IRC CODE REFERENCES & GENERAL NOTES NOTES TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS

GENERAL FRAMING SOILS ITEM DESCRIPTION OF ELEMENTS NUMBER AND TYPE OF FASTENERA, B, C SPACING OF FASTENERS 1. NON-ENGINEERED JOISTS TO BE NO. 2 GRADE OR BETTER DESIGN SOIL BEARING PRESSURE (SOILS REPORT REQUIRED IF > 2000 PSF) 2. PROVIDE APPROVED ANCHORAGE OF BEAMS OR GIRDERS TO POSTS PER IRC SEC'S R407.3, R502.9 & R802.11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, 3. SOLID BLOCKING REQ'D AT ALL BEARING POINTS OF , & ROOF SYSTEMS ACCORDING TO IRC CONCRETE (R402.2 CONCRETE) 1 3-8D (21/2" × 0.113") — SEC'S 502 & R802, IBC SEC'S 2308.8.2 & R2308.10.6. 1. SACK MIX FOR THIS FOUNDATION SHALL PROVIDE 3000 PSI COMPRESSIVE STRENGTH TO SATISFY TOE NAIL 4. PROVIDE APPROVED ANCHORAGE OF BEAMS OR GIRDERS TO POSTS PER IRC SEC'S R407.3, R502.9 & R802.11. WEATHERING CONDITIONS. 2 CEILING JOISTS TO PLATE, TOE NAIL 3-8D (21/2"× 0.113") — 5. THIS STRUCTURE TO COMPLY WITH MIN. FASTENER SCHEDULE, TABLES R602.3 (1) THRU (5). CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS 3 3-10D — 6. ALL JOISTS DOUBLED @ FLOOR OPENINGS. 2.CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF F′C, AS SHOWN IN TABLE OVER PARTITIONS, FACE NAIL 7. FOLLOW IRC TABLE R502.3.1(1) FOR JOIST SPANS OR MANUFACTURERS SPECS FOR ENGINEERED JOISTS. R402.2. CONCRETE SUBJECT TO MODERATE OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2(1) COLLAR TIE RAFTER, FACE NAIL OR 11/4" × 20 GAGE RIDGE 4 3-10D (3" × 0.128") — 8. PRIOR TO SILL PLATE INSTALLATION, INSPECT CONCRETE WORK CONDITION AND COMPARE ALL SITE SHALL BE AIR ENTRAINED AS SPECIFIED IN TABLE R402.2. THE MAXIMUM WEIGHT OF FLY ASH, OTHER STRAP DIMENSIONS WITH FOUNDATION PLAN DIMENSIONS. POZZOLANS, SILICA FUME, SLAG OR BLENDED CEMENTS THAT IS INCLUDED IN CONCRETE MIXTURES 5 RAFTER TO PLATE, TOE NAIL 2-16D (31/2" × 0.135") — FOR FLOOR SLABS AND FOR EXTERIOR , SLABS AND STEPS THAT WILL BE ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: FASTENERS EXPOSED TO DEICING CHEMICALS SHALL NOT EXCEED THE PERCENTAGES OF THE TOTAL WEIGHT OF 4-16D (31/2" × 0.135") — SMALL CATALOG, LLC 6 TOE NAIL FOR ALL PRESERVATIVE-TREATED & FIRE- RETARDANT TREATED: CONNECTORS SHALL BE TREATMENT RATED. CEMENTITIOUS MATERIALS SPECIFIED IN SECTION 4.2.3 OF ACI 318. MATERIALS USED TO PRODUCE 3-16D (31/2" × 0.135") — FASTENERS SHALL BE HOT- DIPPED ZINC-COATED GALVANIZED, STAINLESS STEEL, SILICON BRONZE OR CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED IN FACE NAIL COPPER. FOLLOW IRC TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS. CHAPTER 3 OF ACI 318 OR ACI 332. 1574 GULF ROAD #207 7 BUILT-UP CORNER STUDS 10D (3" × 0.128") 24" O.C. POINT ROBERTS, WA 98281 SITE PREPARATION 3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN THE APPROVAL OF THE 8 BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER 16D (31/2" × 0.135") 16" O.C. ALONG EACH EDGE A SURFACE DRAINAGE PATTERN SHALL BE ESTABLISHED WHICH WILL DRAIN THE ENTIRE AREA AND DIRECT PROJECT’S STRUCTURAL ENGINEER PRIOR TO USING ANY CONCRETE MIX FOR ANY STRUCTURAL (619) 787-9272 WATER AWAY FROM THE HOUSE. THE FINISHED GRADE WILL BE SLOPED AWAY FROM THE FOUNDATION WALL PURPOSE. WHEN A CONTINUOUSLY APPROVED DESIGN MIX IS TO BE USED ON A PROJECT, IT SHALL BE 9 CONTINUED HEADER, TWO PIECES 16D (31/2" × 0.135") 16" O.C. ALONG EACH EDGE OF THE HOUSE. THE GENERAL CONTRACTOR’S RESPONSIBILITY TO MAINTAIN A COPY OF THE ORIGINAL STAMPED 10 CONTINUOUS HEADER TO STUD, TOE NAIL 4-8D (21/2" × 0.113") — APPROVED MIX DESIGN FOR THE USE OF THE SPECIAL INSPECTOR. THE CONTRACTOR SHALL MAINTAIN 11 DOUBLE STUDS, FACE NAIL 10D (3" × 0.128") 24" O.C. DRAFTED BY CONCRETE FOUNDATION A COPY OF THE MIX DESIGN ON SITE THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. 12 DOUBLE TOP PLATES, FACE NAIL 10D (3" × 0.128") 24" O.C. REMOVE ALL LOOSE & ORGANIC MATERIALS & EXCAVATE FOR FOOTINGS & PADS AS PER PLANS. THE DISTANCE DOUBLE TOP PLATES, MINIMUM 24-INCH OFFSET OF END SHAWN A. DEHNER OF THE FOOTING BASE TO THE FINISHED GRADE MUST BE NO LESS THAN THE DEPTH OF LOCAL FROST 13 8-16D (31/2"× 0.135") — 4. THE MINIMUM PERMISSIBLE CEMENT CONTENT IN STANDARD 95-LB SACKS/CUBIC YARD FOR JOINTS, FACE NAIL IN LAPPED AREA FOR PENETRATION. FOOTINGS MUST BE ACCURATELY POSITIONED AND ROUGHLY LEVEL. FOOTINGS VARY IN SIZE & MODERATE EXPOSURE SLABS IS 5-½ (3000 PSI AFTER 28 DAYS). CODE ALTERNATE R402.2: 5-SACK 2000 PSI DEPTH DEPENDING ON THE ALLOWABLE SOIL PRESSURE AND THE LOAD. THE BOTTOM OF THE FOOTING IS & 5 ½-SACK 2500 PSI CONCRETE MIXES ARE EQUIVALENT TO 3000 PSI CONCRETE FOR WEATHERING 14 SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16D (31/2" × 0.135") 16" O.C. SMALL HOUSE CATALOG, LLC ALWAYS PLACED ON UNDISTURBED SOIL OR COMPACTED GRANULAR FILL WITH EACH RUN LEVEL. SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL POTENTIAL AND AIR-ENTERTAINMENT IS NOT REQUIRED TO ADDRESS WEATHERING. 15 3-16D (31/2" × 0.135") 16" O.C. PANELS SHAWN @ SMALLHOUSECATALOG.COM WATERPROOFING 5. SPECIAL INSPECTION OF CONCRETE IS NOT REQUIRED WHERE MINIMUM CEMENT CONTENT IS 3-8D (21/2" × 0.113") OR — 16 STUD TO SOLE PLATE, TOE NAIL CONCRETE BELOW GRADE SHALL BE WATERPROOFED WITH A NON-TOXIC ELASTOMERIC MATERIAL INCREASED BY 1/2 SACK PER YARD. 2-16D 31/2" × 0.135") — OWNER CONTACT APPLIED ON THE EXTERIOR SURFACE FROM THE FOOTINGS TO THE FINISHED GRADE LINE, TO MAKE THE WALL 17 TOP OR SOLE PLATE TO STUD, END NAIL 2-16D (31/2" × 0.135") — WATERTIGHT AGAINST ORDINARY SEEPAGE THAT MAY OCCUR. 6. CONCRETE MIX FOR THIS FOUNDATION SHALL BE 6 SACKS TO SATISFY THE ABOVE REQUIREMENTS. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE 18 2-10D (3" × 0.128") — SILL ANCHOR 7. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN THE APPROVAL OF THE NAIL 2-8D (21/2" × 0.113") — THE SILL PLATE SHALL BE LEVELED CAREFULLY. IF THE TOP OF THE FOUNDATION IS LEVEL, THE SILL PLATE MAY PROJECT’S STRUCTURAL ENGINEER PRIOR TO USING ANY CONCRETE MIX FOR ANY STRUCTURAL 19 1" BRACE TO EACH STUD AND PLATE, FACE NAIL BE LAID ON FOUNDATION WITH A CLOSED CELL FOAM GASKET OR OTHER AIR-IMPERMEABLE MATERIAL IN PURPOSE. WHEN A CONTINUOUSLY APPROVED DESIGN MIX IS TO BE USED ON A PROJECT, IT SHALL BE 2 STAPLES 13/4" — BETWEEN, AND OF SAME WIDTH AS SILL PLATE. SILL PLATES SHALL BE PRESSURE TREATED 2x MATERIAL DF #2 THE GENERAL CONTRACTOR’S RESPONSIBILITY TO MAINTAIN A COPY OF THE ORIGINAL STAMPED 2-8D (21/2" × 0.113") — 20 1" × 6" SHEATHING TO EACH BEARING, FACE NAIL OR BETTER & ANCHORED TO CONCRETE WALL WITH 5/8" ANCHOR BOLTS EMBEDDED 7" MIN. IN CONCRETE & APPROVED MIX DESIGN FOR THE USE OF THE SPECIAL INSPECTOR. THE CONTRACTOR SHALL MAINTAIN 2 STAPLES 13/4" — 2" MIN. ABOVE CONCRETE. ANCHOR BOLT SHALL BE PLACED 4'-0" o.c. MAX. APART AND 12" FROM ENDS WITH A COPY OF THE MIX DESIGN ON SITE THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. 2-8D (21/2" × 0.113") — 21 1" × 8" SHEATHING TO EACH BEARING, FACE NAIL TWO BOLTS MIN. PER SILL PLATE. 