HomeMy WebLinkAboutBUILDING PLANARCHITECT
Certification for Design Load Compliance
1. DESIGN CODE: Florida 2<9t P PL�code 2020 Edition W/20_ supplements using ASCE T-16
2. Structure Design is: ( Enclosed ^ Partially Enclosed _ Open Building
3. Risk Category: _I mil T III _IV Exposure Category: _S X C _D Adjustment coefficient I, Z
4. Design Wind Velocity 1I?5mph _ASD _LRFD End Zone Width , ft.
5. Mean Roof Height: �R. Roof Pitch: 15 :12 Parapet_ft.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft.'MRH (worst case)
Zone 1:- Zone 2:-ram Zone 3:- 567 Zone 4:-TXR Zone 5:- A -Garage: 33r1r
7. Design Loads: Floor, q,"" PSF Roof/Dead: If' PSF Roof/Live 119 PSF Balcony: _PSF
Dock: _PSF Deck — PSF Stairs: — PSF Fence: _,___ PSF Railing:._„_ PSF
8. Were Shear Walls Considered for Structure?, Yes _Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? /- Yes _Not applicable Explain Why Not:
10. Minimum soil bearing pressure 2000 RS.F.
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 4000 RS.i, MIN. FIBER STR"'S VALUE.
2. CONCRETE TO BE 3000 P,S.I. MIN, FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SL4BSAND
FOOTINGS TO 2500 P.$.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30' MIN. LAP,
4, CONCRETE COVER OVER REINFORCING STEEL
FOOTINGS 31
BEAMS 1-112"
COLUMNS 1-112'
5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOTTO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95%
MODIFIED PROCTOR DENSITY.
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO Vv1THSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE 2020 EDITION,
7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR NAND FORCES PER THE
FLORIDA BUILDING CODE 2020 EDITION PER WAND LOAD COMPLIANCE DESIGN PRESSURES.
B. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 4• MINIMUM BEARING. SEE LINTEL SCHEDULE FCR
ADDITIONAL INFORMATION.
a. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TC ARTICLES 2.1 AND 2.5 A OF TMS 9021ACI 530c,'ASCE6
10. FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
11. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESS -RE TREATED PER SECTION 2303.1.91 OF THE FLORIDA
BUILDING CODE.
`NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM
Z-MAX COATING OR BETTER.
NOTES
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING
RESIDENTIAL CODE.
CERAMIC TILE IN TUB / SHOWER COMPARTMF-WS SHALL CONFORM WITH SECTION
R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE.
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT
GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450.
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT
PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450.
FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450,
TABLE F001.20)
ni IPAATIn Anon ncnnc ADHir 11PRIWN CRITFRIA
WIND DESIGN susiEC_7T0_ OAMAGEFnoM_
GROUND SEISMIC WINTER ICE BARRIER AIR MEAN
SNOW Speed° 7opo9ra phic DESIGN Frost line DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL
LOAD (mph) etFecls" (NA) CATEGORY' Weathering' _tlepth° Termfie` TEMP"_ REQUIRED° HAZARD:>a INDEX' TEMPI
NA See Fig. R301.2(4) NA Negligible NA Vary NA NA NA
_Z_ y _
LINTELSCHEDULE
MANUFACTURER:
CAST-CRETE
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
L1
2'10"
6113#
4460M
8F16/1T-1B
L2
3'-6"
6113#
3547#
RF16/1T-SB
L3
4'-0"
6113#
3079#
8F16/1T-1B
L4
4'-6"
6113#
Rdr,it.
272411"�.
8F16/1T-1B
LS
5'-4"
5365#
2290
8F16/1T-1B
L6
5110"
43600
2093#
BFI6/1T-1B
L7
6'-6"
3480H
3i Z`f y',�'--
1880M
L8
_
T-6"
2661#
�440'B—
16340
'i CD'I-
8F36/1T-1B
L9
9'4"
1843#
1133#
8F16/1T-18
L10
10'-6"
1533#
914#
8F16/3T-18
L11
11'4"
13660
7980
8F16/1T-1B
L12
12'-0"
1254#
23#
^L SS
8F16/IT-I8
L13
13'-4"
10750
606#
8F16/1T-18
L14
14'-0"
3002#
559#
8F161IT-1B
LIS
14'-8"
1370
:?.7<':;' L'--'
519#
Xf-
8F16/1T-I8
LIS
15'-4"
12S0#
485#
8F36/1T-IB
L 17
17'-4"
950#
if-j-.
