812 BONITA RD - ADDITION DRAWINGS BUILDING DATA
OWNER—
RENOVATIO S OF ADDITION TO : WALKER RESIDENCE
812 BONITA ROAD
ATLANTIC BEACH BEACH, FL. 32233
PH— (904)
CONTACT— PHILLIP WALKER
812 BONITA ROAD LEGAL DESCRIPTION:
30-60 38-2S-29E
ATLANTIC EACH FLA. 32233 ROYAL PALMS UNIT I
LOT 11 BLOCK 1
BUILDING CODES FLORIDA BUILDING CODE 2010
GOVERNING BUILDING CODES
CONSTRUCTION SHALL COMPLY
WITH THE FOLLOWING CODES
2010 FLORIDA BUILDING CODE
2010 FLORIDA EXISTING BUILDING
0
ALTERATION LEVEL 1
0 ALTERATION LEVEL 2
0 ALTERATION LEVEL 3
2010 FLORIDA PLUMBING CODE
2010 FLORIDA MECHANICAL CODE
BONITA ROAD 2010 FLORIDA RESIDENTIAL CODE
ions 2008 NATIONAL ELECTRICAL CODE
(601 R/W)
Great Inflate
040
r1ner Rd,
Aill Pro A4t6qi1V0wV'!�, WIND ZONE INFORMATION
C�_ N850 2010211 W
jl'� (n
140rne Plate Diner
SlIfifish Or E-
(ULESS SPECIFIED BY THE ENGINEERINR OF RECORD)
8 65' (R) ,
S-ailh3h Dr r
4
_C7
k NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH,
-?16 Vitt ell riberjwk Ln
Amberiao, AND MEETS THE REQUIREMENTS OF SECTION 1607.1 OF THE
2010 EDITION OF THE FLORIDA BUILDING CODE.
: SEE . PARCEL 0
Dom-kids r=a -00011* �
ri
MA
x'qw 4 12 091*0 Rd
%IS DECK, (IS)/ LOCATED IN THE WIND BORNE DEBRIS REGION
Pi
WTI
Pk
C� BASIC WIND SPEED (M.P.H. 3-SECOND GUST 13 mp rg
.'�'Moneytree AtM
CONC.
Iqed 1 .0
WIND IMPORTANCE FACTOR
Ada a. US Post Office
BUILDING CATEGORY
tiabZ110 Dr
25'BUILDING RESTRICTION LINE
15.4$ -------
PROPOSED I WIND EXPOSURE CATEGORY
COV'D
a-
CONC. AREA OF
1 4.5p WORK ISO 120
LOCATI ON MAP 2 130
0 PR DJECT
20
CD ONE STORY FRAME & LO 'NATION
owlim
Co
low
BLOCK RE-SIDENCE.w/ 1 .5
F"
EAVES No. 812 140
_J IL
Saw
CY5
woo 15.5'
240
hooft
S21
o-w
1110
817 A/C notes 250 1610
waves we mmimd do"go 9-smaw one
wind speada to idle&par h6ur(gV*) at 33 170
CONC. ft(Ift)abm v fW IKPKWO C gat- 4000
cr)
896vow"Um bnv"n cgetworo
CY) ls permitted. 3.60
3- 181001115 md 41086tal Wvm outside tim am
0 FRAME PUMP 1� P" "M IMU W tM 18$t W110&Md
HOUSE w/ 00 C=tmr of the Comm aria. 178
SEE SKETCH OF WELL
4* P%owtwwmo wro-sin, @wg9j, oc#m
Lo
limmentwins md smiaa wind rwgims
SURVEY 0 NMU W=Ml1kftd for somml 6dod calMi-
ISO
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Co S. ktod 90080 OWro%P=d to approximmitely
a?X pr4bdmty of#xCoodance is so y#wg
CY) 01000161 00=61000ft ftvbNMIity a 4.61443,
LOT 11 NU a 7M yaws).
LOT 12 BLOCK 1 0 LOT 10 0 Lij
BLOCK 1 qtq. BLOCK 1 11-_ m
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f
12'_2 0 Cn
FIG I Uj -
212 609A ULTMATE DESIGN VVIND SPEEDS,V.,FOR RISK CATEGOW III BUILDINGS AND OTHER STRUCTURES o :5
1711010000
FRAMED SHED 0 LL
701 ------ ON BLOCKS
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Co
GENERAL NOTES ,
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Q) LuSkills
T4 CONSTRUCTION WORK SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AS < Z
------ THIEY APPLY TO THIS PROJECT ALONG WITH ALL THE REQUIREMENTS OF THE STANDARD BUILDING >
COOE, SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL, LATEST EDITIONS.
