HomeMy WebLinkAboutConstruction PlanGENERAL NOTES
1. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE: ZoZO, '7'4:tsroFi
BY ST, LUCIE COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE
BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS.
2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ETC.
PRIOR TO CONSTRUCTION. THEREFORE NOT TO HOLD LIABLE THE DESIGNER OR
ENGINEER FOR ANY OMISSIONS OR ERRORS DURING CONSTRUCTION,
3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS
4, STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES,
STRUCTUAL NOTES
1. 'DESIGN LOADS IN ACCORDANCE WITH
2. SOIL BEARING CAPACITY: 2500 PSF
HALL HAVE A MINIMUM COMPRESSIVE
3. ALL STRUCTUAL CONCRETE SI
STRENGTH OF 3000 PSI AT 28 DAYS,
4. SLAB FOOTINGS TO BE CONCRETE WITH MINIMUM 2500 PSI COMPRESSIVE
LAB FOOTING!
H AT 28 DAYS, SEE PLANS FOR SIZE AND STEEL REQUIREMENTS.
5. MINIMUM CONCRETE PROTECTION FOR REINFORCINGASLABSSUSPENDED: 1"
FOOTINGS: 3" BEAMS: 1-1/2"
6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS.
GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS.
7, ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE
PRESSURE TREATED.
8, SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO
INSTALLATIONOF HARDWARE IS NOT PERMITTED.
9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE
SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD
PRACTICE.
10 BEARING
EQUAL TOOITHE NUMBER OF PLIES OF THE BEARING MEMBER WHENOF TRUSSES SHALL HAVE VERTICAL STUDS IN A THE
NUMBER
BEARING MEMBER IS 2 OR MORE PLIES UNLESS NOTED.
11 RG SHANK
ORF1SHATHING0dEROOFINGTNAIILS AT4-O.C.rTHRN
O BE OUGH OUT'ALL ZONES
EXTERIOR PLYWOOD
12R EXTERIOR WALL
. UNLESS OTHERWISE NOTED FOS, WITH
I�:E.TTESHEATHING AIANDLS 61, O.C. EDGES YANDL 8'S OOC.B EIILD,LOR SCREWED OR
DRYWALL SCREWS 1.5 !FICHES `_01jr A9�D 'J.131 INCHES DIAMETER.
13. ATTACH WINDOW & DOOR BUCKS PER DETAILS THIS SHEET
14. FRAME, TO MASONRY SEGMENT CONNECTIONS: MIN. 2x4 PJ. T0
MASONRY NTH 1/2" dio., MIN. 6" EMBED, WEDGE BOLTS, () 6' FROM
TOP & BOTTOM, THEN 24' O.C. THEREAFTER.
STRUCTURAL 94EATHIIVO _
(SEE TIP. WALL SECTICIN DETAIL)
2 T 4 N7XTDMC .y
024' O.G
N4) AYTSf2
1/2AA& ED
2x4RAT R X1
(s) Ise xArs o+ _
EACH TRUSS
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112' CDX PLY'MDOO IM NABS 0 4'
QC ky TV T AND CEYxNn9pU5
COAITNG ON Of LAIH, PROVIDE
20 OMW AS RLOOED FOR
NAILS 0 4' 0 C,
Ow IND TRUSS
B, XDE50 AS PIO'0
a HETA 16 0 24' O.C.
W A I-I/2' w to a%
i* i.FL
2r8 PT. NO A1410 CONC. ANCHORS* 18`"'-� r*,
OC {AMN: 1 1/4' EL9EOWNT) T. R TOP
FOR CABLES LESS THAN i2'-0;USE
(1) 2x4 BRACE * RJOCE.
EAR CABLES 12'-0' AND LONCCFR,USE OWN
2x4 DIACONAL BRACE 0 SW O.C., ,
STARRNG 0 RkW.
