HomeMy WebLinkAboutCOVER SHEET - 21-00721 - 1134 Arctic Willow Dr - AdditionSITE
PRINT DATE / TIME:
STEPHEN STUMPF
374 La Rue Ave.,
Reno, Nevada
+1 201 208 7287
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DESIGN-BUILD SET
FOR CONTRACTOR
AND OWNER.
CONTRACTOR AND
OWNER TAKE FULL
RESPONSIBILITY FOR
ALL WORK HEREIN,
WHICH SHALL BE
CODE COMPLIANT
AND PER LOCAL
JURISDICTION'S
REQUIREMENTS.
ALL ENGINEERING
SHALL BE PER
OWNER /
CONTRACTOR'S
STAMPED AND
ENGINEERED
DOCUMENTS
9/14/2021 9:22:49 PM
G1.0
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COVER
SHEET
VICINITY MAP
GENERAL NOTES:
1. THIS PROJECT SHALL COMPLY WITH ALL CURRENT / APPLICABLE CODES, INCLUDING THE CURRENT VERSION
OF THE INTERNATIONAL RESIDENTIAL CODE AND / OR THE INTERNATIONAL BUILDING CODE. THIS PROJECT SHALL
ALSO COMPLY WITH THE CURRENT VERSION OF THE CITY AND/OR COUNTY ZONING / COMPREHENSIVE MASTER
PLAN AND ANY OTHER REQUIREMENT FROM ANY AUTHORITY HAVING JURISDICTION.
2. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS BY THE BUILDING AND FIRE
DEPARTMENTS AND ANY OTHER GOVERNING AUTHORITIES HAVING JURISDICTION.
3. THE CONTRACTOR SHALL MEET OR EXCEED ALL CONSTRUCTION INDUSTRY STANDARDS AND ANY SPECIALTY
REQUIREMENTS BY THE LOCAL JURISTICTION HAVING AUTHORITY.
SITE NOTES:
1. THE CONTRACTOR SHALL CONSULT WITH / HIRE A GEOTECHNICAL ENGINEER FOR ANY NON-TYPICAL SOILS
CONDITIONS THAT MAY BE PRESENT IN REGARDS TO WATER DRAINAGE / INFILTRATION AND SOIL BEARING
CAPACITY.
2. FINAL BUILDING STAKING AND ALL REQUIRED SURVEYING IS TO BE PERFORMED BY A COMPETENT SURVEYOR.
STAKING SHALL MEET PLAT, SUBDIVISION, CITY AND ZONING REQUIRMENTS FOR ALL SETBACKS, EASEMENTS,
PROPERTY BOUNDARIES, ETC.
ARCHITECTURAL NOTES:
1. ALL INFORMATION NOT CONTAINED HEREIN, SHALL BE PROVIDED BY CONTRACTOR.
2.SEE ALL NOTES, INCLUDING RESCHECK NOTES. FOR ANY CONFLICTING INFORMATION, NOTES, OR
DRAWINGS; BUILD PER STRICTEST REQUIREMENTS AND/OR CONFIRM WITH LOCAL AHJ (AUTHORITY HAVING
JURISDICTION)
STRUCTURAL NOTES:
1. SEISMIC DESIGN CATEGORY:D (CAN VARY WITH ROCK PROFILE. USUALLY D, BUT CAN BE C, REFER TO
GEOTECHNICAL ENGINEER)
2. GROUND SNOW LOAD:50 PSF
3. ROOF SNOW LOAD:35 PSF
4. WIND LOAD:90 MPH
5. LIVE LOAD:SAME AS IBC –IRC
6. FROST DEPTH:36 IN (BOTTOM OF ALL FOOTINGS SHALL BE AT OR BELOW FROST DEPTH)
7. ALL TRUSSES SHALL BE DESIGNED, ENGINEERED AND STAMPED BY A QUALIFIED TRUSS MANUFACTURER OR
STRUCTURAL ENGINEER.
