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81'-0" 2X6 OUTRIGGERS AT 2'-0"OC MAX
FOUNDATION PLAN ROOF FRAMING PLAN
„ = ,_ „ MASONRY PILASTER SCHEDULE
SCALE: � 1 0 SCALE: �" = 1'-0°
NOTES:
1. 4" FIBER REINFORCED CONCRETE SLAB ON GRADE ON VAPOR MARK CONFIGURATION REINFORCEMENT -N 2
BARRIER ON COMPACTED FILL. VERIFY LOCATION OF CONSTRUCTION/ Q
CONTRACTION JOINTS WITH ARCHITECT. M1 2#5, 1 CELL 1. 5/8" APA RATED EX OSURE 1, 48/24 PAN RATING PLYWOOD
2. 4" FIBER REINFORCED CONCRETE SLAB ON GRADE ON COMPACTED O (DOUBLY REINF) ROOF SHEATHING. S ER L NOT OR ATTACHMENT AND ADDITIONAL
FILL. VERIFY LOCATION OF CONSTRUCTION/ CONTRACTION JOINTS INFORMATION.
WITH ARCHITECT. 2#5, 2 CELLS
• 2. PROVIDE 2X6 MIN BLOCKING AT ALL RIDGES AND EAVES AND UNSUPPORTED I
3. 6" FIBER REINFORCED CONCRETE SLAB ON GRADE ON VAPOR M2 (SINGLY REINF) PLYWOOD PANEL EDGES.
BARRIER ON COMPACTED FILL. VERIFY LOCATION OF CONSTRUCTION/
CONTRACTION JOINTS WITH ARCHITECT. NOTES: 3. TOP OF WALL EL +10'-8" UNO.
4. REFERENCE FINISH FLOOR ELEVATION 0'-0"=__.0 NGVD. COORDINATE FLOOR 1. FILL ALL CELLS SOLID WITH 3000 PSI GROUT. 4. TOP OF WOOD BEAM EL +10'-11" UNO. �
ELEVATIONS, SLOPES AND RECESSES WITH ARCHITECT AND CIVIL REVIStONDATE
DRAWINGS. 5. TRUSS MANUFACTURER SHALL PROVIDE ALL BRIDGING AND BLOCKING FILE C012 AUG 2013
REQUIRED TO STABILIZE THE TRUSSES. � ®31 OCT 2013
5. TOP OF FOOTING ELEVATION SHALL BEAR A MINIMUM 1'-6" BELOWM..>
FINISH GRADE. 6. ALL METAL CONNECTORS THAT ARE IN CONTACT WITH PRESSURE TREATED
WOOD SHALL BE STAINLESS STEEL OR GALVANIZED. CONTRACTOR SHALL ISSUE DATE
6. STEP FOOTINGS BELOW WATER AND SANITARY PIPES. SEE TYPICAL
VERIFY COATING REQUIREMENTS WITH TREATED WOOD AND METAL REVIEWED FOR CODE COMPLIANCE
CONNECTOR MANUFACTURER. 23 MAY 2013
� m DETAILS F/S5.1 AND G/S5.1 CITYOFATLANTIC BEACH
CONTINUOUS WALL
7, SEE ARCHITECTURAL DRAWINGS FOR HEIGHT, WIDTH AND LOCATIONS OF SEE PERMITS FOR ADDMONAL
0 7. EXTERIOR MASONRY WALLS SHALL BE REINFORCED WITH #5 VERTICAL FOOT1 N G SCHEDULE MASONRY WALLS AND OPENINGS.
CENTERED AT 4'-0" OC MAX UNO. FILL REINFORCED CELLS SOLID WITH REQUIREMENTS AND CONDITIONS.
3000 PSI GROUT. SEE SECTIONS AND TYPICAL MASONRY DETAILS ON MARK SIZE REINFORCEMENT 8. SEE ARCHITECTURAL DRAWINGS FOR ROOF SLOPES, ELEVATIONS ANDSWED BY' Dom' DRAWING TITLE
SHEET S5.2 FOR ADDITIONAL REQUIRED WALL REINFORCEMENT.
� OVERHANGS.
FOUNDATION
8. EXTERIOR MASONRY WALL FOOTINGS SHALL BE TYPE WF2.0 UNO. SEE 4#5 CONT
WF2.0 2'-0" WIDE X1'-6" DEEP �� 9. TRUSS MANUFACTURER SHALL COORDINATE TRUSS DESI AND LAYOUT AND
CONTINUOUS WALL FOOTING SCHEDULE ON THIS SHEET. #3 TIES AT 24 OC WITH ARCH AND MECHANICAL TO ALLOW FOR DUCTWORK! PASS THROUGH. ROOF FRAMING
9. SEE ARCHITECTURAL DRAWINGS FOR HEIGHT, WIDTH AND LOCATION OF -
MASONRY WALLS AND WALL OPENINGS.
— COMMISSION NO.
ooh 10. MX - DENOTES MASONRY PILASTER TYPE. SEE MASONRY PILASTER _ `` 12154.02
I SCHEDULE ON THIS SHEET.
o
' 11. TD - DENOTES TURN DOWN SLAB. SEE DETAIL F/S5.1.
"00���
6501 Arlington Expressway SHEET NUMBER
✓✓ Building B, Sults 201
JacksorrAlle, Fl.32211
.� �� 313-049743.4633 FX:904.725.9285
i PAMELA L COWDEN PE 51898 1 Fl. COA #791 SC CoA #169
101
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