Project Name: the candlelight. Project No. Scale: sewer line. water line 1 8"=1'-0"

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1 sewer line water line Site Plan scale: 1/8" = 1' 1709 POWERS BLVD. RYAN GLENN SUBDIVISON PHASE 1, BLOCK 5, LOT 3 10,84 SQ. FT. slope grade away from foundation min " in 10' or 5% if 10' is unavailable This plan drawn in accordance with the: International Residential Code International Mechanical Code International Fuel Gas Code International Energy Conservation Code Uniform Plumbing Code National Electrical Code * General Contractor is expressly responsible for code adherence Revised by: Ben Nistler Scale: "=1'-0" 1

2 continuous ridge vents 30 year asphalt shingles 8:12 8:12 Board and Batten is MiraTech Trim over Hardie Board 10" MiraTech trim band 3 1 2" MiraTech corner trim 8" Lap Hardie Plank Siding 3 1 2" MiraTech window & door trim 10" MiraTech foot board front elevation :12 flashing required at the following locations: exterior window and door openings intersection of chimneys or other masonry with frame walls under and at the ends of masonry, wood or metal copings and sills continuously above all projecting wood trim where exterior porches, decks, or stairs attach to wood framing at wall and roof intersections at built-in gutters Revised by: right elevation scale: 1/4" = 1' Ben Nistler

3 back elevation flashing required at the following locations: exterior window and door openings intersection of chimneys or other masonry with frame walls under and at the ends of masonry, wood or metal copings and sills continuously above all projecting wood trim where exterior porches, decks, or stairs attach to wood framing at wall and roof intersections at built in gutters Revised by: left elevation Ben Nistler

4 5" METAL ALL SIDE WALLS, HIPS, & VALLEYS TYPICAL BUILDING SECTION ALL VALLEY AND OVER FRAMING RAFTERS MIN. 2"x8" #2 DUG, FUR OR BETTER, MAX 2' O.C. SCALE: NTS ROOF STRUCTURE: - min. 30 yr. asphalt shingles - 15# felt - APA RATED ROOF SHEATHING SOLID BLOCKING WITHIN 1 1/2" OF ROOF SHEATHING DRIP EDGE PER CODE ENGINEERED TRUSSES, 2x10 or BCI "Cut and Stack" Roof by others " AL. FASCIA SOFFIT W/ 3" CONT. VENT HURRICANE CLIP SIMPSON H1 OR H2.5 SOLID BLOCKING AND HURRICANE CLIPS ARE REQUIRED ON EACH TRUSS OR RAFTER AT THE POINT OF BEARING VINYL SIDING OR OTHER BY BUILDER FELT OR TYVEK ON 7/1" OSB SHEATHING STANDARD 8', 9' or 10' NOMINAL WALL CEILING - MIN. 5/8" GYPSUM WALL BOARD & R-38 INSULATION 1x SPACER PLATE or 2x DOUBLE PLATE 2x TOP PLATE 5 1/2" R-CONTROL WALL PANEL or 2x STUD WALL ALL EXT. WALLS ABOVE GRADE, INC. SHARED GARAGE/HOUSE WALLS. SINGLE STORY NON-SHARED GARAGE WALLS OK TO BE 3 1/2" R-CONTROL OR 2x4 STUD CONSTRUCTION. MIN. R-19 INSULATION FOR ALL HOUSE WALLS. MIN. 1/2" GYPSUM WALL BOARD Garage and Duplex Common Walls) 1/2" Ø X 10" ANCH. BOLT 32" O.C., 7" EMBEDMENT, 3"x3"x 1 4" SQ. WASHERS WITHIN 12" OF CORNER AND A MIN. OF 2 ANCHOR BOLTS PER PLATE MIN. 8" OF CONC. ABOVE GRADE FINAL GRADE SLOPED " IN 10' MACHINE COMPACT BACKFILL AT 98% MIN. 30" OF CONC. FOUNDATION WALL BELOW GRADE " CONC. FOUNDATION FOUNDATION DESIGN FOR TWO FLOOR LOADS AND ROOF LOAD CONCRETE TO BE 3000 psi WITH 3 4" ROCK WITH 4" SLUMP FRENCH DRAIN AROUND FOOTING PERIMETER IF NEC. NO DEBRIS IN FOOTING TRENCH 2x PRESSURE TREATED SILL PLATE w/ SILL SEAL 3/4" OSB FLOORING JOIST HANGER ON SILL PLATE BCI's or 2x's, typ. 2" EPS CRAWL SPACE or R-11 MASONITE BACKED FIBERGLASS BATTS. #4 VERTICAL AND HORIZONTAL REBAR 18" O.C., CONTINUOUS FOUNDATION WALLS REQUIRE 3 #4 REBAR WITH TOP COURSE WITHIN " OF THE TOP AND ONE WITHIN " OF THE BOTTOM. (2) #4 REBAR, CONT., TYP. REBAR SPLICES TO BE LAPPED 15" WITH 2 TIES FOUNDATION REBAR TO BE CLEAN 3" ABOVE THE BOTTOM OF THE FOOTING MIL VAPOR BARRIER CONCRETE FOOTING MIN. 1" WIDE & 8" HIGH FOOTING TO BE CONTINUOUS FOOTING TO BEAR ON UNDISTURBED SOIL 1500 psi MAX. SOIL BEARING UNLESS SHOWN OTHERWISE FOOTING EXCAVATION TO BE COMPACTED block out for doors as needed Foundation/Basement foundation must have waterproof coating Revised by: Ben Nistler

