HomeMy WebLinkAboutBuilding PlanAccu6[enWConcrefe Vesl n
COMMUNITY:
Architectural Specification_
General Scope of Nork
1. MATERIALS AND METHODS OF CONSTRUCTIONS SHALL CONFORM TO THE REQUIREMENTS OF SAINT LUGIE COUNTY
FLORIDA, AND THE FLORIDA RE51DENTIAL BUILDING CODE 2020, 1TH EDITION.
2. SCOPE OF WORK INGLUDE5:
a) KEEP EXISTING CONCRETE CARPORT SLAB,.
b) FRAME AND ENCLOSED EXISTING CARPORT TO CREATE A WALK IN CLOSET, BATHROOM, AND ROOM AREA AS SHOWN.
c) INSTALL SHOWER, TOILET & SINK TAP INTO EXISTING SEWER LINE, ADD STANDARD ELECTRICAL, WINDOW5 DOORS
d) INSULATION, SHEET ROCK, AND TAP INTO EXISTING A/G VENT.
e) INSTALL DOORS, WINDOWS,
f) APPLY SIDING TO MATCH EXISTING, PAINT INTERIOR ADD FIXTURES PER CONTRACT.
WOOD
.......... _.... _.
1. PLYWOOD: APA EXP-1, GDX. ROOF SHEATHING: 5/6" (19/32" MIN). 32/16 SPAN.
2. LUMBER: FURRING & BLOCKING: DOUGLAS FIR -LARCH, HEM -FIR, SOUTHERN PINE, NO.2 OR BETTER, MAX. M015TURE
CONTENT. USE PRE55URE TREATED WHERE NOTED AND OR REQUIRED AND IDENTIFIED PER FBG 2503.1.5.1.
3. FRAMING ANCHORS: 51MPSON GALVANIZED, WALL NAILS, SGREW5 AS SCHEDULED,
4. ANCHOR ADHESIVE: 51MF50N AT ACRYLIC -TIE, 2 COMPONENT, GAT. PA. b9
MOISTURE AND THERMAL PROTECTION
1. INSULATION ATTIC: R-50 MANVILLE KRAFT-FACED THERMAL INSULATION: INSTALL IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS FOR THE GIVEN CONDITION.
2. INSULATION WALL: INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION. PERFORATED ALUMINUM, 5EE
PRODUCT APPROVAL
3. CAULKING / SEALANT: GE SILICONE II X5T, (PAINTABLE )
DOORS
1. EXTERIOR DOORS 1-3/4" PRE -HUNG, FIBERGLA55 OR METAL, IMPACT RATED, FLUSH OR PANEL INSULATED GORE,
PRE -FINISHED, 3-BUTT HINGES PER DOOR, 36" X 80" SIZE, RAIN -TIGHT WEATHER5TRIPPING AND WEATHER5EAL THRESHOLD,
HARDWARE: KEYED EXTERIOR LOCK5ET. IN ACCORDANCE WITH PRODUCT APPROVAL.
PAINT & FIN15HE5
1. SIDING & SHEET ROCK (GYPSUM) WALL BOARD SHALL BE U.S. GYPSUM OR EQUAL, INSTALL IN ACCORDANCE WITH
MANUFACTURER;5 INSTRUCTIONS.
2. PAINT INTERIOR (2) GOATS OF VINYL LATEX 5EM1-GLO55,
3. FLOOR FINISH AS SELECTED BY OWNER.
3A. CONCRETE ANCHOR AND FASTENERS:
EXPAN51ON ANCHORS SHALL BE W5 SERIES WEDGE ANCHORS AS MANUFACTURED BY PHILLIPS RED HEAD, OR HILTI
KWIK BOLT A5 MANUFACTURED BY HILLI, INC. OR APPROVED EQUAL.
5A. EXISTING SLABS ON GRADE SHALL BE 4" THICK AND REINFORCED WITH bx6-W1.4xW1.4 W.W.M. UNLE55
OTHERWISE NOTED, LAP MESH T' AT EDGES AND ENDS AND PROVIDE ADDITIONAL REINFORCING WHEN 5HOWN ON DRAWIN65.
