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PLANS - 19-00631 - 685 Wheatland Dr - New SFR
=1• 11= •11 STREET NUMBER. DISPLAY ON HOME LOT W"20 NARVESI' NEICxNTS SUBDIVISION REXBURC�, IDAHO CONSULTANT SCHEDULE CONSULTANT PHONE MNIBER CONTACT INFO. LANDFORM DESIGN BLAIR/ ROB (801) 295-2240 DESIGNER/ DRAFTER blalre -or- robaolandforms.00m DEFERRED SUBMITTAL ALL 1 D w3l"Im" ANP tins TO FLANS MAT I* - A FIRST APPROVED SY THE DOOM OF RECORD PRIOR TO MRKITTING4 TO BUILDING OFFICIAL. IL APPROVED BY IM STRUCTURAL BNWI M OF RECORD FOR ANY 67I4lG1URAL IT" FOR DOWIRED SUBMITTALS -ITEMS- L -FIRE SFRNKLER FLANS (MOD. NEPA 13D) 2. -RADIANT FEAT DESIGN (LAYOUT FLANS, CALCS, s SPECS. 3. -GAS PIPING SCHEMATIC-PROADF.D SY MECK CONTRACTOR 4. -TICS PLAINS a CALCS. (F APPLICABLE) 5. -STUCCO SYSTEM (F APFLWAKE) 6. -FI RVs, PRODUCT NO. (IF AFPLICABLE) 1. -CONSTRUCTION KTIGATION FLAN. S.-GEOfEM &RV£Y (F APPLICABLE AS DETER' M BY BUILDING OFFICIAL) It -LANDSCAPE PLAN (F APPLICABLE) 10. -SPECIAL INSPECTIONS FOR WELDING OONq�TTEN�SA�PQDJEOTp(�FpAyP� KICABLE) IL SPECS. FRIOORR?O OF UR YEMCeWs 12. -FOOL DEWN BY OTHM (F APPLICABLE) SQUARE FOOTAGE -LOCATION--8QlAFE PPOTAGE- MAN LEVEL 2469 LOLLER LEVEL 2365 TOTAL 4111 COU.D STORAGE 183 COVERED MAIN FLOOR ENTRY/ DECK 462 GARAGES 1319 CODE ANALYSIS -UTAH STATE APOFTEP CODES AS OF JULY 1, 2043- 205 IR: 206 IPC BUDDING OCCUPANCY; R-3 205 IBC20B TYPE 5 B-CONSTI%ZTION 20n NEC 2015 FOC to I&AL�_V GENERAL NOTES A ID(CAVATION, BACK FILL, GRADING 4 DAMP PROOFING L All excavations for footings shall be to natural undisturbed soll. 2. All bade 1I1IN shall be done with granular Ree draining material. Existing site material w4 be used so long as existing soils are Ree from clay eons and any constriction debris. Compact all back fill material In 10' lifts to %% of maximum Boll density. 3. Finish grading shall be done so as to provide positive drainage away from all building foundations. A minimum elope of 6' per 10-0' and shall be maintained with a 2% slope tharsafterto approved drainage areas. 4. All ratngutter downspouts shell be piped away from the home to an approved drainage area. No raingutters shell drain in window wells, or rode I[#% wells. 5. If any ground water Is encountered dying excavation, a qualified soil$ Engineer shall be rdUWW to make an on-site assessment of the situation. 6. Footing drains shall be placed around all exterior footing* and gravity fed to an approved drainage area. B. UNNDOUIb L All widows in rooms used for steeping shall have sills not mora than 44' above the floor with an operable opening of not lase than 51 square feet. The height of the window shall not be less than 24' with a net clear width of not less than 20'. Exception: grade floor open" shall have a min. net clear opening of 5.0 sq. ft. 2. Habitable roome require 8% of floor area to be glazing with In of that glazing to be operable 3. All windows to be double pane insulated glazing of 3/ib' doble strength 'B' grade glass minimum. C. VENTILATICN L Natural ventilation shall be provided to every habitable room with equal to 4% of floor arae with operable windows which will provide (35) fresh air changes per hour. 2. No gas eormectlons allowed M any rooms used for sleeping or in any corridors leading to or through any sleeping room. 3. ventilation shall be provided into all crawl spaces by more of screened vents measuring not less than 1'x W spaced not more than 25' apart and placed so as to provided cross vatllatlon. 4. Provide (2) combustion air ducts to unmade rooms (1) placed at 18' above floor and (I) placed at 12' below the catling with an area of not laws than (1) square tach per IOW STUN Input. 5. provide attic ventilation equal to VW of the area of the space ventilated 6. Mechanical vetilation may be provided M habitable rooms, where not required for emergency escape. System will be able to provide (35) Rech air dangers per hour. P. FIRE PROTECTION 4 WARNING I. Provide %- type W gyp. bd. on all supporting walls and cellinge of the garage adjacent to living areas. Nail all 5/8' type 'X' gyp. bd at 6' oc. (One hour fire rated) 2. Provide W type 'X' gyp. bd on walls and under side of stairs under any stairway area used for storage. Fire block walls at all stair stripers. 3. Doors leading from the garage Into the house shell be solid core wood or honeyoomb metal doors not lees than 14' th lck 4. Smoke detectors are required In all hallways leading to sleeping rooms, sleeping roams, unfinished areas, with a mMlmml of (1) one each story. Wlre all smoke detectors to sound simmultansously Smoke detectors must have battery bade -up. 5. A minimum of 30' shall be provided above all ranged, grills, or cook tops to combustibles. E. HANDRAILS t GIAWIRAILS L Handrails are required at all stalnmays having (2) or more risers. 2. Handralis shall be placed not less than 2'-10' above stair nosing and not mora than 3. Handrall gap size shall have a circular cross section of Ino' minimum - 2%' max Edges shall have a minimum radius of I's'. Handralls may project 41g' into the stairway on both sides. Contiuous handrails shall be permitted to be Interrupted by a newel post at a tum and the use of a volae tun or starting easing shall be allowed on lowest treed 4. Guardrails are required at all land" or decks or floor levels more than 30' apart. 5. Balusters for guardrails shall be spaced such that a 4' diameter sphere shall not pass through 6. Wen a guardrail Is combined with a hmndrali on the open side of a stair, guardrail may be built to handrall height. 1. Guardrails are required at all landings or decks or floor levels more than 30' In height above grads, �n DRAWING SCHEDULE Tl COVER SHEET E DRAWING SCHEDULE 81 SITE PLAN AND NOTES Al LOWER LEVEL 4 FOOTING AND FOUNDATION PLAN A2 GENERAL NOTES 4 DETAILS A3 MAIN FLOOR PLAN A4 CLERESTORi PLAN A5 EXTERIOR ELEVATIONS A6 EXTERIOR ELEVATIONS Al FRAMING PLANS AND BEAMS AS FRAMING SECTIONS AS ELECTRICAL, MECHANICAL, E PLUMBING NOTES A10 ELECTRICAL, MECHANICAL, 4 PLUMBING PLAN All ELECTRICAL, MECHANICAL, 4 PLUMBING PLAN D wQ�z �j Lou Lu%=,o j�N)�k QO uu Up�4 wO0is ❑Fynz R, 7M fr LL (n 3 m Z O � O t N O N O No a- 0 D > o U 0 T S C (nn ago a� C m 1 P AW 41 --LI � _ _ _C �J N J 7�d (L T IY J LUQ 0 IL s LLI i DRAWING SCHEDULE Tl COVER SHEET E DRAWING SCHEDULE 81 SITE PLAN AND NOTES Al LOWER LEVEL 4 FOOTING AND FOUNDATION PLAN A2 GENERAL NOTES 4 DETAILS A3 MAIN FLOOR PLAN A4 CLERESTORi PLAN A5 EXTERIOR ELEVATIONS A6 EXTERIOR ELEVATIONS Al FRAMING PLANS AND BEAMS AS FRAMING SECTIONS AS ELECTRICAL, MECHANICAL, E PLUMBING NOTES A10 ELECTRICAL, MECHANICAL, 4 PLUMBING PLAN All ELECTRICAL, MECHANICAL, 4 PLUMBING PLAN D wQ�z �j Lou Lu%=,o j�N)�k QO uu Up�4 wO0is ❑Fynz R, 7M fr LL (n 3 m Z O � O t N O N O No a- 0 D > o U 0 T S C (nn ago a� C m 1 P AW 41 --LI CA N N (L T IY J LUQ 0 IL to LLI I- lT ff (3 O REVISIONS date Item CAD TECH Rj:)A RELEASE 10/105 PATE T1 A o�(0 C\/ N90°00'00"E T20 90,8 d p�lN <v� \ GARAGE \ i JENSEI,�Y�C\ONSTR\iJCON / \ y / `\ / / Nl"R A \ 4" CONG. WALK 6 STEPS FROM / ENTRY TO DRIVE ON COMPACTED FILL (DESIGN BY OWNER) STEPS AS REQ'D 38, 38:,a C30 5" CONC. SLAB DRIVE ON COMPACTED FILL SLOPE MIN. 2% TO STREET 163.39' LINE LEGEND LOT BOUNDARY BUILDING PAD — — — — — — — — — — — — PUBLIC; UTILITY EASEMENT ---------------------------- EXISTING GRADE PROPOSED GRADE SITE PLAN GENERAL NOTES * DUST, MUD AND EROSION SHALL BE CONTROLLED BY WHATEVER MEANS NECESSARY, AND THE ROADWAY SHALL BE KEPT FREE OF MUD AND DE51RI5, AT ALL TIMES. * BUILDER/ OWNER SHALL SECURE AN EXCAVATION PERMIT PRIOR TO DOING ANY WORK IN THE PUBLIC RIGHT-OF-WAY. TRAFFIC PLAN, BONDING AND INSURANCE WILL BE REQUIRED. * PROVIDE FINISH GRADING AWAY FROM THE HOUSE ON ALL 5IDE5 AT A MINIMUM OF 6" IN. FIRST 10' -ID" HORIZONTAL SLOPE IN LANDSCAPED AREAS. THEN MAINTAIN Zia MIN, HORIZONTAL SLOPE IN GRADE THEREAFTER TO APPROVED DRAINAGE AREAS. * IF RETAINING WALLS ARE REQUIRED, A PROFESSIONAL ENGINEER, CURRENTLY LICENSED IN IDAHO, SHALL INSPECT AND APPROVE ANY RETAINING WALL THAT IS NIGHER THAN (4) FEET FROM BOTTOM FINISH GRADE TO TOP OF WALL, ONCE CONSTRUCTED. * PROVIDE ON SITE RETENTION OF ALL STORM WATER RUN OFF, BY WHATEVER MEANS NECESSARY DURING CONSTRUCTION. * SHOULD GROUND WATER BE INCURRED DURING EXCAVATION, A QUALIFIED SOILS ENGINEER SHALL BE RETAINED TO DESIGN AND APPROVE A CONTINUOUS FRENCH DRAIN AT FOUNDATION ON SITE. * MAINTAIN NATURAL EXISTING GRADE AT REAR AND SIDES OF LOT WHERE POSSIBLE TO RETAIN STORM WATER. NO RUNOFF ONTO ADJACENT PROPERTIES. 10 5 0 10 20 30 SCALE: 1 " = 10' LOT #20 HARVEST HEIGHTS SUBDIVISION WHEATLAND DRIVE REXBURG, IDAHO SITE PLAN �evlewed for Gone Compliance f , Building Inspector ?