HomeMy WebLinkAbout38437 Spring Lead Rdt
FRONT ELEVATION
SCALE: 3/11 1'-D'
REAR ELEVATION
SCALE: 3/16"=1'-O"
RIGHT SIDE ELEVATION
SCALE: 3/16"-1'-0"
LEFT SIDE ELEVATION
SCALE: 3/16"-1'-0'
24'(D) COUNTER
AT 30" A.F.F.
TYP. of (2) 10"x10" SUPPLY 46x27 HS BRNZ/TINTED
28'-0" 22'-10" 18'-4" AIR GRILLES, TYP. WINDOW w/MINI—BLINDS;
p�1'_6^
r � TYP. of (5)
100 AMP
120 240v 10
4s27Hs 4627H5 1.0 TON WALL HUNG HVAC UNIT
o
INSTALLED PER MFG'R SPECS
w/5 kW HEAT STRIP; 380 CFM
AT .5 IWC, ESP w/FRESH AIR
INTAKE - 240v, 35 AMP, 10
1,3 >
14"x28" THRU WALL
RETURN AIR GRILLE
46Z7H5 3680 � 36 0 4627H5
5 I LETTER SIZE FILE
I I� CABINET UNDER
12'(D) WIRE MOLD \ 111 8���-0_' LLL...___1..'L._ —6" COUNTER; TYP. of (2)
SHELVING AT 68" A.F.F
TYP. of (2) 36.80 H.D. ALUM EXT, DOOR
w/10"x10" SAFETY GLASS
VIEW PANEL, ALUM FRAME;
FLOOR/ELEC/HV4C PLAN -' L ' " I TYP. of (2)
SCALE: 3/1€"=1'-0"
600
l TTERINT�OR
IFI
30x60 DOPRE-HUNG
P
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N
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L_iiiiiiiiiiij
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2480 PRE -HUNG
�INT. DOOR
2 -9 �480„
8"x16"
® 6 DUCT
1
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- -
5
1 1/2'VTR 1 1/2-VTR
JIL JiL 1 1/2-VTR
I I
� I
I I
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11 1/2-V I11/2-V
I I
I I
I
I LAY
I I
1 1 /2'
� I
FLOOR I FLOOR
3'
3' 1 1/2'
TO MAIN TO MAIN
D.W.V. RISER. (OPTIONAL)
SCALE: N.T.S
1 1/2"VTR
OPTIONAL RESTROOM
SCALE: 3/16"=1'-O"
LAY
3/4'
3/4" 7
INLET
SUPPLY RISER (OPTIONAL)
SCALE: N,T.S.
COLD
ALL SUPPLY LINES SHALL BE 3/4' AND ALL
STUB —UPS SHALL BE 1/2" UNLESS OTHERHISE
SPECIFIED, SUPPLY LINE SIZING IS BASED ON
AN ASSUMED AVAILABLE PRESSURE OF 46 TO
60 PSI AT MAIN INLET AND SHOULD BE VERIFIED
PRIOR TO CONSTRUCTION.
NON -CODE
CONSTRUCTION
IN
SCALE:
3/16'-1'-0'
r.
its x 20
F/El
FULL LENGTH FILLET WELDS ONE SIDE
OF ALL FLANGES AND WEBS AT 12 GA. OUTRIGGERS
ALL OUTRIGGERS AND CROSSMEMBERS
3"
10 1/4"
CROSSMEMBER SECTION 12 GA. CROSSMEMBERS
SCALE: N.T.S. (TO BE LOCATED OPPOSITE OUTRIGGERS AS SHOWN)
1.50 SQUARE FEET NET FREE AREA OF ATTIC VENTILATION
TO BE PROVIDED BY GABLE AND/OR ROOF VENTS
NOTE; 50% OF ATTIC VENTILATION TO COME
FROM ROOF ENDWALL VENT AND 50% OF ATTIC
VENTILATION TO COME FROM ROOF/RIOGE VENTS 12
�M 4 IN
RIM MEMBER 2x3
SPF #3 MINIMUM
CEILING INTERIOR FINISH
SINGLE TOP PLATE 2x4 SPF #3 WHEN
TRUSSES ARE 16" O.C. (TRUSSES MUST)
CRIPPLE STUDS 2x4
BE LOCATED DIRECTLY OVER WALL STUDS)
SPF #2 0 16" O.C,
DOUBLE TOP PLATE 2x4 SPF #3 WHEN
TRUSSES ARE ® 24' O,C,
TYPICAL WINDOW SEE FLOOR
2x4 HEADER
PLAN FOR SPECIFICATIONS
SILL PLATE 2x4 SPF#2
MODULE
CRIPPLE STUDS 2x4
R-11 WALL INSULATION
37 3 4' w/KRAFTBACK �
SPF #2 0 I6" O.C.
