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HomeMy WebLinkAboutPLAN - 20-00907 - 9442 Rustlers Trl - New SFR Mechanical1 /8 " = 1 ' S C A L E C O V E R 1 R U S T L E R H I D E O U T B L O C K 1 L O T 8 D R A W N B Y : S T E V E J D A T E : 9 /1 5 /2 0 2 0 S H E E T N U M B E R © 2 0 2 0 1 3 3 3 O D Y S S E Y D R . I D A H O F A L L S , I D 8 3 4 0 1 (2 0 8 ) 2 0 6 -8 9 8 3 I N F O @ H O M E C U S T O M D E S I G N .C O M W W W .H O M E C U S T O M D E S I G N .C O M K E L L E Y , A U S T I N & A L I S E R e v i s i o n #: INDEX OF DRAWINGS TITLE SHEET COVER 1 SITE PLAN 2 MAIN FLOOR 3 FOUNDATION 4 ROOF PLAN 5 EXT. ELEVATIONS 6 EXT. ELEVATIONS 7 DOORS & WINDOWS 8 ELECTRICAL PLAN 9 ELECTRICAL PLAN 10 SECTION VIEWS 11 INT. ELEVATIONS 12 KELLEY, AUSTIN & ALISE RUSTLER HIDEOUT BLOCK 1 LOT 8 OWNER:KELLEY, AUSTIN & ALISE PROJECT:CUSTOM HOME ADDRESS:RUSTLER HIDEOUT BLOCK 1 LOT 8 LEGAL:LOT , BLK WATER: TBD SEWER: TBD DESIGNER: STEVE JOHNSEN HOME CUSTOM DESIGN BUILDER:TBD ENGINEERING:TBD SQUARE FOOTAGE THIS IS TO CERTIFY THAT THE OWNER HAS REVIEWED THESE DRAWINGS AND FINDS THEM ACCEPTABLE. REVIEWED AND APPROVED BY CLIENT SIGNATURE DATE MAIN UPPER (IF APPLICABLE) BASEMENT (IF APPLICABLE) GARAGE DECK PATIO PORCH COLD STORAGE 2195 ---- 2079 1464 499 501 306 285 MINIMUM SIZE OF CONCRETE FOOTINGS LOAD BEARING VALUE OF SOIL = 2000 PSF FOUNDATION WALL FOOTING WIDTH HEIGHT DEPTH WIDTH REINF. 6" OR 8" 4'-0" 8 16" (2) #4 8" 8'-0 10" 20" (3) #4 VERTICAL REINFORCEMENT (BAR SIZE & SPACING) #4 @ 24" O.C. #4 @ 16" O.C. #4 @ 15" O.C. #4 @ 10" O.C. HORIZONTAL REINFORCEMENT (BAR SIZE & SPACING) #4 @ 24" O.C. #4 @ 24" O.C. #4 @ 24" O.C. #4 @ 24" O.C. MAXIMUM UNSUPPORTED WALL HEIGHT (FEET) 4'-0" OR LESS 4'-0" TO 8'-0" 8'-0" TO 9'-0" 9'-0" TO 10'-0" ELECTRICAL NOTES 1 ALL ELECTRICAL WORK IS TO BE PERFORMED TO MEET ALL APPLICABLE CODES. 2 ALL FIXTURES ARE STANDARD INSTALLATION UNLESS OTHERWISE SPECIFIED. 3 METER BASE IS TO BE INSTALLED AT LOCATION REQUIRED BY LOCAL ELECTRICAL SERVICE PROVIDER. 4 MAIN PANEL IS TO BE INSTALLED IN MECHANICAL ROOM EXACT LOCATION TO BE DETERMINED ON SITE. VAPOR RETARDING CLASS I OR II VAPOR RETARDER'S ARE REQUIRED ON THE INTERIOR SIDE OF FRAME WALLS. CLASS I-SHEET POLYETHYLENE IMPERFORATED ALUMINUM FOIL. CLASS II - KRAFT-FACED FIBERGLASS BATTS (SEE 2015 IRC SECTION R702.7) CONTRACTOR NOTES 1 CONTRACTOR TO VERIFY ALL SITE DIMENSIONS, LOCATION, ETC. PRIOR TO CONSTRUCTION TO ENSURE THAT ALL INFORMATION WITHIN THIS PLAN SET CONFORMS TO EXISTING CONDITIONS, AND TO ENSURE COMPLIANCE OF LOCAL CODES AND ORDINANCES AS IT PERTAINS TO THE SITE LOCATION. 2 CONTRACTOR TO VERIFY THAT ALL BEAM/HEADER SIZES HAVE BEEN PROPERLY DETERMINED TO MATCH LOADING FOR THE AREA IN WHICH THIS STRUCTURE IS TO BE BUILT. REFER TO ENGINEERED ROOF TRUSS LAYOUT, AND ENGINEERED FLOOR JOIST LAYOUT FOR INFORMATION REGARDING STRUCTURALLY LOADING DATA USED TO DESIGN THIS STRUCTURE. (NOTE: THESE PLANS DO NOT PROVIDE THIS DATA AS IT IS PROVIDED BY THE DISTRIBUTORS OF THE RESPECTIVE ROOF TRUSS / FLOOR JOIST SUPPLIERS.) 3 CONTRACTOR TO LOCATE AND SUPPLY INFORMATION REGARDS TO ALL FOUNDATION VENTS AND ALL CRAWL SPACES. 4 CONTRACTOR TO VERIFY WITH IRC-2015 CHAPTER 4 FOR ALL FOUNDATION & FOOTING DESIGN REQUIREMENTS. 5 CONTRACTOR TO VERIFY ALL EXTERIOR MATERIALS, COLORS,TYPES, ETC.WITH OWNER PRIOR TO CONSTRUCTION 6 CONTRACTOR TO VERIFY LOCATION OF SOLID SURFACES THAT REQUIRE FOUNDATION ADJUSTMENTS. 7 CONTRACTOR TO VERIFY LOCATION OF ALL AREAS REQUIRING GLAZING WITH SAFETY MATERIALS. 8 CONTRACTOR TO VERIFY ALL EXTERIOR SIDING SYSTEMS THAT OWNER MAY SPECIFY. CONTRACTOR IS RESPONSIBLE FOR ALL MATERIAL DETAILS REGARDING PRODUCT SPECIFICATIONS, INSTALLATION, AND ENGINEERING DATA THAT MAY BE REQUIRED BY OWNER OR BUILDING DEPARTMENT WHEN OBTAINING PERMITS. TYPICALLY, GUARDIAN DRAFTING & DESIGN SERVICES DOES NOT PROVIDE HVAC, OR PLUMBING NOTES, LAYOUTS, ETC. CONTRACTOR IS RESPONSIBLE FOR THESE. THESE DRAWINGS AND SPECIFICATIONS CONSTITUTE A BUILDER'S SET. THEY ARE NOT COMPLETE IN DETAIL AND WILL REQUIRE COORDINATION BY OWNER AND CONTRACTOR TO ADDRESS CONSTRUCTION ISSUES AND DECISIONS PENDING AT ISSUANCE OF DRAWINGS. THIS PLAN SET, COMBINED WITH THE BUILDING CONTRACT, PROVIDES BUILDING DETAILS FOR THE RESIDENTIAL PROJECT. THE CONTRACTOR SHALL VERIFY THAT SITE CONDITIONS ARE CONSISTENT WITH THESE PLANS BEFORE STARTING WORK. WORK NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED TO THE SAME QUALITY AS SIMILAR WORK THAT IS DETAILED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODES AND LOCAL CODES. CONTRACTOR SHALL BE RESPONSIBLE AND BEAR ANY FINES OR PENALTIES FOR CODE, ORDINANCE, REGULATION OR BUILDING PROCESS VIOLATIONS. INSURANCES SHALL BE IN FORCE THROUGHOUT THE DURATION OF THE BUILDING PROJECT. WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND GENERAL NOTES. THE ENGINEER/DESIGNER SHALL BE CONSULTED FOR CLARIFICATION IF SITE CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN SHOWN, IF DISCREPANCIES ARE FOUND IN THE PLANS OR NOTES, OR IF A QUESTION ARISES OVER THE INTENT OF THE PLANS OR NOTES. CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH OPENINGS). ALL TRADES SHALL MAINTAIN A CLEAN WORK SITE AT THE END OF EACH WORK DAY. PLEASE SEE ADDITIONAL NOTES CALLED OUT ON OTHER SHEETS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT AND PROPERTY OF GUARDIAN HOMES LLC.,DEVELOPED FOR THE EXCLUSIVE USE OF GUARDIAN HOMES LLC.USE OF THESE DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE WRITTEN PERMISSION OF GUARDAIN HOMES LLC. IS PROHIBITED AND MAY SUBJECT YOU TO A CLAIM FOR DAMAGES. HOMEOWNER & CONTRACTOR: TO VERIFY ALL DIMENSIONS,STRUCTURAL DETAILS, AND BUILDING CODES, AND GRADE REQUIREMENTS. THE INCLUDED TEXT IS PROVIDED FOR THE CONTRACTOR'S CONVENIENCE. ALL TEXT AS FOUND IN THE IRC- 2015 CODES SHALL OVERRIDE ANY TEXT WITHIN THESE PLANS IF THERE IS A CONFLICT. ANY NOTATION INCLUDED WITH THESE DRAWINGS THAT ARE PROVIDED BY AN ARCHITECT OR STRUCTURAL ENGINEER, SHALL TAKE PRIORITY OVER ANY TEXT PRINTED WITHIN THESE DRAWINGS. NOTES: 1 ALL DIMENSIONS FOR EXTERIOR WALLS ARE 2 MEASURED FROM OUTSIDE OF STUD. 3 UNLESS OTHERWISE SPECIFIED ALL DIMENSIONS 4 ARE MEASURED FROM STUD TO STUD. 5 UNLESS OTHERWISE SPECIFIED ALL ANGLES 6 ARE 45 DEGREES 7 UNLESS OTHERWISE SPECIFIED ALL WINDOW 8 HEADERS ARE TO BE AT APPROX 6'-8" ABOVE FLOOR. 