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10'-0" 10'-0"
/ . _ . _ . . . .. _ ./ . .- - . _ - _ _. . _ . - . _ / _
12
� � ' '
7
NORTH ELEVATION
EXISTING 1/8" = 1'-0"
EAST ELEVATION
EXISTING 1/8" = 1'-0"
NOTE:SHADED AREA
REPRESENTSFRAMING
MEMBERS EFFECTED BY
MOISTURE INFILTRATION
CAUSED BY LACK OF
OVERHANGS.LEVELS OF
DAMAGEINCLUDE
SATURATED,MOLDED
ROTTED AND MISSING
MEMBERS. THE THREE
WALLS OF THE RECREATION
ROOM AND LIVING ROOM
MUST BE REPLACED. THE
ADJOINING DECK MUST BE
REPLACED TO ACCESS THE
3 WALLS. THE ROOF OVER
THE LIVING ROOM WILL BE
RE-BUILT WITH
OVERHANGS.
12
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WEST ELEVATION
EXISTING 1/8" = 1'-0"
NOTE:DAMAGEIS
IN LIVING ROOM
WALL BEYOND.
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DOOR
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' RE�°�^TE O RT H E L E VAT I O N
MECH.ROOM
DOOR
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PROVIDE PIERS AND
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1 /8" = 1'-0"
12
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ALL FINISHES TO ��-�� � ��-�
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4' AND PROVIDE 4' /'
WALKWAY NEXT
;ED FRAMED WALLS, � TO NANA DOOR ,
ND DECK �� PER PLAN� j
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EAST ELEVATION
PROPOSED 1/8" = 1'-0"
REMOVE EXISTING �
FIREPLACE (2) AND � �_
CHIMNEY BOTH
LEVELS /
ALL FINISHES TO
MATCH EXISTING
/ REPLACED FRAME� WALLS, y /
ROOF AND DECK I
� �'
WEST ELEVATION
PROPOSED 1/8" = 1'-0"
12
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EXISTING UPPER LEVEL
EXISTING MAIN LEVEL
EXISTING LOWER LEVELti
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FIXED TRAPEZOID WINDOW WITH
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' EGRESS WINDOW AND (3) FIXED . �
WINDOWS TO MATCH OTHER �
� EXISTING WINDOWS. FIELD � N
COORDINATE HEADER FRAMING �
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NOTE: ALL NEW
WINDOWS TO HAVE
A 0.35 MINIMUM
U-FACTOR RATING.
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ARE FOR APPROXIMATE LAYOUT CONFIGURATION
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OPEN
_ _
GAME ROOM
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WINDOW. VERIFY 0.35
U-FACTOR COMPLIANCE.
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- -- --
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DOOR. VERIFY 0.35
U-FACTOR COMPLIANCE.
REC ROOM
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PROPOSED 4939-A BATHROOM LAYOUT. DRAWINGS
ARE FOR APPROXIMATE LAYOUT CONFIGURATION
ONLY. FIELD VERIFY ALL DIMENSIONS.
R PLAN
1 /4" = 1'-0"
�d�����_,.
REMOVE EXISTING
DOOR AND REPLACE
AS SHOWN. SEE
STRUCTURAL
DRAWINGS.
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BEDROOM
REARRANGE BATHROOM
FIXTURES AND RELOCATE
DOOR AS SHOWN.
EXISTING CLOSET TO
REMAIN. RELOCATE
- � DOOR AS REQUIRED.
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ENCLOSE EXISTING
MECHANICAL
EQUIPMENT PER
CURRENT CODE
REQUIREMENTS.
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BEDROOM
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TO REMAIN
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MAI N LEVEL FLOO
EXISTING 4939-A BATHROOM LAYOUT TO REMAIN.
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PER STRUCTURAL i L _ _ _ _
DRAWINGS. � � _ - i
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PLAN
1 /4" _
LIVING
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FIREPLACE i � �
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UPPER LEVEL FLOOR PLAN
PROPOSED 4939-A BATHROOM LAYOUT. DRAWINGS
ARE FOR APPROXIMATE LAYOUT CONFIGURATION
ONLY. FIELD VERIFY ALL DIMENSIONS.
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TS FRAME PER ��
� PLAN
2 - #5 BARS CONT.
TOP AND BOTTOM -
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SLAB iPER i
PLANi a 1/4� �2 `
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MATCH �EXISTIf�G III ; ��
EXISTING FNDN.
TO REMAIN -
REMOVE TOP
OF WALL AS
REQUIRED.