PLACE MESH IN CENTER OF SLAB.
>PROPERTY INFORMATION
<
PLANS EXAMER REVIEW JOSEPH FERSCH 911512021
ADDRESS:
157 Se Placita Ct.
REVIEWS AND COMMENTS <
>City/State/Zip:
Port St. Lucie, Fl. 34983
COMMENTS: SUBMIT DETAIL SHOWING COMPLIANCE WITH R318.7 #3 <
'Parcel#:
3419-550-0138-00011
RESPONSE: ADD TRANSITION DETAILS TO SHOW COMPLIANCE AS REQUESTED SHEET A-3 <
>Jurisdiction:
Saint Lucie County
COMMENTS: PROVIDE DETAILS PURSUANT TO-BECTION R703.1 FBC 7TH ED 2020 <
>Zoning:
RS-4
RESPONSE: ADD DETAILS AS REQUESTED SHEET A-3 <
>Lot#.
15
COMMENTS: PROVIDE DETAILS PURSUANT TO R506.2.3 FBC 7TH ED 2020
>Block:
71
RESPONSE. ADD DETAIL TO SHOW TERMITES SHIELD SHEET A-4
>Permit Number:
2108-0212
<
>permitType:
Build Resid Addition
REVISED 2/22/2022
REFERENCE SYMBOLS
2X FRAME WALL
2X FRAME WALL WITH INSULATION
2X BEARING WALL WITH STUDS AT 16"O.C.
CONCRETE BLOCK WALL
BRICK VENEER
D01
W1
R01
DOOR NUMBER
REF: PERMIT #1622960
WINDOW NUMBER
REMODELING NUMBER
DETAIL NUMBER BUILDING SECTION TAG
SHEET NUMBER 4
DETAIL NUMBER I
SHEET NUMBER DETAIL KEY MC MEDICINE CABINET
ELEVATION INTERIOR ELEVATION KEY
NUMBER VIEW
ORIENTATION
DE51ON STATEMENT:
THI5 STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD
INDIVIDUAL DESIGN DRAWINGS SHOW SPECIAL LOADING CONDITIONS:
DESIGN PARAMETER:
2020 FLORIDA RESIDENTIAL BUILDING CODE, lth EDITION
BUILDING DESIGN: ENCLOSED
ULTIMATE WIND SPEED: 150 MPH 3 SECOND GUST
DESIGN CODE: FBC2020/TP12001
WIND CODE: A5CE i-10 {ALL HEIGHT} WIND SPEED: 160 MPH
ROOF LOAD: 40.0 P5F FLOOR LOAD: N/A P5F
RISK CATEGORY:
INTERNAL PRESSURE COEFFICIENT:
BUILDING MEAN HEIGHT:
ROOF OVERHANG:
ROOF PITCH:
OCCUPANCY:
1 BEDROOM. 1 BATH, WALK IN CLOSET
CONSTRUCTION:
TYPE V
UNPROTECTED,UN5PRINKLERED
EXT. BRG WALL5 - 2X6 FRAME
it
4:12
INT WALL5 - WOOD OR METAL STUDS & DRYWALL
ASPHALT ARCHITECTURAL SHINGLES
AREA TABULATIONS
ENCLOSED ROOM AREA: 189 50.
FT.
BATH AREA: 36 50.
FT.
WALK IN CL05ET AREA: 38 50.
FT.
TOTAL AREA: 263 50.
FT.