3 STAPLES 13/4" — SITE ADDRESS WIDER THAN 1" × 8" SHEATHING TO EACH BEARING, FACE 3-8D (21/2" × 0.113") — FLOOR JOISTS 22 JOISTS ARE INSTALLED, LOCATED & SPACED ACCORDING TO THE DESIGN. ANY JOISTS HAVING A SLIGHT BOW TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE NAIL 4 STAPLES 13/4" — EDGEWISE SHALL BE PLACED WITH THE CROWN ON TOP. ALL JOISTS TO HAVE A MINIMUM OF 1-1/2" BEARING FLOOR AT SUPPORT. FLUSH FRAMED JOISTS TO BE FASTENED TO BEAMS WITH FULLY NAILED JOIST HANGERS. ALL MINIMUM SPECIFIED COMPRESSIVE STRENGTH 23 JOIST TO SILL OR GIRDER, TOE NAIL 3-8D (21/2" × 0.113") — FLOOR OPENINGS TO BE FRAMED WITH DOUBLE TRIMMER JOIST AND DOUBLE HEADER JOIST. INSTALL DOUBLE TYPE OR LOCATION OF CONCRETE 2-8D (21/2" × 0.113") — WEATHERING POTENTIAL B 24 1" × 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL JOIST OR SOLID BLOCKING UNDER ALL FRAMED PARTITION WALLS. INSTALL BLOCKING BETWEEN JOISTS TO CONSTRUCTION 2 STAPLES 13/4" — TRANSFER CONCENTRATED LOADS TO BEARING BELOW. NEGLIGIBLE MODERATE SEVERE 25 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16D (31/2" × 0.135") — PARCEL NO. CONTINUOUS SHEATHING BRACED WALL PANELS WALLS, FOUNDATIONS AND OTHER RIM JOIST TO TOP PLATE, TOE NAIL (ROOF APPLICATIONS 2,500 2,500 2,500 26 8D (21/2" × 0.113") 6" O.C. CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL CONCRETE NOT EXPOSED TO THE WEATHER ALSO) SHEATHABLE SURFACES ON ONE SIDE OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW 27 2" PLANKS (PLANK & BEAM - FLOOR & ROOF) 2-16D (31/2" × 0.135") AT EACH BEARING BASEMENT SLABS AND INTERIOR SLABS ON GRADE, OPENINGS AND GABLE END WALLS. BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE 2,500 2,500 2,500 NAIL EACH LAYER AS EXCEPT GARAGE FLOOR SLABS COTTAGE WITH ONE OF THE METHODS LISTED IN TABLE R602.10.4.1. DIFFERENT BRACING METHODS, OTHER THAN FOLLOWS: LEGAL DESCRIPTION THOSE LISTED IN TABLE R602.10.4.1, SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH BASEMENT WALLS, FOUNDATION WALLS, 32" O.C. AT TOP AND 28 BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS 10D (3" × 0.128") CONTINUOUS SHEATHING. ANCHOR BOLTS SHALL BE PROVIDED FOR THE FULL LENGTH OF BRACED WALL EXTERIOR WALLS AND OTHER VERTICAL 2,500 3,000 3,000 BOTTOM AND STAGGERED. LINES (BWL). CONCRETE WORK EXPOSED TO THE WEATHER TWO NAILS AT ENDS WARNINGS & DISCLAIMER PROJECT DATA AND AT EACH SPLICE. PORCHES, CARPORT SLABS AND STEPS EXPOSED PRODUCT QUALITY 2,500 3,000 3,500 TO THE WEATHER, AND GARAGE FLOOR SLABS 29 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16D (31/2" × 0.135") AT EACH JOIST OR RAFTER 1) THE SMALL HOUSE CATALOG HAS PREPARED THESE DOCUMENTS TO MEET GENERALLY ACCEPTED DESIGN STANDARD(S): 2015 INTERNATIONAL RESIDENTIAL CODE, 2015 WASHINGTON STATE ENERGY CODE ZERO-VOC, NON-TOXIC & NON-CARCINOGENIC PAINTS & STAINS, CAULKS, SEALANTS & ADHESIVES ARE PROFESSIONAL STANDARDS AND PRACTICES. HOWEVER, THEY HAVE BEEN DESIGNED WITHOUT ANY STRONGLY RECOMMENDED. KNOWLEDGE OF – OR REFERENCE TO – THE LICENSEE’S SPECIFIC SITE OR GEOGRAPHICAL SEISMIC DESIGN CATEGORY: D2 LOCATION. SPECIFIC SITE CONDITIONS MAY VARY AND INCLUDE BUT ARE NOT LIMITED TO SUCH THINGS AS: BUGS & PESTS SUCH AS FROST DEPTH, SOIL BEARING CAPACITY, SEISMIC AND WIND ZONES, ETC. IN ADDITION, LOCAL CODE WIND DESIGN CATEGORY: B NO BROAD SPECTRUM INSECTICIDES OR HERBICIDES SHALL BE APPLIED BEFORE, DURING OR AFTER THE SP ACIN G OF FASTEN ERS REQUIREMENTS, INCLUDING SUCH LIFE-SAFETY REQUIREMENTS AS STAIR WIDTH, STAIR RISE AND RUN, EGRESS FOUNDATION WORK. APPLY TERMITE SHIELDS, IF REQ'D. PROPERLY SCREEN VENTING & OPENINGS. IN TERM EDIATE AND SMOKE DETECTORS, ETC. MAY VARY. THE STRENGTH OF MATERIALS (E.G. LUMBER) AVAILABLE FIRST FLOOR LOAD: N/A DESCRIP TION OF BUILDIN G EDGES SUP P ORTS C, E b, c, e MAY VARY. THEREFORE, SUPPLEMENTAL TO THESE DOCUMENTS, IT IS THE LICENSEE’S RESPONSIBILITY TO FINAL INSPECTION ITEM M ATERIALS DESCRIP TION OF FASTEN ER (IN CHES)I (IN CHES) BUILDER CONTACT CONSULT WITH HIS/HER CHOSEN BUILDER, LOCAL BUILDING DEPARTMENT AND A STRUCTURAL ENGINEER SECOND FLOOR LOAD: N/A A DESIGN PROFESSIONAL OR LICENSED BUILDER SHALL COMPLETE AND POST AN “INSULATION CERTIFICATE WOOD STRUCTURAL P AN ELS, SUBFLOOR, ROOF AN D IN TERIOR WALL SHEATHIN G TO FRAM IN G AN D P ARTICLEBOARD WALL SHEATHIN G TO TO DETERMINE THAT THESE DOCUMENTS MEET ALL CURRENT FEDERAL, STATE/PROVINCIAL AND LOCAL FOR RESIDENTIAL CONSTRUCTION” WITHIN 3’ OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION (IN FRAM IN G CODES, ORDINANCES/BYLAWS AND REGULATIONS, ETC., AND ARE APPROPRIATE TO SPECIFIC SITE ROOF LOAD: PREFABRICATED ROOF TRUSSES SEATTLE: SEE SRC R401.3.) 3 1 6D COM M ON (2″×0.113″) N AIL (SUBFLOOR WALL) g CONDITIONS. COMPLIANCE WITH SUCH REQUIREMENTS SHALL TAKE PRECEDENCE OVER THESE DOCUMENTS. 30 /8″ - /2 ″ 6 12 SNOW LOAD: 30PSF EGRESS 8D COM M ON (21/ 2″×0.131″) N AIL (ROOF)F 1. ALL TO BE USED FOR SLEEPING PURPOSES & WITH HABITABLE SPACE REQUIRE 19 g 2) ANY USE OF THIS INFORMATION WITHOUT ADAPTATION TO CHANGES IN CODES, STANDARDS, SITE 31 / ″ - 1″ 8D COM M ON N AIL (21/ 2″×0.131″) 6 12 CONDITIONS AND OTHER FACTORS IS AT THE LICENSEE’S SOLE RISK. THE SMALL HOUSE CATALOG ASSUMES CONDITIONED SQUARE FOOTAGE: 456 SQUARE FEET EMERGENCY & RESCUE OPENING COMPLYING WITH IRC SEC R310.1. 32 2. AT LEAST ONE SHALL MEET EGRESS REQ. IRC R311. THIS DOOR MUST BE SIDE HINGED WITH MIN. 10d co mmo n (3″×0.148″) na il o r NO RESPONSIBILITY FOR CHANGES MADE TO THESE PLANS BY OTHERS AND MAKES NO WARRANTIES, EITHER 1 1 32" (813 MM) CLEAR WIDTH WHEN MEASURED B/T THE FACE OF THE DOOR & THE STOP W/ DOOR AT 90 32 1 / ″ - 1 / ″ 1 6 12 EXPRESSED OR IMPLIED, IN THE USE OF THESE PLANS. THE LICENSEE AGREES TO DEFEND AND INDEMNIFY THE STRUCTURE DIMENSIONS: IRREGULAR, SEE FLOOR PLAN 8 4 8d (2 / ″×0.131″) d efo rmed na il SMALL HOUSE CATALOG FOR ALL CLAIMS, COSTS, LOSSES OR DAMAGES RESULTING FROM THE USE OF THESE DEGREES (1.57 RAD.). MIN. CLEAR HEIGHT OF DOOR MUST NOT BE < THAN 78" (1981 MM) MEASURED FROM 2 DOCUMENTS. : 8’-0” X 8’-0” (64 SQUARE FEET) TOP OF THRESHOLD TO BOTTOM OF STOP. OTHER WALL SHEATHIN G h 1/ 2″ STRUCTURAL 3) BEFORE STARTING CONSTRUCTION, IT IS THE BUILDER’S RESPONSIBILITY TO CHECK ALL DIMENSIONS AND LEVELS: 1 REQUIREMENTS 11/ 2″ GALVAN IZED ROOFIN G N AIL, 7/ 16″ CROWN OR DETAILS, AND VERIFY CONFORMANCE WITH GOVERNING CODE REQUIREMENTS FOR THE GEOGRAPHIC AREA 1. MINIMUM 5.7 SQ. FT. NET CLEAR OPENABLE AREA, EXCEPT GRADE FLOOR OPENINGS PERMIT MIN. 5 SQ. FT. 33 CELLULOSIC 1″ 3 6 STAMPS & SEALS IN WHICH THE HOUSE IS TO BE BUILT. ALL STRUCTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS OVERALL HEIGHT: 11’ - 7 1/16” OPENABLE AREA. FIBERBOARD SHEATHIN G CROWN STAP LE 16 GA., 11/ 4 ″LONG SHALL ALSO BE REVIEWED BEFORE CONSTRUCTION BEGINS. CODES GOVERN OVER DRAWINGS AND 2. MINIMUM 24" NET CLEAR OPENABLE HEIGHT. DIMENSIONS GOVERN OVER SCALE. PLEASE NOTIFY THE SMALL HOUSE CATALOG OF DIMENSIONAL : 1 3. MINIMUM 20" NET CLEAR OPENABLE WIDTH. 25/ 32″ STRUCTURAL 13/ 4 ″ GALVAN IZED ROOFIN G N AIL, 7/ 16″ CROWN OR DISCREPANCIES. 4. SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. 34 CELLULOSIC 3 6 : 1 5. OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE WITHOUT THE USE OF KEYS, TOOLS OR 1″ 4) THE SMALL HOUSE CATALOG HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND SPECIAL KNOWLEDGE. FIBERBOARD SHEATHIN G CROWN STAP LE 16 GA., 11/ 2″ LONG AND ASSUMES NO RESPONSIBILITY TO ENSURE THAT CONSTRUCTION CONFORMS TO THESE PLANS, NOR HAS FOUNDATION: INSULATED SLAB WITH DEEP FOOTINGS (FULLY INSULATED PERIMETER + SLAB) MINIMUM ROOM AREAS & CEILING HEIGHT: 1. HABITABLE ROOMS PER IRC SEC R304 FOR FLOOR AREA. 11/ 2 ″ GALVAN IZED ROOFIN G N AIL; STAP LE ANY RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES OR 1/ 2″ GYP SUM SHEATHIN GD SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. HEATING: IN-FLOOR CARBONIC RADIANT FLOOR (MAXIMUM HEAT EQUIPMENT OUTPUT: 16,361 BTUS) 2.HABITABLE ROOMS PER IRC SEC R305 FOR CEILING HEIGHT. SECOND FLOOR HALLWAYS, BEDROOMS & 35 GALVAN IZED, 7 7 TO MEET R305 EXCEPTIONS (1) AND (2) FOR SLOPED . 11/ 2″ LON G; 11/ 4 SCREWS, TYP E W OR S 5) THIS IS NOT A SALE OF ORIGINAL DOCUMENTS. THE SMALL HOUSE CATALOG RETAINS OWNERSHIP OF ALL WATER HEATING: ELECTRIC TANK 13/ 4″ GLAVAN IZED ROOFIN G N AIL; STAP LE ORIGINAL DOCUMENTS AND ALL SUBSEQUENT COPIES (REGARDLESS OF FORMAT). , STEPS & LANDINGS 36 5/ 8″ GYP SUM SHEATHIN GD GALVAN IZED, 7 7 PRINT SIZE: D 24" X 36” (A1 594 X 841); BLACK & WHITE SHEETS 1. STAIRWAYS & STAIRWAY LANDINGS, HANDRAILS & ILLUMINATION SHALL COMPLY WITH IRC SEC R311. 