1477 Linkside Dr 2013 extend porch and gableplans i 1
FROIO
RESIDENCE
CODE SUMMARY SCOPE OF WORK: _
• FLORIDA BUILDING CODE (2010) BUILD 310 sq.ft. PORCH ADDITION @ REAR OF EXISTING HOUSE
• FLORIDA RESIDENTIAL CODE (2010)
1477
NEW ADDITIU' N• NATIONAL ELECTRICAL CODE (2008)
LINKSIDE DR .
FOR ATLANTIC BEACH
32233
SQUARE FOOTAGE
SQUARE FOOTAGE INFORMATION Qa
• CONDITIONED SPACE 0 S.F.
• UNCONDITIONED SPACE 0 S.F. t4 r �- r LINKSIDE o
CONTRACTOR SHALL VERIFY ALL
• UNENCLOSED SPACE 310' S F CONDITIONS AND DIMENSIONS
AT THE JOB SITE AND NOTIFY THE
• LOT AREA (EXCLUDING WETLANDS AND S.F. or ACRESARCHITECT OF ANY
L) DIMENSIONAL ERRORS, OMISSIONS
BODIES OF WATER) ATLANTtu
9 OR DISCREPANCIES BEFORE
BEGINNING OR FABRICATIING ANY
WORK.
STRUCTURE HEIGHT AND # OF STORIES
THESE DRAWINGS ARE THE
14'-6"
• MAXIMUM HEIGHT OF THE STRUCTURE: PROPRIETARY WORK PRODUCT
AND PROPERTY OF VERMEY
1 ARCHITECT, DEVELOPED FOR THE
NUMBER OF STORIES:
EXCLUSIVE USE OF VERMEY PLAN INDEX
-
ARCHITECT. USE OF THESE
1
OVER SHEET DRAWINGS AND CONCEPTS
A
17 �~� � � CONTAINED THEREIN WITHOUT
E
TYPE 0 F CONSTRUCTION u, . A-2 ELEVATIONS & SECTION THE WRITTEN PERMISSION of
VERMEY ARCHITECT IS
R. µTie . `� A-3 FOUNDATION, FRAMING, & ROOF PLAN PROHIBITED AND MAY SUBJECT
lee
YOU TO A CLAIM FOR DAMAGES
A-4 STANDARD & FLASHING DETAILS FROM GERARD VERMEY.
• TYPE OF CONSTRUCTION: Y $
2A J, -
i 301 4A r
• SPRINKLED NO
,
dt
REVISIONS :
g- 1
MATERIAL INFORMATION
� C ity of Jacksonville i s
ROOFING (MATERIAL SHALL MEET THE THE REQUIREMENTS OF CHAPTER 15, Al
323 '-: 10A
OF THE 2007 FLORIDA BUILDING CODE. AND THE 2010 Cit y of Baldwin. 9° • 10 ' 10 City of ptune`lieach
Mk,
1
�,. 301
FLORIDA RESIDENTIAL CODE CHAPTER 9. }
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City of cksomvllte Beack. nM a
. 17 13
7M
WIND ZONE INFORMATION 21
UNLESS SPECIFIED BY THE ENGINEER OF RECORD) Vermey Architect
301
:
DANCE WITH svk .
NOTE. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE
420 T
OF SECTION 1609
OF THE
hard St. South
AND MEETS THE REQUIREMENTS
" . '; , •+• � 172374"10
_ 2113
Jacksonville
2010 EDITION OF THE FLORIDA BUILDING CODE. Beach , F( .
.,.