5 POWERS BLVD. first floor = 139 sq. ft. garage = 494 sq. ft Ben Nistler Revised by: 5

6 Hung Floor Joist Tyical Building Section ALL VALLEY AND OVER FRAMING RAFTERS MIN. 2"x8" #2 DUG, FUR OR BETTER, MAX 2' O.C. 5" METAL ALL SIDE WALLS, HIPS, & VALLEYS Not drawn to scale ROOF STRUCTURE: - min. 30 yr. asphalt shingles - 15# felt - APA RATED ROOF SHEATHING SOLID BLOCKING WITHIN 1 1/2" OF ROOF SHEATHING DRIP EDGE PER CODE ENGINEERED TRUSSES, 2x10 or BCI "Cut and Stack" Roof by others " AL. FASCIA SOFFIT W/ 3" CONT. VENT HURRICANE CLIP SIMPSON H1 OR H2.5 SOLID BLOCKING AND HURRICANE CLIPS ARE REQUIRED ON EACH TRUSS OR RAFTER AT THE POINT OF BEARING VINYL SIDING OR OTHER BY BUILDER FELT OR TYVEK ON 7/1" OSB SHEATHING STANDARD 8', 9' or 10' NOMINAL WALL CEILING - MIN. 5/8" GYPSUM WALL BOARD & R-38 INSULATION 1x SPACER PLATE or 2x DOUBLE PLATE 2x TOP PLATE 5 1/2" R-CONTROL WALL PANEL or 2x STUD WALL ALL EXT. WALLS ABOVE GRADE, INC. SHARED GARAGE/HOUSE WALLS. SINGLE STORY NON-SHARED GARAGE WALLS OK TO BE 3 1/2" R-CONTROL OR 2x4 STUD CONSTRUCTION. MIN. R-19 INSULATION FOR ALL HOUSE WALLS. MIN. 1/2" GYPSUM WALL BOARD Garage and Duplex Common Walls) Section A Section B 1/2" Ø X 10" ANCH. BOLT 32" O.C., 7" EMBEDMENT, 3"x3"x 1 4" SQ. WASHERS WITHIN 12" OF CORNER AND A MIN. OF 2 ANCHOR BOLTS PER PLATE MIN. 8" OF CONC. ABOVE GRADE FINAL GRADE SLOPED " IN 10' MACHINE COMPACT BACKFILL AT 98% MIN. 30" OF CONC. FOUNDATION WALL BELOW GRADE " CONC. FOUNDATION FOUNDATION DESIGN FOR TWO FLOOR LOADS AND ROOF LOAD CONCRETE TO BE 3000 psi WITH 3 4" ROCK WITH 4" SLUMP FRENCH DRAIN AROUND FOOTING PERIMETER IF NEC. NO DEBRIS IN FOOTING TRENCH * DETAILS, TYP. BUILDING SECTIONS AND CODE NOTES ARE NOT DRAWN TO SCALE TYPICAL STAIR SECTION 2x PRESSURE TREATED SILL PLATE w/ SILL SEAL 3/4" OSB FLOORING JOIST HANGER ON SILL PLATE BCI's or 2x's, typ. 2" EPS CRAWL SPACE or R-11 MASONITE BACKED FIBERGLASS BATTS. #4 VERTICAL AND HORIZONTAL REBAR 18" O.C., CONTINUOUS FOUNDATION WALLS REQUIRE 3 #4 REBAR WITH TOP COURSE WITHIN " OF THE TOP AND ONE WITHIN " OF THE BOTTOM. (2) #4 REBAR, CONT., TYP. REBAR SPLICES TO BE LAPPED 15" WITH 2 TIES FOUNDATION REBAR TO BE CLEAN 3" ABOVE THE BOTTOM OF THE FOOTING MIL VAPOR BARRIER CONCRETE FOOTING MIN. 1" WIDE & 8" HIGH FOOTING TO BE CONTINUOUS FOOTING TO BEAR ON UNDISTURBED SOIL 1500 psi MAX. SOIL BEARING UNLESS SHOWN OTHERWISE FOOTING EXCAVATION TO BE COMPACTED STAIR RULES (IRC R311, R312) TYPICAL STAIRS: - MIN. FINISHED WIDTH = 3", - MAX HANDRAIL PROJECTION = " each side A = - MIN. FINISHED HEAD CLEARANCE IS '-8" (Design Recommends MIN. '-10") B = - MIN. TREAD DEPTH = 10", W/ NOSING BETWEEN 3 4" AND 1 1 4" (Design RECOMMENDS 10" TREAD WITH 1" NOSE) C = - MIN. RISE = 4", MAX RISE = 7 3 " 4 SPIRAL STAIRS - MIN. WIDTH = 2" - MIN. TREAD 12" FROM NARROW END = " - MAX RISE = 9 1 2" - MIN. HEAD HEIGHT = '-" ALL STAIRS: - ENCLOSED ACCESSIBLE SPACE UNDER STAIRS TO HAVE MIN. 1 2" GYP. BOARD ON ALL SURFACES HANDRAILS (REQUIRED FOR 3 OR MORE RISERS) D = - MIN. 34", MAX. 38" ABOVE TREAD (Design RECOMMENDS 3") - MIN " BETWEEN HANDRAIL AND WALL - GRIP SIZE PER IRC R MAY HAVE NEWEL POST AT TURNS - MAY HAVE VOLUTE, TURNOUT OR STARTING EASING AT LOWEST TREAD GUARD RAILS (REQUIRED FOR 30" ABOVE FLOOR) (OPEN STAIRS W/ RISE 30" OR MORE) - MIN. 3" IN HEIGHT FOR PORCHES, BALCONIES ETC.. MIN. 34" FOR STAIRS VERTICALLY FROM NOSE OF TREAD E - INTERMEDIATE RAILS DO NOT ALLOW PASSAGE OF 4" SPHERE F = - TRIANGULAR AREA FORMED BY RISER & BOTTOM RAIL DO NOT ALLOW PASSAGE OF " SPHERE This plan drawn in accordance with the International Residential Code * General Contractor is expressly responsible for code adherence Plan follows the prescriptive code for Seismic Design Category = D1 Design Wind Load = 90 mph (3 sec gust) exposure C Basic Ground Snow Load = 4 PSF Builder / Owner to is responsible for verifying accuracy and appropriateness Panel Legend (Gyp. Board) Method 4' Exterior Panel (OSB) Interior Panel (Gyp. Board Method, or sim.) - 9" of Gyp., fastened 7" O.C. (maybe 48" on each side of wall). STHD 10 foundation strap, or sim., for Moment Framing, Panels within 12', or other. dbl. 2x10 hdr varies Window and Door Legend - Doors are noted in feet and inches - Windows are noted in inches, with width first, height second * CONTRACTOR NOTE: ICE BARRIER IS REQUIRED (R ) Shall extend from lowest edges of all roof surfaces to a point at least 24" inside the exterior wall line of the building. up to 8' wide (typ. header) AR = Arched CS = Casement FX = Fixed SL = Slider AW = Awning DH = Double Hung SH = Single Hung XOX = Double Slider * Door and window sizes are nominal; actual sizes may vary per manufacturer. You may meet this requirement with: - Titanium Peel and Stick - Weatherwatch - Ice and Weather Armour by Tarco - CCW Water and Ice Protection Deck connections ext. sheathing, w. flashing as req. Simpson joist hanger on 2x ledger board Deck & Porch Posts connect to trusses w/ Simpson BCS2-3/ hurricane strap for decks use a post/beam connector x pressure treated post deck joist Simpson CBCQ-SDS2 bottom connectors (2) 3/8" x 4" lag bolts, 1" o.c., staggered * Any wood members within 18" of ground must be pressure treated cedar, redwood, or other. 12x48 sono tube, or sim. SILL DETAIL 8' wall height '-10" window header 048-SL egress window 2'-10" window sill height This plan drawn in accordance with the: International Residential Code International Mechanical Code International Fuel Gas Code International Energy Conservation Code Uniform Plumbing Code National Electrical Code Sections * General Contractor is expressly responsible for code adherence j.arundle June March 1513 Revised by: Ben Nistler Scale: 1/8"=1'-0"