1701 Merthie Dr - BC02-000265 (INT & EXT HANDICAP RAMP) (A)PERMIT ADDRESS )
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER ��►
ADDRESS I Le kk t
-f— tor!
i
PHONE NUMBER
ELECTRICAL CONTRACTOR Dian U 6 -c—
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER
FEE
FEE
SUBDIVISION
I02 p
PERMIT # 0,
l DATE
PERMIT DESCRIPTION , qF►
PERMIT VALUATION 00
SQUARE FOOTAGE
•
In
a
t
.J Y
0
0
0
co
0
0000
O
N 4�.. NOTES SBC
I. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE SBCCI
CODES FOR THE SBCC EDITION AT THE TIME OF CERTIFICATION,
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE
AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OP CERTIFICATION.
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
't, OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN BUT
MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED.
5. ALL LUMBER SHALL BE A MIN. STRESS GRADED NO, 2 SOUTHERN YELLOW PINE
WITH 128 - 15% MOISTURE CONTENT.
G. ALL LUMBER IN CONTACT WITH MASONRY SHALL Be PRESSURE TREATED.
1. TRUSS DESIGNED TO SUPPORT D.L. + L.L. = 30 PSE,
8. EXTERIOR COVERING TO Be INSTALLED PER MANUFACTURL'S SPECIFICATIONS.
ANY CHANGES MAY VOID MANUFACTURERS WARRANTY.
`L CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINNNG WATER FACILITIES
WHEN NOT SHOWN ON FLOOR PLAN,
10. HANDICAP ACCESS TO BUILDING IS FIELD INSTALLED AND SUBJECT TO
LOCAL JURISDICTION APPROVAL
11. ALL WINDOWS WITHIN 18' OF DOORS, AND ALL GLASS IN DOORS SHALL
BE SAFETY. GLAZED, TEMPERED, OR ACRYLIC PLASTIC SHEET.
12. OCCUPANT LOAD IS BASED ON (1) PERSON PER 20 SQUARE FEI~T
OF FLOOR AREA,
13. PLUMBING FACILITIES SHALL BE LOCATED IN ADJACENT BUILDING
SUBJ¢CT TO LOCAL JURISDICTION APPROVAL.
It ALL PRODUCTS USED IN THIS PROJECT SHALL Be ASBESTOS PREF,
15. ALL FINISH MATERIALS SHALL BE CLASS A.
IG. MANUAL FIRE ALARM SHALL BE INSTALLED BY ETHERS ON SITE POR NFPA 10
AND SUBJECT TO LOCAL JURISDICTION APPROVAL.
XCTR I CAL- NOT55 NEC
I. ALL WIRING IS #I't.
NEW DEDICATED CIRCUITS TO Be NI2.
2. ALL WIRING SHALL BE IN COMPLIANCE WITH NEC LATEST EDITION,
3, EACH CIRCUIT IS TO HAVE CONTINUOUS SOLID COPPER INSULATED
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE
MAIN DISTRIBUTION PANEL.
'f. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL IS TO Be
GROUNDED 'TO MINIMUM (2) 10'-0" COPPER CLAD EARTH DRIVEN ROD
SPACED MORE THAN G' APART WITH GROUNDING CLAMP APPROVED
Fog DIRECT BURIAL,
5. ALL CONDUIT TERMINATION'S OF 1" OR LARGER ARE TO HAVE PLASTIC
INSULATED BUSHINGS,
G. ELECTRICAL CONTRACTOR TO VERIFY WIRE AND BREAKER SIZE POR HVAC
UNITS WITH HVAC CONTRACTOR AND ACTUAL UNITS INSTALLED.
7. ALL ELECTRICAL WORK IS TO Be IN ACCORDANCE WITH THE NATIONAL
ELECTRICAL COOP (NEC). LIFE SAFETY CODE (NFPA 101). STANDARD
BUILDING CODE (SBCCI)
6. ALL CIRCUITS CROSSING OVER MODULE MATE LINE SHALL Be SITE CONNECTED
IN APPROVED ACCESSIBLE JUNCTION BOXES.
SITS ITrEi'"iea;
NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE
ITEMS Of WORK AND MATERIALS THAT MAY Be REQUIRED
FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS
ARE SUBJECT TO LOCAL JURISDICTION APPROVAL,
I. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM
2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING
3. PORTABLE FIRE EXTINGUISHERS
1. DRINKING FOUNTAIN, BUILDING DRAINS, CLEANOUTS AND
HOOK-UP TO PLUMBING SYSTEM
5. ELECTRICAL SERVICE HOOK-UP (INCLUDING FEEDERS) TO
THE BUILDING
ro. THE MAIN ELECTRICAL PANEL AND SUD-FEEDERS (MULTI -UNITS ONLY)
"I. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE
MATING LINES) - (MULTI -UNITS ONLY)
8, STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN
MODULES (MULTI -UNITS ONLY)
9, REQUIRED PLUMBING FACILITIES SHALL BE LOCATED IN ADJACENT
BUILDINGS SUBJECT TO LOCAL JURISDICTION APPROVAL.
1445 C)04NER FLAC
SANPORDI PXRIDA, X771
1' ECHANICAI.. NOT !& 5MC
I. ALL MAIN SUPPLY DUCTS ARE TO BE RIGID FIBERGLASS OR GALVANIZED.
2. ALL BRANCH DUCTS ARE TO BE FIBERGLASS FLET; DUCT T' IN
DIAMETER UNLESS NOTED OTHERWISE.
3. RETURN AIR IS THROUGH WALL GRILLE WITH 9EM61ABLE FILTER.
4. ALL SUPPLY REGISTERS ARE TO Be 10°x10" SURFAI..E MOUNTED TYPE
WITH ADJUSTABLE DAMPERS UNLESS NOTED OTHEI:WISE.
5. MAIN SUPPLY DUCTS ARE SIRED AS REFERENCED ;%,J HVAC PLAN.
G. PROVIDE A VOLUME DAMPER AT EACH REGISTER, 0'• AT THE TAKE OPP
OF EACH BRANCH DUCT.
1, FLEX DUCT MAY BE USED TO MAXIMUM LENGTH OF' I1'-0" FROM
EACH REGISTER.
6. PROVIDE A MINIMUM 3/4" DIAMETER PVC P -TRAP ANP DRAIN FOR
CONDENSATE LINE TO EXTERIOR OF UNIT
+:..sraa, .s.�ras+,cr. rn';k,r.�..�_.r� �_...�:..�... -�� ,• . �s; _ .::s�. _. ;. �r��a,�na+�a�a.:ez+nxnxa
4c!B1 5 L I TY NOTES ADA /ANSI All -IJ /199-1 FACBC
I. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE
DISPLAYED AT ALL ACCESSIBLE RESTROOM FACILITIES AND AT
ACCESSIBLE BUILDING ENTRANCES UNLESS ALL ENTRANCES ARE
ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL
SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE.
2, WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS
AND DRAWERS ARE PROVIDED AT LEAST ONE OF EACH TYPE PROVIDED
SHALL CONTAIN STORAGE SPACE COMPLYING WITH THE FOLLOWING=
DOORS, ETC, TO SUCH SPACES SHALL BE ACCESSIBLE (I.E. TOUCH
LATCHES, U -SHAPED PULLS} SPACES SHALL BE WITHIN 15 INCHES
MINIMUM AND `15 INCHES MAXIMUM Of THE FLOOR FOR FORWARD REACH
OR 9 INCHES MINIMUM AND 51 INCHES MAXIMUM Of THE FLOOR
FOR SIDE REACH; CLOTHES RODS SHALL BE A MAXIMUM OF 51 INCHES ABOVE
THE FLOOR (18 INCHES MAXIMUM WHEN DISTANCE FROM WHEELCHAIR TO
ROD EXCEEDS 10 INCHES).
3. CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT
SHALL BE NO HIGHER THAN 15 INCHES A.F.F. FOR FRONT APPROACH
OR 51 INCHES A.F.F. FOR SIDE APPROACH. RECEPTACLES ON WALLS SHALL
BE MOUNTED NO LESS THAN 15 INCHES A.F.F. (EXCI�-PTION: HEIGHT LIMITATIONS
DO NOT APPLY I,JHERE U`r:-E OF SPECIAt.. EQUIPMENT DICTATES OTHERWISE
OR WHERE ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED POR
USE BY THE BUILDING OCCUPANTS.
1. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE
(I.E. LEVEK-OPEKATED, PUSH -TYPE, OK U -SHAPED) MOUNTED -18 INCHES A.F.F.
5, FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP -RESISTANT.
CHANGES IN LEVEL BETWEEN 0.25 INCH AND 0.5 INCH SHALL BE
BEVELED WITH A SLOPE NO GREATER THAN 1:2. CHANGES IN LEVEL
GREATER THAN 0.5 INCH REQUIRE RAMPS. CARPET PILE THICKNESS
SHALL BE 0.5 INCH MAXIMUM. GRATING IN FLOOR SHALL HAVE SPACES
NO GREATER THAN 0.5 INCH WIDE IN ONE DIRECTION, DOORWAY
THRESHOLDS SHALL NOT EXCEED 0.5 INCH IN HEIGHT.
D 4UNC$ INDEX:
IN
By: I Opo
Sanford Fire
Date: C�"
IS NOT VALID UNLESS SIGNED
�3
2i
c v
T�`�'°�
z�
VY
Al
COVER SHEET
A2
ELEVATIONS
A3
FOUNDATION PLAN
Al
FLOOR PLAN
y
A5
SECTIONS
r
r
DRN BY,
ELECTRICAL PLANS
All ! 2 1
MI
MECHANICAL PLAN
IN
By: I Opo
Sanford Fire
Date: C�"
IS NOT VALID UNLESS SIGNED
�3
2i
c v
T�`�'°�
z�
VY
BY DATa
04
°L'
W
rPATV7
r
r
DRN BY,
RCR
CK BY,
m
SCALE=
NTS
WA. NO.
S2
c.
c�
v
v
X
�
�
�
rLqAL
A
Q
U
rFV.
BY DATa
rPATV7
75/5/01
DRN BY,
RCR
CK BY,
FSC
SCALE=
NTS
WA. NO.
11-002
SHEAT
I Of -1
0
FRONT EL.EVATION
SGALr, 5AG' , I' -Q'
sssm22m
RIGWr EL.CVATION
SCALI!- 9/IG' - V -O'
;zr:4fR ELXV4TION
SCALP- SAW - '-0'
1. ow"Mor r;Lrm\/40r I ON
wlr—s/,G, - V-0,
ELI
I IS NOT VALID UNLESS SIGNt[
I ='' 711 � —' 1 71ilE-11
atw,�
0 dl
z
O
UZ
<
Q
O
rltm7-15Y
MTr
Ck
O
DRIN BY-
ItCPt
a BY,
rsc
SCALri
M
cn
<
1
1-002
a
01-
<
UA
z
O
UZ
<
Q
O
rltm7-15Y
MTr
DRIN BY-
ItCPt
a BY,
rsc
SCALri
15/16. - 1'-0'
W.0. ?40-
!0'
1
1-002
SHEET
0 2
O
� r
W
U
Q CV
n
Q v
3 ° 2 OL
L K
EXISTING (EXTERIOR) 9tq
O WINDOW SCHEDULE
NUM TYPE SIZE REMARKS QTY
Q
� I V RTICAL SLIDER 1'- " - EXISTING (ALUMINUM) 8
In
of
O
O
07 I ftLO VCRIrY ALL MENSIONS
0
O 60 0
4'-2' S' 0' 3' 1" 6' 2' 1' 2' 6' 2" 4-2' 6' 2" 3' 2" T �" 4'-2' 1' 0"
OVERHANG 0 OVERHANG
201-8"
P/
a�
FLOOR PLAN
SCALr, 3/16" r-0'
IS NOT VALID UNLESS SIGNED
l3 Z
<
o
rn
_ �'�—CI z
O DOOR SCHEDULE
NUM size MAT AL AM MA KS QTY
A - - METAL
o�
0
0
LL
re -4. BY DA7C
DATE 8/aia
DRN BY, RGR
CK B7- PSG
SCALE, 1311r,,'=
WA. NO,
�1
w
�L
U
�
a
w
QCca
w
�
o�
0
0
LL
re -4. BY DA7C
DATE 8/aia
DRN BY, RGR
CK B7- PSG
SCALE, 1311r,,'=
WA. NO,
SHEET
40P"1
'111-002
SHEET
40P"1
Q
z
eXTEKIOR WALL FINISH
EXTERIOR WALL STRUCTURAL BRACING,
�
4
DOUBLE TOP rLATE 2x1
0
SIDIr WALLS,
0
W
LIGHT FIXTURE
BRACING INSTALLATION,
TYPICAL WINDOW See
FO/b/01
0
STRUCTURAL SHCATHING SHALL CONSIST Or' A 1-Im'OOT
VT -
t(1
N
O
MINIMUM WIDTH SHEET EXTENDING CONTINUOUSLY PROM
00O
11-002
v
TOP TO BOTTOM PLATE W/ ALL SHEATHING EDGES
LISTED TRUSSES AT 21" O.C.
LISTED ROOF TRUSS DESIGN LOADS,
LIVE LOAD 20 PSI' TOP CHORD
DEAD LOAD 6 PSP TOP CHORD
OCAD LOAD 6 PSP BOTTOM CHORD
2.0 SOUAKE FEET NET PKEE AREA OF ATTIC VeNTILATION
TO BC rKOVIDCD DY GABLC AND/OR Moor VCNTS
RIM MEMBER 2x6 SPFa3 MIN.
TKUSSeS TO Be FASTENED TO Top
PLATE WITH SIMPSON H-2 HUKKIGANE
CLIP FASTENED IN ACCORDANCE WITH
THE MANUFACTURER'S SPeCIFICATIONS
CKIFFLE STUDS 2x1 SPPM2 AT 16' O.C. ---\
2x HEADER PER APPROVED
STKUCTUKAL PACKAGE
SILL PLATE 2x1 SFP#2
CRIPPLE STUDS 2x1 SPPw2 AT 16" O.C.
3/1" TOUNGE AND GROOVE PLYWOOD
STURD-I-FLOOR, EXP -I, 21' O.C.
BOTTOM PLATE 2x1 SPF#2
30 GAA 1/2" STeeL STRAP FROM
WALL STUD TO PLOOK JOIST AT OreNING
STUDS AND 16" O.C. W/(7) 16 GA xI'
STAPLES PER STRAP eND
(T-fr. SIDCWALLS AND CNDWALLS)
21' x G" CONT. GALV, RIDGC
PLATE rASTENED WITH 05
TCK SCREWS AT 10" Q.C.
I' 0 VNVN 1/2"0 THKU BOLT
MAX.
2
EA, KAFETR 1869 STEEL BAR JOIST
I/8" 2' ,
I 1/2"x I 1/2"x 3/16"
DIAGONAL STEEL ANGLE BRACE
POR BAK JOIST AT 15'-0' O.C.
2
SID 9/16" CONT. STEEL CHANNEL BKACe OVER
0 1 BAR JOIST WEBS WITH 1/2" 0
3" x 3' x Ile" STCCL rLATC L BOLT THRU CENTER AT 16" O.C.
WELDED TO BOTTOM CHORD
OP BAR JOIST AT 1'-O' O.C. I/`r,'"0 THRU BOLT
(ALIGN WITH DIAGONAL 5RACE5)
SUSFeNDeD T -GRID cwNG
SCALE, N.T.S�
9-19 KRAFT BACK
PI6E9GLAS5 INSULATION
e
1 VI• 1 11+1, (11I✓ 1 W 1 pl` 1( Inl1 J JIr L.
PIER 'A' AND FIER "B" SHEET 6
SCALe, N.T.S.
GENERAL CROSS-SECTION NOTES,
L UNLESS OTHeRWISE SrECIPIED, ALL STEEL MUST COMPLY
W/ ASTM A%. YIELD STRENGTH = 36 KSI,
2. ALL LAG SCReWS MUST COMPLY W/ ASTM A901.
INTERIOR rINISH MATrgIAL,
CEILING - 2'-0" x 1'-0" T -GRID CEILING
WALL -, RAW GYPSUM WALL BOARD.
FLOOR - CARPET THROUGHOUT.
EXTERIOR FINISH MATERIAL,
900e - 90 GA. GALVANVEO METAL ROOD INSTALLED
PCR MANUPACTUKCR'S SMCIPICATIONS.
WALL - T -III ALUMINUM SIDING (OVER BRACING MATERIAL)
PeK MANUPACTUKEK'S SrECIPICATIONS.
eNDWALL
► OPTION, 1/IG" OSB. RATED SHEATHING, MINIMUM EXP -21/16
MAY BE USED IN LIEU OF 5/B' PLYWOOD, ALL OTHER
SPCCIPICATIONS SHALL REMAIN UNCHANGED.
