HomeMy WebLinkAboutProject InformationBLOCKING LOCATIONS SHOWN ARE CONSIDERED TYPICAL. BLOCKS MAY BE MOVED FROM LOCATION SHOWN (WITH THE EXCEPTION OF SHEARWALL OR COLUMN LOCATIONS) AS LONG AS THE MAXIMUM SPACING IS NOT EXCEEDED,
UNLESS OTHERWISED SPECIFIED IN THE NOTES BELOW. THE DISTANCE BETWEEN ANY ADJACENT PIERS MAY DEVIATE FROM THE LISTED SPACING BY 10%, 30 LONG AS THE OVERALLAVERAGE DISTANCE BETWEEN PIERS IS EQUAL
TO OR LESS THAN THE LISTED SPACING. SEE SECTION 31N THE PALM HARBOR HOMES INSTALLATION MANUAL FOR MORE SPECIFICS ON BLOCKING THE HOME.
COLUMN LOADS
1Q - 4282 LBS,
Q = 4282 LBS.
03 =1934 LBS.
4Q = 1934 LBS,
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INSTALLING A HOME CAN BE VERY DANGEROUS, ONLY QUALIFIED PERSONNEL SHOULD EVER ATTEMPT TO INSTALL A HOME.
NOTES:
1. BLOCKING SPACING BASED ON 2OPSF LIVE LOAD ON ROOF AND 1000 PSF SOIL BEARING CAPACITY.
2, CONCRETE BLOCKS ARE ONLY RATED AT BOOR POUNDS, B00D POUND PIERS OR HIGHER MUST BE
DOUBLE SLOCKED.
3. BLOCKING REQUIRED AT OPENING LESS THAN 40'IN WIDTH ONLY TO MAKE NON-0PERATIONAL
DOORS OPERATIONAL PERIMETER SUPPORTS ARE REQUIRED ON EACH SIDE OF ALL OPENINGS GREATER
TWIN 48' (IE, SLIDING GLASS DOORS, BOX BAY WINDOWS, RECESSED ENTRIES, ETC...) REFER TO THE
INSTALLATION MANUAL FOR MORE SPECIFICS.
4, MARRIAGE LINE BLOCKING ONLY REQUIRED UNDER WALL MARRIAGE LINE WALL AREAS.
6, FOR WIND ZONE II AND III INSTALLATIONS, A PIER IS REQUIRED UNDER THE 'SKEARWALLS' WHERE
THEY ATTACH TO THE SIDEWALL. THESE SHEARWALLS ARE INDICATED AS DARKENED -IN WALLS ON THE
FLOOR PLAN.
6. ASS PIER PAD SIZES AND CAPACTNES BASED ON INFORMATION PROVIDED BY 'MANUFACTURED HOUSING
FOUNDATION SYSTEMS,
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7. STABILIZER SYSTEM PER PALM HARBOR INSTALLATION MANUAL, ANDALL SIDEWALL ANCHORS ARE SPACED AT
9-4' MAXIMUM. FOUR FOOT GROUND ANCHOR MAY BE USED EXCEPT WHERE PALM HARBOR INSTALLATION MANUAL
SPECIFIES DIFFERENT.
B. IT IS THE RESPONSIBILITY OF THE DEALERANDIOR INSTALLER TO CERTIFY THAT ANY SLOCKINGAND/OR
FOUNDATION PRINT(SL OR ANY OTHER DIAGRAM SUPPLIED FOR ANY SITE INSTALLATION, CORRELATE
WITH THE UNIT ORDERED AND BEING SET AS WELL AS THE CONDMONS OF THE SITE. THE MANUFACTURER
WILL NOT BE LIABLE FOR DAMAGES ARISING FROM FAILURE OF THE DEALER AND/OR INSTALLER TO
MAKE CERTAIN THATTHE CONTRACTORANSTALLER HAS THE CORRECT DIAGRAMS. REGARDLESS OF WHATWAS
SUPPLIED BY THE MAUFACTURER. THE MANUFACTURER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE
DESIGN OF THE BLOCKING AND/OR FOUNDATION.
