HomeMy WebLinkAboutBlackburn Landfill Building 5-11-99w
WORK SHEET FOR NORTH CAROLINA
EXTERIOR ENVELOPE
DATE:
05-May-99
MODEL: F02364774
ACTUAL LENGTH
COUNTY
ZONE
GO, NOGG
OVERALL WIDTH
BUNCOMBE
6
OK
SIZE: 11.67 x
32
ANNUAL HEATING DEGREE DAYS:
4042
OCCUPANCY HVAC CFM7HEAT
CEILING HEIGHT: 8.0
FT.
53.00
H.
4
390WINDOW
SIZE:(A) 24:D0
IN. W. X
N0
NO
# OF LIGHTS
TONAGE
NO. OF WINDOWS:(A) 2
INSULATED GLASS:
6
I
WINDOW SIZE:(B).
IN. W. X
IN. H.
CHECK
OR
N0. OF WINDOWS:(B)
INSULATED GLASS:
WINDOW slzE:(c)
IN. W. x
NO. OF WINDOWS.(C)
INSULATED GLASS:
8p.00
IN. H.
Steel Door
DOOR SIZE: (A) 36.00
IN. W. x
IN. H.
Commercial Door
DOOR SIZE: (B)
IN. W. x
NO. OF DOORS: (A) 3
NO. OF DOORS: (B)
Zone 3
Zone 4
Zen _5
Z O N E 6
Zone 7
CODE REQUIREMENTS Zone 1
Zone 2
0.081
0.®7i
D p73
0.048
FLOOR (Uo FLOOR 0.105
0.112 0.085
0.184
0-1
0. 169
0.12675
WALL (Uo WALL) 0.234
0.248 0.189
0.066
0.068
0.066
0.07
0.055
ROOF (Ors ROOF) 0.077
Q.075
69
69
69
fig
IN DESIGN TEMP: 69
69 69
14
18
10
1
OUT DESIGN TEMP- 25
22 lb
.
R VALUE CALCULATIONS
R @ CAVITY
Y
R @ JOIST
FLOOR
0.920
0.920
INSIDE AIRFILM
0.050
0.050
1/8" V.C. TILE
4.781
5/8° PLYWOOD DECKING
0.781
0.000
FIBERGLASS INSULATION
11.000
9:063
7 1/4" WOOD JOIST
0.170
OUTSIDE AIR FILM
0.170
0.-05p
..040.BOTTOM BOARD
0.050
M
_ -------
R TOTALS - FLOOR - 12..971
11.034.
U=I/R:= 0.077
U=1/R=
0.091
ADJUSTED U-VALUE =
0.078
R..@ CAVITY R @STUD
WALL 0.170
p.150 0.150
OUTSIDE AIRFILM 0.150
5/16" HARDI PANEL
FIBERGLASS INSULATION 11..000 . 4
375
3 1/2" WOOD STUD _ 0.450
WALL COVERING (1/2" GYPSUM) 0.450
INSIDE AIRFILM
0.680 0.680
---- --
R TOTALS - WALL 12.450----- 5.825
U=I/R = 0.080 U=1/R= 0.172
ADJUSTED U_VALUE = 0.094
c
ROOF/CEILING R @ CAVITY Y R @ RAFTER
0.170 0.170
OUTSIDE AIRFILM 0.450
1/2" GYPSUM BOARD 0.450
3.125
2x truss btm cord 2 1/2" SOFTWOOD --
FIBERGLASS INSULATION
19.U0C
INSIDE AIRFILM
0.610 0.610
--- ~----- T
R TOTALS -CEILING = 20.230 4.355
U=1/R = 0.049 U=1/R 0..230
ADJUSTED U-VALUE = 0.067
} AREA SUMMARY:
--'----------
.. TOTAL... FLOOR CAVITY AREA'
T,ryL`3r F'I;OOa FF.P�I.xly AREA:
TOTAL WALL CAVITY AREA
TOTAL WALL FRAMING AREA:.
TOTAL WALL GLASS .AREA:
.
TOTAL DOOR (A) AREA,
TOTAL DOOR (B)AREA:
TOTAL .GLASS .AREA'
336.096 SQ, FT
37.344. SQ. FT..
516.2.45 SO. FT.
104,808 SQ. FT.
17.667 SQ. FT.
60.000 :SQ. FT-
0.000 :SQ. FT.
17.667 SQ. FT.
APPROVED BY
IN[Ii,N
Y
THE PERCENT OF GLASS IS:
TOTAL CEILING CAVITY .AREA
2.520
.526
%
y
TOTAL CEILING FRAMING AREA:
33Q. FT.
37.344 SQ. FT.
COMBINED GROSS FLOOR THERMAL TRANSMITTANCE VALUE
(UO) CALCULATIONS
FLOOR COMPONENT AREA. *
_
U-:VALUE =
A*U
FLOOR CAVITY 336.096
---
0.077
25.911
FLOOR FRAMING 37.344
--------
0.091
3.385
TOTAL = 373.440
------- A---
TOTAL ='29.295
A*u
Uo FLOOR = ___-- 0078 BTu/h or
[
A
COMBINED GROSS WALL THERMAL TRANSMITTANCE VALUE
WALL (.00) CALCULATIONS AREA *
--------------
U-VALUE -
* ,
A U
GLA55 17.667
1.130
19.963
DOOR (A)(1.5" METAL U=.54) 60.000
0.540
DOOR (H) GLASS
32.400
0.000
WALL CAVITY
1-.130
-0,000
516.245
WALL FRAMING
0080
41.465
104.808
--------
0.172
17,993
TOTALS: 698.720
--------
111.822" .
A*U
Uo WALL 0.160 BTU/h ^OF
A.'
COMBINED ROOF/CEILING THERMAL TRANSMITTANCE VALUE
(Uo) CALCULATIONS
ROOF/CEILING COMPONENT AREA * U-VALUE A*U
--------
ROOF/CEILING CAVITY 336.096. 0.049
6-614
ROOF/CEILING FRAMING 3718,575
.344 0.230 8,575
- 0 ----- --- -----------
TOTALS;
25,189
A*U
UO ROOF = ----- = 0.067 BTU/h ^oF
A
TOTAL ENVELOPE CONFORMANCE ZONE 1
GROSS TOTALS
AREA A*U
FLOOR 373.440 29.295
WALL 698.720 111..1822
ROOF 373.440 25.189
ACTUAL TOTAL 166.306
A*Uo Zane 1 Zone 2 Zane 3 Zone 4
Zone 5
FLOOR.. 39.211 41.825 31.742 30.249
28.755
Z O 6-.