DRAINAGE �jTi�7Y EA 0
SE%NT 2. Do NOT SCALE THE DRAWINGS. DIMENSIONS SHALL GOVERN IN ALL INSTANCES. REPORT ANY z
Lij
1A.I DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK,
LOT 23
so BLOCK 1 3. P%IIkNS ASSUME A SOIL BEARING CAPACITY OF 2,500 PSF. IF SITE CONDITIONS EXIST TO THE
7" N850 20'02" W --------- CONTRARY, NOTIFY ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK.
4. ALL CONCRETE SHALL ACHIEVE 2,500 P.S.I. BEARING CAPACITY IN 28 DAYS. ALL CONCRETE SHALL
80-651 LOT 25 BE-READY—MIXED IN ACCORDANCE WITH A.S.T.M. SPECIFICATIONS,
k
LOT 24 BLOCK I
5. AL
L LUMBER IN CONTACT WITH MASONRY OF CONCRETE SHALL BE PRESSURE TREATED.
BLOCK I 'S SET" OF CONSTRUCTION DRAWINGS. IT IS NOT THE INTENT OF THESE
6. T4 A "BUILDER
D INGS TO SHOW DRAWINGS TO SHOW EVERY DETAIL OF CONSTRUCTION. THE BUILDER SHALL
B RESPONSIBLE FOR SUPPLYING ADDITIONAL AND/OR SUPPLEMENTAL INFORMATION REQUIRED
F THIS PROJECT. IT SHALL BE IT SHALL BE THE BUILDER'S RESPONSIBILITY TO CHECK, VERIFY
A COORDINATE DIMENSIONS, BEARING POINTS AND LAST LOADS, CONSTRUCTION DETAILS, NOTES
AN, ALL PHASES OF CONSTRUCTION REQUIRED TO COMPLETE THIS PROJECT. ALL FINISH AND
EQ I MENT SELECTIONS SHALL BE VERIFIED WITH THE OWNER/ BUILDER
7. PRIOR TO COMMENCEMENT OF SITE WORK, THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE
ALL UTILITIES AND IRRIGATION LINES AND REPORT ANY CONFLICT WITH THIS SET OF PLANS IN
WR(TING TO THE ARCHITECT.
8. ALC EXPOSED METALS, NAILS, HINGES, HANDLES, FASTENERS, ETC, SHALL BE STAINLESS STEEL OR
A METAL AS CHOSEN BY THE CONTRACTOR TO WITHSTAND THE HIGH SALT ENVIRONMENT OF
COASTAL CONSTRUCTION.
PARCEL MAP S K ETC H OF S U RVEY
SCALE: 1 1 o'
DRAIVING INDEX
G-1 TITLE
SP—t ARCHITECTURAL SITE PLAN
D-1 DEMOLITION
A.
A-1 FOUNDATION
A-2A� FLOOR PLAN
A-3 ELEVATIONS
A-4 ROOF PLAN
COPYR"GHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRI'GHT AND 07 HER PROPERTY RIGHT IN THESE PLANS. THESE PLAN. AND DRAWINGS ARE NOT TO BE REPRODUCED, CH/-',"_�_'_:_D OR CC ANY FORV OR V" NER WHAT SO EVER V%'--HOUT FIRS_ _-�E __XPREES W�Rll__EN CONSENT OF
OBTAINING SAID WRITTEN CO�ISENT. SCALE:
GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST TITLE N.T.S.
WIN
CC
-11_71q
C
BONITA ROAD
(60' R/W)
N850 2010211 W 80-651 (R) ZONING: ARS- 1
PROPERTY AREA: 136,778 S.F.
(3. 14 ACRES)
PROPOSED: 555 S.F. ONE STORY
ADDITION
MAX HEIGHT: ± 12 1
FOUNDATION: 4)) CONC. SLAB ON GRADE
w/ THICKENED EDGES
STRUCTURE: #2 S.Y.P. EXTERIOR WALL
WOOD FRAMING
#2 SP INTERIOR WOOD
FRAMING
CONC.