15/ 8 ″LON G; 15/ 8 ″SCREWS, TYP E W OR S GUARDS PER IRC SEC R312. 6) THE LICENSEE IS GRANTED THE RIGHT TO MAKE COPIES AS NEEDED FOR THE CONSTRUCTION OF ONE (1) WOOD STRUCTURAL P AN ELS, COM BIN ATION SUBFLOOR UN DERLAYM EN T TO FRAM IN G BUILDING PER PLAN PURCHASE AND/OR FREE DOWNLOAD. THE SMALL HOUSE CATALOG REQUESTS THAT 2. R311.7.6 LANDINGS FOR STAIRWAYS. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM 6D DEFORM ED (2″ × 0.120″) N AIL OR YOU HONOR THIS COPYRIGHT POLICY. ADDITIONAL RIGHTS CAN BE EASILY PURCHASED AT A REASONABLE OF EACH STAIRWAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO 37 3/ 4″ AN D LESS 6 12 PRICE FROM THE SMALL HOUSE CATALOG OFFICE. LESS THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER THAN SQUARE OR 8D COM M ON (21/ 2″ × 0.131″) N AIL RECTANGULAR SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK LINE AND THE TOTAL AREA IS 8D COM M ON (21/ 2″ × 0.131″) N AIL OR NOT LESS THAN THAT OF A QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. 38 7/ 8 ″- 1″ 6 12 7) TERMS AND CONDITIONS APPLY TO ALL PLANS. 8D DEFORM ED (21/ 2″ × 0.120″) N AIL WHERE THE STAIRWAY HAS A STRAIGHT RUN, THE MINIMUM DEPTH IN THE DIRECTION OF TRAVEL SHALL BE 10D COM M ON (3″ × 0.148″) N AIL OR 8) MAILING ADDRESS: NOT LESS THAN 36 INCHES (914 MM). 39 11/ 8 ″- 11/ 4 ″ 6 12 3. R311.7.2 HEADROOM. THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS 8D DEFORM ED (21/ 2″ × 0.120″) N AIL SMALL HOUSE CATALOG, LLC THAN 6 FEET 8 INCHES (2032 MM) MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD ℅ SHAWN A. DEHNER NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE 1574 GULF ROAD #207 STAIRWAY. POINT ROBERTS, WA 98281 TEL. (619) 787-9272 MINIMUM & HEATING REQUIREMENTS EMAIL: [email protected] 1. PROPANE & SOLID FUEL BURNING INSTALLATION SHALL COMPLY WITH IRC CHAP. 10 WEBSITE: SMALLHOUSECATALOG.COM 2. PROPANE & SOLID FUEL BURNING FIREPLACES TO BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 1) THESE PLANS HAVE BEEN DESIGNED TO SATISFY GENERALLY ACCEPTED BUILDING REQUIREMENTS. HOWEVER, THE SMALL HOUSE CATALOG CANNOT GUARANTEE THAT THEY WILL BE APPROPRIATE FOR YOUR SMOKE & CARBON MONOXIDE ALARMS SPECIFIC CONDITIONS OR THAT THEY WILL MEET ALL THE REQUIREMENTS OF YOUR LOCAL CODING AGENCY. 1. PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH IRC R314.3. © SMALL HOUSE CATALOG, LLC - All Rights Reserved IT IS THE RESPONSIBILITY OF THE LICENSEE TO SEE THAT THEY DO. CONSULTATION WITH YOUR BUILDER PRIOR 2. PROVIDE UL-2034 APPROVED CARBON MONOXIDE ALARMS OUTSIDE EACH SEPARATE SLEEPING AREA IN THE TO SUBMISSION OF A PERMIT APPLICATION IS RECOMMENDED. ADDITIONAL ENGINEERING MAY BE REQUIRED. IMMEDIATE VICINITY OF EACH IN ACCORDANCE WITH IRC R315.2. 3. SMOKE ALARMS SHALL BE HARDWIRED AND INTERCONNECTED VIA WIRE OR WIRELESS METHODS 2) THE SMALL HOUSE CATALOG – INCLUDING ANYONE WHO HAS BEEN INVOLVED IN THE CREATION, ACCORDING TO IRC R315.1 PRODUCTION, OR DELIVERY OF THESE DOCUMENTS – SHALL NOT BE LIABLE FOR ANY DIRECT, INDIRECT, 4. CO ALARM SHALL BE INSTALLED ON EACH LEVEL OF BUILDING ACCORDING TO IRC R315.1. CONSEQUENTIAL, OR INCIDENTAL DAMAGES. ENERGY EFFICIENCY 3) THE LICENSEE IS GRANTED LICENSE TO BUILD ONE HOUSE PER PLAN. ADDITIONAL PRINTS MAY BE 1. A MIN. OF 75% OF PERMANENTLY INSTALLED LAMPS IN FIXTURES SHALL BE HIGH-EFFICIENCY INDEPENDENTLY COPIED, AS REQUIRED, TO BUILD YOUR HOUSE. ANY CHANGES TO THESE PLANS MUST BE LAMPS AS PER SEC R404.1 CONFIRMED BY A LICENSED STRUCTURAL ENGINEER AND APPROVED BY YOUR LOCAL CODE ENFORCEMENT 2. A PROGRAMMABLE THERMOSTAT FOR THE PRIMARY SPACE CONDITIONING SYSTEM SHALL BE PROVIDED AS AGENCY. PER SEC R403.1.1. 3. R402.3.1 U-FACTOR AN AREA-WEIGHTED AVERAGE OF FENESTRATION PRODUCTS SHALL BE PERMITTED TO 4) ALL PLANS ARE PROTECTED BY FEDERAL COPYRIGHT LAWS. ANY USE OF THE INFORMATION CONTAINED SATISFY THE U-FACTOR REQUIREMENTS. EXAMPLE OF AREA WEIGHTED U-VALUE CALCULATION: WINDOW #1 HEREIN BEYOND THE ONE-TIME USE AUTHORIZED BY A PURCHASE OF PRINTS, OR ANY DUPLICATION, AREA 10 FT2 U = .34 U X A = 3.4 WINDOW #2 AREA 15 FT2 U = .28 U X A = 4.2 TOTAL AREA 25 FT2 TOTAL U X A = PUBLICATION, SALE OR DISTRIBUTION OF ANY PART OF THESE PLANS WITHOUT THE PRIOR WRITTEN 7.6 AREA WEIGHTED AVERAGE 7.6/25 = 0.30 CONSENT OF THE ORIGINAL DESIGNER REPRESENTS A VIOLATION OF FEDERAL LAWS SUBJECT TO THE PRESCRIBED PENALTIES. WATER EFFICIENCY 1. WATER EFFICIENCY STANDARDS FOR FIXTURES SHALL BE MAX. 1.6 GAL PER FLUSH & 2.5 GAL PER 5) ANY USE OF THE PLANS, OR MODIFICATIONS OF THE PLANS, BY PURCHASERS, BUILDERS OR OTHERS IS MINUTE FOR SHOWER HEADS, LAVATORY FAUCETS AND FAUCETS. EFFICIENT WATER HEATING DONE AT THEIR OWN RISK. LICENSEE SHOULD HAVE THE PLANS REVIEWED BY A LOCAL PROFESSIONAL 1. WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: GAS, PROPANE OR OIL WATER ARCHITECT OR ENGINEER BEFORE THE START OF CONSTRUCTION. THE INFORMATION CONTAINED HEATER WITH A MINIMUM EF OF 0.62 OR ELECTRIC WATER HEATER WITH A MINIMUM EF OF 0.93. SHEET INDEX WITHIN THE CONSTRUCTION DOCUMENTS IS INTENDED TO DEPICT DESIGN AND BASIC CONSTRUCTION 2. ALL SHOWER HEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GPM DETAILING. IT IS THE BUILDER'S RESPONSIBILITY TO PROVIDE STANDARD CONSTRUCTION DETAILS AND OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS.B TO QUALIFY TO CLAIM THIS PRACTICES WHICH WILL RESULT IN A STRUCTURALLY SOUND AND WEATHERPROOF FINISHED PRODUCT. CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY PLAN SYMBOLS THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY AND SHALL SPECIFY THE O1. PROJECT DETAILS 6) HOUSE PLANS ARE NON-REFUNDABLE. MAXIMUM FLOW RATES FOR ALL SHOWER HEADS, KITCHEN SINK FAUCETS, AND OTHER LAVATORY REVISION S FAUCETS. 7) TERMS AND CONDITIONS APPLY TO ALL PLANS. O2. FLOOR PLAN N O. DATE DESCRIP TION AIR LEAKAGE SECTION NUMBER UNLESS OTHER SPECIFIED BY LOCAL CODES, AIR LEAKAGE SHALL NOT EXCEED 5 AIR EXCHANGES PER HOUR O3. ELEVATIONS END USER AGREEMENT 1 & SHALL BE TESTED AS SUCH. A WRITTEN REPORT OF THE TEST RESULTS SHALL BE SIGNED BY THE TESTING SECTION SYMBOL PARTY & PROVIDED TO THE BUILDING INSPECTOR PRIOR TO CALL FOR FINAL INSPECTION. THE AIR LEAKAGE 3 O4. FOUNDATION PLAN 1) THESE PLANS HAVE BEEN DESIGNED TO SATISFY GENERALLY ACCEPTED BUILDING REQUIREMENTS. TEST RESULT SHALL BE DOCUMENTED IN WRITING. HOWEVER, THE SMALL HOUSE CATALOG CANNOT GUARANTEE THAT THEY WILL BE APPROPRIATE FOR YOUR SHEET NUMBER SPECIFIC CONDITIONS OR THAT THEY WILL MEET ALL THE REQUIREMENTS OF YOUR LOCAL CODING AGENCY. SILL PLATES O5. ROOF PLAN IT IS THE RESPONSIBILITY OF THE LICENSEE TO SEE THAT THEY DO. CONSULTATION WITH YOUR BUILDER PRIOR ELEVATION N UM BER 1. THE SILL PLATE SHALL BE LEVELED CAREFULLY. IF THE TOP OF THE FOUNDATION IS LEVEL, THE SILL PLATE MAY BE LAID ON FOUNDATION WITH A CLOSED CELL FOAM GASKET OR OTHER AIR-IMPERMEABLE MATERIAL IN TO SUBMISSION OF A PERMIT APPLICATION IS RECOMMENDED. ADDITIONAL ENGINEERING MAY BE REQUIRED. 1 O6. SECTIONS EL EVATIO N SYMBOL BETWEEN, AND OF SAME WIDTH AS SILL PLATE. 2) THE SMALL HOUSE CATALOG – INCLUDING ANYONE WHO HAS BEEN INVOLVED IN THE CREATION, 3 2. SILL PLATES SHALL BE PRESSURE TREATED 2X MATERIAL DF #2 OR BETTER & ANCHORED TO CONCRETE WALL WITH 5/8" ANCHOR BOLTS EMBEDDED 7" MIN. IN CONCRETE & 2" MIN. ABOVE CONCRETE. ANCHOR BOLT O7. KITCHEN + BATHROOM VIEWS PRODUCTION, OR DELIVERY OF THESE DOCUMENTS – SHALL NOT BE LIABLE FOR ANY DIRECT, INDIRECT, SHEET N UM BER CONSEQUENTIAL, OR INCIDENTAL DAMAGES. SHOULD BE PLACED 4'-0" O.C. MAX. APART AND 12" FROM ENDS WITH TWO BOLTS MIN. PER SILL PLATE.