5/8" COX PLYWOOD OVER
2''x 61' SPF 442 Koor JOIST
0 141, O.C.
DATE
eXTEKIOR WALL FINISH
EXTERIOR WALL STRUCTURAL BRACING,
4
DOUBLE TOP rLATE 2x1
SpF#2
SIDIr WALLS,
EXISTING
W
LIGHT FIXTURE
BRACING INSTALLATION,
TYPICAL WINDOW See
FO/b/01
FLOOR PLAN PoR SPECS.
e
1 VI• 1 11+1, (11I✓ 1 W 1 pl` 1( Inl1 J JIr L.
PIER 'A' AND FIER "B" SHEET 6
SCALe, N.T.S.
GENERAL CROSS-SECTION NOTES,
L UNLESS OTHeRWISE SrECIPIED, ALL STEEL MUST COMPLY
W/ ASTM A%. YIELD STRENGTH = 36 KSI,
2. ALL LAG SCReWS MUST COMPLY W/ ASTM A901.
INTERIOR rINISH MATrgIAL,
CEILING - 2'-0" x 1'-0" T -GRID CEILING
WALL -, RAW GYPSUM WALL BOARD.
FLOOR - CARPET THROUGHOUT.
EXTERIOR FINISH MATERIAL,
900e - 90 GA. GALVANVEO METAL ROOD INSTALLED
PCR MANUPACTUKCR'S SMCIPICATIONS.
WALL - T -III ALUMINUM SIDING (OVER BRACING MATERIAL)
PeK MANUPACTUKEK'S SrECIPICATIONS.
eNDWALL
► OPTION, 1/IG" OSB. RATED SHEATHING, MINIMUM EXP -21/16
MAY BE USED IN LIEU OF 5/B' PLYWOOD, ALL OTHER
SPCCIPICATIONS SHALL REMAIN UNCHANGED.
5/8" COX PLYWOOD OVER
2''x 61' SPF 442 Koor JOIST
0 141, O.C.
R -u KRAFT BACK --//
FIBERGLASS INSULATION 4
a
STAGGeK JOINTS SIDEWALL
18" D.G.
5/8" rLY400D SHeATHING TO Be FASTENED TO TRUSSES WITH
6d NAILS AT Gi1 O.C. ON EDGES AND 1V O.C. IN rIELD.
ROOF SHSATH ING DrSTA11.
NOT TO SCALE
FINISHED GKADE
0- , IS NOT VALID UNLESS SIGNED
I
4
T fQ�
DATE
eXTEKIOR WALL FINISH
EXTERIOR WALL STRUCTURAL BRACING,
4
O
OL.
SIDIr WALLS,
W
r
M
BRACING INSTALLATION,
DATE,
FO/b/01
= z
STRUCTURAL SHCATHING SHALL CONSIST Or' A 1-Im'OOT
VT -
t(1
N
rskl
MINIMUM WIDTH SHEET EXTENDING CONTINUOUSLY PROM
Q
11-002
v
TOP TO BOTTOM PLATE W/ ALL SHEATHING EDGES
m
w-
<
u
�>
EXTeNDING 3/1" MINIMUM OVER 2" NOMINAL LUMBI=R
OF THe SAME SIZE AND GRADE AS EXTERIOR WALL
FRAMING. BRACING SHALL BE LOCATED AS CLOSE TO
CACH CORNER OP BUILDING AS rOSSIBLC AND AT
NEW 2x1
25'-0" O.C. MAXIMUM,
SUSPENDED
BRACING MATERIAL,
T- GRID CEILING
Ve" STRUCTURAL RED THEKMO-PLY FASTENED W/ 16
GAAI'xl I/1" STAPLES 3" O.C. ON EDGES AND 6"
O.C. IN THE FIELD, OR LISTED METAL WIND BRACeS
INSTALLED PER MANUFACTURER'S SFECIPICATIONS, OR
USE THE SAME STRUCTURAL BRACING MATERIAL AND
FASTENING METHOD AS SPECIFIED POR eN7WALLS.
ENOWALLS,
EXTERIOR WALL STUDS
BRACING INSTALLATION,
STRUCTURAL SHEATHING SHALL eXTeND CONTINUOUS
2x1 SPFa2 AT IG' O.C.
FROM TOP OF TKuSS TOP CHOKD TO 3/1" MINIMUM
BELOW TOP OP RIM JOIST W/ ALL SHEATHING EDGES
SUrrOKTED BY 2" NOMINAL LUMBeR OF THE SAME
SIZE AND GKADe AS EXTERIOR WALL FRAMING.
IO
K-0 INSULATION
K -U INSULATION
BRACING MATERIAL,
A
3/8" APA RATED SHEATHING, EXP. -I, EXP: 2. eXT.
OK 3/8" APA RATED SIDING CXT. FASTENED W/ ed
ROUTE Off EXCESS
COMMON OK GALV. BOX NAILS 6" O.C. EDGES AND 12"
O.C. IN THE FIELD, OR 1/6" STRUCTURAL RED THeRMO-
FLOOR SHEATHING
PLY FASTENED W/ 16 GAxI"xl 1/1" STAPLES 3'
O.C. EDGES AND G' O.C. IN THe FIELD.
G' STEEL Z FLOOR
JOIST 0 21' O.C.
IM
/— 8" STEEL "C' CHANNEL
/ MKIMETER FRAME
R -u KRAFT BACK --//
FIBERGLASS INSULATION 4
a
STAGGeK JOINTS SIDEWALL
18" D.G.
5/8" rLY400D SHeATHING TO Be FASTENED TO TRUSSES WITH
6d NAILS AT Gi1 O.C. ON EDGES AND 1V O.C. IN rIELD.
ROOF SHSATH ING DrSTA11.
NOT TO SCALE
FINISHED GKADE
0- , IS NOT VALID UNLESS SIGNED
I
4
T fQ�
(RTT757
DATE
4
O
OL.
W
r
M
DATE,
FO/b/01
= z
4
Q
VT -
t(1
N
rskl
V) 4
Q
11-002
v
m
w-
<
u
�>
}C
<
�
r44
(RTT757
DATE
DATE,
FO/b/01
DRN BY,
JKCIK
C6 BY,
r'SC
SCALP,
AS NOTW
WA. N0,
11-002
wr 10
wr
NOMENCLATURE
B(AMrS)
wott
GKCUIT
NCMCNCLATUKC
(Ants)
4D
L 3
HVAC
25 A (2r)
10-3 NM
2, 1
Ex
T
_
5. G
LIGHTING
20 A
12-2 HM
EXHAUST FAN
40
'41-002
ELEC. PANEL 51ZINCs:
2D
GENERAL LIGHTING -
ELEC. PANEL 51ZING:
IT
DESCRIPTION PANEL 'A' KVA
2D
0.9
D055 N 1W X MO Sr X 1.25' G2
b RCCErTS AT WVA/1000'
21) -
2D
I WATER HCATCF AT 1.9 x 1.2'Y
-
HVAC UNIT 0.5
2 TANS AT 0.3 N1 CA. x 1.25'
OD
x
INSTALL 100 AMr rANCL
TOTAL/210 X1000• 84.12
AIMS
INSTALL 100 AMr rANCL
Vl
120/210 v I
11N
i(1
4
5D
IL
,
0-
1000
11D
4p
5D
gyp
SD
2D
1D
'b
2D
D
Ric
4c
Tic
zc 9
2c
2C
Ic
7D
9D
i00
IV
V
5D
50
5p
7D
5p
50
_
5D
I
I
2B
2B
A
'IA
'IA
A
5A
GA
2B
2B
1000
28
-Iq
�q
5A
5q
GA
2B�
5A
5LA
GA
/
4�
IA IA i
"IA ,
1
1A 5A i 2-A
I
GA
2A
1A "IA 1A (T A lA IA 5A 5A /E I T A
- -
9 -1A 2A 2A
Wr Iq 5A
ELECTRICAL PLAN
Sc -AL -C, 3A(A' ' 1'-0'
ELECTRICAL SCHEDULE 'A'
CIRCUIT
NOMENCLATURE
B(AMrS)
wott
GKCUIT
NCMCNCLATUKC
(Ants)
(CU.)
(cu.)
