The URL can be used to link to this page

Home My WebLink AboutAPPROVED PLANS - 22-00014 - 1065 Cypress Loop - New SFRAuthor Name Author Email Author Phone No.: Larry Beesley Larry.Beesley@rexburg.org 208-372-2176 Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164 Description : 1065 Cypress Loop - New SFR Address : Record Type : New Single Family Residence Document Filename : McNiven, Tyler Permit Set 013122.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 22-00014 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments GN Stamp Larry Beesley : Building Open 1 Approved - Building Inspector A1 Free text Larry Beesley : Building Open 2 Roof Ventilation as per R806 A1 Free text Larry Beesley : Building Open 2 Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) A1 Free text Larry Beesley : Building Open 2 Street Number Displayed on House A1 Free text Larry Beesley : Building Open 2 Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. A1 Free text Larry Beesley : Building Open 2 Minimum Frost Depth Ground Surface to Bottom of Footing 36" A1 Stamp Larry Beesley : Building Open 2 Approved - Building Inspector A2 Free text Larry Beesley : Building Open 3 Refer to engineered plan, the builder must follow all of the engineers specks A2 Free text Larry Beesley : Building Open 3 SD A2 Stamp Larry Beesley : Building Open 3 Approved - Building Inspector New Single Family Residence These plans have been engineered and the builder must follow all of the engineers speck to be able to pass inspections. Please follow all of the specks and details. Approval of plans does not constitute approval of variance from code Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments A3 Free text Larry Beesley : Building Open 4 SD A3 Stamp Larry Beesley : Building Open 4 Approved - Building Inspector A4 Free text Larry Beesley : Building Open 5 Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) A4 Stamp Larry Beesley : Building Open 5 Prescriptive Insulation A4 Stamp Larry Beesley : Building Open 5 Approved - Building Inspector A5 Stamp Kyle Baldwin : P&Z Open 6 Approved - Planning and Zoning Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) These Plans follow the 2018 IRC Codes Permitting and Inspections Section 106,107,108, & 109 1. For a permit you will need 2 sets of the following: House plans, Floor Layout, Truss Details, Rescheck, Heat Loss Analysis, and Engineer Stamp (if needed). 2. Review entire set of plans including the above described with owner/contractor. 3. This drawing is drawn by an AutoCad Design Specialist not an Architect. All Details should be looked over and approved by contractor before construction begins. Sundance Drafting and Design is not liable for construction mistakes. 4. NOTE: This drawing is not to be duplicated without written or verbal consent by Tiffany Stoddart. 5. Sundance Drafting and Design tries to provide the most accurate information for your house design as possible, if design information is not provided correctly Sundance is not liable. Many factors occur in construction during the building process that change the continuity of this drawing. Due to these factors if the plan is not followed or changes occur after the final print has been given, Sundance Drafting and Design is not liable for those items. Read through all pages provided. 6. Review all the notations and labels on each page. Engineering supersedes all drafting notations. Labeling by County or City Inspectors have to be followed. Footing, Foundation, Rebar, and Shear walls are specified and have to be followed. Floor Layouts and Truss Details are separate from these pages but need to be kept together and followed. 7. If any problems with the plans, please notify Sundance Drafting and Design. 8. Under no circumstances will Sundance Drafting and Design be liable in any way for any claims, damages, losses, expenses, costs or liabilities whatsoever resulting or arising directly or indirectly from your use of the house plans. 9. We will have email confirmation at the end of permit stage-finals that the client/contractor has looked through these pages and agrees that all discussed between Client/Contractor and Sundance Drafting and Design is noted and correct. GENERAL NOTES: 1/4"=1'-0" UNO Co p y r i g h t S u n d a n c e D r a f t i n g a n d D e s i g n 2 0 2 1 1/8"=1'-0" UNO Start Date Permit Set Bid Set A5 of Rev Rev Rev Copyright Sundance Drafing & Design 2021 All right reserved GN 20 8 . 