- 4" REPAIR SLAB w/ #4 BARS @ EXISTING SLAB
I / 12" o.c. BOTH WAYS DOWELED TO REMAIN
� � I TO ADJOINING SLAB /
.
• � •
/ 1'-0" / $ /
\ 3,_0„
3" RIGID
INSULATION
FIRST 4'-0"
CONT.AROUND
REPAIR
1'-4"
MATCH EXISTING
#4 DOWELS @
24" o.c. i F.V.
L 8��
�_ #5 BARS @ 8"
o.c. BOTH WAYS
o , DRILLED 6" INTO
� ADJOINING
FOOTING AND
�- GROUTED w/
NON-SHRINK
� EPDXY.
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A DETAIL A � �/�°
/
S � 3/4" = 1'-0"
i
BASE PLATE
1/2"x6"x1'-2" w/ �
2-3/4" DIA. EPDXY
ANCHORS
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TS 6x6x1/2
PER PLAN
BASEPLATE 1
1
3/4" = 1'-0"
6'-05�8"
,_ _
FOOTING PAD
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3-#5BARS
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� �'� REINFORCED w/ #4 BARS 12" � � � �� 7'" ��"
� @ , 1._0" �' � � � 4'-10 /$ 8,. 2 6 8 � �
/ 3�� o c BOTH WAYS CENTERED w/ � � . - � �/ - -- �' �
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5��3�8�� � ����� � 4" GRAVEL BENEATH. THICKEN C A R�MOVE��TOP OF �
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B � �` , BARS CONT. S5 S� FOFt NEW SLAB
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EACH WAY
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WALL LEGEND
EXISTING FOUNDATION
WALLS TO REMAIN
WALLS TO BE REMOVED
. WALLS TO BE ADDED
� OR REBUILT
�
DOWEL NEW FNDN.
TO EXISTING FNDN.
w/ # 5 DOWELS x 3'-0"
@ 12" o.c. DRILLED 6"
INTO EXISTING AND
GROUTED w/
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(2 LOCATIONS TYP.)
EXISTING
FOUNDATION
TO REMAIN
...� � �
4'-6"x3'-0"x12" w/ #5
BARS @ 8" o.c. BOTH
WAYS DRI�LED AND
DOWELED INTO
ADJOINING
FOOTINGS.
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FOUNDATION PLAN �
�DENOTES 1 1/2" DIA. "HELI-PILE" 1/4" = 1'-0" NORTH
HELICAL PILE INSTALLED TO
ACCOMMODATE WORKING LOAD
OF 15,000 # / PILE.
PROPOSED
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S1 OF 6
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1'-6"
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EDGE OF
' 2�� 7,� 7" 2" DECK
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BASE PLATE �°�
1/2"x6"x1'-6" w/ TS 6x10x1/2 ^��}
2-3/4" DIA. EPDXY PER PLAN `� /
ANCHORS ��
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DF #1 6x6 P GL 3 1/8x10 1/2
BAS E P LATE 2 °` ����� ��� ��� ��� �
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2 PC. 1/4" BENT PLATE 9" 2, x 10 @ 12" o.c. ' '
TALL w/ 3- 5/8" DIA. M.B.
THRU SUPPORTED BEAM ' ,
AND 6- 5/8" DIA. M.B. THRU � ' I
SUPPORTING BEAM (2
TYPICAL) ��+� II I ;� I ,
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1/2"x1'-0"x0'-10" w/
2-3/4" DIA. EPDXY TS 8x6x1/2
ANCHORS PER PLAN
BAS E P LATE 3
3
3/4" = 1'-0"
ll 11 ll
� • �
�—
�`L
2-2x10 LEDGER w/ 2-1/2" DIA. �/
x 6" LAG BOLTS @ 16" o.c.
INTO SOLID BLOCKING
WALL LEGEND
EXISTING WALLS
TO REMAIN
_ _ _ _ _ _ _ WALLS TO BE REMOVED
WALLS TO BE ADDED
—� -- — OR REBUILT
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���'� � � 14 TREADS @ 11.25" � �` � � �- �
� � . ��.
DF #1 6x10 or ALASKA YELL�W CEDAR GL 3 1/8 x 10 1/2 CONT. �? � �>> �
- — — — — — — — — � �-, �� �
- n� n n :�r n n n n n n n �
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� w/ 2- 5/8" DIA. x 3" �� � t BEAM w/ 2- 3/4" DIA. �
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FOOTING SIZE AND
REINFORCEMENT
PER PLAN
REGRADE AS
REQUIRED- SLOPE
TO DRAINAGE
SWALES -
REVEGETATE TO
MATCH ORIGINAL
CONDITIONS.