404#
Z2-11j
8F16/1T-18
L18
19'-4"
750#
347#
8F16/IT-1B
L19
21'-4"
5980
306#
8F16/1T-1B
L20
22'-0"
SSOM
295#
SF16/1T-18
L21
24'-0"
4500
267#
8F16/1T-1E,
RECESSED LINTELS
MANUFACTURER:
CAST-CRETE
LINTEL
NO.
LENGTH
_
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD,
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
RL-1
4'-4"
5206#
O�>41G Or
2635#
S"f As "^F
8F14/1T-1B
RL-2
4'-G"
5206#
2525#
8F34/1T-1B
RI-3
5'-8"
4567#
19sm
8F14/IT-1B
RL-4
5'-10"
4242M
1900#
8F14/1T-1R
RL-S
6'-8".
3120#
1651#
8F14/1T-1B
RL-6
7'-6"
2459#
14629
BF14/1T-18
RLJ
9'-6"
1568#
1135#
BF14/ST-18
NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT.
APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE.
SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supercredess All Previous
,LSite Plans for
�441
VVeil #
Dater D Reviewer
Z' c aL'j, ('Ip
'/4,"rct''.c_ w>+,t
�( c�c�ai�'— �� C4�
3
a
O
— 5
to
Lv�
, . 'I
LA
co
_I
IN
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
I PROJECT
LINDEN RESIDENCE
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
KEY PLAN
rl
PVD
FEB 2 5 =1 BOG
St. Lucie County
Permitting
SHEET TITLE / SHEET NUMBER
SQUARE FOOTAGE
LIVING 1544 S.F.
ENTRY 47 S.F.
PORCH 180 S.F. Q
GARAGE 430 S.F.
TOTAL 2?-'01 S.F.i". cu
PROJECT NUMBER Q -Z t
PAT 1 0 60 S.F. I DATE ld i.417t I-LI9 f 7-t
CONNECTOR SCHEDULE
TRUSS ID
BEARING
TRUSS ACTUAL
SIMPSON
CONNECTORS)
FASTENERS
POINTS)
UPLIFT(GROUPED,
CONNECTOR(S)
UPLIFT DESIGN
WORST CASE)
A-A2
EACH
688# (1)HETA20 1830# 9-lOdxl-1/2"
D-D4
1ST BRG
887# (1) HETA 20 1 1810# 1 9-10dxl-1/2"
2N1 BRG
HANGERBY TRUSS COMPANY
DS-GRA
EACH
1239#
(2) HETA 20
1830#
9-10dxl-1/2"
GRB
1-BRG
3424#
(2) HETA 24
2365#
iZ-16d x 3.1/2"
(1)HTSM 20
3110#
10-10dx1-1/2"
(4) Y" x 2-1/4" TITEN
2xo BRG
4405#
(1)FGTR
4725#
(18)1/4X3 SPS
GRD
1n BRG
1686#
(1) HETA 20
1810#
9-10dx1-1/2"
2XO BRG
HANGER BY TRUSS COMPANY
GRG-GRK
EACH
EACH
1Z29#
(1) HETA ZO
1830#
9-10dxl-1/2"
K-K1
g46#
(1)HETA 20
1810#
9-10dx1-1/2"
KING JACKS
1°i BRG
715#
(1) MIS 16
9900
(14)10dx1.1/2"
ZM0 BRG
372#
(1) THJU26
780#
(32) 10d x 3"
WIP JACKS
PT BRG
415#
(1j MTS 16
990#
(9) 10dxl-1/2"
2"D BRG
230#
(1) THC37 (MAX)
S10#
(12) ed x 1-1/2----.-
VALLEY TRUSSES
48" O.C.
672#
(1) NITS 16
990#
34-10dx1-SJ2"
•�--••�••minnvr ''n 'unur U"vv"Uu- tNAMntKS I KUM, 108# 77906-LINDEN TRUSS ENGINEERING
DATED 11/5/2021. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER TRUSS LAYOUT FOR
TRUSS ID AND STRAPPING PLACEMENT.
PRODUCT REVIEW
PRODUCT
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
DESIGN
-TYPE
PRESSURES
EDESiGN
WINDOW
-60
SILVERUNE70
SERIES
FL#
IMPACT
Y- TAPCONS @ 12.5" MAXO.C., 6.25" 6N
BUILDING
14911.5
CORNERS, 1.25" MIN. EMBEDMENT AND 1.75"
PRODUCTS
DISTNACE TO EDGE
MULLION
ZONE4-316.9
-87
SILVERLINE
2723/2724/
FL#
IMPACT
3/16"TAPCONS@(4)EACHCLIPWITH
ZONES.44.4
BUILDING
2728
6067.2
1-3/4" MIN. EMBEDMENT AND 2" DISTANCE TO
PRODUCTS
EDGE
FRONT DOOR
ZONE 4-30.9
MASONITE
FL#
IMPACT
ZONE 5 -44.4
22363.6
SLIDING GLASS
ZONE4-3H-9
-55
MI WINDOWS AND
SERIES
FL#
IMPACT
Y." TAPEONS @ 16" MAX. O.C. WITH 1-1/4" MIN,
DOOR
ZONE 5 -44 4
DOORS
1201130/140
22401.3
EMBEDMENT AND I-7/8" DISTANCE TO EDGE, 2" MIN.