5/8" PLYWOOD, STURD-I-FLOOR, T&G
75 1/2'
EXP.-1, 24" O,C. FASTENED WITH 100%
PVA GLUE COVERAGE AND APPROVED
MECHANICAL FASTENERS
T & G JOINT
4B" TYP. (TYP.)
BOTTOM PLATE 2x4 SPF#3
I
30 GA. x 1 1/2" STEEL STRAP FROM
WALL STUD TO FLOOR JOIST AT OPENING
STUDS AND AT 16" O.C. WITH (7)
16 GA. x 1" STAPLES PER STRAP E D.
(TYPICAL SIDEWALLS & ENDWALLS)
(1) 3/8` x 3 1/2' LAG SCREW
THROUGH FLANGE INTO FLOOR JOIST
I -BEAM - M1Dx9 ,
AT EACH OUTRIGGER AND AT
I -BEAM (TYPICAL)
OUTRIGGER AND CROSSMEMBER
SPACING 48" O.C. MAXIMUM
CROSS SECTION
SCALE: N.T.S.
--y F+�-- 1 1/2"
J-1— 7"
Fes— 1 1/2'
OUTRIGGER SECTION
SCALE: N.T.S.
ROOF COVERING OVER 3/8" RATED O.S.B.
SHEATHING MIN. EXP-1, 20/0. SEE ROOF
SHEATHING DETAIL THIS SHEET
PRE-ENGINEERED TRUSSES AT 16" O.C.
ROOF TRU53 DESIGN LOADS:
LIVE LOAD 20 PSF TOP CHORD
DEAD LOAD 4 PSF TOP CHORD
DEAD LOAD 6 PSF1307TOM CHORD
R-19 ROOF INSULATION w/KRAFTBACK
30 GA. x 1 1/2" STEEL STRAP FRCM TRUSS
TO WALL STUD O 15" O.C. w/(7) 16 GA, x 1"
STAPLES PER STRAP END. (TYP. SIDEWALLS)
EXTERIOR WALL STUDS 2x4 SPF#2 AT 16" O.C.
EXTERIOR WALL FINISH
EXTERIOR WALL STRUCTURAL BRACING
SIDEWALLS:
BRACING INSTALLATION:
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP OF
ROOF RIM MEMBER TO BOTTOM OF FLOOR JOIST RIM MEMBER WITH
ALL SHEATHING EDGES EXTENDING 3/4' MINIMUM OVER 2" NOMINAL
LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING.
BRACING SHALL BE AT ALL CORNERS AND Q 20'-0" O.C. MAX.
BRACING MATERIAL:
SIMPLEX THERMO-PLY (STORMBRACE) FASTENED w/16 GA.x1"xl/4'
STAPLES ® 3" O.C, (EDGES) AND O 6' O,C, (FIELD), OR USE THE
SAME STRUCTURAL BRACING MATERIAL AND FASTENING METHOD
AS SPECIFIED FOR ENDWALLS.
ENDWALLS:
BRACING INSTALLATION:
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP OF
ROOF TRUSS TOP PLATE TO BOTTOM OF FLOOR PERIMETER RIM JOIST
WTH ALL SHEATHING EDGES SUPPORTED BY 2" NOMINAL LUMBER OF
THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING.
BRACING MATERIAL:
SIMPLEX THERMO-PLY (STORMBRACE) FASTENED w/16 GA.x1"x1/4"
STAPLES ® 3" O.C. (EDGES) AND m 6' O.C. (FIELD), OR USE THE
SAME STRUCTURAL BRACING MATERIAL AND FASTENING METHOD
AS SPECIFIED FOR ENDWALLS.