8. ALL SPANS, LOADS, CONNECTIONS AND BRACING SHALL MEET ALL APPLICABLE CODES AND BE TAKEN FROM
ENGINEERED/CERTIFIED TABLES AND INDUSTRY STANDARDS OR A QUALIFIED STRUCTURAL ENGINEER.
9. ALL FLOORS SHALL BE DESIGNED AS A THREE-STAR FLOOR WITH A DEFLECTION OF: L / 480 MIN. PREFERABLY
A FOUR-STAR FLOOR WITH A DEFLECTION OF L / 960 PER OWNER'S PLANNED INCREASED LIVE LOADS,
CONFIRM WITH OWNER.
10. ALL STRUCTURAL FRAMING, INCLUDING MEMBERS, CONNECTIONS, ETC. SHALL BE DESIGNED BY A
STRUCTURAL ENGINEER AND/OR DESIGNED AND FRAMED BY A LICENSED/COMPETENT
FRAMER/CONTRACTOR. SEE STRUCTURAL DRAWINGS / NOTES.
MECHANICAL NOTES:
1. MECHANICAL SYSTEM TO BE EXTENSION OF EXISTING SYSTEM IF POSSIBLE, WHICH IS A FORCED AIR SYSTEM,
OR A SEPARATE SYSTEM SPECIFICALLY FOR THE NEW ADDITION AND SELECTED BY CONTRACTOR / OWNER.
2. MECHANICAL SYSTEM, INCLUDING DUCTWORK, SHALL BE SIZED AND DESIGNED BY MECHANICAL
CONTRACTOR/SUPPLIER AND MEET ALL CURRENT MECHANICAL CODES.
2015 IRC NOTES:
THE BUILDING SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE AND THE 2015 INTERNATIONAL
BUILDING CODE (WHEN APPLICABLE). THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING CONSTRUCTION
CONFORMS TO CODE. IN PARTICULAR, THE FOLLOWING ITEMS SHALL CONFORM TO THE REFERRED SECTION OF
THE CODE.
1) ALL OUTDOOR INTAKE & EXHAUST OPENINGS SHALL CONFORM TO SECTION R303.5
2) ALL STAIRS (INTERIOR & EXTERIOR) ILLUMINATION SHALL CONFORM TO SECTION R303.7-R303.8
3) ALL GLAZING SHALL CONFORM TO SECTION R308.
4) ALL BASEMENTS (WITH HABITABLE SPACE) & EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE
EMERGENCY ESCAPE & RESCUE OPENING CONFORMING TO SECTION R310.
5) ALL STAIR RISERS SHALL NOT EXCEED 7 3/4" AND ALL TREADS SHALL NOT BE LESS THAN 10" -REFER TO
SECTION R311.7 FOR ALL STAIRWAY REQ'MNTS.
6) ANY AND ALL HANDRAILS SHALL CONFORM TO SECTION R311.7.8
7) ALL GUARDS (GUARD RAILS) SHALL BE MIN. 36" REFER TO SECTIONS R312
8) ALL FOAM PLASTIC AND ALL INSULATION SHALL CONFORM TO SECTIONS R316. REFER AND CONFORM TO
APPENDIX F FOR RADON CONTROL METHODS AND REQUIREMENTS
ENERGY / INSULATION NOTES:
1. REXBURG, MADISON COUNTY, IDAHO: ZONE 6
2. SEE ALSO RES-CHECK SHEET G1.1 FOR INSULATION VALUES. VALUES USED ARE:
-CEILING / ROOF = R49 CLOSED-CELL SPRAY FOAM INSULATION
-WALLS = R20 CLOSED-CELL SPRAY FOAM INSULATION INSIDE + R5 CONTINUOUS INSULATION ON EXTERIOR.
-FLOOR, OVER VENTED CRAWL SPACE = R30 CLOSED-CELL SPRAY FOAM INSULATION.