?i�ta�a�� imt
157
,Saint L:'ucie Couni�
INDEX OF DRAWINGS
A-1 PROJECT INDEX INFORMATION,SPEC,PROD,APPROVI
A-2 EXISTING AND PROPOSED LAYOUTFLOOR PLAN
A-3 ELEVATIONS,AREA iENCLOSURE
- i
A-5 FRAMING, DETAILS
S-1 SITE PLAN (BY OTHERS)
PRODUCT APPROVAL
WIND SPEED lr;,Oult or llro asd mph (T-R301.2.13)
Building
Product
Opening
Design
Design
Product
Model #
Manufacturer
Glass Description
Size, Spacing Embedment
ID
Pressure
Pressure
sf
sf
MASONITE
MASONITE EXTERIOR
WOOD EDGE STEEL
INTERNATIONAL ONE
#10 WOOD SCREWS OR 1/4" TOPCON 2-1/2 "
1
3068 Impact Resistant
SIDE HINGED DOOR
TAMPA CITY CENTER 201
N/A
MIN, EMBEDMENT 21/2" MIN. EDGE
N/A
+70/-70
Opaque Panels Door
UNIT
NORTH FRANKLINSTR
DISTANCE 3/4" MAX SHIM SPACE
SUITE 300 TAMPA, FL.
FL# 22513.6
43/64" O.ALG.
LAMINATED GLASS
CONSISTING OF 1/8"
SEE ATTACHED AMERICAN CRAFTSMAN
ANNEALED GLASS 7/32"
APPROVAL DETAILS NOTES WINDOWS AND
AMERICAN CRAFTSMAN
AMERICAN
AMERICAN CRAFTSMAN
STEEL SPACER 3/32"
DOORS ASSEMBLES SHALL CONFORM TO
ZONE 4, 30 SF
±50.0 PSF
2
SINGLE HUNG WHITE
CRAFTSMAN
HOME DEPOT
ANNEALED GLASS
FBC-R-2017. ALL CONNECTIONS BY OTHERS
+ 50/-50
±70.0 PSF
VINYL IMPACT WINDOW
70 SERIES
FL# 14911.5
0.090" SAFLEX PVB
SHALL BE CAPABLE OF RESISTING -43.7
INTERLAYER BY
PSF/+37.5 PSF
EASTMAN CHEMICAL
COMPANY 3/32 THK
ANNEALED GLASS
5/8" THICK 5 PLY APA RATED PLYWOOD SHETHING
SHALL BE ATTACHED TO THE STUD THE SIDING
.COMPOSITE
JAMES HARDIE
PANELS SHALL BE INSTALLED OVER 5/8 THICK 5
HARDIE BOARD
ARCHITECTURAL
BUILDING PRODUCT,
PLY APA RATED PLYWOOD SHEATHING
SUPPORTED BY A MIN OF 2X4 S-P-FF WOOD STUDS
SIDING
COMPOSITE SIDING
WALLPANEL
INC 10901 ELM AVE
N/A
SPACED OF 16"O.C. THE SIDING PANEL FASTENER
N/A
+750/-75.0
SYSTEM
FONTANA CA 92337
SHALL BE A 2" LONG 0,223" HEAD DIAM, 0.0 92"
NOA No. 20-0730.06
SHANK DI. CORROSION RESISTANT SIDING NAIL,
SPACED AT 6" O.C. AT PANEL EDGES AND
INTERMEDIATE STUDS
t No. 52101 °•
0, °°• STATE OF o• d(�:
DATE: JOi>EPH SIMMONS III, P.E,
ENGINEER OF: RECORD
# 52101
t�Jl'
®INNERS:
Mayas Property Mgmmt. LLC.
157 SE PLACiTA CT.
Saint Lucie County
OWNER REVIEW ACKNOWLEDGEMENT
2
)ATE
OWNER'S SIGNATURE DATE
NOTE: WHEN PLANS ARE PRINTED ON 11"x 17"
SHEETS, EVERYTHING IS REDUCED BY 50%. (e.g.
1/4" SCALE BECOMES 1/8" SCALE.
SQUARE FOOTAGE
EXISTING CARPORT AREA 189 SQ.FT
ENCLOSED ROOM, BATH,CLOSET 263 SQ.FT
TOTAL ENCLOSED AREA 263 SQ.FT
ACCUBLEND CONCRETE DESIGN
Port St Lucie FI 34953
TRUSSES:
N/A
DRAWN BY:
GG
DATE:
7/19/2021
ENGINEER
:Joseph Simmons P.E.
DATE: 2/22/2022
ENGINEER #: 52101
REVISED:
REVISED:
SHEET NO.