- n juuzQwz = a = ,.n aw � ww�pcwni- W 4d qr%06 H n� O w0�'�CY 012 d W nlknz�If0:00 a ZnJvZ0cwDsg99fu a = N ��o X;b II�w N Ck mow°'twn > a zw -01nLL- ? Ot n �- N¢� nzo "' m zopww x QQzi1JD� ul 0 W z wii--1 w4 N �' N W�NILI wa� ? u� W O Z LLI N f Q LLI N In z -4LILI Ll ((� C' JJ L11 (I- � O L O REVISIONS date Item CAD TECH RELEASE DATE R.D.A. 10/11/19 s nce r a mi IL mi W w J W 0 J u1 L" a;�= 0 1—usQ� v 01 < r :c l'-3' 24'-4 l'_b' Immm ,q�guLuplac p q �;=3ma L� =� p o z � Ll Etutswq > U q D-C�� a -3 WtD a uaQ NI q CC Lu ? i w u� O ul V N! 0 CANTILE R_SEE FRAMING SL — — — — BEAM ABOVE -SEE FR4MMCs —�_ e — 12' RIP RAP ROCK RETAIND t 43 AS REQ'D. LIP SU5-CONTRACTOR TO S — — — —ENGINEERMG OMIT REQUIRED i GONE TION INSPECTION I— Q i SCHEDULE a TIME OF INSTALLATION (TYP) <[ - COVERED PATIO e 4' FLOOR f-5 Z.ZERO'CLEARANCE I I ap OONC. DIRECT I SLOPE SLAB ya° EVERY 12' VENT FIREPLACE W/ f I �\ I on OUTSIDE COMBUSTION 0 F�1 XOX I- AIR < STONE HEARTH — — al I Irk I RECREATION I h — — — — — — � 9 CARPET FLOOR 30 4: I ��,�' I 8'-8' CEILING I F -I CANTILEVER SE—E FRNNMG — — I I I 1-------------- - - - - - - - - - - - - - - ----------- -- — — — — R-EAM-AW-6EE-FRAMI-NG-J- — — — I BEAM ABOVE -SEE FRAMING — — — — — — — — — — — — -- 1 (2 I L_ I — , v 12'-il' 'i01 l'•$'- � ' .. ,. I 131-6' ° LL I 1 OF B I I I BEDROOM BB BB LL8CETFLOOR I RECREATION_ THEATER R ILMG I AS AS CARPET FLOOR ;, O CARPET FOR 1 I I `^ V-8' CEILING 8'-8' CEILING I I C 8'-8':x'_8` LEILING I 30-2j' (THEATER FOUNDATI WALL) I 8.1 l'-8' u g I 12'-10' (THEATER FOUNDATION L) I F-2 I I- 30- AUDIO I I' -b' BUNKS 18' IIS N UNEXCAVATED I I ib'"12'-II' 01 II I I — — — — — — — — s —I F-5 F-5 f l'-8' 2 868 � II'+ rl- _ — — —-MEGHAN GAL- — - - -BUM --ABOVE-SEE FRAMING 668 _T — — if - - - - - - - - 2 -y 4' CONIC.J l_ r —ALL I 2 868 HALL MUD SET C.T. TUB SHOWER F -I s II II Is 2` all W.I.C. I 4'0 FLOOR `" N CARPET FLOOR SURROUND O/ CEMENT, FIBER I I BLOCK DOUltJ FOUNDATION CARPET FLOOR II CARPET FL DRAM ;p l' -S' CEILING CEMENT 0OR GLASS MATT FOR 8'x20' CONC. GRADE F-2 7 -S CEILING -S COIL 3 F]LIU BEAM CONT. ACROSS FLUE RISE — — —I 2 �YPSIu`1 — DOOR OPENING WM M — — — — - __—$ 2 868 — F_2 — BLOCK DOIIIJ FOUNDATION I _ TI FLOOR FOR SWO' CONC. GRADE BEAM CONT. ACROSS GARAGE — — — — — — — — — — 0 u ILL DOOR OPENING BEDROOM LT f-1 r 1 06"CETFLOOR ILMG `Q 21'-4' I 8' 3'-8' I' 3'-6' 3 6 4'-71'= 13'-6' 1ORAGE X qm L -b 0,,0 on on4° CONC, SLAB > °" I r _ BLOCK Dowty FOUNDATION I .—F-0 FOR 8'x20' CCNC. GRADE BEAM GOVT. ACROSS GARAGE II I SHELVING— ao L +� I I DOOR OPENING ( — � r F -I � UNEXCAVATED I ORALE_ I N I L I I I —41 CONIC. SL I 8' b' CEILING I e I li l +–" b LL T I I II 4-1-4 4— 1-+ -f- 1-4 -I- 1-4 4-1-4 +� 1 kr 4-I 1 I ® I 1ir I I -`i+ — — — `� PROVIDE �4 BREAKOU7 F -I I ' I I — — — — BARS x 48' EMBEDDED I F -I 24' MIN.' 12' O.C. EACH WAY i REINF. SLAB ABV U04 BARS' 12' O.C. EA WAY LOWOR LEVEL KOOR PLAN & FO TING/ FOUNDA 1()N a F -i I SCALE: 1/4 1'-0' N 1"�2 I""�2 Reviewed for -ocie Complie 3'-4' 10'-0' 3'-4' 10'-0' 101-0' 121-8' 1'-10' 91-4' n'-8' b'-1111 �- -I �1yy 16'-8' 131-3' flit Ile C C�. -y Building Inspectc nce r a mi IL mi W w J W 0 J u1 L" a;�= 0 1—usQ� v =om (n\ n OtDz� H _j < r :c Oq� Immm ,q�guLuplac p q �;=3ma L� =� p o z � Ll Etutswq > U q D-C�� a -3 WtD a uaQ NI q CC Lu ? i w u� O ul V N! Z 0 W al REVISIONS date item I Q N CAD TECH RDA RELEASE 10/11/19 DATE Al FOOTING AND FOUNDATION GENERAL NOTES I. ALL EXTERIOR FLAT WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH EQUAL TO AT LEAST 3000 PSI WITHIN 28 DAYS AFTER PLACING. FOOTINGS AND FOUNDATION WALLS SHALL BE AT LEAST 3000 PSI. 2. ALL METAL REINFORCEMI T SHALL CONFORM TO ASTM. ATPS -68 GRADE 60, WITH A MINIMUM YIELD STRENGTH OF 60OW PSI. 3. ALL REINFORCNG BARS SHALL BE DETAILED, BOLSTERED AND SUPPORTED IN ACCORDANCE WITH ACI 315. 4. ALL REINFORCEMENT BARS SHALL BE SECURELY ANCHORED TO THE FORMS AND SPACED FROM THEM AS FOLLOWS: (a) FOR C04CFRETE NOT EXPOSED DIRECTLY TO THE GROUND OR WEATHER 3/4 IN. IN SLABS AND WALLS. (b) FOR CONCRETE EXPOSED TO THE GROUND OR WEATHER 2 UNI. IN WALLS, 3 IN. ABOVE BOTTOM OF FOOTINGS. 5. ALL SPLICES IN CONTINUOUS REINFORCING BARS SHALL LAP 36 BAR DIAMETERS. ALL SUCH SPLICES SHALL BE MADE IN A REGION OF COMPRESSION UNLESS SHOWN OTHERWISE. 6. UNLESS OTHERWISE SHOWN, MAKE ALL CONCRETE SLABS ON EARTH AT LEAST 4 IN. THICK 1. PROVIDE 2 N. X 4 IN. X CONT. KEY IN ALL WALL FOOTINGS WHERE GROUND WATER IS PRESENT. S. LARGE AREAS OF SLAB ON GRADE SHALL BE PLACED IN STRIPS SUBDIVIDED BY CONTRAC- TION OR CONSTRUCTION JOINTS INTO ROUGHLY SQUARES WHOSE SIDES SHALL NOT EXCEED 25 FT. IN EITHER DIRECTION. 3 FOOTINGS SHALL BE ON UNDISTURBED SOIL OR APPROVED FILL AND PROVIDE 42' MN. FROST PROTECTION 10. CONCRETE FLOOR SLABS, EXCEPT THOSE IN UNHEATED ACCESSORY STRUCTURES, SHALL HAVE A VAPOR RETARDER CONSISTING OF A 6 MIL (.O06 inch) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUB -GRADE WHERE NON BASE COURSE EXISTS. -850623 11. PROVIDE A U-FER GROUND AS PER E3508.1.1 AND NEC 25050 STEEL I. ALL STRUCTURAL STEEL AND STRUCTURAL STEEL WORK SHALL COMPLY WITH 'SPECFICA- TIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR B1.111 -D- INGS OF THE A AC.' 2. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE ASTM. GRADE 50 3. ALL WELDS AND WELDING SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF 'THE AMERICAN WELDING SOCIETY,' USING E10XX ELECTRODES. ALL FOOTINCxS ON THIS SCHEDULE FOOTING SCHEDULE MAY NOT BE USED FOR THIS PLAN MARK WIDTH LENGTH THICK CROSSWISE REINF. LENGTHWISE IREINF. REMARKS NO. SIZE LENGTH SPACE NO. SIZE LENGT SPACE F -i 1'-8' CONT. 10' NONE 5'-1' TO 6'-0' NONE 8' 04 18' O.C. 1114 IS' OG. 2 04 1 04 1 04 3' 6' 36' l4 04 x CONT (2) 04 CONT. 14' PERIMETER FTG. I/2' X 10' a 32' O.G. 1'-10' TO 8'-0' F-2 1'-8' CONT. 10' NONE FLOOR 8' 04 16' OC 04 IB' OIC, 2 04 1 04 1 04 6' 12' SEE FTG. SCI EED. 1/2'X 101,11 32' (2) 04 CONT. 14' INTERIOR FOOTING UNDER SLAB O.G. >10'-11+ RECL ENG - - - - - - - - F-3 2'-0' CONT. 12' NON I. REBAR TO BE PLACED IN THE CENTER OF THE WALL AND EXTEND FROM THE FOOTING TO WITHIN 3' CF THE TOP OF THE WALL. HEM FIR 2.04 FOOTING DOWELS SHALL EXTEND 24' INTO THE FOUNDATION AND MATCH VERTICAL STEEL. (3) 04 CONT. 9' PERIMETER FTG. F-4 2'-b' CONT. 12' NONE 21'-0' MAX STUD HEIGHT 6. ALL FOUNDATION STEPS SHALL BE 2'-0' MINIMUM. (4J 04 CONT. 8' PERIMETER FTG. VERTICAL REBAR SPACING OF 24' O.C. FOR FOUNDATION WALL MAY BE USED PROVIED THE FOLLOWING CONDITIONS EXIST: Doug fir E■ 1,600,000 psi Hem fir E= 1,300)600 psi F-5 3'-0' 3'-0' 12' (4) 04 2'-6' 10' (3) 04 2'-6' 15' SPOT FTG. F-6 4'-0' 4'-0' 12' (5) 04 3'-6' 811/2' (5) 04 3'-6' 811/2' SPOT FTG, F-1 5'-0' 5'-0' 12' (5) 04 4'-6' 1311/2' (5) 04 4'-6' 1311/2' SPOT FTG. F-8 4'-0' CONT. 12' N 70 BE LOCATED ABOVE FLASHING BY SHEARWALL DULE (5) s4 CONT. 1011/2' PERIMETER FTG. 2,500 PSI CONCRETE FOUNDATION SCHEDULE 60/000 P8I STEEL Framing Schedule MAXIMUM WALL TOP MIN. VERTICAL HORIZONTAL ADDITIONAL MINIM. MAX ADDITIONAL FTG.HEIGHT 40 RSF. DEADLOAD...............................................15 FROM EDGE WALL WALL REINF. WALL REINF. OPENINGS LINTEL SIDES SIZE AND REINF.TA. FOIAJpAT10N BOLTS FOOTING SUPPORT WIDTH SIZE SPACING SIZE SPACINGASOVE LENGTHjLM%L NO. I NO. I DEPT IDT LENGTH DEADLOAD...............................................10 P -SP. 2'-0' TO 5'-0' NONE 8' 04 24' O.C. 04 18' O.C. 2 04 1 04 1 04 2' 6' SEE FTG. SGHED. 1/2' X 10' a 32' OIC, 5'-1' TO 6'-0' NONE 8' 04 18' O.C. 1114 IS' OG. 2 04 1 04 1 04 3' 6' 36' l4 04 x CONT 1/2' X 10' • 32' OAC. 6'-1' TO 1'-0' NOW 8' 04 12' O.C. 04 18' O.C. 2 04 1 44 1 04 4' 8' 42' 04 x CONT I/2' X 10' a 32' O.G. 1'-10' TO 8'-0' FLOOR 8' 04 24' OZ. 04 IB' O.C. 2 04 1 04 1 04 5' 10' SEE FTCx SCHED. 1/2' X 10' a 32' O.C. 8'-1' TO 9'-0' FLOOR 8' 04 16' OC 04 IB' OIC, 2 04 1 04 1 04 6' 12' SEE FTG. SCI EED. 1/2'X 101,11 32' O.C. 9'-1' TO 10'-0' FLOOR 8' 04 II' OjC 1 04 11' OG 2 04 1 041 1 64 6' 12' 24' 12 04 x CONT 5/8' X 12' a 24' O.G. >10'-11+ RECL ENG - - - - - - - - - - REQ. ENG IS' -6' MAX STUD HEIGHT NOTES= 2x6 I. REBAR TO BE PLACED IN THE CENTER OF THE WALL AND EXTEND FROM THE FOOTING TO WITHIN 3' CF THE TOP OF THE WALL. HEM FIR 2.04 FOOTING DOWELS SHALL EXTEND 24' INTO THE FOUNDATION AND MATCH VERTICAL STEEL. I6'-0' MAX STUD HEIGHT 3. ONE BAR SHALL BE LOCATED IN THE TOP 3' AND ONE BAR IN THE BOTTOM 3' OF THE FOUNDATION WALL. 16' (THE REMAINING EQUALLY SPACED BETWEEN) 19'-0' MAX STUD HEIGHT 4. BARS SHALL BE PLACED WITHIN 2' OF THE OPENING AND EXTEND 24' BEYOND THE EDGE OF THE OPENING. P41 STU LVL STUDS S. THIS TABLE ASSUMES A MINIMUM OF 1500 PSF BEARING CAPACITY, 38 PSF EQUIVALENT FLUID PRESSURE AND A 2800 psi GLOBALLY STABLE SITE 21'-0' MAX STUD HEIGHT 6. ALL FOUNDATION STEPS SHALL BE 2'-0' MINIMUM. 