HomeMy WebLinkAboutPLANS - 23-00324 - Yellowstone RV - ClubhouseA 101C 101
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A 101G 001
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REVISION:DATE:DESCRIPTION:APPROVED BY:
1.0 5-26-23 Permit Set MTR
G 001 Cover Page
C.4.0 Site Plan
C.4.1 Site Plan
S1.0 General Requirements
S1.1 Typical Details
S1.2 Typical Details
S2.0 CH Foundation
S2.0A BH Foundation
S2.0B Shop Foundation
S2.1 CH Floor Framing
S2.2 CH Roof Framing
S2.2A BH Roof Framing
S2.2B Shop Roof Framing
S3.0 Foundation Details
S4.0 Roof Framing Details
A103 CH Main Floor
A104 Schedules
A105 Roof Plan
A201 Elevations
A202 Elevations
E101 Electrical Plan
A301 BH Main Floor
A302 BH Perspective
A401 Shop Main Floor
A402 Shop Perspective
PLAN INDEX
REYNOLDS DEVELOPMENT
GROUP
CODE ANALYSIS
APPLICABLE CODES:
INTERNATIONAL BUILDING CODE - 2018
INTERNATIONAL MECHANICAL CODE - 2018
INTERNATIONAL PLUMBING CODE - 2018
NATIONAL ELECTRICAL CODE - 2020
INTERNATIONAL FIRE CODE - 2018
CONSTRUCTION TYPE: 5B
OCCUPANCY: B
FOOT PRINT SQUARE FOOTAGE
CLUBHOUSE - 1927 SF
BATHHOUSE - 376 SF
SHOP - 543 SF
PP
E
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OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP
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'
161.5'
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'
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177.5'
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R1
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'
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67'
6'
9
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'
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R20
'
R
5
'
1'
9'34.6'5'
27.6'
5
'
41
.
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'
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43
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7
'
50.7'
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'
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'
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5'
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C.4.0
04
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SN
0 20'40'
SCALE: 1" = 20'
SHEET C.5.3
SHEET C.5.7
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1.DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO
EDGE OF PAVEMENT OTHERWISE.
SITE PLAN KEYNOTES
INSTALL RV PARKING SLIP PER DETAIL 1, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 2, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 3, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 4, SHEET C.8.1
INSTALL RV PARKING SLIP PER DETAIL 5, SHEET C.8.1
INSTALL MODERATE DUTY ASPHALT (SEE FLEXIBLE PAVEMENT SECTION
SUMMARY TABLE SHEET C.8.0)
TIE INTO EXISTING ASPHALT, 2' SAWCUT AS REQUIRED
INSTALL 1.5' FLAT PAN CURB & GUTTER SEE DETAIL 4 SHEET C.8.0
INSTALL 1.5' FLAT PAN CURB & GUTTER W/ DEPRESSED CURB HEAD PER
DETAIL 5 SHEET C.8.0
INSTALL RIBBON CURB PER DETAIL 6 SHEET C.8.0
INSTALL CURB TRANSITION PER ISPWC SD-707 (LENGTH PER PLANS)
INSTALL 4" THICK SIDEWALK, (WIDTH PER PLAN) PER ISPWC SD-709, 714,
714A, 714B UNLESS OTHERWISE NOTED
INSTALL ADA RAMP WITH TRUNCATED DOMES PER ISPWC SD-712 AND CITY
OF REXBURG STANDARDS
INSTALL CONCRETE PAVEMENT PER PCCP PAVEMENT SECTION PER TABLE
SHEET C.8.0
INSTALL TRASH ENCLOSURE PAD PER DETAIL 1 SHEET C.8.0
INSTALL BOLLARD PER DETAIL 2 SHEET C.8.0
ADA SIGN PER DETAIL 3 SHEET C.8.0
INSTALL STOP SIGN PER MUTCD STANDARDS
STRIPING PER MUTCD STANDARDS
INSTALL LANDSCAPE PER LANDSCAPE PLAN
INSTALL TYPE III BARRICADE PER ISPWC SD-1132
INSTALL SITE PYLON SIGN, APPROXIMATE LOCATION
INSTALL POWER POLES (BY OTHERS)
INSTALL GRAVEL WALKWAY, WIDTH PER PLANS
01
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SHEET NOTES:
04 04 04 04 04
06
06
08
08
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10 10
09 0913
12
12
12
12
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19
20
20
17
VAN ACCESSIBLE
17
19
20
22
MISCELLANEOUS KEYNOTES
IRRIGATION CULVERT, SIZE PER PLANS
INSTALL ELECTRICAL POWER BOX. SEE ELECTRICAL PLAN
INSTALL ELECTRICAL TRANSFORMER. SEE ELECTRICAL PLAN
A
B
C
C
PROPOSED CLUBHOUSE
FOOTPRINT ±4848 SF
19
19
12
12
72.7'
12
12
12
5/25/23
E
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G1 G2 G3 G4 G5 G6 G7
5.5%5.5%
1.