ELECTRIC
METER
E�15TING 4X10 —
BEAM
I
E➢c15TING 4X4
WOPO COLUMN
E�15TING 4X10 —
I BEAM
E➢ 15TING 4X4
WOPD COLUMN
I
OPEN
PATIO SLAB
10'-3" X 26'-6"
10'_lil—
1
EXISTING 4X4
WOOD OL MN
Existing 4"
Concrete
Driveway
Exterior Elevation Back
E3;!
----- ------
i
ENCLOSED
II SCREEN
PORCH
I
I
1 24'-6" X 9'-9"
6i_oa
I
I )I
--- --- --------11
I I
I sosa
- I
I I
UTILITY
I7- I
7'-0" X 5'-O"
el
1 I
1j rt 1
I
I
3'-Or
I I �
I
BASE
I _
f F/F ELEV. i AREA_
I - 4" - 1 M-0" X 27'-0"
- ++ ----- - --T F/F ELEV.
c0 � I I Oi ou
rL_ J
I ry I i
11
COVERED
ARPOR
I
1 -3" X 20'- " '
I I I
� I
I II I
� I
L
I I
I
I
' II Existing 4" s'-a P CH n
18- X3 11
Concrete -- ---
I
Driveway L----------
/E 1,
Exterior Elevation Front
LIVING AREA
1140 SQ FT
EXISTING FLAN
SCALE: 1/4" = I-O"
I
I � m
I m
� I
w.E2,
I
w OPENI PATIO SLAE
9'-1 i' X 25'-10"
EXI5TING 4X10
BEAM
I
Exterior Elevation Back
E3�
r— ----------------------
,
I I
I
ENCLOSED
SCREEN
1 PORCH
24'-6" X 9'-9"
I
I
----------------- — --7--
r I III 68
WALK-IN- CLOSET
7'4" X 5'-2" '
_ 296a
I I 1
I N I r
I I �
I iI
I i
BASE AREA
I P '`` I I I 38'-0" X 27'-0"
BATH i 1
-5"X4'
� I
I ROOM
1 V-5" X 13'-11"
I I I
I
�r
I 1 ' F/F ELEV.
I h 1
I I I
I I I
I
- I I
m F I
IL
POR H
n r "
18 -0 „X 11
L--------------
Exterior Elevation Front
a
m
LIVING AREA
1392 SO FT
'ENING:
27"H. = 6.75 S.F.
SINGLE HUNG WINDOW 24 SH WINDOW(MIN.)
W.O.= 37" X 56"
M.O.= 38" X 58"
W/ PRECAST SILL
TYPICAL EGRESS WINDOW DETAIL:
SCALE: 1/2'' = I'-O"
II M� ','�i�i
kP
° No. 52101
IP
,0
/j4
STATE OF
�i°•'• °ciORIDP.•
°• ��e�
DATE: JOSEPH SIMMONS III, P.E,
ENGINEER OF RECORD
# 52101
COMMUNITY: al
OUNE R5
Mayas Property Mgmt. LLC.
157 SE PLACITA CT.
Saint Lucie County
OWNER REVIEW ACKNOWLEDGEMENT
OWNER'S SIGNATURE DATE
OWNER'S SIGNATURE DATE
ABI RESERVES THE RIGHT TO
CONTINUALLY MAKE MINOR IMPROVMENTS
TO OUR PLANS AND SPECIFICATIONS
REVISIONS
X
4RE 4 TABUL 4T I ON
OVERALL DIMENSIONS ARE TAKEN
FROM OUTSIDE OF WALLS, AND INTERIOR
DIMENSIONS ARE TAKEN FROM STUD OR
CONC. BLOCK - NOT DRYWALL
EXIST CARPORT
23C
ENCLOSED AREA
2rv3
TOTAL
RENOVATED
2�03
TOTAL
2(03
71
ENGLo5UfR
92u:21E
STD, 2/03 5G2, FT.
FEATR SERIES:
X
C5TRCT MGR:
DR
BUILDER:
DR
DRAUIN BY:
GG
CHECKED 5Y:
GG
SHEET NO.
