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2007, 01-03 House Plans\i{''X d `I tin I2�1:<f x -f ot, ) - r1 t'I'-) Alm rememiier rr 1_411[Di rimilarins LSAFET 7- 1 Z , LJ �H_t{fr I p hr``'rt441 )ehA.)rVC wri4/ 4.1o?. t.1.U(LDi..10 1/ti " tait161 : I.11::t,li.IiiJ • rlI~r't .1-fl,1-1`"1.+.`i?rI licr( rr. .1114 r`�dr..,GI� 111x2' cq�s~1J r I11 iv Goe1)1..:W) -t)it1 Lt t)k!��7 LIFJi.. a • ;Mill 1P4_illil�IIIIIrJlllliliilllll1111111111111111111111111 if111 iillilli{ill�l,�jll�(I.� i/'rUtw1 -_ iierrlet� MII I1 IIII�I�IM!II IIi;1II)it11111 IiIII tii;J`ti Ii] dist: renderin 1 -i 0 `.f BEEN 1 MAT)F TO EN- 7... Stint: 'fttli:At'('tIRA('Y OPTIUE SE? DRAW. IN S BY GALLERY:12 • 1)ES1(JNS; IIOWPVI3Ri: '1'111i CONTRACTOR :SHALL CIIECK & VIirt1FY ALL DIMENSIONS PRIOR TO CONS I RtJCI'ION. Al L JD AS,1)IiSIGNS, ARRANOMEiNTS, • DRAWINGS & PLANS ' S1 1' FORTII ON THIS SHEET ARE THE ORIGINALWORK, . PRODUCT OP, OWNED 13Y,• .. ANI) ARE TEIP. PROPERTY . of• C,AI.I.ERY 12 DESIGNS. . 2 �jlt:l:1' 3/4" FLOORING FLOOR FRAMING MEMBER - SEE FRAMING PLANS FOR SIZE AND SPACING BEARING UJALL OC‹ NG-. 5C4LE: 1":1'-0" BEARING WALL OvER FOOTING CONCRETE SLAB AR SCALE: 1":1'-0" • INSULATION 3/4" PLOD FINISHED ROOFING MATERIAL �� MFR'D TRUSSES t.. '1� r NAILER BAFFLE FASCIABD. SHEATHING WOOD STUD WALL "Cs INSULATION INSULATION 9 CANT'L. ,11 CANTILEVER 1. 1 YP. P CII 5C,4LE:I/2": �l -CII WOOD PONY WALL FOUNDATION WALL CONCRETE SLAB FOOTING INSULATION 1/2"CD /a m Liz ctP FLOOR SYSTEM CONC. SLAB 1 FOOTING -P. UL1 SCAL.E;1/2": FINISHED ROOFING MATERIAL MFR'D TRUSSES -BAFFLE FASCIA BD. INISHED SIDING STUD WALL 1z'Cb INSULATION 3/4" FLOORING WD. STUD WALL N1101.3.1— Attic insulation certification required as to R — value or coverage. Markers, attached to trusses or rafters, required for every 300 sf of attic space with 1 inch high numbers for installed thickness of insulation. CEILING: 1/2" GWB if perpendicular to rafters or trusses 24" o.c. and no water based texture used — otherwise 5/8" GWB. 1 /8" GAP BETWEEN SHEATHING ,( al 1 tclg„~ s t4 -44.1 u Attic Accessible by 22' x 30" INSULATION- y :l z CI)*.� 1/161Hz ciir Attic Ventilation 1 Sq Ft per every 300 Sq Ft of space ventilated with at least 50% in the upper portion of roof area. FINISHED ROOFING MATERIAL MFR'D TRUSSES BAFFLE 40felt for ice claim protection FASCIA (---FINISHED SIDING -k—SHEATHING STUD WALL INSULATION 12A9 3/4" FLOORING FLOOR SYSTEM j --INSULATION 424$c> TREATED /WO. PLATE u' FOUNDATION WALL CONCRETE SLAB FOOTING Yi'. 1 UI 1- LU1 L- C,LE: I/2":I'-0" .ALI. CMIS RICTICN TO C0W.0RM 110 MINIM POWCTY BEEN MtflEl() IN- SURE THE A('CURACY OF THESE DRAWINGS BY HARLEY C. DOUGLASS, INC., HOWEVER: ER; TIIE CONTRACTOR SHA1.1. CIIECK& VERIFY ALL DIMENSIONS PRIOR T() CONSTRUCTION. ALL IDEAS, DESIGNS, ARRANCMENTS, DRAWINGS & PLANS SET FORTH ON TIIIS SHEET ARE THE ORIGINAL WORK, PRODUCT OF, OWNED 13Y, AND ARE THE PROPERTY OF IIARLEY C. DOUGLASS, INC. C CI PIMa ,r,..4 01 O1 ,1.!, 0 a.i O C; Cia0) ** ° a) .0 O 4 ;11154 N-4 In CI oo CONTENTS ® COPYRIGHT BY HARLEY C. DOUGLASS. ENC. GENERAL NOTES 1. All construction to be in accordance with 2003 IRC, local, and state building code requirements. 2. The builder shall verify all dimensions and conditions on drawings and shall be responsible for all adjustments and corrections made to the drawings in the field. 3. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variations from the dimensions and conditions on these drawings. FRAMING 1. Use 4" tongue and groove plywood subfloor nailed or screwed and glued, or as specified on drawings. See Table R503.2.1.1(1 &2). 2. All joists or beams framing into beams, headers, or girders shall be supported with "U" type Simpson (or equal) beam hangers. All post/beam connections to be made with approved connectors where it is required. 