8" REINFORCED CONCRETE FOUNDATION WALLS * (REFERENCE TABLE R404.1.2(3) 2015 IRC) NOTE: THIS REINFORCING IS FOR THE MOST COMMON SITUATIONS BASED ON NOTED CRITERIA. THE CONTRACTOR IS RESPONSIBLE FOR REFERENCING THE CODE AS NEEDED FOR EACH PROJECT. THIS TABLE IS BASED ON INFORMATION IN THE 2015 IRC SECTION R400. MINIMUM LOCAL EXHAUST RATES (REFERENCE 2015 IRC M1507.4) KITCHEN - 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS BATHROOMS - MECHANICAL EXHAUST CAPACITY 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS CONTRACTOR AND/OR ELECTRICAL SUB-CONTRACTOR TO INDICATE EXACT LOCATION OF FAN UNITS IF NOT ALREADY INDICATED ON THE PLAN SET. REFERENCE SECTION M1507 FOR WHOLE-HOUSE MECHANICAL VENTILATION REQUIREMENTS. PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS (2015 IRC TABLE R401.4.1) CRYSTALLINE BEDROCK 12,000 PSF SEDIMENTARY AND FOLIATED ROCK 4,000 PSF SANDY GRAVEL AND/OR GRAVEL 3,000 PSF (GW AND GP) SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL, AND CLAYEY GRAVEL 2,000 PSF (SW, SP, SM, SC, GM, & GC) CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT AND SANDY SILTY 1,500 PSF (CL, ML, MH, CH) *** THIS TABLE IS BASED ON THE FOLLOWING REQUIREMENTS: A SOIL CLASSES: GM, GC, SM, SM-SC & ML DESIGN LATERAL SOIL: 45 PSF (PER FOOT OF DEPTH) B TABLE VALUES ARE BASED ON REINFORCING BARS WITH A MINIMUM YIELD STRENGTH OF 60,000 PSI (420 MPA), CONCRETE WITH A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2,500 PSI AND VERTICAL REINFORCEMENT BEING LOCATED AT THE CENTERLINE OF THE WALL. (SEE 2015 IRC SECTION R404.1.3.3.7.2) C WHERE WALLS WILL RETAIN 4 FEET OR MORE OF UNBALANCED BACKFILL, THEY SHALL BE LATERALLY SUPPORTED AT THE TOP AND BOTTOM BEFORE BACKFILLING. D SEE SECTION R404.1.3.2 FOR MINIMUM REINFORCEMENT REQUIRED FOR BASEMENT WALLS SUPPORTING ABOVE- GRADE CONCRETE. GENERAL NOTES THE FOLLOWING INFORMATION ARE FOR CODE COMPLIANCE. ANY LOCAL CODES, SPECIFICATION BY AN ENGINEER OR ARCHITECT SUPERSEDE THIS INFORMATION. 1 HEATING AND COOLING EQUIPMENT AND APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURE'S INSTALLATION INSTRUCTIONS AND THE REQUIREMENTS IN THE 2015 IRC CHAPTER 14. 2 CLOTHES DRYER TO BE EXHAUSTED IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS. EXHAUST DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING. EXHAUST DUCT LENGTH AND INSTALLATION TO MEET THE REQUIREMENTS IN 2015 IRC SECTION M1502. 3 DWELLING UNIT BEDROOMS FOR ALL 125-VOLT BRANCH CIRCUITS FOR 15 & 20 AMP RECEPTACLE OUTLETS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER. 4 A 22 " X 30" ATTIC SPACE ACCESS POINT IS REQ'D. IF THE PLANS DO NOT SPECIFY A LOCATION, THE CONTRACTOR IS TO LOCATE IT. (2015 IRC R807.1) 5 A 18" X 24" CRAWLSPACE ACCESS POINT IS REQ'D IF A CRAWLSPACE EXISTS. IF THE PLANS DO NOT SPECIFY A LOCATION THE CONTRACTOR IS TO LOCATE IT. (REFERENCE 2015 IRC, R408.4) 6 BUILDINGS WITH A CRAWL SPACE SHALL HAVE FOUNDATION VENTS THAT COMPLY WITH SECTION R408 OF THE 2015 IRC 7 PROVIDE FLOOR AND/ OR LANDING ON EACH SIDE OF EXTERIOR DOORS. THE WIDTH OF THE LANDING SHALL NOT BE LESS THAN THE WIDTH OF THE STAIRWAY OR DOOR SERVED. MINIMUM OF 36" IN THE DIRECTION OF TRAVEL IS REQUIRED. A STEP OF 7 3/4" IS ALLOWED AT NON- EGRESS EXTERIOR DOORS PROVIDED THE DOOR DOES NOT SWING OVER THE STEP. (REFERENCE 2015 IRC R311.3) 8 GRADE AWAY FROM FOUNDATION WALLS SHALL FALL AT A MINIMUM OF 6" WITHIN THE FIRST 10 FEET (R401.3) 9 BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. (2015 IRC R404.1.7) 10 FLASHING SHALL BE INSTALLED IN SUCH A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS, AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. (R903.2) 11 AN ICE BARRIER CONSISTING OF AT LEAST TWO LAYERS UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF- ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. (R905.2.7.1) 12 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. HABITABLE ROOMS ABOVE THE GARAGE SHALL HAVE A MIN. OF 5/8" TYPE X GYPSUM BOARD. (REFERENCE IRC R302.6) GUARDS & HANDRAILS 1 HANDRAILS SHALL BE BETWEEN 34"-38" IN HEIGHT MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING. 2 HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE STAIRS. (SEE CODE FOR EXCEPTIONS) 3 GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30" ABOVE LEVEL BELOW. 4 GUARD HEIGHT SHALL NOT BE LESS THAN 36". 5 GUARD RAIL SHALL HAVE INTERMEDIATED RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER. 6 TRIANGLE OPENING FORMED BY THE RAISER, TREAD AND BOTTOM RAIL SHALL BE SUCH THAT A SPHERE 6" DIAMETER CANNOT PASS THROUGH. 7 GUARD RAIL SHALL NOT BE CONSTRUCTED WITH HORIZONTAL RAILS OR OTHER ORNAMENTAL PATTERN THAT RESULTS IN A LADDER EFFECT. 8 HANDRAILS SHALL HAVE A CIRCULAR CROSS SECTION OF 1 1/4" MIN. - 2 " MAX. OR EQUIVALENT. 9 IF HANDRAIL IS NOT CIRCULAR, SEE SECTION R311.7.8.3 FOR GRIP SIZE OPTIONS.(REFERENCE 2015 IRC R311 & R312) MINIMUM INSULATION R-VALUE (CLIMATE ZONE 6) CEILING R-49 WALLS R-20+5/13+10 FLOORS R-30 BASEMENT R-15/20 (SEE 2015 IRC TABLE N1102.1.1) CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE DESIGNER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. TYPICAL INTERIOR WALL REFERENCE IRC-2015 SECTION R601-R610. 2X4 STUDS FRAMED @ 16" O.C. WITH (2) 2X4 TOP PLATES WITH (1) 2X4 BOT. PLATE WITH 1/2" DRYWALL BOTH SIDES TAPED AND PREPPED FOR INTERIOR FINISHES FLOOR FRAMING BY OTHERS U.N.O. ROOF FRAMING BY OTHERS U.N.O. POST AND BEAM SYSTEM 1 FOUNDATION SYSTEM: 12" DIA CONCRETE PIER W/ (6) #4 VERT. REBAR OVER 24"X24"X10" CONCRETE FTG WITH (3) #4 E.W. OVER UNDISTURBED SOIL (CONTRACTOR TO VERIFY FOOTING SIZE AND LOADING PRIOR TO CONSTRUCTION.) 2 EXTERIOR DECK SYSTEM: A 2X10 TREATED LEDGER BOARD SECURED TO STRUCTURE B 2X10 TREATED RIM BOARD SECURED TO POST SYSTEM C 2X10 TREATED DECK JOISTS @ 16" O.C. (TO BE VERIFIED BY CONTRACTOR). D 2X TREATED DECKING OVER 2X10 TREATED DECK JOISTS (SECONDARY SPAN SUPPORT IF REQ'D TO BE SPEC. BY CONTRACTOR). E DECK RAILING SYSTEM IF PRESENT SHALL MEET CURRENT BUILDING CODES FOR VERT AND HORIZ LOADING. 