LOFT BEDROOM WINDOW
FRAMING AS SEEN ON THE
WEST ELEVATION A2.
DF # 1 6x6 PER
�\ PLAN
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B DETAIL B
S3 3/4" = 1'-0"
_ EXIST. BEAM TO REMAIN _
EXISTING DECK JOISTS
EXIST. HDR. TO REMAIN
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J. ��
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EXISTING WALLS
TO REMAIN \
WALLS TO BE REMOVED
WALLS TO BE ADDED
OR REBUILT L, i
2-LVL 1 3/4 x 11 7/8 PLUS FLITCH PLATE 1 1/4" x 12" CONT. ��" i'� � �
_� � •
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nP °„ � � n���o�� o�=� �� �
i
S6 J L 5x5x5/16 w/3-3/4" DIA. `
� M.B. THRU SUPPORTED �
MEMBER AND 6-3/4" DIA. �
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MEMBER. ; �
EXISTING 2 x 12 FLOOR JOI S TO REMAIN
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ISEDIFO�Z UNG JOIST CONDITION
E
UPPER I��VEL & L01MER RO�JI� �RAMI
EXISTING 3-�'x 12 TO REMAIN
i
A 2�;: �
EXISTING 3- 2 x 12 TO REMAIN
_%
PLAN
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PROPOSED
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w/ VAPOR BARRIER TO
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5/8" PLYWOOD ��
REPLACE REMAIN
12 -� r
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DRYWALL TO � \�, `
MATCH EXISTING r� �� � � ���
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FRAMING PER �_
PLAN
LVL 1 3/4x11 7/8 EA.
SIDE OF GL 3 1/8x13 1/2
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EXISTING
_ __�_ � FRAMING TO
M � REMAIN
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1 , �/18 � `
w/ 5/8" DIA. M.B. @ 24" 3/�� ! 3
o.c. STAGGERED TOP � 4 3/ j ��4��
AND BOTTOM '
65/8„
, ,
-�- NOTE- EXISTING ROOF INSULATION SYSTEM HAS
SEASONAL CONDENSATION ISSUES, REQUEST
BUILDING OFFICIAL TO ALLOW ORIGINAL R-38
SYSTEM TO PREVENT ADDITIONAL ISSUES.
F DETAIL F
S4 3/4" = 1'-0"
NANA DOOR FRAME
PER MANUFACTUR'RS
SPECS AND DETAILS
EXT. INT. 1/4" SHIM BY
� MNFCTR'R.
�
�99'-117/8" � . —
�
�� _
CONNECTION � �
PER MNFCTRR
�
\ 100'-0"
�FRAMING PER
TS 12x6x1/2 PLAN
PER PLAN
3/4" PLYWOOD
RAMSET OR SELF TO REPLACE
TAPPING SCREWS @ EX. 1/2"
16" o.c. - -
--
- �/ �� � � ����
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' � � i
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GL 3 1/8x13 1/2
TO REMAIN
WRAP TO MATCH
EXISTING BEAMS
EDGE OF EXISTING
ROOF TO REMAIN
EXIST. HEADER
TO REMAIN
EXISTING 2x12
FRAMING PER
PLAN
INT. CONNECTION
NANA DOOR PER MNFCTR'R
L�/ ' � �\� `�i��'�-u �V � FRAME PER ���
CONT. 2x6 PLATE ` �, -i 113'- 9 3/8" ` MNFCTR'RS
w/ RAMSET OR �� -TN= � � SPECS AND EXT.
SELF-TAPPING DETAILS
SCREWS @ 16" o.c. - \� CONNECTION �� TS 6x6x1/2
� PER MNFCTR'R � PER PLAN
TS 12x6x1/2
PER PLAN
NANA WINDOW
TO MATCH NANA
DOOR
EDGE OF ROOF
TO BE REPLACED
> �
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EXT. INT. MNFCTR'R TYP. i
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TS 6x3x3 8 �-�J
PER PLAN
i,
E D ETAI L E
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E C
S4 S5
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S4 3/4" = 1'-0"
---- ----- ----
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_ , ■ �
ADD 2- LVL 1 3/4 x 11 7/8 TO EXIST. G 1/8 x 13 1/2
�
@ 24" o.c. TO REMAIN �+�, �;Lj
EXISTING 2x12 RAFTERS @ 24" o.�, TO REMAIN
ROOF FRAMING PLAN
1 /4" = 1'-0"
WALL LEGEND
EXISTING WALLS
TO REMAIN
- - - - - - - I WALLS TO BE REMOVED
I _�__ _ I WALLS TO BE ADDED
OR REBUILT
�+0.. —
r
--- EDGE OF EXISTING
� ROOF TO REMAIN
EXI T. HEADER
TO REMAIN
EXISTING 2x12 RAFTERS @�;' o.c. TO REMAIN
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TOP OF STEEL '
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113'-9 3�8" -
1/4" END PLATE yl'i'' �
TYPCIAL '
6" �
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19'-9"
_ . __ _ _ _ _ .