L 3
HVAC
25 A (2r)
10-3 NM
2, 1
RCCt"ACLCS
20 A
12-2 Nn
5. G
LIGHTING
20 A
12-2 HM
EXHAUST FAN
WA. N0
'41-002
ELEC. PANEL 51ZINCs:
DESCRIrTION PANEL 'B' KVA
GENERAL LIGHTING -
ELEC. PANEL 51ZING:
DIM Nd/Sr X - Sr X L25' -
DESCRIPTION PANEL 'A' KVA
GENCFAL LIri1TINGo
0.9
D055 N 1W X MO Sr X 1.25' G2
b RCCErTS AT WVA/1000'
LB
I WATER HCATCF AT 1.9 x 1.2'Y
-
HVAC UNIT 0.5
2 TANS AT 0.3 N1 CA. x 1.25'
OD
TOTAL 1' [44 -
INSTALL 100 AMr rANCL
TOTAL/210 X1000• 84.12
AIMS
INSTALL 100 AMr rANCL
Vl
120/210 v I
ELECTRICAL SCHEDULE IV
CIRCUIT
NOMENCLATURE
BFCAKCR
"rs)
WRt
((:U,)
L 3
HVAC
25 A (21-)
10-3 NM
2, 1
FCCCrTACLCS
20 A
12-2 NM
-
LIGHTING
20 A
Y2-2 NM
FL009 DRAIN
LIGHTING / rANS
20 A
12-2 NM
EXHAUST FAN
WA. N0
'41-002
ELEC. PANEL 51ZINCs:
DESCRIrTION PANEL 'B' KVA
GENERAL LIGHTING -
ELEC. PANEL 51ZING:
DIM Nd/Sr X - Sr X L25' -
DESCRIPTION rANEL 'D' KVA
RCCCrTS AT 100VA/1000•
0.9
1 WATER HEATER AT l9 x L25'
-
HVAC LNIT p5
_TANS AT 0.3 Ni CA. It L25•
_
TOTAL I N Iw -
=TANS AT 0.3 N1 CA. x L25'
TOTAL/210 X 1000• 115
AMrS
INSTALL 100 AMr rANCL
TOTAL/210 X 1000' 60
420/210 v 1
INSTALL 100 AMr rANCL
ELECTRICAL SCHEDULE 'C'
GRCUIT
NOMNCLATUIRt
BREAKER
(Ants
itt
(Cu') «:u )
L 3
HVAC
25 A (2r)
10-3 NH
2, 1
RCCCrTACLCS
20 A
12-2 M1
-
LIGHTING
20 A
r2-2 w
FL009 DRAIN
LIGHTING / rANS
20 A
12-2 NM
EXHAUST FAN
WA. N0
'41-002
ELEC. PANEL 51ZING:
DESC-91"ION PANEL 'C' KVA
GCNCRAL LIGHTING -
ELEC. PANEL 51ZING:
D03 -5 NVW X - Sr X L27 -
DESCRIPTION rANEL 'D' KVA
'o FMCIM AT ICOVA/1000•
LB
I WATER HCATCR AT L9 x 1.25
-
HVAC LMT q,5
_FANS AT 0.3 N" CA. It 1.27'
-
TOTAL
=TANS AT 0.3 N1 CA. x L25'
TOTAL/210 X1000' �}w
TOTAL (�,(� -
►STALL 100 AMr FANCL
TOTAL/210 X 1000' 60
120/240 v 1 •
INSTALL 100 AMr rANCL
ELECTRICAL SCHEDULE 'D'
5YMBOLB
DIFFUSED FLUORESCENT FIXTURE
BREAKER
NKt
GRCUIT
NoMCNCLATuRt
(Ants)
(cu.)
L 5
HVAC
25 A (2r)
10-5 NH
2
RCCCrTACLCS
20 A
12-2 NN
FL009 DRAIN
LIGHTING / rANS
20 A
12-2 NM
EXHAUST FAN
WA. N0
'41-002
3
0
�
co
ELEC. PANEL 51ZING:
w
>
DESCRIPTION rANEL 'D' KVA
GCNCRAL UGHTINGo
DIM VW/Sr X H00 Sr X 1.25• G2
h1 RtCCrTS AT WVA/1000'
27
1 WATCR HCATER AT 1.9 x 421,
-
HVAC UNIT 1013
=TANS AT 0.3 N1 CA. x L25'
TOTAL (�,(� -
r
TOTAL/210 X 1000' 60
AMrS
INSTALL 100 AMr rANCL
Vl
t20/210v1♦
(WtATHEKM" )
100 Anr C.r.
120/210 V.M
rANCL 'A'
W Anr
DISCONNECT
CICT. 0 I, 30
M
(WCATHCFrF"
100 Anr t r
120/210 vJo
rANCL Ti'
GO Anr
DISCONNtCT
CIKT. w L 3C
14tATHCKM" )
00 Anr C.P.
20/2-10 V-10
'ANLL 'C'
:O Anr
)ISCONNCCT
:KT. Is L 38
OM
WCATHERrK00r)
DO Anr C.r.
20/210 V,lo
'ANLL D'
u0 Anr
ASCONNtCT
;KT. w 1, 3A
®
5YMBOLB
DIFFUSED FLUORESCENT FIXTURE
WITH 4 - 10W TUBES
j
SWITCH (20 AMP RATED) AT 18" A.F.F.
EMERGENCY LIGHT W/ BATT. BACKUP
O
TELEPHONE
qp
DUPLEX RECEPTACLE G 18" A.F.F. UNLESS
NOTED OTHERWISE (20 AMP RATED)
B
tLtCTKICAL rANCL
®
FL009 DRAIN
EXIT
EXIT SIGN
0
EXHAUST FAN
NOTE:
VtRlf Y ALL ELECTRICAL CONNECTION AND VERIPY ALL
RECEPTS, LIGHTING AND DISCONNECTS
IS P�'OT VALID UNLESS SIGNED
l3 Z
Z
3
w 70
0 r
T.
� m
Ir—
di
BY DATE
O
DATE
8/8/p
DRN BY-
a
Ill
a
OL
M
U
-3
~
r
r
c
Q
�
N
U-)
N
WA. N0
'41-002
3
0
�
co
Q a
J
w
>
<
IL
ly
U
r
Vl
11N
i(1
4
IL
,
0-
REV.
BY DATE
DATE
8/8/p
DRN BY-
RCR
CK BY'
rsc
SCALL I
9/1G. =
WA. N0
'41-002
SHEET
G OF -7
X�r
0
w
r
KEY.
r
BY DATE
O
DATE
8/0/01
DKN HYD
0404
.-.
PSC
SCALPI
3/1G"- 1'-0'
WA. N0-
lii-002
�r
--I
W
E0
(L
-
X�r
0
w
r
KEY.
r
BY DATE
DATE
8/0/01
DKN HYD
KCK
CK Bit
PSC
SCALPI
3/1G"- 1'-0'
WA. N0-
lii-002
SHEET
i
-1or-
3
G J
0.
m
LO
N
O
0
co
0
ry
N
O
0
SBC
G THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE SBCCI
CODES POR THE SBCC EDITION AT THE TIME OF ORIGINAL
MANUFACTURE AND THIRD PARTY CEKTIFICATION.
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE
AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME Of CEKTIPICATION.
S. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVeR SCALED DIMENSIONS.
't. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN BUT
MEMBEK SPACING SHALL NOT EXCEED LIMITS AS INDICATED.
5. ALL LUMBER SHALL Be A MIN. STRESS GRADED NO. 2 SOUTHERN YELLOW PINK
WITH 12% - 15% MOISTURE CONTENT,
6. ALL LUMBER IN CONTACT WITH MASONRY. SHALL Be! PRESSURE TREATED,
1. TRUSS DESIGNED TO SUPPORT D.L. + L.L. - 30 PSE.
5, EXTERIOR COVERING TO Be INSTALLED PER MANUFACTURE'S, SPECIFICATIONS.
ANY CHANGeS MAY VOID MANUFACTURERS WARRANTY.
cL CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES
WHEN NOT SHOWN ON FLOOR PLAN.
10, HANDICAP ACCESS TO BUILDING IS FIELD INSTALLED AND SUBJECT TO
LOCAL, JURISDICTION APPROVAL
IL ALL WINDOWS WITHIN 15" OP DOORS, AND ALL GLASS IN DOORS SHALL
BE SAFETY, GLAZED, TEMPERED. OR ACRYLIC PLASTIC SHEET,
12. OCCUPANT LOAD IS BASCD ON (1) reKSON PFK 2Q SQUARE PCCT
OP FLOOR AKEA.