3. Provide solid blocking between joists 4. All plywood to be standard grades with exterior glue. Plywood nailing to be 8d common at 6" O.C. at edges and 12" O.C. at intermediate bearings. Install 2" roof sheathing and 4" floor sheathing with the face grain perpendicular to supports. 5. All exterior doors or doors to unheated spaces to be solid core and weatherstriooed. 6. Doors between the garage and residence shall be 1 8" thick solid wood, solid or honeycomb core steel, or 20 minute fire -rated (Sect. R309.1). 7. Minimum ceiling height in habitable rooms & kitchens to be 7'0". Halls, bathrooms, stairwells, and toilet compartments can be reduced to 6'8". 8. All joists parallel to partitions over and headers are to be doubled. 9. Install Simpson H-2.5 tiedowns (or equal) at each rafter tail. 10. Foundation cripple studs shall not be less in size than the studding for an additional story. Foundation studs of bearing walls and partitions shall be thoroughly and effectively braced. 11. Fire blocking and draft stopping shall be installed to cut of all concealed draft openings (both vertical and horizontal) and shall form an effective barrier between floors, between a top story and a roof or attic space, and shall subdivide attic spaces, concealed roof spaces and floor -ceiling assemblies. 12. Provide 22"x30" access hatch to building attic areas. A • minimum of 30" head clearance is required. = 13. Unless otherwise specified, use douglas-fir larch no. 2 or better. 14.On decks and porches, ledger board shall be lag bolted to O O solid wood with min. 2" bolts @ 16" o.c., 2 per stud. tY 15. Asphalt -saturated felt free from holes and breaks, weighing not less than 14 lbs. per 100 sq.ft. and complying with ASTM D 226 or other approved weather -resistant material shall be applied over studs or sheathing of all exterior walls as A required by Table R703.4. Such felt or material shall be • applied horizontally, with the upper layer lapped over the lower layer not less than 2". Where joints occur, felt shall be lapped • not less than 6". a M m O O rn M 3 ui O O aa) Q co U cc FOUNDATION & CONCRETE - Minimum concrete compressive strength to be .1&c P.S.F. All foundation walls to comply with IRC section R404.1.1-2. 1. All footings to bear on firm undisturbed soil. All footings to extend below frost line (verify requirement with local building department). Foundations supporting wood to extend at least 6" above adjacent grade. 2. Section R401.2 of the 2003 IRC requires that foundation construction shall be capable of accommodating all loads according to Section R301 and of transmitting the resulting loads to the supporting soil. Fill soils that support footings and foundations shall be designed, installed and tested in accordance with accepted engineering practice. Gravel fill used as footings for wood and precast concrete foundations shall comply with Section R403. 3. The grade away from foundation walls shall fall a minimum of 6 inches within the first 10 feet. Exception: Where lot lines, walls, slopes or other physical barriers prohibit 6 inches of fall within 10 feet, drains or swales shall be provided to ensure drainage away from the structure. Section R401.3 of the 20 3 IRC requires that surface drainage shall be diverted to a st rm sewer conveyance or other approved point of collection so as not to create a hazard. Lots shall be graded so as to drain surface water away from foundation walls. 4. Section R401.4 of the 2003 IRC requires that in areas likely to have expansive, compressible, shifting or other unknown soil characteristics, the building official shall determine whether to require a soil test to determine the s il's characteristics at a particular location. This test shall be made by an approved agency using an approved method. 