Architectural Notes and Specifications
Building Codes
Symbols
1.
2.
3.
4.
5.
All Construction Shall Comply With Applicable Building Codes Whether Detailed Or Not.
1. Truss Engineering, Fabrication And Drawings Shall Be Approved By The Local Jurisdiction (Building
13
When Shown, Dimensions Will Take Precedence Over Using Scale On Drawings.
Department). Truss Engineering And Drawings Shall Accompany This Set Of Working Drawings And Are
BUILDING SECTION REFERENCE :
Interior Dimensions Shown Are To The Rough Face Of The Stud.
Required To Be Present For The Field Inspector At The Time Of Rough Inspection. And Shall Be Attached To
14
Exterior Dimensions Shown Are To The Rough Face Of The Stud.
The Working Set Of Drawings.
General Contractor/ Builder Shall Verify The Size Of All Mechanical, Plumbing And Electrical Openings Prior To
2. As Per Jurisdiction, All Trusses And/ Or Conventional (Field Framed) Members Shall Be Connected To The
DETAIL REFERENCE
101
DETAIL REFERENCE :
Construction.
Top Plate With Simpson Connectors (Or Equal).
6. General Contractor/ Builder Shall Coordinate The Type Of Windows And Doors Selected For The Project And
3. Bridging (Blocking) Is Required For Rafters/ Joists Over Twelve (12') Feet In Length. Bridging May Be "x" Type
Coordinate Actual Rough Openings. Contractor/ Builder Shall Coordinate Finish Materials Selected For Project.
Or 2x Blocking Of The Same Size As Rafters/ Joists Being Blocked.
KEY NOTE NUMBER
KEY NOTE REFERENCE :
1
7. Egress Requirements For Bedroom Windows. Requires At Least One (1) Window In Every Bedroom Have An
4. Provide One (1) Sq. Ft. Of Attic Ventilation For Every 150 Sq. Ft. Of Attic Area. Provide Dormer, Eve And Gable
Opening Area Of 5.7 sq.ft. Minimum And Meet The Following Requirements:
Venting As Required By Code.
A
REFER TO SCHEDULE
WALL REFERENCE :
5. Code Requires Nailing Along All Edges Of Braced Wall Panels. This May Require Blocking Between Studs On
* Minimum Opening Width Of Twenty (20") Clear Inches
Tall Walls Or When Panels Are Run Horizontally.
* Minimum Opening Height Of Twenty Four (24") Clear Inches
6. Manufacturers Of Structural Hangers (Simpson Strong-Tie) Specify That Gaps At The Ends Of Joists Or
* Maximum Sill Height Of Forty Four (44") Inches
8. Windows Must Be Tempered If Within A Twenty Fore (24") Inch Arc Of Ether Vertical Edge Of Any Door. Or If
Trusses Supported By Hangers Be No More Than One-Eighth (81") Of An Inch.
Located Within Three (3') ft. Of A Tub With The Lowest Exposed Portion Of Glass Less Than Sixty (60") Inches
7. Provide Fire-Blocking For All Concealed Draft Openings.
Above The Floor Of The Tub. Or If Within Five (5') ft. Of Any Stair Landing.
THIS SET OF DRAWINGS INCORPORATES SOME PRESCRIPTIVE "SPECIFIC
9. Glass Shower Doors, Glass Bathtub Enclosures And Windows Adjacent To A Bathtub, Shower Or Spa Are
Wood
DETAILING REQUIREMENTS AND SIMILAR PRE-DEFINED DESIGN OPTIONS AND
Required To Be Tempered Safety Glazing.
3
RULES USED TO CREATE A CODE-COMPLIANT DESIGN"
10. All Doors For An Attached Garage (To The Living Space) Shall Be Self-Closing Solid Wood Or Better, 1-8"
All Sawn Lumber Shall Be Stamped With The Grade Mark Of An Approved
Minimum Thickness Or With A Fire Protection Rating Of Not Less Than Twenty (20) Minutes. A Garage May
Not Have An Opening Into A Bedroom.
11.Generally, Fire Resistive Five-Eights (58") Inch Type "x" Sheet Rock Shall Be Used In The Following Areas:
* Garage Ceilings
* Any Garage Wall Supporting Horizontal Occupancy, Separation Between Garage And Dwelling
* Walls, Ceilings And Soffits Of Enclosed Usable Space Under Interior Stairs
12. Smoke Detectors And CO2 Alarms Shall Be Located In Every Sleeping Room, Bedroom And In Any Area
Giving Access To Them, On Each Story Including Basement Levels. They Shall Receive Their Primary Power
From The Building Wiring And Be Equipped With A Battery Backup And Be Interconnected.
13.It Is The Responsibility Of The Contractor To Contact Blue Stake (800-782-5348) And Any Other Involved
Agency To Locate All Utilities Prior To Construction.
14. Should There Appear To Be Any Discrepancy's And Or Omissions In These Plans Or Specifications. The
Matter Shall Be Brought To The Attention Of The General Contractor Or Project Manager.
S-1
Lumber Grading Agency And Shall Have The Following Minimum Properties
Which Meet Or Exceed The Following Wood Types:
2x4 Studs
2x6 Studs
Concrete
1. Contractor/ Builder Shall Verify That The Property Corners Are Properly Flagged And Easily Identifiable. Verify
All Field Conditions Prior To Construction.
2. Establish All Footings A Minimum Of Twenty-Fore (24") Inches Below Natural Grade.
3. Finish Floor/ Top Of Stem Wall Shall Maintain A Minimum Of Eight (8") Inches Above Finish Grade Or Twelve
(12") Above The Flood Way.
4. Apply Termite Treatment To Soil, Under And Around Structure Prior To Any Concrete Work.
5. Contractor/ Builder Shall Confirm The Electric Service Entrance Location (Power Panel) Prior To Any Concrete
Work.
6. Provide Grounding Electrode Conductor That Shall Be No Less Than Twenty (20') Feet Of Bare Copper Wire
No Smaller Than #4 In Size. This Wire Encased By A Minimum Of Two (2") Inches Of Concrete And Located
Within The Bottom Of A Concrete Foundation That Is In Direct Contact With The Earth. Insure Sufficient Lead
To Reach The Electric Service Location Without Splice.
7. Generally, Divide All Concrete Slabs Into Three Hundred (150) Sq. Ft. Areas With Control Joints. Location To
Be Determined By The Concrete Contractor.
8. Confirm All In Ground, In Slab And In Foundation Items Prior To Placement Of Concrete. Confirm All Rough-In
Electrical Conduit And Plumbing For Proper Type, Size And Location.
9. All In-Concrete Anchors, Post Bases, Holdowns And Other Connectors Be Simpson Or Equal.
10.Concrete Shall Meet ASTM Specifications And All Applicable Codes. Assume Plain Concrete Strength Of 3000
psi Over 28 Days.
Electrical
1. Electrical Contractor Shall Comply With All The Latest Applicable Codes And Regulations For All Materials.
2. Electrical Contractor Shall Verify And Confirm The Location Of The Electrical Service Entrance (Power Panel)
Prior To Any Concrete Work.
3. Provide Grounding Electrode Conductor That Shall Be No Less Than Twenty Feet (20') Of Bare Copper Wire
No Smaller Than #4 In Size. This Wire Encased In A Minimum Of Two (2") Inches Of Concrete, Located Within
The Bottom Of A Concrete Foundation That Is In Direct Contact With The Earth. Insure Sufficient Lead To
Reach he Electrical Service Location Without Splice.
4. General Contractor/ Builder Shall Provide Temporary Power As Required.
5. All Exterior, Garage And Bathroom Power Receptacles Including Those Within Six (6') Of A Water Distribution
Center Shall Be GFCI (Ground-Fault Circuit Interrupter) Equipped. All Exterior Power Receptacles Shall Be
Water Proof Type Receptacle.
6. All Receptacles Located In Each Sleeping Room And Bedrooms Shall Be AFCI (Arc-Fault Circuit Interrupter)
Equipped.
7. Provide Fused Disconnect As Per Manufacturer Specifications To The Range, And Clothes Dryer Locations.
8. Provide Fused Disconnect As Per Manufacturer Specifications To All Furnace, FAU, HVAC And Air
Conditioning Locations.
9. Smoke Detectors And CO2 Alarms Shall Be Located In Each Sleeping Room, Bedroom And In Any Area Giving
Access To Them, On Each Story Including Basement Levels. They Shall Receive Their Primary Power From
The Building Wiring And Be Equipped With A Battery Backup And Be Interconnected.
10. All Underground Utility's And Services Shall Be Plainly Marked And Located Prior To Any Digging Or
Excavation.
Elevations
1. Provide Approved Address/ Numbers Placed In Such A Manner That Is Plainly Visible And Legible From The
Street Or Road Fronting The Property. Such Numbers Shall Be In Contrast With Their Background.
2. All Concrete, CMU Stem Walls Shall Be Ether Mortar Washed Or Stucco Finished. (UNO)
3. Electrical Service Entrance (Power Panel), Gas Service And Other Utility's Shall Be Of An Approved And
Verified Location.