19, PLUMBING FACILITIES SHALL Be LOCATED IN ADJACENT BUILDING
SUBJECT TO LOCAL JURISDICTION APPROVAL.
19, ALL PRODUCTS USED IN THIS PROJECT SHALL Be ASBESTOS PREF.
15, ALL FINISH MATERIALS SHALL Be CLASS A.
IdA MANUAL FIRE ALARM SHALL BE INSTALLED BY OTHERS ON SITE POR NFPA 10
AND SUBJECT TO LOCAL JUKISDICTION APPKOVAL,
NEG
I. ALL WIRING IS #It
NEW DEDICATED CIRCUITS TO BE #12.
2. ALL WIRING SHALL Be IN COMPLIANCE WITH NeC LATEST EDITION,
3. EACH CIRCUIT IS TO HAVE CONTINUOUS SOLID COPPEK INSULATED
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE
MAIN DISTRIBUTION PANEL
'f. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL IS TO BE
GKOUNDED TO MINIMUM (2) 10'-0" COPPER CLAD EARTH DRIVEN ROD
SPACED MORE THAN G APART WITH GROUNDING CLAMP APPROVED
POR DIRECT BURIAL.
5. ALL CONDUIT TERMINATION'S OP 1" OR LARGER ARE TO HAVE PLASTIC
INSULATED BUSHINGS.
G, ELECTRICAL CONTRACTOR TO VERIFY WIRE AND BREAKER SIZE FOR HVAC
UNITS WITH HVAC CONTRACTOR AND ACTUAL UNITS INSTALLED.
'I. ALL ELECTRICAL WORK IS TO BE IN ACCORDANCE! WITH THE NATIONAL
t<LECTRICAL CODE (NEC), LIFE SAFETY CODE (NEPA 101), STANDARD
BUILDING CODE (SBCCI)
D. ALL CIRCUITS CROSSING OVER MODULE MATE LINE SHALL BE SITE CONNECTED
IN APPROVED ACCESSIBLE JUNCTION BOXES,
SI T
NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE
ITEMS OF WORK AND MATERIALS THAT MAY Be REQUIRED
POR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS
ARE SUBJECT TO LOCAL JURISDICTION APPROVAL,
I. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM
2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING
3. PORTABLE FIRE EXTINGUISHERS
`t. DRINKING FOUNTAIN, BUILDING DRAINS, CLEANOUTS AND
HOOK-UP TO PLUMBING SYSTEM
5. ELECTRICAL SERVICE HOOK-UP (INCLUDING FEEDERS) TO
THE BUILDING
G. THE MAIN ELECTRICAL PANEL AND SUB -FEEDERS (MULTI -UNITS ONLY)
'1. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE
MATING LINE(S) - (MULTI -UNITS ONLY)
8. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN
MODULES (MULTI -UNITS ONLY)
9. REQUIRED PLUMBING FACILITIES SHALL Be LOCATED IN ADJACENT
BUILDINGS SUBJECT TO LOCAL JURISDICTION APPROVAL,
1445 004NM PL'AC5
SANFORD, pXR1041 32771
MECHANICAL.- NoTmMC
I. ALL MAIN SUPPLY DUCTS ARE TO Be KIGD FIBERGLASS OR GALVANIZED.
2. ALL BRANCH DUCTS ARE TO Be FIBERGLASS FLEX DUCT I" IN
DIAMETER UNLESS NOTED OTHERWISE.
3. KETURN AIR IS THROUGH WALL GRILLE WITH REMOVA';aLE PILTEK.
9, ALL SUPPLY REGISTERS ARE TO Be 10"x10" SUKFACE MOUNTED TYPE
WITH ADJUSTABLE DAMPERS UNLESS NOTED OTHERWISE.
5. MAIN SUPPLY DUCTS ARE SIZED AS REFERENCED ON HVAC PLAN.
Co," PROVIDE A VOLUME DAMPER AT BACH REGISTER, OR AT THE TAKE Off
OF EACH BRANCH DUCT.
"I. FLEX DUCT MAY Be USED TO MAXIMUM LENGTH OF 1,1'-0" FROM
EACH REGISTER.
5. PROVIDE A MINIMUM 3/1" DIAMETER PVC P -TRAP AND PKAIN POR
CONDENSATE LINE TO EXTERIOR Of UNIT
4 1 (1.1 (Y INS./ I p. ADA / ANSI AIIIJ / 199-1 FACBC
I. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE
DISPLAYED AT ALL ACCESSIBLE RESTROOM FACILITIES AND AT
ACCESSIBLE BUILDING ENTRANCES UNLESS ALL ENTRANCES ARE
ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL
SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE,
2. WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS
AND DRAWERS ARE PROVIDED AT LEAST ONE OF EACH TYPE PROVIDED
SHALL CONTAIN STORAGE SPACE COMPLYING WITH THE FOLLOWING
DOORS, ETC. To SUCH SPACES SHALL BE ACCESSIBLE (I.E, TOUCH
LATCHES, U -SHAPED PULLS); SPACES SHALL BE WITHIN 15 INCHES
MINIMUM AND -10 INCHES MAXIMUM OF THE FLOOR POR FORWARD REACH
OR 9 INCHES MINIMUM AND 5-1 INCHES MAXIMUM OF THE FLOOK
FOK SIDE REACH; CLOTHES RODS SHALL Be A MAXIMUM OF 51 INCHES ABOVE
THE FLOOK (98 INCHES MAXIMUM WHEN DISTANCE FROM WHEELCHAIR TO
ROD EXCEEDS 10 INCHES),
3. CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT
SHALL BE NO HIGHER THAN 15 INCHES A.F,F. FOR FRONT APPROACH
OR 51 INCHES A.F,F. FOR SIDE APPROACH, RECEPTACLES ON WALLS SHALL
BE MOUNTED NO LESS THAN 15 INCHES A.F.P. (EXCEPTION= HEIGHT LIMITATIONS
DO NOT APPLY WHERE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE
OR WHERE ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED POK
USE BY THE BUILU'ING OCCUPANTS.
'I, DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLY HARDWARE
(I.E. LEVER -OPERATED, PUSH -TYPE. OR U -SHAPED) MOUNTED le) INCHES A.F.F.
5. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP -RESISTANT.
CHANGES IN LEVEL BETWEEN 0.25 INCH AND 0.5 INCH SHALL Be
BEVELED WITH A SLOPE NO GREATER THAN K. CHANGES IN LEVEL
GREATER THAN 0.5 INCH REQUIRE RAMPS. CARPET PILE THICKNESS
SHALL BE 0.5 INCH MAXIMUM, GRATING IN FLOOK SHALL HAVE SPACES
NO GREATER THAN 0.5 INCH WIDE IN ONE DIRECTION. DOORWAY
THRESHOLDS SHALL NOT EXCEED 0.5 INCH IN HEIGHT.
�� ♦, a ��:�
Al
COVER SHEET
A2
ELEVATIONS
A3
FOUNDATION PLAN
A`t
FLOOR PLAN
A5
SECTIONS
EI
ELECTRICAL PLANS
MI
MECHANICAL PLAN
IS NOT VALID UNLESS SIGNED 1
z
DL
� rn
itcy. I
BY PA
d
0
4
W
DATC�
a�a�a
09N BY,
ICK
CK BY,
r°SC
SCALr_l
NTS
WA, NO,
11-002
4
�
<
�3
l3
W
l�
r—
itcy. I
BY PA
DATC�
a�a�a
09N BY,
ICK
CK BY,
r°SC
SCALr_l
NTS
WA, NO,
11-002
SHEET
—ew 1
OP -1
FRONT 4, /Aur I ON
SCALY- 3/P5'- 1'-0'
���� ,ai �����11 �♦
. ■ EM901
GIST M rEV 4T I Off!
SCALE 5/*'- 1'-0'
Rr=AR ION
SCALE- 5/6'- 1'-0'
L.r-T rtev4wrloN
SCALE-' 3/Ko' • 1'-0'
IS N07 VALID UNLESS SIGNED
Z z
� rn
=
1— 7C
RtV.
B7 DATt
D1� C
WWI
O
04
KCK
CK Byl
rSC
SCM°,
3/x(0" ■ �'-Q"
ll..0. N0
'11-002
IL
—I
1N
N
�
Q
v
o
W-
U
S
X
1l
�
r
P8i3
_
RtV.