Zone 7
WALL 163.500 173,283 132.058 128.564
122.276
27.261
17.925
ROOF 28.755 28.008 24.647 25.394
118,084
88.039
24.647
26.141
20.539
231.467 243.11584 188:44752 184.20704
175.47792
17P.4856
OK OK DK OR.
_..
126.503
i
OK
OK.
DOSN'T MEET
CODE
IF THE GRAND TOTAL (1) OF THE WALL, ROOF/CEILING AND
FLOOR_..
._ ... _.....
A/R- VALt-ES IS -EQUAL TO OR LESS THAN THE TOTAL: (2)
OF THE
..
A x UO CODE LIMITS FOR THE WALL, ROOF/CEILING AND FLOOR, THE
TOTAL ENVELOPE MEETS THE CODE, EVEN THOUGH TEE WALL,
ROOF/
CEILING .OR.FLOOkt MAY NOT.
IF THE TOTAL ENVELOPE CALCULATION INDICATES THAT THE
DESIRED
CONSTRUCTION .DOES NOT MEET CODE REQUIREMENTS,: MARE
CHANGES
/� n
A P P ROVED
BY
IN[FliN
MAY12
�
* IN THE STRUCTURE TO ADD INSULATION, REDUCE GLASS AREAS OR
USE INSULATING GLASS AS REQUIRED TO MEET THE CODE REQUIREMENTS.
HEAT LOSS CALCULATIONS
AREA *
U VALUE * DESIGN HEAT LOSS
ITEM
TEMP BTUH
FLOOR
373.44
0.078
WALLS
621.05
0.094
WINDOWS
17.67
1.130
DOOR (A)
60.00
0.480
DOOR (B)
0.00
1.130
ROOF
373.44
0.067
VENTILATIONCFHr
5650.00
0.018
INFILTRATION
0.00
0.018
**NOTE: INFILTRATION
ADJUSTED FOR MECH VENTILATION
VENTILATIO.EXLone
1
Zone 2
Zone 3:
Zone 4.
Zone 5.
Z O.N.E 6
Zone 7
HEAT LOSS
HEAT LOSS
HEAT LOSS
HEAT LOSS
BEAT LOSS
HEAT LOSS
HEAT LOSS
ITEM
BTUH
BTUH
BTUH
BTUH
BTUH
BTUH
BTUH
FLOOR
1289.00
1376.88
1552.,65
1611.25
1494,06
1728.43
1992.08
WALLS
2569.34
2744.52
3094.88
3211.67
2978.10
3445.25
3970.79
WINDOWS
878.39
938.28
1058.06
1097.98
1018.13
1177.84
1357.51
DOOR (A)
1267.20
1353.60
1526.40
1584.00
1468.80
1699.20
1958.40
DOOR (B).
0.00"
0.00
0.00
0.00
0.00
0.00
0.00
ROOF
1108.3-0
1103.87
1335.00
1385.38
1284.62
1486.13
1712.B3
VENTILATION CFHr*
4633.20
4949.10,
5580.90
5791..50
5370.30
6212.70
7160.40
INFILTRATION
0.00
0.00
0.00"
0.00
0.00
0.00
0.00
TOTAL (BTHU)=
11745.423
12546.247
14147.896
14681.779
13614.0131
1 15749.54
118152.018
KW ELECTRIC HEAT
3.44
3.68
4.15
4.31
-3.99_j
4.62
1 5.32
* If the ventulation is switched then CFHr * 0.5
ARE WINDOWS EQUIPPED W/
VENETIAN BLINDS? NO LIGHT
OTTV CALCULATIONS
(Uw X Aw X TDeq} + (Af X SF X SC) + (Uf X Af X delta I)
OTTV=-------------------------------- ----- .---------------
-----
Ao
OTTV = 8.80 #N/A #N/A ALLOWABLE OTTV
HEAT GAIN CALCULATIONS
INSIDE DESIGN: TEMP: 78
OUTDOOR DESIGN TEMP: 91
DESIGN WET BULB TEMP: 66.
BEAT
HEAT
DIMENSION UOR - GAIN.. DELTA.
GAIN
STEM OR AREA MULT. FACTOR T
ETD
BTUH
DOORS (A) 60�.00 --- 11 ---
---
660
DOORS (B) 0.:GD --_. 77 ---
---.
0
WINDOWS 17.67 --- 77 ---
---
1,520
WALL- 621.05 0.168 --- ---
18.6
1,945
FLOOR 373.44 O.25 --- ---
10
465
ROOF 373.44 0.062 --- ---
39
902
OCCUPANT --- 4 300 ---
--
1,200
LIGHTING --- 480 4.25 ---
----
2,040
VENTILATION -- 0.018 5850 13
---
1,369
INFILT. 87.34 0.35 --- 13
---
397
MISC. --- --- --- ---
---
0
SENSIBLE HEAT GAIN:
10,499
BTUH
LATENT HEAT GAIN:
2,100
BTUH
` OUTSIDE AMBIENT CORRECTION:
105
BTUH
--- -
TOTAL HEAT GAIN:
14,609
BTUH
COOLING NEEDED:
1.22
TONS
APPROVED BY
00or ON 11iN -a
SAY 12 am
' I
. MECHANICAL NOTES: NCBC VOL. III 1996 ED. W! 9€i, 97,98
NOTES: NCBC VOL.1-1996 ED. W/96, 97,98 & 99 REVISIONS ELECTRICAL NOTES. NBC VOL. fVNEC-19991D. o ACCESSIBILITY NOTES: NCBC VOL. I-C 1991 ED. W/1997 REVISIONS
rGENERAL& .,9 REVISIONSL V, FIRE RESISTANCE-1996W/ 96,97,98,99 REVISIONS W/1999 REVISIONS VOLJ� ENERGY-1 996W/ 97,98 REVISIONS
7 ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE 1 _ THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE MPLAYF-D AT ALL
1 ACCESS TO BUILDING FOR PERSONS IN WHEELCHAIRS L5 DESIGNED BY AND FEW BUILT QQ 1. EXHAST FANS AND VENTING EQUIPMENT TO BE DUCTED TO EXTERIOR AND
TO LOCAL JURISDICTION. THE PRIMARY ENTRANCE MUST APPROPRIATE ARTIC,LE5 OF THE NATIONAL ELECTRICAL CODE (NEC}. QLN ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE B111LD11 ENTRANCES UNLESS ALL
BY OTHERS AND SUBJECT APPROVED VENT CAP. .