4. Slope Finish Grade Downward And Away From Structure At Five-Eighths (58") Inch Per Ft.. (5% Grade) For A
Minimum Of Ten (10') Feet.
2018 Edition Of The IRC With City/ County Amendments.
Construction Type - Type V (Wood Framed)
County, State - Yavapai, Arizona
Yavapai County - Climate Zone 4/ 2012 IECC Energy
Conservation Code.
Exposure Category C
COCONINO
MOHAVE
NAVAJO APACHE
Jurisdiction:
YAVAPAI
City Of Prescott Building Department
201 South Cortez Street
Prescott, Arizona 86303
Telephone (928) 777-1371
LA PAZ
GILA
MARICOPA
PINAL
YUMA
GRAHAM
PIMA
COCHISE
SANTA
CRUZ
Plans Examiner:
*This Home Comply's With The 2012 IECC Energy
Conservation Code. See REScheck Compliance Certificate
Attached To These Drawings.
- SPF or Hem fir STUD/ Spruce-Pine-Fir
- SPF or Hem fir #2/ Spruce-Pine-Fir
REVISIONS TO THESE DRAWINGS ARE HIGHLIGHTED DARK RED Δ
AND EASILY IDENTIFIABLE: IN DIGITAL FORM .pdf
4x, 6x Beams and Posts - Douglas fir #2 or Better
Top Plates and Joists
- Douglas fir #2 or Better
All Other Sawn Lumber - Douglas fir #2 or Better
Revisions 08/10/2023
Provided 2012 IECC Certification Report*
Glue Laminated Timbers Shall Be Manufactured and Identified as Required in
ANSI A190.1, ANSI 117 and ASTM D3737.
Design Criteria
Permit #: B2306-018
1
SOILS REPORT:
ETC Engineering 06/22/2023 - Non-Expansive Soil (See Attached Report)
1
Added Design Criteria - p.1
2
Identified Yard Lines, Sizes And Meters - p.2, p.10
3
Lot Coverage Calculation Provided - p.2 and Plot Sketch
4
Provided Typical Wall Section With Weather Barrier - p.3
5
Added Thickened Slab/ Interior Wall - p.4 detail 104
6
Provided Uplift For Post Base. - p.4 detail 102
7
Existing Base Coarse/ No Vapor Barrier Req. - p.4 detail 101
8
Provide Overhead APS Weather Head - p.3, p.4, p.5, p.6, p.10
9
Minimum AIC Rating For 200amp. Service - p.3, p.4, p.5, p.6
Bungalow
Framing
GREENLEE
General Specifications and Conditions
VERTICAL LOADS:
Roof Live Load = 20 PSF (Snow)
A
B
Roof Dead Load = 16 PSF
Ground Snow Load = 30#
LATERAL LOADS:
WIND:
10
Added CO2 Alarm, Interconnected Smoke Alarms - p.6
11
Provide One (1) 110v. Duplex Outlet/ FAU/ HVAC - p.6, p.7
TOPOGRAPHICAL EFFECTS: No
12
Provide A Minimum 75% High Efficient Lamps - p.6
SEISMIC DESIGN: C
13
See MiTek Truss Calcs. Attached To This Set Of Drawing - p7
14
Provided Truss Calcs. At Time Of Rough Inspection - p.1, p.7
TERMITE: Moderate
15
Truss Uplift Requirements per MiTek Truss Calcs. - p.7
FROST DEPTH: 18 inches
16
Added Carport Ledger Detail - p.7 detail 203
17
Provided Braced Wall Worksheet - p.8
FLOOD HAZARDS: COP Title XIII
18
Provided Uplift For Simpson HDU4 - p.8
AIR FREEZING INDEX: 194
19
Provided Simpson HDU4 Perspective View - p.8
20
Added Interior Braced Wall Panel BWL-C, BWL-D - p.8
21
Provided R-49 Batt Insulation Between Each Truss - p.9
22
Added Plumbing Plan, Gas Line Plan, Gas Isometric - p.10
23
Provided T&P Discharge Valve And Line - p.10
Ultimate 3-Second Wind Gust = 115 MPH
Exposure Category: C
Importance Factor: 1
WEATHERING: Negligible
FROST LINE DEPTH: 18 inches
WINTER DESIGN TEMPERATURE: 20° F
ICE BARRIER: No
MEAN ANNUAL TEMPERATURE: 53° F
C
Abbreviations
AB
AC COMP
CLG
CONT
DW
FF HB
HORIZ
VERT
MAX
MIN
o.c.
OBS
OSB
TEMP
P.L.
REF
RS
SH
T.O.P.
T.O.L.
WH
ANCHOR BOLT
AIR CONDITIONING COMPRESSOR
CEILING HEIGHT
CONTINUOUS
DISH WASHER
FROST FREE HOSE BIB
HORIZONTAL
VERTICAL
MAXIMUM
MINIMUM
ON CENTER
OBSCURED GLASS
ORIENTED STRAND BOARD
TEMPERED GLASS
PROPERTY LINE
REFRIGERATOR
ROUGH SAWN (FASCIA/ TRIM)
SINGLE HUNG
TOP OF BEAM
TOP OF LEDGER
WATER HEATER
Floor Plan Area Calculations
Key
Name
Sheet Index
Area
Plan Page
1
Architectural Notes and Specifications
A
Livable/ Heated
966 sq.ft
3
2
Plot Plan
B
Covered Car Port
290 sq.ft
3
3
Floor Plan, Interior Elevations, Typical Wall Section
C
Front Porch
138 sq.ft
3
4
Foundation Plan/ Details
5
Exterior Elevations
6
Electrical Plan
7
Roof Framing Plan
8
Shearwall Plan
9
Insulation Plan
Total Under Roof
1394 sq.ft.
ORIENTATION: FRONT FACES 270° FROM NORTH
All Exterior Lighting Shall Be Dark Sky Compliant:
Lights Should Be Pointing Down Only In Areas Where Lighting Is Needed.
Lights Should Be Shielded, Which Helps Direct Light Only Where It's Needed.
Select Light Bulbs That Are Appropriately Bright, No Brighter Than Necessary
To Safely Illuminate Areas Needing Light.
10
Plumbing Plan/ Gas Line/ Gas Isometric**
Prescott Plot Plan Sketch 8-1/2" x 11"
**PLUMBING PLAN p.10 ADDED TO PLANS ON 08/10/2023
Drawn By
William Bonnewell
(928) 775-2198
architectural.pen@gmail.com
Create Date
February 20, 2021
Date
May 24, 2023
File Name
Architectural
Notes and
Specifications
Before You Dig
Call The Blue Stake Center
1-800-STAKE-IT
Page 1 of 10
Wattle: Sediment Control Installation Notes
STRAW WATTLE:
SHOWN IN 2" DEEP TRENCH
WOOD
STAKE
STRAW
WATTLE
2. Wattles Are Typically Installed In A 2" Deep Trench That Is Constructed Along The Contour, Perpendicular To The Slope Or
WOOD STAKE WITHIN
2' OF THE END OF
WATTLE
Direction Of Flow.
3. Wattles Shall Be Secured To The Subgrade By Wooden Stakes Spaced Every Four Lineal Feet Across The Length Of The Wattle.
4'
4'
2" DEEP
TRENCH
WOOD
STAKE
4'
Bungalow
1. Wattles Are A System For Erosion And Sediment Control On Slopes And Channels.
2" OR LESS
4. Stakes Shall Be Driven Through The Center Of The Wattle And Into The Ground A Minimum Of 18" With Less Than 2" Projecting
Above The Top Of The Wattle.
5. The Installation Process May Be Expedited By Using A Metal Rod To Create Pilot Holes For Wooden Stakes.
18" MIN.
SOIL
6. A Stake Shall Be Placed Within 2' Of The End Of The Wattle.
18" MIN.
SOIL
7. When Joining Two Wattles, Tightly Abut Both Ends Or Overlap The Wattles Approximately 6".
8. If Wattles Are Joined Together By Abutting The Ends, Tie Ends Together Using Heavy Twine Or Plastic Locking Ties.
9. Ends Of Wattles Shall Be Turned Up The Slope, So As To Retain Water And Prevent Its Release From The End Of The Wattle.
10.Inspect Wattles Each Working Day, And Maintain Them In Effective Working Condition.
Straw Wattle Staking Pattern Guide
Property Line 150.00'
MAIN WATER SHUT OFF
AND PRESSURE VALVE
STRAW WATTLE
8'-0"
Elev. 5358 FT
EXISTING WATER LINE
STRAW WATTLE
DIRECTION OF
WATER FLOW
2
20'-0" SETBACK
TWO-WAY
CLEANOUT
N
Elev. 5358 FT
7'-0" SETBACK
8'-0"
STRAW WATTLE
EXISTING
POWER
POLE
EXISTING
BACKWATER
VALVE
EXISTING GAS
METER
C
E
26'-0"
STRAW WATTLE
2
FE
EXISTING
GAS STUB
20'-0" SETBACK
2
EXISTING
SEWER
TAP
PROPOSED
1394 sq.ft. (w/ Carport/ Front Porch)
2
EXISTING SHOP
680 sq.ft.