5. Fastners for pressure -treated wood shall be hot dipped galvanized steel. 6. Fill underground supported slab with 4" well compacteti sand or gravel. Provide keyed control joints in slabs on grade @ 25' on center and 2" tooled joints @ 5' on center in extelr+or slabs on walks. 7. Provide 6 mil. poly barrier over crawl grade. 8. Maintain 18" top of grade to bottom of joists. (12" min. below girders) at crawl grade. 9. Wood in direct contact with concrete or masonry to be pressure treated. 10. Vent crawl areas with net area of not less than 1 sq. ft. for each 150 sq. ft.,of under floor area. Locate openings clos to corners to provide cross ventilation and cover with corrosion resistant wire mesh. 11. Beam pockets to have i" clear air concrete or masorry to sides and ends. Girders supported on have not less than 3" bearings. 12. Provide crawl access of at least 18"x24" located in easily accessible area. 13. Apply damp -proofing to below ground foundation o masonry walls before backfilling. 14. Columns (including in the crawlspace) shall be anc at the base to prevent lateral displacement. Posts requir positive connection at bottom end (IRC 407.3). 15. Garage floor surfaces shall be sloped to a drain or the main vehicle entry (Sect. R309.3). FOUNDATION STEEL 1. Verify with Local Building Department requirements soil types and soil bearing pressures for determination in foundations and footings per I.R.C. 404.1.1(1) - 404.1.4.1.1(4). ored oward for f steel NOTES AND SPECIFICATIONS DRYWALL 1. The 2003 IRC section 309.2 states that the garage shall be separated from the residence and its attic area by not less than G.W.B. applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 8" "Type X" G.W.B. or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also be protected by not less than I G.W.B. or equivalent. Enclosed accessible space under stairs shall be protected on the enclosed side with 2" G.W.B. (R311.2.2). 2. Single -ply application. All edges and ends of gypsum wallboard shall occur on the framing members, except those edges and ends which are perpendicular to the framing members. All edges and ends of gypsum wallboard shall be in moderate contact except in concealed spaces where fire-resistant construction or diaphragm action is not required. 3. Fasteners shall be spaced not less than 8' from edges and ends of gypsum wallboard. Fasteners at the top and bottom plates of vertical assemblies, or the edges and ends of horizontal assemblies perpendicular to supports, and at the wall line, may be omitted except on shear -resisting elements or fire-resistant assemblies. Fasteners shall be applied in such a manner as not to fracture the face paper with the fastener head. VENTILATION 1. Section 303.1 of the 2003 IRC states that the minimum openable area from a habitable room to the outdoors shall be 4% of the total floor area of the room. 2. A net ventilation area of not less than 1 sq. ft. for each 150 sq. ft. of underfloor space shall be provided (R408.2). 3. All penetrations (plate junctions, around windows & doors, any openings through envelope) shall be air sealed. 4. Vapor diffusion retarder can be polyethylene, low perm paint, or face stapling with a perm rating of 1 or less, and shall be located between conditioned and unconditioned spaces. 5. Exhaust fans: Bathrooms shall have a minimum 50 CFM fan and kitchens a minimum 100 CFM fan. Both shall be vented to exterior with smooth duct and equipped with back -draft damper. Ducts shall be of metal and shall have smooth interior surfaces. Kitchen fan shall have a separate termination point. Whole house exhaust fans are recommended, at 80 CFM minimum on programmable timer set to run twice a day for 30 minutes each or equivalent. Such fan shall have a zone rating of 1.5 or less and shall be equipped with a back -draft damper. 