9. FOR MORE SPECIFIC INFORMATION REFER TO THE INSTALLATION MANUAL.
10. ALL SETUP MUST COMPLY WITH THE PALM HARBOR HOMES INSTALLATION MANUAL,
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BLK-1
SHEET I OF I
BLOCKING LOCATIONS SHOWN ARE CONSIDERED TYPICAL, BLOCKS MAY BE MOVED FROM LOCATION SHOWN (WITH THE EXCEPTION OF SHEARWALL OR COLUMN LOCATIONS) AS LONG AS THE MAXIMUM SPACING IS NOT EXCEEDED,
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UNLESS OTHERWISED SPECIFIED IN THE NOTES BELOW. THE DISTANCE BETWEEN ANY ADJACENT PIERS
MAY DEVIATE FROM THE LISTED SPACING BY 10°%, SO LONG AS THE OVERALL AVERAGE DISTANCE BETWEEN PIERS IS EQUAL
TO OR LESS THAN THE LISTED SPACING. SEE SECTION 31N THE PALM HARBOR HOMES INSTALLATION MANUAL FOR MORE SPECIFICS ON BLOCKING THE HOME
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INSTALLING A HOME CAN BE VERY DANGEROUS, ONLY QUALIFIED PERSONNEL SHOULD EVER ATTEMPT TO INSTALL HOME.
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NOTES:
1. BLOCKING SPACING BASED ON 20PSF WE LOAD ON ROOF AND 1000 pSF SOIL BEARING CAPACITY. 7. STABILIZER SYSTEM PER PALM HARBOR INSTALLATION MANUAL. AND ALL SIDEWALLANCHORS ARE SPACEDAT
2. CONCRETE BLOCKS ARE ONLY RATED AT 6000 POUNDS, 8000 POUND PIERS OR HIGHER MUST BE 5-4' MAXIMUM. FOUR FOOT GROUND ANCHOR MAYBE USED EXCEPT WHERE PALM HARBOR INSTALLATION MANUAL
DOUBLE BLOCKED,
3. BLOCKING REQUIRED AT OPENING LESS THAN48'INWIDTHONLYTOMAKENON-OPERATIONAL
ODORS OPERATIONAL. PERIMETER SUPPORTS ARE REQUIRED ON EACH SIOEOF ALL OPENINGS GREATER
SPECIFIES DIFFERENT,
B. IT IS THE RESPONSIBILITY OF THE DEALER AND/OR INSTALLER TO CERTIFY THAT ANY BLOCKINGANOfOR
FOUNDATION PRINT(S), OR ANY OTHER DIAGRAM SUPPLIED FOR ANY SITE INSTALLATION, CORRELATE
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THAN 48' OE. SLIDING GLASS DOORS, SOX BAY WINDOWS, RECESSED ENTRIES, ETC,..) REFER TO THE
INSTALLATION MANUAL FOR MORE SPECIFICS.
4, MARRIAGE LINE BLOCKING
WITH THE UNIT ORDERED AND BEING BET AS WELL AS THE CONDITIONS OF THE SITE. THE MANUFACTURER
WILL NOT BE LIABLE FOR DAMAGES ARISING FROM FAILURE OF THE DEALER AND/OR INSTALLER TO
ONLY REQUIRED UNDER WALL MARRIAGE LINE WALL AREAS.
6. FOR WIND ZONE II AND III INSTALLATIONS, APIER ISREQUIRED UNDER THE SHEARWA.LS'WHERE
THEY ATTACH TO THE SIDEWALL. THESE SHEARWALLSARE INDICATED ASOARKENEDdNWALLS ONT14E
FLOOR PLAN,
MAKE CERTAIN THAT THE CONTRACTORIINSTALLER HAS THE CORRECT DIAGRAMS, REGARDLESS OF WHAT WAS
SUPPLIED BY THE MAUFACTURER, THE MANUFACTURER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE
DESIGN OF THE BLOCKING AND/OR FOUNDATION.
9. FOR MORE SPECIFIC INFORMATION REFER TO THE INSTALLATION MANUAL.
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8. A89 PIER PAD SIZES AND CAPACITIES BASSOON INFORMATION PROVIDED BY'MANUFACTURED HOUSING
FOUNDATION SYSTEMS'.RVIF
10. ALL SET-UP MUST COMPLY WITH THE PALM HARBOR HOMES INSTALLATION MANUAL.
MEN
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CONUUMTOR
WOWAATION
CHMLLES P. ROGERS
UCt. IH.0000607
PHONE: 813.7020365
HOMELOCATM
H.U.O.WINOME
2/3 i.
SETUP IN1'OMATION
CLOCKWOOWGRAM
DESIGNED FOR2D
PEP ROOF LIVE LOAD
AND 1MOM SOIL
BEAWNOCAPACUY
BLK-1
SHEET OF
APPLICATION ENGINEERING
FOR HEATING AND COOLING
PALM HARBOR HOMES - PLANT #6.