EXISTING 4" WASTE LINE
2
EXISTING 1"
GAS LINE
EXISTING 4"
SEWER LINE
7'-0" SETBACK
P.L. 12.00'
Property Line 50.00'
19'-0"
FENCE
705
Ruth Street
Construction Entrance
SIDEWALK
36" TO P.L.
7'-0" SETBACK
EXISTING WATER SHUT
OFF AND STUB OUT
Property Line 38.00'
2
Elev. 5357 FT
WATER SUPPLY LINE
AND METER
Straw Wattle Cross Section:
On Bare Soil
Property Line 56.00'
2
Property Line 94.00'
2
3
Plot Plan
Scale 1" = 10'-0"
NOTES:
1. SLOPE GRADE AWAY FROM BUILDING 58" PER FT.
2. SLOPE CONCRETE DRIVE 81" PER FT. TOWARDS STREET.
3. SEWER CLEANOUTS AND BACKWATER VALVE TO BE INSTALLED AS PER THE COP STANDARD.
4. EROSION AND SEDIMENT CONTROL MEASURES WILL BE PROVIDED DOWNSTREAM OF ALL
CONSTRUCTION AND THE CONSTRUCTION ENTRANCE WILL BE STABILIZED.
3
Area: .1567 Acres
Total Lot Sq. Ft.: 6,828 sq.ft.
Lot Coverage sq.ft.: 2,074 sq.ft. w/ Shop
Lot Coverage: 30.37% w/ Existing Shop
Parcel Perimeter: 400.00 ft.
Permit #: B2306-018
Lot 19
Parcel #: 113-05-116B
705 Ruth Street, Prescott AZ 86301
Orientation: Front Faces 270° From North
Drawn By
William Bonnewell
(928) 775-2198
architectural.pen@gmail.com
Create Date
February 20, 2021
Date
May 24, 2023
File Name
Plot Plan
Before You Dig
Call The Blue Stake Center
1-800-STAKE-IT
Page 2 of 10
KEY NOTES:
1
2"
2 X 4 WOOD STUDS @ 16"o.c. or 24"o.c. Max. PER STRUCT.
TYP. INTERIOR NON BEARING WALL
LIMITING HEIGHT 14'-0"
B
2 X 6 WOOD STUDS @ 16"o.c. or PER STRUCT.
LIMITING HEIGHT 24'-0"
GYPSUM BOARD TYP. INTERIOR SUBSTRATE *
1
2"
2 X 6 WOOD STUDS @ 16"o.c. or PER STRUCT.
PLUMBING/ BEARING WALL
B1
R - 19 BATT INSULATION @ ALL STUD SPACES, TYP.
1
2"
2 X 4 WOOD STUDS @ 24"o.c. (NON BEARING WALL)
2 X 4 WOOD STUDS @ 16"o.c. (BEARING WALL)
C
R - 11 BATT INSULATION @ ALL STUD SPACES, TYP.
1
2"
EXTERIOR PLYWOOD/ SHEER PANEL PER SHEER WALL
SCHEDULE
A
1. WATER HEATER CLOSET WITH 18" HIGH
PLATFORM/ 2-4 8-0 ACCESS DOOR.
2. 14" X 6" SCREENED COMBUSTION AIR VENTS
LOCATED 12" BELOW CEILING AND 12"
ABOVE PLATFORM LOCATED IN EXTERIOR
WALL.
3. 3-0 3-4 XO WINDOW WITH SILL LOCATED 43"
ABOVE FINISH FLOOR.
4. 3-0 5-0 SINGLE HUNG WINDOW WITH SILL
LOCATED 28" ABOVE FINISH FLOOR.
5. VERIFY EGRESS REQUIREMENTS WITH
WINDOW SPECS. ATTACHED TO THESE
PLANS.
GYPSUM BOARD TYP. INTERIOR SUBSTRATE *
2 X 6 WOOD STUDS @ 24"o.c. (NON BEARING)
2 X 6 WOOD STUDS @ 16"o.c. (BEARING WALL)
R - 19 BATT INSULATION @ ALL STUD SPACES. TYP.
C1
GYPSUM BOARD TYP. INTERIOR SUBSTRATE *
* PROVIDE WATER RESISTIVE GYPSUM BOARD @ ALL WET AREAS
A1
2 X 4 WOOD STUDS @ 16"o.c. or PER STRUCT.
A2
NO BATT INSULATION @ WALL
A3
5
8"
NOTE: REFER TO SHEAR WALL PLAN FOR LOCATIONS OF SHEAR WALLS AND
COORDINATE WITH THIS PLAN.
TYPE X GYPSUM BOARD INTERIOR SUBSTRATE *
23'
11'
11'-241"
5'-7"
8
NOTES:
1.
PRE-ENGINEERED TRUSS @ 24"o.c.
2.
15
32"
15
32"
16"
(3)
(5)
6x6
Post
FF HB
10'-10"
14. 21" GYPSUM BOARD.
15. TyVek HOME WRAP.
16. 8" MASONITE LAP SIDING.
25'-4"
(11)
60" Bypass
421"
3'-2"
17'-11"
A
Master Suite
10'-10" x 9-3" 9'-0" CLG
13'-5"
10'-10" x 13-1" 9'-0" CLG
7'-841"
3'-2"
3
NOTES:
(4)
1
2"x10"
3.
2x6 PRESSURE TREATED PLATE/ 5-21" FOAM SILL SEAL-R
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
SILL PLATE GASKET.
(1) #4 HORIZ CONTINUOUS. 50x BAR Ø MINIMUM OVERLAP.
8" CMU BLOCK WALL/ SOLID GROUT.
#4 VERT. AT 24"o.c.
(2) #4 HORIZ CONTINUOUS. 50x BAR Ø MINIMUM OVERLAP.
STRUCTURAL BRACED WALL PANEL.
CONCRETE FOOTING PER PLAN.
24" MIN. FOOTING DEPTH PER PLAN.
R-19 BATT INSULATION.
2" RIGID FOAM. CONTINUOUS AT INSIDE PERIMETER.
FINISH GRADE/ SIDEWALK OR PAVEMENT.
6x6
Post
Bath
2-6
3'-8"
2'-458"
3' 2-0
32" x 60"
Tub/ Shower
Insert
2'-421"
72" Bypass
2-6
Family Room
1
5'-016
"
42'
9'-1121"
Shelf and Rod
Return
Air
10'-10" x 15-10" 9'-0" CLG
16'-8"
3'-2"
10'-1041"
1
2"
14. 21" GYPSUM BOARD.
(3)
10'-1041"
1
2"
INTERIOR ELEVATION
KEY
Bedroom 2
A
10'-10" x 11-0" 9'-0" CLG
AD
AB
B
VARIES
CD
(5)
2'-721"
Drawn By
William Bonnewell
(928) 775-2198
architectural.pen@gmail.com
3"
3-0 5-0 SH
3-0
Entry
Create Date
February 20, 2021
3-0 5-0 SH 3-0 5-0 SH
BC
UNDISTURBED SOIL/
NATURAL GRADE
5
FF HB
C
(12)
5
Front Porch
941"
1
2"
941"
23'-0" x 6-0"
(6)
6"
6"
3'-721"
A
D
6'-2"
3'
Elliptical Arch
2-0
5'-921"
4'-1041"
3-0 5-0 SH
2'-521"
(13)
9'
2-6
ANCHOR BOLT AT 48"o.c.
3'
5
2-6
Linen
(1)
(2)
2.
10'-10" x 10'-0"
9'-0" CLG
5'-1121"
4
Medicine
Elliptical Arch
(14)
(8)
MIN 4" CONCRETE SLAB/ 4" PLATE COMPACTED
AGGREGATE BASE.
Kitchen
3-0 5-0 SH
1.
6x6
Post
421"
Gas Range
w/ Hood Vent
(15)
2'-3"
2x6 Wall
Pavers
Scale 41" = 1'-0"
(11)
11'-0" x 26'-6"
(9)
(16)
4'-1041"
3'-841"
Linen
26'-6"
5
Dining
3"
3-0 3-4 XO
(12)
Carport
4
B
DW
(10)
(7)
7'-2"
Shelves
2'-2"
22" x 32"
Attic Access
(14)
6'-2"
2'-134"
Closet
(8)
7'-2"
Family Room A
4'-6"
REF
9'
6x6
Post
(4)
(14)
2-4
8-0
Shelf and Rod
3-0 5-0 SH
5
3'-516
"
Gas
WH
1'
(6)
(13)
3'-321"
5'-521"
Washer
WOOD STUD WALL, STUDS AT 16"o.c. PRE CUT STUD.
WOOD STUD WALL BEYOND.
STRUCTURAL BRACED WALL PANEL.
STRUCTURAL BRACED WALL PANEL BEYOND.
HEADER - WHERE OCCURS PER PLAN.
R-19 BATT INSULATION.
R-19 BATT INSULATION BEYOND.
R-49 BATT INSULATION.