3) THE LICENSEE IS GRANTED LICENSE TO BUILD ONE HOUSE PER PLAN. ADDITIONAL PRINTS MAY BE DETAIL NUMBER ANCHORS & FASTENERS INDEPENDENTLY COPIED, AS REQUIRED, TO BUILD YOUR HOUSE. ANY CHANGES TO THESE PLANS MUST BE 3 1. PROVIDE APPROVED ANCHORAGE OF BEAMS OR GIRDERS TO POSTS PER IRC SEC'S R407.3, R502.9 & R802.11. CONFIRMED BY A LICENSED STRUCTURAL ENGINEER AND APPROVED BY YOUR LOCAL CODE ENFORCEMENT A33 DETAIL SYMBOL 2. THIS STRUCTURE TO COMPLY WITH MIN. FASTENER SCHEDULE, TABLES R602.3 (1) THRU (5). AGENCY. PROJECT DETAILS SHEET NUMBER BLOCKING 4) ALL PLANS ARE PROTECTED BY FEDERAL COPYRIGHT LAWS. ANY USE OF THE INFORMATION CONTAINED SOLID BLOCKING REQ'D AT ALL BEARING POINTS OF FLOOR, CEILING & ROOF SYSTEMS PER IRC SEC'S R502 & HEREIN BEYOND THE ONE-TIME USE AUTHORIZED BY A PURCHASE OF PRINTS, OR ANY DUPLICATION, R802 & IBC SEC'S 2308.8.2 & 2308.10.6. PUBLICATION, SALE OR DISTRIBUTION OF ANY PART OF THESE PLANS WITHOUT THE PRIOR WRITTEN INDICATES A LEVEL LUMBER CONSENT OF THE ORIGINAL DESIGNER REPRESENTS A VIOLATION OF FEDERAL LAWS SUBJECT TO THE SHEET NO. PRESCRIBED PENALTIES. 1. LUMBER SHALL BE PROTECTED AGAINST ROT & DECAY PER IRC SEC R317.