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z � /8 TS 6x3x3/8 > , ' S4
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O�
NOTE: FIELD COORDINATE CONNECTION
�' REV. � � ��2„ ai OF DOOR AND WINDOW TO STEEL PER
= G � I �,,�� MNFCTR'RS STANDARD DETAILS AND
Z ' S4 � SPECIFICATIONS.
W g� � � 3�8" SHIM � 17'-8" FRAME WIDTH
_ _� _ _ - ___
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--- -- --- _ _ _ _ _ _ _ -- - - - _ .
p 3� _ ,
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TS 6x6x1/2
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m � li � _ �� �
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TOP OF STEEL �
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99'-11 7/8" � � � - ' � _� _ ,
- � �-
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,', i' ' ° �
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TS 12x6x1/2
� FIELD COORDINATE 1/4"
PLATE STRAPS WELDED
TO FRAME AND BOLTED
TO FRAMING w/ 2- 3/4"
DIA. LAG BOLTS INTO 3"
MIN. FRAMING MATERIAL
(5 LOCATIONS TYPICAL).
N
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N ' I
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2" i 4" 6,�
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1/2"
1/4"
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a a4 a
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a� ° a
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a a a a
° ° a ° °° a � 16'-0"(FIELD VERIFY)
a a
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a a° �
a ° ° � . ° ° i
c SECTION C
S5
1/2"
1/2"
1/2"
_z
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2,_67/8�� �,_- 6�� i
5 i �� ,
NOTE-
DRILL 1" AND 1/4" DIA.
HOLES AS REQ'D TO
FILL ALL THE STEEL
MEMBERS WITH
INSULATION BY
CUBCONTRACTOR.
1/2"
�
- � I�I
-- I
( TS 6x6x1/2
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3�8' SHIM 3 �8 54
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- I I ADJOINING FRAMING
Z
I TO STEEL @ 16" o.c. Q
TYPICAL ALL SIDES F-
I � o
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I � ��w
_ EXISTWG TOP OF PLYWOOD N Z �� O I
,, 100'-0" (F.V.) � � C� p p'
O ' ' � m H �o� I
— , !� '� � ���Q�
DECK FRAMING � J O w O
TS 6x6x1/2 PER PLAN a �(='3 � J
6'-1 "
11i 4"V _ __
1 /2" = 1'-0"
� Zm�>
1/2„ � _ � �
-- -- - ' � Y �
I� I NEW FRAMED WALLS w/ � j W �
R21 INSULATION AND � F J
� INTERIOR VAPOR a m
BARRIER TYPICAL � 3 N
� 3, 6,� �
_ _-- � O
O � 1/4" �
1 '�
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._ EXISTING FOUNDATION �
J
I 91'-4 1/2" (F.V.) �
�
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SSoFs
STRUCTURAL SPECIFICATIONS
�
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4}
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t�)
Foundatiun �lesign bFt�ed upc�n "{3pen Hi�te tnspeciian", Pra,ject ��33fi30 as �n:-
�red �+y la'�'TI�,iZ4{O(7NT'A[�i CNGti�£%�KiPv�i. L:T`T1. c�at�;d Septemt�e.r 20,
79�3. Ali faotin�s acx to bear ��� raatural undis�turbc�tt sc�il a� approved b} Ihe
sc>ils c•n�i�rer. Submit ct�py c+f'repc�ri t� �n�ineer.
Ail feund�tio� �rn�anzi per�a�Y�r Uf str�ture sheil iia�� minimum fros�t protectipn
af 44" tc� E�ottc�€n af foo#ir�� tDetail A�SI is �caty exc�ptic�ri). _'�li %�urxiaii�Ei �alis
and ce�iumns tc� t� cent�ced on concrete f�ntings unless shown othen�=i� c�n plans.