3-0
Gas
Dryer
Dryer
Vent
104-58"
3-0 5-0 SH
(2)
1
2"
2
3-6 5-0 SH
(1)
MIN CDX OR CCX PLYWOOD (OVERHANG).
SCREENED AND VENTED BIRD BOARD.
2x8 RS FASCIA.
200 amp Electric
Service
AC
COMP.
1
11'-6" x 4'-0"
2x6 Plumbing Wall
6.
7.
8.
9.
10.
11.
12.
13.
MIN ROOF SHEATHING.
3-6 5-0 SH
3.
4.
5.
9
Porch
2-0 4-0 SH OBS
EXTERIOR SIDING SEE ELEVATIONS FOR ADDITIONAL FINISH
APPLICATIONS
5
8" TYPE X GYPSUM BOARD (GARAGE SIDE)
INTERIOR SUBSTRATE *
GYPSUM BOARD TYP. INTERIOR SUBSTRATE *
Bungalow
Wall: Schedule
6'
Date
May 24, 2023
File Name
(7)
3'-721"
2' (10)
(9)
941"
941"
23'
Family Room B
Scale 41" = 1'-0"
4
Typical Wall Section
Scale 41" = 1'-0"
8
9
Floor Plan
Scale 41" = 1'-0"
Floor Plan,
Interior Elevations
Typical Wall Section
Before You Dig
Call The Blue Stake Center
1-800-STAKE-IT
Page 3 of 10
CONCRETE FOOTING (F) SCHEDULE
WALL FOOTING (WF) SCHEDULE
10'-10"
23'
8'-6"
UNDISTURBED SOIL/
NATURAL GRADE
UNDISTURBED SOIL/
NATURAL GRADE
3" CLEAR
WF1
F1
3'-4"
200 amp Electric
Service
4" Concrete
Pad
2" Step
CONTINUOUS
REINFORCING
3" CLEAR
WIDTH/ LENGTH
9
4" Min. Concrete Slab w/ 4" Min.
Plate Compacted Aggregate Base/
Soil Treatment
4'
HEIGHT
3" CLEAR
FOR CONSTRUCTION ABOVE
FOOTING, SEE DETAILS
24"
3" CLEAR
HEIGHT
HEIGHT
24"
FOOTING
REINFORCING
8
5
CONTINUOUS
REINFORCING
FOR CONSTRUCTION ABOVE
FOOTING, SEE DETAILS
6'-8"
101
WIDTH
WIDTH
STRIP FOOTING
FOOTING MONO W/ SLAB
103
#2
21'-1"
8'-621"
WIDTH
LENGTH
REMARKS
MARK
DIMENSIONS
HEIGHT
FOOTING REINFORCING
WIDTH
F1
F1
10"
2'-6"
2'-6"
(4) - #5 EACH WAY
DEPTH 24"
WF1
10"
16"
(2) - #4 CONT.
STRIP FOOTING
F2
10"
3'-0"
3'-0"
(4) - #5 EACH WAY
DEPTH 24"
WF2
12"
12"
(2) - #4 CONT.
MONO W/ SLAB
101
26'-6"
25'-6"
6
MIN 4" CONCRETE SLAB/ 4" PLATE COMPACTED
INSTALL WITH BOLTS OR NAILS BUT NOT BOTH
AGGREGATE BASE.
Fasteners
2.
1
2"x10"
3.
2x6 PRESSURE TREATED PLATE/ 5-21" FOAM SILL SEAL-R
4. (1) #4 HORIZ.
Nails (in)
5/8"
(12) 0.162 x 3-1/2
8" CMU BLOCK WALL/ SOLID GROUT.
6.
#4 VERT. AT 24"o.c.
(2) #4 HORIZ CONTINUOUS. 50x BAR Ø MINIMUM OVERLAP.
CONCRETE FOOTING PER PLAN.
9.
24" MIN. FOOTING DEPTH.
Qty.
Dia. (in)
Nails
Bolts
2
1/2
2,475
2,190
6
18,205
6x6 WOOD POST.
2.
SIMPSON ABU66Z POST BASE.
3.
(1) - 58" x 10" ANCHOR BOLT. PER COLUMN.
7
5.
24" SQ. MASONRY OR CONCRETE PIER.
6.
(4) - #4 VERT. CONT. FROM FOOTING.
7.
(5) - #3 STIRRUPS AT 8"o.c.
8.
(4) - #5 HORIZ. BOTH DIRECTIONS.
9.
CONCRETE FOOTING PER. PLAN.
104
F1
5
104
WF2
5
104
103
#2
10'-741"
22'-258" AB CENTER
(2)
938" AB CENTER
11'-1181" AB CENTER
(4)
(3)
#1 - (4) 58" X 12" ANCHOR BOLT
#2 - (7)
(7)
5
8"
6'-638" AB CENTER
x 10" ANCHOR BOLT
938" AB CENTER
(5)
(8)
#1
(6)
341"
VARIES
#1
#1
AB CENTER
2" Step
= 1'-0"
6'-9"
(10) 2'
#1
WF1
(7)
101
48'
8'-8"
WF2
(1)
(10)
FOOTING/ SLAB DETAIL
101
5
(6)
3
4"
42'
8'-621"
10. MIN. FOOTING DEPTH 24".
6
7'-5"
WF2
103
4. (8) - 21" x 10" ANCHOR BOLT. PER COLUMN.
(1)
4'-9"
12'-2"
1.
341" (2)
(5)
(9) 2'
10'-10"
NOTES:
(4)
VARIES
F1
#2
10. 2" RIGID FOAM. CONTINUOUS AT INSIDE PERIMETER.
(3)
Down (100)
SIMPSON WOOD CONSTRUCTION CONNECTORS C-C-2021, p.69
7.
8.
Uplift
Bolts
Anchor Dia. (in)
Pavers Selection
By Owner
8'-721"
Allowable Loads (DF/SP)
ANCHOR BOLT AT 48"o.c.
SILL PLATE GASKET.
5.
28'
SIMPSON ABU66Z POST BASE ALLOWABLE LOADS - POST INSTALLATION
WF1
1.
7
CMU Walls Have Been Designed
With A 38" Mortar Joint
103
#2
NOTES:
4" Min. Concrete Slab w/ #3 Rebar Grid @
24"o.c./ 4" Min. Plate Compacted
Aggregate Base/
Soil Treatment
FOOTING TYPE
WF1
HEIGHT
FOOTING REINFORCING
Bungalow
DIMENSIONS
MARK
858"
4" Min. Concrete Slab w/ 4" Min. Plate
Compacted Aggregate Base/ Soil Treatment
2" Step
F2
F2
2" Step
101
F2
2" Step
858"
6'
(8)
9"
9"
#2
#2
9"
#2
NOTES:
102
6
(1)
1.
2.
6x6 WOOD POST.
SIMPSON ABU66Z POST BASE.
3.
(1) - 58" x 10" ANCHOR BOLT. PER COLUMN.
4.
5.
6.
7.
8.
9.
16" SQ. MASONRY OR CONCRETE PIER.
(4) - #4 VERT. CONT. FROM FOOTING.
(5) - #3 STIRRUPS AT 8"o.c.
(4) - #5 HORIZ. BOTH DIRECTIONS.
CONCRETE FOOTING PER. PLAN.
MIN. FOOTING DEPTH 24".
102
WOOD POST AT CONCRETE FOOTING
3
4"
= 1'-0"
5
6
7
8
9
Foundation Plan
Scale 41" = 1'-0"
NOTES:
NOTES:
(2)
6
(3)
(4)
WOOD WALL, STUDS AT 16"o.c.
CONCRETE SLAB ON GRADE.
3.
1
2"
+/-
x 10" ANCHOR BOLT MIN TWO (2)
BOLTS PER PLATE.
4. (2) - #4 HORIZ CONT.
5. THICKENED SLAB.
6. FOOTING WIDTH PER PLAN.
7. FOOTING DEPTH PER PLAN.
5
(1)
1.
2.
241"
6"
+/-
1.
NOTES:
6"
1.
241"
(1) - 58" x 10" ANCHOR BOLT, SIMPSON
ABU66Z POST BASE. PER COLUMN.
+/- 241"
(2)
(5)
2.
(8) - 10" ANCHOR BOLT. PER COLUMN.
3.
24" SQ. MASONRY OR CONCRETE PIER.
4. CONCRETE FOOTING PER. PLAN.
6"
(6)
(2)
(3)
(1)
5
(3)
(4)
(7) 1'
(9) 2'
(7)
(4)
(5)
(8)
103
WOOD POST AT CONCRETE FOOTING
3
4"
= 1'-0"
102
(9)
(5)
VARIES
102
104
12"
(6)
WOOD POST AT CONCRETE FOOTING
3
4"
= 1'-0"
Front Column Anchor Bolts
Scale 1" = 1'-0"
1
2"
x 10" Anchor Bolts @ 4'o.c. Max. Embedded A Min. Of 7" Into
Concrete/ Max. 12" From Corners And 12" From Each End Of Plate
(Min. 2 Bolts Per Plate).