7
%
1.
7
%
1.
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%
4
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4
7
2
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%
1.3
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1.1%
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%
S0
°
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48
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484
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4847
4847
4848
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%
1
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%
0.3%
GRADE
BREAK
TBC: 4848.37
TBC: 4847.79
TBC: 4848.06
TBC: 4848.08
TBC: 4848.11
TBC: 4848.30
TBC: 4848.14
TBC: 4847.64TBC: 4847.63
TBC: 4848.13
TBC: 4848.33
TBC: 4848.13
TBC: 4847.88
TBC: 4848.13
TBC: 4847.56
TBC: 4847.00
TBC: 4846.94
TBC: 4847.38
TOC: 4848.32
TOC: 4848.40
TOC: 4848.22
TOC: 4848.21
TOC: 4848.21
TOC: 4848.21
TOC: 4847.43 TOC: 4846.44
TOC: 4846.53
FG: 4846.88
TOG: 4847.58TOG: 4847.28TOG: 4847.09TOG: 4847.00TOG: 4846.74TOG: 4846.77
TOG: 4847.79
TOC: 4847.61
TOA:4847.63
TOA:4847.61
TOA:4847.64
TOA:4847.61
TOA:4846.83
TBC: 4847.63
TOA:4847.61
0.5%0.5%
TOA:4846.41
TBC: 4846.91
TOC: 4847.30
TOC: 4847.28
TOC: 4848.39
TOC: 4848.39
TBC: 4847.33TBC: 4847.34
TBC: 4847.76
TBC: 4847.72
TOC: 4847.93
TOC: 4847.69
TOC: 4847.68
TOC: 4847.69
TOC: 4847.72
TOC: 4847.99
TOC: 4848.06
TOC: 4848.36
TOC: 4848.27
TOC: 4848.25
TOC: 4848.15
TOC: 4848.10
TOC: 4848.05
TOC: 4847.95
TOC: 4847.35
TOC: 4847.44
FFE: 4848.46
FFE: 4848.46
FFE: 4848.46
FFE: 4848.46
FFE: 4848.46
FFE: 4848.46
FFE: 4848.46
FFE: 4848.46 TOC: 4847.70
TOC: 4848.39
TOC: 4848.39
TOC: 4848.39
TOC: 4848.39
FG: 4848.46
FFE: 4848.46
TOC: 4848.39FFE: 4848.46
FFE: 4848.46
FG: 4848.46
FG: 4848.46
FG: 4848.46
FFE: 4848.46
FFE: 4848.46
FG: 4848.46
FG: 4848.46
TOC: 4848.39
TOC: 4847.91
TOC: 4848.24
TOC: 4848.39
TOC: 4848.23
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C.4.1
LEGEND
TBC: TOP BACK OF CURB
DTBC: DEPRESSED TOP BACK OF CURB
TOC: TOP OF CONCRETE
FG: FINISH GRADE
TOG: TOP OF GRATE
TOA: TOP OF ASPHALT
-CONTOURS SHOWN AT 1.0' AND 5.0' INTERVALS
-ALL ELEVATIONS ARE FG
SHEET NOTE
H
O R R O C
K
S
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N
G I N E E R
SN
0 20'40'
SCALE: 1" = 20'
SHEET C.5.3
SHEET C.5.7
S
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7
SH
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1
0
PROPOSED CLUBHOUSE
FFE: 4848.46
5/25/23
PRELIMINARY
NOT FOR
CONSTRUCTION
11697
P R O F E S S I O N A L ENG
I
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E
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R E G I S T ERE
D
S
T
ATE O F I D A H O
M
A
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KEL L B A T E M A N
PROJECT MANAGER:CAD OPERATOR:
D
A
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:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
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C
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.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@froststructural.com
S
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5
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YELLOWSTONE RV
REYNOLDS DEVELOPMENT GROUP
ADHBBCIF23-204
GENERAL STRUCTURAL NOTES
McCulloch Rd
Rexburg, ID 83440
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GENERAL REQUIREMENTS:1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OFLIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVEBEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE ANDCOMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BYREPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEYNECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY ANEXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKINGKNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOTEVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ONTHESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRYACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOTEXPLICITLY SHOWN.3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACEDON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT ASSTATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'SCONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUTSHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTIONSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLYONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGSAND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURALDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITHTHE ARCHITECT AND STRUCTURAL ENGINEER.6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIREDBY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANSSHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDINGDEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANOFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.BASIS FOR DESIGN:1.BUILDING CODE: 2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = II4. SEISMIC DESIGN PARAMETERS:ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEPROCEDUREIMPORTANCE FACTORIe = 1.00SITE CLASSDSEISMIC DESIGN CATEGORYDMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.144, SS = 0.375DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.222, SDS = 0.375PERCENT SNOW INCLUDED WITHSEISMIC LOADS20VERTICAL SHEAR TRANSFER ELEMENTS:PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.0585. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED115 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE31.2 PSFNET UPLIFT ON ROOF15.7 PSF 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOFGROUND = 47 PSFROOF = 35 PSF16 PSFFLOOR40 PSF20 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF TRUSSES/JOISTSL/360L/240FLOOR TRUSSES/JOISTSL/600L/240BEAMSL/360L/240 FOUNDATION N
O
T
E
S
:
1.IN LIEU OF A GEOTECHNICAL
R
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P
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:
T
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ACCORDING TO THE RECOMM
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.
2.THE SOIL DESIGN VALUES LIS
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PREDOMINATELY CONSISTS O
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.
SPECIFIC SOIL CLASSIFICATIO
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:
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GRAVEL OR GRAVEL(GW OR G
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,
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1
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0
6
.
2
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A
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1
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VERIFICATION OF SOIL CLASSI
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CONTRACTOR.3.A ONE-THIRD INCREASE IN BE
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S
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WIND LOAD COMBINATIONS. L
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MAY BE COMBINED.4.ALL FOUNDATIONS SHALL BEA
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NATIVE SOIL SUBBASE COMPA
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9
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.
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FOR PERIMETER FOOTINGS. W
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ADJACENT TO BUILDING, GRA
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PLACEMENT.5.CONCRETE SLABS ON GRADE
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6.BACKFILL AGAINST RESTRAIN
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BELOW.THE SOIL DESIGN VALUES FOR THE
F
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D
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:
ALLOWABLE BEARING PRESSURE
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5
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ALLOWABLE LATERAL BEARING PR
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ALLOWABLE LATERAL SLIDING CO
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.
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5
LATERAL BACKFILL PRESSURE (UN
R
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S
T
R
A
I
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D
)
4
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LATERAL BACKFILL PRESSURE (RE
S
T
R
A
I
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)
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F
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FOUND
A
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P
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KEYNOTES:1.WOOD STUD WALL, SEE PLAN2.WOOD HEADER3.KING STUD(S) PER PLAN4.(2) 16d NAILS AT 2" O.C.5.16d NAILS AT 12" O.C.6.TRIMMER STUD(S) PER PLAN2631545T12TYPICAL HEADER CONNECTIONTD25NO SCALE2634152174213418AT BEAM AT MID WALL AT TOP PLATET13TYPICAL BEAM POCKETTD26NO SCALE KEYNOTES:1.WOOD BEAM2.(2) 16d NAILS AT 2" O.C.3.KING STUD EACH SIDE OF BEAM4.SOLID BUILT-UP POST BELOW BEAM5.STRAP BROKEN TOP PLATE ON SIDEOR TOP6.CONT DBL 2x TOP PLATE W/ LAPSPLICE PER TYPICAL DETAIL7.FULL-HEIGHT KING STUD EACH SIDEOF BEAM8.HGA10 CLIP EACH SIDE9.FULL-HEIGHT KING STUD AT END OFBEAM10.FULL-HEIGHT KING STUD, OPPOSITESIDE OF THE BEAM214AT CORNER 1092NOTE:A.MINIMUM STAPLING SPECIFIEDHEREIN SHALL BE PROVIDEDUNLESS NOTED OTHERWISE ONPLANS, DETAILS OR GENERALSTRUCTURAL NOTES 8d COMMON AT 12" O.C.16 GA STAPLE AT 12" O.C.ALTERNATE FASTENER SCHEDULEALTERNATE FASTENERSPECIFIED FASTENER8d COMMON AT 6" O.C.8d COMMON AT 4" O.C.15 GA STAPLE AT 12" O.C.14 GA STAPLE AT 12" O.C.13 GA STAPLE AT 12" O.C.16 GA STAPLE AT 4" O.C.15 GA STAPLE AT 5" O.C.14 GA STAPLE AT 6" O.C.13 GA STAPLE AT 6" O.C.13 GA STAPLE AT 5" O.C.14 GA STAPLE AT 4" O.C.15 GA STAPLE AT 3" O.C.16 GA STAPLE AT 2.5" O.C.15 GA STAPLE AT 2" O.C.14 GA STAPLE AT 3" O.C.13 GA STAPLE AT 4" O.C.8d COMMON AT 3" O.C.MATERIAL: 7/16" SHEARWALL OR ROOF SHEATHINGNOTES:1.STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 716"INCH OUTSIDE DIMENSION. AND INSTALLED WITH CROWNPARALLEL TO THE LONG DIMENSION OF FRAMING MEMBER.2.FRAMING SHALL BE 3x OR WIDER WHEN NAIL SPACING ISLESS THAN 3 INCHES ON CENTER.3.ALL STAPLES SHALL HAVE 112" LONG LEGS MINIMUM.4.STAPLE SIZES AND SPACING PER REPORT NO.ICC-ESR-1539T14ALTERNATE SHEATHING STAPLE OPTIONTD32NO SCALE