Ati casa in ptace cancrete n�usi b� made ��ith 1'ortland �cment stut atiain mini-
n�u�n eoinpn:ssivc stren�t}3 of 30(i0 psi afler �8 �lays {minimwn cU�n�ressi4�c
s€rcn�.ti csf �t3t}() �si aftec 2f3 days for cancrete usc:d in sl�l�s}. f3c�ig;t� ba5cd u�n
E3C;[I,[)TNG C"C3I)t: lil;{;jl?lR�:Mtsi'��"I'S t°t>R I2t°.INF'QiZt'F;I� t'£?�C'RF�FI`s (AL'I
31R), 14�39. C�c��xz reee �I�ac�mer�t �a ctzF�i�rctl �sitl�'`C�ansteurtic�n Keq�actemen�" as
de�ned in ACI st $, Al( cu�r�:te slabs �n grade must l�c �r�� ided cc�ntml (s�c�red
or �ut} in accc�rciariee ti+� ith ��ils €e�ri. Ati ��p��sr;ci �st��s �f c��r�er�T� sha�l have
.:' ch�n}fer. Concrete «e+rk shall nof hav� an}° hnrizantal �ald joints unless au-
thcjriz�ci b� ih� �nginv.4r. ['ield caoniinale a[I 4•trticat cvld jain�.s ��itly stnictural
en�;ineer. usi ct�nYinuc�i�,, vcrticat ��-atrr stn� az at( colci,j�7ints. r�il e�tcri�r faces �f
concrele ��alis cx�cr�t.xi ta sails io bi water�T�nfed i�r ex�v:�urc. (Isc l�andin�;
agez�t he€�4�en ca�crete �c�cu�s.
Reinfo*cin� steet i� AS'f?vi {'rrsade 4Q. All tivetd��ci cvire faF�rie n�ust confcirm ta
b�S"I'M A1�5. (teinfarcenic:nt }�lac�n��nt shali cc�nfornt to'��f.1i�1I11i, L)F� STAiv-
[}?�Ri} Fitx�C7"ICG, �04i as prepare�i b�• t`ft�i� ALI l�p spli�� �i be minimusn
�6 bar di�n�ten. s(1 h�ri7��rta1 reinf4ecea��nt Yo Le contir�uous a�und corner�
a��ct a� e+°aIl inrcrsi;ctini��. Minicnun� rc inforce�nent pre�t��cti�n-
-conct�te �steur��t <1�;�inst carth i„
-concrcee }�c�ureci ii� #ti�rins 2°>
�c�neretti si�b� i�"
t1ll lun�tnr sFiall tae 1)c�ug-Fir t�2 S�� or �itcr, all 4kolznactirctl (umbcr shal( E�
I{em-F�ir �2 S�kS �r LietYer (atl lun�t>er ��iihi�i 1%" c�f fi�aish gracte ar se� r,ont�ct �4iYh
cc>ncrete must he titoln�anired}. Fr��=id� st�fi€i blockin� �t 8'-0" on center in all
dia�hra�ms. Att e�>lumns w kac aontiFt��us E�c;aring tc� €�unda€icsn. AlI framing
chat i� r�if�d tt�un naai�E�r� eXpo��r� rnust i� teptace��
Siniciurtrl stGel sha11 be r1ST'ti A3fs t�r tx:t#�r txce�t �ide tl�n�es shail bs; ti9�'_ ar
bcstter, pipe coli�€Y�ns rs�hieh �a1i c�3��fonn ta r'�S"t"M A��f), C`,r<�ie ti {£y— �? ksi}
on c��cter, tu€�e steel cc�lurnc�s �,vhicl� sl3ali t�e t�5{?U Uradc. f� {f�s=�16 ksij nr bc:ttcr,
�f'
anch�r �cilt� ��d bvlts shatl be r� �Q7 vr l3etter. t'1l( structurz�l sYcct is to be de-
iaileci. fabricated, ��i��tcd and erected i�� accc�rdance }i•itl� AISC S't E£.L CQi�i-
S"tiZ[i�fi�QA.� �1�:�3C-:1I-,?4�� a�td E`Ui3h C�� �Tr1l�if}r't[2� t'RrtC=`('ICE. Atl
r�c #tii�� €n bc �rf�irr�L�i �}_ � ccri�#i�ct �celci�r aaa�f c��Ec�rr7r tc� AISG �cnci Atl'�
ST RL:L"T`[IR'�I.� 1�'E [ DI�G CC3I)�:,'£rt�Q. �l3 eiectrticie� ic� Lc; �E -7CiX� .�raut
t�s.neaih all b.�aa; plxiea �nd tic1am l�carin�; }3lates shall tx* a�an-shritik egx�xy �t-ith
rr�inir�ium 28 day cc�rr��ssis� str�n�th ut SUt7(� psi.