2. Concrete Minimum 28 Day Concrete Strength Shall Be As Follows:
Foundations
= 2500 PSI
Drawn By
William Bonnewell
(928) 775-2198
architectural.pen@gmail.com
Create Date
February 20, 2021
Date
May 24, 2023
File Name
Slabs On Grade = 3000 PSI (w/o Special Inspection)
3. Masonry Minimum 28 Day Masonry Strength Shall Be 1500 PSI.
4. Horizontal Reinforcing Bar Overlap Shall Be 50x Bar Ø Minimum
Overlap.
5. Horizontal Pipes And Electrical Conduits Shall Not Be Embedded In
Structural Concrete And Slabs On Grade Except Where Specifically
Approved By A Licensed Engineer. Pipes And Conduit Shall Not
Impair The Strength Of The Work.
6. Electric Service Entrance: Provide Grounding Electrode Conductor
That Shall Be No Less Than Twenty (20') Feet Of Bare Copper Wire
No Smaller Than #4 In Size. This Wire Encased In A Minimum Of Two
(2") Inches Of Concrete, Located Within The Bottom Of A Concrete
Foundation That Is In Direct Contact With The Earth. Insure Sufficient
Lead To Reach The Electric Service Entrance Without Splice.
Foundation Plan,
Section Details
Page 4 of 10
KEY NOTES:
1. ARCHITECTURAL SHINGLES OVER 30lb. FELT.
20"- 0"
RIDGE HEIGHT
2. HORIZONTAL MASONITE SIDING.
3. STAGGERED SIDING.
4. MASONITE SIDING OR HARDIE BOARD.
1
12 Pitch
12 Pitch
6. 2-0 2-0 WINDOW (OBSCURED GLASS).
8
8
6
5. CULTURED STONE VENEER.
12 Pitch
1
6
6
7. CORBEL GABLE DECORATION.
8
8. 1X4 ROUGH SAWN TRIM.
7
2
9. 2X8 ROUGH SAWN FASCIA.
3
1
10. 24" X 24" GABLE VENT.
12 Pitch
3 1/2
11. 4X10 BEAM.
1
12 Pitch
9
8
9
13. 3-0 5-0 SINGLE HUNG WINDOW - SILL AT 28" FROM FINISH
FLOOR.
4
9
9
12. 6X6 WOOD POST.
9"- 1"
T.O.P.
2
1
11
11
8
8
2
7'-6" T.O.B.
12
14. 2-0 4-0 SINGLE HUNG WINDOW (OBSCURED GLASS)
705
9' - 11" T.O.L.
4
4
80 1/2"
15. SCREENED AND VENTED COMBUSTION AIR VENTS (WH
18
4
CLOSET)
8
12
8
5
19
5
2
8
17. 200 AMP ELECTRICAL SERVICE PANEL - MINIMUM AIC
9
12
9
16.RISER AND OVERHEAD APS WEATHER HEAD.
Bungalow
10
RATING 22kaic. VERIFY LOCATION WITH LOCAL POWER
0"- 0"
FINISH FLOOR
COMPANY.
18. ADDRESS MARKER A MINIMUM OF 3" HIGH AND PLAINLY
VISIBLE AND IN CONTRAST WITH THEIR BACKGROUND.
19.PAVERS - SELECTION BY OWNER.
Left Elevation
Front Elevation
Scale 41" = 1'-0"
Scale 41" = 1'-0"
20' - 0"
RIDGE HEIGHT
9
10
1
12 Pitch
8
RISER AND OVERHEAD
APS WEATHER HEAD
6
1
1
16
1
2
8
12 Pitch
3 1/2
12 Pitch
9"- 1"
T.O.P.
1
2
9
9
9
9
15
11
8
13
14
8
4
2
8
8
2
17
80 1/2"
7'-6" T.O.B.
8
13
88"
12
9
8
15
5
19
0"- 0"
FINISH FLOOR
Drawn By
William Bonnewell
(928) 775-2198
architectural.pen@gmail.com
Create Date
February 20, 2021
8
9
Rear Elevation
Scale 41" = 1'-0"
Right Elevation
Scale 41" = 1'-0"
Date
May 24, 2023
File Name
Exterior Elevations
Before You Dig
Call The Blue Stake Center
1-800-STAKE-IT
Page 5 of 10
Electrical Symbol Legend
8
9
220v.
WP GFCI
200 AMP Service Panel
200 amp Electric
Service
Wall Mounted Light Fixture
D
Ceiling Mounted Light Fixture
SSS
GAS
Ceiling Mounted/ Dropped Light Fixture
GAS
Ceiling Mounted/ Recessed Light Fixture
S
S3
52 inch Ceiling Fan with Light Fixture
AFCI
AFCI
AFCI
Ceiling Mounted Smoke Detector - Interconnected
SD
10
AFCI
Ceiling Mounted Carbon Monoxide Detector - Interconnected
CO2
Ceiling Mounted Exhaust Fan
AFCI
S3
110 volt Duplex Outlet
WP GFCI
AFCI
AFCI
AFCI
110 volt Duplex Outlet/ Arc-Fault Circuit Interrupter
GFCI
110 volt Duplex Outlet/ Ground-Fault Circuit Interrupter
WP GFCI
110 volt Duplex Outlet/ Ground-Fault Circuit Interrupter
(Water Proof)
S
GFCI
10
SSS
GFCI
11
3
CO2
22" x 32"
Attic Access
3
Chime
DB
Doorbell Chime/ Doorbell Button
Telephone Jack Location
S S Chime
GFCI
220 volt Disconnect
D
S
S
GFCI
4
GAS
GFCI
220 volt Outlet
S
SD
GFCI
Bungalow
FF HB
S
3 4
Television Jack Location
AFCI
AFCI
SD
CO2
10
S
AFCI
AFCI
Switch, Multi - Pole (Three Way)
S
Switch, with Rheostat
FF HB
CO2
AFCI
S
D
S
SD
Switch, Single Pole
3
4
Return
Air
S
AFCI
Gas
10
Hose Bib Location (Frost Free/ With Anti-Siphon)
Gas Stub - Out Location with Shut Off Valve
8
Provide Overhead APS Weather Head.
9
Minimum AIC Rating For 200amp Service Meter Panel Is 22kaic.
AFCI
AFCI
AFCI
AFCI
AFCI
3
SS
10
DB
FF HB
WP GFCI
10
8
9
10
11
12
Electrical Plan
Scale 41" = 1'-0"
Electrical Plan Notes
1. Electrical Contractor Shall Comply With All The Latest Applicable Codes And Regulations For All Materials.
2. Electrical Contractor Shall Verify And Confirm The Location Of The Electric Service Entrance (Power Panel).
3. Provide Grounding Electrode Conductor That Shall Be No Less Than Twenty (20') Feet Of Bare Copper Wire No Smaller Than #4
In Size. This Wire Encased In A Minimum Of Two (2") Inches Of Concrete, Located Within The Bottom Of A Concrete Foundation
That Is In Direct Contact With The Earth. Insure Sufficient Lead To Reach The Electric Service Entrance Without Splice.
4. All Exterior, Garage, Bathroom, And Kitchen Power Receptacles Located Within Four (4') Ft. Of Any Water Distribution Center
Shall Be GFCI (Ground-Fault Circuit Interrupter) Equipped. All Exterior Power Receptacles Shall Be Water Proof Type Receptacle.
IRC-E3902.16
5. All Receptacles Located In Each Family Rooms, Dining Rooms, Living Rooms, Parlors, Libraries, Dens, Bedrooms, Sunrooms,
Recreation Rooms, Closets, Hallways And Similar Rooms Shall Be Combination Type AFCI (Arc-Fault Circuit Interrupter)
Equipped.
6. Smoke Detectors And CO2 Alarms Shall Be Located In Every Sleeping Room, Bedroom And In Any Area Giving Access To Them,
On Each Story Including Basement Levels. They Shall Receive Their Primary Power From The Building Wiring And Be Equipped
With A Battery Backup And Be Interconnected.
7. Provide Fused Disconnect As Per Manufacturer Specifications To The Range, And Clothes Dryer Locations.
8. Provide Fused Disconnect As Per Manufacturer Specifications To All Furnace, HVAC, FAU And Air Conditioning Locations.
9. Smoke Detectors Shall Be Located In Each Sleeping Room, Bedroom And In Any Area Giving Access To Them, And On Each
Smoke Alarm Devices Shall Be Interconnected In Such A Manner That The
Actuation Of One Alarm Will Activate All Of The Alarms In The Individual Dwelling
Unit. Physical Interconnection Of Smoke Alarms Shall Not Be Required Where
Listed Wireless Alarms Are Installed And All Alarms Sound Upon Activation Of
One Alarm.
Carbon Monoxide Alarms Shall Be Installed Outside Of Each Separate Sleeping
Area And In The Area Giving Access To Them. Carbon Monoxide Alarms Shall
Receive Their Primary Power From The Building Wiring And Be Equipped With A
Battery Backup And Shall Be Interconnected. A Carbon Monoxide Alarm Is
Required To Be Installed In Bedrooms.
11
Provide One (1) 110v. Duplex Outlet At FAU/ HVAC Unit Located In Attic.