5 2 4 . 2 8 8 0 N EE D AH OU S E P LA N . C O M Su n d a n c e dr a f t i n g & d e s i g n PAGE LAYOUT GN-General Notes & Codes A1-Elevations A2-Foundation/Basement A3-Main Floor A4-Cross Section A5-Plot Plan Fasten sheathing to header w 8d common or gal. box nails in 3" grid pattern as shown Header to jack-stud strap per table R602.10.6.4 on both sides of opening opposite side of sheathing Min. Length of panel per Table R602.10.5 Min. double 2x4 framing covered w min. 716" thick wood structual panel sheathing w 8d common or gal. box nails at 3" o.c. in framing (studs and sills) as shown. typ. Min. (2) 3500 LB Tie-Down Device (Embedded into Concrete and Nailed into Framing) Min.(1) 58" Ø Anchor Bolts R403.1.6 with 2"x2"x316" plate washer Min. Double 2x4 Post Typical Portal Frame Construction If needed, panel splice edges shall occur over & be nailed to common blocking w/in middle 24" of wall mid-height. One row of 3" o.c. nailing is req. in ea. panel edgeMin. 1000LB Tie down Device (H1) Extent of Header Single Portal Frame (One Braced Wall Panel) Extent of Header Double Portal Frame (Two Braced Wall Panels) Ma x H e i g h t 1 0 ' - 0 " Alternate Braced Wall Panel Garage Portal Design PFH Figure R602.10.6.2 Min. 3"x11 14" net header (Steel header prohibited) Ma x T o t a l W a l l H e i g h t 1 2 ' - 0 " Table R602.10.5 MIN. LENGTH OF BRACED WALL PANELS Min. reinforcing of foundation, (1) #4 bar top & bottom of footing. Lap bars 15" min. Min. Footing under opening is 12"x12" 2'-18" finished width for single or double portal Wall height 8ft 9ft 10ft 11ft 12ft 16" 18" 20" 22"* 24"*CS - P F IBWP 5_________ APA SIMPLIFIED WALL BRACING REQUIRED BY CITY OF AMMON IBWP 5-Interior Braced Wall Method 5 1/2" min. Gypsum See plan for length 2 studs spaced 24" apart, blocked Screwed @7"/7" w/1" Drywall Screws All Vert Joints occur over stud All Hori. Joints blocked w/2x4 blocking Above each IBWP3 a 2x4 Truss block is required as well at each corner, not over window ALL EXTERIOR WALLS ARE BRACED WALLS (length?) Pony Wall Height Tension Strap per Table 602.10.6.4 (On opposite side of Sheathing) Fasten Top Plate to header w/2 Rows of 16d sinker nails at 3" O.C. TYP Min. 3 8" Wood Structural Panel Sheating Height of Braced Wall Panel SDC A,B, and C Windspeed <110 MPH Sheathed Width 2'-8"2'-8" MIN. WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS Table R602.10.6.1 Tie-Down Force (lb.) 11 ft. 3'-2" 1800 3000 2200 3600 1800 3000 1800 3000 - - 1 Seismic Design Category and Windspeed 2'-8" 8 ft. 2'-4" 9 ft. 2'-8" 10 ft. 2'-8" Note a 12 ft. 3'-6" R602.10.6.1, Item 1 R602.10.6.1, Item 2 1800 3000 1800 3000 2000 3300 Sheathed Width SDC D,D, and D Windspeed <110 MPH R602.10.6.1, Item 1 R602.10.6.1, Item 2 1800 3000 0 2 Note a - - Table R602.10.5 MIN. LENGTH OF BRACED WALL PANELS Wall height 8ft 9ft 10ft 11ft 12ft PF H 16" 16" 16" 18* 20* *=10' is the max wall height allowed but a pony wall attached up to 12' *=10' is the max wall height allowed but a pony wall attached up to 12' Min. (2) 1 2" Dia. Anchor Bolts installed per R403.1.6 with 2"x2"x 3 16" Plate Washers All information remains the same except the Tie Down Anchor Bolt and single plate for CS-PF (Same on both sides of opening) Alternate Braced Wall Panel Garage Portal Design CS-PF Figure R602.10.6.4 (IF APPLICABLE) (1) #4 Rebar Horiz. Cont. Gravel Undisturbed Soil Wood Foundation Heated Room Garage Mono Pour for Inside Garage Ventilation R408.1 The under-floor space between the bottom of the floor joists and the earth under any building (except space occupied by a basement) shall have ventilation openings through foundation walls or exterior walls. The minimum net area of ventilation opening shall not be less than 1 s/f for each 150 s/f of under floor space area, unless the ground surface is covered by a Class 1 vapor retarder material. If the vapor retarder is used the min. net area of ventilation openings shall not be less than 1 s/f for each 1500 s/f. One such vent shall be within 3' of each corner of building. Header Notes: Headers 4' or less use 1 Ply 9.50 or 2 Ply 