GABLE END BRACING DETAIL
NLS
6'
AfiTACH P.T. BUCKS 70 CONCRETE WITH
6d CASEHARD NAILS 12" O.C.
ATTACH UNITS PER PRODUCT
APPROVAL & ATTACHMENT CHART THIS SHEET
EXTERIOR FACE
OPN'G' WIDTHS VARY OF WALL
a... UNIT D a
1x4 (Min) PT BUCK FOR WINDOW
"* USE tx6 (Min) PT BUCKS ON SLIDING GLASS DOORS
ATTACH AS ABOVE
WINDOW & SGD BUCK DETAIL
ATTACH 2x6 BUCKS TO CONCRETE WITH
3/16" x 3-1/4' TAPCONS 1-1/4" MIN, EMBED a 12" O,C.
ATTACH EXTERIOR DOOR UNITS PER PRODUCT"
APPROVAL & ATTACHMENT CHART THIS SHEET
OPN'G' WIDTHS VARY EXTERIOR FACE
OF WALL
oa o0
DOOR UNIT `-2x6 PT BUCK
EXT. SWING DOOR BUCK DETAIL
EXTERIOR FACE OF WALL
STUCCO RETUR
2x6 P.T. 0 ' Q
OF DOOR SET
1/2" INTO OPENING
nnnv••�^�
1/2'
/ EMBED 16" 0 24WEDGE A O.C. ANCHORS
GARAGE DOOR DETAIL
TYPICAL BUCK
ATTACHMENTS
SCALE: 3/4" - 12"
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TYP. DR. FRAME
ATTACHMENT
PRODUCT
APPROVAL &
ATTACHMENTS
BUILDING ' DDRESSI
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LOT BLOCK
SEA
OPN'G ` P?ODUCT MODEL#
GLASS
MANU1: ACT, DESCRIPT
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BLDG, DESIGN PRODUCT DESIGN
AT T ACLIMENT METHOD PRESSURE PRESSURE
- - -- 5116' LA " 5CREVS, 2 @ EA CLIP +32,8 -35.1 +40/-40
d 3 srE>=� p,� y N/A
j L X 7-8 2 @ EA, CLIP +31.6 -34.8 +40/-40
CL Z'XfT StEE� GLo�vRy/ N/A 5izs~ LAr scREws,
P #10 WD. S ..REVS, EMBED MIN. 1 114' )K +51, 4 '3Y' g 1'7111 70
Q 3 3068 sr ❑/S SrE6 L N/A
4
THRU' 2x6 P. T, WD, BUCKS X X TH.RU' Ix4 P.T. WD, BUCKS INTO CONG
SEE DETAIL THRU, EACH MANUFACTURER
IS SHEET PROVIDED ATTACHMENT HOLE
CON(
TH 1-114' MIN. EMBED INTO
REFEf2 TO T YPICAL BUCK ATTACHE
N%NTS THIS SHEET BLDG. DESIGN PRODUCT DESIGN
ATTACHMENT METHOD PRESSURE PRESSURE
PRODUCT
MODEL # MANUFACTURER
MULLIONS ' --- —
GAF 6- 1 114' pooriNG NAILS PER SHINGLE
f O ❑ F `POYAL SL7 VEREIGN _ -
_ CEMENOUS PARGE CGATING- tRCWELED +36 -48
3
BD
i i/?' NAILS @ 6' a,C �36 48
SOFFIT
' 3/S' PL YWOOD _ GEORGIA PACIFIC
I JURISDICTION ST, LUCIE COUNTY
1'f th G �/ Tld+✓/ ��_' d 2D� f1S �� ''l`/G'
I CODE -T
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ENGINEER! CBS X FRAME
TYPE OF CONSTRUCTION; -
BUILDING DESIGN! OPEN ___ ENCL X PART. ENCL.