5/" 12'-4" 21)
\1 4'
25 ' SETBACK UNE
7�71,1'1 717
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LOT 12 ILL (10
JH fSE LINE BELOW
PUMP H(DUSE
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WELL TRANSFER LINE BLOCK 1
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PROPOSED WORK
SEE NEW FLOOR PLAN
SHEET A-2
FRAVED SHED
ON 1311--O('.�KS
L
10' DRAINAGE &
LOT 23 T N850 20'02" W 80-65' (R)
JT�L�T\'/ EASEMEN :
BLOCK 1
LOT 24
BLOCK 1
-SS WRITTEN CONSENT OF SCALE:
OR COP17D IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRI
(D COPYRIGHT 2015 GERARD VERMEY, ARCH ITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGH7! 'N THESE PLANS. THESE PlANS AND DRAWINGS ARE NOT TO BE REPRODUCED, N
Opp
3/16p) 1
SITE PLAN
E ASS�GNIE-D TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT.
GERARD VERMEY, ARCHITECT, NOR ARE THEY TO B-7
CONIC.
18'
25 ' BULDING SETBACK UNE
CC
DENOTES THE
APPROXIMATE AREA OF
PRCPCSI-D CONCRETE TO BE
cc III
REMOVED FOR NEW
CONCRETE 7 0 ADDITION. ul
ENTI`-�lv
BE REMOVED
Li
THIS OPENING IS TO
BE INCREASED TO THE
MAXIMUM WIDTH OF
EXISTING LINTEL ALL (4) EXISTING
ABOVE.
CO \�a WINDOWS SHALL
BE REUSED. USE
NO WORK LIVING ROOM EXTREME CAUTION
S LE E
DURING REMOVAL
DEMOLITION REMOVE EXISTING
CONCRETE SLAB
PLAN
00
C14
NO WORK
<
----------
EX I ST.
CONC.
PROPOSED ALL DASHED LINE WORK
WORK DENOTES THE COMPLETE
REMOVAL OF WALLS,
F KITCHEN WINDOWS, CEILING, ROOF,
ELECTRICAL COMPONENTS
(RECEPTACLES,
SWITCHES, LIGHTS)
A/C RELOCATE
PAD EXISTING WELL
CONC� PUMP HOUSE.
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ow
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gz
EXIST. UJ
PUMP
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APPROXIMATE AREA
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EXCAVATE
z
DENOTES THE > j
4' APPROXIMATE AREA OF 0 <
CONCRETE SIDEWALK z
Lu
12' TO BE REMOVED FOR
NEW ADDITION.
SITE DEMOLITION P LAN- DEMOLITION PLAN-
SCALE, Y16"=l '-O" SCALE: J/4"=V-0"
-S ARE NOT TO BE REPRODUCED --D jF N A\\/ FORM OR MANNER WHAT SO EVER WITHOUT Fl:�ST OBTAINING THE EXPRESS WRITTEN CONSENT OF
COPYRIGHT Z2015 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND (j-HER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAV\/IN�� SCALE:
NT.
DEMOLITION PLAN AS NOTED
GERARD" VERME ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTv WITHOUT FIRST OBTAINING SA D WR7TE'\, CONS
NOTES
DESIGN IN ACCORDANCE WITH REQUIREMEN-17S OF THE FL2-jRIDA
BUILDING CODE 20� 0.
