HomeMy WebLinkAboutREDLINED PLANS - 23-00461 - 1133 McJon Ln - New SFRAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Description : RPRPNBK2030030 - New SFR
Address : RPRPNBK2030030
Application Type :
Document Filename : FINAL - MASON & McGWIRE PHILLIPS RESIDENCE.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
A-101 Free Text Larry Beesley : Building Open 4 Tempered
A-201 Free Text Larry Beesley : Building Open 5 Street Number
Displayed on House
A-201 Free Text Larry Beesley : Building Open 5 Roof Ventilation as per R806
A-202 Free Text Larry Beesley : Building Open 6 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
A-202 Free Text Larry Beesley : Building Open 6 Ground Surface to Slope away from Foundation a minimum of
6" within first 10 ft.
A-202 Free Text Larry Beesley : Building Open 6 Minimum Frost Depth Ground Surface to Bottom of Footing
36"
S-201 Free Text Larry Beesley : Building Open 11 Crawl space access of 18" x 24" min. R408.3 (may differ if mech
appliance is in crawl space M1305.1.1)
S-301 Free Text Larry Beesley : Building Open 12 Temp
C-101 Callout Kyle Baldwin : P&Z Open 3 Must show sidewalk and landscape strip in Right of Way on
Site Plan
# 23-00461
New Single Family Residence
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
This plan has been engineered and any changer must first be approved stamped by the engineer and then approved by the building department.
Report Date: 07.18.2023
Approval of plans does not constitute approval of variance from code
Page 1 of 1
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INDEX OF SHEETS
G-101
G-102
C-101
A-101
A-201
A-202
A-301
A-302
A-303
S-101
S-201
S-301
S-401
R-101
R-102
E-101
COVER SHEET
GENERAL NOTES
SITE
MAIN LEVEL
ELEVATIONS
ELEVATIONS
SECTIONS
SECTIONS
CROSS SECTIONS
FOUNDATION
FLOOR FRAMING
WALL FRAMING
ROOF FRAMING
FOUNDATION DETAILS
FRAMING DETAILS
MEP MARKUP PLAN
FINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
AREA
1,921
1,921 ft²
UNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
903
903 ft²
PROJECT LOCATION
REXBURG CITY LIMITS
REXBURG
VICINITY MAP
NOT TO SCALE
5
LOCATION: REXBURG, ID
ROOF SNOW: 35 PSF
GROUND SNOW: 50 PSF
WIND SPEED: 115 MPH
EXPOSURE: C
FROST DEPTH: 36"
SEISMIC: D1
Ss 0.38
S1 0.13
SDS 0.40
SD1 0.24
REGULATION: IRC 2018
43.851084, -111.816348
APPROXIMATE COORDINATES
MASON & McGWIRE
PHLLIPS
RESIDENCE
ENERGY COMPLIANCE PRESCRIPTIVE METHOD:
CLIMATE ZONE 6
MIN R22 IN WALLS
MIN R30 IN FLOOR
MIN R49 IN ATTIC
MIN R15/19 CRAWL SPACE WALLS
MIN .30 WINDOW U-FACTOR
MIN .30 DOOR U-FACTOR
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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STAIRS:
1. (R311.7.1) MIN WIDTH OF 36" WITH MAX HANDRAIL PROJECTION OF 4-1/2" ON EITHER SIDE OF THE STAIRWAY.
2. (R311.7.2) MIN HEAD ROOM = 6'-8" FINISH FROM NOSING LINE AND MINIMUM FINISH WIDTH = 36"
3. (R311.7.3) MAX RISE OF STAIRWAY BETWEEN LEVELS AND LANDINGS IS 151"
4. (R311.7.5) MAX RISE = 7-3/4" AND MINIMUM TREAD DEPTH = 10" (11" TREAD REQUIRED IN ABSENCE OF NOSING.)
5. EVERY STAIRWAY LANDING SHALL HAVE A DIMENSION MEASURED IN THE DIRECTION OF TRAVEL, AT LEAST EQUAL
TO THE STAIRWAY WIDTH.
6. A DOOR MAY OPEN AT THE TOP OF THE STEP OF AN INTERIOR FLIGHT OF STAIRS PROVIDED THE DOOR DOES NOT
SWING OVER THE TOP STEP, AND PROVIDED THE TOP STEP IS NO MORE THAN 8" LOWER THAN FLOOR LEVEL.
7. (3) 1-1/4" X 11-7/8" LVL STRINGERS REQUIRED AT ALL STAIRWAYS.
8. (R302.7) MIN OF 1/2" GYPSUM WALL BOARD ON ALL ACCESSIBLE WALLS AND ENCLOSED UNDERSIDE OF STAIRS
WEATHER PROTECTION / FLASHING:
1. INSTALL (1) LAYER OF GRADE "D" OR BETTER (15LB) FELT UNDER ASPHALT ROOF SHINGLES.
2. ANY ROOF PITCH BETWEEN 2:12 AND 4:12 WILL RECEIVE A DOUBLE LAYER OF GRADE "D" FELT OR BETTER
UNDERLAYMENT.
3. (IRC 2018 R905.1.2 / R905.2.7) INSTALL (1) LAYER OF NO. 40 COATED ROOFING OR COATED GLASS BASE FROM THE
ROOF EAVES TO A LINE 24" INSIDE THE EXTERIOR WALL LINE WITH ALL LAPS CEMENTED TOGETHER.
4. INSTALL (1) LAYER OF NO. 40 COATED ROOFING OR COATED GLASS BASE TO ALL ROOF VALLEY CONDITIONS.
5. INSTALL (1) LAYER OF GRADE "D" (15LB) FELT UNDER ALUMINUM SIDING.
6. INSTALL (1) LAYER OF GRADE "D" (15LB) FELT UNDER BRICK/STONE VENEER.
7. INSTALL (2) LAYERS OF GRADE "D" (15LB) FELT UNDER EXTERIOR INSULATION FINISH SYSTEM (EIFS / STUCCO).
OVERLAP ALL SEAMS.
8. PROVIDE METAL FLASHING OR EQUAL AT ALL FOUNDATION, (OR BRICK AND EIFS TRANSITIONS) WHERE WATER FROM
WEATHER BARRIER COULD ENTERED DWELLING.
9. PROVIDE METAL FLASHING OR 15LB FELT BETWEEN WOOD SHEATHING AND CONCRETE PORCHES, LANDINGS, STEPS,
AND STAIRS.
10. PROVIDE 9" FLASHING, COUNTER FLASHING, AND APPROVED CAULKING AT ALL EXTERIOR WINDOWS AND DOORS.
WINDOWS AND DOORS MUST BE INSTALLED AS PER MANUFACTURER.
RADON MITIGATION:
1. RADON MITIGATION PER IRC AF 101 IN CRAWL SPACE OR UNDER SLAB-ON-GRADE PRESSURIZATION SYSTEM
(PASSIVE) RADON PIPING IN CRAWL SPACE AT BOTTOM OF FOOTING LEVEL PLASTIC WITH 12" OVERLAP ON PLASTIC
JOINTS. VERTICAL TERMINATION OF RADON PIPE THRU THE MECHANICAL ROOM THRU THE ROOF. VENT/FAN
LOCATIONS TO BE FIELD VERIFIED BY CONTRACTOR.
EXCAVATION, BACKFILL, AND GRADING:
1. ALL EXCAVATION FOR FOOTINGS SHALL BE TO NATURAL, UNDISTURBED SOIL, OR ENGINEERED FILL TO COMPACTION
OF 95% IN 8" LIFTS. SHALLOW FOUNDATIONS SHALL COMPLY WITH (IBC 1809).
2. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED EARTH AND BELOW FROST LINE.
3. (R401.3) FINISH GRADING SHALL BE DONE SO AS TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDING
FOUNDATIONS. MIN OF 6" IN FIRST 10'.
4. (2018 IRC R404.1.7) BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT
STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT
DAMAGE BY THE BACKFILL.
5. ALL RETAINING WALLS REQUIRE DRAINAGE PER R405.1; CONNECT TO APPROVED DISCHARGE POINT. APPROVED
FILTER MEMBRANE REQUIRED AROUND PERFORATED PIPE OR COVERING SURROUNDING ROCK (R405.1 FOR OTHER
DRAIN TYPES AND MATERIALS)
FIRE PROTECTION AND WARNING:
1. (R302.6) PROVIDE ONE LAYER OF 5/8" TYPE "X" GYP BOARD ON ALL WALLS AND CEILING OF THE GARAGE COMMON
TO LIVING AREAS, WALLS SUPPORTING UPPER FLOOR AND ANY EXPOSED BEAMS AND POSTS.