RIM JOIST 2x6 SPF#2
R-11 FLOOR INSULATION w/KRAFTBACK
.040" ASPHALT BOTTOM BOARD (TYP.)
FLOOR JOIST 2x6 SPF#2 AT 16" O,C,
INTERIOR FINISH MATERIAL: EXTERIOR FINISH MATERIAL: GENERAL CROSS-SECTION NOTES:
CEILING: 1/2 INCH GYPSUM BOARD INSTALLED PER MANUFACTURER'S UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY W/ ASTM A36.
SPECIFICATIONS. (PRE -FINISHED) ROOF: 30 GA. GALVANIZED METAL ROOF COVERING INSTALLED PER 1. YIELD STRENGTH = 38 SPECIFIED,
NOTE: WHEN SUPPORTS ARE 24" O.C. AND WET SPRAY -ON FINISH MANUFACTURERS SPECIFICATIONS. KSL
IS USED, GYPSUM BOARD SHALL BE 5/8 INCH THICK OR 2. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME B78.2.1. Fyb = 60 K.S.I. MIN.
GOLD BOND 1/2 INCH HIGH STRENGTH CEILING BOARD OR
EQUAL SHALL BE USED. WALL.• .019 INCH ALUMINUM SIDING OVER APPROVED MOISTURE
BARRIER AND/OR BRACING MATERIAL.
WALL: 3/8" VINYL COVERED GYPSUM - R/RM ONLY;
5/16" WOOD PANELING - REMAINDER
INSTALLED PER MANUFACTURERS SPECIFICATIONS.
FLOOR: BLOCK TILE - THRU OUT
3
0
w
SIDEWALL
STAGGER JOINTS 48" O.C.
3/8" RATED PLYWOOD SHEATHING TO BE FASTENED
TO TRUSSES w 8d NAILS 0 6" O.C. (EDGES)
AND 12" O.C.((FIELD)
ROOF SHEATHING DETAIL
SCALE: N.T.S
NON -CODE
CONSTRUCTION
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DRANING NO. #. I
d8-20D7-0037
wx28'
CODES:
2 e1 3
JOB NO f
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4
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STAIRS SIDE ELEVATION
SCALE: 1 "' = V-0"
11- (TYP) 5_0.
STAIR TIE -DOWN & ANCHOR PLAN
SCALE: 1/2• = 1'4
SYMBOLS
TF.T. FRAME TIE -DOWN FASTENED
TO GROUND ANCHOR
2'x 2'x1 8'
STRINGS TUBE
LEG TUBE.
1 5/8' SQ
FBC 7TH EDITION (2020)
COMPLIANCE STATEMENT:
1. BASIC WIND SPEED- 140 MPH
2. RISK CATEGORY: II
3. WIND EXPOSURE: C
BUILDING CODE CRITERIA
FLORIDA BUILDING CODE 7TH EDITION (2020)
FLORIDA FIRE PROTECTION CODE 7TH EDITION (2020)
2018 EPCOT BUILDING CODE
2018 EPCOT ACCESSIBILITY CODE
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY JULIO
ORBEGOSO, P.E. ON THE DATE AND/OR TIME STAMP SHOWN USING A
DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE
VERIFIED ON ANY ELECTRONIC COPIES.
CONSULTING ENGINEER:
JULIO ORBEGOSO
FLORIDA PE # 38769
MODULAR PLANS DESIGN, CO.
MP
c0M an1074S
_
FLORIDA AVE SUITE 201 PH 863-6843-1054
LAKELAND, FLORIDA FAX 863-688-7118
33803-5001 MODULARPLANS@TAMPABAY.RR.COM
FLORIDA BUILDING CODE 7TH ED. (2020I
COMPLIANCE STATEMENT:
1. BASIC WIND SPEED— SEE STRAPPING SCHED.
2. RISK CATEGORY : II
3. WIND EXPOSURE: C
4. INTERNAL PRESSURE COEFF.: ; 0.18
PIER
& STRAPPING SCHEDULE
20'
BOX
5 PIERS
PER SIDE
20'
BOX
130
MPH
3
STRAPS
PER
SIDE
20'
BOX
140
MPH
4
STRAPS
PER
SIDE
20'
BOX
150
MPH
4
STRAPS
PER
SIDE
20'
BOX
160
MPH
5
STRAPS
PER
SIDE
20'
BOX
170
MPH
6
STRAPS
PER
SIDE
20'
BOX
180
MPH
6
STRAPS
PER
SIDE
�HVHZ�
HVHZ
28'
BOX
6 PIERS
PER SIDE
28'
BOX
130
MPH
4
STRAPS
PER
SIDE
28'
BOX
140
MPH
4
STRAPS
PER
SIDE
28'
BOX
150
MPH
5
STRAPS
PER
SIDE
28'
BOX
160
MPH
5
STRAPS
PER
SIDE
28'
BOX
170
MPH
6
STRAPS
PER
SIDE
28'
BOX
180
MPH
7
STRAPS
PER
SIDE
�HVHZ�
HVHZ
32'
BOX
6 PIERS
PER
SIDE
32'
BOX
130
MPH
4
STRAPS
PER
SIDE
32'
BOX
140
MPH
4
STRAPS
PER
SIDE
32'
BOX
150
MPH
5
STRAPS
PER
SIDE
32'
BOX
160
MPH
6
STRAPS
PER
SIDE
32'
BOX
170
MPH
7
STRAPS
PER
SIDE
BOX
180
MPH
7
STRAPS
PER
SIDE
�HVHZ�32'
HVHZ
P.T. 2x8 SHIMS
.4
OPTIONAL CAP BLOCK
20%20"x7/8" ABS PAD 8%8"x16" BLOCK
NOTE: MAXIMUM OF (2) LAYERS
OF WOOD MAY BE USED.
A PIER "A"
A4 SCALE: 3/4" = 1'-0"
O
U-
Q
C)
0
U
w
00
U Z
-< F
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0 N
Z
O
TYP. ANCHOR TYPE-
SCALE: -NTS-
0
SFF PIFR & STRAPPING SCHEDULE
7-F. T. F. T.
rmmn
— — — — — — — — — —
_u Lu u
IF r 91 'F 9 9
F. T.J F. T.
6'-6" O.C. MAX.
SEE PIER & STRAP
HEDUL
NOTE: LESSEE/END USER IS RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND OBSTRUCTIONS.
NOTE: LESSEE/END USER IS RESPONSIBLE FOR CONDUCTING
A "PULL TEST" IF REQUIRED FOR PERMITTING.
NOTE: LESSEE/END USER IS RESPONSIBLE FOR INSURING THAT
SITE/SOIL CONDITIONS MEET OR EXCEED THE REQUIREMENTS SHOWN.
FOUNDATION PLAN
SCALE: 3/8" = V-0"
co
20"x20"x7/8" ABS PAD
(MINUTE MAN PRODUCT OR
AN APPROVED EQUAL)
7
F. T. F. T.
I
7�7 L
F. T. F. T.
SYMBOLS
TF.T. FRAME TIE -DOWN FASTENED
TO GROUND ANCHOR
P.T. 2x8 SHIMS
2 - 4"x8"x16" CAP BLOCK
(3) 16"X18" ABS PADS 2 - 8"x8"x16" BLOCK
- - NOTE: MAXIMUM OF (2) LAYERS
2'-8" OF WOOD MAY BE USED.
NOTE: EACH ADDITIONAL COURSE OF BLOCK
MUST BE SET PERPINDICULAR TO THE PREVIOUS
COURSE.
PIERS 32" - 40"
F
B SECTION TIE DOWN, SIDEWALL (TYP.)
A4 SCALE: 3/4" = P-O"
SCALE: 3/4" = F-0"
=R BEYOND
1 (TYP)
I. 3'-0" I.
(3) 16"A 8"x3/4" ABS PADS STACKED
((MINUTE MAN PRODUCT OR AN APPROVED
EQUAL)
FOUNDATION NOTES:
MATERIAL SPECIFICATIONS:
SOIL & SIT" PREPARATION:
1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF
2000 PSF. ANY SOIL CONDITIONS THAT MAY DIFFER FROM THIS MUST BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT,
2. FOUNDATIONS SHALL BE BUILT ON UNDISTURBED SOIL OR PROPERLY COMPACT
FILL MATERIAL. COMPACTED SOILS SHALL BE TESTED TO A MINIMUM OF 95%
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
3. EXCAVATIONS FOR FOUNDATIONS SHALL BE BACKFILLED WITH SOIL WHICH IS
FREE OF ORGANIC MATERIAL, CONSTRUCTION DEBRIS, AND LARGE ROCKS. O
4. LESSEE/END USER IS RESPONSIBLE FOR INSURING THAT SITE/SOIL CONDITIONS V
MEET OR EXCEED THE REQUIREMENTS SHOWN.
