HomeMy WebLinkAboutApproved PlansModel #:
340TL28562CM0,,,,,,,,,61222
Sales Name: Siesta Key II
DISCIPLINE DESIGNATOR
SHEET TYPE DESIGNATORS
A
ARCHITECTURAL
O
OPERATIONS
0
GENERAL
SYMBOLS. LEGENDS, NOTES, ETC,
B
GEOTECHNICAL
P
PLUMBING
1
PLANS
HORIZONTAL VIEWS
C
CIVIL
Q
EQUIPMENT
2
ELEVATIONS
VERTICAL VIEWS
➢
PROCESS
R
RESOURCE
3
SECTIONS
SECTIONAL VIEWS & WALL SECTIONS
E
ELECTRICAL
S
STRUCTURAL
4
LARGE-SCALE VIEWS
PLANS, ELEVATIONS, STAIR SECTIONS, OR
SECTIONS THAT ARE NOT DETAILS.
F
FIRE PROTECTION
T
TELECOMMUNICATIONS
5
DETAILS
G
GENERAL
U
USER DEFINED
6
SCHEDULES &
DIAGRAMS
H
HAZARDOUS MATERIAL
V
SURVEY /MAPPING
7
USER. DEFINED
I
INTERIORS
X
OTHER DISCIPLINES
8
USER DEFINED
L
LANDSCAPE
Z
CONTRACTOR / SHOP
PRINTS
9
1 3D REPRESENTATION
ISOMETRICS, PERPSPECTIVES, PHOTOGRAPHS
M
MECHANICAL
ST, FCTE COL!`TYELILDG+C D�ION
I
REVIEWED FOR C .
REVIEW BY
DATE
FLANS AND PERN4T i1I[ ST
OR NO INSP
Date 0-t9.2130 Plan NQ.-2a -1 6 F
6y SCO TFIE3E PAND ALL PROP'
�SSB.IFCT TO ANY CORRE
IR,KBSARYI IN
4g"A,ALL APPLICAE
ular auilding� Nans o..Exami er
Sheet List Table
Sheet Number Sheet Title
00,01
Title Sheet ON
A0,01
Code Sheet ON
A0,02
A1L01
Construction Notes {
Floorplan
A2,01
Front & Rear Elevations
A2,02
Right & Left Elevations
A3,01
Typ, Cross Section
A3,02
Typ, Cross Section Notes
E0.01
Electrical Notes
E1101
Electrical Plan
P1101
DWV Plan
P1,02
Cold Supply Lines
PL03
Hot Supply Lines
SEOwORK P1,05
Gas Supply Lines
RSTHAT S0,01
Shearwall Notes
ECODEB S❑,02
Column & Shearwall Tables ON
S1101,1
Floor Framing 24 ❑C ON
S1,04A
Roof & Duct Plan 24
----
N❑N-INDEXED ATTACHMENTS
----
Florida Product Approvals
----
FLA, RES,
F1
Typ, Foundation Plan ON
IM,01
IM-Floor
IM,02
IM-Endwall
IM,03
IM-Fixed Peak
IM,04
IM-Hinged Peak King
IM,05
IM-Hinged Gable -1
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Clearwater, FL. 33755
;Lase:
rhead WinbwinMyING afttAPPROVAL Ronda
Manufacture] Bulldog AM M 1979
Cons c m CWe and adnera to Me
nolio ing H�o
COMMIT. TYPE VB
OCCUPANCY
ALLOWABLE NO.
OF FLOORS I —
WIND VELOCITY160ULT(3SEC)
FIRE HATING OF
07. WALLS 0_
PLAN NO. 19. az-1.67F
ALLOW. FLOOR
LOAD 40_
APPFOVALOATE 1.6-1
MANUFACTURER PHH
HIGH VELOCITY
HURRICANEZONE NO
LL
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1. FLOOR LIVE LOAD = 40 PSF
2. ROOF LIVE LOAD = 20 PSF
3, WIND LOAD, 160 mph (Ult) WIND
SPEED (3 sec gusts)(Refer to
f loorptan)
4. BUILDING IS RISK CATEGORY II.
5. WIND EXPOSURE CATEGORY 'D'
6. GCpi = 0.18 INTERNAL PRESSURE
COEFFICIENT (ENCLOSED)
7. D.W.P. FOR C/C PSF
8. THIS BUILDING IS NOT
DESIGNED FOR PLACEMENT ON
THE UPPER HALF OF A HILL OR
ESCARTMENT EXCEEDING 15
FEET IN HEIGHT.
9. FLOOD LOAD, THIS BUILDING
MAY BE LOCATED IN A FLOOD
HAZARD AREA PROVIDED NO
MODULAR PORTION OF THE
BUILDING IS LOCATED BELOW A
BASE FLOOD ELEVATION.
On Frame Notes, an-frameniered units
(oared ants he,, franc= remain In
ASCE 7-10
Design
Wind Pressures for C&C (PSF)
prRpofo&C Saoda=n)
wind speed:
160
160
180
Zonei
-3e.2
J6.2
48.3
zonez
.62.e
-52.8
-79n
Zone
1 -94.2
1
1-94.2
-779.3
RoofO erharg)EA=10)
zone2 -79.9
-79.9
-1m.1
Zone 1 -134.4
1
1 -134.4
1-t70.1
P.r-wallc&CIoad,Wdwa&000MEA=1o)
zones
a2.91
42.9
1
1sn.3
Zones
1 42.9
1
1 42.9
1
1sa.3
Zones
1 46.4
1
1 46.4
1
1-58.8
Zones
1 .57.3
1
1 .57.3
1
1-72.5
Paah-(EA=20,Maln)(EA=1a, Ease)
Main Zone
-50.5
1
1 .50.5
1
fi4.0
Zone
-75.e
-75.8
-95.9
Zone3
-106.6
1 .106.5
-134.8
Eave Zane i
Zone2
4u.3
.99.3
id
-125.6
Zone
-99.3
-153.4
-194.2
Mace) are United to 160 Inch Nlt> and
mo,-,svot,ol d Ion pressures onto.
or and o over
El,LED
0esllin pressums(DP) appymyfmwlnd speeds >114mph.Seeapproprele Risk Cs(Teble.
Whtls sh Table Hesperus Unrolls 3Sec.Guns per ASCE 7-10
Peed
Whtlow and Oaa OP reUrgs must meetoreated those Ilsted above to
Zone5(witin 4Roteacorned, err Zone4 marloq,tardesiredwind speed.
1Aa eUtt) tln ,aura v to on -frame
Cut)
wMSs,
i. Designs per the Florida Building Code in effect at time of production.
2. Reserved
3. Reserved.
4. Occupancy is Residential (R-3)
5. Construction is type V-B.
6. Occupant load is based upon one person far each 200 mg ft of floor area.
7. Floe Live Load = 40 p.sf.
8. Roof Live Load = 20 p.s.f.
9. Wend speed - See details in this approved package far specifics.
11. All materials covered by the Florida Budding Commission chapter 61 G20-3.006 miss shall have current Florida Product Approvals.
11 75% of all permanently installed lighting fixtures shall have high efficacy lamps
14. Unless specifically noted on the approved plans and details, this building is NOT designed (nor intended) to be located in "High Velocity
Hurricane Zones" (Dade and Broword Counties).
It is the respossibiity of the contractor and/or retailer to verify that each home is installed in the region for which it has been designed
and constructed and that NO hone is installed into "High Velocity Hurricane Zones (Dade or Broad county). This modular building may
be sited in "Regulatory Flood Plain Areas" and/err 'V-Zone Areas only when the foundation has been designed, engineered and constructed
to comply with the Florida Budding Codes governing those specific zones, areas or regions No part of the modulo budding may be placed
below base flood elevation. Prim Harbor Homes and its third party approval agency(s), along with the architect and/or the engineer of the
building plans, shall not be held responsible or liable, if a contractor and/or retailer installs a home into a region for which it has not been
designed and/or constructed. The contractor and/or retailer shall bear sole responsibility.
15. Data plate, stale labd shall be located an the inside cover of a near the electrical panel.
16. Raised seal prints are an He in the office of HWC, Inc.
17. Plan review and inspection required by Chapter 633 F.S. to be handled by local fire Inspector.
18. This building is designed for a permanent foundation and is NOT intended to be moved once so installed.
19. These plans may be mirrored or flipped about any axis without reapproval,
MCUIUIIWI I1ULQ - rOb Jm LUIIHAs1 LZU191 K[.NUCtl118L
1. AI soy air registers are adjustable, except where others'se rallied on the plain
2 Whole house ventilation will be applied based on FBCR, R303.4 & M1507.3
3 Restroan salt furs shad parade 50 chin m'rimum of wnBatim.
4. Vent fens shall be di ded to the elaior of home.
5. Reserved
6. All ducts end duct system campol Installed 'in the attic area 4 InWoo we a minimum R-moue of R-6.0 (bored on slolated performance method of compliance).
7. ALL ducts and duct system components hstalled on the exterior of the budding (including the Coal space bdawj, shall have a minimum R-wine of R-60. NoTuf this
buidng b bated to a jimdclion hot has adopted he adrlmce for RADON REVANT COA M OON. RULE 6e-67, FLORIDA STANIE 553R lebm air ducts and plenums shelf be not be
boded In We ar l spaces
Attention Local Building Inspections Department:
The following items have not been completed by the manufacturer, have not been Inspected by HW'C and are not certified
by the State of Florida, Department of Business & Professional Regulations Insignia (label). Note: This list does not
necessarily limit the Items, work and/or materials that may be required for a complete installation. ALL SITE INSTALLED
ITEMS ARE SUBJECT TO APPROVAL BY THE LOCAL JURISDICTION HAVING AUTHORITY. Code compliance for those site
installed items shall be determined at the local level and are the responsibility of the licensed contractor installing the
building and NOT Palm Harbor Homes.
Plumbing SWems - FBc 5th IminoN tame Riming
1. All systems shall be constructed with the materials listed in FBC,
Residential - Plumbing with
materials listed in chapters 25 through 33.
