405 SKATE RD RESA18-0014 s Lir Revision Request/Correction to Comments **ALL INFORMATION
�� HIGHLIGHTED IN
=J�' `' Cit of Atlantic Beach Buildin De artment GRAY IS REQUIRED.
-A_ 1) Y g p
°'h 800 Seminole Rd, Atlantic Beach, FL 32233
`073' v one: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: "� /� (�fCOl 4{--
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Revision to Issued Permit OR � r � Corrections to Comments Date:
IX/ it11e
Project Address: . . Sk/'�,�L/(2 c_o1 ' III
Contractor/Contact Name:
Contact Phone: q a-1 5� ' 4 -I 1 Email: 1611\ 0 fif\- N QOLTht CAIVN
Description of Proposed Revision/Corrections: r� '
OECItIndirrAii�z (vain Y W b a . vy
I 'Jd' 1.2(/Y ("' O'i affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Wil roposed revision/corrections add additional square footage to original submittal?
_No , _,Yes(additional s.f.to be added: )
• i roposed revision/corrections add additional increase in building value to original submittal?
No n*Yes (additional increase in building value:$ )(Contractor must sign if increase in valuation)
*Signature of Contractor/Agent:
(Office Use Only)
'pproved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments -Of3 lac / "7v p A - 4-11 76 Eos/ a fay P#-Q,
Department Review Required:
Building
Planning&Zoning Reviewed By
Tree Administrator
Public Works �j
Public Utilities / 2-- / 8^' e
Public Safety Date
Fire Services Updated 10/17/18
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N 1
IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL
BUILDING RESTRICTION LINES AND CITY ZONING
REQUIREMENTS BEFORE CONSTRUCTION BEGINS.
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
FOUNDATION LEGEND
VERTICAL REINFORCEMENT
FOUNDATION SCHEDULE
8" CMU STEMWALL TYPEREINFORCING
MARK WIDTH LENG. THICKNESS
BOTTOM TOP
_ - _ ,_ _ FOOTINGS SW18 1'- 6" CONT. 10" (2) #5 CONTINUOUS N/A
IF24 2' - 0" 2' - 0" 1' - 0" (2) #5 EACH WAY N/A
DRILL & EPDXY (2) #5 BARS, 16" LG
FA FROM NEW FTG. INT EXIST. FTG, 6"
MIN. EMBED
2x10 Na.2 SYP LEDGER BOARD
FOUNDATION NOTES
FASTENED TO NEW OR EXIST. 1. CRAWLSPACE ACCESS OPENINGS TO BE AT LEAST 18"X24" IN SIZE
❑B STEMWALL BOND BEAM w/ 2' x 6" AND NO GREATER THAN 36" IN WIDTH. ADD (1) No. 5 REBAR ON EACH
SIDE AND TOP OF CRAWLSPACE OPENING, POUR SOLID.
ANCHORS AT 12 O.C. STAGG. VERIFY
EXIST. IS FILLED SOLID AT LEDGER 2. CRAWLSPACE VENTILATION IS REQUIRED PER FBC-R408.
ATTACHMENT. CONTRACTOR IS RESPONSIBLE TO MEET THE MINIMUM CODE
FOR CRAWLSPACE VENTILATION.
TRANSVERSE
PE
m
m
LVL BEAM FASTENING
2 PLY LVL BEAM FASTENING 3 PLY LVL BEAM FASTENING
2 ROWS -16d NAILS @ 12" O.C. 2 ROWS -16d NAILS @ 12" O.C.
(N.T.S.) EACH SIDE
(N.T.S.)
CONTINUOUS BOND BEAM WITI'
MINIMUM 3000 PSI CONCRETI
AND (1) #5 BAI
8"X16" CMU STEMWAL
VERTICAL REINFORCEMENT TO
#5 DEFORMED BARS AT 48" O
FILL CELLS WITH MIN. 2,500 F
CONCRE'
FINISHED GRAS
FOOTING AND SLAB PDURED WITH A
MINIMUM OF 2,500 PSI CONCRETE.
VERTICAL REINFORCEMENT TO HAVI
8"BEND AT BOTTOM AND BI
EMBEDDED 6" INTO TOP COURSE
(2) - #5 BARS CONT. ON CHAIR.