2x10 Dim. Lumber Headers 6' or less use 2 Ply 9.50 Headers 8' or less use 3 Ply 9.50 or 2 Ply 11.88 ML Headers 10' or less use 3 Ply 11.88 or 2 Ply 14.00 ML Headers 10' or more refer to TJXpert Layout 3' Hallway Clearance 2018 IRC, Section R106 and R311.6 Saftey Glazing 2018 IRC, Sections R106 and R308.4.5 Exhaust and Ventilation: Whole House Fan 80 CFM Kitchen Fan 100 CFM Laundry 50 CFM Bathrooms 50 CFM Bedrooms 10 CFM fresh air Living Areas 10 CFM fresh air Contractor to indicate location of fans if not indicated on plans already. Furnace: Location of furnace and water heater 2018 IRC, Section R106, and M1305 Elevate all sources of ignition in the garage a min. of 18" above the floor 2018 IRC, Sections R106, and M1307.3 Provide a protection post in the garage to prevent vehicle damage to furnace and water heater. 2018 IRC, Section R106, M1307.3.1 Crawl Space: Through Floor min 18"x24" or through perimeter wall min 16"x24" required crawl space opening. If applicable, refer to mechanical code for access requirements where mechanical equipment is located under floors. 2018 IRC, Section R106, R408.4 M1305.1.4 Window Well System: 2018 IRC Code Min. egress window opening will be 5.7 sq. ft 7 Sill height no higher than 44" above FFL Window wells provide a net clear of 9 sq. ft. w/min horiz. projection & width of 36" Exception: Window Wells w/depth greater than 44" will have a permanently affixed ladder or steps. Ladder or Steps 12"-width Inside, 3"-from walls, Spaced no more than 18" O.C. One egress ladder shall be provided within a window well of an unfinished basement J 2' - 6 " 10"1' - 4 " Brick Detail at Garage 4' Nailing or Screws 7" O.C. Max Horiz. & Vert. Blocks at Drywall Joints for 7" O.C. Screws of Nails Drywall is shown cutaway Overlapped Double Plate 2x6 Exterior wall @16"O.C. with 7/16" Waferboard Drywall & Waterboard not Shown for clarity 2x4 Interior Wall @16" O.C. 4'x8' Shear Panel on Both Sides4' 8'x8' Shear Panel on Single Side 48 . 5 " t o c n t r IBWP 3 Interior Braced Wall Panel IBWP 2018 IRC Section 602.10.1 BWP 3-Interior Braced Wall Method 3 (IRC R602.10) 2x4 Studs @ 16" O.C. w/7/16" OSB Nailed 5" O.C. and 10" Field IBWP 5-Interior Braced Wall Method 5 1/2" min. Gypsum board 48" length applied to both sides OR 96" to one side covering 3 studs spaced 16" or 2 studs spaced 24" apart, blocked Screwed @7"/7" w/1" Drywall Screws All Vert Joints occur over stud All Hori. Joints blocked w/2x4 blocking Braced Wall Panel BWP 3' Braced Walls at each strap with 7/16" OSB one side, blocked in all joints Nailed @ 6"/12" w/ 8d or Stapled @ 4"/8" w 16 ga. All joints must occur over raming member 6" at edge 12" in field 4' 8d @ 12" O.C. in field 8d Nails @ 6" O.C. @ edge Braced Wall Panel Detail BWP IBWP 5 All exterior wall are braced walls. Fasteners for Preservative treated wood 2018 IRC Code Section R402.1.1 Fastner for Preservative treated wood shall be of hot dipped zinc-coated galvanized steel, stainless steel, silicon bronze or copper. Exceptions: 1. One-half inch (12.7mm) diameter or greater steel bolts. 2. Fasteners other than nail & timber rivets shall be permitted to be of mechanical deposited zinc coated steel with coating weights in accordance with ASTM B695 class 55 min. Frost Protection 403.1.4.1 Except where otherwise protected from frost, foundation walls, piers and other permanent supports of buildings and structures shall be protected from frost by one or more of the following methods: 1. Extended below the frost line specified in Table R301.2 2. Construct in accordance with Section 403.3 3. Construct in accordance with ASCE 32 or 4. Erected on Solid Rock Exceptions: -Protection of freestanding accessory structures with an area of 400 of 600 square feet or less, of light frame construction with an eve height of 10' of less shall not be required. -Decks not supported by a dwelling need not be provided with footings that extend below the frost line. -Footings shall not bear on frozen soil unless the frozen condition is permanent. Smoke Alarms 2018 IRC Code Section 106. R314 All smoke alarms shall be listed in accordance with UL 217 & installed in accordance with NFPA 72 -One in each sleeping area -Outside of each separate sleeping area in the immediate vicinity of the bedrooms -On