4�2
LAST PLOT
DATE:2/22/2022
FILE: "
Highest Ridge_
15.1'
To of Plate
9A,
uiivvi - ryunuation
0'
Bottom of Footin
ELEVATION NOTES
EXTERIOR WALL FINISHES
I. EXTERIOR WALL FINISH MATERIALS SHALL
BE AS FOLLOWS UNLESS NOTED OTHERWISE
ALL ELEVATIONS TO MATCH EXISTING SIDING
Top of
EXI5T.1 #5 REBAR
CONT.
C'_EAN COMPACTE
TERMITE TREATED
FILL
EXIST.
RESIDENCE
EXIST. SIDING
(TYPICAL)
STING
u TILITY
ROOM
EXI5TING 411X4"
P05T EXI5TING FRONT
AREA OF ENTRANCE
EXI5TING 4
PROPOSED CONCRETE SLAB
ENCLOSURE
EXI5TING 4"X4"
P05T
_XI&TING PFRONT ELEVATION
4" GONG, SLAB YW
bxb-10/10 W.W.M. OR
FIBER ME5W OVER 6
MIL VAPOR BARRIER.—
EXISTING HOME
EXISTING HOME PROP05ED ROOM
FOUNDATION SLAB F/F EL GO ADDITION F/F EL. O'-O"
a
i'Ti
Highest Riclaemk
15.1'
TOD of Plate
9.1'
u
SCALE: 1/4"=1-0"
EXI5TIN6 4X4
WOOD COLJMN
I— 15' AIDE
SAWGUT
#5 REBAR CONT.
GLEAN CGMF'AGTE
TERMITE TREATED
FILL
EXIET.CCNG. SLAB RAR<1
C— PARKING
' I I -CONCRETE OVER 6 MIL
III VAPOR BARRIER' IN ACCORDANCE IS"
WITH FLORIDA BUILDING CODE 2020
11 TTH EDITION
PROPOSED CONCRETE FOOTING /SLAB
SCALE: 5/4''
r ' '-4
II
_-- 11
_--' II
II
II
EXISTING COVERED
11
SCREEN ROOM
II
II
II
II
II
II
II
EXISTING HOME'
FOJNDATION SLAB
e:
IIr I� 1T •`....
--------------------------- ==-----------=
EXI&TING LEFT ELEVATION
SCALE: 1/4" =1-0"
EX'.5TIN6 HOME
Highest Ride
15.1'
Top of Plate
9.1'
am
Highest Ridge
15.1'
TOP -of Plate
9.1'
CONCRETE SLAB
Top of Subfloor - 1 st Floor dkJ�
0'
PROP05EDENCL05URE
MATCH EXISTING SIDING
CARPORT
EXI5TING 4X4
WOOD GOLIJMN
EX!5T.,rONG. SLAB
PARKING
EXI57. CARPORT
CONC. SLAB
COVERED
ENTRANCE
EXISTING CONCRETE FOOTING /SLAB
NEW ENCLOSURE WOOD FRAME WITH
SIDING WITH TERMITE SHIELD AND
ADD 4" THICK SLAB TO MATCH
EXISTING FLOOR ELEVATION FINISH TO
MATCH EXISTING.
RESIDENCE
0SI) FONT ELEVATION
SCALE: 1/4"=1-0"
EXI5TING
_
_
POWER METER
_
--
-
COVER ED
I I
_ -
11 EXISTING COVERED
—
--_ - - _
-
_I
ENTRANc I
I I SCREEN ROOM
- - —
_
_
-
-
I
I
— -
-
-----------------------
--------------
7 -------
F OF06E D LEFT ELEVATION ATION `—TERMTESHIELD
SCALE: 1/4"=1-0"
EN
No. 52101
STATE OF
DATE: JOSEPH SIMMONS, III, RE,
ENGINEER OF RECORD
# 52101
fC;OMMUN I T`i-:
0WNER5
Mayas Property Mgmt. LLC.