1. USE 3' X 3' X 1/4' WASHERS, IF SLOTTED WASHER IS USED, ADD CUT WASHER I. 40 Ib SNOW LOAD S. J -ANCHOR BOLTS MAY BE REPLACED WITH 04 BARS a 12' OjC. EXTENDING 24' OUT OF FNP CAST INTO SUSPENDED SLAB FLOOR JO TO 9. LARGER FOO1`WjS SPECIFIED ON 5'-1' TO 1'-0' WALL MAY BE REDUCED TO SIZE SPECIFIED ON THE FOOTING SCHEDULE, AND VERTICAL REBAR SPACING OF 24' O.C. FOR FOUNDATION WALL MAY BE USED PROVIED THE FOLLOWING CONDITIONS EXIST: Doug fir E■ 1,600,000 psi Hem fir E= 1,300)600 psi A 5'-I'-1'-1' WALL LENGTH NOT TO EXCEED 10'-0' 3. 11'-0' max truss/rafter beating B. UNBALANCED BAC TILL DOES NOT EXCEED 4'-0' 2x6 PLATE x CONT. 10, MINIMUM STRENGTH REQUIRES 2,300 PSI CONCRETE, HOWEVER AS PER IRC 402.2 3)600 PSI CONCRETE SHALL BE USED FRAMING GENERAL NOTES 2015 IRC I. ALL BEARING HEADERS, JOISTS AND BEAMS SHALL BE DOUG FIR rl OR BETTER ALL BEARING COLUMNS SHALL BE DOUG FIR 02 OR BETTER ALL BEARING STUDS 4 TRIMMERS SHALL BE DOUG FIR 02 OR BETTER FOR MAX. HEIGHTS ALLOWED SEE STUD WALL HEIGHT SCHEDULE, GLU-LAMINATED TIMBER MEMBERS SHALL HAVE A MINIMUM ALL ALLOWABLE BENDING STRESS OF 2,400 pal (24F -V4) LAMINATED VENEER LUMBER SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF 216001261 2. PROVIDE SOLID BLOCKING AT LEAST 2 IN, THICK AND FULL DEPTH OF JOIST a ENDS AND AT EACH SUPPORT OF JOIST. PROVIDE SOLID BLOCKING a BEARING ENDS OF TRUSSES. 3. LAMINATED BUILT-UP BEAMS OF 2X MEMBERS SHALL BE SPIKED TOGETHER WITH NOT LESS THAN (2) ROWS Ibd SPIKES AT SIXTEEN -INCH (16 W CENTERS, STAGGERED. USE (2) ROWS 16d COMMON NAILS AT 3' OFF TOP AND BOTTOM OF BUILT UP BEAM. STAGGER TOP AND BOTTOM ROWS OF NAILS. 4. ALL ST111L1CTIAML SHEATHING SHALL BE APA RATED AND SHALL NOT EXCEED MAXIMUM SPAN RATING. ROOF SHEATHING SHALL BE 11/16' STRUC II WITH A SPAN RATING OF 24/16, ROOF SHEATWNG SHALL BE FASTENED TO FRAMING WITH ad a 6' OrC a BOUNDARY AND EDGES, 4 W/ 8d a 12' OiC. IN FIELD. FLOOR 514EAT14NG SHALL BE 64' STRICT II T4G WITH A SPAN RATING OF 40/20. FLOOR SHEATHING SHALL BE FASTENED TO FRAMNG WITH 8d a 6' O.C. a BOUNDARY AND EDGES, 4 W/ 8d a 12' O.C. a FIELD. 5. TRUSSES TO BE DESIGNED 4 ENGINEERED BY MANUFACTURER AND GUARANTEED TO WITHSTAND LOADS AS SHOWN IN DESIGN BASIS BELOW TRUSS MANUFACTURER TO DESIGN TRUSSES FOR ALL APPLICABLE SNOW LOADING CONDITIONS PER IRC 2015. 6. PROVIDE FIRE BLOCKING IN ANY STUD CAVITIES GREATER THAN 10-0'. 1. PROVIDE SIMPSON HI ANCHORS a EACH TRUSS ON BEARING ENDS OF ALL TRUSSES 4 RAFTERS. 8. PROVIDE JOIST HANGERS WHERE SHOWN, OR WHERE APPLICABLE. 9. PROVIDE TRIMMERS/STUDS UNDER BEARING ENDS OF GIRDER MISSES 4 BEAMS EQUIVALENT TO THE WIDTH OF THE MEMBER SUPPORTED, OR AS SPECIFIED ON FRAMING PLANS. 10. PROVIDE GABLE END TRUSSES AS REQUIRED. 11. ALL NONBEARING INTERIOR FRAMING a 16' OZ. 12. FRAMING TO INCLUDE ALL FURR DOWNS, PLANT SHELVES 4 CEILING RAFTERS AS PER PIAN. 13. ALL WOOD BEAMS AND HEADERS SHALL BEAR ON MIN" OF (1) TRIMMER STUD AT EACH END UNLESS SHOWN OTHERWISE. 14. PROVIDE SOLID BLOCKING IN FLOORS TO TRANSFER COLUMN PONT LOADS THROUGH FLOOR (P4' x Sill, IN', AND 14' L.VL'a) TO MATCH FLOOR SYSTEM. 15. HOT TUBS OR OTHER OWNER INSTALLED ITEMS THAT IMPOSE HEAVY LOADS ON STRUCTURAL MEMBERS WILL REQUIRE ADDITIONAL ENGINEERING F NOT SHOWN ON ORIGINAL PLANS USED FOR DESIGN, STRUCTURAL MEMBERS MAY NEED TO BE INCREASED FOR THE ADDITIONAL. IMPOSED LOADING. 16. USE A356 AT EACH CANTILEVERED JOIST TO BEARING WALL PLATE. DESIGN BASIS Framing Schedule DESIGN SOIL BEARING PRESSURE .................................1500 POP. ROOF LIVE LOAD ................................................. 40 RSF. DEADLOAD...............................................15 POP. SUSPENDED FLOOR LIVE LOAD.....................................40 RSP. DEADLOAD ............................................... 5 PbP. EXTERIOR BALCONY/DECK LIVE LOAD .............................. 60 PAR DEADLOAD...............................................10 P -SP. WINDOW WELL NOTES ESCAPE AND RESCUE WINDOWS WITH A FINISHED SILL HEIGHT BELOW THE ADJACENT GROUND ELEVATION SHALL HAVE A WINDOW WELL. WINDOW WELLS AT ESCAPE OR RESCUE WINDOWS SHALL COMPLY WITH THE FOLLOWING: 1. THE CLEAR HORIZONTAL DIMENSIONS SHALL ALLOW THE WINDOW TO BE FULLY OPENED AND PROVIDE A MINIMUM ACCESSIBLE NET CLEAR OPENING OF 9 SQUARE FEET. WITH A MNIMUM DIMENSION OF 36 INCHES. 2. WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44 NC1 ES SHALL BE EQUIPPED WITH AN APPROVED PERMANENTLY AFFIXED LADDER OR STAIRS THAT ARE ACCESSIBLE WITH THE WINDOW N THE FULLY OPENED POSITION THE LADDER OR STAIRS SHALL NOT ENCROACH INTO THE REQUIRED DIMENSIONS OF THE WINDOW WELL BY MORE THAN 6 INCHES. LADDERS SHALL HAVE AN INSIDE WIDTH OF 12' 4 SHALL PROJECT AT LEAST 3' FROM WALL AND RUNGS SHALL BE SPACED NOT MORE THAN 18' O.C. VERTICAL FOR THE FULL HEIGHT OF THE WINDOW WELL. BARS, GRILLES, GRATES OR SIMILAR DEVICES MAY BE INSTALLED ON EMERGENCY ESCAPE OR RESCUE WINDOWS, DOORS, OR WINDOW HELLS PROVIDED: 1. THE DEVICES ARE EQUIPPED WITH APPROVED RELEASE MECHANISMS WHICH ARE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL TOOL OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE OR RESCUE OPENING THE ESCAPE OR RESCUE OPENING LADDER BEYOND - SEE NOTE 02 ON WINDOW WELL NOTES FOR SPECIFICATIONS 6' PRE CAST CONK. WINDOW WELL (2) 6414ORIZ BARS CONT. OVER OPENING WINDOW (SEE PLAN) PROVIDE 12' OF 114 MINUS GRAVEL BASE BEGINNING 1' BELOW WINDOW SILL NOTE - SEE WINDOW WELL NOTES ABOVE SEE PLAN WINDOW WELL A2 scALE:1//4' IN i'-0' Wall Height Framing Schedule Ula I I Stud Lumber Trusses/Ra fters Trusses/Ra fters type Spac'g type/Grade Perp. to WaIi Parallel to Wall 3/4' T40 FLOORING SEE FRAMING 1x6 STUD WALL W/ STNS Is 16' O.C. 4 DOUG FIR 10'-0' MAX STUD HEIGHT 11'-0' MAX STUD HEIGHT 2x4 16' a BRICK SILL URETHANE HEM FIR 8'-6' MAX STUD HEIGHT S'-9' MAX STUD HEIGHT PROVIDE FLASHING BETWEEN STUCCO 4 DOUG FIR II' -b' MAX STUD HEIGHT 12'-0' MAX STUD HEIGHT 2X4 12' HEM FIR 10'-0' MAX STUD HEIGHT II' -6' MAX STUD HEIGHT BRCK/STONE VENEER O/BUILDMG PAPER DOUG FIR 16'-0' MAX STUD HEIGHT h'-0' MAX STUD HEIGHT 2x6 Ib' HEM FIR Il' -6' MAX STUD HEIGHT F1/'-0' MAX STUD HEIGHT WALL TIES B 24' O.C. MAX. HIORIZ AND SUPPORT DOUG FIR IS' -6' MAX STUD HEIGHT IS' -0' MAX STUD HEIGHT 2x6 12' HEM FIR 13'-b' MAX STUD HEIGHT I6'-0' MAX STUD HEIGHT P L STUDS LVL STU 16' 2800 pat 19'-0' MAX STUD HEIGHT 21'-0' MAX STUD HEIGHT P41 STU LVL STUDS 12' 2800 psi 21'-0' MAX STUD HEIGHT 21'-0' MAX STUD HEIGHT NOTES: I. 40 Ib SNOW LOAD FLOOR JO TO 2. Number 2 or better lumber must be used Doug fir E■ 1,600,000 psi Hem fir E= 1,300)600 psi SEE FRAM 3. 11'-0' max truss/rafter beating 2x6 PLATE x CONT. 4. Schedule reflects un -braced wall heights. 5. Full height stud walls which are braced laterally (trusses or rafters) wall heights may be reduced to the point at which the first lateral brace occurs. Special stud spacing conditions will be noted on floor plans and sections as designated by structural engineer. WALL 156 ASPHALT FELT. PROVIDE ICE SHEILDS a ALL EAVES 4 VALLEYS 4 UP ROOF 24' MR PAST INSIDE OF EXTERIOR WALL (TYPICAL.) 1/161 APA RATED OSB SHEETING W/'H' CLIPS a UNSUPP'D EDGES BLOWN INSULATION PLATE x CONT. 2x4 FURRING W/S S -J �- WATERPROOFING AS PER IRC 4062 a 16' O.C. W/ R-11 5ATT HORIZ BARS a 12' O.C. 4 R-1 URETHANE 64 VERT. BARS Is 12' O.C. 64 DOWELS a 12' O.C. 4' CONCRETE SLAB K �--FOUNDATION DRAIN AS PER IRC 8405.1 F -I A WALL SECTION ,42 J SCALE: 1/21 ■ 1'-0' 1.0 W=cfN iEd5'=Ui tvtvWo a 0 NQp4 to C1 QZ a3 �j clNZpU w 9 W O Z ROW INK REVISIONS date Item 0- N CAD TECH RD.A. MLEASE 1CAM DATE 1/16' APA RATED OSB 61 EETNG SEE ^ SHEARWALL SCHEDULE FOR NAILING 3/4' T40 FLOORING SEE FRAMING 1x6 STUD WALL W/ STNS Is 16' O.C. 4 6' BUILT OUT MITERED STUCCO TRIM R-13 BATT W/ R-1 a BRICK SILL URETHANE w PROVIDE FLASHING BETWEEN STUCCO 4 w BRICK 1/EPIEER WNJEEP HOLES LU � - BRCK/STONE VENEER O/BUILDMG PAPER ATTACH VENEER "' 022 GA CORRSION RES. BLOCKING AS RE IRED WALL TIES B 24' O.C. MAX. HIORIZ AND SUPPORT A MAX. OR 31/4 SQ. FT OF WALL AREA FOR ANi' OPENING GREATER THAN 16' ADDITIONAL TIES FLOOR A E OT) TO BE 36' O.C, MAX. AND WITHIN FLOOR JO TO SEE FRAM 2x6 PLATE x CONT. TAFDN R-15 RIM JOIST INSULATION WALL 2x6 PRESSURE TREATED PLATE PROVIDE WEEP HOLES • 33' O.C. %'4x10' AB.'6 a Y OG. NOT LESS THAN 3/16'4 WEEP HOLES (6' FROM ) UNO 70 BE LOCATED ABOVE FLASHING BY SHEARWALL DULE GRADE (MN. 2% SLOPE FROM ALL SIDES) 8' CONCRETE FOUNDATION WALL (TYP) 2x4 FURRING W/S S -J �- WATERPROOFING AS PER IRC 4062 a 16' O.C. W/ R-11 5ATT HORIZ BARS a 