1 � LIVE LOADS:
UNIFORM LIVE LOADS
Y2" EXPANSION LANDING 100 PSF
l '-4" #5 DOWEL 12'-4" JOINT MATERIAL
DRILLED AND
EPDXIED INTO 2. LATERAL LOADS:
EXISTING 8" @
CONT. #5 6x6/1 0-10 6mil VAPOR 2-CONT. #5 BARS EXIST. CONC WIND DESIGN PER FBC 2010, ASCE7-10
24" O.C. W.W.M., SEE BARRIER SLAB BASIC WIND SPEED 130 MPH
NOTIF 1 z: N "I - BUh DING CATEGORY 11
—x --x— --xll—x—x—x—x—x--x----x—A—x—x--x—x—x x--x—)i—x—x--x---x—x--x —x—x —x--x--X—X--x—x ---raK--x—x--x —x—x—x—X--X--X---X---X—X—X IMPORTANCE FACTOR 1 .00
EXPOSURE D
ENCLOSURE CLASS�FICA� ION ENCLOSED
3. REINFORCED CONCRETE:
6" DESIGN AS PER ACI 318-10
REQUIRED COMPRESSIVE STRENGTHS:
CONVENTIONAL SHALLOW FOOTINGS f'c 2500 PSI
ALL OTHER CONCRETE (U.N.O.' f'c 2500 PSI
4" CONC. STOOP 6P-51) 12)-4p'
w/ THICKENED
-SS OTHERWISE SHOWN ON DRAWINGS, MINIMl.'M CONCRETE COVER
EDGES UNLE
F\--'R REINFORCING SHALL BE AS FOLLOWS:
U
FOOTINGS
3 % F- — — — — — — — — — — — —
ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE
TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS
EXISTING S LAB & AND SPECIFICATIONS. ALL R- �NFOR'C'ING STEEL SHALL BE HELD
S E CT 10 N- -ION WITH STANDARD ACCESSORIES DURING PLACING
FOOTING SECURELY IN POSIFF
SCALE: 3/4"=l '-O" 0'- CONCRETE.
REINFORCING STEEL - ASTM A615 GRADE 60
WELDED WIRE FABRIC - ASTM Al 85
49
4" SLAB w/ 6x6 -10/lo SPLICES IN REINFOR'\-.ING, WH RE PERMITTED, SHALL BE 40 BAR a
W.W.M & THICKENED DIAMETERS. IN
EDGES w
ON INSTECT TREATED FOUNDATION-.
12'-4" COMPACT FILL CONVENTIONAL SHALLOW CONCRETE FOOTINGS
REQUIRED SOIL BEARING CAPACITY 2500 PSF
-7
2-CONT. #5 6x6/1 0-10 6mil VAPOR 2-CONT. #5 BARS LIVNG ROOM
W.W.M., SEE BARRIER
NnTF 1 ZL
�-X-X�-X--X-X_X�-/- x x x-x-x-x-x-x-'�1--4-x-x-x--x--x x�r-x-x-x-x-x-x-x-x-x---ac -�-x-x-x-x-x-x-x-x-2-x-x---- cc
+
+
+
qv gal
GRAIDE I I NEW SLAB TO ALIGN EXIST. DIN
A
FLUSH w/ EXISITING CONC.
N
z
L I
X-
x x—
+
/1011
S ECTI 0 N-
SCALE: 3/4"=l'-O" -K!TCHEN WIND LOAD NOTES:
CODES: FLORIDA BUILDING CODE 2010&ASCE-7010 p
l'-4" #5 DOWEL ENCLOSURE ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT
DRILLED AND EPDXIED GCpi: +.18 OR-.18 �4 5
E!
INTO EXISTING 8" @ 24"
WIND PRESSURE TO COMPONENTS&CLADDING END ZONE= 8'-0"
0 O.C.
1101 'Al
0
WALL ZONE AREAS(SF) WIND LOADS(PSF)
POSITIVE SUCTION
INTERIOR 10 +66.4 -72.1
20 +63.3 -69.1
50 +59.5 -65.1
6P-5"
ENDZONE 100 +56.6 -62.1
SOLID POUR 6mil VAPOR 10 +66.4 -89.0
1-CONT. #5 6x6/1 0-10 (OPTIONAL), SEE BARRIER 20 +63.3 -83.6
NOIF 2 EXIST. -75.1
W.W.M., SEE 43 CONC. 50 +59.5
-IV-x-x--x--x-x 100 +56.6 -69.1
NOTE 1 4 ';4e�
4-
4
NOTE: AWS DESIGN PRESSURE=ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6
-x _x X---X 'i—,4X—X- -x--I—X---x-<-x—x---x—41---x—x—x—x—x—x----x—x—x----x—J
GRADE
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NOTES:
1 . IN LIEU OF W.W.M., FIBER CRETE MAY BE USED.
2. IN LIEU OF SOLID POUR, PROVIDE Y2" EXPANSION
JOINT @ COLD POUR
FOUNDATION PLAN SCALE:
C7HFR PROPERTY RIGHT G T
COPYRIG-�T 2015 GERARD VERMEY, ARCHIT CT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND IN THESE PLANS. THESE TLANS AND DRAWINGS ARE NOT TO 13E REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOJT FIRST OBTAININ [HE EXPRESS WRITTEN CONSENT OF SCALE:
CONSENT. FOUNDATION PLAN 4 =1
GERARD VERMEY, ARCHITECT, NOR ARE T'-" BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN
FRAMERS NOTE:
T ALL INTERIOR WALLS TO BE 2x4 SPRUCE @ 24" O.C. U.N.O.