5) ANY USE OF THE PLANS, OR MODIFICATIONS OF THE PLANS, BY PURCHASERS, BUILDERS OR OTHERS IS 1 DOOR NUMBER OR TYPE 2. FOR ALL PRESSURE PRESERVATIVE & FIRE-RETARDANT TREATED WOOD USE TREATMENT RATED DONE AT THEIR OWN RISK. LICENSEE SHOULD HAVE THE PLANS REVIEWED BY A LOCAL PROFESSIONAL CONNECTORS & HOT-DIPPED GALVANIZED, STAINLESS STEEL, SILICON BRONZE OR COPPER FASTENERS PER IRC ARCHITECT OR ENGINEER BEFORE THE START OF CONSTRUCTION. THE INFORMATION CONTAINED SEC R317. 1 7 WITHIN THE CONSTRUCTION DOCUMENTS IS INTENDED TO DEPICT DESIGN AND BASIC CONSTRUCTION A WINDOW NUMBER OR TYPE 3. MIN. 4" SLAB O/ 6-MIL POLY LAYER. DETAILING. IT IS THE BUILDER'S RESPONSIBILITY TO PROVIDE STANDARD CONSTRUCTION DETAILS AND PRACTICES WHICH WILL RESULT IN A STRUCTURALLY SOUND AND WEATHERPROOF FINISHED PRODUCT. SA-CO SMOKE & CARBON MONOXIDE ALARM 6) HOUSE PLANS ARE NON-REFUNDABLE. PROJECT SKYWAY COTTAG E

7) TERMS AND CONDITIONS APPLY TO ALL PLANS. DATE Apri l 10, 2018 DOOR SCHEDULE HEATING SYSTEM BRACED WALL SCHEDULE CARBONIC IN-FLOOR RADIANT HEATING PANEL LENGTH PER UNIT SIZE THROUGHOUT HOUSE. IRC TABLE R602.10.5 LOCATION MARK TYPE U-FACTOR QUANTITY REMARKS (R.0.) DESIGN STANDARD: IRC SEISMIC D2 [R602.10.3(3)] & WIND CATEGORY B WHOLE HOUSE VENTILATION TOTAL 1 FRENCH 6080 (6282 ½) 0.28 1 . OUT-SWING. PRIMARY EGRESS. WALL WALL REQ. WALL METHOD PROVIDED SHEATHING FASTENERS SPACING ALL WHOLE HOUSE VENTILATION HEIGHT LENGTH LENGTH LENGTH 2 SINGLE FRENCH DOOR 3080 (3282 ½) 0.28 1 BEDROOM. LEFT OUT-SWING. BEDROOM EGRESS. REQUIREMENTS AS DETERMINED BY IRC M1507.3 FOR FINAL SPLICE (IF NEEDED) ADJOINING PANEL EDGES SHALL PANEL EDGES: 6” SHALL BE MET WITH A HIGH EFFICIENCY FAN 8D COMMON NAILS MEET OVER & BE FASTENED TO 1 8’ 30’ CS-WSP 6.4’ 30’ 1/2” CDX PLYWOOD FIELD: 12” 3 POCKET 2880 - 2 PREFABRICATED 2X4 POCKET DOOR WALL UNIT. BATH/BEDROOM (MAXIMUM 0.35 WATTS/CFM), NOT (2.5” × 0.131”) INTERLOCKED WITH THE FURNACE FAN. MINIMUM ⅜” WOOD COMMON FRAMING STUDS: UP TO 24” O.C. STRUCTURAL PANEL (WSP) PANEL EDGES: 6” 4 BYPASS 4880 (5082 ½) - 1 WATER HEATER + LAUNDRY . 8D COMMON NAILS SHEATHING ON ONE FACE 2 8’ 18’ CS-WSP 3.9’ 10’ 1/2” CDX PLYWOOD FIELD: 12” VENTLESS DRYERS 8D COMMON OR GALVANIZED (2.5” × 0.131”) STUDS: UP TO 24” O.C. 5 POCKET 3080 - 1 BEDROOM-TO-BATHROOM. PREFABRICATED 2X4 POCKET DOOR WALL UNIT. IRC M1502.2 INDEPENDENT EXHAUST SYSTEM BOX NAILS @ 6” O.C. AT PANEL EDGES SMALL HOUSE CATALOG, LLC MINIMUM 2X4 FRAMING PANEL EDGES: 6” EXCEPTION FOR LISTED AND LABELED FOR SINGLE FLOOR & 4” O.C. PANEL 8D COMMON NAILS CONDENSING (DUCTLESS) CLOTHES DRYERS DOUBLE STUDS REQ’D 3 8’ 12 CS-WSP 2.6’ 9’ 1/2” CDX PLYWOOD FIELD: 12” 6 BYPASS 3680 (3882 ½) - 1 BEDROOM CLOSET EDGES FOR THE FIRST OF 2 (2.5” × 0.131”) STUDS: UP TO 24” O.C. 1574 GULF ROAD #207 EFFICIENT WATER HEATING PANEL EDGES: 6” POINT ROBERTS, WA 98281 STUDS UNDER HEADER AS REQUIRED 8D COMMON NAILS ALL SHOWER HEAD AND KITCHEN SINK PER IRC TABLE R602.7 A 8’ 12’ CS-WSP 2.6’ 9’ 1/2” CDX PLYWOOD FIELD: 12” (2.5” × 0.131”) (619) 787-9272 FAUCETS INSTALLED IN THE HOUSE SHALL BE STUDS: UP TO 24” O.C. RATED AT 1.75 GPM OR LESS. ALL OTHER PER IRC TABLE PANEL EDGES: 7” LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM B 8’ 20’ GB 8’ 14’ 1/2” GYPSUM BOARD R602.3(1) - 1 ¼” FIELD: 7” OR LESS. DRAFTED BY WINDOW SCHEDULE ALL WINDOWS SHALL BE NFRC RATED 8D COMMON OR GALVANIZED BOX SCREWS TYPICAL STUDS: UP TO 24” O.C. PANEL EDGES: 6” GIRDER & HEADER SPANS NAILS @ 12” O.C. AT INTERIOR SUPPORTS 8D COMMON NAILS SHAWN A. DEHNER C 8’ 20’ CS-WSP 4.3’ 17’ 1/2” CDX PLYWOOD FIELD: 12” LOCATION MARK TYPE SIZE U-FACTOR QUANTITY REMARKS (2.5” × 0.131”) FOR THIS PLAN FOLLOWS IRC TABLE R602.7(1) STUDS: UP TO 24” O.C. GIRDER SPANS & HEADER SPANS FOR EXTERIOR SMALL HOUSE CATALOG, LLC A SLIDER 3648 0.28 1 VINYL. CONSULT WITH OWNER FOR OPERATION PREFERENCES BEARING WALLS GROUND SNOW LOAD PSF = 30