2. DWV systems may be ASS OR PVC piping.
3. Tub access provided under home, unless otherwise noted.
4. Building drain and clean -outs, when designed and site Installed by others,
are subject to local jurisdiction approval.
5. Water heater shall have a safety pan with 3/4 inch minimum drain to
the exterior.
6. Water heater T & P relief valve to drain to exterior.
7. Thermal Expansion device, if required by water healer installation
instructions, and if NOT shown on the approved plumbing plan, shall be
designed and installed on -site, by others and is subject to local approval.
8. All plumbing fixtures to have separate shutoff valves.
9. Shutoff valve to be installed within three feet of the fresh water inlet to
the home (site installed, by others).
10. Water supply pipes installed in a wall exposed to the exterior shall be
located an the heated side of the wall insulation. Water lines located in
unconditioned spaces to be insulated with minimum R-6.5 insulation.
11. Water supply lines shall be PEN, polybutyfene, CPVC or copper.
12. ALL supply crossover piping to be connected on -site by others.
13. Shower stalls shall be covered with a nonabsorbent material to a height
of 70 inches above finished floor (may be on -site).
14. Showers shall be controlled by an approved mixing valve with a maximum
outlet temperature of 120' F (49' C).
15. ALL on -site plumbing shall be installed by a licensed plumbing
contractor. ALL on -site plumbing is subject to inspection and approval by
the local authority having jurisdiction.
16. Water hammer arrestors are required when flow velocity will cause water
hammer.
17, Provide heat traps if required per FLORIDA ENERGY CODE 403.4.3.
Site Installed Items:
(This list contains examples and shall not be considered all inclusive)
1. The complete foundation and tie -down systems.
2. Ramps, stairs and general access to the building.
3. Building drains, dean -outs and hookup to the plumbing system.
4. Any portable fire extinguisher(s) that may be required.
5. Electrical service hookup (including feeders) to the building.
6. The main electrical panel and sub -feeders (multi -section units).
7. Structural and aesthetic interconnections between modules (multi -section units).
8. Exterior siding and/or roofing may be installed in the today a left off to be
installed on -site, brothers.
9. Exterior wall finish and soffit materials
10. Window protection, stone shutters.
11. Bottom of floor wind protection (when required).
12. Crossover duct and connections (HVAC).
13. HVAC disconnect.
14. Fireplace chimney.
15. Gable all framing, chimney.
16. HVAC equipment.
17. Combustion Gas Venting, Combustion Air Intake.
I& A.A.V. ( Air Admittance Valves)
19. Optional elevator is designed and installed an site by others.
Some of these items may be installed in the factory at the discretion of plant
management. If the items are installed and inspected at the production facility, then
local approval is not required.
Site module interconnections
See NOUNDEXED attached pages:
1. For floc mating line structural Interconnections see attached page: IM.01
2. For endwall mating line structural interconnections we attached page: IM.02
3. Fa roof fixed truss mating line structural interconnections see attached page: IM.03
4. For roof hinged truss mating line structural interconnections see attached page: IM.04
(If applicable)
5. Fa roof hinged tmss gable end structural interconnections see attached page: IM.05
(If applicable)
6. For 2-story module interconnections see attached page: IM.06 (If applicable)
CODE SUMMARY
STATE: FLORIDA
FBC 5th EDITION (2014)
RESIDENTIAL W/2016
Supplements
ELECTRICAL:
2011 N.E.C.
MECHANICAL:
FBC 5th EDITION (2014)
RESIDENTIAL W/2016
PLUMBING:
FBC 5th EDITION (2014)
RESIDENTIAL W/2016
Supplements
ENERGY:
FBC 5th EDITION (2014)
RESIDENTIAL W/2016
Supplements
FIRE PREVENTION:
2014 FFPC
5th Edition FL. FIRE
PREVENTION
FUEL:
FBC 5th EDITION (2014)
RESIDENTIAL W/2016
ACCESSIBILITY:
SIBILITY W/2016
Supplements
I Approximate Square Footage of Building: I
(see table on A0.02)
Florida product approvals
are on file with third
party.
These details and plans we confidential and
proprietary materials. These materials are prodded
to the recipient fa specific purposes and shdl not
be copled or otherwise reproduced and/or distributed
to others fa any purpose other than intended by
Palm Harbor, PC. Buildings may be marketed under
the 'Palm Harbor Hanes', 'Nationwide Homes', or
'Dlscovuy Custom Hanes" brand names. Nationwide
Homes and Discovery Custom Homes are dldskins of
Palm Harbor Hanes, Inc.
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Hilbom,Werner,Carter
and Associates(HWC)
1627 South Myrtle Ave
Clearwater. FL. 33766
LISTING AGENCY APPROVAL
These Mmm comply em Me FbMa
Manu(edure Cod. nor eMese>B
Loomincueu e: Cod. end aalwreroMa
rollwlns wain:
CONST. TYPE VB
OCCUPANCY R-'
ALLOWABLE NO.
OF FLOORS 1_
WIND VELOCIV1Sp�' EC)
FIRE RATING OF
Ex7. WALLS 0
PLAN NO. 210
ALLOW. FLOOR
LOAD 12
40
APPROVAL DATE 12
MANUFACTURER PHII_
HIGH VELOCITY
HURRICANEZONE NO
LL
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General Notes:
1. The building may be constructed in an exact mirror image
about its axis without any re -approval of the plans (building
may be "flipped" side to side and/or front to rear),
2. Optional. horizon windows may be added at any location without
re -approval, The energy calculations shall be revised to
include the added horizon windows
3. Minimum corridor width is 36'.
4. All glazing within a 24 inch arc of doors, whose bottom edge
is less than 60 inches above the floor, and all glazing in
doors shall be tempered or acrylic plastic sheet,
5. Shearwalls are designed either worst case or plan specific.
When designed to worst case, shearwalls are designed with
sidewalk @ 108' height and 6-12 roof pitch. When shearwalls
are designed plan specific, see floorplan (typically page ALICID
for sidewall and roof pitch limitations.
6. Please refer to the code sheet of this package for
additional notes and requirements,See shear wall notes and
shearwall tables for shear wall construction requirements.
7. Exterior walls are no more than 9'-0" max unless otherwise
noted.
8. When roof construction is cathedral ceilings, attic access
shown on the plans are not required when the dimension
between chord members is less than 30",
9. When designing your own foundation, add 2" to overall width
shown on floor plan per module to accommodate growth from
sheathing and strapping.
10, Sidewalk are 4" or 6" up to 150 mph (Ult). Sidewalk are 6" for
winds above 150 mph (Ult).
6. Nationwide homes is a division of Palm Harbor Homes, Any
construction in this unit not included in this package must
be done in accordance with the Palm Harbor Homes of Florida
Manual..
7, Unless otherwise indicated on truss design, trusses spaced
per chart:
Vult (mph)
XI
TRUSS SPACING
FN
NOTE: 'MNDOWS & DOORS MUST BE RATED FOR
APPLICABLE MIND PRESSURES PER CHARTS ON CODE
SHEET (Typically AO.01)
Kinro / CWS Window Chart
Size
Square Foot Light
Square Foot Vent.
20X22 TRAP
2.5
0
24x36
4.3
2.15
24XGO
7.69
3.84
24X12
2.070
0.00
36x60
12.20
6.14
36x12
2.17
0.00
30x6O
9.95
5.03
30x36
5.55
2,76
30x12
1,75
0.00
14x36
2.48
1.30
16x40
3.54
1.86
30x42
6.55
0100
64x12
4.90
5.20
46x12
3,26
0.00
48X12
3.40
0.00
48X72
22.36
0.00
46X36
8.96
4.21
54X40
12.42
6.80
Door Chart
Size
Square Foot Light
Square Foot Vent
36x80 Atrium
9.00
0.00
36x80 Door
4.90
0.00
72x80 S,G.D.
32.18
16,33
76X80 Dbl. French
8.12
0100
36x80 Single French
4.00
0.00
See Page S0.01 for Shear Wall Notes.
See Shearwall Tables on other page in this package.
Indicates Shear Wall Locations.
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LISTING AGENCY APPROVAL
These tints wmply wM to Flowo
Menufedumd Building A&of 1079
O"norvOtl n Gone oM eto,o rote
Wuowtgcftft:
CONST. TYPE VB
OCCUPANCY R_]
ALLOWABLE NO.
OFFLOORS 1
WINO VELOCITY 160 ULU SEC)
FIRE RATMG OF
EX .WALLS 0
PLAN NO. 210
ALLOW. FL000.LOAD /mil
AFPROVAL DATE 2'(-'I%
MANUFACNRER PHH
HIGH VELOCm
HURRICANEZONE NO
Buildin S uare Footage Table
o
:
SQUARE FOOTAGE BREAKDOWN FOR PROJECT
Z
N
CID
. _ _ - _ _ _ _ _I_ _ _ _ _
DESCRIPTION_ AREA Sq..Ft.} PERIMETER (Ft.)
O
�
O
o
5
N
_
SF -i
PORCH SQUARE FEE 65.3
Z)
a
0
N
_16 .00 _ _ _
SQUARE FEET A.C. 148 .36 SF'-i'_ 168:9
0
)
E
Total Pro iect� 1641.36 SF-� 234.2
0
1
N
Em
5
0
Porch may be built In 2'
Increments up to 10'-0".
NOTE. THIS PORCH CONFIGURATION MAY
BE BUILT AS A 1/2- PORCH ALSO .IT IS ------- ----------
THE REASONABIUTY OF THE SITE - 30fi0 -- 3060
CONTRACTOR TO VERIFY PORCH OPTIONS OPTIONAL 50'-6j^ OPTIONAL 37-4r
2'-0" to 66' w/ Opt.
c," naf
Closet with Opt Bedroom 3
-------------
4880___L_�y
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Hilborn, Werner,Carter
and Associates(HWC)
1627 South Myrtle Ave
Clearwater, FL. 33756
hate:
LISTING AGENCY APPROVAL
TM1eeeplebwmPly Ad
1979
Ca.. WreE Bultlln9 AW IX1BI9
ConaWclbn C. ane ael,are btln
lollowing cMerla:
CONST. TYPE Ve
OCCUPANCY
ALLOWABLE NO.