2. (R302.7) ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE THE WALL UNDER THE STAIR SURFACE AND
ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYP BOARD.
3. (R302.5.1) DOORS LEADING FROM GARAGE INTO LIVING AREA SHALL BE SOLID WOOD, SOLID OR HONEYCOMB CORE
STEEL DOOR NOT LESS THAN 1-3/8" THICK OR HAVING A FIRE RATING PROTECTION OF NOT LESS THAN 20MIN WHEN
TESTED.
4. (R302.5.1) MUST HAVE TWO SELF CLOSING HINGES ON 20 MINUTE RATED DOORS.
5. (R314) SMOKE AND CARBON MONOXIDE DETECTORS ARE REQUIRED TO MEET LOCAL CODES. WIRED IN SERIES WITH
BATTERY BACKUP ON DEDICATED BREAKER.
RAILINGS:
1. HANDRAILS ARE REQUIRED AT ALL STAIRWAYS HAVING FOUR OR MORE RISERS. SEE (SECTION R311.7.8.5) FOR
GRIP SIZE OPTIONS (REFERENCE 2018 IRC R311 & R312)
2. PROVIDE 1-1/4" TO 2-5/8" HANDRAILS 34" TO 38" IN HEIGHT THAT RUN CONTINUOUS AND HAVE RETURNING ENDS TO
WALL, NEWEL POST, OR SAFETY TERMINAL. OR 12" PAST LAST TREAD.
3. HANDRAILS DEEPER THEN 2-5/8" SHALL HAVE A FINGER GROOVE 3/4" X 1/4" DEEP ROUTED THE ENTIRE LENGTH OF
AT LEAST ONE SIDE OF HANDRAIL.
4. GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES INCLUDING STAIRS, RAMPS AND LANDING,
THAT ARE LOCATED MORE THAN 30” ABOVE LEVEL BELOW. GUARD HEIGHT SHALL NOT BE LESS THAN 36”
5. GUARD RAIL SHALL HAVE INTERMEDIATED RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE OF
A SPHERE 4” IN DIAMETER.
FOUNDATION NOTE:
1. SEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZE, REBAR SPACING, & J-BOLT/ ANCHOR LOCATIONS.
2. PRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATION
3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENT. ALL FOOTINGS TO BEAR ON APPROVED
STRUCTURAL FILL OR UNDISTURBED SOIL.
4. (IBC 1806.2) FOOTING DESIGN IS BASED ON SOIL LOAD-BEARING CAPACITY OF 1500 PSF BASED ON A CLAY,
SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT, AND SANDY SILT. IF CONTRACTORS ENCOUNTER EXPANSIVE SOILS
OR OTHER PROBLEMS, THE SITE MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO POURING FOOTINGS IN THAT
AREA. BEAR FOOTING ON SAME TYPE OF UNDISTURBED SOIL OR ROCK THROUGHOUT THE ENTIRE STRUCTURE.
5. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF
3000 PSI. 2500 PSI USED IN DESIGN, THEREFORE NO SPECIAL INSPECTIONS ARE REQUIRED.
6. LAP REBAR SPLICES IN ACCORDANCE WITH 2018 IRC 403.1.5.4. THE MAXIMUM GAP BETWEEN NONCONTACT
PARALLEL BARS AT A LAP SPLICE SHALL NOT EXCEED THE SMALLER OF 1/5 THE REQUIRED LAP LENGTH AND 6
INCHES.
7. REINFORCING STEEL SHALL BE GRADE 60 FOR ALL REBAR.
8. (2018 IRC SECTION 406) DAMP PROOF FOUNDATION WALLS IN ACCORDANCE TO SECTION 406.
9. CRAWL SPACE VENTILATION @ 1:150 RATIO & PLACE (1) VENT WITHIN 3' OF EACH CORNER.
10. (2018 IRC R408.4) 18" X 24" MINIMUM CRAWLSPACE ACCESS HOLE.
11. THE THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED DIRECTLY ON THE GROUND SHALL NOT BE LESS THAN 3.5"
(98 MM). A6-MIL (0.006 INCH; 0.15 MM) POLYETHYLENE VAPOR RETARDER. CONTROL JOINTS @ 25' O.C. MAX EA. DIR. OR
CENTERED PER OWNER PREFERENCE.
12. COMPLY W/ ACI 306R COLD WEATHER CONCRETE STANDARDS IF THE MEAN DAILY TEMPERATURE IS EXPECTED TO
DROP BELOW 40ºF FOR 3 OR MORE SUCCESSIVE DAYS. DO NOT PLACE CONCRETE AGAINST FROZEN EARTH.
13. COMPLY WITH ACI 305R HOT WEATHER CONCRETE STANDARDS.
14. CONTROL JOINTS IN LARGE AREAS OF SLAB ON GRADE SHALL BE PLACED IN CHECKERBOARD FASHION IN LENGTHS
NOT TO EXCEED 20 FEET IN ANY DIRECTION.
15. ALL CONSTRUCTION JOINTS SHALL BE LOCATED AS NOT TO IMPAIR THE STRENGTH OF THE STRUCTURE, U.N.O ON
THE DRAWINGS. ALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH THE JOINTS.
16. ANCHOR BOLTS SHALL BE A36/ F1554 GRADE 36 OR BETTER. CONTRACTOR SHALL COMPLY WITH FOUNDATION
ANCHORAGE PER IRC 2018 R403.1.6(.1)
17. (2018 IRC R403.1.3.1) CONTRACTOR SHALL COMPLY WITH CONCRETE STEM WALLS WITH CONCRETE FOOTINGS FOR
REINFORCEMENT U.N.O ON FOUNDATION WALLS
18. (2018 IRC R403.1.3.5.3) ALL REINFORCEMENT SHALL BE SECURED IN THE PROPER LOCATION IN THE FORMS WITH TIE
WIRE OR OTHER BAR SUPPORT SYSTEM TO PREVENT DISPLACEMENT DURING THE CONCRETE PLACEMENT
OPERATION. CAST AGAINST EARTH SHALL HAVE A MIN. COVER OF 3", REMOVABLE FORMS THAT WILL BE EXPOSED
TO EARTH OR WEATHER SHALL BE 1.5" FOR NO. 5 BARS AND SMALLER, AND FOR NO. 6 BARS AND LARGER, 2". FOR
CONCRETE CAST IN REMOVABLE FORMS THAT WILL NOT BE EXPOSED TO THE EARTH OR WEATHER, AND FOR
CONCRETE CAST IN STAY-IN-PLACE FORMS, MIN. COVER SHALL BE 3/4".
GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x6 FRAMING @ 16" O.C. U.N.O.
2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR BETTER.
3. WOOD STRUCTURAL PANELS TO CONFORM TO IBC 2306.3 SHALL BE CONSTRUCTED IN ACCORDANCE WITH SDPWS
4.3.6 & 4.3.7. (SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENING.)
4. ENSURE THAT WALLS TALLER THAN 10' HAVE BLOCKING @ PANEL EDGES AND FIRE BLOCKING.
5. ENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE JOISTS.
6. ENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE DIRECTLY SUPPORTED BY BEAMS OR
COLUMNS IN LOWER FLOORS OR SOLID BLOCKING. PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER AND LOWER.
7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS & CAPS AS SPECIFIED PER MANUFACTURER
DOCUMENTATION.
8. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEALED OVER AN APPROVED WALL/ROOFING MEMBRANE TO
ENSURE MOISTURE PROTECTION
9. INSTALL SIDING PER MANUFACTURER REQ., INCLUDING RAIN SCREEN OR OTHER APPROVED SIDING.
10. ENSURE TIMBER CONNECTIONS ARE ADEQUATELY SUPPORTED AND BRACED WHERE THEY CONNECT TO THE LIGHT
FRAME STRUCTURE.
11. (IBC 2308.4.2.4) DO NOT NOTCH ANY STRUCTURAL WOOD MEMBER UNLESS SHOWN ON THE DRAWINGS
12. INSTALL AND FOLLOW ALL MANUFACTURES GUIDELINES FOR ENGINEERING WOOD I MEMBERS AND LVL PRODUCTS.
DO NOT NOTCH OR CUT FLANGES OF ENGINEERED WOOD I MEMBERS, UNLESS APPROVED PER MANUFACTURER.