each additional story including un-finish & finished basements and habitable attics but not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with splits levels and without an intervening door between the adjacent levels a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. -Alarm devices shall be interconnected with battery backup that the actuation of one alarm will activate all of the alarms S Carbon Monoxide Alarms 2018 IRC Section 106 & R315.1 New Construction an approved carbon monoxide alarm installed outside of each sleeping area in the immediate vicinity of bedroom and dwelling units. They shall be listed as complying with UL 2034 and installed accordingly CM Garage Portals: Alternate Braced Wall Panel Garage Portal Design CS-PF See Figure R602.10.6.4 on Sheet A4 CS-PF Garage Portals: Alternate Braced Wall Panel Garage Portal Design PFH See Figure R602.10.6.2 Sheet A4 PFH THRU J O I S T & P O S T POST C A P P E R P L A N P.T. D E C K J O I S T P E R P L A N CARR A G E B O L T S 2X P. T . (2) 1/2 " x 5 1 / 2 " AN CONNECTION PER PLAN P.T. BLOCKING PER PLAN P.T. BEAM P.T. POST OR WALL 2X6 P.T. TOP RAIL @ 5 3/8"O.C. 2X2 P.T. PICKETS 1X4 P.T. EACH SIDE 4X4 P.T . P O S T 2X4 P.T . S P A C E D D E C K I N G 36 " M I N . 4" MA X . INTO RIM JST. @ 16" O.C. THROUGH P.T. LEDGER 5/8"x5" LAG SCREWS 1X4 P.T . E A C H S I D E Grade (2) #4 Rebar Horiz. Cont. 16x8 Cont. Footing 6" Conc. FDN Wall 2x4 Pony Wall 11 7/8" Eng. Floor Joist to be Sunken with Hanger or Pony Wall Support Day Light Basement 3' Foundation Wall with earth backfill @ 2'-6" 2' 6' 3' 8' - 1 1 / 2 " (2) #4 Rebar Horiz. Cont. 8" 4' Concrete Slab Concrete Slab Concrete Slab Perimeter Slab Insulation Detail Rigid Insulation (2) #4 Rebar Horiz. Cont. Concrete Slab Flashing R-10 Insulation Wall Tile Recessed Floor Drain Detail (APA) 2x Wall 5/8" Gypsum Board 3/4" APA Rated Floor Sheathing Tile Backer Board Over 6mm Vapor Barrier Floor Tile Sloped Grout Bed 3/4" APA Rated Floor Sheathing 11 7/8" LVL Floor Joist 9 1/2" TJI Floor Joist 11" Min Run on Conc. Step into house Max Rise 7 3/4" Concrete Steps into House B-B 1' - 0 1 / 2 " 5' - 9 1 / 2 " 3' - 4 " 8" A-A 1' - 0 1 / 2 " A A 22" LAP (Typ) 22 " L A P (T Y P ) #4 @ 2'-0" O.C. E. W. 23/32 APA Rated Sheathing W/ Tar Paper Between Sheathing and Concrete Tar Paper 2x Pressure Treated Rim (Match Floor Joist Depth) #4 @ 2'-0" O.C. 24 2x4 Pressure Treated Sill Plate W/1/2" Dia. Anchor Bolts @ 4'-0" O.C. Wall Framing (By Others) Floor Framing (By Others) 1 1/4" (Min.) Eng Rim Joist Foundation Wall (By Others) Floor Joist (See Table) 2x Ledger W/Simpson 1/4" SDS Screws (Match Floor Joist Depth) (See Table) Simpson LUS Joist Hanger W/ SD Screws @ Each Joist Span (See Table) Slope Cold Storage Detail Span (See table) Le n g t h ( A s p e r A r c h D r a w i n g s 3' - 0 " Ma x . GENERAL STRUCTURAL NOTES A. CODES AND SPECIFICATIONS 1.International Building Code (IRC) - 2018 Edition 2.ACI 318-11 Building Code Requirements for Reinforced Concrete 3.ANSI/AF&PA National Design Specifications (NDS) & Suppl. for Wood Const. -2018 Edition 4.ASCE 7-10 Min. Design Loads for Buildings and other Structures B. DESIGN LOADS UNIFORM (PSF) 1.Floor Loads Uniform a. Deck Live = 100 C. MATERIALS 1. Dimensional Lumber #2 Douglas Fir 2. Concrete fc Slab 4000 PSi 3. Reinforcing Steel ASTM A615 - Grade 60 4. Anchor Bolts A36/F1554 GRADE 36 4" Concrete Deck Table Span Joist Size Joist Spacing SDS 1/4 x 3 1/2 Screw Spacing 4'-0"2x4 16" O.C.8" O.C. 6'-0"2x6 16" O.C.5" O.C. 8'-0"2x8 16" O.C.4" O.C. 6" Concrete Deck Table Span Joist Size Joist Spacing SDS 1/4 x 3 1/2 Screw Spacing 4'-0"2x4 16" O.C.7" O.C. 6'-0"2x6 16" O.C.4 1/2" O.C. 8'-0"2x8 12" O.C.3" O.C. Window Callouts: Width x Height (ex. 3050 is 3'0" wide by 5'0" Tall) Door same SH-is Single Hung DH is Double Hung SV is Side Vent F is Fixed or Picture T or Temp is Tempered Safety Glass Tra is Transom OBS Obscured Rim Down Joist Detail B B 2' - 6 " 6" M i n A-A B-B Stepping Conc. Daylight Stepping and Walkout Foundation GFoundation Wall System: (*USE IN SEISMIC D ZONE-BONNEVILLE COUNTY) 2x4 Treated Sill Plate over Foam Sill Sealer with 1 2" Anchor Bolts @ 72" (*32") O.C. 10" Long, 7" Embedded Max. 12" from all Corners or Splices Concrete Wall Greater than 9' need to have an