12
A Minimum Of 75% Of The Lamps In Permanently Installed Lighting Fixtures Shall
Be High Efficiency Lamps. IECC Chapter 4 Section R-403.6.
All Branch Circuits That Supply 120v. Single Phase 10 & 15 amp Outlets Installed
In Family Rooms, Dining Rooms, Living Rooms, Parlors, Libraries, Dens,
Bedrooms, Sunrooms, Recreation Rooms, Closets, Hallways And Similar Rooms
Or Areas Shall Be Protected By Combination Type Arc Fault Circuit Interrupters
Installed To Provide Protection Of The Branch Circuit - IRC-E3902.16
Provide Grounding Electrode Conductor That Shall Be No Less Than Twenty (20')
Feet Of Bare Copper Wire No Smaller Than #4 In Size. This Wire Encased In A
Minimum Of Two (2") Inches Of Concrete, Located Within The Bottom Of A
Concrete Foundation That Is In Direct Contact With The Earth. Insure Sufficient
Lead To Reach The Electric Service Entrance Without Splice.
Drawn By
William Bonnewell
(928) 775-2198
architectural.pen@gmail.com
Create Date
February 20, 2021
Date
May 24, 2023
File Name
Provide Pull Chain Light In Attic Space, Accessible From Attic Access Location.
All Exterior Lighting Shall Be Dark Sky Compliant:
Lights Should Be Pointing Down Only In Areas Where Lighting Is Needed. Lights
Should Be Shielded, Which Helps Direct Light Only Where It's Needed. Select
Light Bulbs That Are Appropriately Bright, No Brighter Than Necessary To Safely
Illuminate Areas Needing Light.
Electrical Plan
Story Including Basement Levels. They Shall Receive Their Primary Power From The Building Wiring And Be Equipped With A
Battery Backup And Shall Be Interconnected.
10. All Underground Utility's And Services Shall Be Plainly Marked And Located Prior To Any Digging Or Excavation.
Before You Dig
Call The Blue Stake Center
1-800-STAKE-IT
Page 6 of 10
(6)
2x8 Fascia
6x6
(2)
NOTES:
re-Engin
(4)
Diagonal Brace At Gables
= 1'-0"
Scale
4x8
Ridge
203
15
4x8
Provide Backing At Gable For
Carport Ledger
15
y
202
lle
Va
24"o
2x8 Fascia
10'-10"
1'
ginee
Pre-E
n
201
NOTES:
1. PRE-ENGINEERED VALLEY TRUSS.
2. 2x4 CLEAT CONTINUOUS WITH BOTTOM CORD OF
EACH VALLEY TRUSS. (2) 16d NAILS EACH TRUSS.
3. ROOF DECKING.
4. 2X6 DOUBLE TOP PLATE.
5. 2X6 DOUBLE BLOCKING.
6. PRE-ENGINEERED MONOPITCH TRUSS.
201
6x6
15
6x6
6x6
14'-3"
1'
INTERIOR BEARING WALLS
2x8 Fascia
6'-5 21" Pre
Corbel
Gable Decoration x3
-Engineere
4x8
(4)
red T
ley
Val
6x6
(1)
ley
15
Val
2x4 Outriggers
@ 48" o.c.
Ridge
russe
s@
(2)
(6)
y
(3)
(5)
d Half Tru
sses @ 24
" o.c. (3 1:1
2 2 Pitch)
4x8
4x8
1'
(3)
1'
2x8 Fascia
201
Overbuild Framing Detail
Scale 3" = 1'-0"
15
Simpson H1 Hurricane Tie
NOTES:
1.
2.
1. PRE-ENGINEERED GABLE TRUSS/ COMMON TRUSS.
2. 2x8 LEDGER.
3. 2x8 RAFTER AT 16"o.c.
4. SIMPSON LU28 JOIST HANGER AT 16"o.c.
5. LedgerLOK 4" STRUCTURAL WOOD SCREW.
WOOD POST.
WOOD BEAM.
16
1
2"
3. (2) - THRU-BOLT.
4. 2x8 RAFTER AT 16"o.c.
NOTES:
1.
2.
3.
WOOD POST.
WOOD BEAM.
SIMPSON ST6224 TYPE STRAP.
4.
1
2"
Scale 3" = 1'-0"
NOTES:
5.
6.
7.
8.
5
8"
CDX OR CCX PLYWOOD.
2x8 BLOCKING.
SIMPSON H2.5A AT EVERY RAFTER.
2x8 RS FASCIA.
6.
5
8"
1
2"
CDX OR CCX PLYWOOD.
13
14
15
16
(6)
(2)
(1)
Roof Framing Plan
Scale 41" = 1'-0"
15
PLYWOOD SHEATHING NAILED WITH 8d NAILS 6"o.c.
@ JOINTS AND 12"o.c. IN THE FIELD
SIMPSON H1 HURRICANE TIE ALLOWABLE LOADS
Fasteners
Allowable Loads (DF/SP)
Allowable Loads (SPF/HF)
Uplift
Uplift
To Plates/ Base
(4) SD9112
PLYWOOD/ OSB: 15
32" MINIMUM THICKNESS ROOF
SHEATHING
480
425
(2)
ATTIC VENTILATION CALCULATIONS:
(1)
(7)
(8)
(4)
(4)
(7)
6"
6"
16
BEAMS AND HEADERS CALCULATED FROM CITY OF
PRESCOTT BUILDING DEPARTMENT CHART
REFERENCE TABLE 45LB PER FOOT 30lbs./ 15lbs.
(3)
TOTAL UNDER ROOF SQUARE FOOTAGE
966 SQ. FT.
VENTILATION REQUIRED
928 SQ. IN.
14
VENTILATION PROVIDED
(6)
(5)
(2)
6"
13
(1 Sq. Ft. VENTILATION PER./ 150 Sq. Ft. ATTIC AREA)
(2)
HIGH VENTILATION
GABLE VENTING 2 - 24" x 24" GABLE VENTS
(2 @ 445 Sq. In.)
(4)
6"
890 SQ. IN.
15
(3)
(1)
LOW VENTILATION
SCREENED FREEZE BOARD VENTING
(22 @ 7.2 Sq. In.)
(8)
(7)
(9)
TOTAL VENTILATION PROVIDED
SEE MiTek TRUSS CALCULATIONS ATTACHED TO THIS
SET OF DRAWINGS FOR BRACING REQUIREMENTS.
TRUSS ENGINEERING, FABRICATION AND DRAWINGS
SHALL BE APPROVED BY THE LOCAL JURISDICTION
(BUILDING DEPARTMENT). TRUSS ENGINEERING AND
DRAWINGS SHALL ACCOMPANY THIS SET OF
WORKING DRAWINGS AND ARE REQUIRED TO BE
PRESENT FOR THE FIELD INSPECTOR AT THE TIME OF
ROUGH INSPECTION.
Drawn By
William Bonnewell
(928) 775-2198
architectural.pen@gmail.com
Create Date
February 20, 2021
Date
May 24, 2023
File Name
SIMPSON H1 HURRICANE TIE:
(1)
(1)
1'
ROOF SHEATHING NAILING:
(4) SD9112
(5)
(3)
(4)
11
201
23'
1'
To Rafters/ Truss
7.
BRACED WALL PANEL, PER PLAN.
8. DOUBLE TOP PLATE.
9. WOOD WALL - STUDS AT 16"o.c.
201
SIMPSON WOOD CONSTRUCTION CONNECTORS C-C-2021, p.277
x 12" LAG BOLT.
42'
Ridge
1'
(2)
2x8 Fascia
6x6
15
lle
(1)
FAU/ HVAC Located
In Attic
Va
(2)
1.
11
6x6
(1)
4x10 BEAM
NOTES:
SIMPSON H1 HURRICANE TIE. EVERY
TRUSS, BOTH ENDS, AND AT INTERIOR
WALL BEARING.
2. PER-ENGINEERED WOOD TRUSS.
3. DOUBLE TOP PLATE.
(6:12 Pit
ch)
.
2 x8 D
f@1
6" o.c
= 1'-0"
202
15
24" o.c.
Bungalow
Scale
4x10 BEAM
2x8 Fascia
26'-2"
Bird Board And Outrigger
russes @
PROVIDE 2X12 BACKING FOR CARPORT LEDGER
@ 10' TO TOP FROM FINISH FLOOR
202
1
2"
eered T
4x8
(5)
1
2"
6x6
42'-0" P
6x6
SCREENED AND
VENTED BIRD BOARD/
FREEZE BLOCK
203
2x8 Fascia
(5)
2x4 Outriggers
@ 48" o.c.
202
6x6
(3)
PRE-ENGINEERED GABLE TRUSS.
PRE-ENGINEERED COMMON TRUSS.
2X4 DIAGONAL BRACE ≈ 40°∠.
2x4 NAILED TO TOP OF BOTTOM CORD.
(2) 16d NAILS EACH TRUSS.
PLYWOOD SHEATHING.
SEE MiTek TRUSS CALCS FOR
ADDITIONAL BRACING REQUIREMENTS.
.c. (8
12 P
itch)
1.
2.
3.
4.
5.
6.
7.