13. PLYWOOD FACE GRAIN MUST BE PERPENDICULAR TO ITS SUPPORTS.
14. WHEREVER POSSIBLE NAILS SHOULD BE DRIVEN PERPENDICULAR TO THE GRAIN INSTEAD OF TOENAIL.
15. GLUE-LAMINATED BEAMS SHALL COMPLY WITH THE FOLLOWING:
A. (IBC REPORT 2519) I.B.C. COMBINATION 24F-V4 FOR SIMPLE SPANS, 24F-V8 FOR MULTIPLE SPANS OR
CANTILEVER BEAMS. LUMBER SHALL BE DOUGLAS FIR 2400 PSI. CAMBER FOR DEAD LOAD AS SHOWN ON
DRAWINGS.
B. FAILURE OF GLUE-LAMINATED BEAM PLACEMENT REQUIRES MANUFACTURER CONSULTING WHETHER REMOVAL OF
BEAM IS NECESSARY.
C. WET USE ADHESIVES SHALL BE USED ON ALL GLULAM MEMBERS SUBJECTED TO POSSIBLE MOISTURE.
ROOF FRAMING NOTE:
1. ROOF TRUSSES TO BE DESIGNED AND ENGINEERED BY SUPPLIER TO MEET THE DESIGN LOADS HEREIN INDICATED
IN ADDITION TO ANY AND ALL DRIFTING LOADS, WIND LOADS, EQUIPMENT LOADS AND OTHER LOADS AS INDICATED
ON FRAMING PLAN.
2. TRUSS MANUFACTURER TO PROVIDE TRUSS TO TRUSS CONNECTION DETAILS
3. SIMPSON H1 TIES OR BETTER @ EA. TRUSS.
4. PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSES, PLY TO MATCH PLY OF GIRDER TRUSS U.N.O.
5. 5/8 OSB DECKING W/ 16 GAUGE STAPLES OR BETTER @ 3/12 SPACING.
6. ICE /WATER BARRIER @ ALL EDGES, EAVES, GABLES, RIDGES & VALLEYS TO 24" OF INTERIOR DIMENSION. (SEE #6
IN WEATHER PROTECTION AND FLASHING SECTION)
7. ROOFING FELT (SEE WEATHER PROTECTION AND FLASHING SECTION)
8. DRIP EDGE & SHINGLES/METAL PER OWNER/BUILDER.
9. (2) SIMPSON H2.5A CLIPS @ EACH GIRDER TRUSS U.N.O.
10. PROVIDE ATTIC VENTILATION @ 1:150 OR PER LOCAL CODE. ENCLOSED ATTICS AND RAFTERS SPACES SHALL HAVE
CROSS VENTILATION FOR EACH SEPARATE SPACE AND THE OPENINGS SHALL BE PROTECTED AGAINST THE
ENTRANCE OF RAIN OR SNOW.
GENERAL STRUCTURAL NOTE:
1. (IBC SECTION 101.3) THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNED
PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OF LIFE, NOT TO LIMIT DAMAGE OR
MAINTAIN FUNCTION.
2. THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVE BEEN PERFORMED USING
STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR
CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY NECESSARILY
ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKMEN
WHO HAVE A WORKING KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMING
REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. NOT EVERY CONDITION OR FRAMING
ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL
USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLY SHOWN.
3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,
SEQUENCES AND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED
CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDED. OPTIONS
ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.
4. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS,
THE GREATER REQUIREMENTS SHALL GOVERN. TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY REFERENCED
ON THE PLANS BUT SHALL APPLY NONETHELESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM
TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT
INFORMATION FOR CLARITY.
5. ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIRED BY THE BUILDING CODES, LOCAL
BUILDING DEPARTMENTS, OR BY THESE PLANS SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE
BUILDING DEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION,
UNLESS SPECIFICALLY CONTRACTED FOR.
CODES AND SPECIFICATIONS
1. INTERNATIONAL BUILDING CODE (IBC) - 2018 EDITION
2. INTERNATIONAL RESIDENTIAL CODE (IRC) - 2018 EDITION
3. ACI 318-14 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
4. NATIONAL DESIGN SPECIFICATION (NDS) & SUPPL. FOR WOOD CONST. - 2018 EDITION
5. SPECIAL DESIGN PROVISION FOR WIND & SEISMIC - 2015 EDITION
6. ASCE 7-16 MIN. DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
GENERAL NOTES
1. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED BY
THE BUILDER.
2. ANY PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER.
3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. ANY VARIATION FROM THE DRAWINGS SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER.
4. INSTALL SIMPSON HARDWARE AS PER MANUFACTURERS REQUIREMENTS.
5. DETAILS ARE REPRESENTATIONS/ DEPICTIONS ONLY. FOLLOW WRITTEN CALLOUTS.
6. NO CHANGES PERMITTED WITHOUT EXPRESS WRITTEN PERMISSION OF ENGINEER OF RECORD.
7. (2018 IRC CHAPTER 14)HEATING & COOLING EQUIPMENT / APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH
THE MANUFACTURER'S INSTALLATION REQUIREMENTS.
DECKS:
1. (R507) WOOD-FRAMED DECKS SHALL BE IN ACCORDANCE WITH SECTION 507. (SEE FLOOR FRAMING PAGE FOR DECK
SIZING AND MATERIAL TYPE)
2. (R317) WOOD MATERIALS SHALL BE NO. 2 GRADE OR BETTER LUMBER, WOOD FRAMING LESS THAN 18" ABOVE
GRADE SHALL BE IN COMPLIANCE WITH R317.1 (IRC 2018). CONTRACTOR TO VERIFY FINAL HEIGHT FROM FINISHED
GRADE.
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G-102
PLN# 23-08-014
DR
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CH
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BY
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KK DM
PL
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6/8/20
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THESE PLANS ARE
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THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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N
32
'
28
'
63'20'
58
'
PROPOSED NEW RESIDENCE
PROPOSED DRIVEWAY
CONTRACTOR TO FIELD-
LOCATE AND TIE INTO EXISTING
UNDERGROUND UTILITIES
20' REAR SETBACK
155'
MCJON LN.
MASON & McGWIRE
PHLLIPS
PARCEL #:
RPRPNBK2030030
PINE BROOK ESTATES
DIV NO 2 LOT 3 BLK 3
RR2 ZONE
0.53 ACRES
25' FRONT SETBACK
6'
SI
D
E
SE
T
B
A
C
K
6'
SI
D
E
SE
T
B
A
C
K
15
0'
15
0'
155'
1 SITE PLAN
SCALE: 1" = 20'
SITE PLAN NOTE:
1. SOUTH FORK DESIGN GROUP DOES NOT PROVIDE SURVEYING, CIVIL
ENGINEERING OR GEO TECHNICAL ENGINEERING. IT IS THE RESPONSIBILITY OF
THE OWNER/CONTRACTOR TO ACQUIRE THESE SERVICES IF APPLICABLE. FINAL
PLACEMENT OF STRUCTURE IS THE RESPONSIBILITY OF THE
OWNER/CONTRACTOR.
2. U.N.O. THE SITE PLAN IS BASED ON MEASUREMENTS OBTAINED FROM PUBLIC
RECORD DOCUMENTS OR GIS SYSTEM INFORMATION AND MAY NOT BE EXACT.
3. IT IS THE OWNERS/CONTRACTORS RESPONSIBILITY TO OBTAIN NECESSARY
SURVEY DATA, INCLUDING TOPOGRAPHICAL INFORMATION
4. LOCATION OF UTILITIES SHOULD BE CONFIRMED BY THE CONTRACTOR PRIOR TO
EXCAVATION
5. WHERE SEPTIC AND/OR FRESH WATER WELLS ARE NECESSARY, PERMITS AND
LOCATION SHOULD BE OBTAINED FROM THE AUTHORITY HAVING JURISDICTION
(TYPICALLY HEALTH DEPT)
6. INDICATED LOCATIONS OF SEPTIC, WELL, AND/OR UTILITIES ARE ASSUMED OR
SUGGESTED AND SHOULD BE VERIFIED AND APPROVED BY THE
OWNER/CONTRACTOR AND THE AUTHORITY HAVING JURISDICTION
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C-101
PLN# 23-08-014
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# LJKÑJ= FO ÑJ>9:O 6B@ Ñ6E9ÑB6E9J8 6G:Ñ
JKI>GÑ>EÑ( >< = KÑF;Ñ- 6QÑFEÑ)>K:Ñ& B6E
77
UP
UP
H
D
H
3
H DD
G
C
C
A
G
G
4
B
G
B
6
5
F
1
D
2
8
7
8
9
8
8
7
7
7
7
7
7
9
8
W
DR
DW
8
72'
64
'
5'
5'
3'
-
9
"
8'
3'
-
9
"
4'
4'
5'
-
6
"
2'-6"
3'
1
A-30
1
1
A-30
1
1
A-303
1
A-303
1
A-30
2
1
A-30
2
2
A-303
2
A-303
2
A-30
2
2
A-30
2
3
A-303
3
A-303
2
A-30
1
2
A-30
1
RIDGE OF
INTERIOR
VAULT
EGRESS
EGRESS
EGRESS
EGRESS
TE
M
P
E
R
E
D
TEMPERED
STORAGE
W/C
CL
O
S
E
T
CL
O
S
E
T
LIN.LI
N
.