6. Recommended supply of fresh air is 10 CFM per bedroom plus 10 CFM for living areas via window vents, or through a 6" connection to the return air plenum of the furnace. GLAZING All glazing within 18" of floor or within 12" of door to be tempered glass or protected by means of a solid barrier railing 36" from floor. Sliding glass doors to be tempered glass. Glazing in locations subject to human impact such as glass doors; glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as walking surface; sliding glass door units, including fixed glass panels which are part of such units; shower doors; tub enclosures; and storm doors shall be of safety glazing materials. Safety glazing materials are those so constructed, treated or combined with other materials as to minimize the likelihood of cutting and piercing injuries resulting from human contact with this glazing material and include such materials as laminated glass, tempered glass, wired glass and safety plastic (Section R 308). STAIRS 1. A minimum headroom clearance for stairways of not less than 6'8" shall be provided (Sect. R311.5.2). 2. The maximum riser height shall be 7 4" and the minimum tread depth shall be 10". The largest tread run and the greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (R311.5.8 IRC). The profile of treads and risers shall conform to section R311.5.3.3. 3. Stairways shall have a minimum clear width of 36" above the permitted handrail height. Stairways shall have a minimum clear width of 31.5" at and below the handrail where only one handrail is provided, or 27" where handrails are provided on both sides (R311.5.1). 4. All stairways, both interior and exterior, shall be provided with illumination, including landings and treads (R303.6). 5. There shall be a floor or landing at the top and bottom of each stairway (except at the top of an interior stairway provided no door swings over the stairs). A flight of stairs shall not have a vertical rise greater than 12'0" between floor levels or landings. The width of each landing shall not be less than the stairway served. (R311.5.4) 6. Winders shall comply with section R311.5.8. Winders in residences may be used if the required width of run is provided at a point not more than 12" from the side of the stairway where the treads are narrower, but in no case shall any width of run be less than 6 inches at any point. 7. Nosing of not less than 4" but not more than 14" shall be provided on stairways with solid risers. Beveling of nosing shall not exceed i" Open risers are permitted, provided that the opening between treads does not permit the passage of a 4" diameter sphere. GUARD/HAND RAILS 1. All unenclosed floor and roof openings, open and glazed sides of landings, stairwells, and ramps, balconies or porches which are more than 30 inches above grade, or the floor below, and roofs used for other than service of building shall be protected by a guardrail. 2. Handrails shall not be less than 36 inches in height, except on stairways where they may be 34 to 38 inches. Open handrails and stair railings shall be continuous the full length of the stairs, have ends which are returned, rounded, or bent, and shall have intermediate rails or an omamental pattern such that a sphere 4 inches in diameter cannot pass through. (Sec R311). Stairways shall have at least one handrail, and handrails shall be installed on open sides of stairways. 3. Handrails projecting from a wall shall have a space of not less than 1 2" between the wall and the handrail. Handrail cross -sections shalt comply with IRC Sect. R311.5.6.3. Handrails with a circular cross-section shall have an outside diameter of at least 1 ¢" and not greater than 2". 