M
R
32250
s
(904)246- 1150
• ULTIMATE DESIGN WIND SPEED V[JLT. 130 N
w
M.P.H. — 3—SECOND GUST)
• RISK CATEGORY: jj PROJECT LOCATION
• WIND EXPOSURE CATEGORY- $ �,..�� �.....• ",. . „�
II
i
• BUILDING CATEGORY- ENCLOSED
• INTERNAL PRESSURE COEFFICIENT: .18
PROJECT LOCATION
COMPONENT & CLADDING (P. S. F. ) FILE C AR4630
� SIZE END ZONE 5 INTERIOR ZONE 4 Drawn B
W
U y
(S.F.) POS. + NEG. - POS. + NEG. -
PLANSd
� x 0-20 30.4 40.7 30.4 33 z V N LTE& Z_Ozz� o
Reviewed B
20-50 29 38 29 31.6
Cl) II-_ GV Y
_
50-100 27.2 34.4 27.2 29.8 W
>100 25.9 31.6 25.9 28.4 a
c Draw Date:
U w
08/12/13
END ZONE: 5 Print Date:
CL 08/19/13
T. W Page:
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SYP#2 RIDGE BEAM
SEE ELEVATIONS FROM
SEE ELEVATIONS 2x6 CONT.CLEAT MIN FOR ROOF PITCH
FOR ROOF PITCH w/(3)12d NAILS
2x6 CONT.CLEAT MIN @ EACH TRUSSSEE IRUESIDENCE
W/(3)12d NAILS FOR SIZEM&SPACING
@ EACH TRUSS SEE FRAMING PLAN EXISTING ROO
FOR SIZE&SPACING SIMPSON H3 MIN
EXISTING ROOF SIMPSON H3 U.O.N.
EXISTING
ROOF TRUSSES
SIMPSON "LSTA24"STRAP OR RAFTERS
EXISTING
or @ EA. SIDE OF RIDGE ROOF TRUSS
(2)2x4 JACK STUDS ROOF VALLEY DETAIL 1477
(MATCH EEXIISOTING) or 4x4 POST ROOF RIDGE TIE-IN DETAIL N.T.S. LI N K S I D E D R .
—— — N.T.S. SEE ELEVATIONS
FOR ROOF PITCH
ATLANTIC BEACH
LOAD BEARING WALL
II 111 111 l
— — 2x6 CONT.CLEAT MIN EXISTING ROOF
or TPL. CEILING JOIST I N I N I 1 (1)SIMPSON LSTA24 w/(3)12d NAILS 3223
3
II III III II @EACH PAIR OF RAFTERS @ EACH TRUSS
Is OR SIMPSON H3 @ EACH RAFTER SEE ELEVATIONS
SEE ELEVATIONS TYP.U.O.N.
FOR ROOF PITCH FOR ROOF PITCH - SQUARE FOOTAGE
RIDGE BD. SIMPSON H3 MIN
RIDGE DETAIL SEE FRAMING PLAN
4X4 P.T POST TYP SUPPORT DETAII. RAFTER
FOR SIZE&SPACING EXISTING
(SEE FRAMING PLAN OOF TRUSS
(N.T.S.) 2x6 COLLAR FOR SIZE AND SPACING)
@4'-0"O.C.
ROOF RIDGE DETAIL SHED OOF TIE-IN DET L
N.T.S. N.T.S.
RAFTER(SIZED AS PER PLAN)
CONTRACTOR SHALL VERIFY ALL
CLIP @ EA. SIDE (OPTION#1) CONNECT TO CONVENTIONAL FRAME RIDGE
CONDITIONS AND DIMENSIONS
NEW PORCH EXISTING HOUSE • '
WIND TIE 2x4 MIN.(OPTION#2) YP RIDGE AT THE JOB SITE AND NOTIFY THE
RAFTER(SIZED AS PER PLAN) PRE-FAB TRUSSES H3 CLIP or=(R&L) ARCHITECT OF ANY COLLAR TIE (2x6 MIN.) SEE PLAN RAFTER @ 24"O.C.
DIMENSIONAL ERRORS , OMISSIONS
@ 48"O.C. OVERFRAME OR DISCREPANCIES BEFORENORTH ELEVATION
2x6 CONT.CLEAT MIN BEGINNING OR FABRICATI ING ANY
— w/(3)12d NAILS WORK.