SH
O
E
BE
N
C
H
MUD
ROOM
9' CLG.
VAULTED
9' CLG.
9' CLG.9' CLG.
9' CLG.
16' CLG.
9' CLG.
9' CLG.
9' CLG.
9' CLG.
11' CLG.
11' CLG.
9' CLG.
VAULTED
9' CLG.
VAULTED
BATH
BEDROOM 3
11'-5" x 11'-4"
BEDROOM 2
11'-5" x 11'-3"
BEDROOM 4
11'-0" x 12'-1"
KITCHEN
11'-6" x 15'-6"
DINING
11'-6" x 9'-8"
MASTER
13'-0" x 14'-5"
FOYER
7'-11" x 7'-11"
LAUNDRY
6'-0" x 8'-2"
W.I.C.
7'-8" x 10'-6"
MSTR. BATH
7'-8" x 11'-6"
PANTRY
4'-4" x 4'-8"
REAR PORCH
19'-6" x 10'-0"
FRONT PORCH
20'-0" x 8'-0"
GARAGE
23'-0" x 21'-5"
GARAGE
11'-5" x 23'-2"
F
3'-6"4'2'
15
'
-
6
"
LIVING ROOM
15'-5" x 15'-6"
WINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
1
2
2
4
1
1
4
3
SIZE
W
2'
2'
2'
2'-6"
5'
5'
5'
8'
HT
1'-6"
2'-6"
5'
5'
2'
2'-6"
5'
5'
HEAD
HEIGHT
6'-8"
6'-8"
6'-8"
6'-8"
15'
6'-8"
6'-8"
6'-8"
TEMPERED
---
---
SEE PLAN
---
---
---
---
SEE PLAN
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
9
QTY
1
1
1
1
1
1
9
6
2
LOCATION
Exterior
Exterior
Exterior
Exterior
Exterior
Exterior
Interior
Interior
Interior
FIRE RATING
---
20 MIN
---
---
---
---
---
---
---
DOOR
W
3'
3'
6'
6'
9'
18'
2'-6"
3'
5'
HT
6'-8"
6'-8"
6'-8"
7'
9'
9'
6'-8"
6'-8"
6'-8"
NOTES
SELF-CLOSING DEVICE REQUIRED
SLIDING GLASS
MAIN ENTRY - FRENCH DOORS
OVERHEAD DOOR
OVERHEAD DOOR
FINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
AREA
1,921
1,921 ft²
UNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
903
903 ft²
1 MAIN LEVEL PLAN
SCALE: 1/4" = 1'-0"
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A-101
PLN# 23-08-014
DR
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PL
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THESE PLANS ARE
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LOCATION CHANGES
REENGINEERING IS REQUIRED.
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* :CG:I:9
24
'-10
13
/32
" OV
E
R
A
L
L
HE
I
G
H
T
G G G
B B
5
4
8
12
8
12
E
8
12
8
12
H H HD D G
8
12
8
12
WINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
1
2
2
4
1
1
4
3
SIZE
W
2'
2'
2'
2'-6"
5'
5'
5'
8'
HT
1'-6"
2'-6"
5'
5'
2'
2'-6"
5'
5'
HEAD
HEIGHT
6'-8"
6'-8"
6'-8"
6'-8"
15'
6'-8"
6'-8"
6'-8"
TEMPERED
---
---
SEE PLAN
---
---
---
---
SEE PLAN
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
9
QTY
1
1
1
1
1
1
9
6
2
LOCATION
Exterior
Exterior
Exterior
Exterior
Exterior
Exterior
Interior
Interior
Interior
FIRE RATING
---
20 MIN
---
---
---
---
---
---
---
DOOR
W
3'
3'
6'
6'
9'
18'
2'-6"
3'
5'
HT
6'-8"
6'-8"
6'-8"
7'
9'
9'
6'-8"
6'-8"
6'-8"
NOTES
SELF-CLOSING DEVICE REQUIRED
SLIDING GLASS
MAIN ENTRY - FRENCH DOORS
OVERHEAD DOOR
OVERHEAD DOOR
FINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
AREA
1,921
1,921 ft²
UNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
903
903 ft²
1 FRONT ELEVATION
SCALE: 1/4" = 1'-0"
2 REAR ELEVATION
SCALE: 1/4" = 1'-0"
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A-201
PLN# 23-08-014
DR
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LOCATION CHANGES
REENGINEERING IS REQUIRED.
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Street Number
Displayed on House
R oof V entilation as per R 8 0 6
6
F
D
8
12
8
12
8
12
8
12
1
D C CA3
3 12
8
12
8
12
8
12
312
8
12
WINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
1
2
2
4
1
1
4
3
SIZE
W
2'
2'
2'
2'-6"
5'
5'
5'
8'
HT
1'-6"
2'-6"
5'
5'
2'
2'-6"
5'
5'
HEAD
HEIGHT
6'-8"
6'-8"
6'-8"
6'-8"
15'
6'-8"
6'-8"
6'-8"
TEMPERED
---
---
SEE PLAN
---
---
---
---
SEE PLAN
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
9
QTY
1
1
1
1
1
1
9
6
2
LOCATION
Exterior
Exterior
Exterior
Exterior
Exterior
Exterior
Interior
Interior
Interior
FIRE RATING
---
20 MIN
---
---
---
---
---
---
---
DOOR
W
3'
3'
6'
6'
9'
18'
2'-6"
3'
5'
HT
6'-8"
6'-8"
6'-8"
7'
9'
9'
6'-8"
6'-8"
6'-8"
NOTES
SELF-CLOSING DEVICE REQUIRED
SLIDING GLASS
MAIN ENTRY - FRENCH DOORS
OVERHEAD DOOR
OVERHEAD DOOR
FINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
AREA
1,921
1,921 ft²
UNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
903
903 ft²
1 RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
2 LEFT ELEVATION
SCALE: 1/4" = 1'-0"
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A-202
PLN# 23-08-014
DR
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:
CH
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PL
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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M inimum F rost Depth G round Surfac e to B ottom of F ooting 3 6 "
R oof T russes (desig ned ac c ording to R 8 0 2 .1 0 .1 ) 3 5 # Snow and 9 0 mph w inds (L oc al C onditions)
G round Surfac e to Slope aw ay from F oundation a minimum
of 6 " w ith in first 1 0 ft.
-5'-2 1/8" TOP OF FOOTING
-1'-2 1/8" TOP OF FOUNDATION
0" MAIN LEVEL
9'-1 1/8" TOP OF WALL & BEAM
17'-8 3/8"
19'-4 3/8"
22'-10 3/8"
14'-4 3/8"
9'-11/8"
4'-11/2"
14
'-317
/32
"
1'-4"
MONO-SLOPE TRUSSES
PER MANUFACTURER
5'-6" RAISED ARCHITECTURAL
TRUSS HEEL, FINAL DESIGN
PER MANUFACTURER
IN-CEILING LVL BEAM,
TRUSS MFR. SHALL
NOTCH TRUSSES TO
ACCEPT BEAM
312
8
12
8
12
8
12
3 12
8
12
VAULTED TRUSSES
PER MANUFACTURER
BEDROOM 4
CRAWL SPACE
FRONT
PORCH
REAR
PORCH KITCHEN
4
R-102
14
'-317
/32
"
9'-11/8"
16
'-11/8"
-5'-2 1/8" TOP OF FOOTING
-1'-2 1/8" TOP OF FOUNDATION
0" MAIN LEVEL
9'-1 1/8" TOP OF WALL & BEAM
17'-8 3/8"
19'-4 3/8"
22'-10 3/8"
14'-4 3/8"
4'-11/2"
1'-4"
1'-4"
MONO-SLOPE TRUSSES
PER MANUFACTURER
ROOF OVERBUILD
RAISED
TRUSS HEEL
PER MFR.
312
8
12
3 12
8
12
8
12
8
12
VAULTED TRUSSES
PER MANUFACTURER
TRUSSES PER
MANUFACTURER
FOYER
CRAWL SPACE
FRONT
PORCH
REAR
PORCH KITCHEN
1 SECTION @ PORCH
SCALE: 1/4" = 1'-0"
2 SECTION @ FOYER
SCALE: 1/4" = 1'-0"
DE
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:
A-301
PLN# 23-08-014
DR
A
W
N
BY
:
CH
K
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BY
:
KK DM
PL
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DA
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:
6/8/20
2
3
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6/8/2023
12
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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.