4. Guardrails 36" in height shall be provided where porches, balconies, or raised floor surfaces are greater than 30" above the floor or grade below (Sect. R312). INSULATION Slab on grade foundation insulation shall be R-10 to a point 24" vertical or horizontal at exterior wall. Cut batt. insulation 2" to 4" wider/ longer than actual dimension to insure snug fit without voids. Kraft -faced or foam plastic insulation cannot be left exposed. EMERGENCY EXITS 1. Basements with habitable space and every sleeping room shall have at least one operable window or exterior door conforming to Section R310.1 for emergency escape or rescue. The egress units shall be operable from the inside to provide a full clear opening without the use of separate tools. If a basement is to be used as habitable space, it must meet the min requirements for light, ventilation, and egress. 2. Minimum opening area for all emergency escape and rescue openings shall be 5.7 sq. ft. (Exception: grade floor openings shall have a minimum net clear opening of 5.0 sq.ft.) The minimum height dimension shall be 24 inches. The minimum width dimension shall be 20 inches. Where windows are provided as a means of egress or rescue they shall have a finished sill height not more than 44 inches above the floor. (Sec R310.1.1) 3. An exterior exit door that does not pass through the garage must be provided. The door must be side -hinged, and not less than 3'0" wide & 6'8" high (Section R311.4 & R311.1). 4. At least one exit door shall be required for each dwelling. There shall be a floor or landing on each side of each exterior door except at the exterior side of doors, other than the primary exit door, served by two or fewer risers (Sect. R311.4.3). 5. Landings shall be at least as wide as the door or stairway served and shall have a minimum dimension in the direction of travel of 36" (Sect. R311.4.3). FIRE WARNING SYSTEM Dwelling units shall be provided with approved smoke detectors. A detector shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. ROOFING/CEILING CONSTRUCTION FLASHING/WALL COVERINGS 1. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.8. The exterior wall envelope shall be designed and constructed in such a manner as to prevent the accumulation of water within the wall assembly by providing a water -resistive barrier behind the exterior veneer, as required by Section R703.2. 2. Flashing shall be used at all of the following locations: 1) At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 2) Under and at the ends of masonry, wood or metal copings and sills. 3) Continuously above all projecting wood trim. 4) Where exterior porches, decks or stairs attach to a wall or floor assembly of wood frame construction. 5) At wall and roof intersections 6) At built-in gutters 1. Asphalt shingles shall be installed according to manufacturer's specifications over approved 2" plywood or OSB sheathed roofs. Two layers of underlayment cemented together or of a self -adhering polymer modified bitumen sheet shall be used in lieu of normal underlayment. It shall extend from the eave's edge to a point at least 24" inside the exterior wall line of the building. 2. Shingles shall not be installed on roof pitches less than 3:12. Shingles can be installed on pitches as low as 2:12 if two layers of type 15 felt are applied shingle fashion. 3. Wood shingles and shakes for roofs shall bear the label of an approved inspection bureau or agency. 4. Shakes shall be laid with not less than 18 inch wide of type 30 felt shingled between each course and not exposed to weather. 5. Enclosed attics and enclosed rafter spaces shall be ventilated in accordance with Section R806.1, R806.2, and R806.3. Venting ratios: 1 to 150 for eave or rooftop only ventilators, 1 to 300 for combination of eave and rooftop ventilators. 6. Crickets and saddles shall be provided on the ridge side of any chimney greater than 30" wide (Sect. R905.2.8.3). 