157 SE PLACITA CT.
Saint Lucie County
OWNER REVIEW ACKNOWLEDGEMENT
OWNER'S SIGNATURE DATE
OUINER'5 SIGNATURE DATE
ABI RESERVES THE RIGHT TO
CONTINUALLY MAKE MINOR IMPROVMENTS
TO OUR PLANS AND SPECIFICATIONS
RE�/i510N5
AREA TABULATION
OVERALL DIMENSIONS ARE TAKEN
FROM OUTSIDE OF WALLS, AND INTERIOR
DIMENSIONS ARE TAKEN FROM STUD OR
CONC. 5LOCK - NOT DRYWALL
EXIST CARPORT
236
ENCLOSED AREA
2ro3
TOTAL
RENOVATED
263
TOTAL
2103
7192021
ENCLOSURE
STD. 2G3 50FT,
FEATR SERIES:
X
CSTRCT 1" IGR:
DR
BUILDER:
DR
DR4UJN BY:
GCI#
CHECKED BY:
GG
SHEET NO,
LAST PLOT
DATE:2/22/2022
FILE: "
C)�u
WAL
CLO
II
LLi
OPEN
PATIO
SLAB
n /1% n R A
PORCH
BASE
AREA
17= '5 T
5GALE: 1/4 -0'
4tl
PORCH
CAI Llh�,
ITIFI
Ft, 'AIN 1_T I Ili N Ai,F VL L Ijt !Fr
u IL
MW14 I—- I I'll-
c,4rL REC, L!iC -
WRIGO: 14;:1 --x UI r IF
I cov 1:1 1 11 L Hi_<�, Al
,_�F, I I WALK IN
HEA r
.ALz F r I
CLOSET I.
G 0'` I I K4 C; TOR T 0
L iHt 1:1 rL.-S. T[-L Hilti- 'I
r-TL-R TO — I - I I I -
I-
io-4 .omt-..c.
,Fit li" V.XI97-V W j
.11 lIF, 11 L�[4,1�t- _�j ... .. rt�
_AI`F Lj m-r�t ir
iAR
FYT._�:� R �4A- L - - - - - - -
(TILT , w. i i t,, P, rr �S) -/,I F
"IF -T) IV -
P.�_F �FL
V
_-L AIF� (`�F V11Kz
FLO�D FM ATH C V F
1� A-XiLK.G�KAA F1 I-
FAI=L
I A-AIil't I F, f d[Iff N
16A ;vI-.'F i i OPEN
NIF.IlArr. in - 0-- 74,'P DF_�10)1% ON A j., r r 14,, )P L � I L
- I 4i I i. F. __
10 'F 60:,'4L ] �V.� E, -LA� 5'r
,CI 11 �11 L� A �,4 fI I rVAM AL_
I r. I FT ;I.
I PATIC)
!I ALL FAt 11m, _FJk11I`-.'. -Ehs,
CAUrS:, -I-ll EINLAI
(-k AR-,IA,-L IA'VL 11 Id ' 11C,I) i.c,m- Ar;.�.'I T"1"C 14AI1p I,)
i j11D_ PRO] 44N r�[j I
Vf L - Li, mltjf odi -Ax rc._ FA i F I is tFLS
-I LTF AI'3- 1i 'HALL -',E 'VLN- rP 11F pNr OR fl VAL
!E - E,'Iti IHA F At , I AWKI IM I:AIUR ALsi,
Fs'KF W�111, J1:0 A', i� F1 P, AR_ Ir'-ALL-r ol �Ilr �q U
Ak
H, -,I- I A61t, -Z r 1, " llF I',A 13.K:
Metal t"ite shWd
at -49 angle from
watf. Seal all seams
and holes
Masonry foundaton
Minimum 6"io
grade from treated
wood, 1 a' to
untreated wood
NI
Remove all Irc-e
stumps, roots, wood
sGraps, etc, from-
buildng sr e to
. ... .... .. .
r �� I
CLO:ET . . ...... .