Architects or Engineer Seal 8' & under (1) Horiz. Bar in top 12" and one at mid-height 8'-1" to 9' (1) Horiz. Bar in top 12" & one bar at each third point Min. (2) Anchor Bolts per Sill Plate w/ nut & ROUND plate Washer 2 1/2 Ø x1 4" Min. For each Bolt (*3"x3"x1 4" SQUARE) over Concrete Foundation wall Consistent w/ 2018 IRC R401-403 With Asphalt Emulsion on Exterior Side over Continuous Concrete Footings Consistent w/ 2018 IRC Section R106.1 over Undisturbed Soil (USE IF APPLICABLE) (USE IF APPLICABLE)(USE IF APPLICABLE) (USE IF APPLICABLE) OR Deck Detail (USE IF APPLICABLE) (USE IF APPLICABLE) (USE IF APPLICABLE)(USE IF APPLICABLE) (USE IF APPLICABLE) 2' - 6 " 8"1' - 4 " Rock Detail at Garage (USE IF APPLICABLE) General Notes & 2018 IRC Codes Mc N i v e n Re s i d e n c e 11-12-2021 TO T A L S Q . F T G . = 42 1 4 MA I N F L O O R = 21 0 7 / 2 0 0 6 I N T E R I O R BA S E M E N T = 21 0 7 / 1 8 9 0 I N T E R I O R GA R A G E = 11 8 2 21-401 PE R M I T S E T 01-04-2022 Elevations Scale: 1/4" & 1/8" =1'-0" on 36" x 24" Paper Scale: 1/8" & 1/16"=1'-0" on 17" x 11" Paper A1 1/4"=1'-0" UNO Co p y r i g h t S u n d a n c e D r a f t i n g a n d D e s i g n 2 0 2 1 1/8"=1'-0" UNO Start Date Permit Set Bid Set A5 of Rev Rev Rev 20 8 . 5 2 4 . 2 8 8 0 N EE D AH OU S E P LA N . C O M Su n d a n c e dr a f t i n g & d e s i g n PAGE LAYOUT GN-General Notes & Codes A1-Elevations A2-Foundation/Basement A3-Main Floor A4-Cross Section A5-Plot Plan SEE GN NOTES PAGE FOR ALL CODE REQUIREMENTS AND DETAILS 10' Main Walls 9' Basement Foundation Walls Garage to Match Main TYP 6:12 Pitch Main, Front and Sides 12" Energy Heel Trusses Mc N i v e n Re s i d e n c e 11-12-2021 TO T A L S Q . F T G . = 42 1 4 MA I N F L O O R = 21 0 7 / 2 0 0 6 I N T E R I O R BA S E M E N T = 21 0 7 / 1 8 9 0 I N T E R I O R GA R A G E = 11 8 2 Front Elevation Back Elevation Right ElevationLeft Elevation 21-401 12 6 6 12 12 6 12 6 12 6 PE R M I T S E T Faux Stone Vinyl Siding Stucco 01-04-2022 01-11-2022 01-13-2022 7' - 8 " 10 ' 01-31-2022 Pitch Break Here Roof Ventilation as per R806 Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) Street Number Displayed on House Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. Minimum Frost Depth Ground Surface to Bottom of Footing 36" TRIPLE CAR GARAGE 4" CONCRETE SLAB SLOPE CONC. FLOOR TO DRAIN TO GARAGE DOOR 9' Basement F. Walls Furnace WH 5050 SV Family Room Game Area Mech Cut 9' for Garage Opening with Req. Blocking Cut 3' for Passage Opening with Req. Blocking 10 CFM Fresh Air Length of Footing T-Wall 28 6 8 Shelves Shelves 28 6 8 WH 28 6 8 28 6 8 5068 Bi-Fld 5068 Bi-Fld 5068 Bi-Fld5068 Bi-Fld 2X 6 W A L L 2 4 6 8 24 6 8 4050 SV Cut 6' for Passage Opening with Req. Blocking Cut 3' for Passage Opening with Req. Blocking Cut 9' for Garage Opening with Req. Blocking Cut 9' for Garage Opening with Req. Blocking Line of Concrete Patio 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 Bedroom 2 11'-0" x 12'-3" 10 CFM Fresh Air Smoke Detector Bedroom 3 11'-0" x 12'-3" 10 CFM Fresh Air Smoke Detector Bedroom 4 11'-0" x 13'-7" 10 CFM Fresh Air Smoke Detector Bedroom 5 11'-0" x 13'-7" 10 CFM Fresh Air Smoke Detector 4050 SV 30 6 8 S CM J J 8x8 P o s t 24x2 4 x 8 F o o t e r 30 6 8 Pipe can 45° for 4' Max. 30° consistant 1/4 per 1' 1' - 8 " 1'-8" 4' - 5 " Non-Combustable Floor Pad French Drain, Consult Owner French Drain, Consult Owner Shelves S h e l v e s 8' Ceiling 9' Ceiling 8' Ceiling Bath 50 CFM Bath 50 CFM 4050 SV J 4050 SV J French Drain, Consult Owner French Drain, Consult Owner French Drain, Consult Owner French Drain, Consult Owner 4" Conc. Pour Over Undisturbed Soil 4" Conc. Pour Over Undisturbed Soil 4" Conc. Pour Over Undisturbed Soil Foundation Plan Scale: 1/4"=1'-0" 36"x24" Size Paper Scale: 1/8"=1'-0" 17"x11" Size Paper A2A2 1/4"=1'-0" UNO Co p y r i g h t S u n d a n c e D r a f t i n g a n d D e s i g n 2 0 2 1 1/8"=1'-0" UNO Start Date Permit Set Bid Set A5 of Rev Rev 6x 6 P o s t 24 x 2 4 x 8 F o o t e r Rev 20 8 . 5 2 4 . 