7) VeFSalams (?.OF�,} aee as manvfa��tured br i3C}ISE CelSC'AllE Ct3FtF'�FLA"I`IC)�i;
see slac>� c��as��in� and maauf�etur�rs standarc� details. Alt F�e�iEi-��� T�ersalam
beams musi [�c �tucd witl� I'L,40� tu�d n�€el�:ri �vith 2 ra�:� of 1{ici sriake� ;zc 9" vc.
Versz�lam� d��per 13�ain i i 7t$" nr�usi t� bvltui to�ether �ith 2 m�� of 5£x'" d-i-
ametcr lmlts s�aced ;iv �8„ tre sta�gered. Alt altern�tes Ya be re� iewed anci sp_
�raved t�p ihe c:n�ir;cer.
8) Sh�ath #k�rs ���th 31c" T arad G pt} wcicrd with minimum span racing of 4C).-20 ar
tsenee and gtue with PL4fl4. ivai( �ly�c�c�fld «•ith l Od �i? G" c�e tU ait joists, lieid
cc�c�rdinatc scrcu- �pti<>n, Co4�er dtcks w°ith �xb Rr,^ri��•�d or ap�rvved equaI uith
2 scre���s per E�earing paint.
�j Shesth r<�fs �ztl� 51$" �lyt�c�c�d tiF�iYh F��inimzma s,�in ratin� c�f �8t`24 t�r b�eter.
Nail p[}�%ood l�ith 1 Qd =_c_'�i_, S" cx. �t pa�xcl etiges z�ne� f" �re at intera�ediat� a�em-
�;rs,
l�� �heath aII eYferiar titi�alls bvith'I" �t}t�acici �ith �ninimtu� sptzn ratin� t��?�f{l c�r
t�etter. Nail u�iti� fid =a_ G" oe tc� a(t s£uds.
1 l) Live lgacls �s�d fc�r d�si�n-
-Ra<>f-If)t) psi'snta«.
-t�loar-St7 ps� nsic��niial.
-L?eck-IQ� psf (reptaced d�ck tcan�in� desi�ne�t far drift surch;�rge}.
-t'4ind-90 m�ta (3 �econci �ust'), E�cp�sur� f3.
-i;artE�c�uake-'I..U��e C',-IBC.
12} rill constructian musc cc�m�ly iF°ith tl�c 2(1f�9 Intentatit�rta( iiui(dir�s! t.'c�� as
adogled �i} t��: "I`arun �f�'ail I3uilciiri� i)epart�n€�ci anc� tiac'`ficn�l C�nciaTic�zs�s ot
ihe t;csntraci for Construciion" {�IA I�c}�u����nt ri2f�i;. �[I consiruc��i�n �nust E�e
cc�mplet�c� �v�ithi� �he #olerarre�s deserih�ci irz the "I2esider�tial C"on�truekie�n ['�r-
fom��nc� f;uid�:lin�s" as pre��red b�° che NA"I'iC3NAI� �SSOCCA`I"tC3N Ui=
FIqIvJC LiI:Ii.i)I:KS.
t ,1 Ctrristn�ct �ali as f'c�ltc�ws-
-�xt�;riur 2x6 ii5 I fi" cx:.
-lntcric�r-3:�� !�% t 6" ac, unl�s� nc,iteci �thenv�i�.
t�},i11 beam�, jc�ists� aeid cafters ars: tc� bcar ��n iialls c�r be�n�s, ��r bc: }�ung witii
�I:�rIPS(?� Strcrn�-i,ie har��ers ur ap�rvv� cyuals.
t51 Atl �tru�t�ir�l n3entbers are gho��n in their i�n�l pc�sitio�s proper[�• brac.�d as�d �u�-
paned; ciurin� c��sstructioa� it s��ay he nc�.essar�- tc� t� m�raril� sHaee �wwrticzns ot'
ihe sirue:tun uhi(L c�tlier �ic�rtiu:rs are beic�g c;<�rssiructeci. C'c�ntact the enginc�r i<�rr
ccjnsult�ti�n as r��uired.
IGj t�uncral C`c�rtttact«r is r�s�nsible f<ar atl non-s�.nciiied ec3na�c€�ans, ccn�uut en�i-
�e�r i�ar ci�tail� �s z�tc�uir�d_ "���e �n��n�,�z r is tc� ap�mti�e aI� sitacturai sub��titu�ions.