-5'-2 1/8" TOP OF FOOTING
-2' GARAGE SLAB
-1'-2 1/8" TOP OF FOUNDATION
9'-1 1/8" TOP OF WALL
19'-3/8"
9'-11/8"
4'-11/2"
10
'-31/4"
11
'-11/8"
1'-4"
1'-4"
ROOF OVERBUILD
GIRDER TRUSS
ROOF OVERBUILD
RAISED
TRUSS HEEL
PER MFR.
8
12
8
12
MASTER
TRUSSES PER
MANUFACTURER
SCISSOR TRUSSES
PER MANUFACTURER
TRUSSES PER
MANUFACTURER
MASTER BATH
CRAWL SPACE
GARAGE
-5'-2 1/8" TOP OF FOOTING
-2' GARAGE SLAB
-1'-2 1/8" TOP OF FOUNDATION
9'-1 1/8" TOP OF WALL
17'-8 3/8"
22'-10 3/8"
14'-4 3/8"
10
'-31/4"
11
'-11/8"
9'-11/8"
14
'-317
/32
"
4'-11/2"
1'-4"
1'-4"
ROOF OVERBUILD
RAISED
TRUSS HEEL
PER MFR.
8
12
8
12
8
12
3 12
8
12
8
12
VAULTED TRUSSES
PER MANUFACTURER
TRUSSES PER
MANUFACTURER
DINING KITCHEN
CRAWL SPACE
GARAGE
1 SECTION @ GARAGE
SCALE: 1/4" = 1'-0"
2 SECTION @ KITCHEN
SCALE: 1/4" = 1'-0"
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TI
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:
A-302
PLN# 23-08-014
DR
A
W
N
BY
:
CH
K
'D
BY
:
KK DM
PL
O
T
DA
T
E
:
6/8/20
2
3
EN
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:
RA
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:
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6/8/2023
12
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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.
-5'-2 1/8" TOP OF FOOTING
-1'-2 1/8" TOP OF FOUNDATION
9'-1 1/8" TOP OF WALL
9'-11/8"
9'-11/8"
4'-11/2"
10
'-31/4"
11
'-11/8"
1'-4"1'-4"VAULTED TRUSSES
PER MANUFACTURER TRUSSES PER
MANUFACTURER
TRUSSES PER
MANUFACTURER
CRAWL SPACE
MASTER W.I.C.BEDROOM 2 LIVING ROOM KITCHEN MASTER BATH GARAGE
-5'-2 1/8" TOP OF FOOTING
-2' GARAGE SLAB
9'-1 1/8" TOP OF WALL
17'-8 3/8"
19'-3/8"
22'-10 3/8"
19'-4 3/8"
10
'-31/4"
11
'-11/8"
1'-4"
1'-4"
ROOF OVERBUILD
8
12
8
12
8
12
8
12
TRUSSES PER
MANUFACTURER
MONO-SLOPE TRUSSES
PER MANUFACTURER
FRONT PORCH GARAGE
11
'-319
/64
"
9'-11/8"
4'-11/2"
1'-4"
SCISSOR TRUSSES
PER MANUFACTURER
8
12
8
12
4
12
4
12
CRAWL SPACE
MASTER
1 CROSS SECTION @ LIVING
SCALE: 1/4" = 1'-0"
2 CROSS SECTION @ GARAGE
SCALE: 1/4" = 1'-0"
3 CROSS SECTION @ MASTER
SCALE: 1/4" = 1'-0"
DE
S
C
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SE
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:
A-303
PLN# 23-08-014
DR
A
W
N
BY
:
CH
K
'D
BY
:
KK DM
PL
O
T
DA
T
E
:
6/8/20
2
3
EN
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I
N
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R
:
RA
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MC
D
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A
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,
PE
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:
BA
6/8/2023
12
7
E.
Ma
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Su
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11
1
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
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2727
27
1
1 1
1
1
1
1 1
1
44
4
44
4
4 4
5
R-101
8
R-101
2
R-101
1
R-101
64
'
72'
64
'
72'
16'32'14'10'
2'
22
'
28
'
12
'
11
'
11
'
21
'
-
6
"
6'
-
6
"
20'12'
2'
6'
12
'
32
'
3'
9'
8'
4'
16
'
16
'
16'20'7'10'7'12'
6'6'
22
'
5'
-
6
"
6'
-
6
"
12
'
-
8
"
3'
-
4
"
12
'
8'
4'
4'
4'
-
9
"
7'
-
3
"
9'
3'
-
8
"
6'
-
4
"
12'8'
16'12'8'18'-4"5'12'-8"
16'20'12'12'2'10'
8'
-
9
"
76 '-5 /16 "
3
2
'-5
3
/
6
4
"
61'-839/64"
25
'
3'
FW
1
FW1
FW
1
FW1
FW
1 FW1
FW
1
FW1
FW
1
FW1
FW
1
FW1
FW
1
FW1
FW
1
FW1
FW
1
FW1
FW
1
FW1
FW
1
FW1
FW
1
FW1
FW
1
FW1
FW
1
FW1
FW
1
FW1
FW
1
FW
1
FW1
FW1 FW
1
FW
1
F1
F3
F1
F3
F1
F3
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F3
F1
F1
F1
F1
F1
F1 F1
F1
F1 F1
F3
F3
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
2X WALL, 5/8" REDHEAD
ANCHORS @ 32" O.C., TYP.
8" PORCH CAP W/ #4 BAR
BOTH WAYS @ 16" O.C. OVER
COMPACTED FILL
8" PORCH CAP W/ #4 BAR
BOTH WAYS @ 16" O.C. OVER
COMPACTED FILL
JUSTIFY ANCHOR BOLTS TO INSIDE
OF WALL, THIS SECTION ONLY
1
A-30
1
1
A-30
1
1
A-303
1
A-303
1
A-30
2
1
A-30
2
2
A-303
2
A-303
2
A-30
2
2
A-30
2
3
A-303
3
A-303
2
A-30
1
2
A-30
1
FOOTING SCHEDULE
ID
F1
F3
WIDTH
16"
18"
DEPTH
8"
8"
FOOTING TYPE
CONTINUOUS FOOTING
CONTINUOUS FOOTING
FOOTING REBAR
(2) #4 BAR CONT.
(2) #4 BAR CONT.
PIER (IF REQUIRED)
---
---
SIMPSON TIES
SYM
1
4
27
ID
1
4
27
QTY
9
8
3
TYPE
HDU5
STHD10RJ
ABU88Z
SPACING
FOUNDATION WALLS
WALL
ID
FW1
THICK
8"
HEIGHT
4'
VERT
BAR
#4
VERT
SPACING
24" O.C.
HORIZ
BAR
#4
HORIZ
SPACING
24" O.C.
BAR IN
TOP 12"
(1)
J-BOLT SIZE
5/8" W/7" EMBED
J-BOLT
SPACING
32" O.C.
5 FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
DE
S
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TI
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:
S-101
PLN# 23-08-014
DR
A
W
N
BY
:
CH
K
'D
BY
:
KK DM
PL
O
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DA
T
E
:
6/8/20
2
3
EN
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:
RA
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PE
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:
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6/8/2023
12
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3,
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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11-7/8" TJI 110 JOISTS OR BETTER @ 16" O.C.
OVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKING
THROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INSTALL PER
MANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANK
NAILS 3/12 SPACING (TYP)
1
A-30
1
1
A-30
1
1
A-303
1
A-303
1
A-30
2
1
A-30
2
2
A-303
2
A-303
2
A-30
2
2
A-30
2
3
A-303
3
A-303
2
A-30
1
2
A-30
1
2 MAIN LEVEL FLOOR FRAMING
SCALE: 1/4" = 1'-0"
DE
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FR
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:
S-201
PLN# 23-08-014
DR
A
W
N
BY
:
CH
K
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BY
:
KK DM
PL
O
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DA
T
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:
6/8/20
2
3
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BA
6/8/2023
12
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3,
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
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I6O BÑJG68 :Ñ68 8 :JJÑF;Ѥ ÄÑP ѽ ÄÑ
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# ¤ Ã ¤ ¤ Þ
12'4'4'-6"6'6'3'-6"6'6'7'7'
8'4'
10
'
2'
-
2
"
1'-51/2"
4'
-
2
"
1'
-
1
0
"
10
'
5'
5'
6'
3'
12'4'12'8'3'-6"3'-6"5'5'3'-6"3'-6"6'6'
8'4'6'6'4'4'
11
'
11
'
24
'
4'
9'
3'
14
'
7'
-
6
"
2'
-
6
"
8"5'-4"5'-4"8"
6"
4'
77
UP
UP
H
D
H
3
H DD
G
C
C
A
G
G
4
B
G
B
6
5
F
1
D
2
8
7
8
9
8
8
7
7
7
7
7
7
9
8
W
DR
DW
8
C9
64
'
2'
22
'
28
'
12
'
72'
16'20'12'14'10'
64
'
2'
6'
8'
4'
32
'
3'
9'
72'
16'20'7'10'7'12'
12
'
-
2
"
2'-41/2"
5'-71/2"
11
'
-
1
0
"
10
'
2'
5'
8"
7'
-
4
"
4'
8'
-
6
"
7'
2'-10"3'-91/2"5'-41/2"4'-6"2'25'8'1'-8"4'2'-10"2'10'
4'
-
1
0
"
4'-11/2"
3'-21/2"
5'
-
7
"
5'
5'
-
9
"
4'
-
6
"
4'-1/2"
1'
10
'
-
1
0
"
4'
-
2
"
6'
4'
4'
-
8
"
5'
-
6
"
3'
-
6
"
11
'
-
1
0
"
3'
-
2
"
1'
15
'
4'-8"3'-4"2'-1/2"
1'-51/2"5'
6'-71/2"
1
A-30
1
1
A-30
1
1
A-303
1
A-303
1
A-30
2
1
A-30
2
2
A-303
2
A-303
2
A-30
2
2
A-30
2
3
A-303
3
A-303
2
A-30
1
2
A-30
1
RIDGE OF
INTERIOR VAULT
RIDGE OF
INTERIOR
VAULT
SW2
SW
2
SW2
SW
2
SW2
SW
2
SW2
SW
2
SW2
SW
2
SW2
SW
2
SW2
SW
2
SW2
SW
2
SW2 SW
2 SW2
SW
2
SW2
SW
2
SW2
SW
2
H3
H9
H3
H1
H1
H3
H3 H1H1
H1
H1
H1
H1
H7
H7 H7
H7
H7
H7
H7 H7
H7
H7
H3
C9
C4C4
C6
C6
C4 C4
C4C4
FAUX BEAMS
(OPTIONAL
PER OWNER)
FAUX BEAMS
(OPTIONAL
PER OWNER)
EGRESS
EGRESS
EGRESS
EGRESS
TE
M
P
E
R
E
D
TEMPERED
STORAGE
W/C
CL
O
S
E
T
CL
O
S
E
T
MUD
ROOM
BATH
BEDROOM 3
11'-5" x 11'-4"
BEDROOM 2
11'-5" x 11'-3"
BEDROOM 4
11'-0" x 12'-1"
KITCHEN
11'-6" x 15'-6"
DINING
11'-6" x 9'-8"
MASTER
13'-0" x 14'-5"
FOYER
7'-11" x 7'-11"
LAUNDRY
6'-0" x 8'-2"
W.I.C.
7'-8" x 10'-6"
MSTR. BATH
7'-8" x 11'-6"
REAR PORCH
19'-6" x 10'-0"
FRONT PORCH
20'-0" x 8'-0"
GARAGE
23'-0" x 21'-5"
GARAGE
11'-5" x 23'-2"
F
C9, APT6 BOTH
SIDES, TYP.
LIVING ROOM
15'-5" x 15'-6"
HEADERS
ID
H1
H3
H7
H9
PLY
2
2
2
1
SIZE
2X10 SPF
1-3/4 x 9-1/2 MICROLAM
2X8 SPF
5-1/8" x 15" 24F-V4 GLULAM
NOTE
SHEAR WALL SCHEDULE
ID
SW2
LOCATION
EXTERIOR
TYPE
7/16” OSB W/ 8d @ 4” O.C. ALL PANEL EDGES & 12” O.C. FIELD ( NO STAPLE OPTION )
COLUMN SCHEDULE
ID
C4
C6
C9
MATERIAL
(3) 2X6 SPF #2 OR BETTER
(5) 2X6 SPF #2 OR BETTER
8X8 SPF #1 OR BETTER
WINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
1
2
2
4
1
1
4
3
SIZE
W
2'
2'
2'
2'-6"
5'
5'
5'
8'
HT
1'-6"
2'-6"
5'
5'
2'
2'-6"
5'
5'
HEAD
HEIGHT
6'-8"
6'-8"
6'-8"
6'-8"
15'
6'-8"
6'-8"
6'-8"
TEMPERED
---
---
SEE PLAN
---
---
---
---
SEE PLAN
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
9
QTY
1
1
1
1
1
1
9
6
2
LOCATION
Exterior
Exterior
Exterior
Exterior
Exterior
Exterior
Interior
Interior
Interior
FIRE RATING
---
20 MIN
---
---
---
---
---
---
---
DOOR
W
3'
3'
6'
6'
9'
18'
2'-6"
3'
5'
HT
6'-8"
6'-8"
6'-8"
7'
9'
9'
6'-8"
6'-8"
6'-8"
NOTES
SELF-CLOSING DEVICE REQUIRED
SLIDING GLASS
MAIN ENTRY - FRENCH DOORS
OVERHEAD DOOR
OVERHEAD DOOR
FINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
AREA
1,921
1,921 ft²
UNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
903
903 ft²
4 MAIN LEVEL WALL FRAMING
SCALE: 1/4" = 1'-0"
DE
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PLN# 23-08-014
DR
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PL
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6/8/20
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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* :CG
3
R-102
4
R-102
16'
COMMON TRUSSES PER
TRUSS MANUFACTURER
12'
VAULTED TRUSSES WITH FRONT
RAISED HEEL & REAR PITCH
CHANGE PER TRUSS MFR.
8'
VAULTED TRUSSES W/
FRONT RAISED HEEL &
REAR PITCH CHANGE
PER TRUSS MFR.
8'
VAULTED TRUSSES
W/ RAISED HEEL
& PITCH CHANGE
PER TRUSS MFR.
4'
TRUSSES W/ REAR
PITCH CHANGE PER MFR.
14'
TRUSSES PER MFR.
W/ RAISED REAR HEEL
10'
COMMON TRUSSES PER
TRUSS MANUFACTURER
22
'
CO
M
M
O
N
TR
U
S
S
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S
PE
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TR
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S
S
MA
N
U
F
A
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T
U
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15
'
SC
I
S
S
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R
TR
U
S
S
E
S
PE
R
MA
N
U
F
A
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T
U
R
E
R
20'
MONO-SLOPE TRUSSES PER
TRUSS MANUFACTURER
1'
-
4
"
1'-4"
1'
-
4
"
1'
-
4
"
1'-4"
1'
-
4
"
1'
-
4
"
8'
-
6
"
CO
M
M
O
N
TR
U
S
S
E
S
P
E
R
MF
R
.
1
A-30
1
1
A-30
1
1
A-303
1
A-303
1
A-30
2
1
A-30
2
2
A-303
2
A-303
2
A-30
2
2
A-30
2
3
A-303
3
A-303
2
A-30
1
2
A-30
1
GIRDER TRUSS
RAFTERS TO HANG FROM GABLE END TRUSS
2X6 RAFTERS @ 16" O.C.
W/ LRU26Z & 16d TOE-
NAILED, 3:12 SLOPE
8X8 D.F.-L. #1 BEAM
BEAM POCKET
MIN. (2) 2X8
TRUSSES BEAR ON TOP OF BEAM
(2) 11-7/8" LVL,
BEAM SHALL BE RAISED ABOVE
CEILING, TRUSSES TO PROVIDE NOTCH
FOR BEARING, REFER TO SECTION
5-1/8" X 13-1/2" 24F-V4 GLULAM
BEAM OR 8X14 D.F.-L. #1 BEAM POCKET
PITCH CHANGE
ROOF OVERBUILD, TYP. GREYED AREAS
ROOF OVERBUILD DETAIL,
TYP. GREYED AREAS
ROOF OVERBUILD, TYP. GREYED AREAS
8/12
8/12 8/12
8/12
3/12
8/12 8/12
3/12
8/12
8/12
8/12 8/12
8/12
3/12
8/12
8/12
8/12
BEAM POCKET
INTERIOR RIDGE
START OF INTERIOR SLOPE
8/12
MONO-SLOPE TRUSS
TO WALL DETAIL
BOXED SOFFITS, TYP.
BOXED SOFFITS, TYP.