BATHROOM ----ROOM
�, I I • '� � I :'I \..I, III -..— —,_ _ _..... .... .. _; ... _�._ _ � ! I '
ENCLOSED
OPEN
PATIO
SLAB
L
BASE
AREA
PORCH
r- Vl
-ou-
HE
T 4 1 L_r-5ER C-:RADE5 61- L_ BE T 1-E tl \It"U`1 -
C-R- IDE
STUD SPEC ;_==
CC...
CONSI PJC
eTUC,
5PRUCE
6_01
DOUGLILS
00.
_FI
P -
2 .10'
13
12 _0"
i 101- 0:1
-all
4
—6
-01
10
12,
t
.7.61
BATH HALLWAY BASE AREA
QI Lull
IL - _1
II
i [F
L
AIC�
STUD HEIGHT (BEARING)
dt� T'Dwo
DATE JOSEPH ';IMMONS 111, P,E,
ENGINEER OF RECORD
# 52101
7192021
•
DATE JOSEPH ';IMMONS 111, P,E,
ENGINEER OF RECORD
# 52101
7192021
•
Simpson Strong -Tie
Top Plate to Stud
SP4Z
SOWC15450 (SPH4
simdarl
spiz
DCI
52 _.�Zr- TSPZ
-----------
Simpson Strong -Tie
Bottom Plate to Stud
CUT MOJBEWRAp
AT
45 DEG ANGLE
M='IFIED V ON
IN ugISE�l
LINE DF WINDM
OPENmG
AfTR
OVER BNEA OVER
WD STUD WALL
STEP I
INSTALL
FLASWm
�Lm
AT JAM
EXTEND
FLASHIR
EELM E
FLA&N[W
TEMPORARILY
TIGC FLAP
AT HEAD
SLOPE SILL W.
INSTALL 6' WIDE
SELF-ADIERM
9_AS4M 0v
VAILMFLAN:
AT 4EAZ,
:LASPING
Jr Y
RSP4
ALONR.ABHIIIG
wMT. EDGE M
SILL W.
2" x "6 Single
Sill
CDX PLYWOOD SHEAR WALL INSTALLED W/ LONG
DIMENSION ACROSS STUDS. STAGGER VERTICAL
JOINTS
2" X 4" Cripple
Header PANEL SHEATHING USED AS CORNER
""r
----(Size For Span) PARALLEL TO STUDS
BRACING W/ LONG DIMENSION
Double 2" x 6
Studs
___2" X 6" Cripple
Header
(Size For Span)
For Roughl 1 1
Openingx 4"
----Double 2
Size -See
Window
Specs.
Cut out Sole Plate
After Erection
or Before
(Optional)
For Rough
Opening Siz
See Door
Specs,
DOOR & WINDOW HF:AnFp DETAIL_
FRAMING NOTES
�E\
W I "S F I I 1
CI CA _FF..
2, S -S,'
7.11 A F A -,A( -I---'- T� I_
AM
R. k' 13
A C "d I "S -'SO[ L, — 2- C
T. tvI F
AL L PA
I F
AN II -I i'_) N Ct
11F.7) P OV L)"E- I I RL H. L 00, I'N(--7', D
i=,,IL'�S. 0 P
AS DF) H J.R.0
I I A A RA ---!-
ILLS;
F, -A F LF B 1 %7) t-" ,NC, F3 F' F) C I L I
F. "('W(_'
H LA I H 111, 1 C
TYP
APPLY 3`8`NOM
O 1141=6 HEAD
OF SEALANT AT
JAME* AND, MEAD
.' APPLY TO
ISA= OF UND=
NAILM FLANGE IN
LINE WI
PRE-RAKJED
WOLE& M SLOr&
EXTEND FLAS+;m up JAmes4-mN--�
STEP 2 'IWP STEP 3 STEP 4
WINDOW FLASHING INSTALLATION DETAILS
SCALE,, N%
STEP 7
P01_0 4010EURA`
DOW 4 TAPE
vlAOOPAL 01T I
ACROSS MEAD 01,
WINDOW
TO FOP
KCAL a
FRAME
INTERIOR VIEW
STEP 9