3 ROOF SYSTEM: A RAFTERS OVER BEAM B 4X4 POST WITH SIMPSON POST CAP & POST STIRRUP (OR EQUAL) CONTRACTOR TO VERIFY WITH OWNER PRIOR TO CONSTRUCTION LOCATION OF ALL DECK LOCATIONS, IF ANY. CONTRACTOR TO PROVIDE DETAILS ON ALL ASPECTS OF ANY INCLUDED DECK SYSTEM, AND LOCATION OF REQUIRED BEARING SYSTEM. ABOVE IS PROVIDED AS "TYPICAL" CONSTRUCTION SMOKE ALARM IF NOT ALREADY INDICATED ON PLAN, CONTRACTOR AND/OR ELECTRICAL SUB- CONTRACTOR SHALL INDICATE ON PLANS THE LOCATION OF ALL SMOKE ALARMS. SMOKE ALARMS ARE REQUIRED IN EACH SLEEPING ROOM, OUTSIDE EACH SLEEPING AREA, AND ON EACH LEVEL OR STORY OF THE STRUCTURE. ALL SMOKE ALARMS TO BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS. SMOKE ALARMS ARE REQUIRED TO BE WIRED TO THE PRIMARY POWER SOURCE AND HAVE BATTERY BACKUP. (REF. 2015 IRC R314) MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE. (2015 IRC TABLE R402.2) BASEMENT WALLS, FOUNDATION AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER. 2,500 PSI BASEMENT WALLS, FOUNDATION WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER. 3,000 PSI BASEMENT WALLS, FOUNDATION WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER. 3,000 PSI BASEMENT EGRESS WINDOW (REFERENCE IRC 2015 R310.2) 1 ALL EGRESS WINDOWS WHICH HAVE THEIR FINISHED SILL HEIGHT BELOW ADJACENT GRADE LEVEL, SHALL BE PROVIDED WITH A WINDOW WELL THAT MEETS OR EXCEED THE FOLLOWING CODE REQUIREMENTS: A THE MIN. HORIZ. AREA OF THE WINDOW WELL SHALL BE (9) SQ. FT. B A MINIMUM HORIZONTAL PROJECTION & WIDTH OF 36" 2 ALL EGRESS WINDOW WELLS THAT HAVE A VERTICAL DEPTH OF GREATER THAN 44" BELOW ADJACENT GRADE, MUST INCLUDE EITHER AN APPROVED LADDER SYSTEM (SECURELY MOUNTED TO STRUCTURE), OR AN EXEMPTED STAIR SYSTEM (MIN. 3" TREAD, MAX.18" RISER, 12" MIN. WIDTH). A LADDER MAY ENCROACH A MAXIMUM OF 6" INTO THE NET CLEAR AREA OF 9 SP. FT. 1 /8 " = 1 ' S C A L E S I T E P L A N 2 R U S T L E R H I D E O U T B L O C K 1 L O T 8 D R A W N B Y : S T E V E J D A T E : 9 /1 5 /2 0 2 0 S H E E T N U M B E R © 2 0 2 0 1 3 3 3 O D Y S S E Y D R . I D A H O F A L L S , I D 8 3 4 0 1 (2 0 8 ) 2 0 6 -8 9 8 3 I N F O @ H O M E C U S T O M D E S I G N .C O M W W W .H O M E C U S T O M D E S I G N .C O M K E L L E Y , A U S T I N & A L I S E R e v i s i o n #: N 7 5 ' 100' 6 9 '-5 1 /2 " 212' B E N C H D E S K H U S T L E R H I D E O U T D I V . 1 B L O C K 1 L O T 8 M A D I S O N C O U N T Y , I D A H O Z O N I N G - R P R U S T L E R 'S T R A I L 4 7 0 S Q F T 3 ,1 4 3 S Q F T 1 "=2 0 ' S C A L E 1 /8 " = 1 ' S C A L E M A I N F L O O R 3 R U S T L E R H I D E O U T B L O C K 1 L O T 8 D R A W N B Y : S T E V E J D A T E : 9 /1 5 /2 0 2 0 S H E E T N U M B E R © 2 0 2 0 1 3 3 3 O D Y S S E Y D R . I D A H O F A L L S , I D 8 3 4 0 1 (2 0 8 ) 2 0 6 -8 9 8 3 I N F O @ H O M E C U S T O M D E S I G N .C O M W W W .H O M E C U S T O M D E S I G N .C O M K E L L E Y , A U S T I N & A L I S E R e v i s i o n #: DN 3040FX 3 0 6 8 6080 6 6 1 0 0 5050LS 1 8 0 8 0 1 8 0 8 0 5050LS 3080 3 6 6 0 S H 3 6 6 0 S H 2 6 6 8 66100100100 3660SH 3660SH 3660SH 3660SH 2660SH 2660SH 4040FX 3 0 8 0 3068 2 4 6 8 2020FX2020FX 1 0 0 1 0 0 3080 3 0 6 8 2 4 6 8 2668 1 0 0 8 0 2468 2668 4068 3040SH 4 0 4 0 F X 3 0 4 0 S H 3 0 4 0 F X 6066RS 6080 6066LS 2050FX3050FX2050FX 6 0 6 8 2 6 6 8 UP DN 11 22 BB AA CC DD II KK JJ LL MM OO FF HH GG EE N.1N.1 N.2N.2 NN N.3N.3 PP O2O2 6'11'-4"17'-4"5'-3"2'-9 1/2"2'-3"10'-9 1/2"2'-8 1/2"4'-9"4'4'4'4'-9" 7'-3"7'-3"6'-3"6'-11"4'-1"3'-9 1/2"7'-2 1/2"6'-9"14'-4"3'3'14'-4" 34'-8"9'-4"14'-6"13'-2"7'-10 1/2"13'-11 1/2" 105'-6" 2'-4"4'-3"2'-9" 9'-4" 6'6' 12' 4 '-4 1 /2 " 3 '-1 1 1 /2 " 2 '-3 1 /2 " 9 '-3 1 /2 " 1 2 '-1 " 3 '-6 " 6 ' 8 '-4 " 1 1 '-7 " 1 5 '-7 " 5 4 '-6 " 4 ' 1 6 ' 1 0 ' 2 ' 3'-5 1/2"3'-3 1/2" 6'-9"3'-6"15'-9"21'-6"13'-6"8'-0 1/2"1'-9 1/2"34'-8" 105'-6" 6'-9"6'-9" 13'-6" 1 2 ' 2 0 ' 1 2 ' 4 4 ' 5 ' 4 '-6 " 4 ' 1 3 '-6 " 7 ' 4 '-6 " 4 '-6 " 9 ' 8" 1 0 '-5 1 /2 " 5 '-9 1 /2 " 5 '-3 1 /2 " 4 '-5 1 /2 " 8" 5'-5 1/2"4'-8 1/2"2'-4" 6" 3 '-3 1 /2 " 4 '-2 1 /2 " 2 '-3 " 5 '-9 1 /2 " 4 '-2 " 9 '-6 " 4'-2"4'3'-4 1/2" 4 '-8 " 2'-3 1/2" 3 '-9 " 6 ' 3 '-9 " 6 '-1 1 /2 " 3 '-9 1 /2 " 5 '-8 " 7 '-4 1 /2 " 4 '-2 1 /2 " 3 '-9 " 4 '-7 " 3'-6"6'-9" 4'-5 1/2"9'-3 1/2"3'9'-3" 4 '-1 " 3 '-3 1 /2 " 1 5 '-7 " 3 '-9 " 7'-10 1/2" 1'-6 1/2"2'-3 1/2" 10'-1 1/2" 13 1/2 FT X 22 FT 286 SQ FT 12 FT X 7 FT 83 SQ FT 7 1/2 FT X 14 FT 109 SQ FT 12 FT X 5 1/2 FT 65 SQ FT 8 1/2 FT X 11 FT 106 SQ FT 33 1/2 FT X 43 1/2 FT 1464 SQ FT 21 FT X 17 1/2 FT 365 SQ FT 5 FT X 5 FT 24 SQ FT 14 FT X 22 1/2 FT 499 SQ FT 13 1/2 FT X 14 FT 183 SQ FT 9 1/2 FT X 9 1/2 FT 91 SQ FT 35 1/2 FT X 8 1/2 FT 306 SQ FT 15 FT X 14 1/2 FT 237 SQ FT 13 FT X 10 FT 132 SQ FT 2195 SQ FT 3 F T X 5 1 /2 F T 1 7 S Q F T 13 1/2 FT X 7 1/2 FT 88 SQ FT 9 1/2 FT X 14 1/2 FT 117 SQ FT OFFICE LIVING AREA GARAGE DECK MUD ROOM KITCHEN B E N C H LAUNDRY CLOSET MASTER BATH DESK MASTER BDRM GREAT ROOM S H O W E R DINING ENTRY HALLHALL PORCH POWDER 2030FX2030FX2030FX ATTIC FLOOR PLAN NOTES: ALL EXTERIOR DIMENSIONS ARE TO THE MAIN LAYER. DIMENSIONS TO OPENINGS ARE TO THE CENTER OF THE OPENING. INTERIOR DIMENSIONS ARE TO THE MAIN WALL LAYER. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND IS RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH OPENINGS). INSPECTION NOTES: 1. PROVIDE SPECIAL INSPECTION, SPECIAL TESTING, REPORTING AND COMPLIANCE PROCEDURES ACCORDING TO THE LOCAL BUILDING CODE. 2. SPECIAL INSPECTOR QUALIFICATIONS: DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION IN QUESTION. PRIOR TO THE BEGINNING OF CONSTRUCTION, REVIEW THE SPECIAL INSPECTION REQUIREMENTS WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, GENERAL CONTRACTOR AND SPECIAL INSPECTORS. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: A. OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. BRING DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR BUILDING OFFICIAL. B. FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, GENERAL CONTRACTOR AND OWNER IN A TIMELY MANNER. C. SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. 