2 8 8 0 N EE D AH OU S E P LA N . C O M Su n d a n c e dr a f t i n g & d e s i g n PAGE LAYOUT GN-General Notes & Codes A1-Elevations A2-Foundation/Basement A3-Main Floor A4-Cross Section A5-Plot Plan 10' Main Walls 9' Basement Foundation Walls Garage to Match Main TYP Window Callouts: Width x Height (ex. 3050 is 3'0" wide by 5'0" Tall) Door same SH-is Single Hung DH is Double Hung SV is Side Vent F is Fixed or Picture T or Temp is Tempered Safety Glass Tra is Transom OBS Obscured SEE GN NOTES PAGE FOR ALL CODE REQUIREMENTS AND DETAILS Mc N i v e n Re s i d e n c e 11-12-2021 TO T A L S Q . F T G . = 42 1 4 MA I N F L O O R = 21 0 7 / 2 0 0 6 I N T E R I O R BA S E M E N T = 21 0 7 / 1 8 9 0 I N T E R I O R GA R A G E = 11 8 2 21-401 4'5'-7"29'-4" 8' - 6 " 4'-6"13' Center of Footing Center of Footing 4' - 9 " Center of Beam & Footing 21'-11"16'-9" 25'17'-6" 22 ' - 2 " 2' - 8 " 9'7'-1" 38'-8" 5' - 1 0 " 81'-8" 26'-11"16'-1" 43' 38 ' - 4 " 64'-2" 16'-9" 2" R o c k L e d g e 2" R o c k L e d g e 2" R o c k Le d g e 17 ' - 2 " 5' - 4 " 50 ' - 4 " 8'-4"5'-6" 29'-3" 3' - 9 " 13 ' - 1 0 " 12 ' 14 ' - 1 1 " 3' - 6 " 34'-3" 12'-10" 6'-11"11'9' 22 ' - 4 " 16 ' 6'-11" 10" 3'-8"3'-8"7'-8"5'-4"15'-2"20'-1" 10 ' - 8 " 18 ' - 6 " 5'-4"11'-6"11'-9" 12 ' 8'-1" 5' - 6 " 30 ' - 4 " 6' - 2 " 18 ' - 6 " 3' - 6 " 4'-4" 15 ' - 1 0 " 2' - 7 " 2' - 7 " 8'-1" 7' 6' 3' - 2 " 8'-10" 6' - 4 " 1' - 9 " 3' - 7 " 3' - 6 " PE R M I T S E T 4' 17'-6" 81'-8" Fl o o r J o i s t D i r e c t i o n Fl o o r J o i s t D i r e c t i o n Fl o o r J o i s t D i r e c t i o n LN LN Up 01-04-2022 Railing 01-11-2022 01-13-2022 Refer to engineered plan, the builder must follow all of the engineers specks SD 4050 F 36 8 0 9' DWLS 10 ' - 8 " 64'-2" 286 8 30 6 8 26 6 8 2 8 6 8 He a r t h & M a n t e l OC G a s F P 9' x 8' OH Garage Door 5040 SV5060 F 4060 SV 8' HH 5040 SV 17'-6" 10'7'-10"5'-6"5'-6"7'-2" 16'-8" 8'-5"8'-3" 47'-6" 11'-6" 7'-3" 11 ' - 7 " 12 ' - 1 1 " 5'14'-10"3'-2"2' 13 ' - 8 " 6' 16'-9" 10'-6" 11'-5" 7'-3"4'-2" 11 ' - 6 " 16 ' 38 ' - 2 " 38'-8"26'-11"16'-1" 9'2'-7"2'9'4'-6"38'-8" 81'-8" 50 ' - 2 " 30 ' - 2 " 16 ' 5' - 6 " 2'-8" 25' 24 ' - 6 " 3'-9" 2' 3' - 9 " 4' 4' - 4 " Ref 12 ' 3050 F 10 0 C F M IB W P 5 3' - 1 " 2' 14 ' - 7 " 10'-6" 5'-6"5' Micro DO Li n e n 22 ' - 2 " 2668 12'-2"3'-4"5'-8"13'-2"2'-8" Higher Header Higher Header 5060 F Higher Header 5060 F 2 x 6 W a l l 2'-8" 3' - 9 1 / 2 " De s k WIC & Sewing/Hobby 10'-0"x10'-2" 10' Flat Ceiling 50 CFM 30 6 8 50 CFM 24 6 8 Entry/Waiting Room 14'-2"x10'-0" 10' Flat Ceiling 50 CFM 6068 Bi-FldBuilt-In Bookshelf 24 6 8 24 6 8 Linen Teaching Studio 13'-4"x15'-3" 10' Flat w Vault Build down to 9' side walls 10 CFM 3068 P 3' - 6 " 6068 Patio Door 9' x 8' OH Garage Door9' x 8' OH Garage Door 30 6 8 3068 3068 3068 Covered Patio 5'-6" 10 ' - 6 " 3' - 8 " 4' - 7 " 3' - 9 " 5' - 1 " 5' - 8 " 5' - 3 " Master Bedroom/1 15'-10" x 15'-2" 10 CFM Fresh Air 10' Flat Ceiling Smoke Detector 4'3'-10"2'-6"7'-2"6'-8" 5'-1"6'-9"4'-11" 5'-9" 8'6'-2" 10 ' - 8 " 2' - 7 " S CM 9'2'-5"4'-6" Op e n Co a t Cl o s e t Duct Work 2868 2-2668 6' 5' - 6 " 3' - 1 " 17x17 Stack with 4" Brick Surrond 4' - 2 " Johnny Cabinet Master Bath 10' Ceiling 50 CFM 4'-6" Concrete Pad For A/C 2' - 8 " 4' - 1 0 " Li n e O f A t t i c S t o r a g e A b o v e Li n e O f A t t i c S t o r a g e A b o v e Pull Down Access Va u l t Va u l t Main Floor Scale: 1/4"=1'-0" 36"x24" Size Paper Scale: 1/8"=1'-0" 17"x11" Size Paper A3 1/4"=1'-0" UNO Co p y r i g h t S u n d a n c e D r a f t i n g a n d D e s i g n 2 0 2 1 1/8"=1'-0" UNO Start Date Permit Set Bid Set A5 of Rev Rev Rev 20 8 . 5 2 4 . 2 8 8 0 N EE D AH OU S E P LA N . C O M Su n d a n c e dr a f t i n g & d e s i g n PAGE LAYOUT GN-General Notes & Codes A1-Elevations A2-Foundation/Basement A3-Main Floor A4-Cross Section A5-Plot Plan Window Callouts: Width x Height (ex. 3050 is 3'0" wide by 5'0" Tall) Door same SH-is Single Hung DH is Double Hung SV is Side Vent F is Fixed or Picture T or Temp is Tempered Safety Glass Tra is Transom OBS Obscured 10' Main Walls 9' Basement Foundation Walls Garage to Match Main TYP SEE GN NOTES PAGE FOR ALL CODE REQUIREMENTS AND DETAILS Mc N i v e n Re s i d e n c e 11-12-2021 TO T A L S Q . F T G . = 42 1 4 MA I N F L O O R = 21 0 7 / 2 0 0 6 I N T E R I O R BA S E M E N T = 21 0 7 / 1 8 9 0 I N T E R I O R GA R A G E = 11 8 2 21-401 PE R M I T S E T 3 Car Garage 1182 SF Great Room 21' x 19'-1" 10 CFM Fresh Air 10' Flat Ceiling Kitchen 10' Flat Ceiling Utility 10' Flat Ceiling 80 WHF 50 CFM 15 ' - 