(5)
2x8 Ledger w/ Simpson
LU28 @ 16" o.c.
(1)
6x6
(3)
4x10 BEAM
2x4 OUTRIGGER
@ 48"o.c.
158 SQ. IN.
1048 SQ. IN.
PROVIDE SIMPSON H1 AT EACH END OF EVERY TRUSS
PROVIDE SIMPSON H1 AT EACH INTERIOR WALL BEARING
POINT/ AT EACH TRUSS.
PROVIDE SIMPSON H2.5A AT BEAM END OF EVERY RAFTER
Roof Framing Plan
Section Details
Before You Dig
201
WOOD BEAM AT WOOD POST
1" = 1'-0"
202
WOOD BEAM AT WOOD POST
1" = 1'-0"
203
LEDGER AT CARPORT
1" = 1'-0"
Call The Blue Stake Center
1-800-STAKE-IT
Page 7 of 10
(1)
(1)
B2306-018
Permit Number/ Project:
NOTES:
1. POST BY DESIGNER. POST PER PLAN.
2. SIMPSON HDU4 HOLDOWN.
3. 2X6 PRESSURE TREATED PLATE.
mph
BWL-B
1
23
4
SPACING Between BWL
(2)
TABULAR REQUIRED
ADJUSTMENT
(3)
BWL
A
X
1.2
X
1.2
X
1.2
X
EAVE-RIDGE HT
X
1.0
X
1.0
X
1.0
X
1.0
X
WALL HEIGHT
X
.95
X
.95
X
.95
X
.95
X
# BWLs 2 = 1.0 3 = 1.3
4 = 1.45 ≥ 5 = 1.6
X
1.45
X
1.45
X
1.45
X
1.45
X
OMIT INTERIOR GB
factor = 1.4
X
1
X
1
X
1
X
1
X
GB @ 4" o.c.
factor = 0.7
X
1
X
1
X
1
X
1
X
6'-7"
BWP
METHOD
1
CS-WSP
2
CONTRIBUTING
LENGTH
(4)
7"
LENGTH
METHOD
+
7'-0"
CS-WSP
CS-WSP
+
3'-8"
3
CS-WSP
+
4
CS-WSP
+
10'-7"
LENGTH
METHOD
+
17'-3"
CS-WSP
CS-WSP
+
5'-1"
CS-WSP
5'-5"
CS-WSP
+
6'-6"
8'-7"
CS-WSP
+
5'-1"
4
1
10'-7"
LENGTH
METHOD
LENGTH
METHOD
LENGTH
+
4'-0"
CS-WSP
+
2'-8"
+
+
15'-9"
CS-WSP
+
1'-6"
+
+
CS-WSP
+
3'-8"
+
+
CS-WSP
+
2'-10"
+
5
+
+
+
+
+
6
+
+
+
+
+
7
+
+
+
+
+
24'-8"
ACTUAL BWP LENGTH
ACTUAL ≥ REQUIRED
SPACE
6'-7"
BWPs ≤ 20' APART
Y
-
-
N
Y
-
Y
33'-11"
N
-
NA
Y
-
-
N
Y
-
Y
19'-9"
N
-
NA
Y
-
-
N
Y
-
Y
3
2
10'-8"
N
-
2
42
6.5
1.2
1"
ACTUAL BWP
42
6.5
X
REQUIRED BWP LENGTH
NA
Y
-
-
N
Y
-
Y
N
-
NA
Y
-
-
N
Y
-
Y
N
-
NA
2
Length of BWL (ft)
# of
BWPs
BWP 1 ≤ 16', 2 > 16'
BWP WITHIN 10'
OF END
SIMPSON HDU4 FRONT/ SIDE VIEW- INSTALLED
23
4
EXPOSURE
(2)
(4)
BWL-A
BWL-2
BWL
2
STORY
CALC
4. 58" X 12" ANCHOR BOLT.
5"
90
Wind Speed:
BWL-1
BRACED WALL LINE
BWL
1
17
ENDS
CONTINUOUS END
CONDITION
BWL COMPLIANCE
Braced Wall Panel
Y
-
N
N
Y
-
N
Y
-
N
N
Y
-
N
Y
-
N
N
Y
-
N
Y
-
N
N
Y
-
N
Y
-
N
N
Y
-
N
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
1 2 3
4 5
Pass
Fail
Pass
Fail
Pass
Fail
Pass
Fail
Pass
Fail
Material Type
Contributing Length
Bungalow
Braced Wall Panel Worksheet
3
BWL
C
1
2
20
20
BWL
D
Nailing
Method
3
POST BY
DESIGNER
1
7'-0"
20
2
3'-8"
3
5'-5"
4
8'-7"
1
17'-3"
2
5'-1"
BWL-1
BWL-2
3
6'-6"
4
5'-1"
1
4'-0"
2
15'-9"
1
2'-8"
2
1'-6"
3
3'-8"
1
4
3
8"
Minimum
OSB Structural
Panel
H-1
CS-WSP
Continuous Wall Structural Panel
4ft. x 9ft. OSB
Sheathing
This Will Eliminate
The Need For Shear Including Above and Below
Windows and Doors
Wall Blocking
BWL-A
H-3
H-2
H-4
BWL
B
Galvanized
8d Common ( 2-1/2" x 0.131")
6" o.c. at Panel Edges
6" o.c. at Intermediate
Supports
1
3
2
4
Install Structural
Panels Vertically
BWL-B
20
BWL-C
19
5
316
"
278"
2'-10"
1
3'-0"
2
3'-0"
BWL-D
SIMPSON HDU4 PERSPECTIVE VIEW
18
4
3
17
19
20
Shearwall Plan
Scale 41" = 1'-0"
LINE OF 21" STRUCTURAL OSB OR PLYWOOD
7'-5"
SIMPSON HDU4 = 4,565 UPLIFT | DF/ SP
SIMPSON HDU4 = 3,285 UPLIFT | SPF/ HF
1
4"
18
2-21"
USE (10) x
- SIMPSON SDS
HEAVY-DUTY CONNECTOR Screw.
NOTES:
1. SIMPSON HDU4.
2. 6x8 POST, w/ 4x8 BEAM POCKET.
3. 2x6 WOOD STUD.
4. BRACED WALL PANEL, PER PLAN.
1. SIMPSON HDU4.
2. 4x6 WOOD POST.
3. 2x6 KING STUD
4. 2x6 TRIMMER.
5. BRACED WALL PANEL, PER PLAN.
(2)
NOTES:
1. SIMPSON HDU4.
2. 6x6 WOOD POST.
3. 2x4 WOOD STUD.
4. 2x6 WOOD STUD.
5. BRACED WALL PANE, PER PLAN.
1. SIMPSON HDU4.
2. 6x8 POST, w/ 4x8 BEAM POCKET.
3. 2x6 WOOD STUD.
4. BRACED WALL PANE, PER PLAN.
(3)
NOTES:
(3)
NOTES:
Create Date
February 20, 2021
(3)
(2)
(2)
Drawn By
William Bonnewell
(928) 775-2198
architectural.pen@gmail.com
(4)
(4)
(1)
(1)
Date
May 24, 2023
File Name
(2)
(3)
138"
(4)
(5)
(4)
(1)
(1)
(4)
11"
H-3
(4)
18
SIMPSON HDU4
H-1
HDU4 AT 6x8 POST
HDU4 AT 6x6 POST
NO SCALE
H-4
HDU4 AT 6x8 POST
NO SCALE
(5)
NO SCALE
H-2
HDU4 AT 4x6 POST
NO SCALE
Before You Dig
Call The Blue Stake Center
1-800-STAKE-IT
Shear Wall Plan
And
Braced Wall
Worksheet
Page 8 of 10
Bungalow
21
R-49 BATT
INSULATION
FAU/ HVAC
S-1
R-19 BATT
INSULATION
R-19 BATT
INSULATION
21
Section-1
Scale 41" = 1'-0"
S-2
R-49 BATT
INSULATION
R-19 BATT
INSULATION
21
R-19 BATT
INSULATION
21
Scale 41" = 1'-0"
Section-2
Drawn By
William Bonnewell
(928) 775-2198
architectural.pen@gmail.com
Section Key
Scale
3
16"
= 1'-0"
Create Date
February 20, 2021
Date
May 24, 2023
21
INSULATION REQUIREMENTS:
File Name
PROVIDE R-19 BATT INSULATION IN ALL WALL CAVITIES
PROVIDE R-49 BATT INSULATION CONTINUOUS BETWEEN EACH TRUSS
Insulation Plan
Before You Dig
Call The Blue Stake Center
1-800-STAKE-IT
Page 9 of 10
1" BLACK
STEELE
EXISTING
SEWER TAP
EXISTING
NATURAL GAS
SUPPLY
1" BLACK STEELE
1
2"
DIELECTRIC
UNION
BLACK STEELE GAS PIPE
WATER HEATER SUPPLY
COLLECTOR AND
DRYER VENT
1
2"
BALL VALVE
TWO-WAY
CLEANOUT
8
1" BALL VALVE
COMBUSTION AIR VENTS
9
INSURE THERE IS NO
DIRECT CONTACT WITH
BOTTOM OF FOOTING
200 amp Electric
Service
AC
COMP.
