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HomeMy WebLinkAboutAPPROVED PLANS - 22-00003 - 1203 Castle Pines Rd - 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 : 1203 Castle Pines Rd - New SFR Address : Record Type : New Single Family Residence Document Filename : The Belmont Pinebrook PDF.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 22-00003 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments Pg 1 Stamp Larry Beesley : Building Open 1 Approved - Building Inspector Pg 2 Stamp Larry Beesley : Building Open 2 Approved - Building Inspector Pg 3 Free text Larry Beesley : Building Open 3 SD Pg 3 Free text Larry Beesley : Building Open 3 SD CO Pg 3 Free text Larry Beesley : Building Open 3 SD Pg 3 Free text Larry Beesley : Building Open 3 SD Pg 3 Free text Larry Beesley : Building Open 3 SD CO Pg 3 Free text Larry Beesley : Building Open 3 FAN Pg 3 Free text Larry Beesley : Building Open 3 FAN Pg 3 Free text Larry Beesley : Building Open 3 FAN Pg 3 Free text Larry Beesley : Building Open 3 TEMP. Pg 3 Free text Larry Beesley : Building Open 3 TEMP. Pg 3 Free text Larry Beesley : Building Open 3 TEMP. New Single Family Residence The Red markings and notes are items that must be followed to meet code. This redlined copy of the plan must be on the job site at all times and be available to any one working on this home. Approval of plans does not constitute approval of variance from code Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments Pg 3 Free text Larry Beesley : Building Open 3 Attic Access 22"x30" minimum access where attic clear height exceeds 30" (R807) Pg 3 Free text Larry Beesley : Building Open 3 Mechanical chase Pg 3 Line Larry Beesley : Building Open 3 Pg 3 Rectangle Larry Beesley : Building Open 3 Pg 3 Free text Larry Beesley : Building Open 3 portal frame Pg 3 Line Larry Beesley : Building Open 3 Pg 3 Stamp Larry Beesley : Building Open 3 Prescriptive Insulation Pg 3 Stamp Larry Beesley : Building Open 3 Approved - Building Inspector Pg 4 Free text Larry Beesley : Building Open 4 X Pg 4 Free text Larry Beesley : Building Open 4 X Pg 4 Free text Larry Beesley : Building Open 4 X Pg 4 Free text Larry Beesley : Building Open 4 X Pg 4 Free text Larry Beesley : Building Open 4 X Pg 4 Free text Larry Beesley : Building Open 4 X X Pg 4 Free text Larry Beesley : Building Open 4 X X Pg 4 Free text Larry Beesley : Building Open 4 4200 LB HOLD DOWNS Pg 4 Line Larry Beesley : Building Open 4 Pg 4 Line Larry Beesley : Building Open 4 Pg 4 Line Larry Beesley : Building Open 4 Pg 4 Line Larry Beesley : Building Open 4 Pg 4 Free text Larry Beesley : Building Open 4 SD CO Pg 4 Free text Larry Beesley : Building Open 4 SD Pg 4 Free text Larry Beesley : Building Open 4 SD Pg 4 Free text