B7 DATt
D1� C
WWI
DIeN D7,
KCK
CK Byl
rSC
SCM°,
3/x(0" ■ �'-Q"
ll..0. N0
'11-002
SHffffT
?4 � 2
2OP-1
If9 ME TIE -DOWN LOCATIONS
0
0
0
O
8'-0" 12'-0"
i®
SCALL, 51W=1'-0"
8"xIG"xt, SOILD
CONCRETE BLOCK CAP SEAM OF
MODULAR BLDG.
6"xb"xIG" STANDARD TIE -DOWN STRAP
(;,M.u. GONG. BLOCK WRAP AROUND BUILDING
STEEL FRAME
N
CONIC.
SOLID
COa ,
GONC. FOOTING PAD � ;.. , • ; , ; ;^
W/ (3) #5 REBARS
GROUND ANCHOR,
p 1 OR "A
/�XI I
E
SCALl 1/2" I=11'-0"
WRAP TIE -DOWN STRAPS
AROUND BUILDING STEEL
AT MATE LINE
fmisiR ILII
SCALE 1/2 1'-0"
NOTE;
THIS FOUNDATION PLAN IS PROVIDED FOR REFERENCE AS A
TYPICAL STANDARD, ACTUAL FOUNDATION CONDITIONS MUST
BE EVALUATED FOR APPLICABILITY IF THIS PLAN IS TO BE
USED. ATLTERNATE FOUNDATION PLANS MAY BE DESIGNED
BY OTHERS IN ACCORDANCE WITH THE REQUIREMENTS OF
THE JURISDICTION HAVING AUTHORITY,
NOTE:
ALL DATA SHALL BE PHYSICALLY VERIFIED BEFORE
CONSTRUCTION Of THE FOUNDATION. THE CONTRACTOR
PROVIDING FOUNDATION CONSTRUCTION SERVICES WILL
ULTIMATELY BE RESPONSIBLE FOR THE FOUNDATION
AND ANY FLAWS CONTAINED THEREIN.
CH END
r-OUN IAT I ON NOtSe)
I. ALL FOUN2ATION CONSTRUCTION, MATERIALS, AND INSTALLATION SHALL BE IN
ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES.
2. TIE -DOWN STRAPS TO BE 1-1/1" x .035" TYPE -I, FINISH B, GRADE ONE ZINC
COATED STEEL STRAPPING CERTIFIED BY A REGISTERED ENGINEER OR ARCHITECT
AS CONFORMING WITH ASTM D3953-91, TIE DOWN STRAPS AND CONNECTING
HARDWARE: TO HAVE 3150# MINIMUM WORKING CAPACITY.
3, GROUND ANCHORS SHALL HAVE 3150# MINIMUM WORKING CAPACITY, AND SHALL
BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. DESIGN
OF GROUND ANCHOR, INCLUDING SHAFT LENGTH, NUMBER AND DIAMETER OF HELIXES,
ETC., TO EEE AS SPECIFIED BY THE GROUND ANCHOR MANUFACTURER FOR THE ACTUAL
SOIL TYPE ' ENCOUNTERED. IF THE HOLDING OR PULLOUT CAPACITIES OF GROUND
ANCHORS ARE BELOW THE VALUES SPECIFIED ABOVE THE ARCHITECT/ENGINEER MUST
BE CONSULTED FOR AN ALTERNATIVE ANCHORAGE DESIGN.
t THE FIRS'( TIE -DOWN STRAP FROM ENDWALLS SHALL NOT EXCEED 1/2 THE
MAXIMUM SPACING INDICATED.
5. ALL PIERS, SHALL BE CONSTRUCTED OF S"x8"xIG" CONCRETE MASONRY UNITS
CONFORMLVG TO ASTM C90. MASONRY UNITS SHALL BE LAID IN TYPE M OR S
MORTAR 09 COVERED WITH SURFACE BONDING CEMENT INSTALLED IN ACCORDANCE
WITH ITS LISTING. PIER FOOTINGS SHALL BE AS SHOWN.
G. MINIMUM CONCRETE FOOTING COMPRESSIVE STRENGTH 2,500 PSI AT 26 DAYS.
1. ALL REINFORCEMENT BARS SHALL COMPLY WITH ASTM A05, GRADE GO,
REINFORCcMENT BARS SHALL BE EQUALLY SPACED AND PLACED WITH 3"
CLEARANCE FROM BOTTOM AND SIDES OF THE FOOTING.
8. ALL PIERS SHALL BE CAPPED WITH 2x8 SYP PRESSURE TREATED SILL PLATES,
FULL LENGTH of PIER, oR `t" SOLID CONCRETE CAP. o
9. SOIL BEARING CAPACITY SHOWN ON THIS PLAN IS ASSUMED. IF THE ACTUAL SOIL
BEARING CAPACITY IS LESS THAN 2,000 P.S.F., THE ARCHITECT/ENGINEER MUST BE
CONSULTE=D FOR REQUIRED ALTERNATE FOUNDATION DESIGN. FOOTINGS SHALL BE
PLACED ON NON -EXPANSIVE SOILS ONLY.
10, ALTERNA'fE FOUNDATIONS) AND/OR MODIFICATIONS OF THIS FOUNDATION
MAY BE P�SIGNED BY OTHERS, SUBJECT TO LOCAL JURISDICTION APPROVAL.
IS NOT VALID UNLESS SIGNED
0 zgq
3 C
� rn
OF
MODULAR SLOG.
r
ItBEAM
8"x0"xIG" STANDARD—
IG"xl6"x'I" SOILD
C,M,U. GONG. BLOCK
_ U]
CONCRI*TE BLOC CAP
w
TIE—DOWN STRAP
29"x21'x12" SOILD
r
GRADE
GONG, FOOTING PAD
�•'.^
;...'•'
N
W/ (5) #5 9E6ARS
.
,:'' '°:
GROUND ANCHOR,
fmisiR ILII
SCALE 1/2 1'-0"
NOTE;
THIS FOUNDATION PLAN IS PROVIDED FOR REFERENCE AS A
TYPICAL STANDARD, ACTUAL FOUNDATION CONDITIONS MUST
BE EVALUATED FOR APPLICABILITY IF THIS PLAN IS TO BE
USED. ATLTERNATE FOUNDATION PLANS MAY BE DESIGNED
BY OTHERS IN ACCORDANCE WITH THE REQUIREMENTS OF
THE JURISDICTION HAVING AUTHORITY,
NOTE:
ALL DATA SHALL BE PHYSICALLY VERIFIED BEFORE
CONSTRUCTION Of THE FOUNDATION. THE CONTRACTOR
PROVIDING FOUNDATION CONSTRUCTION SERVICES WILL
ULTIMATELY BE RESPONSIBLE FOR THE FOUNDATION
AND ANY FLAWS CONTAINED THEREIN.
CH END
r-OUN IAT I ON NOtSe)
I. ALL FOUN2ATION CONSTRUCTION, MATERIALS, AND INSTALLATION SHALL BE IN
ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES.
2. TIE -DOWN STRAPS TO BE 1-1/1" x .035" TYPE -I, FINISH B, GRADE ONE ZINC
COATED STEEL STRAPPING CERTIFIED BY A REGISTERED ENGINEER OR ARCHITECT
AS CONFORMING WITH ASTM D3953-91, TIE DOWN STRAPS AND CONNECTING
HARDWARE: TO HAVE 3150# MINIMUM WORKING CAPACITY.
3, GROUND ANCHORS SHALL HAVE 3150# MINIMUM WORKING CAPACITY, AND SHALL
BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. DESIGN
OF GROUND ANCHOR, INCLUDING SHAFT LENGTH, NUMBER AND DIAMETER OF HELIXES,
ETC., TO EEE AS SPECIFIED BY THE GROUND ANCHOR MANUFACTURER FOR THE ACTUAL
SOIL TYPE ' ENCOUNTERED. IF THE HOLDING OR PULLOUT CAPACITIES OF GROUND
ANCHORS ARE BELOW THE VALUES SPECIFIED ABOVE THE ARCHITECT/ENGINEER MUST
BE CONSULTED FOR AN ALTERNATIVE ANCHORAGE DESIGN.
t THE FIRS'( TIE -DOWN STRAP FROM ENDWALLS SHALL NOT EXCEED 1/2 THE
MAXIMUM SPACING INDICATED.