17) t:e�:neraI £:v�itr�ctc>r is 2c� roi>rdinate all t�ia�shrc�grn {scnetratic�ns (i.e.. citinrne} ti,
p[urn�ing, sc���ers, etc.) thrcjugh t]s�rars. �c°alis, rao�s and f'ou��cilitioa� w�ils with ap-
pr<�priaU; sab-e�nt��actc3n. (fenr:rxi Cc�ncrAeu}r is respc�nsible f�r thc �nLirn.�, �neth-
octs, technic�uel. seq�ienccs, pracc:dures, ti��arkr��an�tzi�, seasc�nal scl�eciulin� ac�d
.ivt}-sit� �afety ssssr�ciutvci KicE� this prvjc�ct. "I�hi; Ciez�er�t C�antn�cec�r is to verity alt
c�i�n�nsiz�ns tu�d elevatio�.c x�ith €he �n;hit�ctur�tl dra���iny;s. '�c�tify et��;inetr esi a11
u�n#licYS tuict c�inissinns betwc:�n �tuious elen�en�5 ofti�e worklt�� �irawi���s f�nc3
tl�e ex�sti� c:o�tdiuons pri�r tc� cvr�ienci►i�; c�iih tt�at �ortion �E tt�e �rc�j�c�.
C�cr�eral C'c3i�i�icic�r is ic� anspcct rem�aciel gru��:c;ts anci �erifv prior u.ss a��ci pra{uar
dis�wsal n1'existir�� n�aierials {i.e., t�shestc>s, etc.) as reyuin;ci b}� ccxis:. Idz ntity af
atl existic��; i�idden stcuciur�tl metniiec� (iased u�it ari�in�l ccsnstcuction ducu-
�,
rn�nts by }iC1��1E, f�i��ti.i.)tNCi 1'i.A'�; S�i2VIC:E: datLr3 6-6-78.
18) Ali nit�tecials c:���k �i tc> zxtc:ri<�r and ar tn<tistur�: rnn�iTiozzs sh�t[ tu tr�zitect fcrr
these �;G�aclitinns {i.e.. chemi4til trv�unen�. st�{zni�i�;, tsaic�tin�:, ci<uii� �>rc�fint, rrn>f-
in�, cne�nhrarie�, t1a51�in�;. t�ic.} As rcquin:cl by �cscle, �Ii builcling nialcrials are iv
Ix: irs:at�c� c�r protc�ctcKi �or �re re�istancca a.s r+sy��ired bY cvde.
19) Special inspc ctiU�3 ta t�c ce>n�pMecc�rf bv huiicli��g afl:iciai �a��rc�r�ed izzspecti<�n
agectek� far str�sc[t�rr�I aic.�:l aricf iielical �ie�'�. Z��spection re�c?zts fo bt� �r��ared i�i
accc�rcizincc: uith Et3t' C'}�apter 17 on a�prn�ecl fprnis, v4rii'eir��; rc:rn�lianr,� witt�
u�nsEructlWn ck�cu�n�ais and �c submftt�d ta tt�e builcti,���; Ufiici.rl foc r��i�;�s an�i
a�s�xo�<�l, c����3i�� thc nuner, �erai reEl enntractc�r ac�ci engineer. C'ctr>r�iiaafc ins�:c_
�ic��.s �it�i� �encra� ca�€�ueruF s� that q�x.ci�tl i��spec�irans ca� he peric�d'ac rat#��r
th<tn sont'tniiaus.
2{}) x�I.l arohit�cte�r<al �inishes arc tc� macch existi�� tini�h�s. �111 ner�° windc�e+�� te� tu�t �
Gnu�imeim l t-C€u�or aE£#.35, n�ac�uCacEurer and �iz� as pres�nCed t�y �ontr�c#vr at�d
a��rc�veci ir} c��4�ner. ,11} �{�I<ucxi i:xteric�r w�ills tv ht€�e �nini�n�sn� lZ2l i��.sulr�tie�n.
'Chc re�t�c�,„ci rc�ofi'z� tc� hflt=c a nzi�ximum R 38 is�sc�laciFrn tc� rzkatc h existi��� i�a(�nce
c>i rc�of (css ap�scn��eci l�v lx:�ildin� vCficial, sc,�c: I)etaiI I!S�?. Pitl eleetrieai uc�rk tv
r�iat<h exi,ti�g cond�tic�n., elcccrician tivill �rocid�: cnlcu{t�ti�ns as n.c�uir4cl b4
t�nilciin� c3ffici�l u�a�2 oc�n3p[etian c�f d<zn«liiz�n. �'aur ts:t�l�n7aan n�rnad+�ts us ca-
orc{I�txted Fs� t���cen c�tr�ncr €tnd u>ntract�e.
