1771 Beach Ave interior reno 2013 j I
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EXISTING STRUCTURE ABO "� , �
RENOVATION
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First Floor Upgrades
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ZZZO� (2) SIMPSON MSTAt 8 STRAP, - - - - - -
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TYPICAL EA. SIDE INSTALL. --t , 9
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Beach
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MANUFACT1HtER'S INSTRUCTIONS L �
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NAILS IN THREE ROWS 0 6" / ''� ` `� MCHITECr
O.C. SPACING - -
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LVL BEAM � � I r -� � � 1 � � P
II I 1 i 1807 Third Street North
IL — - I Jacksonville Beach, FL 32250
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REM / j o MR
IXI5TIyG FOYER - FIELD VERIFY DIMENSIONS
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A-201 ENTERTAINING 3
\ AREA 2 / A-201
A-201 OPPOSITE
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f 2x4 P.T. WD. SILL PATE I - ---
RMIRED INTO CONC. am �- -
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4 ELEVATION AT DOOR FRAMING = + TOR.
A-201 SCALE: 3/4" = 1'-0"
2 BATHROOM
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STRUCTUREJr
STRUCTUREMid
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(2) SIMPSON Alt ANGLE Com•
(ONE EACH SIDE) AT EACH (2) SIMPSON A21 ANGLE
I (ONE EACH SIDE) AT EACH
! RAFTER
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(3) 1 3/4" x 11 1/4" GYP CEILING, - - - - - - - - - - - - I- - - - - - - -
FAMILY
REFER TO RCP (3) 1 3/4" x 11 1/4" - � 4 �>
LVL. BEMIS, FASTENED Wf WRAP BEAM W PLYWOOD
8p NAILS IN 3 ROWS 0 LVL BEAMS, FASTENED W/ ON VERTICAL. SIDES, tx I A-201 TOR.
777-
6 O.C. SPACING CAULK, TYP. 8p NAILS"IN 3 ROWS 0 PAINT GRADE LUMBER ONFOYER
6 O.C. SPACING UNpQ�pE, SAND AND
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(2) SIMPSON ACE6 POST (2) SIMPSON AC6 POST PAINT FINISH.
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CAP INSTALL ACCORDING CAP: INSTALL ANG GAS I I I I UP AI
TO MANUFS INSTRUCTIONS TO MANUF'S INSTRUCTIONS
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NOM. 6x6 PT WD. POST
� i H F BATH O
i DESIGN REVISION 7-24-2013
WRAP COLUMN W/ PAINT - - - - - - - - ADDITION OF NEW SHEET D
GRAIL Ix LUMBER, SAND I STOR• TO BE INCLUDED IN NO. REVISION/ISSUE DATE
PAINT FINISH - PERMIT
SET
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I SIMPSON HTT4 TENSION TIE:
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(2) AT EA. POST, INSTALL - FIRST FLOOR
ACCORDING TO MANUF'S
NOM. 6x6 PT WD. POST
INSTRUCTIONS WRAP COLUMN W/ PAINT
FILL CELLS OF EXlsnnNc GRADE ix LUMBER, SAND '
PLAN DESIGN
CMU BLOCK FOUNDATION 0 PAINT FINISH
WALL W/ CONCRETE $" x $" POURED CONCRETE, SIMPSON HTT4 TENSION TIE:
ADJUSTMENTS
A (2) #5 REBAR DOWEL INTO (2) AT EA POS?, IStALL ISOLATION JOWL• 1/2" THICK
EXISTING CMU BLOCK WALL; ACCORDING TO MANUF S IASPHALTICLATNFELT, 1 2 RECESS
FILL CELLS INSTRUCTIONS FILLED WITH URETHANE CAULK _C
BASED ON EXIST.
BASEBOARD - SEE FINISH AR
GARAGECONDITION S
4" THICK CONCRETE SLAB - SCHEDULE 4" THICK CONCRETE SLAB -
REFER TO FOUNDATION PLAN FINISHED FLOOR REFER TO FOUNDATION PLAN
- - - - - - - - - - - - - - - - - - - - -
I EXISTING CONCRETE SLAB _j —
PERMIT
EXISTING CONCRETE I t'-3" t'-9" � DOCUMENTS
FOUNDATION 3'-0" x 3'-0" x 12" C
DEEP �� CONCRETE FILL CELLS OF EXISTING 00130225 CMM AS SHOWN 5-OB 3
FOUNDATION W/ (2) #5 CMU BLOCK FOUNDATION PROD. 25
1 REBAR 018" O.C. WALL W/ DWN BY SCALE DATE
5d
3 SECTION AT POST & LVL BEAM 2 SECTION AT POST & LVL BEAM
PROPOSED FIRST FLOOR DESIGN ADJUSTMENTS A-201
A-201 SCALE: 3/4" = 1'-0" A-201 SCALE: 3/4" = 1'-0" z " "
A-201 SCALE: 1/4" = 1 -0
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