OFFLOORS I
WINO VELOCITY I60 ULTISSEC)
FIRE RATING OF
EXT. WALLS _p_
PLAN NO. 2102-0]6]F
ALLOW. FLOOR
LOAD 40
APPROVAL DATE
MANUFACTURER PHR
HIGH VELOCITY
HURRICArN5ZZOrNEE NO
{Y W MUR 261 3
LL
r
ch
Std. 6"
apt. 12 rr Eave:
VENTED
Notes
1. Roof ventilation may be accomplis�ed through the use of either ventilated eaves, roof vents o
ventilation. Either or all of these methods may also be used separately or in combination to
the minimum required roof ventilation of Y150 OR y300r see Florida Energy Calculations.
2. Roof overhang (eave) sizes may vary. Roof overhangs are typically a nominal 12" eave or
approximately 11 1/4" wide.
3. Bath exhaust fans (ventilated air) shall exhaust directly to the exterior of the home and shall
exhaust into the roof and/or other concealed cavity or area.
4. The elevations shown above are typical and may vary due to optional and/or custom features
specific customer requests.
5. Siding may be approved vinyl or cementious and either vertical or horizontal per manufacture's
instructions.
6. Steps and handrails are installed onsite by others or at the factory at the factory's discretion.
7. If window sills are greater than 72" from grade and less than 24" above finish floor, builder is
responsible for providing and installing window guards.
8. Exterior doors are fiberglass unless otherwise noted on the plans.
9. When shingles are installed, they are fiberglass, wind resistance: D3161 "Class F" — resistance
"CLASS A".
10. Windows are Low—E, insulated.
r
I VUINUH IWIN UL I/VLJ
ridge AND SPECIFICATIONS
provide FOR FOUNDATION
FF = FINISHED FLOOR HEIGHT(S).
FC = FINISHED CEILING
not UC = UNIT INTERCONNECTION
or
to fire:
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Hilborn, Werner,Carter
and ASSOCIates(HWC)
1627 South Myrtle Ave
Clearwater, FL. 33756
LISTING AGENCY APPROVAL
Theea pins ca,0, MN Me Fbpe
Menubciuded BeN, Mof 1979
Cone4wlbn CW a and atlhere W Me
folb ln9 <dlala
CONST.T PE VI
OCCUPANCY R-
ALLOWASLENO.
OF FLOORS _1_
WINO VELOCITY 180 ULTl9 SEC)
FIRE RATING OF
EXT. WALLS 0
PLAN NO. 2192-12 F
ALLOW. FLOOR
LOAD 4D
APPROVAL DATE 26' i
MANUFACNRER PHH
HIGH VELOCU Y
HURRICANEZONE NO
ILL!I Q0
J C0
w M
Of O 'a N
K fy O
a - N
F- d
Z
LL N
Std. 6"
Opt. 12 " OVI
F.C. —
F.F.— —
FF = FINISHED FLOOR
FC = FINISHED CEILING
UC = UNIT INTERCONNEC
MI�
rM C.
F.
If)IOD
I
i�
F.F.
X = SEE SITE BUILDER'S
FOUNDATION DETAILS
AND SPECIFICATIONS - x
FOR FOUNDATION 1
HEIGHT(S). V—
Horizon Opt. Horizon
owa
x
Opt. Porch
May be up
to 10,
max.
Elevation
Opt. Porch
May be up
to 10,
max.
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Opt. 3Ox60
Opt. 30x6O
Notes:
1. Roof ventilation may be accomplished through the use of either ventilated eaves, roof vents or ridge ventilation. Either or all of these methods may also be used separately or in
combination to provide the minimum required roof ventilation of Y150 OR Y300, see Florida Energy Calculations.
2.
Roof overhang
(eave) sizes may vary. Roof overhangs are typically a nominal 12" eave
or approximately 11 1/4" wide.
3.
Bath exhaust
fans (ventilated air) shall exhaust directly to the exterior of the home
and shall not exhaust into the roof and/or other concealed cavity or area.
4.
The elevations
shown above are typical and may vary due to optional and/or custom
features or specific customer requests.
5.
Siding may be
approved vinyl or cementious and either vertical or horizontal per manufacture's
instructions.
6.
Steps and handrails
are installed onsite by others or at the factory at the factory's
discretion.
7.
If window sills
are greater than 72" from grade and less than 24" above finish floor,
builder is responsible for providing and installing window guards.
8.
Exterior doors
are fiberglass unless otherwise noted on the plans.
9.
When shingles
are installed, they are fiberglass, wind resistance: D3161 "Class F" —
resistance to fire: "CLASS A".
10.
Windows are Low—E,
insulated.
:^
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Hilborn, Werner,Carter
and Associates(HWC)
1627 South Myrtle Ave
Clearwater, FL. 33756
LISTING AGENCY APPROVAL
These Pdnta wmPlY'A11h the Florida
MenukcWred Building AA of 1979
Conawctlon Coda and adhere 1oh e
h, o ing cMena:
CONST. TYPE ve
OCCUPANCY RR=3
ALLMABIE NO.
OF FLOORS
WIND VELOCITY 160 ULT135EC)
FIRERATINGOF
EXT. WALLS 0
PI -AN NO. 2102.1367F
ALLOW. FLOOR
LOAD 0
APPROVAL DATE C
MANUFACTURER PHH
HIGH VELOCTY
HURRICANE ZONE NO
rn
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Std. 6"
opt. 12 " Eaves
VENTED SOFFIT
i
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-----------------------
'
Opt. S.G.D. NOTE. THIS PORCH CONFIGURATION MAY BE BUILT AS A
1/2" PORCH ALSO .IT IS THE REASONABILITY OF THE
Notes:
; SITE CONTRACTOR TO VERIFY PORCH OPTIONS
1.
Roof ventilation may be accomplished through the use of either ventilated eaves, roof vents or
ridge
ventilation. Either or all of these methods may also be used separately or in combination to
provide
the minimum required roof ventilation of Y150 OR Y3oo, see Florida Energy Calculations.
2.
Roof overhang (eave) sizes may vary. Roof overhangs are typically a nominal 12" eave or
approximately 11 1/4" wide.
3.
Bath exhaust fans (ventilated air) shall exhaust directly to the exterior of the home and shall
not
exhaust into the roof and/or other concealed cavity or area.
4.
The elevations shown above are typical and may vary due to optional and/or custom features
or
specific customer requests.
5.
Siding may be approved vinyl or cementious and either vertical or horizontal per manufacture's
instructions.
6.
Steps and handrails are installed onsite by others or at the factory at the factory's discretion.
7.
If window sills are greater than 72" from grade and less than 24" above finish floor, builder is
responsible for providing and installing window guards.
8.
Exterior doors are fiberglass unless otherwise noted on the plans.
9.
When shingles are installed, they are fiberglass, wind resistance: D3161 "Class F" — resistance
to fire:
"CLASS A".
10.
Windows are Low—E, insulated.
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33756
LISTING AGENCY APPROVAL
These pdmp wmplywM mt FIFWa
Manufactured BuIICInp Aad 1979
CanewNon Coat end.1n 1 rose
lb m h, omen.:
CONST. TTPE VB
OCCUPANCY Ri
ALLOWABLE NO.
OF FLOORS 1
WIND VELOCITY 160 JLT(3 SEC)
FIRE RATING OF
EM. WALLS _0
PLANNO. 21g2,1'�7F
ALLOW. FLOOR
LOAD 40
APPROVP DATE 4•(A'I%
MANUFACTURER PHfl
XI( VELOCM
HURRICANEZONE NO
N
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ALL FOUNDATION SPECIFICATIONS ARE TYPICAL AND DESIGNED AND CONSTRUCTED ON SITE BY OTHERS
'1Y� fir,
OM
Of M
24m"r
O LL
E y �
a
LO
Lan
3
E
0
CL ° d
.16
m 2
Hilbom,Werner,Carter
and Associates(HWC)
1627 South Myrtle Ave
Clearwater, FL. 33756
LISTING AGENCY APPROVAL
TamealnScnnPlyx t HwMe
MenufecWred 801din9 Ad of 1979
Conawcwn Code and Adhere W Me
.1d, cdleda:
CONST.TYFE V9
OCCUPANCY R3
ALLOWABLE NO.
OF FLOORS 1
WINOVELOCRY160 ULT(yS1' C)
FIRE RATING OF
EAR. WALLS 0
PLAN NO. 1W--]3]
ALLOW. FLOOR
LOAD ao
APPROVAL DATE 2"L17
MANUFACTURER PHH
HIGHVELOC"
HURRICANE ZONE NO
O I I.L.
H O
U r
0) O ° N
coO_
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Typical Foundation System
1a. Concrete runner and piers
2a Pressure treated sill plate blocking as required
3a. Termite Shield around full perimeter
4a/5a Pier support and footers ® columns
6a Concrete pad and piers
7a Termite shield around full perimeter
8a Lags/washers Q I—beam to joists (factory installed)
9a Main Frame I—beam
10a Factory outriggers
11a Factory cross members
12a 6—mill poly
13a Double head J—anchors along each sidewall footer
14a Double head J—anchors at centerline column footers for
large openings
Floor System
Floor Joists
1b.
Single rim joist — opt. double.
2b
Floor joists:
Up to 164" unit width, 2x6 #2
S.P.F. 16" O.C. max. or
2x8 #2 S.P.F. ® 24" O.C., 165"
up to 180" unit width, 2x8
#2
S.P.F. 24" O.C., Up to 186" unit
width, 2x8 #2 S.P.F. 16"
O.C.
max
3b.
Insulated duct — sized per manual
D
4b.
Insulated, fiberglass duct board
51b.
Drain lines, see model layout for
material types and sizes
6b.