140 MPH !�
WIND SPEED (3 SEC, GUST)! 130 MPH
ASCE CATEGORY, SINGLE FAMILY X OTHER
EXPOSURE CATEG❑RYVI
EWED FOR
0.19
INTERNAL PRESSURE C❑EFI — CODE COMPLIANCE
1,0 ST. LUCIE COUNTY
IMPORTANCE FACTOR! CC
2 p,_1„ FT, /�
OVERHANG! 5
MEAN BUILDING HEIGHT! ---- 107 411 Z l''
24" ROOF PITCH 112
IDESIGN PRESSURES ARE NOTED AT EACH
OPENING ON ELEVATION PLAN
i COVER
I ROOF DEAD LOAD! 17 (SHINGLES) (TILE)
I N/A PSF DEAD LOAD N/A PSF H
FRAMED FLOOR LIVE LOAD;
%� NO IMPACT WINDOWS ��Itl !!tt
SHUTTERS! YES \\\\���� MA;I-
IMPACT RESISTANT ASSEMBLY: YES X NO " 19658 19658.F��.�
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DATE!
. PROJECT NO.
viM1451C
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1— USE 10d NAILS AT
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ZONE
2— USE lad NAILS
O ZONE 3— USE 10d NAILS
AT 4,�"o.c.
AT 4"o.c.
DIAGRAM
ROOI= NAILING PATTERN
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FLOOR PLAN
scale: 1/4' =1'-0"
GENERAL NOTES
I. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE,.162b, F i-
BY THE CITY OF FORT PIERCE AND AS APPLICABLE TO THE AREA IN WHICH THE
BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS.
2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ETC.
PRIOR TO CONSTRUCTION. THEREFORE NOT TO HOLD LIABLE THE DESIGNER OR
ENGINEER FOR ANY OMISSIONS OR ERRORS DURING CONSTRUCTION,
3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
SCALED DIMENSIONS
4, STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES.
NOTES.
NOTE: ALL WINDOW SUC,:S AND WINDOW FRAMES EGRESS WINDOWS IN S NOTES.
ROOMS
TO BE SET IN Pr;?_YURETHANE CAULKING. MUSTIHAVE A MINIMUM CLEAR
OPENING HEIGHT OF 24" & A MINIMUM
DOOR SCHEDULE
MARK
TYPE
REMARKS
1
12'X. 7' OVERHEAD GARAGE DR.
2
3068 SC
3
1 12' X 14' OVERHEAD GARAGE DR.
NOTE: ALL SLIDERS AND EXTERIOR DOOR
THRESHOLDS TO BE GROUTED 1N PLACE.
.fiberglass shingles over 30# paper
over 5/8" adx, plywd.. sheathing
attached w/ 10d nails 0 6" o.c.
HETA16-----�
T� P.
goly. drip over
1x2 pt. over
alum. fascia
2x4 spruce sub—fosci
alum. vented soffit.__..,_ — 24+---->
overhang
J
i
5/8" stucco fint.sh
over concrete blotle
#5 vertical dowel fbd
with 90 degrees bend in
ftg. and continuoaS upward
thru concrete tie, beam
above dowel rods at all int.
and exterior cornEr s and
spaced 4' max, on center in
field, grout block voids
around each doweu with
3000 psi concrete
DURAWALL EVERY OTHER —
COURSE
SCHEDULE OF AREAS
NEW GARAGE 1275 SO. FT.
TOTAL 1275 SO, FT.
NET CLEAR WIDTH OF 20" NET CLEAR
OPENING AREA SHALL BE NO LESS
THAN 5 SQUARE FEET ON GROUND FLOOR
5.7 SQUARE FEET ABOVE GROUND LEVEL
MAX, SILL HEIGHT 44" ABOVE FLOOR
STUB OUT SHALL BE IN WATERPROOF BOX
WITH BLANK COVER 1/2 INCH LIQUID TIGHT
6 FOOT LONG WITH 2 CONNECTORS
12-3 WITH GROUND
12
roof
5 slope '
engineered roof
trusses at 24"
on center
R-19 INSULATI N 2x4 block
at 8,—D„ o/c
of bot, cord
— 1/2" drywall clg. CEILING DENSI Y
2— COURSE U BLOCK OVER BLK WALL
W/ 1— #5 EACH COURSE
10' 70P Q•' BEAM ONE STORY SEC,T!'I
PERIMETER BEAM (4, 10'
2— COURSE U BLOCK OVER BiKI
W/ 1-- #5 EACH COURSE
III
ca
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II = 4" thick cone, slob ( 2500
I psi) fibermesh over vapor barrier
I _ over clean, compacted w/
II - poisoned fill
18" 18" X 18" MONO. FTG.