8
T&P WATER
DISCHARGE
LINE
9
200 amp Electric
Service
AC
COMP.
DRYER VENT
GAS DRYER SUPPLY
COLLECTOR AND
23
BLACK STEELE
WATER HEATER
VENT THRU
ROOF
WATER HEATER VENT
THRU ROOF
2" ABS
Bungalow
1
2"
BALL VALVE
WASHER BOX/
PEE TRAP/
2" VENT THRU ROOF
FF HB
1" BLACK STEELE
FF HB
VERIFY PLUMBING DEPTH
TO AVOID CONTACT WITH
BOTTOM OF FOOTING
AB
S
4" ABS WASTE
1
2"
4"
2"
COLLECTOR FOR ATTIC
FURNACE SUPPLY
S
AB
BALL VALVE
3
4"
BLACK STEELE GAS PIPE
T
AS
W
3
4"
E
2" VENT THRU
ROOF
FAU/ HVAC Located
In Attic
3
4"
BLACK
STEELE
PEE
TRAP
2"
AVOID CONTACT
WITH INTERIOR
WALL FOOTING
2" VENT
THRU ROOF
GAS RANGE SUPPLY
COLLECTOR AND
3
4"
- ± 2'
BALL VALVE
2"
S
AB
3
4"Ø
36,000 BTU
BRYANT LEGACY LINE FAU/ HVAC 95% EFF
3
4"Ø
1"Ø - ± 3'-2"
3
4"Ø
2" VENT
THRU
ROOF
PEE
TRAP
PEE
TRAP
- ± 3'-6"
- ± 9'"
1"Ø - ± 16'-2"
45,000 BTU
GE 4.8 c.f. 4 BURNER
RANGE
1
2"Ø
1
2"Ø
- ± 13'-2"
- ± 1'-10"
1
2"Ø
- ± 9'"
2
EXISTING
NATURAL GAS
METER
1"Ø - ± 1'-2"
1"Ø - ± 1'
1
2"Ø
DEVELOPED LENGTH FROM
EXISTING GAS STUB OUT
± 88 ft.
1"Ø - ± 11'-6"
- ± 9'"
35,000 BTU
CLOTHES
DRYER
36,000 BTU
RHEEM 40gal.
WATER HEATER
4" Ø ABS
1"Ø - ± 37'
Ø VARIES
GAS LINE
FF HB
FF HB
WASTE LINE
2" Ø ABS
Drawn By
William Bonnewell
(928) 775-2198
architectural.pen@gmail.com
2
1"Ø - ± 5'
2
22
Natural Gas Line Isometric
EXISTING
NATURAL GAS
STUB
NO SCALE
8
9
22
Natural Gas Line
GAS LINE NOTES:
APPLIANCES:
1.
2.
3.
RANGE
FAU/ HVAC
WATER HEATER
CLOTHES DRYER
4.
5.
GAS PIPING SYSTEM PIPING TO MEET 2018 IRC SEC. G2413
GAS PIPES SHALL HAVE SHUTOFF VALVES IN ACCORDANCE WITH 2018 IRC SEC. G2420.1
SHUT OFF VALVE TO BE APPROVED TYPE. CONSTRUCTED WITH MATERIALS COMPATIBLE WITH
THE PIPING, AND SHALL COMPLY WITH THE STANDARD THAT IS APPLICABLE FOR THE PRESSURE
AND APPLICATION 2018 IRC SEC. G2420.1.1
SHUT OFF VALVES TO BE PROHIBITED IN CONCEALED LOCATIONS AND FURNACE PLENUMS 2018
IRC SEC. G2420.1.2
SHUT OFF VALVES SHALL BE ACCESSIBLE FOR OPERATION AND PROTECTED FROM DAMAGE.
Scale 41" = 1'-0"
8
9
22
23
Plumbing Plan
Scale 41" = 1'-0"
Date
May 24, 2023
PLUMBING NOTES:
1.
2.
TOILET - 1.6gal. MAX FLUSH, 16" MIN CLEARANCE ON EACH SIDE FROM CENTER OF FLANGE.
PROVIDE A WATER HEATER T&P (Temperature/ Pressure) DISCHARGE LINE. THE WATER HEATER RELIEF
VALVE SHALL EXTEND OUTSIDE OF THE BUILDING, OR TO THE FLOOR OF THE GARAGE, WITH END OF
PIPE NOT MORE THAN SIX (6) INCHES, OR LESS THAN TWICE THE DIAMETER OF THE DISCHARGE PIPING
SIZE (1.5') ABOVE THE GROUND AND POINTING DOWNWARD.
APPLIANCE BTU RATINGS:
3.
WASTE LINE SLOPE: 2" ABS = 41" | 3" ABS = 41" | 4" ABS = 81"
GAS RANGE
4.
5.
HOSE BIBS - 4" FROST FREE WITH ANTI-SIPHON.
STEELE GAS LINE TO BE BONDED TO THE ELECTRICAL SERVICE ENTRANCE WITH #6AWG COPPER
WIRE.
- GE 30" FREESTANDING 4 BURNER GAS RANGE
- BRYANT GAS FAU/ HVAC 95% EFF/ COOLING - 13.0 EER, 15.2 SEER
- RHEEM 40gal. 19"dia. 58" TALL. vef. 0.66 - GAS WATER HEATER
- STANDARD PERFORMANCE GAS CLOTHES DRYER
FAU/ HVAC
GAS WATER HEATER
GAS CLOTHES DRYER
: 45,000 btu
- BURNER #1 = 5,000 btu
- BURNER #2 = 9,500 btu
- BURNER #3 = 3,000 btu
- BURNER #4 = 9,500 btu
- BAKE BURNER ≈ 30,000 btu
: 36,000 btu
: 36,000 btu
: 35,000 btu
23
Create Date
February 20, 2021
File Name
Plumbing Plan
And
LP Gas Isometric
Before You Dig
Call The Blue Stake Center
1-800-STAKE-IT
Page 10 of 10
Sawhorse/ Saw-Buck Design And Blueprint
SAWHORSE SAW-BUCK:
2'-1"
4'-4"
THIS I-BEAM DESIGN HAS BEEN PROVEN IN THE FIELD FOR MANY YEARS. THIS
SAWHORSE DESIGN IS PRIMARILY FOR ROUGH FRAMING CARPENTERS AND
THAT I AFFECTIONATELY REFER TO AS THE ACME SAWHORSE/ SAW-BUCK.
3'-7"
4"
SPECIFICATIONS:
DESIGN SIMPLICITY: SIMPLE (MINIMAL DESIGN)
(1)
NOTES:
DESIGN RELIABILITY: 100%
(1) GALVANIZED 16d
MAXIMUM CONTINUOUS VERTICAL LOAD: 1343 lbs.
(2) GALVANIZED 8d
MAXIMUM INTERMITTENT VERTICAL LOAD: 2112 lbs.
WEIGHT PER TRESTLE (SAWHORSE): 26.9 lbs. HEM fir.
FOLLOW NAIL PATTERN
(1)
AVERAGE SERVICE LIFE: 21 YEARS
SHOWN ON ELEVATIONS
FAILURE RATE: INSIGNIFICANT
35"
(1)
WORKING WEATHER CONDITIONS: ALL WEATHER CONDITIONS
IDEAL WORKING TEMPERATURE: 73°F.
MAINTENANCE REQUIRED: MINIMAL
USEFUL NOTES:
(2)
DON'T' TRY TO MODIFY THIS DESIGN
(1)
DON'T STACK PLYWOOD ON WINDY DAYS
2X4 MAY BE USED IN LIEU OF THE 1X3
(2)
Front And Side Elevations
(2)
Scale 1" = 1'-0"
721"
3
A 12
(8) 2x4 CUT AT
ANGLE 36" SHORT POINT TO LONG POINT
3
(8) 2x4 @ 12
∠
3'
(4) PLYWOOD
GUSSET
12"
LEG
Sawhorse/ Saw-Buck
DUTY RATING: TYPE IAA INDUSTRIAL
1421"
Assembly
Scale 3" = 1'-0"
(4) PLYWOOD GUSSET
(6) 2x4 CUT AT 43"
3
(2) 1x3 CUT AT A 12
ANGLE 42" LONG POINT TO LONG POINT
3
(2) 1x3 CUT AT A 12
ANGLE 45" LONG POINT TO LONG POINT
Sawyer's Parts List
Scale 21" = 1'-0"
43"
42"
45"
(6) 2x4 I-BEAM/ STRUT
3
(2) 1X3 @ 12
∠
3
(2) 1X3 @ 12
∠
Sawyer's Cut List
Scale 34" = 1'-0"
KEY NOTES:
12°
(1) 2X4 SKID PLATE
(2) 2X4 SPACER
Drawn By
(1)
WDB
Create Date
August 7, 1988
Date
August 8, 2023
(2)
File Name
ACME - dwg.
35"
ACME SAWHORSE
Typical Use Case Scenarios
Scale 21" = 1'-0"
Page 1 of 1