CLEARANCE TO MASORY EDGE AND 4" MIN. CLEARANCE
TO ADJACENT ANCHOR
ROOF
ZONE 1-41.Z
-71
UNION CORRIGATED
S V CRIMP
FEN
N/A
#10-15 X 2" WOOD SCREW W/ WASHER 12" O.C.,
ZONE 2-59.7
20484.1
ACROSS PANEL WIDTH THROUGH PANEL RIB, r O.C.
ZONE 3 -50.7
ACROSS PANEL WIDTH THROUGH PANEL FLAT AND RIB
ROOF
ZONE 1-4&2
N/A
SOPREMA
UNDERLAY-
FL#
N/A
(SELF -ADHERED)
UNDERLAYMENT
ZONE 2-58.7
MENT
2569.1
ZONE 3 -58.7
GARAGE
-33.5
-44
DAB GARAGE DOOR
82 4/811
NDAN
N/A
5/16 X 1-5/8" LAG SCREWS 3 PER BRACKET @ 12" O.C.
DOOR
20-0901.25
WITH 1-1/4" MIN. EMBEDMENT
THE SEAL HEREON
I5 PROVIDED ONLY TO
INDIfATF nuR RFtnrov
Horn eoorxnvni coo ncc
.,� „".,.., �.-,�� :.�_�..
�,... _...- __..
�Myrt NO WARRANTY
OR UA IHODS OF
ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY
THIS OFFICE FOR THESE PRODUCTS.
If 1k••
CAIiLKlti
�• 4CGQ
V.LI hl I7 G`af
III Co" W//
ASTm €l 35r, -*A'»Tm. C 1-Im"
2K Ar."A5oG
wtzrr_v_ F' aoEst.".,YCc�
8� t3M QL.a�K +ua/ I FT
JOI-__l FLUIV XVTL'.t F .C:+ hli 1EM�'.:•F.An� .°a
e*4-er F 4_A+ ,Sar rnJ rn.a Fyc t-5.�roy
Yl/AG-C.-es Ai FghC-Ca i"�T'a t-+l �'fr`( V>!T"FS^r
TABLE R402.1.2INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
CLIMATE FENESTRATION GLgZEO CEILING Bq SEMENI` SLP,B'
SKYLIGH'1" WOOD MASS CRAWL
FACT.oft FENESTRATION FLOOR 2I UFACTDRt' U- r I R-VALUE FRAME WALL WALL WALL R-VAWE SPgCE°
SHGC'0 R-VALUE fTR-VALUE'R.VALUE R-VALUE WALL
�� t ��OEF�
3
035
0:5
025
38
-
--
-
ADxceP(
300, 13,5"
8:13
19
fi'73`
0
5:13
t.�fanne
035
055
040
49
,20or13•51
8:13
10
—
1013
10 211
1013
.IarmeA
0.32
055
NR
49
20u 135
20 a )t I tON
i'.%
]S'20
3U'
30
]0:'0
to ty
t0.20
10
Uaf
_ 6
039
032
t755
0S.`
NR
NR
CS
7 antl P,
-
-----
49
—
21,S ,t
0 3k1a0
1921
8
f
5
10.4 n
5 `h
/ 'flaeskolo %tt_aC.K.
`'i iv/ I/z' X51/z" K£bt-1mP E>
i v
1
p
t
?yFeK31PIr " 3u
pZ
TA?�G�s z"o,c, Sr(rPa Cx;�Ze/ze
tT,ZKfEUCk zX S@Ifas'I
Pki-I
ZlED IA �+�5 Al � k Li
aOOP
�OO
A�N>;�5
119
0
Ga�� �cz � c,t-T�`�
_ Nrs
G tNG__s_
90-0F,giHEATHING NAILING ZONE INFO►,
ZONEPI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMET) R & 6" O.C. FIELD,
ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD.
ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD .
N70TIES:
19/32" CDX PLYWOOD SHEATHING
25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS,
UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM D226.