12' O.C. 4 R-1 URETHANE 64 VERT. BARS Is 12' O.C. 64 DOWELS a 12' O.C. 4' CONCRETE SLAB K �--FOUNDATION DRAIN AS PER IRC 8405.1 F -I A WALL SECTION ,42 J SCALE: 1/21 ■ 1'-0' 1.0 W=cfN iEd5'=Ui tvtvWo a 0 NQp4 to C1 QZ a3 �j clNZpU w 9 W O Z ROW INK REVISIONS date Item 0- N CAD TECH RD.A. MLEASE 1CAM DATE ME MAIN FLOOR PLAN SCALE: 1/4' = 1'-0' 24613 5Q.FT, UZZI TUB MENT, FIBER 486 MATT B, PROVIDE PANEL MORE DE'TECT'OR REt Rev owed for Code Compliance Building Inspector LU p�z H r a LUL" <Dzg F O z C9 w >- u� LU W � :ri _ LU%nISLLL 08 u� Q-1W�� ca = d, Z3 w 6Nz�0U END p O Ian->-ot9 o N w �— u> IY] caw Iowa NI Cc144 �_'gx�ui �w w �'IV O O o Q mi IL 1iEVISI" date Item i N CAD TECH RDA RELEASE 10/11/19 DATE A3 16'-m' 13'.11' w-14.14'-11' - 13I'll I '40' 1'-4' e 1 -2 PROVIDE GUA IL +36' W/BALUSTERS THAT A 4'+ SPHERE ALL NOT PASS 5 6 SL z+ 3 C t+ ON AS Q' TO MUD SET C.T. TUB SHOUTER I I CEMENT, FIBER SU O/ CEMENT VOR GLASS MATT $ G BACKERS � U COVER DECK -�"' BEDROOM N T — — T TAX DE SYSTEM ILL SLOPE �s PER 12 I I n p® p0 e] CARPET FLOOR BATH FX'D0 e m CEILING L ' TILE FL A X X 9'-0' CZIL ING - - - - 5'-il- - 16 II 503 II 6 I I 11-0W G m a I I I FX D I FX'D I I FX D11 xox r M L_ _j L____—JL—_J g 8 D _ 2%PC 500 FXV 260 C DBL 1 2 TI FL - _- - SUPE n R48 e N e u 28>� 28 I i e e 'v 13 -Im FZ "+ - �- -- -I B_ e 1('1 D FX'2626 'D FX1616 ----- 1.09 - 1114,6 0 4 -0 MASTER SUITE PROVIDE 5/8' TYPE 'X' GYP BRP ��' CARPET FLOOR BB BETWEEN GARAGE AND ALL LIVINGI SHELVING - I GARPEt LOOR -0' CEILING ° 9' $ REAS ON ALL BEAMS, WALLS, t I 1 - VAULTED CEILING AS CEILINGS (NAIL a 6' O.C.) W/(I) I -- J e -1 COAT FIRETAPE MINIMUM. I us BEDROOM o I r PROVIDE (2) LAYERS 5/8 TYPE I CARPET FLOOR 1 a+ 'X' GYP BRD ON CEILINGS WHERE I 9'-0' GEILMG ao O I 'I' JOISTS ARE USED ABOVE. I PROVIDE C.T. PAN W/ 4'+ DIRECT VEN11FIREPLACE W/ e e FLOOR DRAIN 1 VENT DRYER ly ( OUTSIDE COMBUSTION 3 -6 4 - I TO EXTERIOR W/ BACK w - — Sep a� AIR t STONE �IEARTH R.V. STORAGE I DRAFT DAMPER (DUCT LENGTH r 1 1 1 n 4' CONC. SLAB I DETEWINED BY IRC MI502.4.42) -- - SLOPE Ila' PER 12' I 3rd CAR VNG SHELVING -6' S AN RY I 16 I N _ EPDXY GOAL FLOOR 1 - 6 I I SLOPE a' PER 12' - 9' 1LING KITCHEN m �� - - TILE FLOOR 2 4 — EPDXY GOAT FLOOR V-0' CEILING -' In------------� r------------� - _ - --- - - - - - - - ® I LAUNDRY 1- ' FRi FRIDGE - I - - - - - I I� II INSULATED METAL i ( I IOP90 INSULATED METAL TILE FLOOR I TILE FLOOR I OVERHEAD DOOR W/OPENER I OVERHEAD DOOR W/OPENER -------------- -- - 18L IL I L -J I I I I go_e 8 _ . 9'-10' IDE GUARDRAIL +36° 15'-101' f I I I I 2 11 - MAS B aY MUD T .T. J _ � I _ 21 _m �TILEFL v c A SHALL 9'-0 I 1 I I I 1 _ 3 .� a 9 =m' GEIL of OR GrI t 0 I I I _ _ TILE FLOOR PASS I GYPSUMOUG P 1 I I 1 m "' 9 -m CEILING 1 a j A PUMP A XE I a+ 2 6. - I BENGH cr 2 1 _ ..0 I I I -IN SET8 IN R ®Rnt ® FLUE RISER W/ GL TITLE FLOOR STAMUDLL, SEAT! SU e W1 COW. STEPS AS ENT 10'-0' CEILING O/ CEMENT, FIDE T !/OR 680 A REGiU1 D _y GLASS MATT GY1°A p~i ACKERS x r _ W/ FLOOR DRAINII 5'- ' WAR ROB II Am r 41- I' 3'-6° -e II 11� --------- _ 9'-0' ILING II W_ I - DENT ;lj 1�0�� �io�sn-'; PROVIDE 5/8' TYPE 'X' GYP BRD CARPETL O X11 W I tT TED BETWEEN GARAGE AND ALL LIVING II 11 II AREAS ON ALL BEAMS, WALLS, t - - - - - CEILINGS (NAIL a 6' O.CJ W/(1) (2) 2_6f_� FXV 1 I 4 TOM I� _ = ReS - - R4 COAT FIRETAPE MINIMUM. X2,61®T 2�®� 1 1 I2DOCR 01 OR14, PROVIDE (2) LAYERS 5/a' Tl PE ( I I I W/ O ER D 2 C III 2' C 0 1 'X' GYP BRD ON CEILINGS WHERE L J _J I I1. 0' 1 'I' JOISTS ARE USED ABOVE. Q _ _ _ _ I I I �1 1 1' I I 3 0 1 0 1 1 e _ _166® xOX OV D V ANDA ® eo a ( LFX P L D -1 I I I >I � 1 261 1 1626 j 26291 ea CAP AB I OV R'D FXV FXV FX'D UM SOFFI �I i I I I I I;n AUTOS I AP SLAB 11 4' CONC. SLABIII �a' R 12' I!u L - - -_J, %- - - J aI I 1 4 I SLOPE 1'a' PER 12' IIIL I EPDXY COAT FLOOR 6 I I I ABOVE SEE FR4M 4 - BE ABV -BEAM ------ ----- I _`; ' REIPF. SLAB W ®� 04 BARS a 121 O . , i aja4m ssasOuUP . ,Zz ep[ ojd5' a EACH WAY W/ 3' '-0 I SSc20gbr�1 � I'-4' I'-4' 10-10'OVERHAWs 4' 10' I I — — — — — —— -e Zv e 306P C n 4060 FXV1 1'- 21-21' 5'-21' 2'4, ' 6 _816 10'-0' 31_04 _®e 51-0' 5'-0' 6'-0' 6'-0' 11-1' 61-6' 61-6' 2'-6' 31-3' 16'-0' ------------------ 10'-0' 12'-0' 15'-8' B _®e 121-41 94'-4' MAIN FLOOR PLAN SCALE: 1/4' = 1'-0' 24613 5Q.FT, UZZI TUB MENT, FIBER 486 MATT B, PROVIDE PANEL MORE DE'TECT'OR REt Rev owed for Code Compliance Building Inspector LU p�z H r a LUL" <Dzg F O z C9 w >- u� LU W � :ri _ LU%nISLLL 08 u� Q-1W�� ca = d, Z3 w 6Nz�0U END p O Ian->-ot9 o N w �— u> IY] caw Iowa NI Cc144 �_'gx�ui �w w �'IV O O o Q mi IL 1iEVISI" date Item i N CAD TECH RDA RELEASE 10/11/19 DATE A3 8R a� Luis a NI CC O V a a O J LLM N, MAN" (Mts fwm CAP TECH RCA RELEME DATE mnvw5 A4 9 - M -E oTDFT13 FRAME BOX SE14ND WINDOW N TRUSSES- PAINT FLAT BLACK AND PROVIDE 1-1131-ITING AS III 14APOIE 150AFO 0/ WEATHER BARRIER -i-k[;2 FI ff�(02 91) V 2%P II 2%0 FX'D DECORATIVE DENTILS CACCIRD, W/ OWER I I I I II I I I "TOM VENEER 0/ (2) LAYERS L -CEDAR SHUTTERS\ -a. REIW. SLAB I �—STO!e VENEER 0/ (2) LAYERS WORDIII OWNER 04 BARS 0 12' 01 GRADE V BLDG. PAPER (SEE F, -L -OWARADE VLII E41I LIM - - - - - - - L 7 - - - - - - - - - - - - - - - 7 J- 7 -1. . - - - - - - - - - L I LL SECT. A -A2 FOR ATTACHMENT -I EACH WAY W1 380}1. I WALL SECT. A;A2 FOR ATTACI-IMENT - - - - - - - I ------------------I 1 I 4R lll% IGEMIFNT (TYP) NOTE: THIS WALL MUST BE BUILT AS A RAKE WALL WARDIE SHAKE 0/- WEATHER IWEAT14ER BARRIER 12 VIPs %L4I CAULK AND FLASH ALL DOM 4 WINDOW OPENINGS (TYP-) NI PROVIDE COW. ALUM. RAIN GUTTER AROUND ENTIRE ROOF COORDINATE DOUNSPW LOCATIONS 1111 CONTRACTOR. wd-10,'/ • 111R I ! ZUA=",I= BOARD A1' �GAF T111115EMINE SHINGLES 0/ FELTEX ROM LINDERI-AYMENT PRI ICE SHIELD * ALL VALLEYS 4 A MN"JM OF 241 BEYOND INSIDE OF WALL UP PDOF a ALL EAVES - -i� FER I FEW LE 3 1 I I a) =3 �u� xOX Nz CAULK AND FLASH ALL DOM 4 WINDOW OPENINGS (TYP-) NI PROVIDE COW. ALUM. RAIN GUTTER AROUND ENTIRE ROOF COORDINATE DOUNSPW LOCATIONS 1111 CONTRACTOR. wd-10,'/ • 111R I ! ZUA=",I= BOARD A1' �GAF T111115EMINE SHINGLES 0/ FELTEX ROM LINDERI-AYMENT PRI ICE SHIELD * ALL VALLEYS 4 A MN"JM OF 241 BEYOND INSIDE OF WALL UP PDOF a ALL EAVES - -i� FER I FEW LE 3 1 I I ZUATERPROOrlNG AS FRONt ELEVATION PER III 8406.2 :SCALE -1/4' /- - - - - - - - - - - - - - - - - T- L - - - - - - - - - - - - L T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - Z14ARDE MEET N-U-MBFR. DISPLAY ON 14-OAIE, 1YA12' TURTLE VENTS W/ INSECT SCREENS �GAF TIMBEII SHNGLES, 0/ FELTEX ROOF LINDEFIILAYMENT PROVIDE ICE SHIELD * ALL VALLEYS 4 A MINIMUM OF 241 BEYOND INSIDE OF WALL UP ROOF * ALL EAVES IF H ZWARPIE BOARD 0/ WEATHER BARRIER -7 ISI HARDIE BOARD 0/ WEATHER 5AJWJER— II�EATWER BARRIER7 r- - - - - - - - - - - - - - OXO 4W SL All OL r-------------- - - - - - - - - - - - - - - - - 7 L - - - - - - - - J I (-IWATEIWROOPWx AS L - - - J- -L - - - I - - - - - - - - - - - - - - - - - GROUND SURFk, L ---------- i L T-7-3 PER IRCR4062 L 7-7 -1 L -------------- i L ------- i L ------- i ----------- AWA, FROMFOUII I I I I I I MINKIOF 6" WIITK��,-,,6 F- ----------------- T- 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- L- - - - - - - - - - - - - - - - - - I - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --L------------------------J REAR ELEVATION SCALE -1/4' a I' -V' Revievved for Code Compliance Building Inspector Lu ~ a) =3 xOX Nz ZUATERPROOrlNG AS FRONt ELEVATION PER III 8406.2 :SCALE -1/4' /- - - - - - - - - - - - - - - - - T- L - - - - - - - - - - - - L T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - Z14ARDE MEET N-U-MBFR. DISPLAY ON 14-OAIE, 1YA12' TURTLE VENTS W/ INSECT SCREENS �GAF TIMBEII SHNGLES, 0/ FELTEX ROOF LINDEFIILAYMENT PROVIDE ICE SHIELD * ALL VALLEYS 4 A MINIMUM OF 241 BEYOND INSIDE OF WALL UP ROOF * ALL EAVES IF H ZWARPIE BOARD 0/ WEATHER BARRIER -7 ISI HARDIE BOARD 0/ WEATHER 5AJWJER— II�EATWER BARRIER7 r- - - - - - - - - - - - - - OXO 4W SL All OL r-------------- - - - - - - - - - - - - - - - - 7 L - - - - - - - - J I (-IWATEIWROOPWx AS L - - - J- -L - - - I - - - - - - - - - - - - - - - - - GROUND SURFk, L ---------- i L T-7-3 PER IRCR4062 L 7-7 -1 L -------------- i L ------- i L ------- i ----------- AWA, FROMFOUII I I I I I I MINKIOF 6" WIITK��,-,,6 F- ----------------- T- 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- L- - - - - - - - - - - - - - - - - - I - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --L------------------------J REAR ELEVATION SCALE -1/4' a I' -V' Revievved for Code Compliance Building Inspector Lu ~ a) =3 Nz z 45 Lu Lu CID 3: 0 Cl ma a w< C41 w a I" 2 --j f-- W 4 �-!,q -I" cs?e REVISIONS date III CAP TECH RELEASE DATE UrIMU7 z Lu Lu CID 3: —1 11II A REVISIONS date III CAP TECH RELEASE DATE UrIMU7 40 YEAR GAF SNIN64 S O/ 05 ASPHALT FELT PROVIDE ICE SHIELD + ALL VALLEY' 4 A MINIMUM OF 14' YON[ INSIDE OF WALL UP + ALL EAVES � I J 1/16' APA RATED 080 SHEETING WPW' CLIPS + UNSUPPORTED EDG0 0 2'-4' 4. x, EXTEND OVERHAWs FOR RADIUS EAVE , i 2xS FASCIA WRAP ( L INU W/.032 ALUMM—�°-� VENTED ALUMINUM SOFFIT 8' ALUMINUM CROWN TRIM FOR LOCATIONS SEE ELEVATIONS MAINTAIN I' OPENING FOR AIR CIRCULATION 12 1 EAVE DETAIL 0-01 STANDING SEAM MTL ROOF W/ ICE SHIELD UNDER 1/16' APA RATED SHEETING W/'H' Cl + UNSUPPORTED 2x10 FASCIA WRAF .032 ALUMINUM .