605 S. Frontage Rd.
Plant City, FL 33566
Manufacturer's. Model #: 40 i L40443A
HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C)
Prepared By LaSalle -Air Sysiems :07118105 (Method & Output C 2005)
Ali rights reserved: this information proprietary to LaSalle Bristol Co. B clients..
Calculations on this page are based.on design parameters set.torth in ASHRAE and ACCA Manuals J and D.
Design calculations are based .on worst case orientation. Room loads may -vary based on actual conditions.
ENTIRE HOUSE VALUES - DESIGN ZONE 1
COOLING LOAD: 36,832 BTUh based on outside temp of 951.F With inside temp reduced to. 75'F.
HEATING LOAD: 35,634 BTUh based on outside temp of 257 with inside temp raised to 7017.
OVERALL HEAT LOSS COEFFICIENT: 0.1074
CONSTRUCTION DETAILS & U FACTORS
OVERALL:HOME SIZE:
44.00
X 40,00
TOTAL FLOOR AREA:
1,760.00:s.f.
AVG CEILING HEIGHT:
9040
in.
ROOF:
0.033
FLOOR DUCTS:
0.000
TRUE OUTSIDE PERIMETER:
168.00
ft
WALLS:.
0.089
CEZLING.OUCTS:
D.238
NET WALL AREA:
12076.22
s.f.
FLOOR:
0.069
EXTERNAL DUCTS:
0.125
TOTAL WINDOWt AREA'
169.67
s.f.
WINDOWI:
1.060
CLG DUCT AREA:
71.3 s.f.
TOTAL WINDOW2 AREA:
40..00
s.f.
WI4DOW2:
0.630
EXT DUCT AREA:
0.0 s.f.
WINDOW, % of floor:
13.05%
DOORS.:
0.280
PEOPLE:-
3
TOTAL -DOOR AREA:
41.11
s.f.
LAT.GAIN:
3197.8
DUCT'GAIN/LOSS:3057.6.13239.5
Ventilation cfm required
by MHCSS 3280.103(b)
:. 61.6 _
SUM/WIN INFIL:
94,1/188.1 cfm
ROOM BY ROOM VALUES
Heat loss, heat gain and CFM requirements based on,
cooling equipment design standards..
ROOM NAME
HEATING
COOLING
CFM
BTUh LOSS
BTUh GAIN
DIST
------------------------------------
Dining
5,002
-----------------
5:,754
205
Living Room
8,606
11,864
423
WIC
768
363
13
Bedroom N1
5,684
5,933
211
MASTER BATH
Ii879
1,321
47
KITCHEN
1,646
919
33
BEDROOM 2
4,410
4,682
167
BATH 1
971
601
21
UTILITY
1,308
729
26
FOYER
1,240
554
20
DEN
4,121
4,112
147
------------------------------------------------------
TOTALS:
35,634
36,832
1,313
Duct design values
When connected t0
standard residential
equipment.
COOLING
CFM STM
196
6,880
425
12,750
45
1,350
221
6,630
98
2,940
6.1
1,830
148
4,440
45
1,350
45
1,356
0
0
119
3,570
1,403 42,090
Maximum A/C capacity
per MHCSS 3280.715(a)(3)
Calibrated Blower Test
@ .30 in. W.C.
COOLING
CFM
BTUh
- ---
902
- --------
6,733
449
14;967
57
1,900
244
8,133
101
3,367
75
2, 500
175
6,833
57
1,900
57
1:,900
0
0
134
4,467
1,551 51,700
Failure to install heating or cooling equipment that produces the Total Design CFM for this house may result in
an unbalanced duct system.
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Installation Instructions for Model LLBS Longitudinal and
Lateral Bracing System Approved for Florida
Revised: 03/15/15
Note: Your set must be designed by a Registered Professional Engineer if all or one of the
following conditions occur:
Location is within 1,500 feet of Coast
Pier Height exceeds 48"
Sidewall height exceeds 108'
(call Minute Man Products)
Roof eaves exceeds 16"
Main beam spacing exceeds 99.5"
1. Refer to the Home Manufacturers Installation Instructions for pier locations. 6" Disc anchors
48" long with vertical ties are required at maximum 5'-4" center along both sidewalis starting
at maximum of 2'-0" in from each end of the home. Vertical ties must be used at all connec-
tion points furnished by home manufacturer. Centerline anchors to be sized according to soil
torque condition. Any manufacturer's specifications for sidewall anchor loads in excess of
4,000 Ibs require a 5' anchor.
2. Refer to the System Placement Plans for the location of Longitudinal Lateral Bracing System
(See Attached). Each system is required to have a frame tie and stabilizer attached at each
lateral arm stabilizing location.