DOOR AND WINDOW BUCK FASTENING
1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O,C, NTH THE DOORS
AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A
NCRETE (THROUGH FRAME) BUCK
8 YOONDITHE INTERIOR ACE OF TNT INTO OE FRAME PER 2020 FLORIDA BUILDING ACODE WITLL H
AMENDMENTS.
QPTIONA!
2 X BUCKS SHALL BE ATTACHED WITH W X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS
AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW
AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF FRAME PER 2020 FLORIDA BUILDING CODE WITH
AMENDMENTS.
Dk\1 YY�LLt211U 1" VA1.ClA.1\4F ti,d AL-a4d MEIN2
P.T. I X 2 FURRING @ 16" O.C. FASTENED W.. 1 Sz" CASE HARD NAILS @ 8" O.0
Y" DRYWALL FASTENED1'0 FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C. FIELD.
-1/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O,C.
PERIMETER AND 12" O.C. FIELD,
NOTE:
STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM
C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS,
ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 61) COMMON OR ROOFING NAILS HAVING A MIN. 1-3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR
STAPLES W/ A MIN. %N" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD
FRAMING MEMBERS %" MIN.
L E_ F 1
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
LINDEN RESIDENCE
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
O�
..e
e+r 'mow
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
T�I�C m
t
PROJECT NUMBER ' r-t- z-
1 8
DATE PZ(z%�P
I�-
ARCHITECT
Architectonic Inc
(z) f.x,oac�
4,0in .��� P_
I
pN°euf , gVC_ FA.,TS Fee,
5t_o.t, *_ €L4e '�-
s
4r --O? � T
a. MTIJ T,f
4 Q,e'ttoM 1�!Are
3 C. I=Lo c) fz.,
rit{^ r. I` w H tt;'b
7itU44Kh
��_
- S:TU-DS Gki� 0,G,
C08`ariaF..C'.'C'1 � N
-- dLzLt2s - A:LL .Bo7+F st vGS
h�51 'k" hEl.ac?Gn
_ h'!-ucco oa Kflq
�IMP5oti.1 HE�A ,
FiLI�V G � I
F 1 a o�
L IGr �ALL 4
�?4 C'�{t-^� tiff-b'•f+{�. �cacaFluCocti.
�N 5:P-. T I-+i U en W I IN L_�
SvPRiF0N
zj
Fi'L._E•D W./
STucco
F�=1_.i I U G-! l� c � L-I I -I 7"11I- �I-� EP•k�
L o"a,C, cow>Y,
IX�xII� C�1 L ?l,r
(d "kv Fe tl \T
I
_ �1-FOIL IrJ SI}frF.T tUN Gih1 Qf T €7+,
0 c;4 U 1�5'P Pza 1,2 1
�TU�Gl� �IL151{�'Jr'rA(ZLr�lj:
Gv��
I
112'
/ro�'� I v' MoL1r�i I 1 HV_
INS klf( *�
-- Mil TED,T t�T C;1 `�� pL.,
' III I {
�
��r41•- ,, ,_` i• _jl�.{ ���1 � � �'
tj—'
eA
54t _ s
t'
15io
U'1
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
LINDEN RESIDENCE
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
'73 •'• Af�9Bf398��
...........
REVISIONS
NO. DATE REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
IN
TYTT 014
u'Te7
FQu7-ia
i yr
PROJECT NUMBER ZC I L
DATE
ARCHITECT
c.o
He,
ELECTRICL LEGEND
SINGLE POLE SWITCH
3 THREE WAY SWITCH
DUPLEX CONVENIENCE OUTLET
— 220V OUTLET
—�l MOTOR OUTLET
WALL MOUNT LTG. FIXTURE
G�FS GROUND FAULT PROTECTION
T PHONE OUTLET
J.B. FOR FAN/LIGHT COMBO
CABLE TELEVISION OUTLET
WP WEATHER PROOF
RECESSED FIXTURE
CEILING MOUNT FIXTURE
SR SMOKE DETECTORS
o-- DOORBELL
G HI CHIMES
-3iS M/O THWi4 n1
Z"C. ELECT. SEelICE.
r1 I'zo /24oy
Zoo A
=C. Cui GZu- Z>
Nrs
35213 147 AMPS
240
PROVIDE 200AMP SERVICE
PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT
I ('�"-'.
r*
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
WWW.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
LINDEN RESIDENCE
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
SQUAREFOOTAGE
LIVING 1544 S.F.
ENTRY 47 S.F.
PORCH 180 S.F. 4'3 F
GARAGE 430 S.F..
TOTAL 2r-01 S.F. = '`
PROJECT NUMBER
PATIO 60 S.F. DATE
ftcj-; rr