PEX water distribution system —
see model layout for
sizing
7b.
Floor insulation, fiberglass butts
or blanket, cellulose, or
foam
— see Energy Calculations for R—value
8b. Floor sheathing — OSB or Plywood, 5/a' or 3/4".
9b. Floor covering — vinyl, carpet, wood laminate, or ceramic
tile
10b. Bottom board vapor and air barrier
Exterior wall
1c. Y2" or %" gypsum, painted or vinyl clad
2c. Min. 2x4 bottom plate, 2x6 optional
3c. 2x4 wall studs, optional 2x6
4c. Double top plate on 2x4 walls, single top plate 2x6 walls
5c. Opening headers
6c. Insulation per approved calculations with model package
7c. Windows and doors
8c. Rated sheathing
9c. Exterior siding — vertical or horizontal cementious, or
vertical or
horizontal vinyl — requires weather —resistive (house wrap)
10c Vapor barrier, may be omitted with foam insulation
Interior walls
1d Y2" or 3/a' gypsum, pointed or vinyl clad
2d Min. 2x3 bottom plate
3d Min. 2x3 wall studs
4d Min. 2x3 top plates
5d Opening header when required
Roof System
1 e. Soffit
2e. Fascia
3e. Y2" high strength gypsum or approved suspended ceiling
material.
4e. Engineered trusses spaced per truss and model design or
factory taper —cut trusses
5e. Optional overhead ducts
6e. Shingles or ribbed metal over OSB roof sheathing
7e. Truss rim rail
8e. Insulation per approved calculations with model package
9e Minimum 1x6 sub —fascia.
10e Ridge beam
3 Layer Beam
4 Layer Beam
Open Beam
LVL or LSL
11e Upper Roof Vent Handle as:
Vented Ridge cap (as shown)
Roof caps
Marriage Wall
If 1 /2" gypsum —
Factory finished or finished on site:
Alternate Drywall: Vinyl covered gypsum.
2f Min. 2x3 Bottom plate
3f Min. 2x3 Wall stud
4f Min. 2x3 top plate
ALL FOUNDATION SPECIFICATIONS ARE TYPICAL AND DESIGNED AND CONSTRUCTED ON SITE BY OTHERS
5f Window or door header
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LISTING
XIniaa mmdCatd APPROVAL
ManU% WrO BUlmmg M a 1979
Conal ut Coda and adhere m Iha
I.H.M., 7"a":
CONST. TWE VB
OCCUPANCY R-3
ALLOWASIf NO.
OF FLOORS 1
WINO VELOCTY 160ULT(3 SEC)
FIRE RATING OF
E .WALLS U
PLAN NO. ' 1L Ot 3-i 7F
ALLOW. FLOOR
LOAD �'
APPROVAL DATE 7L6_1 7
MANUFACTURER PHH
HIGH VELOCITY
HURRICMIE ZONE I40
N
W
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O M
F- N
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GENERAL ELECTRICAL NOTESI
1, Exterior receptacles outlets shall be weather resistant, g€I protected and Installed with covers approved
for outdoor Installation,
2, Cross over connection between modules Is accomplished by wing 'amp' wire connectors, supplied by connector
manufacturer,
3. All electrical components must be u,l, approved and Installed per listing and manufacturers's installation
instructions,
4, Smoke alarms are Interconnected for simultaneous activation with battery backup, All smoke alarms are
equipped with a 'hush button' feature.
5. All 125 volt, single phase, 15 and 20 ampere receptacles serving countertop surfaces in kitchen area to have
ground -fault circuit interrupter protection for personnel,
6. All wiring is rim -cable unless otherwise noted.
7. All bath exhaust fans must exhaust directlyy to the exterior.
8. Additional outlets and lights may be added (in addition to those shown on the approved details) without
re -approval,
9. All general purpose outlets are required to be on arc -fault circuits, except kitchen and bathrooms,
10, Boxes used at fixtures in the ceiling must be rated for a minimum of 50 pounds, When lights are installed on
the wall, the box must to be listed for that purpose and list Its weight capacity, if less than 50 pounds,
fixtures weighing more than 50 pounds will be supported Independently of the box,
11. Egress path must be maintained to the panel box.
12, Tamper resistant recepts must be installed In kitchens, family rooms, dining rooms, living rooms, parlors,
libraries, dens, sunrooms, bedrooms, recreation rooms, or similar rooms, or areas of a dill unit,
13. Exterior recepts are required at every balcony, deck, and porch regardless of where it Is on the building.
The recept is not required If the balcony, deck, or porch is less than 20 s,f„
14. ALL circuits and equipment shall be Installed and grounded in accordance with the appropriate articles of the
National Electrical Code (NEC) that Is adopted by the State of Florida, at the time of construction of the
building,
15, When light fixtures are Installed in closets, they shall be surface mounted or recessed. Incandescent
fixtures shall have completely enclosed lamps. Surface mounted Incandescent fixtures shall have a minimum
clearance of 12 Inches and all other fixtures shall have a minimum clearance of 6 Inches from any 'storage
area' as defined by NEC 410.2.
16. When water heaters are Installed, they, shall be provided with readily accessible disconnects adjacent to the
water heaters served. The branch circuit switch OR circuit breaker shall be permitted to be as the
disconnecting means only where the switch OR circuit breaker is within sight of the water heater OR Is capable
of being locked in the open position. When water heaters are not installed at the factory, the means of
disconnect shall be designed and Installed on -site, by others.
17. HVAC shall be provided with readily accessible disconnects (Installed on -site, by others) adjacent to the
equlpment being served, A unit switch with a marked 'OFF' position that is part of the HVAC equipment and
disconnects ALL ungrounded conductors shall be permitted to to be as the disconnecting means where other
disconnecting means are also provided by a readily accessible circuit breaker.
18, When the main electrical service panel is not Installed at the factory, the main electrical panel and feeders
are to be designed by others, site installed and subject to local jurisdiction approval,
19. ALL circuits crossing over module marriage line(s), shall be site connected with approved accessible junction
boxes OR cable connectors.
20, ALL receptacles installed in wet locations (exterior) shall have a weather proof (wp), the Integrity of which Is
not effected when an attachment plug cap is Inserted or removed,
21. Ceiling fans shall be 80 Inches minimum, from the bottom of the blades to the finished floor,
22, ALL electrical components shall be U,L, Listed and Installed In accordance with that listing,
23, Receptacles Intended to service bathroom lavatories shall not be located more than 36' away from said
lavatory,
24, Breakers and wire sizing may be changed If optional or custom appliances or devices are installed in the
building, ALL breakers and wiring shall be sized in accordance with applicable sections of the N,E.C,
25, Switches, receptacles, and other fixtures or devices may be relocated from the locations shown on the
approved details due to construction restraints, ALL locations shall comply with applicable sections of the N,E,C,
26, Refer to the code sheet for additional electrical notes.
27, All 3-way switches are to be wired using 14-3 wire unless otherwise noted on plan,
28. Communication ports are typically not shown on approved plans but are required to be installed per NEC
800.156, At management's discretion, they may either be Installed In the factory or on site by others, When
Installed on site, the location and Installation are the responsibility of the builder.
29. 75% of all permanently installed lighting fixtures shall have high efficacy lamps
Cr
GENERAL LIGHTING
1i;N
MAIN PANEL BOX
$
SWITCH
$3
3-WAY SNITCH
®
EXHAUST-CEIL'G FAN
a
UNDER CABINET LIGHT
SMALL APPLIANCE
WALL MOUNTED FIXTURE
V
PHONE
*
CABLE PREP
HEAT TAPE RECEPT
USB CHARGINaS=nON /
GFI PROTECTED
CEILING MOUNTED FIXTURE
ReCE55
RECESSED FLUORESCENT
SURFACE FLUORESCENT
RECESSED LIGHT
LIGHTED EXHAUST FAN
220V APPLIANCED
RECESSED CAN LIGHT
CEILING FAN OR
CEILING FAN PREP
CEILING FAN/UGHT OR
CEILING FAN/UGHT PREP
SMOKE ALARM
P
PENDANT LIGHT
C q�
CARBT
�
LED LIGHT CEILING MOUNTED
D FIXTUREDOOR
WHOLE FAN
@
SMOKEDETECTOR/
SURFS �T FOR AUOU�
CHIME BOX (WIRELESS)
®
24'ESUR ACEAFLWRESCIENT
�
FLOOD UGHTEPREP
FACTORY WIRED CABLE. PHONE, NETWORK, 15/20 AMP RECEPTACLE.
MAIN BREAKER
NEC — 2011 L 200 AMP
(AF) =ARC FAULT
AMP,,. -'DESCRIPTION
CIR.
PANEL
CIR.
DESCRIPTION
AMP.
NO.
SPACE
NO.
SIR
IZE
PER
*
*
PER
MFG
WATER HEALER
(45DOW/24OV)
1
2
RANGE OR OVEN
MFG_
20
12-2•
APPLIANCE
3
4(AF)
GEN. LIGHTING
15
14-2a '
20
12-2•
APPLIANCE
5
*
6(AF)
GEN. LIGHTING
15
14-2•
20
12-2•
APPUANCE
7(AF)
**
8(AF)
GEN. UGHTING
15
14-2•
20
12-2•
APPLIANCE (SPARE)
RCAF)
10(AF)
GEN. LIGHTING
15
14-2•
15
14-2•
OPT. D.W.
11
12
BATH G.F.I.
20
12-2•
20
12-2•
LAUNDRY
13
14
ELECTRIC
HEAT-A/C,30
PER
MFG
#
*
2
10-3•
CLOTHES
15
16
COOK -TOP
PER
MFG
POLE
DRYER
15
14-2•
OPT. DISPOSAL
17
20
12-2•
OPT. FREEZER
19
Xe
**
18(AF)
SMOKE ALARMS
15
14-3•
15
14-2•
OPT JACUZZI G.F.I.