BE ACCESSIBLE.. 2. WHEN LIGHTFIXTURESFIXTURES ARE INSTALLED IN CLOSETS THEY SHALL BE SURFACE TERNNATE AT AN ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNS
_ FOR MECHANICAL VENTILATION, USE 75% OF RECIRCULATED AIR VIA INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE.
2. ALL DOORS SHALL BE"OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A MOUNTED OR RECESSED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY HVAC UNIT
ENCLOSED LAMPS. SURFACE MATED INCANDESCENT FDCTURES SHALL HAVE 2. ACCESSIBLE DRINKING FOUNTAINS SMALL HAVE A SPOUT HEIGHT NO HHCG-ER THAN 36 INCF-IES���,
KEY TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OFFRATED FLUSH BOLTS 3. DUCT EXI)OSED TO NON -CONDITIONED SPACES SHALL 1'3E INSULATED TO
ACE BOLTS SHALL NOT BY USED, A MINIMUM CLEARANCE OF 12 INCHES AND ALL (TIMER FpUTIlRIcS SHALL HAVE ABOVE THE FLOOR .AND EDGE � BASIN NO HIGHER THAN 34 INCHES ABOVE THE FLOOR HaLTR
OR SURFACE F PROVIDE A THERMAL RESISTANCE
ALL GLAZING WITHIN 24 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS MINIMUM CLEARANCE OF 6 INCHES FROM 'STORAGE AREA` AS DEFINED BY MADE
D E FOR
I WHEELCHAIRS. SALLY, DRINKING BE WATER PROVISIONS SHALL U3f
LAJ
3. �t. ALA. SUPPLY AIR REGISTERS SHALL BE 6 INCHES JC 10 INCHES ADJUSTABLE
MADE FOR IN�5 WI.10 HAVE LTI�FNCII_T1` IN BENDING
THAN 60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE NEC 410-8(a). NTH 8 INCHES X 18 INCHES INSIDE OVERHEAD FIBERGLASS
_ 3. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESS113LE DISCONNECTS (INSIDE)PACTS 3. WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS AND DRAWERS ARE 11.
SAFETY, TEMPERER OR ACRYLIC PLASTIC SHE AL]JACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WNTH A MARKED DUCT, UNLESS OTHERWISE SPECIFIED. TJUCTS IN UNCONDITIONED S PROVIDED AT LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE SPACE
4. FLOOR JDESIGN LIVE LOAD -50 PSF. SHALLHAVE R-5 MINIMUM INSULATION E)CEPT DUCTS EXPOSED TO
POSITION THAT IS A PART OF THE HVAC: E AND DISCONNECTS ALL COMPLYING WITH THE FOLLOWINGS DOORS ETC. TO SUCH SPACES SHALL BE ACCESSIBLE
09
5. MAXIMUM WIND SPEED 70 MPH FOR ELEVATIONS OF 270G} OR LESS VENTILATED ATTICS AND CRAWL SPACES SHALL HAVE R-6.5 INSULATION-
SEISMIC PERFORMANCE CATEGCI Y - C AV-- .10 UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING 1 Cie. TOUCH LATCHES, U-SHAPED PULLS); SO;% S SHALL 1E WI HIN 15 INCHES MINIMUM
ND
6. ALL DUCT MATERIAL SHALL BE CLASS
OCCUPANCY IS BUSINESS MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A 48 INCHES MAXIMUM OF THE FLOOR FOR FORWARD REACH OR 15 INCHES MINIMUM AN
7. R 5. INTERIOR DOORS SHALL BE UNDERCUT 1.5 INCHES ABOVE FINISHED FLOOR INCHES MA)"1K OF THE FLOOR FOR SIDE REACH; CLOTHES RODS SHALL BE A MAXIMUM OF
8 OCCUPANT LOAD IS BASED ON 1 PERSON PER 100 SQUARE FEET OF FLOOR AREA. READILY ACCESSIBLE CIRCUIT BREAKER- FOR AIR RETURN.UNLESS OTHER MEANS OF RETURN All ARE PROVIDED
FLOOR PLAIN SHALL BE 1.51NCH X 30 GA WITH 4. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING 54 INCHES EEDS 1THE FLOOR {48 INCHES MAX�RIIN WHEN DISTANCE FROM WHEELCHAIR
9. ALL STEEL STRAPS REFERENCED ON FL EXCEPT AT RESTROOM DOORS-
OF STRAP OR OF THE MAIN BREAKER MUST HE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE O ROD EXCEEDS 10 RS, R 5).
7 16 GA. X 7/16 INCH CROWN X 1 INCH STAPLES EACH END fi_ HVRC EQUIPMENT SHALL. BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKES
EQUIVALENT FROM RIDGE BEAM TO COLUMN AND COLUMN TO FLOOR WITH SECTION 110-9 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT_ Q 4. +CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE ECI�UIP R 54 SHALL BE NO
EQLIV PROVIDING 2O CFM FtNr EACH CUPANT.
10. THIS BUILDING HAS NOT BEEN DESIGNED FOR COASTAL HAZARD AREAS, OCEAN 5. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE HITCHER THAN 45 INCHES ABOVE THE FLOOR FOR FRONT APPROACH OR 54 INCHES ABOVE
HAZARD OR REGULATORY FLOOD PLAIN AREAS. INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL. THE FLOOR FOR SIDE APPROACH. RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS
11, CONSTRUCTION IS TYPE VI UNPROTECTED. 6. ALL QRCUJIfS CRU6SINCy OVER MODULE MATING LINE(S) SHALL BE SITE THAN 15 INCHES ABOVE THE FLOOR. EXCEPTION: HEIGHT LIMITATIONS TATIONVS DO NCTI APPLY WHERE
12. MINIMUM CORRIDOR WIDTH( IS 44 f 4CHES» CONNECTED WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS_ THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL RECEPTACLES
13. MINIMUM CORRIDOR FINISH IS CLASS B (GYPSUM)- 7. WHEN WATER HEATERS ARE INSTALLED THEY SHALL IE PROXVIIED WITH READILY ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS.
14. DELETED
ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED_ THE S. WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH AUDIBLE 2 e -
15. FIRE "PROTECTIVE SGFNALING SYSTEMS) PER NFPA-72, AND FIRE DETECTION SYSTEMS) EfRAN[J I CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TiD SERVE AS AND VISUAL ALARMS. THE VISUALALARMSSHALL BE LOCATED THROUGHOUT. INCLUDING
'�
SHALL BE DESIGNED AND SITE INSTALLED BY OTHERS SUBJECT TO LOCAL JURISDICTION THE DISCONNECTING MANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS RESTROOMS, AND PLACED 80 INCHES ABOVE THE FLOOR OR 6 INCHES BELOW CEILING,
APPROVAL. WFM IN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED IN THE WHICHEVER IS LOWER.
