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