w/ 2— #5 rebor Cont.
min, 3" cover 0 bottom bars
TYPICAL WALL SECTION
scale: 3/4" = 1'-0"
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SCALE:
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DATE:
//- 3o -
PROJECT NO.
MM1451 C
SHEET
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-- FIBERMESH 0 OVERLVAPORS BARRIIER
OVER CLEAN COMPACTED, POISONED F1L� I
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E
12'-1002'-2" T-6" 7'-6„
COLUMN SCHEDULE
col. height size reinforce
�. 104 TO 20' 8" x 8" 1 #5 cor
15 -
30' 0" _
16-0"
FOUNDATION PLAN
scale; 1/4"=1'-0"
LINTEL DETAILS
TOP OF WALL LINTEL
-UNLESS NOTED OTNERVISE BEAM
TYP 8' WALL HT.
'---...�— .�.�.
8' C,M.U. o I TOTAL { ----
c£) COMPOSITE — —�
-----------------
8 PRECAST__- _DEPTH
o
LINTEL -UNIT--- I
TO SPAN 17PENINCS TYP. COURSE / COURSES
IN PLACE OF BOND OF BOND BM. BLK, PER I I
" BEAM BLOCKS AS TYP. WALL SECTION I OPNG l
NOTED ON TYP, WALL
SECTION SHEET A-1 I /� \� I Y/NIMBRGUM +" Say¢
l SURFACE,
# Dt' REBAR IN I Y� e^ cw RECESSED JAWELS )
BOTTi Af SECTION
WIDTH / TYP. POURED CELLS i
NTH ON RODS PER ;
8 2 6- 2 D I FOUNDATION PLAN
/ \ \
FILLED # OF REBAR IN
SOLID TOP SECTION ACTUAL UNTEL PLACEMENT &ROUGH OPN'G SIZES
TOTAL COMPOSITE DEPTH WILL BE DETERMINED BY CONTRACTOR & BLOCK MASONS
"CAST-CRETE" LINTEL SCHEDULE
KEY
LINTEL
LENGTH
ALLOWED
LOAD
APPLIED
LOAD
ALLOWED
UPLIFT LOAD
APPLIED
'UPLIFT LOAD
LINTEL SPECS
1370
< 1000
519
< 350
8F16-1B/1T
2
14'-8"
1370
< 1000
655
< 500
8F16-1B/2T
3
4'-6"
2931
< 1000
2724
< 500
81716-OB/1T
m MINIMUM BEAM DEP1"HS SHOWN. BEAM DEPTH MAY BE
INCREASED WITH CORRESPONDING INCREASED
STRUCTURAL INTEGRITY.
p - wood base
4" thick cons. slab
gr de 10 p
18"
• (-1.— 18" x 18" mono. ftg. w/
2- #5 bars cont.
EXT. WALL FOOTER
scale: 1 /2"=1'-0"
p wood base
4" thick conc. sk,b
=Ii
18" w/ 2- #5 rebor cont.
HOUSE/STOOP FOOTER
scale: 1 /2 1'-0"
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SCALE:
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nATE,
PROJECT NO.