5. ALL PIERS, SHALL BE CONSTRUCTED OF S"x8"xIG" CONCRETE MASONRY UNITS
CONFORMLVG TO ASTM C90. MASONRY UNITS SHALL BE LAID IN TYPE M OR S
MORTAR 09 COVERED WITH SURFACE BONDING CEMENT INSTALLED IN ACCORDANCE
WITH ITS LISTING. PIER FOOTINGS SHALL BE AS SHOWN.
G. MINIMUM CONCRETE FOOTING COMPRESSIVE STRENGTH 2,500 PSI AT 26 DAYS.
1. ALL REINFORCEMENT BARS SHALL COMPLY WITH ASTM A05, GRADE GO,
REINFORCcMENT BARS SHALL BE EQUALLY SPACED AND PLACED WITH 3"
CLEARANCE FROM BOTTOM AND SIDES OF THE FOOTING.
8. ALL PIERS SHALL BE CAPPED WITH 2x8 SYP PRESSURE TREATED SILL PLATES,
FULL LENGTH of PIER, oR `t" SOLID CONCRETE CAP. o
9. SOIL BEARING CAPACITY SHOWN ON THIS PLAN IS ASSUMED. IF THE ACTUAL SOIL
BEARING CAPACITY IS LESS THAN 2,000 P.S.F., THE ARCHITECT/ENGINEER MUST BE
CONSULTE=D FOR REQUIRED ALTERNATE FOUNDATION DESIGN. FOOTINGS SHALL BE
PLACED ON NON -EXPANSIVE SOILS ONLY.
10, ALTERNA'fE FOUNDATIONS) AND/OR MODIFICATIONS OF THIS FOUNDATION
MAY BE P�SIGNED BY OTHERS, SUBJECT TO LOCAL JURISDICTION APPROVAL.
IS NOT VALID UNLESS SIGNED
0 zgq
3 C
� rn
BCV. 6Y DATC
DA1'E� 8/8/q
MN BY, RICK
CK BYI PSC
SCALE 5x..1'-0"
WA, N0, 'IV002
SHEET
3 0f "I
a
0
0
0
w
M
r
_ U]
T-
7 Il.
w
r
M
.
BCV. 6Y DATC
DA1'E� 8/8/q
MN BY, RICK
CK BYI PSC
SCALE 5x..1'-0"
WA, N0, 'IV002
SHEET
3 0f "I
a
0
0
a
a w INcow ecHmouLam 04 r
NUM I TYPE Size REMARKS QTY y rn
(Naa V RTICAL SLD f - Z" x '- EXISTIN ALUMINUM) 8 � 4DOOR SCHROULrE
0
V- r
<
~
C14
a� 04
N
Q
r
r
U-
0
0
r
U4
N /n►
Zl-
Y
U I _ FIELD VERIFY ALL DIMENSIONS
N
HANG
X
r o
1L
I AW!< II — I — OI
DATE a/e/q
DKN BY, RCK
CK BYl m
SCALVI '3/16" n
IS NOT VALID UNLESS SIGNED WA. NOS JIF002
t3 �
z
3 SH��7
� rn
"t of
-►
NuM slzE >z MAT R L PAM M S TY
A - - W OP METAL ;MrK�A,
TEXISTING
(EXTERIOR)
-�
B
NEW BATHROOM
2
GCNERAL CROSS-SCCTION NOTCSs
I. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY
W/ ASTM AUG, YIELD STRENGTH a 36 KSI.
2. ALL LAG SCREWS MUST COMPLY W/ ASTM AV -1,
INTERIOR MNISH MATERIAL)
CEILING - 2'-0" x 1'-0" T -GRID CEILING
WALL - RAW GYPSUM WALL BOARD.
FLOOR - CARPET THROUGHOUT,
EXTERIOR FINISH MATCRIALl
ROOP - -30 GA. GALVANIZED METAL ROOF INSTALLED
PER MANUFACTURER'S SPECIFICATIONS.
WALL - T -III ALUMINUM SIDING (OVER BRACING MATERIAL)
PER MANUFACTURER'S SPECIFICATIONS,
LISTCD TRUSSES AT 21" O.C.
LISTED ROOF TRUSS DESIGN LOADS
LIVE LOAD 20 PSF TOP CHORD
DEAD LOAD G PSF TOP CHORD
DEAD LOAD G PSF BOTTOM CHORD
2•5 SGUAKE FEET NET FREE AREA OF ATTIC VENTILATION
TO BE PROVIDED BY GABLE AND/OR ROOF VENTS
RIM MEMBER 2xG SPP#3 MIN.
TRUSSES TO DE FASTENED TO TOP
PLATE WITH SIMPSON H-2 HURRICANE
CLIP FASTENED IN ACCORDANCE WITH
THE MANUFACTURER'S SPECIFICATIONS
6'-0" FIRE STOP
CRIPPLE STUDS 2x1 SPF02 AT IG" O.C. ---�
2x HEADER PER APPROVED
STRUCTURAL PACKAGE
SILL PLATE 20 SPf#2
CRIPPLE STUDS 2x1 SPP02 AT IG" 0. .
3/1" TOUNGE AND GROOVE PLYWOOD
STURD-I-PLOOR, EXP -I, 21' O.C.
BOTTOM PLATE 20 SPP#2
30 GAxI 1/2" STEEL STRAP PROM
WALL STUD TO FLOOR JOIST AT OPENING
STUDS AND IG" O.C. W/('I) IG GAxI"
21" x G" CONT. GALV. KIDGIa
PLATE FASTENED WITH 05
TEK SCREWS AT 10" O,C.
MAX. �0 1/2"0 THKU BOLT
EA. RAFETR Vol 2N 1869 STEEL BAR JOIST
I
DIAGONAL STEEL ANGLE BRACE
POR BAR JOIST AT 5'-0' O.C.
2 Sops '6/16" CONT. —STEEL CHANNEL BRACE OVER
0 0 BAR JOIST WEBS WITH 1/2" 0
3" x 3" x 1/6' STEEL PLATE - BOLT THKU CENTER AT 18" O.C.
WELDED TO BOTTOM CH09U I/2"0 THKU BOLT
OF BAR JOIST AT 4'-0' O.C.
(ALIGN WITH DIAGONAL BRACES)
SUSPENDED T -GRID CEILING
9-19 KRAFT BACK
FIBERGLASS INSULATION
-OrmarA 1 L.
SCALE, N.T.S.
T�' 'IC4L. CR06e ��CTIU�J
SCALE: N,T,S.
ENDWALL
STAGGER JOINTS —' SIDEWALL
18" O.C.
5/6" PLYWOOD SHEATHING TO Be FASTENED TO TRUSSES WITH
bd NAILS AT G" O.C. ON EDGES AND 12" O.C. IN FIELD.
_ ®®F ATHlNcg. –rAlL.
NOT TO SCALE
► OPTION- 1116' O.S.B. KATED SHEATHING. MINIMUM EXP -24/16
MAY BC USCD IN LICU Of 15/b' PLYWOOD, ALL OTHCR
SPEGPICATIONS SHALL REMAIN UNCHANGED,
5/b" COX PLYWOOD OVER
�— 2"x G" SPF #2 ROOF JOIST
0 IG" O.C.
NEW 2x1
SUSPENDED
T- GRID CEILING
EXTERIOK WALL STUDS
2x4 SPF#2 AT 16" O.C.
9 -II INSULATION
W/KRAFTBACK
KOUTE OFF EXCESS
FLOOR SHEATHING
G" STEEL Z FLOOK
JOIST 0 21" O.C.
K -II KRAPT BACK
FIBERGLASS INSULATION
— EXTERIOR WALL FINISH
EXTERIOK WALL STRUCTURAL BRACING-
SIDEWALLS-
BRACING INSTALLATION -
STRUCTURAL SHEATHING SHALL CONSIST OP A 1 -FOOL
MINIMUM WIDTH SHEET EXTENDING CONTINUOUSLY FROM
TOP TO BOTTOM PLATE W/ ALL SHEATHING rPGI'S
EXTENDING 3/1" MINIMUM OVER 2" NOMINAL LUMPEK
OF THE SAME SIZE AND GRADE AS EXTERIOR WALL
FRAMING. BRACING SHALL Be LOCATED AS CLOSE TO
EACH CORNER OF BUILDING AS POSSIBLE AND At
25'-0" O.C, MAXIMUM.