BRACED WALL BRACED PANEL WALL HEIGHT ANCHOR BOLTS SHALL BE PROVIDED FOR THE FULL LENGTH OF BRACED WALL LINES (BWL) SHAWN @ SMALLHOUSECATALOG.COM B SLIDER 3648 0.28 1 VINYL. CONSULT WITH OWNER FOR OPERATION PREFERENCES EGRESS REQUIREMENTS (2) HOLD-DOWNS OR THIS PLAN FOLLOWS WAC 296-150M-550 (2) STRAP-TYPE ANCHORS PER IRC TABLE R602.10.6.1 C SLIDER 3618 0.28 1 VINYL. CONSULT WITH OWNER FOR OPERATION PREFERENCES FOR EMERGENCY EGRESS REQUIREMENTS: OWNER CONTACT (ONE OF EACH (A) EVERY BEDROOM OR OTHER ROOM SHOWN FOR CLARITY) D SLIDER 3648 0.28 1 VINYL. CONSULT WITH OWNER FOR OPERATION PREFERENCES DESIGNED EXPRESSLY FOR SLEEPING PURPOSES MINIMUM FOOTING SIZE UNDER MUST HAVE A WINDOW THAT MEETS THE STRAP-TYPE HOLD-DOWNS OPENING IS 12” X 12”. TURNED- MINIMUM REQUIREMENTS OF AT LEAST 5.0 SHALL BE PERMITTED TO BE DOWN SLAB SHALL BE PERMITTED AT INSTALLED OVER WSP. SQUARE FEET OF OPENING FOR EMERGENCY DOOR OPENINGS EGRESS. PANEL MUST BE ATTACHED (B) ROOMS THAT HAVE A DOOR, WITH A TO CONCRETE FOOTING MINIMUM CLEAR OPENING OF TWENTY-EIGHT OR CONCRETE FOUNDATION SITE ADDRESS ALL SKYLIGHTS SHALL BE NFRC RATED INCHES WIDE BY SEVENTY-TWO INCHES HIGH, WALL CONTINUOUS OVER SKYLIGHTS SCHEDULE BRACED WALL LINE WHICH OPENS DIRECTLY TO THE OUTSIDE DO MINIMUM REINFORCING OF LOCATION MARK TYPE SIZE U-FACTOR QUANTITY REMARKS NOT NEED TO HAVE AN EMERGENCY EGRESS (2) ½” DIAMETER ANCHOR BOLTS LOCATED FOUNDATION, (1) #4 BAR @ WINDOW. BETWEEN 6”-12” OF EACH END OF SEGMENT TOP & BOTTOM, LAP BARS 2248 S-A SKYLIGHT 0.50 1 NON-VENTING (C) WINDOWS AND DEVICES MUST BE 15” MINIMUM INSTALLED IN A MANNER WHICH ALLOWS FOR 2248 S-B SKYLIGHT 0.50 1 NON-VENTING PROPER OPERATION. PARCEL NO. (D) THE BOTTOM OF THE OPENING OF AN EGRESS WINDOW SHALL BE NO MORE THAN THIRTY-SIX INCHES ABOVE THE FLOOR. (E) THE HEIGHT OF THE BOTTOM OF THE WINDOW CAN BE INCREASED TO FORTY-FOUR INCHES WHEN THE CLEAR NET AREA IS BRACED WALL METHOD ABW - ALTERNATE BRACED WALL PANEL PER IRC FIGURE R602.10.6.1 SHEAR WALL SCHEDULE LEGAL DESCRIPTION INCREASED TO 5.7 SQUARE FEET OF OPENING. 3 2 ANCHOR BOLTS SHALL BE PROVIDED FOR THE FULL LENGTH OF BRACED WALL LINES (BWL) ANCHOR BOLTS SHALL BE PROVIDED FOR THE FULL LENGTH OF BRACED WALL LINES (BWL)

VENT TO OUTSIDE A B PER IRC M1507 C 30 CFM CONTINUOUS WHOLE-HOUSE VENT TO OUTSIDE VENTILATION PER PER 1RC M1503 IRC TABLE M1507.3.3(1) FOR RANGE HOODS & AND THE WSEC IRC TABLE M1507.4 N BUILDER CONTACT 30'-0" 18'-3 3/4" 11'-8 1/4"

2 1.75 GPM OR LESS 1.00 GPM OR LESS FAUCET PER WSEC 7 FAUCET PER WSEC

1 1 CS-WSP 1'-6" WALL GWB WALL STAMPS & SEALS MIN. 100 CFM FAN CAB. CS-WSP 3'-0"

C 5'-6 5'-6 1/8" 5'-0" 1 3'-0" BATHROOM 5'-8 1/4" WALL CABINET WALL 7 CORK (OR TILE) FINISH FLOOR + 1 EXHAUST DUCT GYPSUM CEILINGS (LEVEL 4 FINISH) 7 2 1-2X8 DF#2 HEADER 3'-0" 7 2'-4" 3 4 1 1/2" 11 1/4" END CONDITION 5 PER IRC FIGURE R602.10.7 4'-0" 2'-6" 3'-5 1/8" 2 REQUIRES (2) HOLD DOWN ANCHORS 1-2X8 1-2X8 DF#2 HEADER PER TABLE R602.10.6.1. USE 32” X 96” ABW D 7 3'-0" 5 PER IRC FIGURE R602.10.6.1 & TABLE 1.75 GPM OR LESS R602.10.5. SEE DETAIL 3/2 FAUCET PER WSEC 12'-0" SA 11'-0" EXHAUST FAN 3'-4 1/2"

1-2X8 1-2X8 DF#2 HEADER GREAT ROOM CO VENTLESS ISLAND WATER CORK FINISH FLOOR + HEATER WASHER + 3'-0"

GYPSUM CEILINGS (LEVEL 4 FINISH) 8 1/4" 3'-0" 2'-0" GWB DRYER 17'-7 1/2" 2'-5 7/8" DISHWASHER 4'-0"

WALL WALL 6 4'-4 4'-4 1/2"

3'-0" CABINET CLOSET 4'-7 1/2" 6'-5 6'-5 7/8" CS-WSP 30” - 36” 8 1/8" REFRIGERATOR + © SMALL HOUSE CATALOG, LLC - All Rights Reserved FREEZER (CHECK ONSITE 2'-4"

DIMENSIONS 3'-0" 20'-0" BEFORE 3 PURCHASING UNIT) 1-2X8 DF#2 HEADER 1-2X8 DF#2 HEADER 1-2X12 DF#2 HEADER 3'-0" PRIMARY REQUIRED

CS-WSP CS-WSP CS-WSP 17'-0" 2

A 5'-0" CS-WSP

3'-0" GWB 4'-6" 9'-5 1/4" 4'-3/4"

1 11'-1 1/2"

18'-0" 4'-8 7/8"

SA 9'-3" BEDROOM CO A 9'-11 1/4"

CORK FINISH FLOOR + REVISION S

8'-0" COVERED GYPSUM CEILINGS (LEVEL 4 FINISH) N O. DATE DESCRIP TION 4X8 DF#2 4X8 BEAM DF#2 PORCH 2 CONCRETE SLAB

EGRESS REQUIRED

3'-3 1/8"3'-3 11'-0"

SEE ROOF PLAN + ELEVATIONS FOR CONNECTION DETAILS 1-2X8 DF#2 HEADER GWB

4X8 DF#2 BEAM CS-WSP CS-WSP 3 3

B 3'-0" 6'-0" 6'-0" F L O O R PLANS

6X6 W.R.C. OR P.T. POST WITH SIMPSON ABU66 POST-BASE 8'-0" 12'-0" SHEET NO.