MM1451C
SHEET
F-1
1
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ELECTRICAL L®t�D
CALLS
GENERAL LIGHTING LOAD:
1275 (EXISTING)LIVING AREA 0 3 "',ATTS
381RANGE
80go
APPLIANCE 1
_
APPLIANCE 2
1500
MICROWAVE
1500
WATER HEATER
45DO
DRYER
5DDO
DISHWASHER
1500
DISPOSAL
1500
LAUNDRY
1500
REFRIG
1500
BATH GFI'S
INN
LIFT STATION
15DO
GARAGE OPENER
8D2
GARAGE CIRCUIT
2000
AIR HANDLER 10 Kw
10 _
A/C COMPRESSOR
NON- RRENT
TOTAL LOAD:
34,619
FIRST 10 K.W. ® 100%
10,000
REMAINDER @ 40%
9847
AC 10 K.W.
10,000
TOTAL
29,847
29,847 / 240V= 124
AMPS
ELECTRICAL SERVICE TO BE BUILT
EXISTING 200 AMPS
HOME OWNER TO
UPGRADE SERVICE
ELECTRICAL- PLAN
scale: 1 /4"=1'-O"
LEGEND
AELECTRICAL
tT
110 v, receptacle
}
1/2 switched outlet
220 v.. special purpose outlet
recessed - adj. eyeball
{}
light fixture
recessed light
®
exhaust. fan
f \
ceiling fon
j \\
ceiling fan w/ light
single pole switch
r
220 v. disconnect
smoke detector
flood light
0
door opener
fluorescent light
Ida
electrical panel
Q]
electrical meter
television jack (Coble)
phone jack
gfl
ground fault interrupt
wp
waterproof
GENERAL ELECTRICAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH BOTH LOCAL AND
NATIONAL ELECTRICAL CODES.
2. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL PLAN, RISER
DIAGRAM, AND LOADS, AND NOTIFY THE GENERALCONTRACTOROF ANY
ERRORS OR DISCREPANCIES PRIOR TO INSTALLATION,
3, ALL EQUIPMENT IN'31ALLFn OUTSIDE OR EXPOSED TO WEATHER SHALL
BE NEMA TYPE 3R,
4. MINIMUM WIRE SIZE SHALL BE # 14 COPPER.
5. ALL CONDUCTORS ARE TO BE COPPER, TYPE THHN, UNLESS OTHERWISE
NOTED;
6. CONNECT GROUNDING ELECTRODE CONDUCTOR TO GROUND ROD AND
NEAREST COPPER WATER LINE (COLD),
7. ALL 12DV. 1 PHASE 15A. AND 20A. BATHROOM, GARAGE, AN11 EXTERIOR
RECEPTACLES, SHALL HAVE GROUND FAULT INTERRUPTLR (C, F.I.
PROTECTION WI"fH EXTERIOR RECEPTACI-S OF THE WATCPfvo IF'
TYPE. ELECTRjCAL CONTRACTOR MAY INSTALL INDIVIDUAL (5.. .1.) IN
LIEU OF (G.F.I.) BREAKER WITH SEPARATE CIRCUIT,
8. SWITCHES SHALL BE OF STANDARD GRADE OF SILENT TYPE 18" A.F.F,
9. RECEPTACLES SHALL BE 15A, AND 120V. OF THE GROUND .TYPE 16"
A.F.F. UNLESS OTHERWISE. SPECIFIED.
10. THE ELECTRICAL CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS;
A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED.
11. THE ELECTRICAL CONTRACTOR IS TO ARRANGE. FOR TELEPHONE
SERVICE AND TELEPHONE WIRING, COORDINATE WITH THE TELEPHONE
COMPANY UNLESS OTHERWISE SPECIFIED.
12. BRANCH CIRCUITS SHALL BE IN THIN WALL CONDUIT OR APPROVED
ROMEX,
13. LIGHTING FIXTURES SHALL BE SELECTED BY THE OWNER,
14. SMOKE ALARMS SHALL BE DIRECT WIRED 12OV. U.L. 217 APPROVED
TYPE WITH AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANU—
FACTURER'S RECOMMENDATIONS AND LISTING.