DECORATIVE KNEE BRACE
1 ROOF FRAMING
SCALE: 1/4" = 1'-0"
DE
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S-401
PLN# 23-08-014
DR
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:
CH
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BY
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PL
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6/8/20
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6/8/2023
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
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Be
l
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Fr
o
s
t
6"
Mi
n
1
5
4
3
2
7
6
8
9
10
KEYNOTES
1 - FOOTING, SEE FDN PLAN
2 - CONCRETE WALL, SEE FDN PLAN
3 - CONCRETE SLAB
4 - CONT. SILL PLATE AND ANCHOR BOLTS
5 - WALL STUDS, SEE WALL FRAMING PLAN
6 - WALL SHEATHING, SEE WALL FRAMING PLAN
7 - REQ'D PANEL EDGE NAILING
8 - ANCHOR BOLTS, SEE FDN PLAN
9 - SQUARE PLATE WASHERS
10 - SILL SEALER
BE
L
O
W
FR
O
S
T
1
6
3
7
4
8
5
2
9
KEYNOTES
1 - FOOTING, SEE FDN PLAN
2 - ALL SPLICES TO HAVE 40 BAR DIA.
OVERLAP
3 - CONCRETE WALL, SEE FDN PLAN
4 - ANCHOR BOLTS, SEE FDN PLAN
5 - SILL SEALER
6 - CONT. SILL PLATE AND ANCHOR BOLTS
7 - REQ'D PANEL EDGE NAILING
8 - SQUARE PLATE WASHERS
9 - STANDARD HOOK, 12 BAR DIA. WET SET
ACCEPTABLE. HOOK HORIZONTAL REBAR
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
KEYNOTES:
1 - MANUFACTURED TRUSS PER OTHERS OR RAFTERS PER ROOF
FRAMING PLAN
2 - R50 INSULATION
3 - SIMPSON ANCHOR @ TRUSS/RAFTER SEE ROOF PLAN
4 - METAL DRIP LEDGE TO MATCH ROOF MATERIAL
5 - ICE & WATER SHIELD MIN OF 36"
6 - ROOF MATERIAL AS SELECTED BY OWNER/BUILDER
7 - DOUBLE TOP PLATE
8 - SIDING PER OWNER BUILDER OVER TYVEK HOUSE WRAP OVER
EXTERIOR SHEATHING.
9 - STRUCTURAL HEADER SEE FRAMING PLAN
10 - DOUBLE PANE INSULATED GLASS WINDOWS AS SELECTED BY
OWNER. SEE PLANS FOR SIZE.
11 - 2X6 STUDS SEE FRAMING PLAN FOR STUD SPACING AND
SHEATHING SIZE AND NAILING. R-25 INSULATION
12 - STONE VENEER W/22 GA.BRICK TIES ATTACHED TO WIRE MESH.
FELT PAPER BENEATH.
13 - 1/2" GYP WALL BOARD ON WALLS AND CEILING TYP.
14 - 3/4" T&G SUB FLOOR OVER JOISTS AS FLOOR FRAMING PLAN
15 - 6" MIN TOP OF CONCRETE TO FINISHED GRADE.
16 - SLOPE ALL GRADES AWAY FROM HOME
17 - PRESSURE TREATED SILL PLATE. ANCHOR BOLTS PER
FOUNDATION PLAN.
18 - 2X4 FUR WALL W/R-13 INSULATION
19 - ASPHALT WATER PROOFING
20 - CONCRETE FOUNDATION WALL REINFORCING AS PER FOUNDATION
PAGE.
21 - PRESSURE TREATED BASE PLATE
22 - 4" CONCRETE SLAB OVER COMPACTED GRAVEL FILL
23 - CONCRETE FOOTING PER FOUNDATION PLAN
24- RECOMMENDED 8" DRAIN AROUND FND PERIMETER W/ 18"
GRAVEL FIELD & SILT FABRIC.
1
2
3
5
6
7
8
KEYNOTES:
1 - 2X6 FRAMED STUD WALL
2 - SHEATHING PER FRAMING PLAN W/ 2"X2"
GALV. WIRE MESH ATTACHED W/2" GALV
WIRE FURRING NAILS @ 4" O.C. TYP.
3 - MASONRY VENEER
4 - 5/8" TITAN HD EXP ANCHOR @ 32" O.C.
5 - 6" MIN TOP OF CONCRETE TO FINISHED
GRADE.
6 - ANGLE IRON VENEER SUPPORT GALVANIZED
OR CORROSION RESISTANT PAINTED
7 - FOUNDATION WALL SEE PLAN
8 - REBAR PER FOUNDATION PLAN
4
1
2
3
5
6
7
8
5
7
9
9
10
4
11
12
KEYNOTES:
1 - COLUMN (SEE WALL FRAMING PG FOR
SIZE/TYPE)
2 - COLUMN TO PIER CONNECTION (SEE FND PLAN)
3 - CAP MATERIAL PER OWNER BUILDER
4 - MONOLITHIC POUR FOR PORCH CAP & PIER.
5 - PRESSURE TREATED FRAMING OR BLOCK CMU
6 - DURAROCK OR EQUAL ATTACHED TO FRAMING
W/STAINLESS STEEL SCREWS.
7 - MASONRY FINISH PER OWNER BUILDER
8 - 16"X16" SQ PIER W/ (4) #4 BAR & #3 TIES @ 8"
O.C.
9 - MIN 3/4" GAP BETWEEN FRAMING, CMU, & CAP
TO COLUMN.
10 - FLASHING NOTCHED INTO COLUMN
11 - FLOOR FRAMING
12 - FRAME WALL
3
2
1
4
5 KEYNOTES
1 - HOLDOWN POST, EDGE NAILING
SHEATHING TO POST FULL HEIGHT.
2 - STHD HOLDOWN, SEE FND PLAN.
3 - SILL PLATE, SEE FND PLAN.
4 - REBAR PER FND PLAN.
5 - MIN EDGE DIST TO CONC CORNER
HOLDOWN
POSTMARK REQUIRED
NAILS
MIN EDGE
DISTANCE
EMBEDMENT
DEPTH
STHD8 OR
STHD8RJ
STHD10 OR
STHD10RJ
STHD14 OR
STHD14RJ
(2) 2X
(3) 2X
(3) 2X
(16) 16d
(20) 16d
(24) 16d
1 1/2"
1 1/2"
1 1/2"
0'-8"
0'-10"
1'-2"
1
2
3
4
5
1
1
KEYNOTES
1 - HOLDOWN POST, EDGE NAILING SHEATHING TO POST FULL
HEIGHT.
2 - SIMPSON SDS 1/4" X 2-1/2" WOOD SCREWS
3 - HDU HOLDOWN
4 - 4" MAX DISTANCE FROM EDGE OR OPENING
5 - SILL PLATE, SEE FND PLAN
6 - ANCHOR BOLT
7 - ANCHOR DEPTH IS REQUIRED TO BE INCREASED FOR THE
THICKNESS OF FLOOR SLAB POUR OVER CONDITIONS THAT
OCCUR ABOVE THE TOP OF FOOTINGS OR TOP OF STEM
WALLS, EMBEDMENT LENGTH DOES NOT INCLUDE THAT
PORTION OF CONCRETE ABOVE THE FOOTING OR STEM
WALL.
HOLDOWN
POSTMARK WOOD SCREWS SIMPSON
SDS 1/4" X 2-1/2"
ANCHOR
BOLT
HDU2
HDU4
HDU5
(2) 2X
(2) 2X
(3) 2X
(6)5/8"
5/8"
5/8"
HDU8
HDU11
HDU14
(2) 2X
(5) 2X
(5) 2X
(10)
(10)
(14)
(20)
(36)
7/8"
1"
1"
EMBED
DEPTH
8"
16"
18"
18"
24"
24"
1
2
3
4
5
6
7
8
10
9
KEYNOTES:
1 - COLUMN (SEE WALL FRAMING PG FOR
SIZE/TYPE)
2 - COLUMN TO PIER CONNECTION (SEE FND PLAN)
3 - FRAME WALL
4 - FLOOR FRAMING
5 - 4 X 6 X 1/4 ANGLE
6 - 1/2" TITAN HD BOLTS @ 12", MIN 5" PENETRATION
7 - 1/2" THREADED ROD STUDS @ 12" O.C.