1 5 2 7

MAIN FLOOR PLAN B C PROJECT SKYWAY COTTAG E 1 SCALE: 1/2” = 1’ DATE Apri l 10, 2018 FIBERGLASS COMPOSITE SHINGLE ASSEMBLY COR-A-VENT (OR SIMILAR) SMALL HOUSE CATALOG, LLC CONTINUOUS RIDGE VENTING

1574 GULF ROAD #207 POINT ROBERTS, WA 98281

(619) 787-9272

DRAFTED BY SHAWN A. DEHNER FOR SMALL HOUSE CATALOG, LLC

SHAWN @ SMALLHOUSECATALOG.COM

OWNER CONTACT

4X8 DF#2 BEAM PER IRC TABLE R602.7(3) 8"

SIMPSON STRONG-TIE HU68 FACE-MOUNT HANGER SIMPSON STRONG-TIE A33 ANGLE

SITE ADDRESS 11'-7 11'-7 1/16" 11'-7 11'-7 1/16"

HORIZONTAL HARDIBOARD®

PARCEL NO. 7'-2 7'-2 1/8"

LEGAL DESCRIPTION

SIMPSON STRONG-TIE ABU66 POST BASE 4"

30'-0" 12'-0" 8'-0" BUILDER CONTACT

STAMPS & SEALS ELEVATION 4 ELEVATION 2 -NORTH 4 SCALE: 1/4” = 1’ 2 SCALE: 1/4” = 1’

SKYLIGHTS (MINIMUM U=0.50 REQUIRED)

© SMALL HOUSE CATALOG, LLC - All Rights Reserved

4X8 DF#2 BEAM PER IRC TABLE R602.7(3)

SIMPSON STRONG-TIE SAFETY GLAZING REQ’D SIMPSON STRONG-TIE A33 ANGLE @ BATHROOM HU68 FACE-MOUNT HANGER 11'-7 11'-7 1/16" 11'-7 11'-7 1/16"

REVISION S

N O. DATE DESCRIP TION 7'-2 7'-2 1/8"

SIMPSON STRONG-TIE ABU66 POST BASE

8'-0" 20'-0" 18'-0" 12'-0" EL EVATIO NS

SHEET NO.

3 7

ELEVATION 3 ELEVATION 1 PROJECT SKYWAY COTTAG E 3 SCALE: 1/4” = 1’ 1 SCALE: 1/4” = 1’ DATE Apri l 10, 2018 2X6 STUD WALL WITH MINIMUM R-21 INSULATION

½” CDX SHEATHING ½” GYPSUM WALL BOARD

15# JUMBO-TEX HOUSE WRAP FOAM SLEEVE PIPE INSULATION CORK FINISH FLOOR INSULATES & ISOLATES WATER PIPES 1-IN THICK FIBERGLASS OR ROCKWOOL FROM SLAB & MECHANICAL DAMAGE WRAP-STYLE OR SITE-CUT INSULATION SMALL HOUSE CATALOG, LLC CARBONIC HEATING FILM 6X6 WESTERN RED CEDAR OR ISOLATES WASTE PIPES FROM SLAB CEMENTITIOUS SIDING PRESSURE TREATED POST UNDERLAYMENT (OKAY TO USE DF#2 IF UNDER ROOF) TAPER SLAB @ WALL 1574 GULF ROAD #207 4-IN CONCRETE SLAB WITH #4 REBAR POINT ROBERTS, WA 98281 TIED IN 12X12 GRID PATTERN 6-IN POST ⅝” X 10” (MIN. 7-IN EMBED) ANCHOR BOLT + (619) 787-9272 2-IN EPS (MINIMUM R-10) 3” X 3” BEARING PLATE & ⅝” NUT + WASHER SUBSLAB INSULATION SPACED @ 60-IN O.C. & WITHIN 12-IN FROM ENDS

TAPER SLAB OVER INSULATION EXISTING HOUSE WALL MINIMUM 4-IN PEA GRAVEL DRAFTED BY SHAWN A. DEHNER 1-#4 CONTINUOUS REBAR TIE PORCH SLAB TO HOUSE USING SIMPSON ABU66 ADJUSTABLE WITHIN 12-IN FROM TOP #4 REBAR @ 24-IN ON CENTER FOR POST BASE SMALL HOUSE CATALOG, LLC UNDISTURNED OR MECHANICALLY SHAWN @ SMALLHOUSECATALOG.COM 6” X 24” CONCRETE WALL COMPACTED EARTH

4-IN CONCRETE SLAB OWNER CONTACT 2-IN EPS (MINIMUM R-10) PERIMETER INSULATION EXTENDS TO FOOTING (2) #4 HORIZONTAL HOUSE FOUN DATION 4-IN GUTTER DRAIN TO SEWER REBAR @ FOOTING NOTE: NOTE: USE ALL WATER PEX SUPPLY LINES. NO USE ABS OR PVC PLASTIC WASTE LINES. NO 6” X 12” CONCRETE FOOTING FITTINGS PERMITTED BELOW SLAB. HOT-PIPE CLEAN-OUTS PERMITTED BELOW SLAB. SET INSULATION RECOMMENDED. CLOSET FLANGE @ FINISHED FLOOR HEIGHT 1'-0" AND ANCHOR DIRECTLY & SECURELY TO SLAB SITE ADDRESS

2-#4 REBAR CONTINUOUS 6" @ ALL FOOTINGS IF EXTERIOR INSULATION IS PRESENT

FRONTLINE (18” TYP.) 1'-0"

PARCEL NO.

SLAB WITH DEEP FOOTING INSULATED POST-TO-SLAB CONNECTION TURNED DOWN FOOTING SLAB TIED TO HOUSE FOUNDATION PLUMBING THROUGH SLAB LEGAL DESCRIPTION 4 SCALE: 1-1/2” = 1’ 3 SCALE: 1-1/2” = 1’ 2 SCALE: 3” = 1’

N BUILDER CONTACT SEE DETAIL 4/4

30'-0"

6-IN X 12-IN CONTINUOUS CONCRETE FOOTING 1 ½” ABS BATHROOM SINK 3"

6-IN X 24-IN CONCRETE WALL WITH ⅝” X 10” (MINIMUM 7” EMBEDDING) ANCHOR BOLTS WITH 3” X 3” BEARING PLATE + ⅝” NUT & WASHER @ 60-IN O.C. & WITHIN 12-IN OF ENDS STAMPS & SEALS 1'-6" 2-IN R-10 EPS PERIMETER INSULATION EXTENDS TO FOOTING 2'-0" 3'-8 3'-8 1/8" 4'-3 4'-3 3/4"

3” ABS W.C. 2” ABS TUB + SHOWER 4'-6 4'-6 15/16" 5'-6"

8'-2 1/4"

PLUMBING END CONDITION 5 PER IRC FIGURE R602.10.7 VERIFY ALL FIXTURES TO BE SURE REQUIRES (2) HOLD DOWN ANCHORS LOCATION MARKS WILL WORK. PER TABLE R602.10.6.1. USE 32” X 96” ABW PER IRC FIGURE R602.10.6.1 ADJUST DIMENSIONS AS NEEDED OR & TABLE R602.10.5. 1 ½” ABS KITCHEN DESIRED 3" 4-IN CONCRETE SLAB WITH #4 REBAR TIED IN 12” X 12” GRID PATTERN MINIMUM 6-MIL CONCRETE RATED VAPOR BARRIER 12'-0" MINIMUM 2-IN EPS R-10 SUB-SLAB INSULATION MINIMUM 2-IN EPS R-10 PERIMETER INSULATION 4-IN PEA GRAVEL UNDISTURBED OR MECHANICALLY COMPACTED EARTH 2” ABS LAUNDRY

8'-5 7/8"

© SMALL HOUSE CATALOG, LLC - All Rights Reserved

6'-6" 6-IN X 12-IN INTEGRAL FOOTING REQ’D FOR SHEAR WALL FOR 6-IN REQ’D X 12-IN FOOTING INTEGRAL 20'-0" 18'-3 3/4" 11'-8 1/4"

CL

18'-0"

REVISION S 4-IN CONCRETE SLAB WITH TURNED DOWN FOOTING MINIMUM 6-MIL CONCRETE RATED VAPOR BARRIER N O. DATE DESCRIP TION 4-IN PEA GRAVEL 8'-0" UNDISTURBED OR MECHANICALLY COMPACTED EARTH

SEE DETAIL 3/4 FOR PORCH FOOTING + SLAB TURNED DOWN FOOTING TO BELOW FROSTLINE (18” TURNED FROSTLINE TYP.) TO BELOW DOWN FOOTING

SIMPSON STRONG-TIE ABU66 POST BASE + 6X6 W.R.C OR P.T. PORCH POST TURN ED DOWN FOOTIN G TO BELOW FROSTLIN E (18” TYP .)

8'-0" 12'-0" FOUNDATION

SHEET NO.

4 7

FOUNDATION PLAN PROJECT SKYWAY COTTAG E 1 SCALE: 1/2” = 1’ DATE Apri l 10, 2018 ROOD ASSEMBLY

5/8” CDX SHEATHING SMALL HOUSE CATALOG, LLC

1574 GULF ROAD #207 POINT ROBERTS, WA 98281

1-IN AIR GAP (619) 787-9272

PROVIDE VENTS DRAFTED BY SHAWN A. DEHNER FOR SMALL HOUSE CATALOG, LLC

SHAWN @ SMALLHOUSECATALOG.COM

OWNER CONTACT

CONTINUOUS FASCIA

SITE ADDRESS 2X6 STUD WALL WITH TOP CHORD SHEATHING & SIDING MATERIAL (MAX. 24-IN TYPICAL)

PARCEL NO.