16 IF REQUIRED RESTRDOM FACILITIES WILL BE PROVIDED ON SITE IN AN ADJACENT OPEN POSITION. 6. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (i.e. LEVER -
OPERATED,
BUILDING WITHIN A TRAVEL DISTANCE OF 200 FEETSUBJECT TO LOCAL INSPECTION, 8. EXTERIOR LIGHTING NOT INTENDED FOR 24 HOUR USE SHALL BE AUTOMATICALLY PUSH -TYPE, BE ST STABLE
MOUNTED 30 INCHES TO 42 INCHES ABOVE THE FLOOR.
THIS SHALL BE NOTED ON THE BUILDING DATA PLATE_ SWITCHED BY EITHER A TIMER OR PHOTOCELL- 7. FLOOR SURFACES SHALL BE STABLE FIRM, AND SLIP -RESISTANT. CHANGES IN LEVEL
9. ANY SITE INATALLED ELECTRICAL EQUIPMENT DESIGNED} AND INSTALLED BY OTHERS BETWEEN 0.25 ITCH AND 0.5 INCH MALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2_
SUBJECT TO LOCAL JURISDICTIC)N APPROVAL. CHANGES IN LEVEL GREATER THAN 0.5 INCH REQUIRE RAMPS. CARPET PILE THICK NI"SS
10. ALL HEATING ELEMENTS NOTED MORE THAN 48 AMPERES SHALL HAVE THE HEATING
SHALL BE 0.5 INCH MAX_ GRATINGS IN FLOOR SHALL HAVE SPACES NO GREATER THAN 0.5
ELEMENTS SUBDIVIDED 90 THAT EACH SUBDIVIDED LOAD SHALL NOT EXCEED 48 INCH WIDE IN ONE DIRECTION: DOORWAY THRESHOLD SHALL NOT EXCEED 0 5 INCH IN HEIGHT.
AMPERES AND SHALL BE PROTECTED AT NOT MORE THAN 60 AMPERES. THIS 8. ACCESSIBLE WATER CLOSETS SHALL BE 17 INCITES TO 19 INCHES FROM THE FLOOR TO THE
TOP OF THE SEAT; GRAB BARS SHALL BE 36 INCHES TONG MINI
PROTECTION CAN BE INSTALLED INTEGRAL TO THE EQUIPMENT BY HVAC EQUIPMENT
MINIMUM WHEN LOCATED BEHIND '
MANUFACTURER OR PLANT INSTALLED AS FEEDER PROTECTION. WATER CLOSET AND 42 INCHES MINIMUM WHEN LOCATED ALONG SIDE OF WATER CLOSET, AND
SHALL BE MOUNTED 33 INCHES TO 36 INCHES ABC VE THE FLOOR SI)EWALL GRAB BARS SHALL
BE MOUNTED WITH THE FAR END LOCATED`A MAXIMUM OF 12 INCHES FROM THE WALL BEHIND
WATER CLOSET.
9. ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL HUNG WITH ELONGATED RIMS AT A
. MAXIMUM HEIGHT OF 17" ABOVE FINISHED FLOOR AND 14' FROM THE WALL.
10. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WTEH THE RIM NO "C3HER THAN 34 INCHES ABOVE
THE FLOOR AND A CLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO THE BOTTOM
OF THE APRON.
SYMBOLS 11. ACCESSIBLE SINKS SHALL BE MOUNTED NTED WITH THE RIM NO HIGHER THAN 34 INCHES ABOVE THE
FLUOR AND A CLEARANCE OF AT LEAST 27 INCHES HIGH, 30 INCHES WIDE AND 19 INCHES DEEP
ELECTRICAL SCHEDULE "A" UNDERNEATH SINK THE SINK DEPTH SHALL BE 6.5 INCHES MIAXiMUMT
ELE 12. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED
OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. INSULATION OR PROTECTION
DUREXRECEPT ?o V. NOMENCLATURE BREAKER WIRE MATERIAL MAY SITE INSTALLED THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER
flh CIRCUIT AMPS) COOL) ACCESSIBLE LAVATORIES AND SINKS. THE MPJOMNJM WATER TEMPERATURE TO WATER OUTLETS
SERVING HANDICAPPED FIXTURES SHALL NOT EXCEED 120° F_
{ SINGLE REGEPT 240 V. 1 A,3A HVAC 30A (2P) 10 -2W/'1 13. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS Cie. LEVER OPERATED,
PUSH -TYPE, ELEC:TRONICALLYCON ROLLED). �
INCANDESCENT LIGHT'W/ 14. WHERE MIRRORS ARE PROVIDED IN RESTROOM AT LEAST ONE SHALL BE PROVIDHD WITH ITS
1 - 60 WATT BULB 2A EEMAX @ 3.5 KIN 30 A 1 P 10-2 N BOTTOM EDGE NO HIGHER THAN 40 INCHES ABOVE THE FLOOR. '
LIGHTING
15. WHERE MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE SHALL BE LOCATED WITH A USABLE
E)UHIAUST FAN 4A,5A;6A ,RECEPTACLES 15 A T 4-2 NM SHELF NO HiGHFER THAN 44 INCHES ABOVE THE FLOOR.
16. GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1.5 INCHES IN DIAMETER WITH 1.5 INCHES
3' VTR CLEAR SPACE BETWEEN THE 13AR AND THE WALL.
1
° eaM��uvE� F�� i�:l ;�T
.-- APPROOVIED",
SLOPPILY AIR k�GIS' �-R <
RETURN AIR I&GDSTER
FOR t
PERMIT
3 FIRE ALJ4Rw PULL STATION ELECTRICAL PANEL SIZING
FIRE ALARM HORN
FIRE ALARM STROBE LIGHT' DESCRIPTION PANEL . A" KVA
THERMOSTAT
e
LAV FLUORESCENT FIXTURE GENERAL IJGHTING p
W/ 2 - 40 WATT TUBES .0035 KW/SF X 373.3 SF X 1.25 = 1.6
'
3� DOT SIGN 7- RfC`EPTS AT 180VA/1000 1.3
1-EEMAX0 3.5KW= 3.5
JUNCTION BN1x 1 -FANS AT .3 KW X 1.25 = . PLUMBING NOTES: NCBC - VOL. 111996 ED.