- - Hr-* EAC14 TRUSS HEADER SEE FRAMING 2x6 STUD WALL W/STUDS + IV O.C. W/R-13 BATT 4 R-1 URETHANE 1/16' APA RATED OSB SHEETING SEE SHEARWALL SCHEDULE FOR NAILING WINDOW SEE FLOOR PLAN 2 EAVE DETAIL A (o SCALE:IV21 ■ 1'-0' FLASHING GENERAL NOTES FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING A WALL, ROOF OR FLOOR AND REDIRECT IT TO THE EXTERIOR FLASHING SHALL BE INSTALLED AT THE PERIMETERS OF EXTERIOR DOOR AND WINDOW ASSEMBLIES, PENETRATIONS AND TERMINATIONS OF EXTERIOR WALL ASSEMBLIES, EXTERIOR WALL ASSEMBLIES, EXTERIOR WALL INTERSECTIONS WITH ROOFS, CHIMNEYS, PORCHES, DECKS, BALCONIES AND SIMILAR PROJECTIONS AND AT BUILT -N GUTTERS AND SIMILAR LOCATIONS WHERE MOISTURE COULD ENTER THE WALL. FLASHING WITH PROJECTED FLANGES SHALL BE INSTALLED ON BOTH SIDES AND THE ENDS OF COPINGS, UNDER SILLS AND CONTINUOUSLY ABOVE PROJECTED TRIM. A FLASHING SHALL BE INSTALLED AT THE INTERSECTION OF THE FOUNDATION TO STUCCO, MASONRY, SIDING OR BRICK VENEER THE FLASHING SHALL BE AN APPROVED CORROSION - RESISTANT FLASHING AND RETURN PARTIALLY THROUGH THE DEPTH OF THE WALL. 8103.15, R103.6, 89032, 8905 PPROX IID' 7 -INSTALL THIS PIECE LAST 11 F-1 ZUJINE)OUJ OPENING TALL THIS PIECES 2nd N m r I � � I J '--INSTALL THIS PIECE let AWINDOW FLASHING Ab SCALE: 1' ■ 1'-0' T� OP ELATE Q to TA� TTG T� F'L4TE LGAF TIMBERLINE SHINGLES O/ FELTEX ROOF UNDERLAYMENT PROVIDE ICE SHIELD + ALL VALLEYS 4 A MINIMUM OF 24' BEYOND INSIDE OF WALL UP ROOF + ALL EAVES STANDING SEAM MTL ROOF W/ 3 r�- ICE SHIELD UNDER ENTIRE ROOF �- f _O D ----- a - I 1 e� I r y bq/D LHARDIE BOARD O/ C WEATHER BARRIER it I !I II L rU)c� 12'x12' TURTLE VENTS W/ INSECT SCREENS GAF TIMBERLINE SHINGLES O/ LTEX ROOFUNDERLAYMENT IDE ICE SHIELD + ALL VALL 4 A MINIMUM OF 24' BEYOND I E OF WALL UP ROOF + ALL W/ BALUSTERS SUCH THAT A 44 SPHERE SHALL I I F- T---1 I 261 2 L------- __ _ - 0 610 2610 F j j I®I SL I ] FX'D FX'q FX'D - L - - - - - - - - - - -1- -� WATERPROOFING AS 1 I I I STONE GRAPE DG PAPER (SEE I PER IRC 84062 1 $ I I I I / WALL SECT. A -.A2 FOR ATTACHMENT I 1 I I I I L 4 REINFORCEMENT (TTP -)1 L-- -L - J I WATERPROOFING AS I I I I 1 L PER IRC R4062-7 I I IIr-L---------I-�-----------------------------------------------I--1 rJ-Ln IL — — — — —I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I— — J L — — — J RIGHT ELEVATION SCALE: 1/4' ■ 1'-0' 12'x12' TURTLE VENTS W/ INSECT SCREENS I I I I I Ir�----------------------------------I7-------------------- —I—I— I� I WATERPROGFINGAS L----------------------------------------J----------------------------I---1 PER IRC R4062 STONE VENEER O/ (2) LAYERS I.. I I I L- — — — — — — — — — — — — — — — — — — — — LEFT ELEVATION GRADE D BLDG PAPER `SEE WALL SECT. A:A2 FOR ATTACHMENT 4 REINFORCEMENT (TYPJ SCALE- 1/4' 1'-0' Reviewed for Code Compliance Building Inspector 0.-4LUZ r f- �LULU �pn�z 4A Q ='o N iY O WW IL t7 WZZ�N W LU %Z) yj njRn��On� W �UWsta0 n zn�W W� C �4<=Z —`'a a It6:ARURT2 O p O �zz ~W Q�W�u�n > a, zd ccOita W � to to iu OW= M-4 NW1 Q 0 rm > J W O rc LUW REVISIONS date Item CAD TECH RELEASE DATE N m N 0 (� iQ Im ly O C1 REVISIONS date Item CAD TECH RELEASE DATE ROOF BEAM SCHEDULE LVL- LAMINATED VENEER LUMBER GLS- GLUCAN BEAM DIM- DIMENSIONAL LUMBER MARK TYPE SIZE NOTES R5-1 L.V.L. (2) 19/4' x 151/2' HEADER R15-2 DIM (2) 2x10's HEADER R13-3 DIM (2) 2x10'e HEADER R15-4 DIM (2) 2x10'& HEADER R5-5 L.V.L. (2) P/4' x 111V HEADER R540 L.V.L. (3) 19/4' X 16' HEADER R13-1 DIM (2) 2x10'e HEADER R5-8 DIM (2) 2x10& HEADER RB -S L.V.L. (2) P/4' x 91/2' BOTTOM OF BEAM • BOTTOM OF TRUSSES RS -10 DIM (2) 2x10'e HEADER R15-11 DIM (2) 2x10'& HEADER R5-12 DIM (2) 2X10'6 HEADER R15-13 L.V.L. (2) 13/4' x 1116' HEADER R5-14 L.V.L. (2) P/4' x 91/2' HEADER R15-15 L.V.L. (2) P/4' x 1116' TOP OF BEAM ■ BOTTOM OF TRUSSES R8-16 L.V.L. (3) 134' X 1116' TOP OF BEAM - BOTTOM OF TRUSSES R5-11 L.V.L. (2) P/4' x 1116' HEADER R5-18 DIM (2) 2x10'8 HEADER R5-115 DIM (2) 2x10'® HEADER R5-20 DIM (2) 2x10& HEADER R15-21 L.V.L. (2) 13/4' x 151/2' TOP OF BEAM - BOTTOM OF RAFTERS R5-22 L.V.L. (3) 13/4' x 151/2' TOP OF BEAM ■ BOTTOM OF RAFTERS R5-23 L.V.L. (2) 13/4' x 151/2' TOP OF BEAM - BOTTOM OF RAFTERS R5-24 L,YL. (2) 13/4' x V/2' TOP OF BEAM - BOTTOM OF RAFTERS R15-25 DIM (2) 2x10& HEADER, ABOVE R5-26 DIM (2) 2x10'* HEADER, BELOW R5-21 DIM (2) 2x10'a HEADER R5-28 L.V.L. (2) 13/4' x 151/2' HEADER R5-215 DIM (2) 2x10'* HEADER R5-30 DIM (2) 2x10& HEADER R5-31 L.VL. (2) P/4' X 151/2' HEADER RB -32 L.V.L. (2) P/4' x 11/8' BOTTOM OF BEAM m BOTTOM OF TRUSSES R5-33 L.Y.L. (2) P/4' x SI/2' HEADER R13-34 L.V.L. (2) P/4' x IN' BOTTOM OF BEAM - BOTTOM OF TRUSSES RB -35 MAIN FLOOR BEAM SCHEDULE GLIB LAMINATED VENEER LUMEIER GCB- GLUCAN BEAM DIM- DIMENSIONAL LUMBER MARK TYPE SIZE NOTES MF5-1 DIM (2) 2x106 HEADER MF5-2 STEEL W1046 TOP OF BEAM - 11/2' BELOW BOTTOM OF JOISTS MF5-3 STEEL WIOX26 TOP OF BEAM ■ 11/2' BELOW 50TTOM OF JOISTS MF5-4 L.V.L. (2) P/4' x 91/2' HEADER MF5-5 L.V.L. (2) P4' x 151/2' HEADER MF5-6 L.V.L. (3) P/4' x 11V TOP OF BEAM - BOTTOM OF JOISTS MF5-1 L.V.L. (2) P/4' x 1116' TOP OF BEAM ■ BOTTOM OF JOISTS MM -9 L.Y.L. (2) 13/4' x 151/2' TOP OF BEAM - 50TTOM OF JOISTS MFS -S DIM (2) 2x10'e TOP OF BEAM - BOTTOM OF JOISTS MFS -10 L.Y.L. (2) 13/4' x 1116' TOP OF BEAM ■ TOP OF JOISTS MFB-Il L.V.L. (1) 134' x 1116' TOP OF BEAM - TOP OF JOISTS MFB-12 DIM (2) 2x10'* HEADER MFS -13 DIM (2) 2x10's HEADER MFB-14 GLB 51/8'x131/2' TOP OF BEAM - TOP OF DECK JOISTS (EM. GRADE) MFB-15 GLB 51/8'x131/2' TOP OF BEAM - TOP OF DECK JOISTS (EXT. GRADE) MFS -16 GLS 51/8'x12' TOP OF BEAM - TOP OF DECK JOISTS (EXT. CsRADE) MF15-11 L.V.L. (2)13/41 x 1116' TOP OF BEAM - TOP OF JOISTS MFa-18 MFS -115 MFB-20 1_608 25300 g • 6' O.C. EA SIDE r -PLY P4' LVL STAGGER SEAMS ROOF DIAPHRAGM: 1/16' APA RATED OSS SHEETINO, NAILED W/ ed a 6' O.C. AT DIAPHRAGM BOUNDARIES SUPPORTED EDGES. NAIL W/ Sd a 12' OiC. AT FIELD. NOTE: ALL Mr. BEARING HEADERS TO BE (2) 2x10'* AND ALL EXTERIOR HEADERS TO BE (2) 2x10'* UNLESS NOTED OTHERWISE ROOF FRAMING PLAN (40 LB SNOW) SCALE: 1/8' ■ 1'-0' EWA= FLOOR DIAPHRAGM: 34' APA RATED T4G OSB SHEETMG, GLUED AND NAILED W/ 10d a 6' O.C. AT DIAPHRAGM BOUNDARIES AND SUPPORTED EDGES. NAIL W/ 10d a 12' O.C. AT FIELD NOTE: ALL INT. BEARMG HEADERS TO BE (2) 2x10'8 AND ALL EXTERIOR HEADERS TO BE (2) 2x10'6 UNLESS NOTED OTHERWISE MAIN FLOOR FRAMING PLAN SCALE:1/8' = 1'-0' '8 e O.C. SCK t0 DER) 01 VE L0,; .> .vrr,5.r IGS^q�+1 )de Compliance i �7ay ng Inspector Lu ww=Nz0 F ��w�cwn� W QQ U�y Z WfuWn= 0a UTLou`gg.4 = �0 <<Mowm a O Z #-w - A LL z� wi}wp > Q ANwV�Q N� W m H �d)0. w ®I W OZ 4_' zj �1 ON N Cc w 'L'tmxz_ + �_Lu i`�Nw�' Z J IL Z a V. REVISIONS date Item N i CAD TECH RD.A. RELEASE 10/11/19 DATE A7 TOP T m s T.O. FTG 1116' APA RATED OS5— SHEETING SEE SHEARWALL SCHEDULE FOR NAILING 2x6 STUD WALL W/STUDS- 0 I6' O.G. W/ R-13 BATT 4 R-1 URETHANE STONE VENEER 0/(2) LAYERS GRADE 'D' BUILDING PAPER W/22 GA GI TIES • V O.C. EA WAY FOOTING DRAM AS� PER IRC R405J TOP KATE 1/16' APA RATED 065— SHEETING SEE SHEARWALL SCHEDULE FOR NAILING 2x6 STUD WALL W/STUDS- 16' O.C. W/ R-13 BATT 4 R-1 URETHANE STONE VENEER 0/(2) LAYERS GRADE 'D' BUILDING PAPER W/12 GA GI TIES a 16' O.G. EA WAY STAIR GENERAL NOTES: TA. FTG, FOOTING DRAM AS ---,,,,o PER IRC 8405) F -I O-IF AREA UNDER STAIRS x - HANGER TO DE NI LU cc IS TO BE USED AS STORAGE - SHPSON LS90 OR ECIUIV. N PROVIDE TYPE 'X' GYP BRD-HANDRAIL SIZE TO BE 11114' O ON ALL WALLS I STRINGERS -TREADS SHALL BE MIN. 10' O TO 2%, AND BE LOCATED 34' MIN. AND 38' MAX. ABOVE LUe RISERS SHALL BE MAX.1/4' STAIR TREAD TANGENT LINE Q O -MIN. HEADROOM HEIGHT TO O -5/4 PS. TREADS 0 BE V -S' MEASURED FROM 7 O STAIR TREAD TANGENT LINE -STAIR STRMGER TO BE O -1/S PINE KICK BOARDS VS TIMBERSTRAWD LSL STAIR STRINGER R.V. STORAGE 4' O NC. SLAB SLOPE 'W PER 12' EPDXY COAT FLOOR GAF TIMBERLINE SHINGLES O/ FELTEX ROOF UNDERLAYMENT PROVIDE ICE SHIELD a ALL VALLEYS 4 A MINIMUM OF 24' BEYOND INSIDE OF WALL UP - ROOF a ALL EAVES R-30 5ATT INSULATION 3rd CAR 4' CONC. SLA5 SLOPE 11e' PER 12' EPDXY COAT FLOOR FOOTING DRAM AS PER IRC R405J GAF TIMBERLINE SHINGLES O/ FELTEX ROOF UNDERLAYMENT PROVIDE ICE SHIELD a ALL VALLEYS 4 A MINIMUM OF 24' 5EYOND INSIDE OF WALL UP - ROOF ® ALL EAVES n :r 7 MINAWILI F-2 BEDROOM CARPET FLOOR 9'-0' CEILING RECREATION CARPETFLOOR V -S' CEILING S� TRUSSES SEE FRAMING IN HALL TILE FLOOR 9'-0' CEILIN KITCHEN TILE FLOOR 9'-0' CEILING 1/16' APA RATED 085 SHEETING 1U/'H' CLIPS a ALL UNSUPPORTED EDGES R-30 5ATT + 2' CELL FOAM (R- R -44 TOTAL 0 in DIVING TILE FLOOR SLOPED CEILING 3S4' T4G FLOORING SOLID SLOCKM NAILED 4 GLUED a ALL BEARING BCI IN' 'I' JOISTS SEE FRAMING CONC. SLAB \-11,'2'a GRAVEL' 4' MIN. DEPTH AS REQ'D 5Y R42622 /AFRAMING SECTION A& SCALE:1/4' ■ V-0' W.I.C. CARPET FLOOR 9'-0' CEILING 0 R-42 BLOWN -IN INSULATION KITCHEN TILE FLOOR 9'-0' CEILING 3/4' T4G FLOORING r -NAILED 4 GLUED THEATER BAR CARPET FLOOR V-8' CEILING 88 FRAMING SECTION ,48 SCALE: 1/4' ■ 1'-0' 1/16' APA RATED 085 SHEETING SEE 8-EARWALL SCHEDULE FOR NAILING •2x6 STUD WALL W/STUDS - e 16' O.G. W/ R-13 5ATT 4 R-1 URETHANE -1A&'APA RATED OS5 SHEETING SEE SHEARWALL SCHEDULE FOR NAILING •2x6 STUD WALL W/STUDS e 16' OAC. W/ R-13 5ATT 4 - R-1 URETHANE iq FOOTING DRAM AS PER IRC R405J DE '�i7.' MINIMUM ROOF LIVc r.