3. Weather exposed surfaces shall be provided with a weather -resistive barrier (building felt or approved material) in accordance with Sect. R703.7.2.1 and Table R703.4. 4. Exterior stone or masonry veneer shall be supported in accordance with Sections R703.7.2.1 and R703.7.2.2. 5. Roof valley flashing not less than no. 26 galvanized sheet gauge corrosion resistant metal over underlayment of type 15 felt extending 17'from center line each way. FOR A PANEL BRACE (IF NEEDED) PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITH IN 24" OF MID -HEIGHT. ONE ROW OF TYP. SHEATHING -TO -FRAMING NAILING IS REQUIRED. IF 2x4 BLOCKING IS USED, THE 2x4'S MUST BE NAILED TOGETHER WITH (3) 16d SINKERS W 9 0 E TENT OF HEADER DESIGN REQUIREMENTS Table R301.2 (I): Ground snow load: Wind speed (gust): Seismic design category: Weathering: Frost line depth: Termites: Decay: 39 lbs/sq.ft. 85 mph/70 fastest ISO 33 C Severe 24" Slight Winter design temp: None to slight 10° F Ice shield underlay: Yes Flood hazards: 1612.3 IBC, FEMA map Air freeze index: 1232 Mean annual temp: 47.2°F LOADING SPECIFICATIONS Design Loads, Design Category C: Floor: DL 15# s.f. + LL 40# s.f. = 55# s.f. total DL 15# s.f. + LL 30# s.f. = 45# s.f. total 100 # s.f. total Decks: 60 # s.f. total NOTE: Refer to 2003 I.R.C. table R502.3.1&2 and R502.5.1&2 for allowable unit stresses & consult local building code agency for allowable local loading conditions. HEADERS Roof: Stairs: to 2003 IRC table R502.5(1). . 6'=i."'Tp 2,0" 1000 lb STRAP OPPOSITE SHEATHING FASTEN TOP PLATE WITH 2 ROWS OF 16d SINKER NAILS © 3" O.C.-TYP'L FASTEN SHEATHING TO HEADER WITH 8d COMMON OR GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS, BLOCKING AND SILLS) TYP'L WIDTH BASED ON 6:1 HEIGHT -TO -WIDTH RATIO: FOR 120" HEIGHT, MIN WIDTH=20" FOR 96" HEIGHT, MIN WIDTH=16, ETC. MIN (2)2x4 - MIN 2"x2"x3/16" PLATE WASHER ANCHOR BOLT PER CODE . FRONT ELEVATION PORTAL FRAME BRACING WITHOUT IIOLD-DOWNS NOT TO SCALE SHEATHING FILLER IF NEEDED 16d SINKER NAILS @ 3" O t3 x r ;.K.w HEADER STRAP 3/8" MIN. THICKNESS WOOD STRUCTURAL PANEL SHEATHING MIN. 2x4 -FRAMING- TYP'L SECTION A EVERY EFFORT HAS BEEN MADE TO IN- SURE THE ACCURACY OF THESE DRAWINGS BY GALLERY 12 DESIGNS, HOWEVER: THE CONTRACTOR SHALL CHECK & VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ALL IDEAS, DESIGNS, ARRANGMENTS, DRAWINGS & PLANS SET FORTH ON THIS SHEET ARE THE ORIGINAL WORK, PRODUCT OF, OWNED BY, AND ARE THE PROPERTY OF GALLERY 12 DESIGNS. Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4 Min. 2 ft 8 in. Alternate Brace Wall Panel per 1002.10.6 Min. 16, 18 or 20 in. APA Portal Frame Bracing Engineered Shear Wall Bracing YPSuktBOARD:USED FoR. TERttl BRACED;:1AL:: ONSTRUCTION SHALL BE.. FASTENED ENO FURTHER r'• -" O.C. DECKS: Ledger board requires %" lag bolt @ 16" o.c. with flashing behind. Guardrail 36 in. high required if floor more than 30 in. above grade. Picket spacing no more than 4 in. apart. Posts require approved base and beam connectors. Min. 24 in. frost protection to finish grade with min. 12 in. footing base. SAFETY GLASS! ;:7;Vs lv%1-Fill; • rirf Egress windows openable 5.7 sq. ft. 44rt sill: EMERGENCY EGRESS REOU$REMENTS FROM SLEEPING ROOMS 1) NET CLEAR OPENING: 5.7 SQUARE FEET GRADE FLOOR OPENING (MAX 44") 5.0 SOUARE FEET 2) NET CLEAR OPENING HEIGHT 24 INCHES 3) NET CLEAR OPENING WIDTH 20 INCHES 4) MAX FINISHED SILL HEIGHT 44' ABOVE FLOOR 5) EMERGENCY ESCAPE a RESCUE OPENING SHALLBE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS CR-TOL.S MOKE ALARMS; SHALL 'RE [NTER'CON:.' NEGTED .AND ',HARD .'WIRED IN ;SUCH • A • MANNER THAT :THE.'ACTIVArTION .`OF :ONE;':. ALARM` WI,Rt:0ACTIVATE ALL ALARMS.: (BEDROOMS,: AREAS_ APPROACHlr'IG BEDR-O.OMS. V.AUL,TED 'CE:I,LING WITH' RISE OF 24° & ON EACH FLOOR). •.: TST`FANS I00'€FM kitchen 50CFM bathrooms & Jaundry it-J.