1 112E Q 1-HVRC� 6.5
W/ 1996, 1997, 1998 & 1999 REVISIONS
VF TELEPHONE JACK
TOTAL = 13.3 KW 1. TOILETS SHALL BE ELONGATED WITH NON -ABSORBENT OPEN FRONT SEATS.
WC 3 TOTAL/240 X 1000 =55.3AMPS 2. RESTROOM WALLS SHALL BE COVERED WITH NON -ABSORBENT MATERIAL TO A MINIMUM HEIGHT
EMERGENCY LIGHT Wl INSTALL 100 AMP PANEL OF 48 INCHES AFF. i
BATTERY BACKUP 120/240 V., 5(E'PHi. 3. CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKM WATER FACILITIES AND
SERVICE SINK WHEN NOT SHOWN ON FLOOR PLAN TO BE SITE INSTALLED AND SUBJECT ; E'
�, TO LOCAL JURISDICTION APROVAL
t✓ V FLOOD LIGHT 4. ALL PLUMBING FIXTURES SHALL HAVE; SEPARATE SHUT-OFF VALVES
3 5. w 6. WATER PIPES INSTALLED IN A WALL EXPOSED TO THE EXTERIOR SHALL BE LOCATED ON THE
SWITCH ELECTRICAL SCHEDULE "B HEATED SIDE OF THE WALL INStILATICON_ WATER PANG INSTALLED IN AN UNCONDITIONED
SPACE SHALL BE INSULATED WITH AN INSULATION OF R 6.5 MINIMUM. .
DWVRISERS 7. DWV SYSTEM SHALL BE EITHER ABS OR PVC-DWV.
NTS L.AV 3-WHY SWITCH BREAKER WIRE
8_WATER SUPPLY LINES SHALL BE CPVCflRCOPPER; ` �
3 CIRCUIT NOMENCLATURE (AMPS) (CU_) 9. WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH TANK TYPE UNLESS OTHERWISE
. SPECIFIED.
HVAC 1 O'.BUILDING DRAIN AND C�.EAINOUT9 ARE DESIGNED AND SITE INSTALLED 6Y OTHERS SUBJECT
WC 3/4 RISER RECESSED FLOURESCENT TO LOCAL JURISDICTION APPROVAL
2 440 IXTUUE Wl 2--40 WATT 11 -LAVATORIES 1N PUBLIC RESTROOMS OF EDUCATIONAL OCCUPANCIES, ASSEMBLY OCC UPAWOES
IR 4/40 VWkTT BULBS AND ALL OTHER OCCUPANCIES CONTAINING RESTROOMS WHICH HAVE 6 OR MORE LAVATORIES
LIGHTING SHALL BE EQUIPPED WITH A FOCTT SWITCH, OCC JP'ANT SENSOR, OR SIMILAR DEVICE, OR IN rfl
OTHER THAN AN LAVATORIES FOR THE PHISICALLY HANDICAPPED, LIW HOT WATER TO OLS
EEMAX L03.514W & RECEPTACLES GALLONS PER CYCLE
APPROVED BY
MA°,. r £,
3141NLET
NOTICE
WA APPROVAL IS NOT VALD IN HOST
PORTIONS OF LISTEDSTATE(S) WHERE SUNSHINE MANUFACTURED STRUCTRUESJNC.
SNOW LOADS DETERMINED FROM LOCAL ELECTRICAL PANEL SIZING:
METEORLOGICAL DATA EXCEED THE 850 GOLD HILL AVE.; ROCK;WELL� INC 28138
LISTED LIVE LOAD. TELE 704-279-6600, FAX: 704-279-77749
DESCRIPTION PANEL „ B„ KVA
DATE`_ 5-11-99 THIRD PARTY: NTA INf
iAPPAH� N.D46 S5 0
CODES: SEE NOTES
y
LABELS NTA N_C REVISIONS. BY:
SUPP FYR IRS CSH
, • � SCALE: NTS
SUPPLY LINE SIZING ISBASED ON AN
COLDSUPPLYLINES ASSUMEMAVAILABLE PRESSURE OF ry -7 �,r T
46 - i60 PSI AT MAIN INLET AND SERIAL F02 � 47 l 4 1 2X3 2 J
HOB' SUPPLY LIMES - - - -- - .- SHOULD BE VERIFIED PRIOR TO
ALL SUPPLY LIIEsa/a- UNLESSTHERVVISE N4T CONSTRUCTION_ 'I OF 4
ALL SUPPLY RISERS 112- UNLESS OTHERWISE NOTED
COVER SHEET
INLET LOCATION MAY VARY ,
FRAME AND FLUOR
WALLS
EXTERIOR
ELECTRICAL
HVAC
PLUMBING
DESIGN SPECS
AXLES: [I ] BRAD, [ 1 ] IDLER
HEIGHT: 8'-0" EXT. INSULATION:
R-11 K
SHEATHING! TYVEK FULL WRAP
PANEL BOX: [ 11100AMP"
PHASE-- SGL
[I ] 1 TON A/C
WATER HEATER: [ 113.5 EEMAX
BEAM: 10"
STUDS AND PLATES: 2x4016"OC
SIDING: HARDIPANEL
LIGHTS: [6] RECESSED 240
BARD WA121—A05 OR EQUPI
COWME-' 11lH/e
HfI•CH: [ 11 REM
COVER: 1 /2" VINYL COVERED GYP
TRIM: WOOD
HEAT STRIPS: 5 KW
FRAME: OUTRIGGERS 4'-0"
INT. DOORS: REFER TO DOOR SCHEDULE
ROOF
EXIT SIGNS. [2] NON -LIT
SUPPLY: O/H
LAVATORY [1 ]WALL MOUNT
ROOF TYPE: PEAK TRUSS: LLC#304
RETURN -STD WALL GRILLE
APPLY: STD WASTE: PVC
N
PERM: &JOISTS: 2X$�16 OC
WINDOWS-- [2] 24x53 V/S B✓C
N
SHEATHING: 7f16 OSB
RECEP"I5: [7]
SWITCHES' [3]
6X10 DIFFUSERS: [4]
T.P. HOLDER: [1 ] MIRROR: [1 I
DECKING: 5/80 T&G
COVER: SHINGLES
GRAB BARS: [ 1 ]42" & [ 1 ]36"
DESTINATION: BUNCOMBE CO.