Larry Beesley : Building Open 4 FAN Pg 4 Free text Larry Beesley : Building Open 4 SD Pg 4 Free text Larry Beesley : Building Open 4 SD Pg 4 Free text Larry Beesley : Building Open 4 bearing walls must have footings with rebar. Pg 4 Free text Larry Beesley : Building Open 4 1/2" Anchor bolts with 3" x 3" x 1/4" square washers (incl. interior bearing walls) R403.1.6.1 Pg 4 Free text Larry Beesley : Building Open 4 Mechanical chase ? Pg 4 Line Larry Beesley : Building Open 4 Pg 4 Stamp Larry Beesley : Building Open 4 Approved - Building Inspector Approval of plans does not constitute approval of variance from code Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments Pg 5 Free text Larry Beesley : Building Open 5 Ground Surface to Slope away from Foundation a minimum of 6" within first 10 ft. Pg 5 Free text Larry Beesley : Building Open 5 Minimum Frost Depth Ground Surface to Bottom of Footing 36" Pg 5 Free text Larry Beesley : Building Open 5 Street Number Displayed on House Pg 5 Free text Larry Beesley : Building Open 5 Roof Ventilation as per R806 Pg 5 Free text Larry Beesley : Building Open 5 Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) Pg 5 Free text Larry Beesley : Building Open 5 Asphalt Shingles(slp>2:12) w/ice protection or Other type to comply w/R905 Pg 5 Stamp Larry Beesley : Building Open 5 Approved - Building Inspector Pg 6 Free text Larry Beesley : Building Open 6 Roof Ventilation as per R806 Pg 6 Stamp Larry Beesley : Building Open 6 Approved - Building Inspector Pg 7 Stamp Larry Beesley : Building Open 7 Prescriptive Insulation Pg 7 Stamp Larry Beesley : Building Open 7 Approved - Building Inspector Pg 8 Free text Larry Beesley : Building Open 8 Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) Pg 8 Stamp Larry Beesley : Building Open 8 Approved - Building Inspector Pg 9 Free text Larry Beesley : Building Open 9 Rebar (2-#4 continuous) Pg 9 Free text Larry Beesley : Building Open 9 Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12" Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6" Pg 9 Free text Larry Beesley : Building Open 9 7 3/4" Pg 9 Line Larry Beesley : Building Open 9 Pg 9 Free text Larry Beesley : Building Open 9 Stair Rise/Run (7 3/4' max. rise & 10" min. tread, nosing req'd if <11") Pg 9 Free text Larry Beesley : Building Open 9 Handrails (34' to 38' above stair nosing)R311.7 Pg 9 Free text Larry Beesley : Building Open 9 Asphalt Shingles(slp>2:12) w/ice protection or Other type to comply w/R905 Pg 9 Rectangle Larry Beesley : Building Open 9 Pg 9 Rectangle Larry Beesley : Building Open 9 Pg 9 Stamp Larry Beesley : Building Open 9 Approved - Building Inspector Pg 2 Free text Kyle Baldwin : P&Z Open 2 Prior to issuance of Final Certificate of Occupancy, subdivision