21
4`
20
EXTERIOR GFI
20
12-2•
20
12-2•
OPT MICROWAVE
23
24(AF)
SPARE
15
14-2-
YFG
PEII MF
OPT CONDENSER
25
28(AF)
SPARE
15
14-2"
z0
1z-z•
oPna+u
ELEVATOR
z7
#
PULE
SERIAL NUMBER:
MODEL NUMBER:
NA
BLOCK
SEE TITLE
GENERAL LOADS VA KVA
TOTAL UNIT A.C. SQUARE FEET
1 1,481
1 4,443
4.4
NO. OF 20-AMP APPLIANCE OUTLETCIRCUITS
1 3
1 4,500
1 4.5
LAUNDRY CIRCUIT
1 1
1 1,500
1 1.5
SUBTOTAL 10,443 10.443
NAME PLATE RATINGS
RANGE
1
8,000
8.0
WATER HEATER
1
5,500M15
DISH WASHER
1
1,400
CLOTHES DRYER
1
5,000
GARBAGE DISPOSAL
1
1,500
COOK TOP
0
0
WALL OVEN
0
0
MICROWAVE
1
1,500
OPT FREEZER
1
1,500
JACUZZI
1
1,500
1.5
ELEVATOR
0
0
0.0
H.
RESERVED
0
0
RESERVED
0
0
0.0
RESERVED
0
0
0.0
SUBTOTAL 25,900 25.9
TOTAL GENERAL & NAME PLATE 36,343 Au
FIRST 10 KVA AT 100%
1 10,050
1 10.0
RAMAINDE R AT 40 %
10,537
10.5
WORST CASE HVAC AT 100%(ASSUMED)
1 1
1 15,800
15.8
NOTE: LOCAL SITE ELECTRIC/HV C CONTRACTOR
TO VERIFY
ADEQUACY
OF
HVAC ELECTRICAL LOAD IN PANEL CALCULATIONS.
TOTAL PANEL BOX LOAD 1 1 36,337 1 36.3
MINIMUM PANEL BOX AMPERAGESIZE 36,3371240
SIZE AMP PANEL BOX INSTALLED 120/240 V, 10
MIN. NO. OF GENERAL LIGHTING CIRCUITS 1 .... 3
0 = O
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LISTING AGENCY APPROVAL
mesa Pnrtlsc nPly' Ne FIMa.
Mmuknnumd Building Atl N1819
O—Ixudbn Oode and.h. W Vre
rolloWng vpaft
CONST.TYPE VB
OCCUPANCY —R;3
ALLOWABLE NO.
OFFLOORS _L
WIND VELOCITY 151j1.11 T(3 SEC)
FIRE RATING OF
EX . WALLS 0_
PLAN NO. 2102-1367F
ALLOW. FLOOR
LOAD 40
APPROVALDATE 1'4'1-7
MANUFACTURER PHH
HIGH VELOCRY
HURRICANE ZONE NO
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OPT. MI 0 /) Folam Table
c. �.
-----------------
3 40 3 3 4 Lmwp 1 6
% 7 cF D/W #11 c T W/H Folding Table _ _ _ UJ . M a
Bath `' c��
(-� 1 16 L.N
LED RAN E N LED J I Utlilty� I 6 e Ls g cn
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LE4(itchen 4 I < o r
15 I Q am�LL
�s I i 4--- 4 —J 4 5 I --- =u =. ed o to o
T y�_J 6 —�I =o a �LLw Foyer I �� @
Dining �oom 6 j T L
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4 m� 4 �oI I I r� 3 cc
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6 3-Way w/I '. 1 6
i I , IOM U �I Door to M.Bath 6
I 1 Oati+ U j: v w L N
M W o N
On M
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3 x
Ir---------------- rJI ® ® L
_—______ DO
II II II rrI rI J1Eo Eg 8 ed�w 8do
FAN s i
BaIBr: -
10
8 I i Master Bedroom =
u.tomer.
II rn III Ovr Head
uyht std. II
rd Party
ht 10 P Hilborn,Werner,Carterw/oo-toomlyand Associates(HWC)10 OPT — 1627 South Myrtle Ave
J Den DPT Clearwater, FL. 33756
FAN fate:
�0 10 Bedroom 2 WIl ID LISTING AGENCYAPPROVAL
MaeGENy MaV T
Pt Bedroom#3 8 C..M.net.�W.0 oean CN,WB
NNNuneWide, A.°.,.W Un.
10 10 10 8 8 CONST.ZE VB
OCCUPANCY Ra
ALLOINABLE.C.
OF FLOORS
WIND VELOCITY teq_ULI=C)
FIRE RATING OF
EXT. WALLS 0
PLAN NO. 2102_1y367F
10 �1 0 LCIO .FLOOR 0
MANUFACTURER PHj—
ION VFLOCITY
HURRICANEZONE NO
-----------------
loll I
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LAVY
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VTR 11 All Pipe is 1 1/2" unless Otherwise Noted
45 ST EL
W.G. P_
STTYPlange� TLTL L ��� Tub Overflow
STT�
XLTL
mmv
�� ti
TM IF
.{-
DWV FITTINGS SCHEDULE_
QTY _ _ DescriLfion _
I rCleon Out 1-1/2"
27t6ean Out 3"
1 1 Double Elbow 3_
3--�Elbow 1 1/2" 90 Degree XLT
2_,Elbow 2" 90 Degree XLT_ —
2 LTTY 1-1/2"
2 JTY3"
3 ITTTY 3" x 3" x 1-1/2"
3" 1_41- Y x 3" x 2" _ _
1 ISTTY 3" x 3" x 2"
TTY � /J �.
XLTL j'- \ LAVY A.V.
XLTL
STTY
NOTES: DBL EL
1. ALL FITTINGS ARE THE SAME SIZE AS THE PIPE TO WHICH THEY ARE CONNECTED TL
2. DRAIN, WASTE & VENT PIPING SHALL BE ABS OR PVC SCHEDULE 40.
to sewer \- m. TTY . ; \z'
3. DRAIN PIPE SIZING SHALL BE SIZED IN ACCORDANCE WITH TABLE 3505.4.1.
4. INTERCONNECTION OF VENTS ABOVE CEILINGS SHALL BE MADE IN THE FACTORY WHERE PRACTICAL.'
sue\ LTTY,-i'
ax XLTL
5. BELOW FLOOR PLUMBING SHALL BE PROVIDED AND INSTALLED BY OTHERS AT SITE TO STATE AND LOCAL CODES.
6. CHANGE IN DIRECTION IN DRAINAGE PIPING SHALL BE MADE THROUGH THE APPROPRIATE USE OF SANITARY \ W. ���✓ \\
TEES, WYES, SWEEPS, BENDS OR BY A COMBINATION OF THESE FITTINGS. Flange
ti
LAVY
aA.V.
STTY
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tie Ave
33756
LISTING AGENCY APPROVAL
Theae prinb comgy vAN me FbMe
ManuM1CNrM ...n Aci Of t9]9
ConaWc cd .a ena e@iae roue
Idlcwln0 camas;
CONST.WPE VB
OCCUPANCY R41
ALLOWABLE NO.
OF FLOORS y
WIND VELOGW 166 UUaZC)
FIRE RATING OF
EXT. WALLS a
PLAN NO. 210
ALLOW. FLOOR
LOAD
APPROVALDATE '2'4L'1,
MANUFACTURER PHH
HIGH VELOCITY
HURRICANEZONE NO
7. DRAIN PIPING RAN HORIZONTALLY SHALL BE SUPPORTED A MIN. OF 4'-0" O.C.
LTTY' a
8. URINALS ARE 1 GALLON PER FLUSH
9. SHOWER HEADS ARE 2.5 GALLONS PER MINUTE OR LESS
M
p,i
10. FIELD INSTALLED DWV IS SHOWN FOR DEMONSTRATIVE PURPOSES ONLY. THE r +
o
�4p �'i"
INSTALLATION AND DESIGN OF ALL FIELD INSTALLED DWV IS THE
Z
5
a
RESPONSIBILITY OF THE PURCHASER.
a
E
cl
N
NOTE: ADD SHUT-OFF VALVE
PER P2903.9.2 AT THE W/H SUPPLY LINE
HOT COLD
T & P
3/4" LINE
1 1/2"IR GAP
c: q�� MIN. 1 1/2"
ABOVE PAN
INSTALL WATER HEATER PAN
NOTES:
KIT.
SINK
N
ICE
PREP
1/2 x 26"
3/4"
Inlet
i�
WATER V
HEATER
TUB SHWR
m
W.C. X
M0 ;
x ^ x
WASHER
LAVY " x
�
�4 x 21'K
3/4 x 5" M
3/4 x 2"
x 101"
LAVY
1.) WATER SUPPLY PIPING SHALL BE TYPE "L' COPPER, CPVC, CROSS LINKED POLYETHYLENE OR OTHER MATERIALS APPROVED FOR USAGE PER STATE AND LOCAL CODE.
2.) INTERCONNECTION OF SUPPLY PIPING BELOW FLOOR AND BETWEEN UNITS TO BE COMPLETED ON SITE BY OTHERS TO STATE AND LOCAL CODE.
LAVY
m
x 53"
u I rj 12
CD
d <O C t6
m M
�nN cE a3
>
ew
m
2 cn U
o a
°
Eoc
°CDs
EL
_oa
�
U
_
SHWR
w
Y
x W_C
3
1/2 27"
F
?
w
x
d
�
E
E
0
eater: —1
ustomer:
3.) EXTERIOR FAUCETS HOSE BIBS OR WALL HYDRANTS (WATER SUPPLY OUTLETS WITH HOSE THREADS) SHALL BE EQUIPPED WITH A VACUUM BREAKER, INSTALLED PER MANUFACTURER'S INSTALLATION
INSTRUCTIONS. EXTERIOR FAUCETS ARE INSTALLED BY OTHERS AT SITE.
4.) SHOWERS, BATH TUBS AND TUB/SHOWERS COMBINATIONS SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC MIXING OR COMBINATION PRESSURE BALANCE/
THERMOSTATIC MIXING WITH HIGH LIMIT STOPS THAT SHALL BE SET TO LIMIT WATER TEMPERATURE TO A MAXIMUM OF 120 DEGREES.