2-LVL1314x117/8
FLITCH PLATE 1 1/4"
PER PLAN w/ 3/4" Dli
BOLTS @ 24" o.c.
d��1:�1�,
�-� �` � 2� < L
��. 9 �
/`
FLITCH PLATE
THICKNESS MAY BE j '''
WHOLE OR BUILT-UP 'r
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NOTE:
� SEE ELECTRICAL LOAD
1 CALCULATION WORK SHEETS AS
PREPARED BY NELSON
ELECTRIC INC DATED 7-23-12.
LEGEND
� SWITCH
� GROUND FAULT
DUPLEX OUTLET
' HIGH EFFICACY
-� LIGHT FIXTURE
.� VENT FAN
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NOTE:
50°/a OF NEW LIGHTING TO
COMPLY WITH THE
INTERNATIONAL ENERGY CODE
(HIGH EFFICACY)
NOTE:
REPLACE EXISTING
ELECTRIC RECEPTACLE
LOCATIONS IN REBUILT
WALLS TYPICAL PER CODE.
EXISTING ELECTRIC
PANEL LOCATION.
RELOCATE SERVICE
REC ROOM AS REQUIRED. �
NOTE: �_-- ---
FIELD VERIFY CARBON
MONOXIDE AND SMOKE ALARMS �
INSTALLATION AND COMPLIANCE \
WITH SECTIONS R314 AND R315
OF THE IRC.
"D" BATH
TO REMAIN
CLOSET
LOWER LEVEL MEF�PLAN
1/4" = 1'-0"
O
INSTALL ELECTRIC
RADIANT FLOOR _
HEAT BENEATH TILE
FLOORING.
', � I WATER
i°'� SHUTC
��' � BENEA
AND
�TED
"C" BATH
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EXISTING EXTERIOR �
LIGHT FIXTURE TYPICAL. ^ /
PROVIDE "DARK SKY" �;�
COMPLIANT FIXTURES
FOR NEW OR RELOCATED �
LIGHTS. �
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ADDRESS VENTILATION,
DRYER DUCTING, GAS PIPING,
PLUMBING AND MECHANICAL
EQUIPMENT CONNECTIONS
PER CURRENT CODE
REQUIREMENTS. MOVE
MECHANICAL ITEMS AS REQ'D
TO PLACE WALL PER PLAN.
BEDROOM
CLOSET
N
GAS SERVICE �
ENTERS THE �
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LIGHT LOCATION TO
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PROVIDE 3/4" BLACK i �
PIPE STUB OUT FOR _.._�_+_ RELOCATE 3/4" BLACK
GAS FIREPLACE AND i� PIPE STUB OUT FOR
SHUT-OFF VALVE ������i i GAS BBQ AND
' ��--L� - SHUT-OFF VALVE
i1
36" WIDE 50,000 BTU � �
MAX. GAS FIREPLACE � GAS FRPLC'�i
APPLIANCE WITH TILE I i� �
SURROUND AND , � �i" I 1
DIRECT REAR VENT. w' � �
INSTALL PER a � �
LIVING � ' �
MANUFACTURER'S a I -- '- � --- -_ . - .
DETAILS AND �' I
SPECIFICATIONS. o' �
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BEDROOM NOTE: Q � DINING
REPLACE EXISTING m � I
ELECTRIC RECEPTACLE �' �
LOCATIONS IN REBUILT r> '
WALLS TYPICAL PER CODE. X I
REPAIR AND REPLACE w � I
INADEQUATE ELECTRICAL ' �
JUNCTIONS AND '
CONNECTIONS AS �
ENCOUNTERED. I EX. 3/4" BLACK IRON GAS PIPE �
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MAIN LEVEL MEP P
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1/4" = 1'
SECOND ELECTRIC
PANEL LOCATION, FIELD
VERIFY ALTERNATE
L�CATION.
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UNDERGROUND PIPING TO DAYLIGHT �� � _ ��,'
WITH HEAT TAPE IN PROPOSED GUTTERS � - - _
AS REQUIRED. � I � �
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UTILITY SERVICE SITE PLAN O
EXISTING PARCEL A AND B �/�6" _ �'-O�� NORTH
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