3. Flex Tube Installation:
A. Remove turf to expose firm level soil at each S133 pier pad location. Pre -assemble 1 /2" x
1-1/4" carriage bolts onto the SD3 pad with bent edges of pad placed downward, center
pad under I-beam and firmly press SD3 pad into soil and level.
B. Attach Longitudinal and Lateral Flex Tubes at bolt locations on pad (see detail assembly
drawing). Drive angle pins may be driven vertically through (4) slots in S133 pier pad now
or after home is totally set. Angle Drive Pins may be driven up to ten degrees off of vertical.
4. Standard Tube Installation:
J A. For extremely hard soil or surface conditions the SD3 pier pad can be placed flat on
surface with edges bent up. Mark (4) slots and pre -drill soil, rock or asphalt with a 3/4" x
12" masonry drill bit. Drilling not required when installed on softer soils.
B. Attach Longitudinal and Lateral Standard Tubes at Tube Clip locations on pad (see detail
assembly drawing). Drive angle pins may be driven vertically through (4) slots in SD3 pier
pad now or after home is totally set. Angle Drive Pins may be driven up to ten degrees off
of vertical.
5. Level home on concrete blocks or steel piers by Minute Man.
6. Install Longitudinal And Lateral Bracing in accordance with Systems Placement Plan and
Assembly Drawing.
7. Install vertical anchors, frame ties and stabilizers at each lateral arm system location.
I
FLORIDA ZONE II AND III LONGITUDINAL AND
LATERAL BRACING SYSTEMS PLACEMENT
For Roof slopes up to 4112 pitch
Each system is required to have a frame tie and stabilizer attached at each
lateral arm stabilizing location.
Revised: 6/17/2002
HOME DIMENSIONS REPRESENT BOX SIZE
LEGEND I L o n g i t u d i n a I Longitudinal and Lateral o- Lateral Bracing III
Bracing System Bracing System System
SINGLE AND DOUBLE WIDE
UP TO 48' LONG - 4 SYSTEMS
52' INCLUDING HITCH
FOR TRIPLE WIDE OR TAG UNITS-
8 SYSTEMS OVER 52' BOX/ 56' INCLUDING HITCH
SINGLE AND DOUBLE WIDE
49'-76' LONG - 6 SYSTEMS
80' INCLUDING HITCH
FOR TRIPLE WIDE OR TAG UNITS-
6 SYSTEMS UP TO
52' BOX! 56'INCLUDING HITCH
LONGITUDINAL BRACE DETAIL FOR SD3 PIER PAD
OUTSIDE HOME BEAM---i
X %24'
CARRIAGE BOLT
9 h" I$1 LONGITUDINAL
BRACE TUBE
39' FOR 112" 'TO 24" PIER
44" FOR 12' TO 32" PIER
53" FOR 12" TO 40" PIER
65" FOR 12' TO 48" PIER
Xrx2—X" CARRIAGE SOLT-",.O
SD3 PIER PAD
MMLBC BEM! CLIP
W/ h"x1 X"
CARRIAGE BOLTS
LONGITUDINAL & LATERAL BRACING SYSTEM
DETAIL ASSEMBLY DRAWING
R. CaUcclei 'i X.
a , Kegitffrid, Engineer
The Minute Man Anchors LLBS
Bracing System was tested for
Wind Zones 1, II, & III
Tested 10/10/01
Rev. 3/6/02
Rev. 7/14/04
Rev. 2/1/l 0
Rev. l/l/15
NOTES
MAXIMUMPIER HEIGHT 4W
MM. SIDEWALL HEIGHT 96'
MAX. BEAM SPACING 99.5"
MAX ROOF EAVES 16"
NOTE 1/2' BOLTS ARE GRADE 5
WHEN USING LONGITUDINAL BRACES,
2N0 PIER IN FROM THE END
OF THE HOME MAY BE USED
TO MAKE ROOM FOR BRACE TUBES,
LATERAL. AWUSTAtTI.E
BRACE TUBE _
cuPI -"BLOCK OR
IDELUX .STEEL
LBBRACE pTUB PliYi UP UP
STEEL PIER PAD
W/ ANGLE DRNE
PINS SD DMVE PIN
3,150 lb. WORKING LOAD ANCHORS WITH STABILIZERS AND FRAME
TIES ARE REQUIRED ON 4 CORNERS OF ALL SINGLE WIDE HOMES.
ANCHOR STRAPS MAY BE INSTALLED WITH AN ANGLE AS LOW AS
45 DEGREES UP TO 90 DEGREES WHEN THEIR SOLE PURPOSE IS
VERTICAL ANCHORAGE