DOOR SCHEDULE ALL EXTERIOR WALLS TO BE #2 S.Y.P. 2x4x8' @ 16" O.C.
WINDOW SCHEDULE - - - - - - - - - - - - - - - - - - - - - - - -
DOOR FRAM E REMARKS ALL SOLE PLATES THAT COME INTO CONTACT w/ CONCRETE SHALL
MODEL �OUGH OPENING GLAZING FRAME REMARKS MARK WD x HT THK MATL TYPE GROUP MATL RATI N G BE PRESSURE TREATED #2 S.Y.P.
XT
:YPE WIDTH HEIGHT INTERIOR E iERIOR D01 3'—O"x6'-8" 1 WOOD PRE—HUNG 2 WOOD
W01 EXISTING 2'-aY2" 3'-OY2 _E_XIS7TR_G EXISTING EXISTING D02 2'-8"x6'-8" 1 —3/4" WOOD EXTE-RIO I R 1 WOOD PROVIDE AND INSTALL FIRE BLOCKING IN MASTER BATH PERIMETER
W02 EXISTING 3'—OY2" 3'-OY2 EXISTING EXISTING (EGRESS TYPE) D03 2'-6"x6'-8" 1 WOOD PRE�-HUNG 3 WOOD WALLS.
NOTES: D04 2)-6$lx6$-8t' 1 -3/4" WOOD 4 WOOD ALL WET WALLS (WALLS w/ PLUMBING) TO HAVE M.R. G.W.B.
1. VERIFY ROUGH OPENING DIMENSIONS WITH WINDOW MANUFACTURER.
2. ALL WINDOWS ARE EXISTING AND SHALL BE RE-USED HARDWARE SCHEDULE SHOWER WALLS AND FLOOR TO HAVE Y2$' CEMENT BACKER BOARD
I
GROUP 1 GROUP GRQUP3 GROUP 4 USE DOUBLE #2 S.Y.P. 2x6 w/ Y2" SHIM FOR ALL WINDOW/DOOR
ENTRY SET BEDROOM PRIVACY PASSAGE HEADERS IN EXTERIOR WALL w/ OPENINGS NO MORE THAN 42".
USE 2x8 #2 S.Y.P. FOR ALL OTHER OPENINGS EXCEEDING 42"
HARDWARE NOTES:
USE "SIPMSON" ABU66 @ BASE OF P.T. 6x6 P.T. POST &
"SIMPSON" ECCLLQ @ POST TO BEAM
1 . KEYED ALIKE EXISTING
/— — — — — — — — — — — — -- — — — -- — — — — — — - - USE "SIMPSON" HU210-2 @ BEAM TO HOUSE
ALL THREAD RODS WALL HOLD DOWNS SHALL BE @ 32" O.C.
WINDOW AND DOOR JACKS SHALL HAVE ONE (1) FULL HEIGHT
KING STUD w/ JACK STUD ATTACHED
SEE ROOF PLAN ROOF PLAN-
SECTIONS FOR ALL ))=1 O)l
ROOF INFORMATION SCALE: Y8
12
INSULATION 14
BAFFLE BETWEEN "SIMPSON" H2.5
ea. TRUSS
@ ea. TRUSS
T.0.W. 18'—9
------------------- 8'-0 A.F.F.
5/8 G.W.B. C LG. J 5 12'-4"
6x6 P.T.__\ cc
POST 61-1 Opp
FIBERGLASS
'k�
INSULATION R=30
rg vi
V-4"
DBL. 2x4 #2 iL v
S.Y.P. TOP PLATE O.H.
TYVEK OR EQUAL HOUSEWRAP ENTEY
OVERY2" CDX PLYWD OR EQUAL
SHEATHING, ATTACH TO STUD w/ FINISH TO
8d COMMONS, 4" O.C. @ EDGES ALIGN
& 8" O.C. IN FIELD ON #2 S.Y.P.