TYPICAL TRUSS-TO-WALL CONNECTION VENTILATED SOFFIT FINISHED ROOF PLAN LEGAL DESCRIPTION 3 SCALE: 1” = 1’ 2 SCALE: 1/8” = 1’

N 2X6 OR 2X8 FLY RAFTER BUILDER CONTACT TRUSS-TO-WALL CONNECTION DETAIL @ 3/5

OVERHANG OVERHANG 1'-4" 1'-0"

2X6 OR 2X8 FLY RAFTER 1'-0" STAMPS & SEALS

WALL BELOW

1-2X8 DF#2 HEADER DF#2 1-2X8 1-2X8DF#2HEADER

WALL BELOW OVERHANG

VENTED RIDGE (COR-A-VENT®) 1-2X8 DF#2 HEADER

1'-4"

SKYLIGHT SKYLIGHT

© SMALL HOUSE CATALOG, LLC - All Rights Reserved PREFABRICATED “W” / FINK STYLE TRUSSES @ 30 TYPICAL PSF) 24”(SNOW LOAD: O.C.,

VENTED RIDGE OVERHANG 1-2X8 DF#2 HEADER 1-2X12 DF#2 HEADER

OVERHANG 1'-0"

4X6 DF#2 POST

4X8 DF#2 BEAM BELOW PREFABRICATED “W” / FINK STYLE TRUSSES @ 24” O.C., TYPICAL (SNOW LOAD: 30 PSF)

PORCH

2X6 OR 2X8 HIP ROOF FLY RAFTER

1-2X8 DF#2 HEADER DF#21-2X8 REVISION S

1’-0” 4X8 BEAM DF#2 N O. DATE DESCRIP TION

ENGINEERING OVERHANG AN ENGINEERED TRUSS PLAN SHALL ACCOMPANY THIS PLAN AT ALL TIMES

6X6 POST 4X8 DF#2 BEAM 1-2X8 DF#2 HEADER

OVERHANG 1'-0"

1’-4” OVERHANG RO O F FRAMING PLANS

2X6 OR 2X8 HIP ROOF FLY RAFTER

4X8 DF#2 BEAM BELOW SHEET NO. 2X6 OR 2X8 FLY RAFTER 5 7

ROOF FRAMING PLAN PROJECT SKYWAY COTTAG E 1 SCALE: 1/2” = 1’ DATE Apri l 10, 2018 TOP PLATE

2X4 OR 2X6 STUD CRIPPLE ½” GYPSUM WALL BOARD, PAINTED ½” GYPSUM WALL BOARD WITH VAPOR RETARDER PAINT SMALL HOUSE CATALOG, LLC ACOUSTICAL INSULATION 2X6 STUD MINIMUM R-21 CAVITY INSULATION 1574 GULF ROAD #207 POINT ROBERTS, WA 98281 PLATE-TO-HEADER CONNECTION PER IRC SECTION R602.7.1 (619) 787-9272

DRAFTED BY SHAWN A. DEHNER 4” RIGID BOARD INSULATION (R-20 EPS OR R-26 THERMAX®) FOR SMALL HOUSE CATALOG, LLC

SHAWN @ SMALLHOUSECATALOG.COM 4"

OWNER CONTACT

½” GYPSUM WALL BOARD, PAINTED ½” CDX PLYWOOD SHEATHING PLATE-TO-HEADER CONNECTION PER IRC SECTION R602.7.1 SIDING

SITE ADDRESS

JACK STUD

PARCEL NO.

TYPICAL INTERIOR WALL WITH ACOUSTICAL INSULATION TYPICAL 2X6 EXTERIOR WALL WITH ½” CDX + ½” GYPSUM WALL BOARD SINGLE MEMBER HEADER IN EXTERIOR WALL PER IRC FIGURE R602.7.1(1) LEGAL DESCRIPTION 4 SCALE: 3” = 1’ 3 SCALE: 3” = 1’ 2 SCALE: 3” = 1’

BUILDER CONTACT

FIBERGLASS COMPOSITE SHINGLE ROOF ASSEMBLY WITH VENTED RIDGE + EAVES 30# ROOFING FELT ⅝” CDX ROOF SHEATHING PREFABRICATED ROOF TRUSSES @ 24” O.C., TYPICAL STAMPS & SEALS (MINIMUM R-49 INSULATION) ½” GYSPUM CEILING BOARD WITH LEVEL 4 FINISH LISTED NON-TOXIC/ZERO-VOC LATEX VAPOR-RETARDING PAINT

ADD FLASHING PER SKYLIGHT MANUFACTURER’S INSTRUCTIONS

VENTED RIDGE (COR-A-VENT®, E.G)

T.O. ROOF FROM WALL PLATE

ATTIC 2'-11 2'-11 15/16"

T.O.WALL FROM GRADE +8’-7 ⅛” LEAVE MINIMUM 1-IN AIRGAP 4X8 PORCH BEAM INSULATE ALL EXTERIOR HEADERS

HORIZONTAL CEMENTITIOUS (HARIBOARD®, E.G.) SIDING COVERED

15# JUMBO-TEX PAPER © SMALL HOUSE CATALOG, LLC - All Rights Reserved ½” CDX PLYWOOD GREAT ROOM PORCH 2X6 DF#2 STUDS @24” O.C. (MINIMUM R-21 CAVITY INSULATION) ½” GYPSUM WALL BOARD POCK DOOR SHOWN LISTED NON-TOXIC/ZERO-VOC VAPOR RETARDING PAINT 8'-1 8'-1 1/8" 8’-0 FINISH 8’-0 HEIGHT EXPECTED”

LAMINATE FINISH FLOOR OVER P.T. BOTTOM PLATE CARBONIC HEAT MAT 6"

⅝” X 10” ANCHOR BOLT 4-IN CONCRETE SLAB + 2-IN R-10 EPS & 6-MIL VAPOR BARRIER 4-IN PORCH SLAB WITH TURNED-DOWN FOOTING 1-#4 REBAR WITHIN 4-IN PEA GRAVEL REVISION S 12-IN OF TOP OF WALL 6X12 INTEGRAL FOOTING

2'-0" N O. DATE DESCRIP TION 4-6” PEA GRAVEL

6" UNDISTURBED OR MECHANICALLY COMPACTED EARTH

2-#4 REBAR CONTINUOUS @ ALL FOOTINGS 1'-0"

SECTIO NS

SHEET NO.

6 7

TRANSVERSE BUILDING SECTION PROJECT SKYWAY COTTAG E 1 SCALE: 1/2” = 1’ DATE Apri l 10, 2018 SMALL HOUSE CATALOG, LLC

1574 GULF ROAD #207 POINT ROBERTS, WA 98281

(619) 787-9272

DRAFTED BY SHAWN A. DEHNER FOR SMALL HOUSE CATALOG, LLC

SHAWN @ SMALLHOUSECATALOG.COM

OWNER CONTACT

SITE ADDRESS

PARCEL NO.

LEGAL DESCRIPTION

BUILDER CONTACT

DOORS NOT SHOWN FOR CLARITY

MIRRORED WALL CABINET STAMPS & SEALS

SHELVES, OPTIONAL

48” VANITY

ELECTRIC TANK WATER HEATER 1'-6" 60” STANDARD TUB + SHOWER UNIT ELECTRIC TANK WATER HEATER

VENTLESS WASHER + DRYER COMBO STANDARD

BATHROOM VIEW © SMALL HOUSE CATALOG, LLC - All Rights Reserved 2 SCALE: 1/2” = 1’

3'-0" 1'-4" 3'-8" 1'-9" 1'-3" 2'-1 2'-1 1/8" 3'-0"

3'-0" REVISION S PANTRY PER WONER’S DESIGN N O. DATE DESCRIP TION

NOTE: CABINET DESIGN IS OFFERED AS A SUGGESTION. AND BATHROOMS ARE VENTED RANGE EXHAUST PERSONAL AND SHOULD BE MODIFIED TO SUIT. 1'-8" 1'-8" 6'-0" DRAWER DRAWERS DRAWERS

18” DISHWASHER 30” ELECTRIC 3'-0"

3'-0" RANGE INTERIOR VIEWS

SHEET NO. 3'-0" 1'-6" 3'-0" 1'-6" 2'-0" 11'-0" 7 7

KITCHEN VIEW PROJECT SKYWAY COTTAG E 1 SCALE: 1/2” = 1’ DATE Apri l 10, 2018