3. DUTIES OF THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO: A. NOTIFY SPECIAL INSPECTOR THAT WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE THE INSPECTION IS REQUIRED. B. MAINTAIN ACCESS TO WORK REQUIRING SPECIAL INSPECTION UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE. D. MAINTAIN JOB-SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. FRAMING NOTES: ALL DIMENSIONAL LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 AND LARGER LUMBER SHALL BE DOUGLAS FIR NO.1 OR BETTER, UNO. I-JOISTS AND LVL MEMBERS MUST BE INSTALLED IN COMPLIANCE WITH THEIR LISTINGS. ALL TRUSSES SHALL BE ENGINEERED AND STAMPED WITH A SEPARATE ENGINEERED DOCUMENT. PRE-MANUFACTURED WOOD JOISTS & TRUSSES SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUSS / JOIST COMPANY. NO MEMBERS SHALL BE MODIFIED AND MUST BE INSTALLED IN COMPLIANCE WITH THEIR LISTINGS. PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS. MEMBERS AND BRIDGING SHALL BE CAPABLE OF RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS. THE MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF THE JOISTS & TRUSSES IN WRITING TO THE CONTRACTOR/ ENGINEER. PRE-MANUFACTURED WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF THE PROJECT, AND IS ENGINEER OR ICBO APPROVED. ALL JOISTS AND RAFTERS SHALL HAVE SOLID BLOCKING AT THEIR BEARING POINTS. CONNECT BLOCKING TO TOP OF WALL W/ SIMPSON FRAMING ANCHORS. ROOF JOIST TO HAVE HURRICANE CLIPS @ 48” O.C. OR SIMPSON H-1 HURRICANE CLIPS @ 24” O/C ALL WOOD & IRON CONNECTIONS MUST CARRY THE CAPACITY OF THE MEMBER. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONNECTIONS. IF OTHER THAN STANDARD CONNECTIONS ARE REQUIRED, CONTACT PROJECT ENGINEER FOR ASSISTANCE. USE SIMPSON OR OTHER ICC LISTED CONNECTIONS. ALL HANGERS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON Z-MAX HANGERS OR STAINLESS STEEL. HANGERS NOT SHOWN SHALL BE SIMPSON HU (OR EQUAL) OF SIZE RECOMMENDED FOR MEMBER. NAILS: ALL SHEAR WALL SHEATHING NAILS SHALL BE COMMON NAILS ALL FRAMING NAILS SHALL BE COMMON NAILS. OR HOT DIPPED GALVANIZED BOX NAILS. FRAMING NAILS SHALL BE PER IBC TABLE 2304.9.1 OR IRC TABLE R602.3(1). THRUST SHALL BE ELIMINATED BY THE USE OF COLLAR TIES OR CEILING JOISTS, WHERE REQUIRED. BEVELED BEARING PLATES ARE REQUIRED AT ALL BEARING POINTS FOR BCI & TJI RAFTERS. ALL COLUMNS SHALL EXTEND DOWN THRU THE STRUCTURE TO THE FOUNDATION. ALL COLUMNS SHALL BE BRACED AT ALL FLOOR LEVELS. COLUMNS SHALL BE THE SAME WIDTH AS THE MEMBERS THAT THEY ARE SUPPORTING. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2” THICK 2-M-W SHEATHING OR EQUAL W/ 8D COMMON NAILS @ 6” O.C. @ EDGES @ 12” O.C. IN FIELD, UNO. SHEATHING SHALL BE CONTINUOUS ACROSS ALL HORIZONTAL FRAMING JOINTS. ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. SHEATH ROOF PRIOR TO ANY OVER FRAMING. PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP-108 PERFORMANCE STANDARDS. UNO, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANELS ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. GLULAM BEAMS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT STANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER" AND AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, ATTIC 117. EACH MEMBER SHALL BEAR AN ATIC OR APA-EWS IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON (OR EQUAL). GLULAM BEAMS SHALL BE 24F-V4 DF/DF OR EQUAL FOR SIMPLE SPANS, AND 24F-V8 DF/DF FOR CONTINUOUS SPANS. “VERSA-LAM” & “MICRO-LAM MEMBERS SHALL BE GRADE 2.0 E. ANY WOOD IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL WOOD & IRON CONNECTORS SHALL BE INSTALLED W/ ALL REQUIRED FASTENERS IN COMPLIANCE W/ THEIR WRITTEN APPROVAL. ALL HANGERS TO BE “SIMPSON” OR EQUAL. TESTED AIR LEAKAGE: THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION. WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CUBIC FT/MIN. PER S.F. WHEN TESTED ACCORDING TO NFRC400 OR AAMA/WDMA/CSA 101.I.S.2/A440, AND LISTED AND LABLED BY THE MANUFACTURER. UNLESS NOTED OTHERWISE VIA TJXPERT LAYOUT, OR TRUSS LAYOUT, THE FOLLOWING HEADER LIST SHALL BE USED. HEADERS 4' OR LESS = 1 PLY 9.50 ML OR 2 PLY 2X10 DIM. LUMBER HEADERS 6' OR LESS = 2 PLY 9.50 ML HEADERS 8' OR LESS = 3 PLY 9.50 ML OR 2 PLY 11.88 ML HEADERS 10' OR LESS = 3 PLY 11.88 ML OR 2 PLY 14.OO ML HEADERS 10' OR MORE = REFER TO TJXPERT LAYOUT OR ENGINEER'S SPECS. CONTRACTOR TO ENSURE ALL SEIZMIC BRACING IS INSTALLED ON ALL HVAC, WH, WS, AND FUEL BURNING APPLIANCES. CONTRACTOR OR HVAC SUB-CONTRACTOR IS TO INDICATE LOCATION OF COMBUSTION AIR FOR ALL FUEL BURNING APPLIANCES. ALL NOTATIONS BY STRUCTURAL ENGINEER, EITHER ON THIS PLAN SET OR INCLUDED WITH THIS PLAN SET SHALL SUPERCEDE ANY PRINTED NOTATIONS WITHIN THIS PLAN SET. CONTRACTOR IS REPSONISBLE TO FOLLOW ALL DOCUMENTATION AS PROVIDED BY A STRUCTURAL ENGINEER. -- PROVIDE A MINIMUM OF 30" OF WORKING SPACE IN FRONT OF THE FURNACE AND A MINIMUM OF 3" ALONG THE SIDES AND BACK. ANY FURNACE LOCATED IN THE GARAGE IS REQUIRED TO BE PROTECTED FROM IMPACT. THE IGNITION SOURCE SHALL BE ELEVATED 18". -- THE MAXIMUM LENGTH OF CLOTHES DRYER EXHAUST VENT IS 25' A REDUCTION IN THE MAXIMUM LENGTH OF 2.5' FOR EACH 45°, AND 5.0' FOR EVERY 90° BEND SHALL APPLY. -- DWELLING UNIT BEDROOMS FOR ALL 125-VOLT BRANCH CIRCUITS FRO 15 & 20 AMP RECEPTACLE OUTLETS SHALL BE PROTECTED BY AND ARC-FAULT CIRCUIT INTERRUPTER. -- CONTRACTOR TO LOCATE THE 22" X 30" ATTIC SPACE ACCESS POINT. 30" MIN. HEAD ROOM. VAPOR RETARDING: CONTRACTOR MUST SPECIFY A VAPOR RETARDER ON ALL NON-VENTED "WARM-IN- WINTER" SIDE OF ALL FRAMED CEILINGS, WALLS, AND CRAWL SPACE FLOORS. CONTRACTOR MAY SPECIFY PLASTIC VAPOR BARRIER OR VAPOR RETARDER RATED PAINT. ALL BREACHES IN THE BARRIER SYSTEM TO BE CAULKED AND SEALED. NOTE: IF CODE APROVED VAPOR RETARDING SYSTEM IS INSTALLED IN CRAWL SPACE, VENTILATION REQUIREMENT IS 1 SU FT FO VENT PER 1500 SU FT OF AREA. (1'/1500'). MIN. 2 VENTS TO PROVIDE DIAGONAL CROSS VENTILATION. -- CONTRACTOR TO PROVIDE FLOOR AND/OR LANDING ON EACH SIDE OF EXTERIOR DOORS. THE WIDTH OF THE LANDING SHALL NOT BE LESS THAN THE WIDTH OF THE STAIRWAY OR DOOR SERVED. MIN. OF 36" IN THE DIRECTION OF TRAVEL IS REQUIRED. EXCEPTION: ACCESS BETWEEN INTERIOR ADN GARAGE SPACE DO NOT REQUIRE 36" LANDING. --HANDRAILS ARE REQUIRED ON ALL STAIRS OF 4 OR MORE RISERS. 