�.: . Vl" VAND 85 M.Q.H. ICZONE M EAT ROOM ARPETFLOOR VAULTED CEILING ]] LL' THEATER CARPET FLOOR 8'-8°-10'-8' CEILING TOP 1/16' APA RATED OSB SHEETING WPH' CLIPS a ALL UNSUPPORTED EDGES L----- TOP PLATE 1/16' APA RATED 085 SHEETING SEE SHEARWALL MASTER SLATE SCHEDULE FOR NAILING CARPET FLOOR 2x6 STUD WALL W/STUDS 9'-0' CEILING s 16' OAC. W/ R-13 BATT 4 e' R-1 URETHANE SOLID BLOCKING e ALL BEARING _ FLOOR IAVAPA RATED OSB T.O. SHEETING SEE SHEARWALL u SCHEDULE FOR NAILING 2x6 STUD WALL W/STUDS • I6' O.G. W/ R-13 BATT 4 BEDROOM R-1 URETHANE CARPET FLOOR STONE VENEER 0/(2) V-8' CEILING ao LAYERS GRADE °D' BUILDING PAPER W/22 GA GI TIES a 16' O.C. EA WAY T.O. n �FOOTMG DRAIN AS \-11/2'0 GRAVEL a 4' MIN. DEPTH F -I PER IRC 8405.1 >.. _ _ , .. �,� �:. , AS REQV 5Y 842622 F -I F -I Oo��n ww=°n 'c#�aLL Nd� i t=O[nz CLL" u -i Q tv-> Lu r ON cc Q x OR AL0 NI LU cc 0 m - N REVISIONS date Item CAD TECH RDA RELEASE 10/11/19 DATE 0 m N N lY LUe O 3 Q m 0 7 O 0 REVISIONS date Item CAD TECH RDA RELEASE 10/11/19 DATE 6 PLUMBING GENERAL NOTES I. ALL WORK PERFORMED SHALL. COMPLY WITH ALL CURRENT NATIONAL AND LOCAL BUILDING CODES 2. PLUMBING CONTRACTOR TO OBTAIN CITY/STATE BUSINESS LICENSE BEFORE STARTING WORK 3. PLUMBING CONTRACTOR SHALL PROVIDE 114' COPPER SUPPLY LINE FROM WATER METER FURNACE ROOM. WATER LINE TO BE PLACED UNDER SLAB WHERE APPLICABLE. 4. PLUMBING CONTRACTOR SHALL VERIFY SIZE 4 LOCATIONS OF UNDERGROLND UTILITIES PLL115M CONTRACTOR SHALL VERIFY SIZE 4 LOCATIONS OF UNDER'sROUND UTILITIES. COORDINATE WITH ALL OTHER TRADES PRIOR TO MAKING FINAL CONNECTIONS. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION OF ALL FIXTURES. 6. INTERIOR WASTE AND VENT LINES TO BE A9.5. 1. INTERIOR COPPER TO BE TYPE 'M' INSTALLED WITH PLASTIC ISOLATORS. S. NO SUBSTITUTIONS FROM FIXTURE SCHEDULE ARE ALLOWED, EXCEPT BY OWNERS APPROVAL. 9. PROVIDE CP. ESCUTCHEONS AT PIPE SLEEVES FOR EXPOSED BARE PIPE. PACK ANNULUS AT (U HOUR FIRE WALLS. PLUMBING LINES Urough GARAGE FIRE WALLS MUST BE METAL PIPING. THIS INCLUDES WASTE LINES, VACUUM LINES, AND SUPPLY LINES. AN APPROVED FIRE STOP MATERIAL MUST BE USED. 10. PROVIDE A PRESSURE REGULATOR AND SHUTOFF VALVE, FOR LOCATION SEE PLUMBING PLAN. 11. OFFSET ALL VENT STACKS IN ATTIC SPACE TO REAR OF ROOF WHERE POSSIBLE. 12. PROVIDE lb GALLON PER FLUSH TOILETS 4 25 GALLON PER MINUTE SHOWER HEAPS. 13. PROVIDE EXPANSION TANKS FOR WATER HEATERS AS PER LOCAL. JURISDICTION. 14. NO SLIP JOINT PLUMBING CONNECTIONS IN CONCEALED CONSTRICTION AREAS (BATH TUBS). 15. INDIVIDUALLY INSULATE ALL PLUMBING, SUPPLY AND DRAIN LINES IN AREAS SUBJECT TO FREEZING (EXTERIOR WALLS, ATTICS, CRAWL SPACES, GARAGES AND EXTERIOR WALL). PROVIDE SPRAY -IN URETHANE TO PREVENT FREEZING PROBLEMS. 16. PLUMBING PENETRATIONS THROUGH GARAGE FIRE WAILS MUST BE METAL PIPING OR HAVE AN APPROVED THROUGH PENETRATION FIRE STOP INSTALLED 11. PROVIDE ANTI -SCALD SHOWER VALVES ON ALL SHOUTER AND TUB COMBINATION INSTALLATIONS. 18. PROVIDE 21' CLEARANCE IN FRONT OF SINKS, WATER CLOSETS, AND TUBS. PROVIDE 24' CLEARANCE IN FRONT OF SHOWER DOORS. 19. IF PLUMBING MANIFOLD SYSTEM IS BEING USED, SYSTEM MUST BE ACCESSIBLE 20. HOT WATER SUPPLIED TO BATHTUBS t WHIR POOL TUB VALVES SHALL NOT EXCEED THE MAXIMUM TEMPERATURE OF 1200F. 21. BACK WATER VALVES ARE REQUIRED UNLESS IT CAN BE ESTABLISHED THAT A FIXTURE IN THE BASEMENT OR LOWEST LEVEL OF HOME IS NOT BELOW THE ELEVATION OF THE UPSTREAM MANHOLE COZIER THIS WILL REQUIRE THE BASEMENT FLOOR TO BE PLUMBED INDEPENDENT FROM THE UPPER FLOORS. PLUMBING LINE TO BE APPROPRIATELY CONFIGURED AND BACKWATER VALVES INSTALLED PER THE REQUIREMENTS OF IRC SECTION 'P M AT THE TIME OF THE SUB -ROUGH INSPECTION. 22. ALL PLUMBING VENTS THROUGHT THE ROOF TO BE MINIMUM 3' PIPE. IRC P31O32 MECHANICAL GENERAL NOTES I. ALL WORK PERFORMED SHALL COMPLY WITH ALL CURRENT NATIONAL AND LOCAL IBULDING CODES. 2. MECHANICAL CONTRACTOR TO OBTAIN CITY/STATE BUSINESS LICENSE BEFORE STARTING WORK 3. MECHANICAL CONTRACTOR TO PROVIDE COMBUSTION AIR TO FURNACE AREA IN ACCORDANCE WITH CURRENT NATURAL GAS COMPANY SPECIFICATIONS. COMBUSTION AIR TO BE PLACED PER LOCATICN SHOWN ON MECHANICAL PLAN. PROVIDE UNITE METAL EXTERIOR GRILLE. 4. ALL MECHANICAL SYSTEMS SHALL BE SIZED LAR3E ENOUGH TO HEAT/COOL BASEMENTS WHEN FINISHED. 5. ALL SUPPLY AND RETURN AIR PLENUMS ARE SHOWN IN APPROXIMATE LOCATIONS. MECHANICAL CONTRACTOR TO PROVIDE EXPERTISE IN ACTUAL LOCATIONS OF PLENUMS TO MINIMIZE PURR -DOWNS IN FUTURE BASEMENT AREA. 6. MECHANICAL CONTRACTOR TO PROVIDE 4' METAL DUCTING FROM REST ROOM FANS TO EXTERIOR WITH WHITE METAL TEF"INATION CAP. SEE MECHANICAL PLAN FOR LOCATION. 1. FOR CONDENSER LOCATIONS SEE MECHANICAL FLANS. 8. VERIFY 'FIT' OF DUCTS AND PIPING PRIOR TO FABRICATION. S. OFFSET FLU STACKS IN ATTIC SPACE TO REAR OF ROOF WHERE POSSIBLE. PAINT ALL FLU STACKS TO MATCH SHINGLE COLOR 10. MECHANICAL CONTRACTOR TO PROVIDE 4' DIA METAL DUCTING FROM DRYER LOCATION TO EXTERIOR WITH WHITE TERMINATION CAP. DUCTS TO BE METAL WITH SMOOTH INTERIOR SURFACES EQUIPPED W/BACK DRAFT DAMPERS, TERMINATE AT THE EXTERIOR OF THE BUILDING, AND NOT BE INSTALLED WITH SHEET METAL SCREWS. MAXIMUM DRYER DUCT LENGTH DETERMINED BY IRC M WA 11. ALL GAS LINES MUST BE PRESSURE TESTED AT ROUGH INSPECTION. QUESTAR GAS NO LONGER PROVIDES THIS SERVICE AND IS THEREFORE REQUIRED BY THE HVAC CONTRACTOR AT ROWN INSPECTION 12. GAS LOG APPLIANCES WITHOUT A FLAME SAFEGUARD DEVICE (AUTO LIGHTING DEVICE OR PILOT) SHALL NOT BE PERMITTED. GAS LOGS AND GAS APPLIANCES SHALL HAVE A SHUT-OFF VALVE WITHIN 6 FEET OF THE APPLIANCE. -IRC 62420 13. FIREPLACE FLIES SHALL BE SEPARATED FROM ATTIC SPACES BY A SHAFT OF V SHEET ROCK OR 34' STRAND BOARD OR PLYWOOD. 14. CSST STAINLESS STEEL GAS LINE MAY BE USED BUT MUST BE SIZED AND APPROVED BEFORE INSTALLATION. ANY CWT INSTALLED MUST BE VISUALLY INSPECTED AND PRESSURE TESTED BEFORE BEING CONCEALED WITHIN CONSTRUCTION. 15. NO CLOTH TYPE DUCT TAPE IS ALLOWED. METALLIC OR FOIL TAPE MUST BE USED. 16. ALL JOINTS, TRANSVERSE AND LONGITUDINAL SEAMS AND CONNECTIONS MUST BE PROPERLY SEALED WITH TAPE OR MASTIC. h. GAS LINES SHALL NOT PASS THROUGH OR PENETRATE ANY DUCT OR PLENUM 18. GAS PIPING SHALL NOT PENETRATE A BUILDING FOUNDATION BELOW GRADE. 19. VENTS FOR RURNACES AND WATER HEATERS SHALL BE SIZED IN ACCORDANCE WITH THE GAMMA VENT TABLES 803 TO 804 AS LISTED IN THE 2012 IRC. 20. IF FORCED AIR UNIT IS LOCATED WHERE CONDENSATION MAY DAMAGE BUILDING COMPONENTS, A WATER DETECTION DEVICE MUST BE INSTALLED OR RUN SECONDARY LINE TO OBSERVABLE LOCATION 21. RANGE HOODS THAT ARE CAPABLE OF EXHAUSTING AIR TO THE OUTSIDE IN EXCESS OF 400 CFM REQUIRE MAKEUP AIR 22. INSULATE HEATING TRUNK AND BRANCH SUPPLY DUCTS IN UNFINISHED AREAS, CRAUTL SPACES, ATTICS, UNHEATED GARAGES, ETC. IRC NI1O3 ELECTRICAL GENERAL NOTES I. ALL WORK PEIRFOR* ED SHALL COMPLY WITH ALL NATIONAL AND LOCAL BUILDING CODES. 2, ELECTRICAL CONTRACTOR TO OBTAIN CITY/STATE BUSINESS LICENSE BEFORE STARTING WORK 3. ALL TELEVISION OUTLETS ARE TO BE INSTALLED WITH A SEPARATE COAXIAL CABLE TO MECHANICAL ROOM. PROVIDE ANTENNA IN ATTIC WITH SINGLE COAXIAL CABLE TO MECHANICAL ROOM. PROVIDE COAXIAL CABLE FROM MECHANICAL ROOM TO EXTERIOR FOR FUTURE CABLE TELEVISION HOOKUP. HOOK UP TELEVISION CABLES M MECHANICAL ROOM TO DESIRED (ANTENNA, CABLE) CHOICE. PROVIDE T.V. CONNECTION PANEL ON WALL M MECHANICAL ROCM. 4. ELECTRICAL CONTRACTOR TO PROVIDE A MINIMUM OF 200 AMP SERVICE TO HOME. 5. ALL EXHAUST FANS SHALL BE VENTED TO EXTERIOR WITH METAL DUCT W/ BACK DRAFT DAMPER PROVIDE WHITE METAL EXTERIOR TERMINATION CAP. EXHAUST FANS NOT TO BE DISCHARGED INTO VENTED SOFFITS. MAXIMUM RUN NOT TO EXCEED 35 FEET. 6. ALL SMOKE DETECTORS SHALL BE WIRED TOGETHER FOR SIMULTANEOUS ALERT SOUNDING. DETECTORS SHALL ALSO BE WIRED TO BUILDING PRIMARY POWER WITH BATTERY BACKUP. ALL SLEEPING ROOMS AT ALL LEVELS TO HAVE SMOKE DETECTORS. 