COVER: 1/8 BLK TILE
EXT. DOORS: REFER TO DOOR SCHEDULE
CEILING MATERIAL: SEASP'RAY
POWER VENTS: [11100 CFM COMBO
WIND: 7OMPH
TIE DOWNS: STD INSULATION: R-19K
FLOOR: 50PSF (1 OPSF DL)
MOULDING: STD PART. INSULATION: R-1 ISOUND
OVERHANG: 6" ALL SIDES
ROOF: 30PSF (1 OPSF DL)
INSULATION: R-11
OCCUPANT LOAD: 4
24x53 V/S B/C
[m' 21
o
Q
I
1 OOAMP PANEL" A"
120/240V, SGL PH
i
r-------- _ — ----
— -----�
-- -- ----
I A
1 TON HVAC W/ 5 KW HEAT
STRIPS,390CFM 0 .31WC ESP
F)PROVED.
-
24OV, SGL PH. PROVIDED WI
FRESH AIR INTAKE. 14X24 R/A
GRILLE. I
NAT FOR
cv
VTR
7 Y Y I's
a
_
l �.
_.-.. _----
cc
r
,- X 3AJNlT
S - 1''i.
Y E�
A,
sp
6X7 0 STD
OFFICE
36"#4}
I�4V-
SUPPLY [TYP 41
OFFICE ,
42" GB
NEU
s.
T
7.
T
E�MAX: 30 AMP DEDCKT
//L 3.sKW,
- .�P"f� r� APPE�UED BY
,32,-O"
12OV, S POHZ,
v A�
, o e"m �{ -INR
Na
DOOR SCHEDULE
[1 172x80 STL/WD W/10N V.B. FOOT & HEAE
BOLT, EXT CLOSER, SURFACIz MOUNTS
PANIC HARDWARE W/VERTICLE ROD
[11 36X80 STL/WD W/10" V.B.,
EXT CLOSER, SURFACE MOUNTED
PANIC HARDWARE W/VERTICLE ROC}
[11 36x80 1 3/8" STD H/C W/PASSA4
-
LEVER
[I 136X80 1 3/8" STD H/C W/PRIVA CY
LOCATION OF GROUND ANCHOR
NOTE: ALL DEPARTMENTS MUST SIGN & DATE`
LEVER
STRAP CONNECTION TO COLUMN
COLUMN STRAPPING SCHEDULE
SECTION
REVIEINAL OF PRKIr
SIGNATURE E (LEAD MAN) DATE
SUNSHINE MANUFACTURED STRUCTURES, INC
850 GOLD HILL AVE.; ROCKWIELL,- NC 28138
(2) 2X4 SPF #2 THIS HALF (2) 2X4 SPF #2 EACH HALF
PURCHASINGTELE
NO.: (704)279-6600 FAX NO.: (704)279474
C (3) 2X4 SPF #2 THIS HALF (3) 2X4 SPF #2 EACH HALF
(4) 2X4 SPF #2 THIS HALF (4) 2X4 SPF #2 EACH HALF
FRAMES
FLOORS
DATE: 03-3 I —99 THRID PARTY: NTA INC.
305 N_ OAKLAND A .
CODES: NC BUSINESS NAPPANEE, IN 4655
SIDEWALLS
LABELS: NC REVISIONS: [1105-05- Y: BDJ
C (5) 2X4 SPF #2 THIS HALF (5) 2X4 SPF #2 EACH HALF
ELECTRICAL
SCALE: 1 /4"
1. ALL COLUMN STUDS SHALL BE GLUE/NALED TOGETHER, PVA CLUE WITH 100%
CEILINGS
SHEET
COVERAGE SHALL BE USED.
2. INSTALL TWO 3' x W MIN. STEEL STRAPS AT EACH COLUMN, FASTENED W/(12)
SIDING
SERIAL #: F 0 2 3 6 47 7 4 12 X 32
16 GA x 7/16" CROWN x 1' STAPLES AT EACH END OF STRAPS.
TOPS
3. COLUMN STUDS SHALL NOT 6E NOTCHED OR BORED.
2 OFS._MiATELINE
4. RIDGEBEAM STIFFENERS REQUIRED AT ALL COLUMN LOCATIONS.
FINISH
/�
FLOO'RPLAN
OPENINGS UP TO 36", FRAMED IN ACCORDANCE WITH
EOITERIOR WALL REQUIREMENT IN APPROVED CONSTRUCTION MANUAL.
SFI� LOOSE
d
32'-0°
S' D
0' REFERENCE POINT
....... — --- , ----- - e----
e
r
r �
e
PIER TYPE "A— HITCH END
TYPICAL UNDER ALL I —BEAMS
{ UNLESS OTHERWISE SPECIFIED
44-4-
--� - -, .__. ——--� ----- - ---
e , , e '
e
: F1 F1
e: e � r 11
- - - - .- _e e - - - - yI .. . . r e -.- _ - r e.— — —.— — a
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. ALTERNATE FOUNDATION PLANS MAYBE DESIGNED
BY OTHERS IN ACCORDANCE WITH THE JURISDICTION HAVING
AUTHORITY.
I
I;
APPROVED BY
`�
M14Y 1 2
IOR SIDEM/ALL
SOL:IDS'X24"z24'
FOUNDATION DINENWNS
CONCRETE FOIJfING
A
A WIDTFI
MODULE EDGE
SPACING
FRAME TIE—DOVVN STRAP
AND GROUND ANCHOR
AT 14'-5- O.C. MAX (TYP.)
11'-8"
32-1/4"
75-112"
FINISH GRADE
MINIMUM SOIL
�, MAXIMUM PIER
110.
�-W�IMND
PLAN VIEW SECTION
SPACING
BEARING CAPACITY
wt
ANCFIOIt
FOOTINGS MUST DCIEND
SECTION A -A
PIER TYPE Q1
10'-0'
20(O0 PSF
BELOW FROST LIIF
1O'-0'
3000 PSF
FOUNDATION NOTES:
r1ALL
SUNSHINE MANUFACTURED STRUCTURES, INC.
FOUNDATION CONS! MATERIALS ANDINSTALLATI ON SHALL
E IN ACCORDANCE WITH ALL AP�B.:K:ABLE STATE AND LOCAL
4.
THE FIRST TIE -DOWN STRAP FROM ENDWALL SHALL NOT E'OWEED 1/2 THE10_
MAXIMUM SPACING INDICATED.
INSTALL EiLOCiC PIER ON EACH SDE OF ALL EXTERIOR DOOR OPENINGS.
850 CiOi D MLL AVE.
ROCICWEL NIC Z813$
�
-CODES.
2. DOWiFI STRAPS TO BE 1-1l4' X.035 TYPE-1 FINIS( GRADE-1
S.