36" MIN. HEIGHT GUARDRAILS ARE REQUIRED BY ANY AREA OF 30" OR GREATER HEIGHT FROM LOWER LEVEL. SPACING BETWEEN SPINDLES SHALL NOT EXCEED 4". -- CONTRACTOR TO LOCATE AND SUPPLY INFORMATION IN REGUARDS TO ALL FOUNDATION VENTS IN ALL CRAWL SPACES. CONTRACTOR TO LOCATE AND SPECIFIY SIZE OF CRAWL SPOACE ACCESS (MIN. 18" X 24"). CRAWL SPACE WNET REQUIREMENR: 1.00 SU FT PER 150.00 SU FT OF AREA. (1.00 SU FT PER 1500.00 SU FT IF CODE COMPLAINT VAPOR BARRIER SYSTEM INSTALLED). 1 /8 " = 1 ' S C A L E F O U N D A T I O N 4 R U S T L E R H I D E O U T B L O C K 1 L O T 8 D R A W N B Y : S T E V E J D A T E : 9 /1 5 /2 0 2 0 S H E E T N U M B E R © 2 0 2 0 1 3 3 3 O D Y S S E Y D R . I D A H O F A L L S , I D 8 3 4 0 1 (2 0 8 ) 2 0 6 -8 9 8 3 I N F O @ H O M E C U S T O M D E S I G N .C O M W W W .H O M E C U S T O M D E S I G N .C O M K E L L E Y , A U S T I N & A L I S E R e v i s i o n #: SS S S W H W H 4 0 4 0 L S 4050LS 3068 8068 3 6 6 0 S H 3 6 6 0 S H 4 0 5 0 L S 3030LS 3660SH 3660SH 3 6 6 0 S H 3660SH 4050LS 4050LS 2668 2668 5 0 6 8 5 0 6 8 2 6 6 8 50682668 2 4 6 8 2668 2 6 6 8 3 0 6 8 5068 2668 2668 5068 5 0 6 8 5 0 6 8 2 0 6 8 UP UP BEAM 11 22 RR QQ SS 4'-11"4'-11"6'28'-8"6'-9"7'-2" 5 '-8 " 5 '-7 1 /2 " 7'7' 34'-8"9'-4"14'35'-6" 105'-6" 5'-4"4' 9'-4" 12' 3 '-6 " 2 '-6 " 9 ' 6 ' 8 '-4 " 1 1 '-3 1 /2 " 2 '-3 1 /2 " 2 '-3 1 /2 " 1 1 '-3 1 /2 " 5 0 '-6 " 4 ' 5 ' 7 ' 5 ' 5 ' 1 0 ' 2 ' 7'6'-3"6'-2"6'-7" 13'-3"12'-9"7'-7"13'-11"13'-6"9'-10"34'-8" 105'-6" 4'-6"4'-6"4'-6" 13'-6" 1 2 ' 2 0 ' 1 2 ' 4 4 ' 5 ' 4 '-6 " 4 ' 1 3 '-6 " 9 ' 4'-9"5'-3 1/2"12'-11 1/2"2'-3 1/2"2'-7" 3 '-1 1 1 /2 " 5 '-3 1 /2 " 1 6 '-1 " 1 2 '-1 1 " 6 '-1 " 1 3 '-6 " 9 '-9 1 /2 " 5 '-4 1 /2 " 9'-4 1/2"7'-9"8'-6 1/2"4'-3 1/2"12'-4" 5 '-7 " 5 ' 2 '-3 1 /2 " 1 1 '-3 1 /2 " 2 '-3 1 /2 " 2 '-3 1 /2 " 8'-8 1/2"4'-0 1/2"4'-0 1/2"8'-6 1/2" 4 '-7 " 3 '-9 " 8'-5"3'-11" 34 FT X 8 1/2 FT 285 SQ FT 2079 SQ FT 7 1/2 FT X 4 1/2 FT 33 SQ FT 12 1/2 FT X 16 FT 200 SQ FT 32 1/2 FT X 16 1/2 FT 868 SQ FT 12 FT X 10 1/2 FT 128 SQ FT 12 FT X 10 1/2 FT 124 SQ FT 7 1/2 FT X 9 1/2 FT 69 SQ FT 11 1/2 FT X 11 FT 127 SQ FT8 FT X 10 FT 84 SQ FT 5 FT X 9 FT 60 SQ FT 9 FT X 15 FT 137 SQ FT 14 FT X 22 1/2 FT 501 SQ FT 4 1/2 FT X 5 FT 21 SQ FT LIVING AREA COLD STORAGE FAMILY BEDROOM 6 BEDROOM 5 BEDROOM 4 BEDROOM 3 BATH 2 BATH 3 SHOWER STUDY STORAGE CLOSETPATIO FOUNDATION NOTES 1.FOUNDATIONS TO BEAR A MINIMUM OF 24” BELOW FINISH GRADE 2.ALL ANCHOR BOLTS TO BE 5/8” DIA X 10 @ 32” O/C UNO. 3.ALL REINFORCING STEEL SHALL BE ASTM A-615, GRADE 60. 4.ALL REINFORCING STEEL TO OVERLAP A MINIMUM OF 24” FOR SPLICES. 5.PROVIDE CORNER BARS TO MATCH CONTINUOUS STEEL. 6.MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI AT 26 DAYS. MAXIMUM AGGREGATE SIZE IS 1”. MAXIMUM AIR ENTRAINMENT IS 3%. CEMENT SHOULD BE TYPE 1 OR 2. 7.SOIL BEARING CAPACITY ASSUMED TO BE 1500 PSF (UBC TYPE 4 SOIL). IF SOIL CONDITIONS VARY FROM THIS, THE PROJECT ENGINEER MUST BE NOTIFIED. ALL FOOTINGS MUST BEAR ON UNDISTURBED SOIL. ALL SLOPES MUST BE STABILIZED. 8.ADJACENT GROUND SURFACES SHALL BE SLOPED AWAY FROM STRUCTURE DRAINAGE OF SURROUNDING AREA SHALL ALSO BE PROVIDED TO PREVENT ACCUMULATION OF SOIL AND EROSION OF SOIL NEAR FOOTINGS. 9.UNIFORM SOIL CONDITIONS, MUST BE PROVIDED UNDER SLAB AND FOOTINGS. CUT/FILL OR NON-UNIFORM SOIL CONDITIONS SHOULD BE EXCAVATED AND REPLACED W/ UNIFORM ENGINEERED FILL MATERIAL TO MINIMIZE DIFFERENTIAL MOVEMENT. 10.THE TOPS OF FOUNDATION WALLS SHALL EXTEND 6” ABOVE THE ADJACENT FINISH GRADE 11.MINIMUM 18” CLEARANCE FOR WOOD JOIST GIRDERS REQUIRED IN THE CRAWL SPACE UNLESS TREATED WOOD IS USED THROUGHOUT FLOOR SYSTEM CONCRETE WALL INFO: DESIGN ASSUMES 3000 PSI CONC. ON ALL CONC. VERTICAL WALLS DESIGN ASSUMES 2500 PSI CONC. ON ALL INTERIOR SLAB ON GRADE DESIGN ASSUMES 3500 PSI CONC. ON ALL EXTERIOR SLAB ON GRADE ALL VERTICAL REINFORCEMENT MUST BE WITHIN THE TOP 12" OF WALL ONE (1) #4 HORIZ. REINF. BAR SHALL BE LOCATED WITHIN THE TOP 12" OF WALL AND AT MID HGT (<=8') OR 1/3 HGT (<8') (MAX. 48" O.C. VERTICAL.) FOOTING INFO: DESIGN ASSUMES 1500 PSF GROUND PRESSURE. CONTRACTOR TO PROVIDE GEOTECH INFO IF GREATER PSF VALUE IS TO BE USED. HORIZONTAL REINFORCEMENT: MIN. (2) HORIZ. #4 REBAR MIN 3" FROM BOTTOM OF FOOTING VERTICAL REINFORCEMENT: #4 REBAR @ MAX. 48" O.C. EXTEND TO WITHIN 3" OF BOTTOM OF FOOTING W/ STANDARD HOOK. EXTEND MIN. 14"INTO CONC. STEM WALL FOOTING SIZE: (W/H)SINGLE STORY TWO STORY THREE STORY STANDARD 16" X 8"20" X 10"22" X 11" W/ BRICK LEDGE 20" X 10"26" X 13"32" X 16" REBAR: WALLS HORIZ. #4 REBAR @ 2' O.C. VERT. #4 REBAR @ 2' O.C. FOOTINGS (2) #4 REBAR RUNNING THE LENGTH IN FOOTINGS FOUNDATION WALL: 2 X 4 TREATED SILL PLATE OVER FOAM SILL SEALER WITH 1/2" ANCHOR BOLTS @ MAX 72" O.C., (48" O.C. ON 2 STORY) 10" LONG, (MIN. 7" PENETRATION INTO FOUNDATION WALL.) WITH NUT AND 3" X 3" X 3/16 " SQUARE WASHER MAX. 12" FROM ALL CORNERS OR SPLICES MIN. (2) ANCHOR BOLTS PER SILL PLATE OVER CONCRETE FOUNDATION WALL SYSTEM W/ (2) #4 HOR. REBAR WITHIN TOP 12" OF WALL AND ALL VERT. REBAR WITHIN 5" OF SOIL SIDE OF WALL. CONTRACTOR TO VERIFY VERT. REBAR SIZE AND SPACING. WITH ASPHALT EMULSION ON EXTERIOR SIDE OVER CONCRETE FOOTING SYSTEM WITH MIN. OF (2) #4 HOR. REBAR @3" FROM BOTTOM OF FOOTING WITH #4 VERT. REBAR AT 48" O.C. WITH STD HOOK, STARTING AT 3" OF BOTTOM OF FOOTING AND EXTENDING MIN. 14" INTO CONC. WALL. CONTRACTOR TO VERIFY FOOTING WIDTH AND HEIGHT AS BASED ON WALL THICKNESS. SOIL PRESSURE, AND LOADING REQUIREMENTS. OVER UNDISTURBED SOIL: CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION ALL FOOTING SIZES, LOAD REQUIREMENTS, SOIL BEARING DATA, AND SE REQUIREMENTS. BACKFILL SHALL NOT BE PLACED AGAINST THE FOUNDATION WALL UNTIL WALL HAS SUFFICIENT STRENGTH AND BEEN EITHER ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY BACKFILL. 2014 R404.1.7 CONTRACTOR TO REFERENCE R401 - R408 OF THE IRC-2014 CODES FOR FURTHER DETAILS. DAMPPROOFING: AS PER R406.1 - CONCRETE FOUNDATION WALLS SHALL BE DAMPPROOFED FROM TOP OF FOOTING TO THE FINISHED GRADE. MASONRY NOTES 1.ALL CONCRETE MASONRY UNITS TO BE LAID IN CONFORMANCE WITH ASTM C90. 2.CONCRETE MASONRY UNITS TO BE LAID IN TYPE ‘S’ OR TYPE ‘M’ MORTAR IN A RUNNING BOND PATTERN. MORTAR, GROUT AND REINFORCEMENT TO BE IN COMPLIANCE WITH CURRENT CODES. 3.COMPRESSIVE STRESS OF GROUT TO BE: FM’=2500 PSI. ALL CELLS TO BE FULLY GROUTED. 