Y2 G.W.B. 2x4 STUDS @ 16" O.C., PROVIDE V/
THROUGH—OUT FIRE BLOCKING 48" A.F.F. @ D
EXCEPT AS NOTED 00
OTHERWISE MASTER BATH PERIMETER WALLS. 0 -1
FI LL ALL WALL CAVITI ES w/ (R 11
FIBERGLASS BATT INSULATION
00
LIVING ROOM
OFFICE
Lo
—5/8" ALL-THREAD
DRILLED AND FAN
EPDXIED INTO SLAB
6$1 24x48 00 CONC.
2x6 #2 S.Y.P. UNT
(b 0
BOTT. PLATE
FRAMED OPENING
SEE SHEET Al FOR
INFILL. WALL
ALL FOOTING & HARDI—PLANK 00
FAN
SECTION THICKNESS TO
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MATCH EXISTING MA5IEI3
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SCALE: 3/4" 1 0
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SINGLE POLE SWITCH
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EXHAUST FAN z
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W.1.C.
MASTER
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TIE PLUMING
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110V DUPLEX RECEPTACLE FIXTURES TO
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AND WATER SUPPLY
CEILING MOUNT INCANDESCENT
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SMOKE DETECTOR
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CEIL�NG FAN r
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FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF SCALE:
0 COPYRIG-�T 2015 GERARD VERVEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RICH- THESE PLANS. THESE PL-ANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR 'C'OPIED IN ANY FORM OR MANNER WHAT SO EVER WITHO",
GERARD VFRMEY, ARCHITE,�,T, NOR ARE THEY TO 13E ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. FLOOR PLAN 4"=V-0"
N 0 T E S)
SHADED AREA
INDICATES ROOF
OVERFRAMING. SEE
SHEET A-4
12 30YR ASPHALT 12 13
3 F SHINGLES
------ --------------- ------------ -------------------- ------ ------------------
-4
NOTCH BEAM INTO 6x6 P.T.
CORNER. SEE SHEET POST
A-4
F.F------------------------------------- - -------------------------------------------------------------------------------------
18'-9
ADDITION EXISTING
FRONT ELEVATION
SCALE: )/4$)=l P—V) (NORTH)
FRONT
T
cc
— — — — — — — — — — — — — — — — — — — — — — — —
cc 4i
SEE WINDo' w
SCHEDULE
12
12 E
30YR ASPHALT
13
F
SHINGLES
1 -4)9
00
- - - - - - - - - - - - -- - - - -- - - - - - - - -
00
F.F.
-------------------------------------
- ------------------------------------ -------------------------- --------
45' ADDITION
R EAR
LEFT ELEVATION-
SCALE: Y4"=l '—O" (EAST)
OVERALL PLAN-
ow
II.— (.) M
ce)
z
SHADED AREA 0 Z
INDICATES ROOF p: UJ c�
OVERFRAMING. SEE 250 ol
SHEET A-4 a — Q UL.
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0
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12
W Fo L)
30YR ASPHALT > j
0
SHINGLES z
1p-4" V-4"
------------------------------------------------------ - ---- ---------------------------------------------------------------- F.F.
r
12)-4$1
EXISTING ADDITION
3
w
EEAR ELEVATION-
SCALE: Y4"=l '—O" (SOUTH)
0 COPYRIGHT 2015 GERARD VERVEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO L-3E REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WR17EN CONSENT OF SCALE:
i TTEN CONSENT.
THEY OUT ELEVATIONS ASNOTED
GERARD VERMEY, ARCHITECT, NOR ARE TO BE ASSIGNED TO ANY PARTY WITH, FIRST OBTAINING SAID WRli
FRAMERS NOTE:
"SIMPSON" MST37 NOT DBL. TOP DBL. 2x12 #2 S.Y.P. ROOF SHEATHING OF ADDITION SHALL BE Y2" O.S.B. OR EQUAL
DRAWN FOR CLARITY BUT PLATE (TYP) BEAM
FASTENED PER DECK NAILLING PATTERN DETAIL THIS SHEET.
SHALL BE INSTALLED 12" ON
2x6 �2 S.Y.P JACK STUD AND TO CONT.
FASCIA SHALL BE PRIMED 2x6 SPF NAILED TO TRUSS ENDS w/
RAFTER @ 24" ACROSS BEAM AND
P.T. 1 x DRI EDGE
TERMINATE ON TOP PLATE.