8 - MOISTURE BARRIER
9 - COMPACTED FILL
10 - REBAR (SEE FND PLAN)
101-STUD WALL TO CONCRETE WALL CONNECTION
NOT TO SCALE
1 109-FOUNDATION WALL
NOT TO SCALE
2
204 TYPICAL WALL SECTION
NOT TO SCALE
3
113 STONE VENEER SUPPORT
NOT TO SCALE
4
112 COLUMN TO PORCH CAP
NOT TO SCALE
5
114 STHD HOLDOWN
NOT TO SCALE
6
115 HDU HOLDOWN
NOT TO SCALE
7
116 CONCRETE PORCH CAP
NOT TO SCALE
8
DE
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:
R-101
PLN# 23-08-014
DR
A
W
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BY
:
CH
K
'D
BY
:
KK DM
PL
O
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DA
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:
6/8/20
2
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:
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6/8/2023
12
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Ma
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2
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3
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3,
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X
B
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,
ID
THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
p
y
r
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20
2
3
|
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.
1
2
3
4
5
6
7
8
9
KEYNOTES:
1 - ROOF FINISH PER OWNER/BUILDER.
OVER MIN #15 ROOFING FELT.
2 - OSB SHEETING
3 - MIN 2' ICE & WATER SHIELD
4 - DRIP LEDGE
5 - SUB FACIA
6 - SOFFIT
7 - WALL FINISH PER OWNER/BUILDER
8 - OSB WALL SHEETING
9 - WATER RESISTANT BARRIER
1
2
3
KEYNOTES: R408.4
1 - FLOOR JOISTS
2 - ACCESS TO BE LOCATED IN FLOOR
FRAMING 18"X24"
3 - 16"X24" WALL OPENING. ACCESS LOCATION
T.B.D. PER OWNER BUILDER.
(IF ACCESS IS BELOW GRADE AN
AREAWAY OF NO LESS THAN 16"X24"
SHALL BE PROVIDED AND IS TO BE BELOW
THE THRESHOLD OF THE ACCESS OPENING)
7
8
4
6
531212 4 91110
8
6
OPTION 1 OPTION 2
KEYNOTES
1 - (4) 16d NAILS INTO EACH ROOF FRAMING MEMBER
2 - 2x8 (MIN) CONT BEARING PLATE.
3 - TOE NAIL OVER-BUILD FRAMING TO BEARING PLATE W/ (3) 16d NAILS
MIN.
4 - ROOF SHEATHING
5 - 2x OVERBUILD FRAMING
6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER
7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE
CENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT.
8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF
OVER-BUILD).
9 - PREFABRICATED OVERBUILD ROOF TRUSSES @ 24" O.C.
10 - (3) 16d NAILS INTO EACH ROOF FRAMING MEMBER.
11 - 2x6 (MIN) CONT BEARING PLATE.
12 - EDGE NAILING 8d NAILS AT 4" O.C.
3
2
6
5
4
1
KEYNOTES
1 - WALL SHEATHING
2 - 2X6 BLOCK NAILED TO STUDS
AND TRUSSES
3 - STUD WALL
4 - MANUFACTURED TRUSSES
5 - 2X6 LEDGER LEDGERLOK TO WALL
BLOCKING @ 8" 0.C.
6 - 2X8 BLOCKING (4) 16d NAILS
EACH STUD
30" CLEAR
HEIGHT
1
2
3
4
KEYNOTES: IRC R807.1
1 - IF AREA OF 30" CLEARANCE IS 30 SQ FT OR MORE, AN ATTIC
ACCESS IS REQUIRED.
2 - AT CEILINGS, MINIMUM UNOBSTRUCTED HEAD ROOM IN THE
ATTIC SPACE SHALL BE 30" AT SOME POINT ABOVE THE
SPACE MEASURED VERTICALLY FROM THE BOTTOM OF THE
CEILING FRAMING MEMBERS.
3 - ROUGH OPENING MIN 22" X 30"
4 - SEE IRC SECTION M13051.3 FOR ACCESS REQUIREMENTS
WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTIC
11/2"
8"
31/2"
31/2"
8"
11/2"
1
2
3
4
6
7
5
8
16d NAILS @ 12" O.C. EACH ROW
(2) ROWS @ "h" ≤ 10", (3) ROWS
@ "h" › 10", STAGGER ROWS.
16d NAILS @ 12" O.C. EACH ROW
(2) ROWS EA FACE @ "h" ≤ 10", (3) ROWS
EA FACE @ "h" › 10", STAGGER ROWS.
5/8" THRU BOLT @ 12" O.C. EACH ROW
(2) ROWS EA FACE @ "h" ≤ 10", (3) ROWS
EA FACE @ "h" › 10", STAGGER ROWS.
KEYNOTES
1 - DBL TOP PLATE.
2 - CRIPPLE STUDS.
3 - 2X PLATE CONT.
4 - (4) 16d EACH END OF
HEADER
5 - HEADER, SEE FRAMING
PLANS
6 - BEARING STUDS (SEE
ABOVE SCHEDULE)
7 - KING STUDS (SEE ABOVE
SCHEDULE)
8 - (4) 16d EACH SIDE
SIZE OF OPENING
LESS THAN 4'-0"
4'-0" TO 8'-0"
8'-0" TO 12'-0"
KING STUDS
(1)
(2)
(3)
BEARING STUDS
(1)
(2)
(3)
(2) PLY MEMBERS
(3) PLY MEMBERS
(4) PLY MEMBERS
(2) STUDS
(3) STUDS
3" NAILS
(ONE SIDE)
3" NAILS
(BOTH SIDE)
301-ROOF EAVE
NOT TO SCALE
1
103-CRAWL SPACE ACCESS
NOT TO SCALE
2
302-ROOF OVERBUILD
NOT TO SCALE
3
303-MONO TRUSS-TO-WALL
NOT TO SCALE
4 309 ATTIC ACCESS
NOT TO SCALE
5
205 TYPICAL OPENING FRAMING
NOT TO SCALE
6
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STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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MUD
ROOM
9' CLG.
VAULTED
9' CLG.
9' CLG.9' CLG.
9' CLG.
16' CLG.
9' CLG.
9' CLG.
9' CLG.
9' CLG.
11' CLG.
11' CLG.
9' CLG.
VAULTED
9' CLG.
VAULTED
BATH
S
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S/C
PROPOSED LOCATION
OF ATTIC ACCESS
PROPOSED LOCATION OF
CRAWL SPACE ACCESS
BEDROOM 3
11'-5" x 11'-4"
BEDROOM 2
11'-5" x 11'-3"
BEDROOM 4
11'-0" x 12'-1"
KITCHEN
11'-6" x 15'-6"
DINING
11'-6" x 9'-8"
MASTER
13'-0" x 14'-5"
FOYER
7'-11" x 7'-11"
LAUNDRY
6'-0" x 8'-2"
W.I.C.
7'-8" x 10'-6"
MSTR. BATH
7'-8" x 11'-6"
PANTRY
4'-4" x 4'-8"
REAR PORCH
19'-6" x 10'-0"
FRONT PORCH
20'-0" x 8'-0"
GARAGE
23'-0" x 21'-5"
GARAGE
11'-5" x 23'-2"
F
LIVING ROOM
15'-5" x 15'-6"
2 MAIN LEVEL MEP
SCALE: 1/4" = 1'-0"
MEP DRAWING NOTE:
1. THESE DRAWINGS ARE PROVIDED FOR THE MECHANICAL, ELECTRICAL, AND PLUMBING
CONTRACTORS TO MAKE NOTATIONS AND CHANGES ACCORDING TO THE DIRECTION OF
THE HOMEOWNER AND GENERAL CONTRACTOR.
2. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL CONTACTORS TO ENSURE THAT ALL
TRADE-SPECIFIC DESIGN IS DONE ACCORDING TO THE LATEST CODE STANDARDS AND
THE HOME OWNERS PREFERENCE.
3. THE TRADE CONTRACTORS SHALL PRESENT ALL MATERIAL AND FIXTURE SELECTIONS
FOR HOME OWNER APPROVAL PRIOR TO PURCHASE AND INSTALLATION.
4. IF THE INSTALLATION OF ANY PIPES, DUCTWORK, WIRES OR OTHER MATERIAL REQUIRE
MODIFICATION OF THE SPECIFIED STRUCTURE, THE GENERAL CONTRACTOR SHALL
CONTACT THE STRUCTURAL ENGINEER OR DESIGNER TO VERIFY THAT SUCH
MODIFICATION WILL NOT NEGATIVELY EFFECT THE STRENGTH OF THE EFFECTED
STRUCTURAL ELEMENT.
ATTIC/CRAWLSPACE GENERAL NOTE:
OPENINGS TO ATTIC AND CRAWLSPACE SHALL COMPLY WITH CODE M1305.1.3 &
M1305.1.2 IN THAT ALL APPLIANCES SHALL BE ACCESSIBLE WITHIN 20 FEET OF THE
ACCESS OPENINGS.
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PLN# 23-08-014
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