developer must complete road, with ribbon curb, to edge of subdivision boundary. Pg 2 Stamp Kyle Baldwin : P&Z Open 2 Approved - Planning and Zoning Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) P-1 R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N SHEET: SCALE: D R A W I N G S P R O V I D E D B Y : DATE: 9/8/2021 T h e B e l m o n t R o c k y P e a k D e s i g n Total Square Footage: 5305 Main Floor Square Footage: 2040 Basement Square Footage: 2137 Front Porch Square Footage: 248 Garage Square Footage:880 N 242'-7 11/16" 1 0 1 '-0 1 5 /1 6 " 196'-0 5/16" 7 '-6 " 7 '-6 " 25' 25' 58'-6" 18' 50' 6 7 '-7 " 20' 10' Castle Pines Road U t i l i t y E a s e m e n t U t i l i t y E a s e m e n t P r o p e r t y L i n e 6 " S p a c e 5 ' S i d e w a l k 1 1 ' S p a c e Lot 12 Block 5 Division 2 Pine Brook Estates Temp Parc# RPRPNBK2050120 Plot Plan View R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N SHEET: SCALE: D R A W I N G S P R O V I D E D B Y : DATE: 9/8/2021 T h e B e l m o n t R o c k y P e a k D e s i g n Prior to issuance of Final Certificate of Occupancy, subdivision developer must complete road, with ribbon curb, to edge of subdivision boundary. DN SB40 B24R B18R SB42 B 9 R SB36Integrated Dishwasher B18R DCB36R B 2 4 R B 2 4 R B 2 4 1 2 R B 2 4 1 2 R B 2 4 1 2 R B 2 4 1 2 R B 2 4 R B 2 4 R B 2 4 R B 2 4 R S B 2 4 2 2 R 3 D B 3 0 2 2 S B 2 4 2 2 R B 9 R B18R SB40 B24R B18R SB42 B 9 R SB36Integrated Dishwasher B18R DCB36R B 2 4 R B 2 4 R B 2 4 1 2 R B 2 4 1 2 R B 2 4 1 2 R B 2 4 1 2 R B 2 4 R B 2 4 R B 2 4 R B 2 4 R S B 2 4 2 2 R 3 D B 3 0 2 2 S B 2 4 2 2 R B 9 R B18R DCW2436R W 3 0 3 6 W 3 0 3 6 W 1 4 3 6 R W2436R W1836R W2436R W01W01 D14D14 W05W05 W02W02 W02W02 W04W04 W06W06 D10D10 D02D02 W01W01W01W01W01W01 D09D09 W01W01W01W01 4 0 6 8 D10D10 D07D07D13D13 D13D13 D08D08 D08D08 D01D01 4 0 6 8 3068 D08D08 D07D07 D15D15 D08D08 D08D08 D08D08 D04D04 3 0 6 8 W08W08 E1E1 35'4'-6"3'-6"4'-7"6'2'3'-6"5'3'-6" 2 '-1 3 /4 " 4 ' 1 '-1 0 1 /4 " 3 '-4 " 3'-6 1/2" 5'-0 13/16" 1 2 '-6 1 /2 " 1 2 '-6 1 /2 " 2 '-5 1 /2 " 2 '-5 1 /2 " 3'16'3'2'9'2'-0 1/16" 32'-6 15/16"22'13'-0 1/16" 67'-7" 2 '-0 1 /2 " 2 '-8 " 4 ' 1 3 '-3 1 /2 " 2 '-9 " 8 '-8 1 /2 " 2 '-9 " 1 3 ' 8 ' 5 8 '-6 " 1 0 ' 1 8 ' 3 ' 1 '-6 " 2 ' 2 2 '-6 " 1 1 ' 8 ' 6 '-6 " 5 0 ' 8 '-6 " 1'3'3'-8"1'3'8'3'1' 4'-11"7'-8"16'6'-5"20'-7"12' 67'-7" 1'-7 1/16" 8'-3" X 7'-8" 34'-0" X 23'-11" 11'-0" X 12'-6" 11'-0" X 12'-6" 3 '-8 " X 1 3 '-1 0 " 15'-8" X 14'-3" 20'-8" X 16'-5" 4'-1" X 5'-8" 11'-7" X 14'-8" 7'-0" X 2'-5" 11'-9" X 10'-6" 7'-0" X 8'-4" 6'-1" X 14'-3" 9'-2" X 14'-7" 32'-3" X 7'-8" 3 '-1 " X 6 '-0 " 15'-11" X 3'-9" GARAGE BEDROOM 2 BEDROOM 3 H A L L GREAT MASTER BEDROOMPANTRY MASTER BATH WALK-IN CLOSET DINING W C SHWR STAIRWELL KITCHEN