4.ALL REINFORCING STEEL TO BE: ASTM-A-615, GRADE 60. BUILDING PERFORMANCE: 1. HEAT LOSS CALCULATIONS SHALL COMPLY WITH RESCHECK AND REQUIREMENTS OF LOCAL CODES. SEE CALCULATIONS. 2. PORCHES, DECKS, FOUNDATION AND GARAGE AREAS NOT INCLUDED IN LIVING AREA. 3. ALL EXHAUST FANS TO BE VENTED DIRECTLY TO THE EXTERIOR. ALL PENETRATIONS OF THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULK OR FOAM. 3. PROVIDE CRAWLSPACE VENTING TO MEET LOCAL CODE REQUIREMENTS INSULATE ALL ACCESS DOORS/ HATCHES TO CRAWL SPACES AND ATTICS TO THE EQUIVALENT RATING OF THE WALL, FLOOR OR CEILING THROUGH WHICH THEY PENETRATE, UNO. 4. INSULATE UNDER ALL CONCRETE SLABS WITH 2” RIGID INSULATION 5. MINIMUM INSULATION: ATTIC R-50 WALLS R-27 FLOORS R-19 1 /8 " = 1 ' S C A L E R O O F P L A N 5 R U S T L E R H I D E O U T B L O C K 1 L O T 8 D R A W N B Y : S T E V E J D A T E : 9 /1 5 /2 0 2 0 S H E E T N U M B E R © 2 0 2 0 1 3 3 3 O D Y S S E Y D R . I D A H O F A L L S , I D 8 3 4 0 1 (2 0 8 ) 2 0 6 -8 9 8 3 I N F O @ H O M E C U S T O M D E S I G N .C O M W W W .H O M E C U S T O M D E S I G N .C O M K E L L E Y , A U S T I N & A L I S E R e v i s i o n #: 9 : 1 2 3 : 1 2 9 : 1 2 9 : 1 2 9 : 1 2 9 : 12 9 : 12 9 : 1 2 9 : 12 9 : 12 3 : 1 2 9 : 12 9 : 12 3 : 1 2 ROOF FRAMING NOTES: HAND FRAME I-JOIST FRAMING FOR ROOF 1.FRAMING DRAWING IS FOR ILLUSTRATION ONLY. ALL JOISTS/TRUSSES SHALL BE INSTALLED & BRACED TO MANUFACTURER'S DRAWINGS & SPECIFICATIONS. 2.ALL JOISTS/TRUSSES SHALL CARRY MANUFACTURER'S STAMP. 3.ALL JOISTS/TRUSSES SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OF ENGINEERING CALCULATIONS. 4.ALL JOISTS/TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION. 5.ALL CONNECTIONS AT IRON AND BEAMS TO BE PROVIDED BY ENGINEER. 6.ALL ROOF FRAMING 24" O.C. UNO 7.ALL OVERHANGS 24" UNO. 8.INSTALL POLYISOCYANURATE FOAM TYPE INSULATION AT FLOOR AND PLATE LINES, OPENINGS IN PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND WINDOW ROUGH OPENING CAVITIES. 9.ATTIC VENTILATION: REQUIRED ABOVE HOUSE. 10.MIN. LOAD 50 LBS PER SQUARE FOOT. 11.INSULATED WALL HEADERS: (2) 2 X 12 DF 2 TYP. UNO 12.ROOF & FLOOR JOISTS/TRUSSES MANUFACTURER(S): _______________________ 1 /8 " = 1 ' S C A L E E X T . E L E V A T I O N S 6 R U S T L E R H I D E O U T B L O C K 1 L O T 8 D R A W N B Y : S T E V E J D A T E : 9 /1 5 /2 0 2 0 S H E E T N U M B E R © 2 0 2 0 1 3 3 3 O D Y S S E Y D R . I D A H O F A L L S , I D 8 3 4 0 1 (2 0 8 ) 2 0 6 -8 9 8 3 I N F O @ H O M E C U S T O M D E S I G N .C O M W W W .H O M E C U S T O M D E S I G N .C O M K E L L E Y , A U S T I N & A L I S E R e v i s i o n #: TOP OF FOOTING -8'-6 1/2" TOP OF SUBFLOOR - FOUNDATION -1'-6" 7 '-0 1 /2 " TOP OF FOUNDATION 5 1/2" 1 '-1 1 1 /2 " TOP OF SUBFLOOR - 1ST FLOOR 1'-6" 1 '-0 1 /2 " ROUGH CEILING - 1ST FLOOR 11'-7" 1 0 '-1 " ROUGH CEILING - 1ST FLOOR 13'-7" 2 ' HIGHEST RIDGE 28'-5" 1 4 '-1 0 " BACK ELEVATION TOP OF FOOTING -8'-6 1/2" TOP OF GARAGE SLAB -1'-6" 7 '-0 1 /2 " TOP OF FOUNDATION 5 1/2" 1 '-1 1 1 /2 " TOP OF SUBFLOOR - 1ST FLOOR 1'-6" 1 '-0 1 /2 " ROUGH CEILING - 1ST FLOOR 11'-7" 1 0 '-1 " ROUGH CEILING - 1ST FLOOR 13'-7" 2 ' HIGHEST RIDGE 28'-5" 1 4 '-1 0 " FRONT ELEVATION 1 /8 " = 1 ' S C A L E E X T . E L E V A T I O N S 7 R U S T L E R H I D E O U T B L O C K 1 L O T 8 D R A W N B Y : S T E V E J D A T E : 9 /1 5 /2 0 2 0 S H E E T N U M B E R © 2 0 2 0 1 3 3 3 O D Y S S E Y D R . I D A H O F A L L S , I D 8 3 4 0 1 (2 0 8 ) 2 0 6 -8 9 8 3 I N F O @ H O M E C U S T O M D E S I G N .C O M W W W .H O M E C U S T O M D E S I G N .C O M K E L L E Y , A U S T I N & A L I S E R e v i s i o n #: TOP OF FOOTING -8'-6 1/2" TOP OF FOOTING -4' 4 '-6 1 /2 " TOP OF SUBFLOOR - FOUNDATION -1'-6" 2 '-6 " TOP OF FOUNDATION 5 1/2" 1 '-1 1 1 /2 " TOP OF SUBFLOOR - 1ST FLOOR 1'-6" 1 '-0 1 /2 " ROUGH CEILING - 1ST FLOOR 11'-7" 1 0 '-1 " HIGHEST RIDGE 28'-5" 1 6 '-1 0 " LEFT ELEVATION TOP OF FOOTING -8'-7" TOP OF SUBFLOOR - FOUNDATION -1'-6" 7 '-1 " TOP OF FOUNDATION 5 1/2" 1 '-1 1 1 /2 " TOP OF SUBFLOOR - 1ST FLOOR 1'-6" 1 '-0 1 /2 " ROUGH CEILING - 1ST FLOOR 11'-7" 1 0 '-1 " ROUGH CEILING - 1ST FLOOR 13'-7" 2 ' HIGHEST RIDGE 28'-5" 1 4 '-1 0 " RIGHT ELEVATION 1 /8 " = 1 ' S C A L E D O O R S & W I N D O W S 8 R U S T L E R H I D E O U T B L O C K 1 L O T 8 D R A W N B Y : S T E V E J D A T E : 9 /1 5 /2 0 2 0 S H E E T N U M B E R © 2 0 2 0 1 3 3 3 O D Y S S E Y D R . I D A H O F A L L S , I D 8 3 4 0 1 (2 0 8 ) 2 0 6 -8 9 8 3 I N F O @ H O M E C U S T O M D E S I G N .C O M W W W .H O M E C U S T O M D E S I G N .C O M K E L L E Y , A U S T I N & A L I S E R e v i s i o n #: MAIN WINDOW SCHEDULE NUMBER QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION DIVIDED LITES MANUFACTURER 3D PERSPECTIVE W01 2 1 2020FX 24 "24 "FIXED GLASS 2X2 W02 2 1 3040SH 36 "48 "SINGLE HUNG 2X1 / 2X1 W03 2 1 2050FX 24 "60 "FIXED GLASS 2X2 W04 2 1 3040FX 36 "48 "FIXED GLASS 2X2 W05 1 1 6066LS 72 "78 "LEFT SLIDING 2X2 / 2X2 W06 1 1 3050FX 36 "60 "FIXED GLASS 2X2 W07 1 1 6066RS 72 "78 "RIGHT SLIDING 2X2 / 2X2 W08 2 1 5050LS 60 "60 "LEFT SLIDING 2X2 / 2X2 W09 2 1 2660SH 30 "72 "SINGLE HUNG 2X1 / 2X1 W10 2 1 4040FX 48 "48 "FIXED GLASS 2X2 W12 6 1 3660SH 42 "72 "SINGLE HUNG 2X1 / 2X1 BASEMENT WINDOW SCHEDULE NUMBER QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION DIVIDED LITES MANUFACTURER 3D PERSPECTIVE W01 4 0 4050LS 48 "60 "LEFT SLIDING 1 / 1 W02 1 0 4040LS 48 "48 "LEFT SLIDING 1 / 1 W03 1 0 3030LS 36 "36 "LEFT SLIDING 1 / 1 W04 6 0 3660SH 42 "72 "SINGLE HUNG 2X1 / 2X1 MAIN DOOR SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION MANUFACTURER 3D PERSPECTIVE 01 2668 2 1 2668 L IN 30 "80 "HINGED-DOOR P03 02 18080 2 1 18080 216 "96 "GARAGE-EASTON 03 3068 1 1 3068 R EX 36 "80 "EXT. HINGED-DOOR P03 04 2468 1 1 2468 L IN 28 "80 "HINGED-DOOR P03 05 2468 1 1 2468 L 28 "80 "POCKET-DOOR P03 06 2668 2 1 2668 R IN 30 "80 "HINGED-DOOR P03 07 6080 2 1 6080 L/R EX 72 "96 "EXT. DOUBLE HINGED-GLASS PANEL 08 3068 2 1 3068 L IN 36 "80 "HINGED-DOOR P03 10 2468 1 1 2468 R 28 "80 "SHOWER-GLASS SLAB 11 3080 1 1 3080 L EX 36 "96 "EXT. HINGED-GLASS PANEL 13 3080 1 1 3080 L EX 36 "96 "EXT. HINGED-DOOR P03 15 6068 1 1 6068 L/R IN 72 "80 "DOUBLE HINGED-DOOR P03 BASEMENT DOOR SCHEDULE NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION MANUFACTURER 3D PERSPECTIVE 01 2668 5 0 2668 L IN 30 "80 "HINGED-DOOR P03 02 3068 2 0 3068 L IN 36 "80 "HINGED-DOOR P03 03 8068 1 0 8068 R EX 96 "80 "EXT. SLIDER-GLASS PANEL 05 5068 7 0 5068 L/R IN 60 "80 "DOUBLE HINGED-DOOR P03 06 2068 1 0 2068 L IN 24 "80 "HINGED-GLASS SLAB 07 2468 1 0 2468 R IN 28 "80 "HINGED-DOOR P03 08 2668 3 0 2668 R IN 30 "80 "HINGED-DOOR P03 ATTIC WINDOW SCHEDULE NUMBER QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION DIVIDED LITES MANUFACTURER 3D PERSPECTIVE W01 3 2 2030FX 24 "36 "FIXED GLASS 2X2 DOOR NOTES: 1.MAIN FLOOR DOORS SHALL BE 80"; SECOND FLOOR DOORS 80"; GARAGE DOOR 96", UNO. 2.ALL DOORS SHALL BE HOLLOW CORE 1 3/4" THICK, UNO 3.INTERIOR DOORS SHALL BE PAINTED, UNO. 4.DOORS BETWEEN GARAGE AND LIVING AREA SHALL BE 1 3/4" TIGHT FITTING SOLID CORE DOORS WITH A RATING OF 60 MINUTES. DOOR SHALL BE SELF CLOSING 5.EXTERIOR EXIT DOORS SHALL BE 36" MIN. NET CLEAR DOOR WAY SHALL BE 32" MIN. DOOR SHALL BE OPENABLE FROM INSIDE 6.GARAGE DOORS TO BE SECTIONAL, OVERHEAD DOORS. 7.ALL GLAZING WITHIN 18 IN. OF THE FLOOR AND/OR WITHIN 24 IN. OF ANY DOOR (REGARDLESS OF WALL PLANE) ARE TO HAVE SAFETY GLAZING. 8.ALL TUB AND SHOWER ENCLOSURES ARE TO BE GLAZED WITH SAFETY GLASS. WINDOW NOTES: 1 VINYL WINDOWS UNLESS OTHERWISE NOTED 2 INTERIOR WINDOW MATERIALS: FACTORY FINISH 3 WINDOW HARDWARE TO BE OWNER SELECTED AT TIME OF ORDER 4 WINDOW ROUGH OPENING: 1/2" FOR TOP/ BOTTOM & 1/2" FOR SIDES, UNO BY MFG. 5 SEE WINDOW SCHEDULE CALLOUT FOR WINDOWS THAT USE A WOOD OR STEEL BEAM FOR THE HEADER 6 BEDROOM WINDOWS SILL FINISHED MUST BE WITHIN 44: OF THE FLOOR AND PROVIDE MINIMUM CLEAR OPENINGS OF 5.7 SQ. FEET WITH HEIGHT DIMENSION NOT LESS THAN 24" AND WIDTH DIMENSION NOT LESS THAN 20" - HRC R310.1-R310.1.4 LOW-E4 \HIGH ALTITUDE WINDOWS U-FACTOR SHGC VLT CR CASEMENT/HOPPER 0.39 0.3 0.49 52 DOUBLE HUNG 0.35 0.27 0.46 49 SLIDE-BY 0.37 0.28 0.48 49 FIXED \ AUXILIARY 0.32 0.32 0.54 51 U-FACTOR - RATE OF HEAT LOSS = 1/R SHGC - SOLAR HEAT GAIN COEFFICIENT VLT- VISIBLE LIGHT TRANSMITTANCE CR - CONDENSATION RESISTANCE WP R 4 GFCI 3WP SD EP DC SD DM A T AV Control C5/TVC5 TV T SP SP DESCRIPTIONSYMBOL ELECTRICAL - DATA - AUDIO LEGEND Ceiling Fan Ventilation Fans: Ceiling Mounted, Wall Mounted Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low Voltage Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce Chandelier Light Fixture 240V Receptacle 110V Receptacles: Duplex, Weather Proof, GFCI Switches: Single Pole, Weather Proof, 3-Way, 4-Way Switches: Dimmer, Timer Audio Video: Control Panel, Switch Wall Jacks: CAT5, CAT5 + TV, TV/Cable Telephone Jack Intercom Thermostat Door Chime, Door Bell Button Smoke Detectors: Ceiling Mounted, Wall Mounted Electrical Breaker Panel Speakers: Ceiling Mounted, Wall Mounted Fluorescent Light Fixture 1 /8 " = 1 ' S C A L E E L E C T R I C A L P L A N 9 R U S T L E R H I D E O U T B L O C K 1 L O T 8 D R A W N B Y : S T E V E J D A T E : 9 /1 5 /2 0 2 0 S H E E T N U M B E R © 2 0 2 0 1 3 3 3 O D Y S S E Y D R . I D A H O F A L L S , I D 8 3 4 0 1 (2 0 8 ) 2 0 6 -8 9 8 3 I N F O @ H O M E C U S T O M D E S I G N .C O M W W W .H O M E C U S T O M D E S I G N .C O M K E L L E Y , A U S T I N & A L I S E R e v i s i o n #: DN UP DN GFCI GFCI R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R R RRR R R R R R R R R R R R R R R RRRR R R R R C5/TV C5/TV C5/TV CO/SD CO/SD CO/SD SD SD 3 3 3 3 T T R R R R 3 3 3 3 R DM GD O CT DW GFCIGFCI GFCI GFCI GFCI CD CW 3 3 3 3 2195 SQ FT OFFICE LIVING AREA GARAGE DECK MUD ROOM KITCHEN LAUNDRY CLOSET MASTER BATHMASTER BDRM GREAT ROOM S H O W E R DINING ENTRY HALLHALL PORCH POWDER NOTES: HOME OWNER SHALL DO A WALK-THRU WITH RELEVANT INSTALLERS TO VERIFY THE EXACT LOCATION FOR OUTLETS, LIGHTS, SWITCHES, CABLE, DATA, PHONE, AUDIO, VACUUM, ETC. ELECTRICAL NOTES: 1.PROVIDE MIN. 400 AMP SERVICE TO MAIN PANEL 2.ALL APPLIANCES & UTILITIES TO HAVE DEDICATED CIRCUITS. SEE MFG'S SPECS. FOR REQUIREMENTS 3.ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL BE G.F.C.I. PER NATIONAL ELECTRICAL CODE REQUIREMENTS. 4.PROVIDE ONE SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS. CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTERCONNECT SO THAT, WHEN ANY ONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY BACKUP FOR ALL UNITS. 5.CIRCUITS SHALL BE VERIFIED WITH HOME OWNER PRIOR TO WIRE INSTALLATION. 6.FINAL SWITCHES FOR TIMERS AND DIMMERS SHALL BE VERIFIED WITH HOME OWNER. 7.FIXTURES TO BE SELECTED BY HOME OWNER. 8.UNO - ALL SWITCHES TO BE 48" O/C ASF. OUTLETS TO BE 15" O/C ASF. OUTLETS OVER COUNTERTOPS TO BE 3" ABOVE COUNTER FROM BOTTOM. (ASF = ABOVE SUBFLOOR) 9.ALL LIGHTING SHALL BE DIMABLE AND USE LED BULBS, UNO. AUDIO: 1.LOCATE SPEAKERS AND AUDIO CONTROLS AS INDICATED IN THE PLAN; RUN CIRCUIT OF SPEAKER WIRING TO AUDIO HOME PANEL SPECIFIED BY FLOOR; 2.AUDIO SPEAKERS TO BE APPROVED BY HOME OWNER; 3.LOCATE JACKS AS INDICATED IN THE PLAN; INSTALL DATA / CABLE PANEL SIMILAR TO "ON Q". SYSTEM TO BE APPROVED BY HOME OWNER. DATA / CABLE: LOCATE SECURITY PANELS AS INDICATED IN THE PLAN; SYSTEM TO BE APPROVED BY HOME OWNER. WP R 4 GFCI 3WP SD EP DC SD DM A T AV Control C5/TVC5 TV T SP SP DESCRIPTIONSYMBOL ELECTRICAL - DATA - AUDIO LEGEND Ceiling Fan Ventilation Fans: Ceiling Mounted, Wall Mounted Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low Voltage Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce Chandelier Light Fixture 240V Receptacle 110V Receptacles: Duplex, Weather Proof, GFCI Switches: Single Pole, Weather Proof, 3-Way, 4-Way Switches: Dimmer, Timer Audio Video: Control Panel, Switch Wall Jacks: CAT5, CAT5 + TV, TV/Cable Telephone Jack Intercom Thermostat Door Chime, Door Bell Button Smoke Detectors: Ceiling Mounted, Wall Mounted Electrical Breaker Panel Speakers: Ceiling Mounted, Wall Mounted Fluorescent Light Fixture 1 /8 " = 1 ' S C A L E E L E C T R I C A L P L A N 1 0 R U S T L E R H I D E O U T B L O C K 1 L O T 8 D R A W N B Y : S T E V E J D A T E : 9 /1 5 /2 0 2 0 S H E E T N U M B E R © 2 0 2 0 1 3 3 3 O D Y S S E Y D R . I D A H O F A L L S , I D 8 3 4 0 1 (2 0 8 ) 2 0 6 -8 9 8 3 I N F O @ H O M E C U S T O M D E S I G N .C O M W W W .H O M E C U S T O M D E S I G N .C O M K E L L E Y , A U S T I N & A L I S E R e v i s i o n #: W H W H UP UP GFCI GFCI GFCI GFCI C5/TV C5/TV C5/TV C5/TV C5/TV C5/TV R R R R R R RR R R R RR R R R R R R R R RRR RRR CO/SD CO/SD CO/SD CO/SD SD SD SD SD 2079 SQ FT LIVING AREA COLD STORAGE FAMILY BEDROOM 6 BEDROOM 5 BEDROOM 4 BEDROOM 3 BATH 2 BATH 3 SHOWER STUDY STORAGE CLOSETPATIO NOTES: HOME OWNER SHALL DO A WALK-THRU WITH RELEVANT INSTALLERS TO VERIFY THE EXACT LOCATION FOR OUTLETS, LIGHTS, SWITCHES, CABLE, DATA, PHONE, AUDIO, VACUUM, ETC. ELECTRICAL NOTES: 1.PROVIDE MIN. 400 AMP SERVICE TO MAIN PANEL 2.ALL APPLIANCES & UTILITIES TO HAVE DEDICATED CIRCUITS. SEE MFG'S SPECS. FOR REQUIREMENTS 3.ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL BE G.F.C.I. PER NATIONAL ELECTRICAL CODE REQUIREMENTS. 4.PROVIDE ONE SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS. CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTERCONNECT SO THAT, WHEN ANY ONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY BACKUP FOR ALL UNITS. 5.CIRCUITS SHALL BE VERIFIED WITH HOME OWNER PRIOR TO WIRE INSTALLATION. 6.FINAL SWITCHES FOR TIMERS AND DIMMERS SHALL BE VERIFIED WITH HOME OWNER. 7.FIXTURES TO BE SELECTED BY HOME OWNER. 8.UNO - ALL SWITCHES TO BE 48" O/C ASF. OUTLETS TO BE 15" O/C ASF. OUTLETS OVER COUNTERTOPS TO BE 3" ABOVE COUNTER FROM BOTTOM. (ASF = ABOVE SUBFLOOR) 9.ALL LIGHTING SHALL BE DIMABLE AND USE LED BULBS, UNO. AUDIO: 1.LOCATE SPEAKERS AND AUDIO CONTROLS AS INDICATED IN THE PLAN; RUN CIRCUIT OF SPEAKER WIRING TO AUDIO HOME PANEL SPECIFIED BY FLOOR; 2.AUDIO SPEAKERS TO BE APPROVED BY HOME OWNER; 3.LOCATE JACKS AS INDICATED IN THE PLAN; INSTALL DATA / CABLE PANEL SIMILAR TO "ON Q". SYSTEM TO BE APPROVED BY HOME OWNER. DATA / CABLE: LOCATE SECURITY PANELS AS INDICATED IN THE PLAN; SYSTEM TO BE APPROVED BY HOME OWNER. 1 /8 " = 1 ' S C A L E S E C T I O N V I E W S 1 1 R U S T L E R H I D E O U T B L O C K 1 L O T 8 D R A W N B Y : S T E V E J D A T E : 9 /1 5 /2 0 2 0 S H E E T N U M B E R © 2 0 2 0 1 3 3 3 O D Y S S E Y D R . I D A H O F A L L S , I D 8 3 4 0 1 (2 0 8 ) 2 0 6 -8 9 8 3 I N F O @ H O M E C U S T O M D E S I G N .C O M W W W .H O M E C U S T O M D E S I G N .C O M K E L L E Y , A U S T I N & A L I S E R e v i s i o n #: TOP OF FOOTING -8'-6 1/2" TOP OF FOUNDATION 5 1/2" 9 ' TOP OF SUBFLOOR - 1ST FLOOR 1'-6" 1 '-0 1 /2 " ROUGH CEILING - 1ST FLOOR 11'-7" 1 0 '-1 " HIGHEST RIDGE 28'-5" 1 6 '-1 0 " 1 - SECTION 2 - SECTION STAIR NOTES: 1.STAIRWAYS SHALL HAVE A MIN. WIDTH OF 34". HAND RAILS MAY ENCROACH A MAX. OF 3 1/2" INTO THE REQUIRED WIDTH. 2.TREADS SHALL HAVE A MIN. WIDTH OF 10". STAIR TREADS MUST BE UNIFORM AND CAN NOT VARY FROM THE LARGEST TO THE SMALLEST BY MORE THAN 3/8". 3.STAIRWAYS SHALL HAVE MIN. 6'-8" OF HEADROOM AT THE NOSE OF THE STAIR. 4.ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS SHALL BE PROTECTED ON THE ENCLOSED FACE WITH 5/8" TYPE "X" GYPSUM WALL BOARD. 5.STAIRWAYS SHALL HAVE AT LEAST ONE HANDRAIL LOCATED 36" ABOVE THE NOSING OF TREADS AND LANDINGS. THE HAND GRIP PORTION OF HANDRAILS SHALL NOT BE LESS THAN 1-1/2" OR GREATER THAN 2" IN CROSS-SECTIONAL DIMENSION. 6.HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. THE ENDS OF HANDRAILS SHALL RETURN TO WALL OR TERMINATE INTO A NEWEL POST OR SAFETY TERMINAL. 7.STAIRWAYS HAVING LESS THAN 2 RISERS DO NOT REQUIRE A HAND RAIL. 8.GUARDRAILS SHALL BE PROVIDED FOR AT PORCHES, DECKS, BALCONIES, STAIRWAYS AND LANDINGS WHERE THE ADJACENT SURFACE IS GREATER THAN 24" BELOW AND SHALL HAVE A 36" MIN. HEIGHT 9.RAILING AND GUARDRAIL BALUSTER SPACING SHALL BE NO GREATER THAN 4". 10.THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD, AND BOTTOM OF GUARDRAIL SHALL NOT ALLOW A 6" DIAMETER SPHERE TO PASS THROUGH. WALL PANEL NOTES: B.P. BRACED WALL PANEL 3'-0" MIN. LENGTH W/ 1/2" PLYWOOD AND 8D COMMONS 6" O/C AT ALL PANEL EDGES, 12" O/C FIELD. I.B.P. INTERIOR BRACED WALL PANEL 1/2" GYP. BD PER R 602.10.3(5); 1/2 GWB EACH SIDE W/ #6 X 1 1/4 TYPE S OR W SCREWS PERS ASTM C1002 @ 7" O/C @ ALL SUPPORTS A.B.P. ALTERNATE BRACED WALL PANEL 2'-8" MIN. WIDTH W/ 1/2" PLYWOOD AND 8D COMMONS 6" O/C AT ALL PANEL EDGES, 12" O/C FIELD & (2) A.B. PER PANEL LOCATED AT 1/4 POINTS & 1800# MIN. HOLD DOWN EACH END *HPAHD22 OR STD10) N.A.B.P. NEW ALTERNATE BRACED WALL PANEL 2'-0" MIN. WIDTH. CONTINUOUS HEADER. ALL OTHER SAME AS A.B.P. FRAMING & STRUCTURAL NOTES 1.BRACED-WALL PANELS SHALL BEGIN NO MORE THAN 12 1/2 FT. FROM EACH END OF A BRACED-WALL LINE (8 FT. FOR IBC SDC D-E AND IRC SDC D0-D2 PROVIDE IRC R602.11 REQUIREMENTS ARE MET). 2.WINDOW ROUGH OPENING: 1/2" FOR TOP/BOTTOM & 1/2" FOR SIDES. CONFIRM WINDOW MFG. SPECS. BEFORE FRAMING. 3.WALL HEADERS ON EXTERIOR WALLS: (2) 2" X 12" DF 2 TYP. INSULATED, UNO 4.PROVIDE DOUBLE FLOOR TRUSSES. UNDER ALL WALLS RUNNING PARALLEL. 5.PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER I.B.C. SEC. R502.12. 6.PROVIDE POSITIVE CONNECTIONS AT EACH END OF ALL POSTS AND COLUMNS TO RESIST LATERAL DISPLACEMENT. 7.ALL LUMBER NOT SPECIFICALLY NOTED TO BE D.F. #2 OR BETTER. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. LUMBER SPECIES: A.POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE DF-#2 B.EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTER, CEDAR C.SILLS, PLATES BLOCKING, AND BRIDGING TO BE DF-#2. D.ALL STUDS TO BE DF#2 OR BETTER. E.SHEATHING SHALL BE AS FOLLOWS: ROOF SHEATHING SHALL BE 5/8" PLYWOOD. WALL SHEATHING SHALL BE 1/2'' INT-APA RATED OR 7/16'' OSB. FLOOR SHEATHING SHALL BE 3/4'' T & G INT-APA RATED OSB. 1 /8 " = 1 ' S C A L E I N T . E L E V A T I O N S 1 2 R U S T L E R H I D E O U T B L O C K 1 L O T 8 D R A W N B Y : S T E V E J D A T E : 9 /1 5 /2 0 2 0 S H E E T N U M B E R © 2 0 2 0 1 3 3 3 O D Y S S E Y D R . I D A H O F A L L S , I D 8 3 4 0 1 (2 0 8 ) 2 0 6 -8 9 8 3 I N F O @ H O M E C U S T O M D E S I G N .C O M W W W .H O M E C U S T O M D E S I G N .C O M K E L L E Y , A U S T I N & A L I S E R e v i s i o n #: N.2 A - LITCHEN B - KITCHEN K - MUDROOM C - ISLAND I - POWDER D - ISLAND J - MUDROOM O - LAUNDRY F - PANTRY L - ENTRY BENCH M - MASTER BATH H - PANTRYG - PANTRY N.3N - MASTER CLOSET N.1 P - FIREPLACE S - STUDYQ - BATH 2 R - BATH 3 E - ISLAND O.2- LAUNDRY 1 /4 "=1 ' S C A L E