15. ALL DEVICES SHALL BE ROCKER TYPE, WHITE COLOR, UNLESS
OTHERWISE SPECIFIED.
16, ALL MECHANICAL EQUIPMENT SHALL BE PROTECTED BY OVERCURRENT
DEVICES OF TYPE AND RATING PER MANUFACTURER NAMEPLATE
SPECIFICATIONS.
17. THE ELECTRICAL CONTRACTOR IS TO COORDINATE NTH OTHER TRADES
TO MAKE CERTAIN THAT ALL AIR—CONDITIONING POWER AND CONTROL
WIRING AND CONDUITS ARE IN THE BID.
18. EXHAUST. FANS IN BATHROOMS (IF USED) SHALL BE RATED AT 1
CFM/SF.OFVENTILATED FLOOR AREA. (MIN. 50 CFM PER BATHROOM)
19. ALL FAN VENTING AND ROOF PENETRATIONS SHALL BE BY MECHANICAL
CONTRACTOR.
20. ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIR—
MENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN
THAT ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS
IS IN THE BID,.
—INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED:
WALL HUNG TELEPHONE 56" TO CENTER
TELEPHONE JACKS 12" TO CENTER
LIGHT SWITCHES 46" TO CENTER
RECEPTACLES 12" TO CENTER
KITCHEN RECEPTACLES 46" TO CENTER
BATH RECEPTACLES 42" TO CENTER OVER VANITIES
TELEVISION JACKS 12" TO CENTER
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIICOLIINTY
BOCC
OVERHEAD SERVICE 2 COND. W/
(3) 2/0 120/240V
METER M 200 amp 116 3W A/C DISC. SIZE
MAIN DISC. AS PER A/C
ground to cwp 200 a
2" COND. W PANEL MFG'R SPECS.
w/'14 copper wire 2-2/0. 1-1/0
PROVIDE #6 BOND WIRE
BETWEEN DISCON. & PANEL
GIRD. TO WATER LINE
TO STEEL IN FOOTING
5/8" X 8' DRIVEN GROUND ROD
NOTE: ALL ELECTRICAL I.A.W. CURRENT "NEG" INCLUDE
GFI OUTLETS. ALL WIRING TO BE COPPER MIN. #12
ELECTRICAL RISER DIAGRAM
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SCALE:
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DATE:
/1- Sa -Z1
PROJECT NO.
MM1451C
SHEET
E-1
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- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
EXIST 00 woaL<
- - - - - - - - - - - - - - - - - - - - - -- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
FIBERGLASS SHINGLES L - - - - - - - - - - - - - - - - - - - - - --
5 12 ROOF PITCH FRONT ELEVATION
>1
20,- all ------------- 10(',RCLASS SHINGLES
o TDI� QF - QLAM--
— — — — — — — — —
— — — — — — — — — — — — PERIM ---
ETER EICAM CON INDUS THROUGH 20 SECTION
STUCCO
XIST NEW
-RIGf tT FOLEVA"NO
+31.6 -34,8
LEFT ELEVATION
I scale: 1/4"=l'-O"
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r-
EXIST io
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REAR ELEVATION
sca le: 11 /4, =!'—O"
,
+32.8 -35.1
FIBERGLASS SHINGLES
REVIEWED FOR
CODE COMPLIANCE
ST, LUCIE COUNTY
SOCC
BASIC WIND SPEED 140 MPH 3 SEC GUST
IMPORTANCE FACTOR 1'0
BUILDING CATEGORY ENCLOSED
EXPOSURE CATEGORY
INTERNAL PRESS .18
DESIGN PRESS —SEE. ELEVATIONS G. DOOR
SEE ELEVATIONS ALL OTHER OPNGS
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DAG. BY:
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SCALE:
noted
DATE:
14- --Td
PROJECT NO.
MM1451C
SHEET
A-2