Z
BASE PAD: 0
1. PIER FOOTING TYPE "A" SHALL BE 20"X20" ABS PAD. PIER TYPE "B" SHALL USE (3) cn
16"X18" PADS STACKED. W
2. CONCRETE IN FOOTINGS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF NO Q
LESS THAN 2500 PSI AT 28 DAYS.
MASONRY UNIT:
1. PIERS SHALL BE CONSTRUCTED WITH NOMINAL 8"18"116" CONCRETE MASONRY Z
UNITS CONFORMING TO ASTM C-90. Q
WOOD & SHIM MATERIAL: a
1. ALL WOOD BLOCKING AND SHIMS SHALL BE CEDAR OR PRESSURE TREATED.
GROUND ANCHORS: Q
1. GROUND ANCHORS SHALL HAVE 4725# MIN. ULTIMATE CAPACITY & SHALL BE
INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.
0
TIE -DOWN STRAPS: O
1. THE TIE -DOWN STRAPS SHALL BE 1-4" X 0.35" GALVANIZED STEEL QQS-781-H TYPE 1
FINISH-B, GRADE-1. TIE -DOWN STRAPS AND CONNECTING HARDWARE SHALL HAVE
4725# MIN. ULTIMATE CAPACITY.
INSTALTLATION SPECIFICATIONS:
SOIL & SITF PREPARATION:
1. WHERE WATER I_MPACTS THE GROUND FROM A ROOF VALLEY, DOWN SPOUT,
SCUPPER, OR OTHER RAlKIA'ATER COLLECTION OR DIVERSION DEVICE, PROVISIONS
SHALL BE MADE TO PREVENT SOIL EROSION AND DIRECT THE WATER AWAY FROM
THE FOUNDATION.
2. FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR DRAINAGE.
THE AREA UNDER FOOTINGS, FOUNDATIONS, AND CONCRETE SLABS ON GRADE
SHALL HAVE NO VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIAL
REMOVED PRIOR TO THEIR CONSTRUCTION. FILL MATERIAL SHALL BE FREE OF
VEGETATION AND FOREIGN MATERIAL.
MASONRY UNIT:
1. LONG DIMENSION OF ALL PIERS MAY BE INSTALLED PERPENDICULAR OR
PARALLEL TO THE FRAME. MAXIMUM OF (4) COURSES, (32" HIGH) UNLESS
OTHERWISE NOTED.
2. FOUNDATION WALLS OF HOLLOW MASONRY CONSTRUCTION SHALL BE
CAPPED WITH 4" OF SOLID MASONRY OR CONCRETE, OR SOLID 2x P.T. LUMBER.
3. CONCRETE MASONRY UNITS SHALL CONFORM TO THE ASTM C 90 STANDARDS.
4. CONSTRUCTION OF DRY -STACKED, SURFACE BONDED MASONRY WALLS WHEN
SPECIFIED, INCLUDING STACKING AND LEVELING OF ALL UNITS, MIXING AND THE
APPLICATION OF MORTAR, CURING AND PROTECTION SHALL COMPLY WITH ASTM
C 946.
TIE -DOWN STRAPS:
1. THE FIRST TIE -DOWN STRAP FROM THE ENDWALL SHALL NOT EXCEED 2'-611
.
2. REFER TO STRAPPING SCHEDULE FOR MINIMUM NUMBER OF GROUND ANCHORS.
W
C'
:7 � t �; ��, � r CONSULTING ENGINEER
JULIO ORBEGOSO
202 DORIS DR.
LAKELAND, FL 33813
-- - PE LICENSE #38769
REVISION DATE: DATE:
DRAWN:
JOB #:
7PIATE:
U 10OY13�G so SHEET NO.
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01-27-2021
R.C.S