1. SIZE ELECTRICAL PANEL. SUFFICIENTLY LAR3E ENOUGH TO HANDLE FUTURE BREAKERS WHEN BASEMENT IS FINISHED. 8. PROVIDE (4) PAIR CABLE TO ALL TELEPHONE OUTLETS. HOME RN ALL TELEPHONE LINES TO MECHANICAL ROOM. PROVIDE 66 STYLE FLINCH DOWN BLOCK WALL MOUNTED FOR FINAL CONNECTIONS. 9. ALL BATHROOM OUTLETS TO BE ON SEPARATE 20 AMP BREAKERS NOT TO EXCEED 2011 N.E.C. REQUIREMENTS 10. CEILING FANS REQUIRE SPECIAL APPROVED BOXES AND ADDITIONAL FRAMING SUPPORT. 11. GARAGE ELECTRICAL OUTLETS TO BE 18' ABOVE FLOOR 12. PROVIDE A CONCRETE ENCASED ELECTRODE (LIFER GROUND) AT FIRST POINT OF DISCONNECT (METER) FOR USE AS A GROUNDING ELECTRODE FOR THE HOUSE WHICH MEETS REQUIREMENTS OF 2014 N.E.C. SECTION 250-50 (C). USE 04 REBAR WIRE TIED TO FOOTING STEEL. 13. ALL 125 -VOLT, 5 AND 20 AMP RECEPTACLES INSTALLED INSIDE OR OUTSIDE OF A DWELLING SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. IRC. E4OO2.14 14. A MINIMUM OF 15 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS.-NI1O4. B. ALL 15- AND 20- AMPERE RECEPTACLES IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR LIBRARY, DEN, SUN ROOM, BEDROOM, RECREATION ROOM, OR SIMILAR ROOM OR AREA OF DUELLING WITS SHALL BE LISTED TAMPER- RESISTANT RECEPTACLES.-E4OO2.14-E39OLI 16. ALL 125 -VOLT, SINGLE PHASE, 15- OR 20- AMPERE RECEPTACLES INSTALLED IN GARAGES SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL.-E39O22 11. IN KITCHEN, A MINIMUM OF (2) 20 AMP SMALL-APPLICANCE BRANCH CIRCUITS SHALL SERVE ALL WALL t FLOOR RECEPTACLE OUTLETS 18. RECESSED LIGHTS MAY BE INSTALLED IN THE CEILINGS (BUILDING ENVELOPE) OF ANY ATTIC TRUSS ONLY IF THE REQUIRED INSULATION DEPTH OR THICKNESS CAN BE INSTALLED OVER SUCH RECESSED LIGHTS. ALL SUCH RECESSED LIGHTS MUST BE IC RATED. 19. ALL RECEPTACLES SERVING KITCHEN COUTNERTOPS, IN GARAGES, BATHS, UNFINISHED BASEMENTS AND OUTSIDE RECEPTACLES SHALL BE GFCI PROTECTED. -IRC E39O2 20. PROVIDE AT LESAT TWO OUTSIDE GRADE LEVEL RECEPTACLES- ONE IN THE FRONT YARD AND ONE IN THE REAR YARD. -IRC E39O1.1 21. ALL BRACH CIRCUITS THAT SUPPLY ELECTRICAL IN BEDROOMS NEED TO BE PROVIDED WITH ARG -FAULT PROTECTION. -IRC E39O2.0 22. BRANCH CIRCUIT FOR GARAGE OUTLETS SHALL BE DEDICATED AND SHALL HAVE NOT LESS THAN ONE RECEPTACLE FOR EACH VEHICLE, THIS CIRCUIT SHALL NOT SUPPLY ANY OTHER THAN THE GARAGE AREA EXCEPT OUTSIDE RECEPTACLES LOCATED ON THE EXTERIOR OF THE GARAGE ELECTRICAL SYMBOLS SEALING OF BIJN.D�IG THERMAL ENVELOPE REQEMENT: (PICK ONE) A) BLOWER DOOR TEST FOR 15UILDING ENVELOPE AT FINAL WITH A MAXIMUM AIR LEAKAGE OF 5 AIR CHANGES PER HOUR TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. BET ALL THE CRITERIA REQUIREMENTS BELOW (THE BUILDER MAY CERTIFY COMPLIANCE TO THE CRITERIA WITH A 3rd PARTY CERTIFICATION FOR ITEMS NOT INSPECTED DURING REGULARLY SCHEDULED INSPECTIONS) I- A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. 2- EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER 3- BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. 4- AIR -PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL. 5- THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR BARRIER SEALED. 6- ACCESS OPENINGS, DROP DOWN STAIR OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL BE SEALED. 1- CORNERS AND HEADERS SHALL BE INSULATED AND THE JUNCTION OF THE FOUNDATION AND SILL PLATE SHALL BE SEALED. 8- THE JUNCTION OF THE TOP PLATE OF EXTERIOR WALLS SHALLE BE SEALED. 9- EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNUMENT WITH THE AIR BARRIER. 10- KNEE WALLS SHALL BE SEALED. 11- THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING AND SKYLIGHTS AND FRAMING SHALL BE SEALED. 12- RIM JOISTS SHALL BE INSULATED AND INCLUDE THE AIR BARRIER 13- INSULATION SHALL BE INSTALLED TO MAINTAIN PERMANENT CONTACT WITH UNDERSIDE SUEFLOOR DECKING. 14- THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION. 15- WHERE PROVIDED IN LIEU OF FLOOR INSULATION, INSULATION BNALL BE PERMANENTLY ATTACHED TO THE CRAWLSPACE WALLS. 16- EXPOSED EARTH IN UNVENTED CRAW- SPACES SHALL BE COVERED WITH A CLASS I VAPOR RETARDER WITH OVERLAPPING JOINTS TAPED. 11- DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. 0- INSULATION BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, OR NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE CAVITY SPACE. 19- AIR SEALING SHALL BE PROVIDED BETWEEN GARAGE AND CONDITIONED SPACES. 20 -RECESSED LIGHT FIXTURES INSTALLED IN THE IBUILDING THERMAL ENVELOPE SHALL BE AIR TIGHT, IC RATED, AND SEALED TO THE DRYWALL 21- BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING AND PLUMBING IN EXTERIOR WALLS, OR INSULATION THAT ON INSTALLATION READILY CONFORMS TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING. 22 -EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED AND THE AIR BARRIER INSTALLED SEPARATING THEM FROM THE SHOWERS AND TUBS. 23 -THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED BOXES SHALL BE INSTALLED. 24 -HVAC REGISTER BOOTS THAT BENEIRATE THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO THE SUBFLOOR OR DRYWALL. 25 -AN AIR BARRIER SHALL BE INSTALLED ON FIREPLACE WALLS. 26 -FIREPLACES SHALL HAVE GASKETED DOORS. DUCT WORK OUTSIDE BUILDING ENVELOPE REQUIREMENT: (PICK ONE) A) POST CONSTRUCTION TEST: TOTAL AIR LEAKAGE SHALL BE LESS THAN OR ECUAL TO 10 CFM PER 100 SQUARE FEET OF THE CONDITIONED FLOOR AREA. r L1i ROUGH -IN TEST: TOTAL AIR LEAKAGE SHALL BE NOT LESS THAN OR EQUAL TO 10 CFM PER 100 SQUARE FEET OF CONDITIONED FLOOR AREA IF THE FURNACE OR AIR HANDLER IS NOT INSTALLED THE TOTAL LEAKAGE SHALL BE NOT LESS THAN OR EQUAL TO 15 CRM PER 100 SQUARE FEET OF CONDITIONED FLOOR EXCEPTION: THE TOTAL LEAKAGE TEST IS NOT REQUIRED FOR DUCTS AND AIR HANDLERS AND AT LEAST UM OF ALL DUCTS (MEASURED BY LENGTH) ARE LOCATED ENTIRELY WITHIN THE IBUILDING ENVELOPE N Lu n FLOOR DUPLEX OUTLET oNo I� TELEVISION OUTLET W/TELEPHONE wW=0) i-N�&M CEILING 15 WATT INCANDESCENT RECESSED 0 OUTLET FOR SATELLITE DISH �u FIXTURE (DOES NOT INCLUDE TRIM KIT) © CHIMES CEILING 150 WATT INCANDESCENT RECESSED nJ ws)!bu a� Qa�o,A z UD Q C) ZDu fw� FIXTURE (DOES NOT INCLUDE TRIM KIT) �zw > PUSH BUTTON o CEILING 45 WATT INCANDESCENT RECESSED ® SMOKE DETECTOR oON�no FIXTURE (DOES NOT INCLUDE TRIM KIT) �w O :z LU W4 NI�w Z ®cm CARBON MONOXIDE DETECTOR CEILING FIXTURE (COORD W/OWNER) A TELEPHONE OUTLET ar PHOTOCELL STAIR TREAD LIGHT ® GAS HOOKUPS PORCELAIN FIXTURE W/PILL CHAIN 4'0 MINIMUM EXHAUST FAN PENDANT LIGHT $ ELECTRICAL DISCONNECT SCOUNGE QI INTERCOM STATION HEAT LAMP ❑V CENTRAL VACUUM OUTLET WALL MOUNTED INCANDESCENT FIXTURE + EXT. FLUSH MNT CLG SPEAKER @�68 DUPLEX OUTLET WITH USE, FORTS SPEAKER WIRE (COORD. W/OIUINER) E)= DUPLEX OUTLET © MOTION SENSOR SWITCHED DUPLEX OUTLET FUTURE PROOF OUTLET F.P. (2) CATEGORY 5 PHONE LINES, RANGE/pRYER OUTLET (2) COAXIAL CABLE LINES, (2) FIBER OPTIC LINES GROUND FAULT CIRCUIT INTERRUPT Tv TELEVISION OUTLET FOR CABLE GROUND FAULT CIRCUIT INTERRUPT (WATERPROOF W/ BUBBLE COVER) JUNCTION BOX DUPLEX OUTLET W/ INCHES AFF. Q= FLUORESCENT FIXn1RE (X) TUBES NOTE: ALL OUTLETS TO BE TAMPER -PROOF TYPE $ SWITCH RECEPTACLES. $3 3 -WAY SWITCH NOTE: COORDINATE ANY AN ALL SPECIALITY $ VARIABLE SPEED SWITCH ELECTRICAL FEATURES WITH OWNER NOTE: ALL NUMBER CALL -OUTS ARE IN INCHES $p DIMMER SWITCH U5, +84, +48, X12 SEALING OF BIJN.D�IG THERMAL ENVELOPE REQEMENT: (PICK ONE) A) BLOWER DOOR TEST FOR 15UILDING ENVELOPE AT FINAL WITH A MAXIMUM AIR LEAKAGE OF 5 AIR CHANGES PER HOUR TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. BET ALL THE CRITERIA REQUIREMENTS BELOW (THE BUILDER MAY CERTIFY COMPLIANCE TO THE CRITERIA WITH A 3rd PARTY CERTIFICATION FOR ITEMS NOT INSPECTED DURING REGULARLY SCHEDULED INSPECTIONS) I- A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. 2- EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER 3- BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. 4- AIR -PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL. 5- THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR BARRIER SEALED. 6- ACCESS OPENINGS, DROP DOWN STAIR OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL BE SEALED. 1- CORNERS AND HEADERS SHALL BE INSULATED AND THE JUNCTION OF THE FOUNDATION AND SILL PLATE SHALL BE SEALED. 