BRACING MATERV+L,
1/5" STRUCTURAL RED THERMO-PLY FASTENED W/ 16
GA.xl"xl 1/1" STAPLES 3" O.C. ON EDGES AND G"
O.C. IN THE FIELD, OR LISTED METAL WIND BRACES
INSTALLED PER MANUFACTUREK'S SPECIFICATIONS, 09
USE THE SAME STRUCTURAL BRACING MATERIAL AND
FASTENING METHOD AS SPECIPIED FOR ENDWALLS,
ENDWALLS-
BRACING INSTALLATION,
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS
FROM TOP OP TRUSS TOP CHORD TO 3/1" MINIMUM
BELOW TOP Of RIM JOIST W/ ALL SHEATHING EDGES
SUPP09TED BY 2" NOMINAL LUMBER OF THE SAME
SIZE AND GRADE AS eXTERIOR WALL PKAMING.
BRACING MATEKIAL-
3/0' APA RATED SHEATHING, EXP. -I, EXP. -2, EXT.
OR 3/b" APA RATED SIDING EXT, FASTENED W/ bd
COMMON 09 GALV. BOX NAILS G' O.C. EDGES AND 12"
O.C. IN THE FIELD, OR I/b" STRUCTURAL KED THEKMO-
PLY FASTENED W/ IG GAAI"xl 1/1" STAPLES 3"
O.C. EDGES AND G" O.C. IN THE FIELD.
b" STEEL "C' CHANNEL
PEKIMETER FRAME
i-- FINISHED GRADE
DY DATG
r7
O
DOUBLE TOPPLATE 2x1
IL
SPF#2
r
EXISTING
LIGHT FIXTURE
TYPICAL WINDOW SEE
8/b/OI
FLOOR PLAN FOR SPECS.
-OrmarA 1 L.
SCALE, N.T.S.
T�' 'IC4L. CR06e ��CTIU�J
SCALE: N,T,S.
ENDWALL
STAGGER JOINTS —' SIDEWALL
18" O.C.
5/6" PLYWOOD SHEATHING TO Be FASTENED TO TRUSSES WITH
bd NAILS AT G" O.C. ON EDGES AND 12" O.C. IN FIELD.
_ ®®F ATHlNcg. –rAlL.
NOT TO SCALE
► OPTION- 1116' O.S.B. KATED SHEATHING. MINIMUM EXP -24/16
MAY BC USCD IN LICU Of 15/b' PLYWOOD, ALL OTHCR
SPEGPICATIONS SHALL REMAIN UNCHANGED,
5/b" COX PLYWOOD OVER
�— 2"x G" SPF #2 ROOF JOIST
0 IG" O.C.
NEW 2x1
SUSPENDED
T- GRID CEILING
EXTERIOK WALL STUDS
2x4 SPF#2 AT 16" O.C.
9 -II INSULATION
W/KRAFTBACK
KOUTE OFF EXCESS
FLOOR SHEATHING
G" STEEL Z FLOOK
JOIST 0 21" O.C.
K -II KRAPT BACK
FIBERGLASS INSULATION
— EXTERIOR WALL FINISH
EXTERIOK WALL STRUCTURAL BRACING-
SIDEWALLS-
BRACING INSTALLATION -
STRUCTURAL SHEATHING SHALL CONSIST OP A 1 -FOOL
MINIMUM WIDTH SHEET EXTENDING CONTINUOUSLY FROM
TOP TO BOTTOM PLATE W/ ALL SHEATHING rPGI'S
EXTENDING 3/1" MINIMUM OVER 2" NOMINAL LUMPEK
OF THE SAME SIZE AND GRADE AS EXTERIOR WALL
FRAMING. BRACING SHALL Be LOCATED AS CLOSE TO
EACH CORNER OF BUILDING AS POSSIBLE AND At
25'-0" O.C, MAXIMUM.
BRACING MATERV+L,
1/5" STRUCTURAL RED THERMO-PLY FASTENED W/ 16
GA.xl"xl 1/1" STAPLES 3" O.C. ON EDGES AND G"
O.C. IN THE FIELD, OR LISTED METAL WIND BRACES
INSTALLED PER MANUFACTUREK'S SPECIFICATIONS, 09
USE THE SAME STRUCTURAL BRACING MATERIAL AND
FASTENING METHOD AS SPECIPIED FOR ENDWALLS,
ENDWALLS-
BRACING INSTALLATION,
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS
FROM TOP OP TRUSS TOP CHORD TO 3/1" MINIMUM
BELOW TOP Of RIM JOIST W/ ALL SHEATHING EDGES
SUPP09TED BY 2" NOMINAL LUMBER OF THE SAME
SIZE AND GRADE AS eXTERIOR WALL PKAMING.
BRACING MATEKIAL-
3/0' APA RATED SHEATHING, EXP. -I, EXP. -2, EXT.
OR 3/b" APA RATED SIDING EXT, FASTENED W/ bd
COMMON 09 GALV. BOX NAILS G' O.C. EDGES AND 12"
O.C. IN THE FIELD, OR I/b" STRUCTURAL KED THEKMO-
PLY FASTENED W/ IG GAAI"xl 1/1" STAPLES 3"
O.C. EDGES AND G" O.C. IN THE FIELD.
b" STEEL "C' CHANNEL
PEKIMETER FRAME
i-- FINISHED GRADE
RCV.
DY DATG
O
IL
w
r
DATE
8/b/OI
DRN BYl
SCK
CK BY,
rSC
SLE'
AS NOTED
WA. NO,
11-002
IL
1d,
RCV.
DY DATG
DATE
8/b/OI
DRN BYl
SCK
CK BY,
rSC
SLE'
AS NOTED
WA. NO,
11-002
O
W r
p tic. w X
all
VID
AL a..
��
x
RCY. D7 DA1r
I AW II —I--OI
vA�re � e/8/q
L
RCRM
SAW ■ 1'-0'
It
F06 0x -1
rn
Cil
O
r
LL
L
_j0
i
SCALE 1 3/I(o" = I'-0"
EXISTIW.2 GEILINI GRID WITH SUPPLY
Alla DMISERB AF9 EXISTIWj. BATHROOM
Alli DIFFUSERS U RE MODIFIED.
SYMBOLS
DUFFLE AIR
DIFFUSER
RETURN AIR
DIFFUSER
Q THERMOSTAT
BY OATC
I AWIa II --I — OI
COVE
O
tY.
O
OAT�
a/e/q
PRN BY,
rn
Cil
O
r
LL
L
_j0
i
SCALE 1 3/I(o" = I'-0"
EXISTIW.2 GEILINI GRID WITH SUPPLY
Alla DMISERB AF9 EXISTIWj. BATHROOM
Alli DIFFUSERS U RE MODIFIED.
SYMBOLS
DUFFLE AIR
DIFFUSER
RETURN AIR
DIFFUSER
Q THERMOSTAT
KEV,
BY OATC
I AWIa II --I — OI
O
tY.
OAT�
a/e/q
PRN BY,
RCR
CK BY,
PSG
SCALe-
J
WA. N0
'111-002
o�1L
w
>
1L
E1�G.
�
r
KEV,
BY OATC
I AWIa II --I — OI
OAT�
a/e/q
PRN BY,
RCR
CK BY,
PSG
SCALe-
SXO- I'-0'
WA. N0
'111-002
SHEET
�1
SANFORD BUILDING DEPT.
THESE PL6NIS 4RE REVIEWED AND CONDITIONALLY
ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE
CONSTRUED TO BE: A LICENSE TO PROCEED WITH
'THE AND NOT AS AUTHORITY TO 'VIOLATE,CANCEL. Ai_TER. OR SET ASIDE ANY OF THE
PROVSStCNS C=. N. TECHNICAL CODF":, NOR SHALL
ISSUANCE OF PERhtI'f PREVENT ', -E BUILDING
DEPT FROI,, P,EQUIRIM1IG A CORREC-
TION O ERI;; ;R i ,I THE PLANS. CONSTRUCTION
OR OTHER V1GLti ;ONS OF THE CODES.
AC ESSIBILITY (;I DES
MUST MEET EL_ IDA
I
ENERGY C ' ES
Cita of Sanford
Model Codes in effect:
Standard Building Cade '1997 ed.
Standard ^•.urnbing Ccd-0 1997 ed.
Standard Mechanicai Cade 1997 ed.
Nationai Electrical Cade 1926 ed.
See City Code Ai IENL,k'iENTS
FL. Accessibility Codes 1997
FL. Energy Code 'i '997