PRELIMINARY
NOT FOR
CONSTRUCTION
11697
P R O F E S S I O N A L ENG
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R E G I S T ERE
D
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KEL L B A T E M A N
PROJECT MANAGER:CAD OPERATOR:
D
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:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
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.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@froststructural.com
S
1
.
1
5
/
1
6
/
2
3
YELLOWSTONE RV
REYNOLDS DEVELOPMENT GROUP
ADHBBCIF23-204
TYPICAL DETAILS
McCulloch Rd
Rexburg, ID 83440
...
...
...
...
...
...
....
05/23/2023
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STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
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4
5
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N
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R
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V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@froststructural.com
S
1
.
2
5
/
1
5
/
2
3
YELLOWSTONE RV
REYNOLDS DEVELOPMENT GROUP
ADHBBCIF23-204
TYPICAL DETAILS
McCulloch Rd
Rexburg, ID 83440
...
...
...
...
...
...
....
05/23/2023
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P R O F E S S I O N A L ENG
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D
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T
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M
A
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KEL L B A T E M A N
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
U
R
R
E
N
T
R
E
V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@froststructural.com
S
2
.
0
5
/
0
9
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2
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YELLOWSTONE RV
REYNOLDS DEVELOPMENT GROUP
ADHBBCIF23-204
FOUNDATION PLAN
McCulloch Rd
Rexburg, ID 83440
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PRELIMINARY
NOT FOR
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P R O F E S S I O N A L ENG
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R E G I S T ERE
D
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PROJECT MANAGER:CAD OPERATOR:
D
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JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
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.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@froststructural.com
S
2
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0
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5
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1
2
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2
3
YELLOWSTONE RV
REYNOLDS DEVELOPMENT GROUP
ADHBBCIF23-204
###############
McCulloch Rd
Rexburg, ID 83440
###
###
###
###
###
###
###
#
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PRELIMINARY
NOT FOR
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11697
P R O F E S S I O N A L ENG
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R E G I S T ERE
D
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PROJECT MANAGER:CAD OPERATOR:
D
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:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
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.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@froststructural.com
S
2
.
0
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5
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1
2
/
2
3
YELLOWSTONE RV
REYNOLDS DEVELOPMENT GROUP
ADHBBCIF23-204
###############
McCulloch Rd
Rexburg, ID 83440
###
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This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@froststructural.com
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REYNOLDS DEVELOPMENT GROUP
ADHBBCIF23-204
FLOOR FRAMING PLAN
McCulloch Rd
Rexburg, ID 83440
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P R O F E S S I O N A L ENG
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STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
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This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@froststructural.com
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YELLOWSTONE RV
REYNOLDS DEVELOPMENT GROUP
ADHBBCIF23-204
ROOF FRAMING PLAN
McCulloch Rd
Rexburg, ID 83440
...