8- THE JUNCTION OF THE TOP PLATE OF EXTERIOR WALLS SHALLE BE SEALED. 9- EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNUMENT WITH THE AIR BARRIER. 10- KNEE WALLS SHALL BE SEALED. 11- THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING AND SKYLIGHTS AND FRAMING SHALL BE SEALED. 12- RIM JOISTS SHALL BE INSULATED AND INCLUDE THE AIR BARRIER 13- INSULATION SHALL BE INSTALLED TO MAINTAIN PERMANENT CONTACT WITH UNDERSIDE SUEFLOOR DECKING. 14- THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION. 15- WHERE PROVIDED IN LIEU OF FLOOR INSULATION, INSULATION BNALL BE PERMANENTLY ATTACHED TO THE CRAWLSPACE WALLS. 16- EXPOSED EARTH IN UNVENTED CRAW- SPACES SHALL BE COVERED WITH A CLASS I VAPOR RETARDER WITH OVERLAPPING JOINTS TAPED. 11- DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. 0- INSULATION BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, OR NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE CAVITY SPACE. 19- AIR SEALING SHALL BE PROVIDED BETWEEN GARAGE AND CONDITIONED SPACES. 20 -RECESSED LIGHT FIXTURES INSTALLED IN THE IBUILDING THERMAL ENVELOPE SHALL BE AIR TIGHT, IC RATED, AND SEALED TO THE DRYWALL 21- BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND WIRING AND PLUMBING IN EXTERIOR WALLS, OR INSULATION THAT ON INSTALLATION READILY CONFORMS TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING. 22 -EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED AND THE AIR BARRIER INSTALLED SEPARATING THEM FROM THE SHOWERS AND TUBS. 23 -THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED BOXES SHALL BE INSTALLED. 24 -HVAC REGISTER BOOTS THAT BENEIRATE THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO THE SUBFLOOR OR DRYWALL. 25 -AN AIR BARRIER SHALL BE INSTALLED ON FIREPLACE WALLS. 26 -FIREPLACES SHALL HAVE GASKETED DOORS. DUCT WORK OUTSIDE BUILDING ENVELOPE REQUIREMENT: (PICK ONE) A) POST CONSTRUCTION TEST: TOTAL AIR LEAKAGE SHALL BE LESS THAN OR ECUAL TO 10 CFM PER 100 SQUARE FEET OF THE CONDITIONED FLOOR AREA. r L1i ROUGH -IN TEST: TOTAL AIR LEAKAGE SHALL BE NOT LESS THAN OR EQUAL TO 10 CFM PER 100 SQUARE FEET OF CONDITIONED FLOOR AREA IF THE FURNACE OR AIR HANDLER IS NOT INSTALLED THE TOTAL LEAKAGE SHALL BE NOT LESS THAN OR EQUAL TO 15 CRM PER 100 SQUARE FEET OF CONDITIONED FLOOR EXCEPTION: THE TOTAL LEAKAGE TEST IS NOT REQUIRED FOR DUCTS AND AIR HANDLERS AND AT LEAST UM OF ALL DUCTS (MEASURED BY LENGTH) ARE LOCATED ENTIRELY WITHIN THE IBUILDING ENVELOPE N Lu n LLI oNo I� wW=0) i-N�&M O Z r - 0 w � 5ts u�wpN� H 1 n� W iol nJ ws)!bu a� Qa�o,A z UD Q C) ZDu fw� ® O �zw > a a o cc N oON�no W O �w O :z LU W4 NI�w Z =x n� > REVISIONS dale Item CAD TECH PDA DAEE 10/11/19 tZ V W iol o AW Lu :z Z LLI� 01 cv REVISIONS dale Item CAD TECH PDA DAEE 10/11/19 BASEMENT ELECTRIC SCALE. 1/4' ■ V-0' MECHANIC NOTES 10 44 FLOOR DRAIN OELEC. PANEL IN ACCORDANCE Wl NEG. FOR ALL FLOORS. PROVIDE PERMANENT CERTIFICATE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL THAT LISTS THE PREDOMINANT R -VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, CRAWLSPACE WALL AND/ OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES. THE CERTIFICATE SHALL ALSO LIST THE TYPE AND EFFICIENCY OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. OFLUE RISER 5 PROVIDE ROUND OR RECTANGULAR METAL DUCTS FROM EXTERIOR FOR COMBUSTION AIR PLENUM AS REQUIRED. PROVIDE METAL GRILLE a EXTERIOR W/ INSECT SCREENS (PAINTED) ORUN ALL ELECTRONICS (T.V., CABLE, PHONE, SECURITY) TO THIS LOCATION O(2) 50 GALLON 3400 BTU WATER HEATERS W/ EXPANSION TANK AS REQ°D t PROVIDE SEISMIC STRAPS, ONE M THE UPPER THIRD AND ONE IN THE LOWER THIRD PORTION OF THE UNIT. -P2801.1 (STATE AMENDMENT) &VOW GRAIN WATER SOFTENER (SALT STORAGE TANK LOCATED IN GARAGE ABOVE) CONNECT THRU AIR GAP OW PLUS GAS FORCED AIR UNIT W/ SPACE GUARD AIR CLEANER AND HUMIDIFIER PROVIDE UNDERSLAB PVC COATED DUCTWORK FOR BASEMENT AS REQUIRED (SIZED BY MECH CONTRACTOR -SEE MANUAL J, S 4 D) OW PLUS GAS FORCED AIR UNIT W/ SPACE I® GUARD AIR CLEANER AND HUMIDIFIER FOR MAIN FLOOR (SIZED BY MEC44 CONTRACTOR -SEE MANUAL J, S t D) Il LOCATION OF MAIN FLOOR SUPPLY AIR PLENUM. IF WIDER SPACE IS NEEDED, PLAN FRAMING MEMBERS ACCORDINGLY INCLUDING BEAMS THAT NEED TO MOVE UP IN THE FLOOR TO ACCOMMODATE MAIN FLOOR SUPPLY AIR PLENUM. D12 PROVIDE STAIR TREAD LIGHTS COORD. W/ OWNER 410 $/A FLOOR REGISTER PROVIDE 13 P.VG. COATED UNDER SLAB DUCTWORK AS PER IRC M160111 o TOP -KICK REGISTER- o 14 -FREEZE TYPE BACIgLOW PREVENTER ANTI SIPHON HOSE BIB I, a n m 2 ujQ W N a v W W REVISIONS date Item N CAD TECH R.D.A. RELEASE 10/11/19 DATE Me GPC[ TO GARAGE DOOR OPENER • CLG. ------------- I I I I I I I I I I I I I I I I I I I I I I I I I I 0 0o� I clae / /Q \// SPACE NEATER- COLOD. W/ OWNER 0 SA Y \ I ® I 1 I F07 -1I A I GFCIaB� , JACMD HIATCNENGE< L 1 I IaS GFCI TO GARAGE DOOR 01ENER ® CLG I I � I N I I I Ia8 �R I las SA O I I I I flab AIA TTIC I IFllp s 0 n F --- T --- T---� I I L---L---J----J I I I I I i I 1 � I II II I I II II I I II II I / L--JL_-----JL--J 2I 2x370 _ 42 35 � I E I G1;c i J I � I 11 -- ) r 22�70 IATTIG I -� ACCESS III I I =lu SA SA L --1--J III I F --T---1 I„ I I I IAP I III I � III I� � III III R II ------- _---- --- -_ Y =(n GFCI W.P. SOFFIT PLLG 8 C MAIN FLOOR ELECTRICAL, MECHANICAL, AND PLUMBING PLAN NOTES OWN -FREEZE TYPE BACKFLOW PREVENTER ANTI SIPHON HOSE 818 OPROVIDE WATER PROOF TRIM KIT OPROVIDE SWITCH FOR GARBAGE DISPOSAL AND FIXTURE OVER SINK W/ SWITCH- COORD. W/ OWNER O¢ PROVIDE CT. PAN W/ 4'i FLOOR DRAM 4 VENT DRYER TO EXTERIOR W/ BACK DRAFT DAMPER (DUCT LEWsTH DETERMINED BY IRC M150 AAA) OPROVIDE GFCI OUTLET FOR DISHWASHER OTO ALL SOFFIT PLUGS- MAX (4) PER CIRCUIT O AC, UNIT FOR BASEMENT (SIZED BY MEC14 CONTRACTOR -SEE MANUAL J, S 4 D) OA.C. WIT FOR MAIN FLOOR (SIZED BY MEC44 CONTRACTOR -SEE MANUAL J, S 4 D) OG RAN55E W/ POT FILLER-COORD. W/ OWNER 10 GAS LINE FOR BBQ-COOOD. W/ OWER II PROVIDE STAIR TREAD LIGHTS COOOD. W/ OWNER 12 PROVIDE WDER CABINET LIGWTWNG-COLRD. W/ OWNER 13 PROVIDE BASE WDER CA15MT LIGHTING-COORD. W/ OWNER 14 410 $/A FLOOR REGISTER- COLOR BY OWNER o TOEKICK REGISTER- SA 220 VOLT 50 AMP ELECTRIC CAR C14AWoNG 15 STATION- PROVIDE NEMA 6-50 SOCKET C0M. W/ OWNER OC w ��=ate en ILU yW-2026 F ;g ,`D W n� uih Cl cn �y,�L1.lw �. Q cntzgDa =N Luo o NIS LU �U4 x o ua `.j H W W H a REVISION dale Ilam CAD TECH RDA• REQ 10/11/19 DATE A11 0 m Uj0 C1d Q 1/- LU /!_ 0 m LU N z D_ O C). REVISION dale Ilam CAD TECH RDA• REQ 10/11/19 DATE A11 N90000 00"E 163.39' co / I `S* I I � / I G/ �T 20 1 IL, Q) b� JENSEI,��C\ONSTRiJC� ON y NTR 44',p 4" CONIC. WALK 4 STEPS FROM / ENTRY TO DRIVE ON COMPACTED FILL (DESIGN BY OWNER) STEPS AS REQ'D C30 5" CONC. SLAB DRIVE ON COMPACTED FILL SLOPE MIN. 2% TO STREET LINE LEGEND LOT BOUNDARY BUILDING PAD PUBLIG UTILITY EASEMENT -- — — — — — — — — — — — — — — ------ — —— EXISTING GRADE PROPOSED GRADE SITE PLAN GENERAL NOTES * DUST, MUD AND EROSION SHALL BE CONTROLLED BY WHATEVER MEANS NECESSARY, AND THE ROADWAY SHALL BE KEPT FREE OF MUD AND DEBRIS, AT ALL TIME5. * BUILDER/ OWNER SHALL SECURE AN EXCAVATION PERMIT PRIOR TO DOING ANY WORK IN THE PUBLIC RIGHT-OF-WAY. TRAFFIC PLAN, BONDING AND INSURANCE WILL BE REQUIRED. * PROVIDE FINISH GRADING AWAY FROM THE HOU5E ON ALL SIDES AT A MINIMUM OF 6" IN. FIRST 10'-0" HORIZONTAL SLOPE IN LANDSCAPED AREAS. THEN MAINTAIN 2% MIN. HORIZONTAL SLOPE IN GRADE THEREAFTER TO APPROVED DRAINAGE AREAS. * IF RETAINING WALLS ARE REQUIRED, A PROFESSIONAL ENGINEER, CURRENTLY LICENSED IN IDAHO, SHALL INSPECT AND APPROVE ANY RETAINING WALL THAT IS HIGHER THAN (4) FEET FROM BOTTOM FINISH GRADE TO TOP OF WALL, ONCE CONSTRUCTED. * PROVIDE ON SITE RETENTION OF ALL STORM WATER RUN OFF, BY WHATEVER MEANS NECESSARY DURING CONSTRUCTION. * SHOULD GROUND WATER BE INCURRED DURING EXCAVATION, A QUALIFIED SOILS ENGINEER SHALL BE RETAINED TO DESIGN AND APPROVE A CONTINUOUS FRENCH DRAIN AT FOUNDATION ON SITE. * MAINTAIN NATURAL EXISTING GRADE AT REAR AND SIDES OF LOT WHERE POSSIBLE TO RETAIN STORM WATER, NO RUNOFF ONTO ADJACENT PROPERTIES. 10 5 0 10 20 30 SCALE: 1 " = 10' LOT #20 HARVEST HEIGHTS SUBDIVISION WHEATLAND DRIVE REXBURG, IDAHO SITE PLAN SCALE: I" = lo' -o' ?- p � w � I�uQwzw? � ��ppNzO (A O Q w =NzO H N O Q- D-ZLW a Q w%D(3 f=o ci zpcyw�Lou �"Ml� O Oz��zN=—Q = Ow� Q � ext°z „a o a?NLurwp> �wwr zw pz° Nm+w-- Q�O�wp x 0 zoo z �jljvwQ N CC N w -1a0 pw Q �N LL c= �rn� o 3 N C W Q � 04 0 o o M �oo 04 U omd t0 po a wy:3Q O O t- a) U O m N N > �1-(1) o��a �La� da O O L � L0 w o CO Lv 'O W O Z LLI N - I N Lu L� CID II II11 � II 11 � o LL Q z 4 A IIS µ F- O 0 REVISIONS date Item GAD TECH R.D.A. RELEASE 8/20/19 DATE