5.) MAIN SHUT OFF VALVE TO BE A FULL WAY VALVE PROVIDED AND INSTALLED BY OTHERS AT SITE.
6.) WATER HEATERS SHALL CONFORM TO THE ENERGY REQUIREMENTS OF THE APPLICABLE CODE.
7.) WATER HEATERS SHALL BE PROTECTED BY A SEPARATE PRESSURE -RELIEF VALVE AND SEPARATE TEMPERATURE -RELIEF VALVE OR A COMBINATION.
8) WATER HAMMER ARRESTORS ARE REQUIRED WHEN FLOW VELOCITY WILL CAUSE WATER HAMMER.
9) GAS OR ELECTRIC ON -DEMAND OR TANKLESS WATER HEATER MAY BE SUBSTITUTED WITHOUT REAPPROVAL HOWEVER, FLARES
(OR RESCHECK FOR NON-FLORIDA SUBMITTALS) SHALL BE REVISED TO REFLECT THE TANKLESS WATER HEATER.
10) DESIGN BASED ON 40 TO 49 PSI PRESSURE RANGE & MDL = 31.9 FT.
Hilborn, Werner,Carter
and Associates(HWC)
1627 South Myrtle Ave
Clearwater, FL. 33756
LISTING AGENCY APPROVAL
These prm6 compN Hitn Me Fl«Ida
Manutactumd 9uiNng 1"a 1979
Constmdron Code and ¢doers to Me
fsh—In9 F..Fa:
CONST. TYPE VB
OCCUPAN.Y R-3
ALLOWABLE NO.
OF FLOORS V
WINO VELOCm 1600 JLr3 SEC)
FIRE RATING OF
AX WALLS 0
PUN NO. 2102-13WF
ALLOW. FLOOR
LOAD 40
APPROVAL DATE 7."1�
MANUFACTURER PHH
HION VELOCITY
HURRICANEZONE NO
I LL
Lu UDD
N I
O r
J O
CL a
d N
rn a
o _
J s t
O w
U
OPT
p KIT.
SINK
N
\
ll
TUB SHWR WATER
HEATER
tD
x
x
i�
LAVY
N'
WASHER
m
x
0
x 101"
LAVY
LAVY
x x
N N
\ \ SHWR
X
x 53"
NOTES: 1/2 x 11'-6" / 4 x 21
1/2x51"/ \ \
1.) WATER SUPPLY PIPING SHALL BE TYPE I'L' COPPER, CPVC, CROSS LINKED POLYETHYLENE OR OTHER MATERIALS APPROVED FOR USAGE PER STATE AND LOCAL CODE.
2.) INTERCONNECTION OF SUPPLY PIPING BELOW FLOOR AND BETWEEN UNITS TO BE COMPLETED ON SITE BY OTHERS TO STATE AND LOCAL CODE.
3.) EXTERIOR FAUCETS HOSE BIBS OR WALL HYDRANTS (WATER SUPPLY OUTLETS WITH HOSE THREADS) SHALL BE EQUIPPED WITH A VACUUM BREAKER, INSTALLED PER MANUFACTURER'S INSTALLATION
INSTRUCTIONS. EXTERIOR FAUCETS ARE INSTALLED BY OTHERS AT SITE. 1
C so
C m
o Lh
K��P N ti f7
o oLL
LN=.�
I a U a LL ?
EN E
mr a =Ui
=o
° Eoc
m`°a
a
4.) SHOWERS, BATH TUBS AND TUB/SHOWERS COMBINATIONS SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC MIXING OR COMBINATION PRESSURE BALANCE/ Rea
ld rn,Weates(HWC)
THERMOSTATIC MIXING WITH HIGH LIMIT STOPS THAT SHALL BE SET TO LIMIT WATER TEMPERATURE TO A MAXIMUM OF 120 DEGREES. south Myrtle Aye
rwater, FL. 33756
5.) MAIN SHUT OFF VALVE TO BE A FULL WAY VALVE PROVIDED AND INSTALLED BY OTHERS AT SITE.
LISTING AGENCY APPROVAL
These prints comply Mai the Fiona
ManuranWea ewmmg AH or 1979
Conswceon Code and adhere In me
6.) WATER HEATERS SHALL CONFORM TO THE ENERGY REQUIREMENTS OF THE APPLICABLE CODE.
following shone'
CN.11P. ve
OCCUPANCY R_3
ALLOWABLENO.
OFFLO°RS 1
7.) WATER HEATERS SHALL BE PROTECTED BY A SEPARATE PRESSURE -RELIEF VALVE AND SEPARATE TEMPERATURE -RELIEF VALVE OR A COMBINATION.
WIND VELOC"10 BLT13 SEC)
FIRE RATING OF
EXT. WALLS 0
PLAN NO. 21U2-1357F
8) WATER HAMMER ARRESTORS ARE REQUIRED WHEN FLOW VELOCITY WILL CAUSE WATER HAMMER.
LOADW FLOOR 40
APPROVAL DATE Z' 41 ! }
MANUFACTURER PHH
9) GAS OR ELECTRIC ON -DEMAND OR TANKLESS WATER HEATER MAY BE SUBSTITUTED WITHOUT REAPPROVAL HOWEVER, FLARES
(OR RESCHECK FOR NON-FLORIDA SUBMITTALS) SHALL BE REVISED TO REFLECT THE TANKLESS WATER HEATER.
10) DESIGN BASED ON 40 TO 49 PSI PRESSURE RANGE & MDL = 31.9 FT.
HIGH VELOCITY
HURRICANE ZONE NO
NUR261 �Q
I LL
rn n
co
� o N
d a-
— N
U a
E
F 0 z i #
m N
om_n
j
Shear WallTable Notes Numbers shown in table column headings ( (1) through (9) for one story, (1) through (11) for 2 story ), correspond with note nunbersReferto floor
plans) for shear wall locations corresponding to alpha-rxameric designation in 1st column of table a1, Design Shear Values are based on the WFCM - 2001 Edition All values for DSV and fostering is based on S-P-F lumber, unless otherwise specified. = al
2, Indicates whether sheathing is required one side only with interior covering, or required both sides of wall with interior covering over sheathing d a
3 Nails may either be 6d Common (0,113x1 5/8) or 8d Common (Q131x 1 3/4), 8d nails yield better DSV's - pto�_
4, Edge /Field spacing. Edge fostering is into each fronting member When sheathing overlap onto rim jdst is not used and 2/12 shearwall sheathing Mfastening is required, it also requires double top and bottom plates. 5, Number and minimum length of each shear wall section within each end wall,
�;�m-6, indicates number of framing members required each end of each shear section Mrrmun framing as indicated in table header, _; t
7, indicates the number of rows of nails spaced @ 2" oc,, through the sheathing overlap onto the floor framing Wo a = Ln
& Alternatively, screws may be used at x/y, where x--number of rows and y--number of screws per foot for each row, Connection Is through the bottom W�° a 0 a
plate into floor joists with mirimium 2-1/2' penetration When double plates are required per Note (6), make sure to increase fastener length,
9. Top plate to rafter or ceiling joist is the spacing (inches o/c) with #8 screws or 0,131' diameter nails with 1-3/8' minimum penetration into receiving
member,
10. For 2 story on�lw The 2x , factory installed bearing plate at each end at the very top of the lower story must be fastened to the ceiling framing € �
with #10 x 3' screws spaced (inches on center) per table, Factory installed. Note column 10 is not displayed for one story or cape applications, Y
11, For 2 stories, on -site connection is required between the upper and lower story using #10x3' screws (toed), installed through the upper storyend W U, o
Jost into the lower story, factory installed 2x be plate of the lower story, spaced per column 11, = E r
Special Notes With ringed roof, the truss above the end wall ( shear wall) must be sheathed after erection In the case of a porch, the truss above M ad
d
the end wall at the main roof to porch transition, must be sheathed for a minimum of 48' length, anywhwere along the truss and fastened to truss Eisler °
chords with 8d common nails spaced per column 'Porch Truss". Sheathing in spaces between the chords greater than 24' must be stiffened with a 2x3 Na omen.
rd Party
vertical member, fastened to sheathing with the same nails at 2' o,c, rilborn, ,ei t. Carter
and Asso ernes(HWC)
1627
See Shearwall tables on other pages in this package. Cleawouth Myrtle Ave
Clearwater, FL. 33758
State:
LISTING AGENCY APPROVAL
Shear Wall General Notes TEeseplde OndeandNMa Fq,6
Manalecwmd euudna Add 191a
ConslnNan Cafe and edlerelo IM1e
muowlna ama�m:
1. LSAB1 and 2 represent longitudinal shear sections for unit with A and B end shearwalls,LSCD1 and 2 represent longgitudinal shear sections for writ with CONST.TYPE VB
OCCUPANCY R-33
C and D end shearwalls, respectively. The table notes above (except (6)) apply, AOF LLOWABLE NO.
ALLOW FLOORS J_
2, How to read Roof Uaphragm Connection Tables Check 'Did Fost'g' column If 'N/A' is displayed, no special fastening required in End Zone,Use the WINO VELOCIW 160 ULMSEC)
FIRE
E% WADOF
S O
required spacing column for at least the distance tabulated in the first notrzero column, then the spacing in that column is required to the PLANNO. 0-
ALLOW. FLOOR
LOAD �9_
distance in the next column to the right and so forth or the Req'd Spacing can be used throughout,If double fastening is required for any o AFPROVALOATE 2.�.„
MANUFACTURER PHH
shear wall conditions (A,B,C or D), the fastening must be maintained to the first truss at or beyondthe distance shown in the first column ( AN„IG„VELOC"
HURRICANE ZONE NO
of the single fastener spacing table, for the respective shear wall, or, when that column is zero, to the first non -zero distance of any of the MUR261�Q
other columns (B to E) to a distance of any of the other tabulated fastening requirements (Columns B to E),
3 When Roof Daphragm construction requires special fostering within the end zone(s), the fastening displayed is doubled, le, 2 fasteners @ each location I ILL.