FRAMING PLAN
1 STEMWALL FfG. TYP.
DATE 12- l ` l t Fl
SIGNED
FLOOR JOISTS AND DECKING PER
FRAMING PLAN, TYP.
FASTEN FLOOR JOIST TO LEDGER w/
SIMPSON U210 HANGERS, FILL ALL
HOLES w/ 10d NAILS. TYP.
2x10 No. 2 SYP LEDGER BOARD
FASTENED TO BOND BEAM w/ 2" x 6"
ANCHORS AT 12" O.C. STAGG.
6 MIL VAPOR BARRIER IN
CRAWLSPACE
FOOTING TO BE PLACE ON
CLEAN & COMPACTED SOILS,
TYP
STRUCTURAL SHEATHING REQUIREMENTS
1. ALL WOOD STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE 1.
2. STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET
THE FOLLOWING MINIMUM REQUIREMENTS:
7/16" =.437" THICKNESS - 24/16 SPAN RATING
15/32" =.469" THICKNESS - 32/16 SPAN RATING
19/32" =.594" THICKNESS - 40/20 SPAN RATING
23/32" =.719" THICKNESS - 48/24 SPAN RATING
3. ALL ROOF SHEATHING SHALL BE INSTALLED WITH THE LONG DIMENSION
PERPENDICULAR TO THE ROOF SUPPORTS.
4. SHEATHING/SUBSTRATES & FASTENINGS FOR EACH ROOFING TYPE SHALL BE IN
ACCORDANCE w/ THE FLORIDA PRODUCT APPROVAL.
5. ALL NAILS SHALL BE RING SHANK NAILS U.N.O.
6. 2x BLOCKING SHALL BE USED IN ROOF ZONES 2 & 3 FOR ALL EDGE SHEATHING
FASTENING.
FASTENER LEGEND
NAIL
DIAMETER
ZONE 1
ZONE 2
ZONE 3
TYPE
SHEATHING
0.113"
211
10dx1;-1"
0.148"
12
10d COMMON
0.148"
3"
NAIL
EDGE/FIELD
NAIL
EDGE/FIELD
NAIL
EDGE/FIELD
SHINGLE/
7/16"
8d R.S.
6"/12" o.c.
Sd R.S.
6"/12" o.c.
8d R.S.
6"/6" o.c.
MEMB.
OSB/PLY
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METAL
15/32"
8d R.S.
6"/12" o.c.
8d R.S.
6"/12" o.c.
8d R.S.
6"/6" o.c.
(ROOF)
OSB/PLY
U
TILE
19/32" PLY
10d
6"/12" o.c.
8d R.S.
6"/12" o.c.
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(ROOF)
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FLOOR
23/32" T&G
10d OR
GLUED &NAILED -EDGES: 6" o.c; FIELD: 12" o.c.
OSB/PLY
8d R.S.
PORCH
3/8"
8d.
EDGES: 3" o.c; FIELD: 6" o.c.
CEILINGS
OSB/PLY
WALLS
7/16"(MIN.)
SEE SHEAR WALL LEDGED
OSB/PLY
1. ALL WOOD STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE 1.
2. STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET
THE FOLLOWING MINIMUM REQUIREMENTS:
7/16" =.437" THICKNESS - 24/16 SPAN RATING
15/32" =.469" THICKNESS - 32/16 SPAN RATING
19/32" =.594" THICKNESS - 40/20 SPAN RATING
23/32" =.719" THICKNESS - 48/24 SPAN RATING
3. ALL ROOF SHEATHING SHALL BE INSTALLED WITH THE LONG DIMENSION
PERPENDICULAR TO THE ROOF SUPPORTS.
4. SHEATHING/SUBSTRATES & FASTENINGS FOR EACH ROOFING TYPE SHALL BE IN
ACCORDANCE w/ THE FLORIDA PRODUCT APPROVAL.
5. ALL NAILS SHALL BE RING SHANK NAILS U.N.O.
6. 2x BLOCKING SHALL BE USED IN ROOF ZONES 2 & 3 FOR ALL EDGE SHEATHING
FASTENING.
FASTENER LEGEND
NAIL
DIAMETER
LENGTH
8d COMMON
0.131"
2 i
8d RINGSHANK
0.113"
211
10dx1;-1"
0.148"
12
10d COMMON
0.148"
3"
10d RINGSHANK
0.120"
2 s
12d COMMON
0.148"
3 T'
16d COMMON
0.162"
3 z
I. ALL NAILS SHALL BE COMMON NAIL!
UNLESS OTHERWISE NOTED ON THE
PLANS.