�4„ 1 —O 11
@ EACH TRUSS
NOTE: COLLAR TIE SHALL BE PLACED
AT THE TOP 1/3 PORTION OF
THESE DRAWINGS ARE THE
CONNECTING RAFTERS. EXISTING ROOF PROPRIETARY WORK PRODUCT
AND PROPERTY OF VERMEY
COLLAR—TIE DETAIL H3 or=RAFTER TO LEDGER ARCHITECT , DEVELOPED FOR THE
EXCLUSIVE USE OF VERMEY
N.T.S. ARCHITECT . USE OF THESE
DRAWINGS AND CONCEPTS
ROOF OVER—FRAMING DETAILS CONTAINED THEREIN WITHOUT
GENERAL NOTES: N.T.S. THE WRITTEN PERMISSION OF
SHINGLE ROOFING VERMEY ARCHITECT IS
(MATCH EXISTING) I I PROJECT SUMMARY:
PROHIBITED AND MAY SUBJECT
310 sq.ft. AS—BUILT PORCH ADDITION YOU TO A CLAIM FOR DAMAGES
w/ WOOD FRAME CONSTRUCTION FROM GERARD VERMEY
& CONVENTIONAL FRAME ROOF
HARDI—LAP SIDING A.P.A. OR TECO RATED SHEATING ON ROOF DECK.
on 2x4 WOOD FRAMING ROOF SHEATING SHALL BE 7/16" A.P.A. RATED (MIN.)
NAIL PATTREN: 8d RING—SHANK NAILS REVISIONS :
SHINGLE ROOFING 6" O.C. EDGE & 6" O.C. FIELD
over 151b FELT PAPER 2x10 SYP#2 RIDGE BEAM
(MATCH EXISTING) ATTIC INSULATION: NOT REQUIRE
� 4x4 P.T POST SIMPSON "H3" CLIP or =
ROOF PITCH 5:12 _ SHINGLE ROOFING TYP @ EA. RAFTER
(MATCH EXISTING) over 151b FELT—PAPER
8'-0" PLATE HGT. (TYP.) 2x6 COLLAR—TIE
(MATCH EXISTING) 2x8 SYP#2 RAFTERS @ 24 O.C. (MATCH 1 EXISTING)TI (SEE COLLAR—TIE DETAIL)
HOUSE F.F. ELEV. SHALL BE 8" ABV. GRADE (MIN) SIMPSON "H2.5A" CLIP or = 5 �
(TYPICAL ALL AROUND) TYP. @ EA. RAFTER
NEW PORCH CEILING FINISH & COLUMN FINISH AS PER OWNER
EXISTING HOUSE CONCRETE PARKING & SIDEWALKS NOT SHOWN
METAL EDGE DRIP -2x4 SYP#2 CEILING JOIST @ 24" O.C.
NO MECHANICAL, ELECTRICAL, OR PLUMBING
(TOE—NAIL @ EA. END)
INVOLVED IN THIS PROJECT. 2x8 P.T. SUB—FASCIA *Vermey A i tect
VINYL FASCIA
(MATCH EXISTING)ELEVATION
CEILING FINISH AS PER OWNERFOOTAGE
420 Third St. South
VINYL SOFFIT (VENTED)
V)
_ ,—Q» (MATCH EXISTING)
NEW PORCH 310'
(2)2x12 SYP#2 BEAM Jacksonville Beach , FI .
16"EAVE TYP. yy
(MATCH EXIST.) / 12" FLITCH PLATE/ 32250
NEW H&C: 0'
NEW UNDER ROOF: 310' (2)SIMPSON "MSTA24" STRAP w (904)246- 1150
NEW SLAB: 119' or = @ EA. POST
a
4x4 P.T. SYP#2 POST
APPROX. BLDG. HGT.(14'-6-) (SEE POST DETAIL)
SHINGLE ROOFING
(MATCH EXISTING) SIMPSON "ABU44" BASE CONC. SLAB-4" THICK (2500 psi) w/FIBERMESH
HARDI—LAP SIDING or = @ EA. POST REINFORCEMENT over VAPOR BARRIER c
on TERMITE TREATED, COMPACTED EARTH
8' PLATE HGT. GRADE 1s" 4" r
.e a
Lic. No. : AR4630
(--12" 16"(D)x12"(W) MONOLITHIC FOOTING
w/(2) #5 REBAR CONT. Drawn
B y
4x4 P.T POST (2500psi—GONG) '
PLANS®
�
TYPICAL
UNLIMITEDZ
SReviewed By:
GRADE
—— — — — F.F. ELEV. (0'-0") GV
NEW PORCH N.T.S. '
Draw Date:
EXISTING HOUSE 08 / 12 / 1 3
Print Date:
EAST ELEVATION 08 / 19 / 13
y4„ _ ,-O"
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