9 " WIPantry 4'-6"x12"-1" 6x6 Post 4' 4' E a . S i d e IB W P 5 4' E a . S i d e IBWP 5 4' Ea. Side Li n e n 5'-10" IB W P 5 4' E a . S i d e Higher Header 5040 SV 2'-2" 2' - 4 " 6'-5 1/2"6'-8 1/2"4'-8" 2 1345678910111213 DN 2'6'2' 2' 3' - 1 0 " 14'14'-8" 7'-3"6'-9"2'-6"6'-9"5'-5" 01-04-2022 IB W P 5 30' 19 ' - 3 " 23 ' - 6 " 01-11-2022 13 ' - 1 0 " 21 ' - 8 " 2' - 6 " 01-13-2022 3068Fixed Bo o k c a s e Dining 11'-3" x 14'-1" 10 CFM Fresh Air 10' Flat Ceiling 21' 19 ' - 1 " 14 ' - 1 " 11'-3" 2' 3' - 4 " 01-31-2022 4' - 6 " 7' - 1 " 26 1 6 S V Covered SD Cross Section Floor System: Interior Walls: Exterior Walls: Soffit System: A C E D B Alternate Reinforcing Bar Size and Spacing Vertical Rebar Only 8" nominal wall thickness 72" Max rebar spacing #4 @ 15" is equal to #5 @ 23" or #6 @ 32" #4 @ 16" is equal to #5 @ 25" or #6 @ 32" #4 @ 16" is equal to #5 @ 25" or #6 @ 36" Load-Bearing Value of Soil (psf) 1500 2000 3000 Conventional Light-frame Construction 1-story 2-story 3-story 4" Brick Veneer over light frame 1-story 2-story 3-story 12 21 32 12 16 24 12 15 23 12 12 17 12 12 16 Table R403.1 Min. Width of Conc. or Masonry Footings (inches) Basement Furring: F 8" Conc. Walls Not Required Not Required #6 at 36" O.C. Not Required Not Required #6 at 35" O.C. #6 at 32" O.C. Not Required #6 at 35" O.C. #6 at 34" O.C. Max. Wall Height 8' 9' 10' Max. Unbalanced Backfill Height 5' or less 6' 7' 5' or less 6' 7' 8' 7' or less 8' 9' 8' and Under (1) Horizontal Rebar in top 12" and one at mid-height 8' and Greater (1) Horizontal Rebar in top 12" and one bar at each third point Min. Vertical Reiforcement Size & Spacing Table R404.1.2 (3) Reinforced Concrete Foundation Walls GM, GC, SM, SM-SC and ML Soils 45 Cross Section Roof System: 2018 IRC Code Section R801, R901 Architectural Grade, 25 year Asphalt Shingles R905 over #15 building felt over 7/16" Ext. OSB roof sheeting w/Clips & nailed 6" O.C.-Edges, 10" O.C.-field over 6:12 Pitch 12" Energy Heel Engineered Trusses @ 24" O.C. (Framed According to Engineered Truss Layout) with R-49 Blown in Attic Insulation with 5/8" Sheet Rock on Interior Side Taped Prep'd for Interior Finishes Contractor to indicate 22"x30" Attic Access Location 2018 IRC Ice Protection Ice Barrier consisting of 2 layers of cemented under-layment and extend from the eave's edge 24" min. from inside exterior wall 12 21 32 12 16 24 12 12 16 12 12 12 Us e t h i s t a b l e u n l e s s a s o i l t e s t i s d o n e A4 1/4"=1'-0" UNO Co p y r i g h t S u n d a n c e D r a f t i n g a n d D e s i g n 2 0 2 1 1/8"=1'-0" UNO Start Date Permit Set Bid Set A5 of Rev Rev Scale: 1/4"=1'-0" UNO on 36"x24" Size Paper Scale: 1/8"=1'-0" UNO on 17"x11" Size Paper Rev 2018 IRC Code R602, R608, R703 Vinyl Siding, Stucco and Faux Stone over Weather Resistive Barrier 7/16" APA OSB & Nailing Pattern 6"-edge 12"-field 2x6 Stud framed @ 24" O.C. UNO with (2) 2x6 Top Plates with (1) 2x6 Bottom Plate with min. R-21 Batt Insulation with 1/2" Sheetrock Inside Occupancy separation between between house, attic, and garage Taped Prep'd for Interior Finishes 2018 IRC Code 2x6 Fascia Board with style "D" Metal Drip Edge with 3/8" Soffit Sheeting with 3" Continuous Soffit Venting with add'l 2x4 Support as Required 2018 IRC Code 2x4 Stud framed @ 24" O.C. with (2) 2x4 Top Plates with (1) 2x4 Bottom Plate with 1/2" Sheetrock Both Sides Taped Prep'd for Interior Finishes 2018 IRC Code Section R502, R503, R504 3/4" T&G OSB Sub-floor Glued & Nailed over 11-7/8 TJI Engineered Floor Joist Series, Placement, & O.C. Spacing as determined & indicated on TJXpert Layout. (Version 6.0 or later) connected to Rim Joist, spliced using gal. metal ties not less than .058" x 1.5" wide fastened w/6 16d nails ea. side over 1/2" Sheetrock on Ceiling Side Taped and Prep'd for Interior Finishes 2018 IRC Code SectionR602.4 2x4 Stud Framed @ 24" O.C. with Bearing Walls @ 16" O.C. with (2) 2x4 Top Plates with (1) 2x4 Bottom Plate with R-13 Batt Insulation with 6-Mill Poly Vapor Barrier with 1/2" Sheetrock on Interior Side Taped and Prep'd for Interior Finishes Stair System: 2018 IRC R302.7, 311.7.2, R311.7 R312.1.3 Eq. Stair Risers 7 3/4" Max. height, Eq. Stair Treads 10" Min. depth over (3) 11.5" MIN. Stair Stringers bolted at bottom with P.T. 2x4 -3 