-Axial, ,114; . li ,i MOM r; ,.,�,.. . PROTECTION AND OPEN!NCaS BET \ DWELLING AND PRIVATE GARAGEST-iAf.. HAVE:•. .:1) MATERIALS APPROVED FOR.ON.E:HO4JJR FIRE I ISTIVE CONSTRUCTION ON THE GARAGE SIDE: • . ❑ 5/8" TYPE "X" GYP BOARD (HABITABL'ESPACE B•VE)OR ❑ 1/2" GYP BOARD.(RESIDENCE/ATTIC, FL00R/%•EI ) 2).OPENINGS BETWEEN GA'D RESIDENCE SHA BE EQUIPPED EQUIPPED WITH SOLID ' ' e' - �' 1 B CORE STEEL DOORS NOT LESS T �'✓''" OR 20 MINU T _'FIRATED DOORS. ess win o4. ws openaeT 5.7 sq: ft: L _ L1 •- 'j att 2!: iri u!.L�Er1 EMERGENCY EXITS UPC 508.2 — Water heaters require anchoring or strapping at upper and lower one third points to prevent horizontal displacement during earthquakes. Strapping shall be a minimum of 4 inches above controls. Concrete lintels shall conform to Tables R611.7 (2) or (3) or Engineering is required. Reinforcement for openings in plain concrete is also required. • I• • WINDOW WELL: Min. 9 sq. ft. horizontal area. Min. 3 ft. horizontal projection and width. Max. 44 in. vertical depth without a ladder Blocking re uired at mid height in _unfinished bearing walls CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1) FOUNDATION WALLS - 3000 # PSI SLABS, GARAGES, CARPORTS & PORCHES - 3500 # PSI ALL FOOTINGS MUST BE CONTINUOUS.. • 1. Bsnparls M 4%44 ants and retry seeping rust kW the 6orlb dory the has at lad iM spsnU. aindaer ,,'stems door opposed for emtrgencl stop re 1 ! I nuas.: ilia swill slap k aprribit his tk inks to ►natM s AOsMu epoali wlllsat thi as of sapanu Soli '"i�/7 /jam 1. All tons sr sure Medals hoar &Sag nos shsl hm a orbiaaw set ohs aponiry sf i.7 to. ft. iM adniaaa net ohm atoning knight ilsendon shil he 24 Isola. Zia aWtwp sat skit fps/ilia Mdil olawssbs Just 1a,10 lads. Wlera Maden its psdLd a a pass it tgsa or rises, thy Jul has i (WAS tit 410 so otitis As 44 Mobs lbw the Ass (Ss10.4) AAA , f.) 114_:3r1 IL,\,LTIt-ff• • tka •-•" YElbw tliog E . Radon Mitigation System Required With 6 mil Vapor Barrier Minimum depth for frost protection in the City of Spokane Valley is 24 inches measured from the bottom of the footing to finish grade. Grade slope away from. building a minimum 6 inches in first 10 feet. PROVIDE SOLID•BLOCKING UNDER ALL COLUMNS BEARING WALLS ANDSHEARWALLS. F'ROVS)E DOUBLE JOINTS (MIN) UNDER ALL WAL . PARALLELTFiSPAN U,NA. PBONIDEOOUBdSTUDSBAI FOUNDATION UNDERALLHIPANDGIRDER SU.N.O. PROVIDE SHEAR CONNECTION FROM INTERIOR SHEAR WALLS TO TRUSSES OR JOISTS ABOVE. • tip 1 . HY GALLERY 12 DESIGNS, HOWEVER:. TIIE CONTRACTOR . SItALL CIIECK & VERY Y A1..F, , DIMENSIONS PRIOR TO .CONSTRUCTION:.. ALL IDEAS, DESIGNS,' ARRANUMENTS. • DRAWINGS & PLANS SET FORTH ON TIIISSHEET. ARP, tlie•, ,.. • • ORIGINAL WORK, PRODUCT OF; OWNED BY. ' ANT) .ARE TIIE PROPERTY • OF GALLERY; 12 DESIGNS. . CONTENTS DRAWN HY; DA't E:.; :e4 z-004. SCALL: • 1/4111 1013 NO:.:: SHEET' • A rAr\ FIRE WARNING SYSTEM pintas snits ship ha irsdderl 4111 applaud lair&, dotostars A Sluts ei d bs Installs, M sash eMeptry rap and at a paint eonhily hated In IM corridor ar area •r INMI miss Is ash apsrats etaplal rra. — 7\L J F i SHLETS TL4amintuosnZ83t163 *.:M3>i•)133 4 -40410014 00.i,433J2 MO•-r A OAA 2JJAVi eJ +A: ' .1.1A R f:MU r lf4;1 ��:++',, T61j X. 3. gg q 3OI VORR' klA2 suI TA`,„`r$;3~ '9 02 actin 3WOO 110VOR 9 �y �>r}..Ue3azU. ,mot` R3cfsla O'AA g1H: u. P:30AU 0-11RJT. W 'zOf, MO1Ta4A003 F, Lv. .. -. mow! a OT aLIAw 4o11A0Lt1 O 2 i'iOq.S'IJh 0 ,a3EARh` r) ooze 3H FOc PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING.SUBJECT TO FIELD INSPECTION CORRECTIONS lcc2,s00. REVIEWED FOR cop SPOKANE VA! LE ( BU �•' Oyu YL'. 3HTf '1 s.) L a1.3C •1.4 "7 "#lii �'1 JJAz+.'}+ 4MF AJ ': �}4•�i `�^* . ._ viiia.' 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