CLOSET BATH PORCH 1st Floor R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N SHEET: SCALE: D R A W I N G S P R O V I D E D B Y : DATE: 9/8/2021 T h e B e l m o n t R o c k y P e a k D e s i g n SD SD CO SD SD SD CO FAN FAN FAN TEMP. TEMP. TEMP. Attic Access 22"x30" minimum access where attic clear height exceeds 30" (R807) Mechanical chase portal frame SS B 2 4 R B 2 4 R B 2 4 R B 2 4 R B 2 4 R B 2 4 R B 2 4 R B 2 4 R D05D05 W09W09 W09W09 W09W09 W09W09 W09W09 2 6 6 8 D06D06 D05D05 D03D03 D11D11 3068 D05D05 D11D11 D05D05D05D05 D06D06 D12D12 D11D11 UP 3'-3 7/16"16'-2"3'-3 7/16"1'-6 9/16"9'-2"1'-11 1/16" 11'9'-10"22'-8 7/8"12'-7 5/8" 67'-7" 11'-4 1/2"9'-10" 1 9 '-5 9 /1 6 " 5 ' 4 '-6 " 1 1 '-1 0 7 /8 " 2 8 '-1 1 9 /1 6 " 7 '-9 " 5 8 '-1 0 7 /1 6 " 1 8 ' 1 8 '-3 7 /1 6 " 3 '-2 " 1 '-5 " 2 ' 2 2 '-1 0 7 /1 6 " 2 5 '-6 " 5 0 '-4 7 /1 6 " 7 '-9 " 8 '-6 " 8'-6"5'10'5'9'5'13'-1"3'-6"5'3'-6" 55'-7"12' 67'-7" 2138 SQ FT 34'-1" X 24'-2" 10'-0" X 9'-3"9'-9" X 9'-3" LIVING AREA GARAGE MECHANICALSTORAGE Foundation R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N SHEET: SCALE: D R A W I N G S P R O V I D E D B Y : DATE: 9/8/2021 T h e B e l m o n t R o c k y P e a k D e s i g n X X X X X X X X X 4200 LB HOLD DOWNS SD CO SD SD FAN SD SD bearing walls must have footings with rebar. 1/2" Anchor bolts with 3" x 3" x 1/4" square washers (incl. interior bearing walls) R403.1.6.1 Mechanical chase ? Elevation 1 Elevation 2 R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N SHEET: SCALE: D R A W I N G S P R O V I D E D B Y : DATE: 9/8/2021 T h e B e l m o n t R o c k y P e a k D e s i g n 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" Street Number Displayed on House Roof Ventilation as per R806 Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) Asphalt Shingles(slp>2:12) w/ice protection or Other type to comply w/R905 Elevation 3 Elevation 4 R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N SHEET: SCALE: D R A W I N G S P R O V I D E D B Y : DATE: 9/8/2021 T h e B e l m o n t R o c k y P e a k D e s i g n Roof Ventilation as per R806 WINDOW SCHEDULE 3D EXTERIOR ELEVATION NUMBER LABEL QTY FLOOR SIZE R/O EGRESS HEADER CODE MANUFACTURER COMMENTS W01 2840DH 6 1 2840DH 33"X49"2X6X36" (2) W02 3040DH 2 1 3040DH 37"X49"2X6X40" (2) W03 3040FX 1 2 3040FX 37"X49"2X6X40" (2) W04 3040SH 1 1 3040SH 37"X49"2X6X40" (2) W05 3636DH 1 1 3636DH 43"X43"2X6X46" (2) W06 4040FX 1 1 4040FX 49"X49"2X6X52" (2) W08 5050RS 1 1 5050RS 61"X61"2X6X64" (2) W09 5050RS 5 0 5050RS 61"X61"2X6X64" (2) DOOR SCHEDULE 3D EXTERIOR ELEVATION NUMBER LABEL QTY FLOOR SIZE R/O DESCRIPTION HEADER CODE MANUFACTURER COMMENTS D01 11068 1 1 11068 L IN 24 5/16"X82 1/2"HINGED-DOOR P04 2X6X27 5/16" (2) D02 16080 1 1 16080 194"X99"GARAGE-GARAGE DOOR