2. INSTALL 10d NAILS IF NOT
OTHERWISE NOTED ON THE PLANS.
3. INSTALL THE APPROPRIATE
FASTENERS FOR PRESSURE
TREATED LUMBER. SEE NOTES ON
SHEET S-1.
FRAMING LEGEND
C� 8" CMU BEARING WALL W/ #5 @ 48" O.C. MAX AND AT
CORNERS, INTERSECTIONS, AND EACH SIDE OF
OPENINGS.
® STRUCTURAL LINTELS OR HEADERS AS SPECIFIED ON PLANS.
STRUCTURAL BEAMS OR LEDGERS.
STRUCTURAL WOOD POST
C -X STRUCTURAL COLUMN. SEE COLUMN SCHEDULE ON SHEET S-2.0.
= FILLED w/ GROUT / U= UNFILLED
UANTITY OF #5 ADDED REBAR AT BOT. OF
U -LINTEL CAVITY FOR GRAVITY LOAD
8F16 - 1B/1T
QUANTITY OF #5 ADDED REBAR
NOMINAL WIDTH AT TOP OF
NOMINAL HEIGHT U -LINTEL CAVITY FOR UPLIFT
LOAD
BEAM/LINTEL CROSS SECTIONS
i
(1) #5 (1) #5
LINTEL
BB -1 8F8-1 B
CONCRETE/CMU BEAM SCHEDULE
SIZE REINFORCING
MARK STIRRUP SPACING TOP ELEV.
WxD TOP MID BOT
BB -1 8" x 8" - - (1) #5 N/A MATCH EXIST.
NOTES:
1. CONTRACTOR TO VERIFY ALL BEAM ELEVATIONS W/ EXISTING SITE CONDITIONS.
2. REINFORCEMENT SHALL BE CONTINUOUS WITH 48 BAR DIAMETER LAPS.
3. USE (2) #5 X60" CORER BARS AT 30" EACH WAY FOR ALL CORNERS.
4. ALL BOTTOM REINFORCEMENT SHALL EXTEND A MINIMUM OF 8" INTO SUPPORTS.
5. PROVIDE 8F8-1 B PRECAST LINTEL BY CAST -CRETE (OR APPROVED EQUIVALENT)
ABOVE MASONRY OPENINGS U.N.O.
6. BB -1 TO BE INSTALLED AT THE TOP OF ALL MASONRY WALLS U.N.O. ON PLANS
a No. 5,16" LG. DOWELS AT 16" O.C. EPDXY INTO EXIST. WALL, 6"
MIN. EMBED. (FIELD VERIFY FILLED EXIST. CELL)
4x6 No. 2 SYP POST FOR BEAM SUPPORT. FASTEN LVL BEAM TO
[B] POST w/ (2) HTS16 STRAPS. FASTEN BASE OF POST TO FTG. w/
ABU46 HOLDOWN.
FASTEN END BEAM BEARING TO TOP OF EXISTING BOND/TIE
1-cl BEAM w/ (2) DTT2Z HOLDOWNS. FILL ALL HOLES w/ a'xl .25" SDS
SCREWS. DRILL & EPDXY 2" THREADED ROD ANCHOR MIN. 7"
EMBED INTO EXIST. BOND/TIE BEAM
FASTEN CEILING BEAM TO EXIST. BOND/TIE BEAM w/ (1) HU48
a SIMPSON HANGER. USE (14) T"x1.75" TITEN 2 FASTENERS (OR
EQIV.) AND (6) 10d NAILS. VERIFY EXIST. CMU CELL AT
ATTACHMENT IS FILLED SOLID.
4x4 No. 2 SYP POST FOR CEILING BEAM SUPPORT. FASTEN LVL
[E] TO POST w/ (4) 10d TOE -NAILS. FASTEN BASE OF POST TO FTG. w/
ABU44 HOLDOWN.
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■ ■
■■■■
PROJECT #: 18-304
DESIGNED: KCM
DRAWN: KCM
SCALE: AS NOTED
ISSUED: 6/25/18
REVISION -1: 7/12/18
REVISION -2: 11/26/18
SHEET
S-2