0.S.B. 0 R O.C.
A L
UNDERLAYMENT SHALL BE 15# FELT (TAR—PAPER) ATTACHED TO
FILLED w/ 10d COMMONS
EQU ALL NAIL HOLES SHALL BE
#2 S.Y.P. 2x6 DECK w/ PLATIC CAP OR EQUAL @ 12" O.C. HORIZ & VERT.
RIDGE
SHINGLES SHALL BE 30YR ASPHALT SHINGLES TO MATCH EXISTING
2x6 #2 S.Y.P Ld USE 26go GALV. FLASHING @ VALLEYS
RAFTER @ 24"
O.C. 3x3 BEAM NOTCH ALL FRAMING MEMBERS SHALL BE #2 S.Y.P. OR BETTER
2x8 #2 S,Y.P
RIDGE BEAM
2—#2 S.Y.P.
2x4JACK
#2 S.Y.P. 2x8 LEDGER
STUDS
2x6 #2 S.Y.P ATTACHED TO
HIP RIDGE CORRESPONDING TRUSS 2—#2 S.Y.P.
SIMPSON H3 @ RAFTER EXISTING BELOW w/ 2—#lOx3" 2x4 KING
RIDGE HEEL TO LEDGER ROOF GRIP SCREW STUDS
2x8 #2 S.Y.P RIDGE (FILL w/ 8d
RAFTER LEDGER COMMONS)
FASTEND TO ea.
EXISTING TRUSS
MEMBER BELOW w/
(2) #10 WOOD SECTION A-A.
SCREWS SCALE: 3/4 =1
_D ETA I L.
2x8 #2 S.Y.P $)
RAFTER LEDGER SCALE: 1Y2 _l '—o EDGE 5TRIPS
FASTEND TO ea. 8d RING SHANK
EXISTING TRUSS NAILS 0 4" OX,
MEMBER BELOW W/ EDGE AND 6" OC
FIELD AT EDGE
(2) #10 WOOD ED TRIP REGION
SCREWS
NOTCH BEAM AND
CORNER, SEE DEETAIL
THIS SHEET
DBL. 2x12 #2 S.Y.P.
BEAMS �OR ZONE
Li
Ld CD
cc
"SIMPSON" HU210-2
4'-0"
JLij
Ld
EDGE STRI
INTERIOR ZONE
PARTIAL ROOF PLAN @ OVERFRAMING
8d RINGSHANK
)_C SHADED AREA NAILS 0 6" O.C.
INDICATES ROOF EDGE AND FIELD
SCALE:
AT INTERIOR
OVERFRAMING. SEE ROOF DECK NAUNG PATTERN
REGION
DETAILS THIS SHEET _7'
SCALE: NTS
30YR ASPHALT
SHINGLES
OUTLINE OF
ADDITION BELOW
RIDGE
2x6 #2 S.Y.P P7
RAFTER @ 24"
O.C.
2x8 #2 S.Y.P
RIDGE BEAM
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cn
z
N
cf)
uj
L.Li
LL. Uj <
OUTLINE OF cr_ 0 E
EXISTING BELOW CD w zo
z ry
0 hoohm —
uj
Z
> j
0 <
z
w
2x8 #2 S.Y,P
RAFTER LEDGER
FASTEND TO ea.
EXISTING TRUSS
MEMBER BELOW wl
(2) #10 WOOD
SCREWS
SIMPSON H3 @
RAFTER HEEL TO
LEDGER & RIDGE 2—#lOx3" ROOF
(FILL w/ 8d GRIP SCREW
COMMONS)
UIIV " ALL ROOF PLAN-
SCA�_E: )/8))=i
TYPICAL OVERFRAMING DETAIL.
SCALE: 3/4))=l )_opp PARTIAL
T L SCALE:
C) COPYRIGHT 2015 GERARD VERMEY, ARCHITECT, F-L. #4630 DESIGNER, EXPRESSLY RESERV' S H,S COPYRIGHT AND OTHE�D, PROPERTY RIGHT IN PLANS. THESE PLA\�S AND DRAWINGS ARE NOT 0 BE REPRODUCED, C ,ANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF
OBT ROOF PLAN
SAID WRITIEN CONSENT. —01
GERARD VERM Y, A-_�CH7ECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST AININ(7 )/4)1