CHD06 2X12X200" (2) D03 2168 1 0 2168 R IN 27 7/16"X82 1/2"HINGED-DOOR P04 2X6X30 7/16" (2) D04 2468 1 1 2468 R IN 30"X82 1/2"HINGED-DOOR P04 2X6X33" (2) D05 2668 5 0 2668 L IN 32"X82 1/2"HINGED-DOOR P04 2X6X35" (2) D06 2668 2 0 2668 R IN 32"X82 1/2"HINGED-DOOR P04 2X6X35" (2) D07 2668 2 1 2668 L IN 32"X82 1/2"HINGED-DOOR P04 2X6X35" (2) D08 2668 6 1 2668 R IN 32"X82 1/2"HINGED-DOOR P04 2X6X35" (2) D09 3068 1 1 3068 L EX 38"X83"EXT. HINGED-DOOR E21 2X6X41" (2) D10 3068 2 1 3068 R EX 38"X83"EXT. HINGED-DOOR E21 2X6X41" (2) D11 4068 3 0 4068 L/R IN 50"X82 1/2"DOUBLE HINGED-DOOR P04 2X6X53" (2) D12 5068 1 0 5068 L/R IN 62"X82 1/2"DOUBLE HINGED-DOOR P04 2X6X65" (2) D13 5068 2 1 5068 L/R IN 62"X82 1/2"DOUBLE HINGED-DOOR P04 2X6X65" (2) D14 6068 1 1 6068 L EX 74"X83"EXT. SLIDER-GLASS PANEL 2X10X77" (2) D15 9080 1 1 9080 110"X99"GARAGE-GARAGE DOOR CHD06 2X12X116" (2) Schedules R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N SHEET: SCALE: D R A W I N G S P R O V I D E D B Y : DATE: 9/8/2021 T h e B e l m o n t R o c k y P e a k D e s i g n 8 : 1 2 8 : 12 8 : 12 8 : 1 2 8 : 12 8 : 12 8 : 12 8 : 1 2 3 : 1 2 Roof Plan View R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N SHEET: SCALE: D R A W I N G S P R O V I D E D B Y : DATE: 9/8/2021 T h e B e l m o n t R o c k y P e a k D e s i g n Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) FOUNDATION NOTES: SLOPE CRAWL SPACE TO DRAIN. MAXIMUM SLOPE IS 2 HORIZ., 1 VERT. BETWEEN FOOTINGS AT DIFFERENT ELEVATIONS. ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL. STEP FOOTINGS A REQUIRED TO MAINTAIN REQUIRED DEPTH BELOW FINISH GRADES. CONCRETE STRENGTH, 3,000 PSI AT 28 DAYS FOR ALL SLABS. (FOUNDATION DESIGN BASED ON 2,500 PSI). 3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION. MAXIMUM SLUMP, 4" USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS UNLESS NOTED OTHERWISE CONCRETE EXPASION ANCHORS SHALL BE 'SIMPSON WEDGE-ALL STUD ANCHORS' OR ENGINEER APPROVED EQUAL. EPOXY TO BE SIMPSON "SET" ADHESIVE OR APPROVED EQUAL. INFILTRATION, ALL OPENINGS IN THE EXT. BLDG. ENVELOPE SHALL BE SEALED AGAINST AIR INFILTRATION. THE FOLLOWING AREAS MUST BE SEALED. * JOINTS AROUND WINDOW AND DOOR FRAMES * JOINTS BETWEEN WALL CAVITY AND WINDOW/DR. FME. * JOINTS BETWEEN WALL AND FOUNDATION * JOINTS BETWEEN WALL AND ROOF * JOINTS BETWEEN WALL PANELS * UTILITY PENETRATIONS THROUGH EXTERIOR WALLS CHIEF ARCHITECT, INC. MAKES NO WARRANTY THAT THESE DRAWINGS COMPLY WITH ANY BUILDING CODES AND PROVIDED TO YOU "AS IS". PLEASE REFER TO YOUR END USER SOFTWARE LICENSE AGREEMENT FOR MORE INFORMATION ABOUT THE TERMS AND CONDITIONS PURSUANT TO THESE DRAWINGS. © Chief Architect 2010 COARSE GRAVEL SURROUND FILL COMPACTED SOIL COMPACTED SOIL PSI COMPACTION AS REQ. 4" BASE SAND OR