...
...
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7/16" APA RATED ROOF SHEATHING W/8d COMMON NAILS AT 6" O.C. AT PANELEDGES / BOUNDARY AND AT 12" O.C. INTHE FIELD.TYPICAL ROOF SHEATHING:5
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PRELIMINARY
NOT FOR
CONSTRUCTION
11697
P R O F E S S I O N A L ENG
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PROJECT MANAGER:CAD OPERATOR:
D
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JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
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This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@froststructural.com
S
2
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2
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5
/
1
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/
2
3
YELLOWSTONE RV
REYNOLDS DEVELOPMENT GROUP
ADHBBCIF23-204
ROOF FRAMING PLAN
McCulloch Rd
Rexburg, ID 83440
...
...
...
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7/16" APA RATED ROOF SHEATHING W/8d COMMON NAILS AT 6" O.C. AT PANELEDGES / BOUNDARY AND AT 12" O.C. INTHE FIELD.TYPICAL ROOF SHEATHING:
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This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@froststructural.com
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YELLOWSTONE RV
REYNOLDS DEVELOPMENT GROUP
ADHBBCIF23-204
ROOF FRAMING PLAN
McCulloch Rd
Rexburg, ID 83440
...
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PRELIMINARY
NOT FOR
CONSTRUCTION
11697
P R O F E S S I O N A L ENG
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PROJECT MANAGER:CAD OPERATOR:
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JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
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This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
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contact@froststructural.com
S
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YELLOWSTONE RV
REYNOLDS DEVELOPMENT GROUP
ADHBBCIF23-204
FOUNDATION DETAILS
McCulloch Rd
Rexburg, ID 83440
...
...
...
...
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...
....
05/23/2023
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PRELIMINARY
NOT FOR
CONSTRUCTION
11697
P R O F E S S I O N A L ENG
I
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R E G I S T ERE
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M
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KEL L B A T E M A N
PROJECT MANAGER:CAD OPERATOR:
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JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
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.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
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1
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S
4
.
0
5
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/
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YELLOWSTONE RV
REYNOLDS DEVELOPMENT GROUP
ADHBBCIF23-204
ROOF FRAMING DETAILS
McCulloch Rd
Rexburg, ID 83440
...
...
...
...
...
...
....
WOOD JOIST AT WOOD STUD WALLWW_RJ326
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0
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4'-0"
6'-9"13'-6"
14
'
-
1
1
"
7'
-
5
1
/
2
"
W W
W
D D
D
WH WH WH
Fu
r
n
a
c
e
3'
-
0
"
Front Desk
Re
t
a
i
l
D
i
s
p
l
a
y
Dr
i
n
k
C
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D
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s
p
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a
y
Da
t
a
R
a
c
k
A
5'-0"
5'-0"
Crawl Space
24" X 36"
A 101C 101
Pr
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c
t
:
Ti
t
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e
:
Da
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:
Sc
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:
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p
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Gr
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p
12
8
9
S
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b
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I
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8
3
4
4
0
20
8
-
6
5
6
-
6
0
5
0
Ye
l
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w
s
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e
R
V
RE
X
-
Y
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Sc
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l
e
s
Ap
r
i
l
7
,
2
0
2
1
1/
4
"
=
1
'
-
0
"
Pr
o
j
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c
t
O
w
n
e
r
:
Pr
o
j
e
c
t
A
d
d
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s
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:
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:
St
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:
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p
:
Mc
C
u
l
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c
h
R
d
Re
x
b
u
r
g
ID
83
4
4
0
A 101A 104
Pr
o
j
e
c
t
:
Ti
t
l
e
:
Da
t
e
:
Sc
a
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:
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p
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8
9
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b
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g
,
I
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8
3
4
4
0
20
8
-
6
5
6
-
6
0
5
0
Ye
l
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w
s
t
o
n
e
R
V
RE
X
-
Y
e
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w
s
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Sc
h
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d
u
l
e
s
Ma
y
2
6
,
2
0
2
3
1/
4
"
=
1
'
-
0
"
Pr
o
j
e
c
t
O
w
n
e
r
:
Pr
o
j
e
c
t
A
d
d
r
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s
s
:
Ci
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:
St
a
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:
Zi
p
:
Mc
C
u
l
l
o
c
h
R
d
Re
x
b
u
r
g
ID
83
4
4
0
Door Number Location Size Wall Framing Notes
1 Front Door 6-0 7-0 2x6 DBL
2 Office 2-8 6-8 2x4 LH
3 Closet 2-8 6-8 2x4 RH
4 Bathroom 2-8 6-8 2x4 LH
5 Exterior 3-0 6-8 2x4 RH
6 Exterior 3-0 6-8 2x4 LH
7 2-6 6-8 2x4 LH
8 2-6 6-8 2x4 LH
9 2-8 6-8 2x4 LH
10 2-6 6-8 2x4 RH
11 2-8 6-8 2x4 PKT
12 2-6 6-8 2x4 RH
13 2-8 6-8 2x4 LH
14 3-0 6-8 2x6 LH
15 16-8 8-0 2x6 OVER HEAD
Window Schedule
Door Schedule
Window Size Operation
A 3-0 6-6 Picture
B 8-0 2-0 Picture
C 5-0 1-6 Picture
D 4-0 4-0 Slider
E 6-0 6-8 Sliding Glass Door
F 3-0 3-0 Slider
G 4-0 4-0 Slider
A 101C 101
Pr
o
j
e
c
t
:
Ti
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l
e
:
Da
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:
Sc
a
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:
Re
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d
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D
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p
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p
12
8
9
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x
b
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g
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I
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8
3
4
4
0
20
8
-
6
5
6
-
6
0
5
0
Ye
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w
s
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R
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RE
X
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P
l
a
n
Ap
r
i
l
7
,
2
0
2
1
1/
4
"
=
1
'
-
0
"
Pr
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c
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w
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r
:
Pr
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c
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A
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:
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:
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C
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c
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R
d
Re
x
b
u
r
g
ID
83
4
4
0
A 101A 105
Pr
o
j
e
c
t
:
Ti
t
l
e
:
Da
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:
Sc
a
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:
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12
8
9
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x
b
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g
,
I
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8
3
4
4
0
20
8
-
6
5
6
-
6
0
5
0
Ye
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w
s
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R
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RE
X
-
Y
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R
V
Ro
o
f
P
l
a
n
Ma
y
2
6
,
2
0
2
3
1/
4
"
=
1
'
-
0
"
Pr
o
j
e
c
t
O
w
n
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r
:
Pr
o
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e
c
t
A
d
d
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:
Ci
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:
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:
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C
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c
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R
d
Re
x
b
u
r
g
ID
83
4
4
0
8/12
8/12
10/12
10/12
2/12
2/12
8/12
A 101C 101
Pr
o
j
e
c
t
:
Ti
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e
:
Da
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:
Sc
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:
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9
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3
4
4
0
20
8
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5
6
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6
0
5
0
Ye
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R
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RE
X
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s
Ap
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l
7
,
2
0
2
1
1/
4
"
=
1
'
-
0
"
Pr
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c
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O
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:
Pr
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c
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A
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:
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:
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:
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:
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C
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c
h
R
d
Re
x
b
u
r
g
ID
83
4
4
0
A 101A 201
Pr
o
j
e
c
t
:
Ti
t
l
e
:
Da
t
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:
Sc
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:
Re
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p
12
8
9
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,
I
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8
3
4
4
0
20
8
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6
5
6
-
6
0
5
0
Ye
l
l
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w
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R
V
RE
X
-
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t
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t
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o
n
s
Ma
y
2
6
,
2
0
2
3
1/
4
"
=
1
'
-
0
"
Pr
o
j
e
c
t
O
w
n
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r
:
Pr
o
j
e
c
t
A
d
d
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s
s
:
Ci
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:
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:
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:
Mc
C
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l
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c
h
R
d
Re
x
b
u
r
g
ID
83
4
4
0
Front
Back
A 101C 101
Pr
o
j
e
c
t
:
Ti
t
l
e
:
Da
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:
Sc
a
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:
Re
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p
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Gr
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p
12
8
9
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x
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g
,
I
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8
3
4
4
0
20
8
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6
5
6
-
6
0
5
0
Ye
l
l
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w
s
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R
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RE
X
-
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s
Ap
r
i
l
7
,
2
0
2
1
1/
4
"
=
1
'
-
0
"
Pr
o
j
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c
t
O
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r
:
Pr
o
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c
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A
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s
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:
Ci
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:
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:
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:
Mc
C
u
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c
h
R
d
Re
x
b
u
r
g
ID
83
4
4
0
A 101A 202
Pr
o
j
e
c
t
:
Ti
t
l
e
:
Da
t
e
:
Sc
a
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:
Re
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p
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Gr
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p
12
8
9
S
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Re
x
b
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r
g
,
I
D
8
3
4
4
0
20
8
-
6
5
6
-
6
0
5
0
Ye
l
l
o
w
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t
o
n
e
R
V
RE
X
-
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e
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w
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t
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r
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n
s
Ma
y
2
6
,
2
0
2
3
1/
4
"
=
1
'
-
0
"
Pr
o
j
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c
t
O
w
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r
:
Pr
o
j
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c
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A
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d
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s
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:
Ci
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:
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:
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:
Mc
C
u
l
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o
c
h
R
d
Re
x
b
u
r
g
ID
83
4
4
0
Right
Left
A 101C 101
Pr
o
j
e
c
t
:
Ti
t
l
e
:
Da
t
e
:
Sc
a
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:
Re
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p
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p
12
8
9
S
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Re
x
b
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g
,
I
D
8
3
4
4
0
20
8
-
6
5
6
-
6
0
5
0
Ye
l
l
o
w
s
t
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n
e
R
V
RE
X
-
Y
e
l
l
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w
s
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R
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El
e
c
t
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c
a
l
P
l
a
n
Ap
r
i
l
7
,
2
0
2
1
1/
4
"
=
1
'
-
0
"
Pr
o
j
e
c
t
O
w
n
e
r
:
Pr
o
j
e
c
t
A
d
d
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s
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:
Ci
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:
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:
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p
:
Mc
C
u
l
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o
c
h
R
d
Re
x
b
u
r
g
ID
83
4
4
0
A 101E 101
Pr
o
j
e
c
t
:
Ti
t
l
e
:
Da
t
e
:
Sc
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:
Re
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Gr
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p
12
8
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S
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b
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8
3
4
4
0
20
8
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6
5
6
-
6
0
5
0
Ye
l
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w
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R
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RE
X
-
Y
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P
l
a
n
Ma
y
2
6
,
2
0
2
3
1/
4
"
=
1
'
-
0
"
Pr
o
j
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c
t
O
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r
:
Pr
o
j
e
c
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A
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:
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:
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C
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c
h
R
d
Re
x
b
u
r
g
ID
83
4
4
0
A 101C 101
Pr
o
j
e
c
t
:
Ti
t
l
e
:
Da
t
e
:
Sc
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:
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p
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Gr
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p
12
8
9
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D
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Re
x
b
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g
,
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8
3
4
4
0
20
8
-
6
5
6
-
6
0
5
0
Ye
l
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w
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t
o
n
e
R
V
RE
X
-
Y
e
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w
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R
V
Ba
t
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M
a
i
n
Ap
r
i
l
7
,
2
0
2
1
1/
4
"
=
1
'
-
0
"
Pr
o
j
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c
t
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r
:
Pr
o
j
e
c
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A
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s
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:
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:
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:
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:
Mc
C
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l
o
c
h
R
d
Re
x
b
u
r
g
ID
83
4
4
0
A 101A 301
Pr
o
j
e
c
t
:
Ti
t
l
e
:
Da
t
e
:
Sc
a
l
e
:
Re
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l
d
s
D
e
v
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p
m
e
n
t
Gr
o
u
p
12
8
9
S
t
o
n
e
D
r
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v
e
Re
x
b
u
r
g
,
I
D
8
3
4
4
0
20
8
-
6
5
6
-
6
0
5
0
Ye
l
l
o
w
s
t
o
n
e
R
V
RE
X
-
Y
e
l
l
o
w
s
t
o
n
e
R
V
Ba
t
h
o
u
s
e
M
a
i
n
Ma
y
2
6
,
2
0
2
3
1/
4
"
=
1
'
-
0
"
Pr
o
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c
t
O
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n
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r
:
Pr
o
j
e
c
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A
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:
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:
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:
Mc
C
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c
h
R
d
Re
x
b
u
r
g
ID
83
4
4
0
26'-1"
15
'
-
2
"
3'-0"
3'-0"3'
-
0
"
3'
-
0
"
A 101C 101
Pr
o
j
e
c
t
:
Ti
t
l
e
:
Da
t
e
:
Sc
a
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e
:
Re
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l
d
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D
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v
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p
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t
Gr
o
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p
12
8
9
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