Dbl @ 6/6 means 2 fasteners each at 6' o.c field and 2 each at 6' ac, perimeter. The fastening is required WtHn distance from the roof LU M
end as displayed (ft) or next truss, 'N/A' means the end zone fastening is the same as normal, - � , �iti Z o � N
4, If the wind speed determined for the seismic zone is higher than the speed from the wind map for the home site, it need only i161ns f It J o N
all diaphragms shearwall anchorage /foundation designs, It must also be applied to or !ie #ions Vadit 'to 1, a E�
construction requirements for shearw , diaphr gm 9e
floor and wall to roof. All other construction is to be according to the actual wind speed for the site, W
t y
M
Shear Wall Requirements
160 mph Design Wind Speed is Ultimate (Vult) per ASCE 7-10
See Figure 26.5-1A (Occupancy Category II) for Site Location
Equivalent Seismic: N/A mph Roof Pitch: 6/12 Max Elev:36" 24" O.C: TYP
A & B Side Wall HT:108 Exposure:D MRH:20 FT. Framing:2x6
Shear
Wall
Min.
PLF
(1)
Sheathed
Sides #
(2)
Nails
(3)
Spacing
(4)
SW
Sections
(5)
End
Stud #
(6)
Rows of
Nails in
Overlap #
(7)
# of Straps
at SW End
Stud
(7a)
#10
Screws/Ft
Each Row
(8)
Top Plate to
Rafter
(9)
Porch
Truss
(10)
Al
325
1
8d
6/6
113.25
1
N/A
N/A
1/3
4 7/8
2
B1
835
1
8d
2/6
44.125
3
2
6
or 2/6
1 7/8
N/A
LSAB1
253
1
8d
6/6
119
N/A
1
N/A
or 1/1
6 1/4
N/A
C1
596
1
8d
3/6
61.75
2
N/A
N/A
1/8
2 5/8
2
D1
769
1
8d
2/6
47.875
2
2
6
or 2/6
2
N/A
LSCD1
322
1
8d
6/6
93.5
N/A
�-2
N/A
or 1/2
4 7/8
N/A
Truss Spacing: 24" ASCE 7-10
Minimum Roof Diaohraom Connections usina: 8d BOX
Diaphragm Connections
Spacing w/Single Fasteners
D1(ft.)
D2(ft.)
D3(ft.)
D4(ft.)
D5(ft.)
@ Shear
Wall
Dbl Fastg
Req'd
Spacing
3/3
3/6
3/12
4/12
6/12
A
Dbl @6/6
see Dbl col
3
7
10
13
15
B
Dbl @6/6
see Dbl col
3
7
10
13
15
C
ON @6/6
see Dbl.col
3
7
10
13
15
D
Dbl @6/6
see Dbl.col
3
7
10
13
15
0 COLUMNS RANCH STORY ASCE7-10
ROOF LOAD:20 PSF EXPOSURE:D
DESIGN WIND SPEED:123 MPH ULTIMATE WIND SPEED: 160 MPH
NO.
26 GA
STRAP
TYPE
STUD
BLK
FLOOR
WIDTH
SPAN
LOAD
UPLIFT
LOAD
NUM
LENGTH
SIZE
1
3
2
1
120
2x6
N
160
12'-9"
1530
1571
2
3
2
1
120
2x6
N
160
12'-9"
1530
1571
3
2
1
3
120
2x3
N
160
12'-9"
1530
1015
4
2
1
3
120
2x3
N
160
12'-9"
1530
1015
5
3
1
5
1 120
2x3
N
1 160
19'-9"
2370
1572
6
3
1
5
120
2x3
N
160
19'-9"
2370
1572
7
7
2
1
120
2x6
N
160
26'-3"
3150
3234
8
7
2
1
120
2x6
N
160
26'-3"1
3150
1 3234
9
2
2
1
120
2x4
N
160
6'-0"
720
739
10
2
2
1
120
2x4
N
160
6'-0"
720
739
11
7
2
1
120
2x6
N
160
28'-4"
3400
3491
12
7
1 2
1
1 120
26
N
160
28'-4"
3400
3491
13
2
2
1
1 120
2x4
N
160
8'-0"
960
986
14
2
2
1
120
2x4
N
160
8'-0"
960
986
15
7
2
0
120
2x6
N
160
30'-4"
3640
3737
16
7
2
0
120
2x6
N
160
30'-4"
3640
3737
17
3
2
1
120
2x4
N
160
10'-ON
1200
1232
18
3
2
1
120
2x4
N
160
10'-0"
1200
1232
ti
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m
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Lq m
uj O M
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gg
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a
2 fn
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a
1
I
LISTING AGENCY APPROVAL
TM1BF" Fume cFmFN wN+ m. 1979
u.nuremmaemim.. sera
cou.00cm ft: cce,enN.mne
mnawcE uxenF:
CON IT. T E V
OCCUPANCY N3
ALLOWABLE N0.
OF FLOORS I_
WINO V£LOCITV 160 ULT(]S%C)
FIREMTINGOF
EM. WALLS 0
PLAN W. 210j-113 jE
ALLOW. FLOOR
LOAD _gq_
APPROVALMTE
MANUFACTURER PHIJ
HIGHVELONi
HURRICANE ZONE NO
Opt. Porch
Double 2x8 PORCH
RAILS PT72-___ _
10' max. porch
N
44'
2'-0i" 52 —
4 33'-11 3/4" 4
Double 2x10 RAILS
FLOOR FRAMING NOTES:
1. INTERIOR JOISTS ARE 2X8 #2 SPF OR BETTER, 16" O.C.
2. INTERIOR (MATING LINE) PERIMETER RAILS ARE DOUBLE
2X8 #2 SPF
3. SIDEWALL RAILS SINGLE 2X8 #2 S—P—F..
4. PORCH JOISTS ARE 2X6 #2 SYP PT, 16"
I I 2 I I 2I I I 16' I I 1 � I
'
28'-0 1 /2" 28—02
1
Double 200 RAILS ss.
Double 2x10 RAILS
ON - FRAME FLOOR FRAMING
NOTE:
CHECK CONFIRMATION
AND SPECIFICATION t d
SHEET FOR CHANGES T M
FRAMING MEMBERS AN a .;
SPACING. i
E Lo C
la a
a
Hilborn,Werner
Clearwater, FL. 33756
hale:
LISTING AGENCY APPROVAL
ManutThese pinta [Surly g Me 1979
Cwsn Wretl oftSuIng AnlN a tot
Cma W SLL�n CSEe enE eE�ere to Ne
bllouing [merle:
CONST. TYPE VB
OCCUPANCY R-S
ALLOWABLE NO.
OF FLOORS 1
WIND VELOCIN1W ULTIS SEC)
FIRE RATNG OF
EXT. WALLS �_
PLAN NO. 210{]M7
ALLOW. FLOOR
LOAD _}/Q_
APPROVAL DATE 2.ta'r7
MANUFACTURER PHI_
HIGH VELOCITY
HURRICANE ZONE HO
z
0
O
I
LL
CID
cD
z
r
`G
�
T
r
N
u_
m
E
0
O
O
8
9
v
0
#
c
A`
1, FOR TRUSS
REINFORCEMENT
AT GABLE ENDS
SEE PA150-2,10
OF THE FL
MODULAR MANUAL
2, FOR TRUSS
REINFORCEMENT
AT PORCHES AND
ENDZONES, SEE
PAGE PA150-3 OF
THE FACTORY'S
MODLAR MANUAL.
Minimum Return Air
Patht
3. The minimum
return air path
Is determined by
the total cfm's
delivered
through supply
duct Into the
space closed
off from the
main return.
Return duct
and grill
capacities must
be equal to or
greater than
the cfm's
delivered Into
the space,The
following are
acceptable
methods of
return air
provisions and
may be used in
combination.Each
method is
described In
detail below.
a) In -ceiling return
air grills
b) Return air grills
in walls
c) Openings above
door and/or
walls without
grills,
Opt.. Porch I66' to 1101 max,
I I 51 I 51
L-to-i-ts- porch
" o.c.-to-hout p
16 o.c. with porch 16" o.c. without porch
BEAM
f-1-r16'1`16.1 r16-1-1 &-r-l6-1
-0"**OPEN
Nl
-> -4"**RIDGE BEAM►
i16-i1Fri`i�
■i
�■■■■■■■■■■■�®■ICI■o�
����L�I.��
___
__
__
I�I�I�I�I�I■�I�I�I�I�I�Irdl�l01
I
�I�I�Il�'
011��71�1�1
e
1
moll
MINIono
ICI
�
uEdL,l
n
I
IV�71
IL I
v
.
IIl�I
■`F
20'-8"**RIDGE BEAM - 20'-O"**OPEN BEAM 15'-4"**RIDGE BEAM
-------------26'-8"**RIDGE BEAM ----------------------------- if 11
Notes,
1. HVAC duct systems, when Installed, consist of either Insulated fiberglass duct board, or Insulated flexible duct or a combination of both, minimum R-6 In
the roof attic.
2. Ducts shall be Installed In accordance with the manufacturer's Installation instruction and shall bear a listing and label indicating compliance with UL 181
and UL 181 A (rigid) or UL 181 B (flexible).
3, Joints and seams are to be made substantially airtight by means of tapes mastics or other systems as approved In the manufacturers' Installation
Instructlons(e.g, plastic tie straps).
4. Duct Installed In floors supported as required by manufacturer. Ducts Installed in attic are supported by the truss framing members and need no
additional supports. Register boxes are foamed to ceiling gypsum and need no additional securement.
5. All duct work Installed outside the conditioned envelope shall have a minimum R-8 and be listed for use as exterior duct.
6. Return air balance (from room to room) may be achieved through the Installation of 'Jump ducts' On ceiling return air pathways) , undercut doors,
and/or return air grills,
7. All gable endwalls shall be braced in accordance with Palm Harbor Home's Florida Modular Construction Manual,
8, All exhaust fans/vents shall be ducted to the exterior of the structure.