ALL PAR SHALL BE CONSTRUCTED OF 8'XS'OC16' OONCREI E MASONRY UNITS
(MANf1FAOTURER'S REG�OI�IwEhIDATIOFi ONLY (OPTIONAL WHEN NOT SHOWN)
ADJUSTMENT MAY TO INSURE UPENABILffY AFTER
TELE : 704-219-6600
FAX :704-279-7749
zINC COATED STEEL STRAPPNG CERTIFIED BY A REGISTERED ENGINEER
CONFORMING TO ASTM C90. MASONRY UNITS SHALL BE LAID IN TYPE M OR S
INSTA I CX"4—E
IS COhWITH
COR ARCHITECT AS ODNFOR14NG WITH AST ►(-D3953-91. TIE DOWN STRAPS
(MORTAR OR COVERED WITH SURFACE BONDING CEMENT INSTALLED? IN
SPACE TO BE VENTILATED WITH OPENINGS THAT PROVIDE A MI#I
f 1 CRAWL SPACE O E VENT( 1 5I1OVED
DATE: 5-11-99
THIRD PARK: NTA INC.
AND CONNECTING HARDWARE SHALL HAVE 3150# MINIMUM WORKING
AOCORDANCE WITH ITS LISTING. MA)CIMUM PIER HEIG14 , MEASURED FROM
_ FOOT AN APPROVED
SPA ERE N
FOOT OF NET AREA FOR EACH l ,��,� FEETCRAWL SPACE.
O
AVE.
CAPACITY.
THE TOP OF THE -FOOTING , SHALL BE 4 TIMES THE LEAST DIMENSION OF THE
OVER THE REDNET
VAPOR BARRIER IS INSTALLED OVER EACH CRAWL NET OPENING MAY
CODES NCBC., NEC.
NAPPANEEIN. 446S
3. GROUND ANCHORS SHALL HAVE 3150# MNIMIIM WOP60MG CAPACITY, AND
HOLLOW MASONRY PIER . PIER FOOTING SHALL BE AS DESCRIBED ABOVE.
1SQ1SURFACE,
. SHALL
REDUCED RE FOOT FOR EACH 15CT SQUARE .FEET. CRAWL SPACE ACCESS SHALL
SHALL BE INSTALLED IN ACCORDANCE VIN H THE MANUFACTURER'S
6.
MINIMUM CONCRETE FOOTING CO SSIVE STRENGTH 2500 PSI AT 28 DAYS
U O
BEA MINIMUM COI}$* X 24'.
SPECIFICATIONS. DESIGN OF GROUND ANCHOR, INCLUDING SHAFT
7.
ALL REINFORCEMENT BARS SHALL 0OWPLY WITH ASTM A61 S GRADE 60.
RWX'-
LABELS NTA, NC.
REVISIONS -
BY.
LE NGTH. NUMt3ER, AND DIM�ETER OF HELID�E.S ETC. TO BE AS SPECIFIED
SY THE GROUND ANQIOR MANUFACTURER F0I1 THE ACTUAL SOIL TYPE
REINFORCEMENT BARS SHALL BE EQUALLY SPACED AND D WITH 3-
CLEARANCE FROM BOTTOM AND SIDES OF I^OOTING
—NTS—
CSI1
LNCOilNTERED. IF THE HOLDING OR PULLOUT CAPACITIES OF GROUND
S_
(—BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90 DEGREES FROM
SCALE
ARE BELLOW THE VALUES SPEMED ABOVE, THE
THE ORIENTATION SHOWN ON THE FOUNDATION PLAN). CENTERLINE OF
SHEET
ARCHITECT/ENGINEER MUST BE CONSULTED FOR AN ALTERNATE �
DESIGN.
9.
EACH PER MUST BE LOCATED DIRECTLY BELOW THE I —BEAM CENTERLINE.SHEET
ALL PIERS SHALL BE CARPED WITH 4' SOUD CAP BLOCK OR 2X PRESSURE
:�
SERIAL_ //�� ,/
V !
X
3 OF 4
TREATED W✓ TOP BLOCK FILLED W✓ MORTAR.
FOUNDATLON PLAN
' e ���,�� �5 Y"", as•t ei}r. ,. t , 'd' ", •+ t .:. `: :,i.:Ls ,t`;
FULL LENGTH FILLET WELDS
ONE SIDE OF ALL FLANGES AND
WEB AT ALL OUTR IGGFRS AND
I O'' WIDE UNITS REQUIRE Na IllEGGERS. CR05SMEMBERS- 1 1 /2' FOR 10- & 12' WIDE oNI
ENDWALL 48' INALLBEAM FOR 10 WIDE5IEWAMDFLANGE CLIP 2" FOR 14'WIDE UNITS 1
INTO JOISTS AT 16" O-C- ON OUTSIDE FLANGE OF
EACH I-
12 GIt OUTRIGGERS
OVERHANG CONSTRUCTION .._ __-------
3" FOR 14` WIDE UNITS
WIDE UNITS 2" FOR 8` 1 O', 12' -
PER P. C-23.7 FOR 10 12' ITS
APPROVED CONSTRUCTMANUAL SIDEWALL 9' FOR 14' WIDE UN T5
6 STAGGIEIt JOINTS 48" O.0
SHEATHING TOBE'FASTEN ED
TO TRUSSES WITH $d NAILS AT 6' O C."ON 1 1 /8 FOR
EDGES AND 12' IIN FIELD t 4" WIDE UNIT
LA
8% 10'• 15' WIDE UNITS VElz-t�OiR t WIDE UNITVSVIDE UNITS
32 1/4" FOR 12' WIDE UNITS
ROOF SHEATHING DETAIL
1 a sIL CRaSSMEMBERS
(10 BE LOCATED OPPOSITE OUTRIGGERS AS SHOWN}
CROSSMEMBER SECTION OUTRIGGER SECTION I
I
1.2 SQUARE FEET NET FREE AREA OF ATTIC VENTILATION ED
TO BE PROVIDED BY GABLE AND/OR ROOF VENTS
E
PER MODULE
op, PEPOIT
PERMIT
D�� 1
SEE MECH. NOTES FOR CEILING DUCT SPECIFICATIONS
LISTED TRUSSES AT 16" OR 24` RC
LISTED ROOF TRUSS DESIGN LOADS;
LIVE LOAD 30 PSF TOP CHORD ROOF COVERING OVER 7/16- OW RMIED
DEAD LOAD 7 PSF TOP CHORD SFTE,ATHING, MINIMUM Il 24/0 - SEE ROOT
3
RIM MEMBER 23C3 SPF #3 MEINIMU SHEATHING DETAIL. EXTERIOR WALL FINISH
DEAD LOAD 7 PSF BOTTOM CHORD1
12
2 1/4 /- SEIOR ALL STRI1CiTJFtAL BRACING
Ij
INSTALL CONTINUOUS 2 1/2"WIDE PLYyypp BRACING INSTALIATIONt
BEARING STRIP OVER TOP PLATE {TYPICAL) STRUCTURAL SHEATHING SHALL CONSIST OF A
THE SAM
E THICKNESS
AS CEILING FINISH)
4 FOOT MINIMUM WIDTH SHEET EXTENDING STEEL NOTES
( CONTINUOUSLY FROM TOP TO BOTTOM PLATE
WITH ALL SHEATHING EDGES EXTENDING 3/4-
MINIMUM OVER 2" MOM INAL LUMBER OF THE t _UNLESS OTHERWISE SPECIFIED ALL j
SAME SRE AND GRADE AS EXTERIOR WALL STEEL MUST COMPLY WITH ASl=1A
30 GA. X 1 1 /2- STEEL STRAP FROM FRAMING. BRACING SHALL BE LOCATED AS CLOSETRUSS TO WALL STUD 2. ALL LAG ES ROWS MUST COMPLYVAT"
7-16 GA X 1 " STAPLES�PER STRAP END CEILING INTERIOR FINISH WITH IQIAFTIiIICK B1LACIN& MA7ERIAL:MUM. ANSI/ASME B18,2,1 _
((TYPICAL SI - )) WIll TH INSU.AT1 TO 25'EACH CORNER OF BUILDING AS P0551I'ILE �i
NOTE: TRUSSES W 1& DOMM FALL 1 /8 STRUCTURAL RED TFERMO-PLY FASTENED APPROVED
DIRECTLY OV'ERWAL.L STUDS SHALL. BE DOUBLE TOP PLATE 2)(4 WITH 16 GA. X 1' X 1 1 /4' STAPLES 3' O.C.