SOIL FILL FILTERING MATERIAL FABRIC WRAPPED AROUND DRAIN GRAVEL REINFORCING STEEL AS REQUIRED 4" GRAVEL BASE 4" FLEXIBLE HDPE (high-density polyethylene) DRAINAGE SYSTEM VERTICAL STEEL REINFORCING REBAR AS REQUIRED CAST-IN-PLACE ANCHOR BOLT TREATED SILL PLATE 8" X 96" CONCRETE FOUNDATION WALL 8" X 16" CONCRETE FOOTING SILL SEALER 96" Basement Foundation Wall w/11 7/8" I-Joist - R Scale VAPOR BARRIER REINFORCING STEEL AS REQUIRED 4" CONCRETE SLAB 11 7/8" I-Joist R-21 INSULATION RIM JOIST R-38 BATT INSULATION (in crawlspace) 2 X 6 EXTERIOR WALL SIDING SHEATHING WALLBOARD 3/4" T&G SUBFLOOR ROOF FRAMING / TRUSS NOTES: TRUSS DRAWING IS FOR ILLUSTRATION ONLY. ALL TRUSSES SHALL BE INSTALLED & BRACED TO MANUFACTURERS DRAWINGS & SPECIFICATIONS. ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OF ENGINEERING CALCULATIONS. ALL TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION. ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TO BE PROVIDED BY TRUSS MANUFACTURER. ALL ROOF FRAMING 24" O.C. ALL OVERHANGS 16". INSTALL POLYISOCYANURATE FOAM TYPE INSULATION AT FLOOR AND PLATE LINES, OPENINGS IN PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND WINDOW ROUGH OPENING CAVITIES. ATTIC VENTILATION: REQUIRED ABOVE HOUSE. MIN. SNOW LOAD 50 LBs PER SQUARE FOOT. WALL HEADERS: (2) 2 X 10 DF 2 TYP. UNO ROOF & FLOOR TRUSS MANUFACTURER: _______________________ Standard Truss (print at 1"=1') CHIEF ARCHITECT, INC. MAKES NO WARRANTY THAT THESE DRAWINGS COMPLY WITH ANY BUILDING CODES AND PROVIDED TO YOU "AS IS". PLEASE REFER TO YOUR END USER SOFTWARE LICENSE AGREEMENT FOR MORE INFORMATION ABOUT THE TERMS AND CONDITIONS PURSUANT TO THESE DRAWINGS. © Chief Architect 2006 EQUALLY SPACED RISERS 8" MAX (check local code for requirements) CHIEF ARCHITECT, INC. MAKES NO WARRANTY THAT THESE DRAWINGS COMPLY WITH ANY BUILDING CODES AND PROVIDED TO YOU "AS IS". PLEASE REFER TO YOUR END USER SOFTWARE LICENSE AGREEMENT FOR MORE INFORMATION ABOUT THE TERMS AND CONDITIONS PURSUANT TO THESE DRAWINGS. © Chief Architect 2008 Interior Stair (print at 1"=1') BASE MOLDING FINISH FLOORING PLYWOOD SUBFLOOR AT TREAD AND RISER FULL STRINGER SOFFIT BLOCKING NOTCHED STRINGER Engineering Notes R E V I S I O N T A B L E N U M B E R D A T E R E V I S E D B Y D E S C R I P T I O N SHEET: SCALE: D R A W I N G S P R O V I D E D B Y : DATE: 9/8/2021 T h e B e l m o n t R o c k y P e a k D e s i g n ALL HEADERS ARE 2- 2X10" Rebar (2-#4 continuous) Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12" Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6" 7 3/4" Stair Rise/Run (7 3/4' max. rise & 10" min. tread, nosing req'd if <11") Handrails (34' to 38' above stair nosing)R311.7 Asphalt Shingles(slp>2:12) w/ice protection or Other type to comply w/R905