7. Roof ventilation may be accomplished through the use of either ventilated eaves, roof vents or ridge ventilation, Either or
all of these methods may also be used separately or in combination to provide the minimum required roof ventilation of X50 OR
1/300.
8, All air supply registers are adjustable, except where otherwise specified on the plans (In ceiling ',Jump ducts' for return air
purposes are NOT adjustable and remain In the always open position),
9, All Return Air Grills to be 21' x 26' unless noted otherwise on the plans.
10. Roof trusses Installed at 16' C.C. maximum spacing are allowed In buildings designed to comply with a maximum 180 Vult mph wind
load. Windloads upto and Including 150 Vult mph are 24' O.C.
RIDGE BEAM: 3 LAYER OF 15/32 x 24 HIGH 1,3
LAYER /3 PLY) PLYWOOD ALL PLIES GROUP 1
(32/16 INDEX)
ti
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E 0)
0
�
ui
C
a2.
"ON
@
rA
") L 1
aeon
= E a) N
rrN
,CdLL
E rn m
3
Eoc
CL Oa
LISTING AGENCY APPROVAL
These prints wmply w 1N Fbhea
MenWnctund Building Av W 1979
COre'rvdel code and adhere tome
MlwAnacMeda:
CONST. TYPE — S
OCCUPANCY R_3
ALLOWABLE NO.
OFFLOORS y
WIND VELOCITY IOC ULjaZCI
FIRE RATING OF
E .WALLS U
PLAN NO. 2192.1367F
ALLOW. FLOOR
LOAD y�
APPROVAL DATE"
MANUFACTURER PHH
HIGH VELOCITY
HURRICANEZONE HO
MOD 315 CATHEDRAL_26'-8"WIDE (HOST
MOD —3. 2.42 FLAT 26'-8" WIDE TRAY
MUR
zeI fY'Y
�r�
`.'i
MOD 32.42 FLAT'. 26'-8'WIDE 'HOST
LL
Z
(0
.`
CD
v
of
8
m
LL
O
?
_
8
0
t
N
1.
NOTE TO CONTRACTORS: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
This foundation page is for sizing and demonstrative purposes only. Actual foundation plan
and details are designed by others. See Florida Modular Manual IM-120 On —Frame
Foundation & Site Connection Single Story Ranch up to 120 mph(nominal)/140
mph(ultimate) for on frame foundation design criteria. For wind speeds of 130mph
(nominal)/150 mph(ultimate) or 140 mph(nominal)/160 mph (ultimate) see Florida Modular
Manual IM-140 On —Frame Foundaion and site Connection Single Story Ranch for on frame
foundation design criteria.
W
d m m
m
"y n
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U GO
C @ lO
cm
Vry
C 9
lV
o Cn'D
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Module / Module
mating / mating
line / Il le
Girder shown is typical for pier set // Girder shown Is typical for full
conditions. Contact factory for / I stemwall or poured concrete set
actual girder buildup for your project. / conditions. Contact factory for
/ actual girder buildup for your project.
Matin / Matin
FASTEN GIRDERS TOGETHER WITH FASTEN GIRDERS TOGETHER WITH
walls #8XL"SCREWS OR 8" LAGS PER / walls #8XL°SCREWS OR 8" LAGS PER
CHART, STAGGERED PER BAY. MIN. / CHART, STAGGERED PER BAY. MIN.
PENETRATION INTO RECEIVING MEMBER / PENETRATION INTO RECEIVING MEMBER
Factory 2x floor joist
Air
infiltration /exfiltration
gasket
I
Site installed pressure
sill plate M typ. per
dcontractor
I Site installed typical
poured concrete, CMU,
design by others
ICI
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Factory 2x floor joist
I I
I Air " ' Site —installed 2x pressure treated
treated I infiltration/exfiltration I sill plate & joist bearing (See
site I gasket, typically Note 2 below)
I installed on one I Site installed typical
er I module face at the poured concrete, CMU, per
p I factory. design by others
M dule Interconnection @Floor Girders
_
#8 Screws inches O.C.
3/8" Lags inches O.C.
MPH Vult Exp. D
Upto 164"
floorwidth
Upto 184"
floorwidth
Upto 164"
floorwidth
Upto 184"
floorwidth
150
7
5
5
31/2
160
6 3/8
4318
5 3/4
3 7/8
170
5 5/8
3718
3 7/8
2 5/8
180
5
3 1/2
3 3/8
2 3/8
208
3 5/8
21/2
2 5/8
17/8
ICI
I Notes:
I 1. Installation contractor shall take care to prevent air
I infiltration/exfiltration. If the factory installed gasket is
damaged or segments missing, it shall repaired, replaced,
I or the use of other methods of envelope closure shall be
I used, i.e., expanding foam, caulking, durable tape or
sheathing, or a combination of these methods.
I 2. 2x sill plate (min. 2x6 PT or wider) must provide a min. of
I 1j" for floor joist bearing. Face nail sill plate to perimeter
I rail with O.131x3" nails 8" o.c. Must use corrosion
Iresistant fasteners with pressure treated lumber.
0 FF6 6 2017
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TYPICAL CONNECTION OF MODULES AT ENDWALLS iv``e o o d
CL SM N N
Fasten modules,
together @ endwalls
w/ screws or nails _
lags @ 12" l
o.a.. nfiltration exfiltration
W - off:
gasket, typically
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installed on one o oL
115
module face at the a =N�
factory. 3 ° 0 CO
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Notes: P���
1. Endwalls are connected using screws, nails, or lags as shown. 6 FED 6 6 2017
This connection is typical regardless of windspeed or roof load �y
design. Fasteners may be toed through sheathing. Lags are 3/16"x5"
long. Stews are #8x44" (May be tom) NaUs we 0.131x3 W (mmay be toed), min. 1 W" cl
ipemmetatn®nn immto remvmg member
mmber
2. installation contractor shall take care to prevent air
infiltration/exfiltration. If the factory installed gasket is damaged
or segments missing, it shall repaired, replaced, or the use of LL
other methods of envelope closure shall be used, i.e., expanding r-
foam, caulking, durable tape or sheathing, or a combination of Cj
these methods. Fq° J r
3. Endwall/mating wall configurations on some models prevent the
interconnection of the modules on some plans. on those plans, .. m o
P
the endwalls are designed to be "stand alone" walls and no s v y
Fixed Roof Module Fasten mating line peak rails together
Interconnection with #10xL" screws (L= min.
penetration into receiving member of
madt nlg 1 1 /2". Typ. 41 screw)
lino
UI IV I I IVUUlU
Notes: factory.
Module Interconnection @ Roof Peak
#10 Screws inches O.C.
MPH Vult
Exp. D
Sheathing
securement
to Rail
(factory)
Site Screw
Spacing Rail to
Rail End Zone
(3')
Site Screw
Spacing
Rail to Rail
Int. Zone
150
2 3/4
5 3/4
9
160
2 3/8
5
7 3/4
170
2 1/8
4 3/8
7
180
17/8
3 7/8
6 1/4
208
13/8
2 7/8
4 5/8
i/exfiltration
illy installed
Iace at the
on
1. installation contractor shall take care to prevent air
infiltration/exfiltration. If the factory installed gasket is damaged
or segments missing, it shall repaired, replaced, or the use of
other methods of envelope closure shall be used, i.e., expanding
foam, caulking, durable tape or sheathing, or a combination of
these methods.
FEs 0 6 1Gr7
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Alternate lateral brace location. Min. 2x3
to king post with (3)-0.099x 24" nails or
(2) 0.131x3" nails
1x3 min. fixed to king
post with (2)-0.099x
2j" nails.
Hinged Roof Module
connections
Typ. hinged truss king post
Alternate lateral brace location. Min. 2x3
to king post with (3)-0.099x 24" nails or
(2) 0.131x3" nails
1�" x 26go x L strap, fastened to fixed
king post at factor . Site fasten to hinged
king post with (8)-0.099x1 j" nails.
ical ridge beam
Min. 1x rail to hinged truss chord factory
installed with (2) 0.099x2i" nails. 1 x need
Fixed king post not be continuous, but should connect
several king posts together for ease of site
installation and provide full bearing of king
post at every truss. May be ripped from
larger lumber sections.
Hinged Roof peak Module
connections
OPTION 1:
A 16-24" piece of roof sheathing is left
off on one side of the roof to provide
access to blocks for securement. Fasten
blocks to ridge rail with min. #10x441"
screws, each block as shown w/3 screws
per block. /
Roof sheathing secured
framing at ridge with
0.113x1i" nails into
receiving member and
space 1iq" o.c. in 3' end
zone and 2" o.c. in
interior zone.
OPTION 2:
If sheathing was installed at the factory,
unit without the blocks into the unit with
(1) roof decking & rail into blocks (2) or
attic, through rails into blocks with min.
screws with 1" min., 3 screws per block.
Roof sheathing secured
framing at ridge with
0.113x1 nails into
receiving member and
spaced per chart.
installed
blocks
toe screw from
blocks through
from inside
#10x 4 J"
Once fastening is
complete, install
underloyment,
shingles, and vented
ridge material (not
h
s own
Factory to reference FMi
RF-1.2 for construction
details
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Minimum 2x verticals site
installed, flatwise. See table for
max. lengths and fastening to
top and bottom rails
Site installed min. $" rated
sheathing to verticals with
0.099x 11" nails @ 3" o.c..
Additionally, (5) nails are
required within the first 3" of
each end (top & bottom) of
each vertical. See detail.
Factory to reference FMM RF
section for construction details
GABLE CLOSE UP
Partial gable wall,
2x4, factory
installed.
Sheathing
Spacer blocks
peak for venting
Typ. ridge beam
Site installed 2x3 #3 or better
SPF, installed on edge to
factory installed knee wall top
plate and bottom of 2x4
outlookers. Fasten through 2x3
into outlookers with #10x4"
wood screws per chart. Screws
may be toed.
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