L WINDOW INSTALLATION AID FLASIM DETAILS ARE
CONSUL11W IIATW M1M 2W METIOD A -I EXCEPT
51ELF_ADIERPYa MEMMRANE 11_46NGB ARE USED
2. IT 16 TIE INSTALLATION
112&FDNS15LTY TO VERIFY THE DqMpATI51WTT OF
ALL PRODXTS M LDM HOIIBEWRAP, SEALANTS
SELF -ADHERING FLASHING MATERIALS USED DURING
LONBTRIOTION
3 IW4U ALL MATERIALS PER MANWAOTRlRS
MITTEN SFECF"TION&
MM6SEAL'= ASNINISS MAY REACT A MERELY
LEAVE 1/4" GAP 0
EDGES & 1/8" GAP
@ ENDS UNLESS
OTHERWISE REC-
OMMENDED BY
MANUFACTURER
WALL FRAMING
10d NAILS 0 6" O.C. AT EDGES
--& SEAMS AND 10d NAILS @ 12"
O.C. IN FIELD U.N.O. ON SHEAR
WALL SCHEDULE
VAIi '_ I I X 1 1-11,, (1
WALL SHEATHING
TOP PLATE AND BRACING
NOTE: One toenail thru studs to sole plate
sufficient if diagonal sheathing used
A: L '7`1FD1 LF
I
01 C, J4_i
8d
-
10 CIS
81
P
IAI E -0 1-()
_IP PILA L 10 S T6'SO
6" d
L 1E S
C" IN TIN11-10JS H F, 2 P
@
Q,
I J L A F' _�'Vi_ P PL
d
_TFD
—'I t5d
'A F 1 0 rLP D 1
r J
F)
A
L IN 1 TFF�I-\ N'_'
L -1-1 F P TO
I ecq
JU FF- -7 "i
Cj
A, S 1: P, @ rt U,
10d Staggared
16"o.c.
(2) 16d
1 "x4" Min. or 1 1/4"
wide 16 Ga. Steel
Strap Brace @ 45d
Wood panel will also
suffice.
10d Nailing
Metal Brace
(Simpson RCWB)
Sole Plate
8d Toe Nails
..Ij- NAI:
B L I LJ) \1 4 11
,,E 1A 1,
EVL NA I
FACF NAIL
AH \dA:l
NAIII
A'."F N, A - TO-_ NAIL
F A NA
7 F,� \ A
INLFICIR
ED,(.-'.- NAIL
I N 7 r-' I Ti
A 1\1 A I
F
/as
f GO��IJNIT�T-
4k
OWNERS
Mayas Property Mgmt. L=
157 SE PLACITA CT.
Saint Lucie County
OWNER REVIEW ACKNOWLEDGEMENT
OWNER'S SIGNATURE DATE
OWNERS SIGNATURE DATE
ASI RESERVES THE RIGWT To
CONTINUALLY MAKE MINOR IMFROVMENTS
TO OUR PLANS AND SPECIFICATIONS I
0
0 0 6"0 0
0
0 0
0
NT. FULL HGT.
JD TO HEADER STUD
16d N @ 6" O.C.
PLATE
BEARING WALL DOOR FRAME
SCALE: F_TT2�= WALLFRAMI�NGSPFJ27HEADED #2
No. 52101
STATE OF
DATE: JOSEPH SIMMONS III, RE,
ENGINEER OF RECORD
# 52101
REVISIONS
x
X
X
,4fRE,4 TABULATION
OVERALL DIMENSIONS ARE TAKEN
FROM OUTSIDE OF WALLS, AND INTERIOR
DIMENSIONS ARE TAKEN FROM STUD OR
CONC. BLOCK - NOT DRYWALL
EXIST CARPORT
236
ENCLOSED AREA
263
TOTAL
RENOVATED
263
TOTAL
2 ro 3
7192021
ENCLOSUfRE
5TF-)- 2(o3 5Q. FT,
FEATR SERIES:
x
CSTRCT MGR-
DR
BUILDER:
DR
DRALUN BY:
G — "'
L"p
CHECKED BY:
GG
SWEET No.
LAST PLOT
DATE: 2/22/2022
FILE: 0
-'opy