STRAPPED TO TOP PLATE AND TOP SPF #3 ON EDGES AND 5- 0.C_ IN THE FIELD OR
PLATE SHALL BE STRAPPED TO EXTERIOR WALL LISTED METAL WIND BRACES LNSTA -CED PER Wk
CLOSEST ADJACENT STUD WITH STUDS 2X4 STUD MANUFACTURER'S SPECIFICATIONS.OR
EQUIVALENT STRAPPING) SPF USE THE SAME STRUCTURAL BRACT MATERIAL R�(�
TYPICAL WINDOW SEE FLOOR 6 M e FASTENING METHOD AS SPECIFIED FOR ENDWALLS. i { `+ C
I 1N rR
PLAN FOR SPECIFICATIONS MODULE ENDWALLS:
CRIPPLE STUDS 2X4 SPF STUD AT 16' OC '0 BRACING INSTALLATION:
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS INTERIOR FINISH MATERIAL:
WITHXIQINSULATIC FROM TOP OF TRUSS TOP CHORD TO 3/4" 14INIMU14
2XHEADER PER APPROVED' STRUCTURAL PACKAGE EDGEBELS TOP OF RIM JOIST WITH ALL SHEATHING
- SUPPORTED BY 2' NOMINAL CUMBER OF THE
SAME Sim AND MADE AS EXTERIOR WALL FRAMING.
v� /4-1.OUNITS) 1 - ROUT OFF FOSS BRACINR MATERIAL: CEILING - 1 /2' MINIMUM GYPSUM BOARD SEA51'RA
I 7/16- O�SB 24/16HHITHING E'XP-1 EiIF►-�2 EXT., INSTALLED PER MANUFACTURERS SPECIFICATIONS.
S/8` PLYWOOD STURD--I-FLOOR FLOOR SHEATHING
' T1►6EXP124'OC OR 7/16"OSB24/1SIDING EXT. FA�TENEDVVITH
Ild COMMON OR 6AL1/. BOX NAILS 5" O.C. EDGES WALL - 1/2' MINIMUM VINYL COVERED GYPSUM BOARD ( '
y ' AND 12" O.C. IN THE FIELD OR
9S 1 2 14' 1 /a- STRUCTURAL RED TIiI RMO-PLY FASTENED
WITH 16 GA. X 1 ' X 1 1 /4- STAPLES 3" G.C. EDGES
BOTTOM PLATE 2XA SPF #3 AID 6- O.C. IN THE FIELD_ FLOOR - 1/8 BLOCK TILE THRU-OUT.
INSTALLED PER MANUFACTURERS SPECIFICATIONS_
YWOODR-1 I INSULATION
30 CJL X 1 1 /2" STEEL STRAP'VV/ 7 -16 Gil X 1 _ STAPLES
PER STRAP END FROM WALL STUD
TO FLOOR JOIST AT OPENING STUDS AND �IOR FINISH MATERIAL:
16' OC FOR 90 MPH AMA ABOVE
32 OC FOR 80 AND 70 MPH
(TYPICAL SIDEWALLS & ENDWALL Si
ROOF - SHINGLE ROOF
SOLID 4* CAP BLOCK OR INSTALLED PER MANUFACTURERS SPECIFICATIONS.
F'R1:SSITFiE TREAz€D u «: OVER 2 LAYERS OF 15 # ROOFING FELT
OUTRIGGER AND CROSSMEFAER 2X W/TOP BLOCK io
SPACING 48" OC MAXIMUM
FILLED W/ MORTAR .-
,7
s TYPICAL. I -BEAM PIER RIM JOIST ZX8 SYP Aft
i
2- 5/16- X3' LAG SCREWS FASTENED THROUGH GRADE # WALL -HARDI PANEL SIDING INSTALLED PER MANUFACTURERS SPECIF CATIO'�jt5.
FLANGE INTO JDIST AT EACH OUTRIGGER (TYPICAL) FLOOR JOISTS 2X8 SYP z AT 16 ac MAY BE USED AS REQUIRED BRACING 3
OUND ANCHOR
i
FODTING TO DaND SUNSHINE MANUFACTURED STRUCTURES, INC.
1--TEAM - Ml 2X11.8 OR Il BELOW FROST LINE
(OPTIONAL. M8)(6.5 FOR MODWE 850 GOLD 'ILL AVE., ROCKWELL, NC 28138
LENGTHS NOT FJ(CEEDING 40' AAXX
TELE :: 704-779-6600 FAX: 704-279-7749
DATE: 5-11-99 THIRD PARTY: MIA INC
3os N. QAKLAND AYE
NAPPANIE 46550
CODES: NCBC, NEC.
LABELS NTA, NC REVISIONS: Byj
SCALE. —NTS
F
SERIAL F02364774 12x32
TYPICAL CROSS SECTION
�L