places with 3" x 1 2" Ø bolt and top securely mounted to framing with Simpson A35 Connector at Stairs Stringer to Ledger or alternate approved connection. with Cont. Handrail System mounted 36"above stair plane. with Handrail return to wall. with a Min. 6'-8" Head Clearance above stair plane. with all other Railing System to be min. 42" above FFL & meet current building codes for vert. and horiz. loading. Slate Spacing to no more than 4" sphere to pass thru. 12" Gypsum Board under stairs 2% Slope Max 1 to 48 H GFoundation Wall System: (*USE IN SEISMIC D ZONE-BONNEVILLE COUNTY) 2x4 Treated Sill Plate over Foam Sill Sealer with 1 2" Anchor Bolts @ 72" (*32") O.C. 10" Long, 7" Embedded Max. 12" from all Corners or Splices Concrete Wall Greater than 9' need to have an Architects or Engineer Seal 8' & under (1) Horiz. Bar in top 12" and one at mid-height 8'-1" to 9' (1) Horiz. Bar in top 12" & one bar at each third point Min. (2) Anchor Bolts per Sill Plate w/ nut & ROUND plate Washer 2 1/2 Ø x1 4" Min. For each Bolt (*3"x3"x1 4" SQUARE) over Concrete Foundation wall Consistent w/ 2018 IRC R401-403 With Asphalt Emulsion on Exterior Side over Continuous Concrete Footings Consistent w/ 2018 IRC Section R106.1 over Undisturbed Soil Window Well System: 2018 IRC Code Min. egress window opening will be 5.7 sq. ft 7 Sill height no higher than 44" above FFL Window wells provide a net clear of 9 sq. ft. w/min horiz. projection & width of 36" Exception: Window Wells w/depth greater than 44" will have a permanently affixed ladder or steps. Ladder or Steps 12"-width Inside, 3"-from walls, Spaced no more than 18" O.C. One egress ladder shall be provided within a window well of an unfinished basement J 20 8 . 5 2 4 . 2 8 8 0 N EE D AH OU S E P LA N . C O M Su n d a n c e dr a f t i n g & d e s i g n PAGE LAYOUT GN-General Notes & Codes A1-Elevations A2-Foundation/Basement A3-Main Floor A4-Cross Section A5-Plot Plan Mc N i v e n Re s i d e n c e 11-12-2021 TO T A L S Q . F T G . = 42 1 4 MA I N F L O O R = 21 0 7 / 2 0 0 6 I N T E R I O R BA S E M E N T = 21 0 7 / 1 8 9 0 I N T E R I O R GA R A G E = 11 8 2 21-401 Fr o m t o p o f f o u n d a t i o n t o t o p o f C h i m e n y Chimney Detail PE R M I T S E T 12 6 F Great Room Studio Family Room Mech 8" 8' 1' - 2 " 10 ' 11 ' - 2 " 32 ' - 0 1 / 2 " 31 ' - 4 1 / 2 " 21 ' - 2 " 22 ' - 4 1 / 2 " (2) #4 Horiz. w/in 12" of top of conc A C D E G H B 8' - 9 " 6' - 8 " 3' 35 ° 1 5 ' - 1 1 1 / 2 " H Scale: 1/4"=1'-0" H e a d r o o m H e i g h t H a n d r a i l H e i g h t 10 1/2" 7 3 / 8 " 8" 9' 1' - 2 " Stringer Intermediate Support 16 Steps 1' 9' 01-04-2022 19 ' - 1 1 " 12 6 10' Minimum 2' m i n . 3' M i n . Concrete Patio 1' 01-11-2022 Studio Ceiling to be a build down angle 01-13-2022 1'-6" 1' H e e l 1' - 8 " 6' 2' - 4 " 10 ' 7' - 8 " 01-31-2022 Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) Plot Plan Scale: 1/8" =1'-0" D Size Paper Scale: 1/16"=1'-0" B Size Paper Pinebrook Estates Div. No. 2, Block No. 7, Lot No. 3 TBD XXX Cypress Loop Madison County City of Rexburg, Idaho NORTH A5 1/4"=1'-0" UNO Co p y r i g h t S u n d a n c e D r a f t i n g a n d D e s i g n 2 0 2 1 1/8"=1'-0" UNO Start Date Permit Set Bid Set A5 of Rev Rev Rev 20 8 . 5 2 4 . 2 8 8 0 N EE D AH OU S E P LA N . C O M Su n d a n c e dr a f t i n g & d e s i g n PAGE LAYOUT GN-General Notes & Codes A1-Elevations A2-Foundation/Basement A3-Main Floor A4-Cross Section A5-Plot Plan Mc N i v e n Re s i d e n c e 11-12-2021 TO T A L S Q . F T G . = 42 1 4 MA I N F L O O R = 21 0 7 / 2 0 0 6 I N T E R I O R BA S E M E N T = 21 0 7 / 1 8 9 0 I N T E R I O R GA R A G E = 11 8 2 21-401 Cypress Loop 143.47' S 89° 59' 48" E 15 2 . 0 0 ' S 0 ° 0 0 ' 1 4 " E 143.47' S 89° 59' 48" E 15 1 . 9 6 ' S 0 ° 0 0 ' 1 4 " E Line of Required Setback Line of Required Setback Li n e o f R e q u i r e d S e t b a c k Li n e o f R e q u i r e d S e t b a c k Location of New Construction 64 ' - 8 1 / 2 " 6 4 ' - 8 " 54 ' - 7 " 5 4 ' - 7 " 50 ' - 2 " 81'-8" 7'-6" 45 ' 7'-6" 2 5 ' 30' MAX PE R M I T S E T 95 ' - 1 0 " 30'-11" 30'-11" 64'-2"17'-6" 38 ' - 2 " 12 ' 21'-11"16'-9" 6' 6' 38'-8"27'-2"15'-10" 95'-1 0 " 13 ' - 8 " 6' 6' 25' 24 ' - 6 " 16 ' 30 ' - 2 " 4' 01-04-2022 01-11-2022 5' Sidewalk 11' Swell 1' Curb 01-13-2022 01-31-2022