(NOTE, AN INSULATED CRAWL WALL IS ONLY REQUIRED FOR NONVENITLATED CRAWL SPACES. THIS CRAWL
SPACE, AS DESIGNED, IS VENTILATED. IF OWNER OR CONTRACTOR CHANGE THE CRAWL SPACE TO
VENTILATED, THEN THEY SHALL ALSO CHANGE THE CRAWL WALL INSULATION TO MEET 2012 IECC
REQUIREMENTS OF 15/19)
-FENESTRATION U-FACTOR: .30 MIN.
3. IF OWNER OR CONTRACTOR SUBSTITUES CLOSED-CELL SPRAY FOAM FOR OPEN-CELL SPRAY FOAM
INSULATION, THEN THE CONTRACTOR SHALL ADD A VAPOR BARRIER.
OWNER:
Name: Daniel and Julie Hawkins
Address: 1134 Articwillow Dr.
City / State: Rexburg, ID
Zip Code: 83440
SHEET INDEX
SHEET # SHEET NAME
GENERAL
G1.0 COVER SHEET
G1.1 RES CHECK
CIVIL
SP1.1 SITE PLAN
ARCHITECTURAL
A0.1 DEMO PLAN
A1.1 FIRST FLOOR PLAN
A2.0 ROOF PLAN
A3.0 ELEVS.
A4.0 BLDG. SECTS.
A9.0 3D VIEWS
A9.1 3D VIEWS
A9.2 3D VIEWS
A9.3 3D VIEWS
STRUCTURAL
S1.0 FOUND. PLAN
CONTRACTOR:
Name: David Jones
License:
Contact #: 208-520-0713
Address: 175 N 1st E
City / State: Rexburg, ID
Zip Code: 83440
PROJECT:
Name: Hawkins Residence -Addition and New Deck
Address: 1134 Articwillow Dr.
City / State: Rexburg, ID
Zip Code: 83440
JURISTICTION:
CITY OF REXBURG, ID
Permits: 208-372-2341
Inspections: 208-372-2344
CODES UTILIZED:
2017 National Electrical Code
2012 International Residential Code
2015 International Mechanical Code
2018 International Energy Conservation Code -Residential
2015 Fuel Gas Code
2017 Idaho Plumbing Code
2015 National Fire Code
2013 NFPA 72 Fire Alarm & Signaling Code
ZONING:
SUBDIVISION:WILLOWBROOK ESTATES DIV. NO. 3, LOT 9, BLOCK 3
ZONE / USE:RURAL RESIDENTIAL 2 / SINGLE FAMILY RESIDENTIAL
BUILDING TYPE:DETACHED SINGLE FAMILY DWELLING
TYPE OF CONSTRUCTION:VB
FIRE SPRINKLER:NO
PROPOSED NO. OF STORIES:1
ALLOWABLE BUILDING HEIGHT:30'-0" (FROM TOP OF BUILDING'S HORZ. WALL)
SITE:
(ALL SITE INFORMATION TO BE PROVIDED BY OWNER / CONTRACTOR)
UTILITIES:
WATER:CITY
SANITARY:CITY
ELECTRIC:ROCKY MOUNTAIN POWER
GAS:INTERMOUNTAIN GAS
BUILDING / HOUSE:
AREA:
NEW GROSS AREA:
FIRST FLOOR ADDITION: 256 S.F.
EXISTING S.F.:3,148 S.F.
TOTAL NEW S.F.: 3,408 S.F.
UNCONDITIONED AREA:
GARAGE (NON-CONDITIONED): 552 S.F.
TOTAL UNCONDITIONED: 552 S.F.
TOTAL CONDITIONED AREA:2,856 S.F.
BUILDING FOOTPRINT:2,529 S.F.
HEIGHT (FROM GRADE):
TOP OF HORIZONTAL WALL:8'-10 7/8"
TOP OF RIDGE:APPROX. 16'-11 27/32"
EXTERIOR WALL SURFACE AREA:583 S.F.
DOORS (6) 6' X 7' EA. 252 S.F.
WALLS:331 S.F.
1. 2018 IECC
RESCHECK 09/14/2021