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HomeMy WebLinkAboutPLANS - 19-00408 - 691 Wheatland Dr - New SFRAN FO MS E S I G N �dforms.com LCT #19 �44F�V 5T H i HT5 5UE3[)i V f 51 C UJkEATLA D [)FRiVE FR5UR / IDAHO CONSULTANT SCHEDULE CONSULTANT PHONE NUMBER CONTACTINFO. LANDFORMS DE51GN BLAIR/ ROB DE61GNER/ DRAFTER (801) 295-2240 blairm -or- rob.atv land form9.com SQUARE FOOTAGE LOCATION- -SQUARE FOOTAGE- MAN LEVEL 2118 UPPER LEVEL (010 SUB -TOTAL 2198 LOWER LEVEL 2112 -TOTAL LIVING- 4910 COLD STORAGE 149 COVERED MAIN FLOOR ENTRY/ DECK 421 GARAGES 954 GENERAL NOTES A. EXCAVATION, BACK FILL, GRADING 4 DAMPROOFING I. All excavations for footings shall be to natural undisturbed soil. 2. All bads filling shall be done with granular free draining material. Existing site material may be used so long as existing soils are free from clay soils and any construction debris. Compact all back Fill material in 10' lifts to 95% of maximum soil density. 3. Finish grading shall be done so as to provide positive drainage away from all building Foundations. A minimum slope of 6' per 10'-0' and shall be maintained with a 2% slope therearterto approved drainage areas. 4, All raingutter downspouts shall be piped away from the home to an approved drainage area. No raingutters shall drain in window wells, or rock light wells. 5. If any ground water is encountered during excavation, a qualifled soils Engineer shall be retained to make an on-site assesment or the situation. 6. Footing drams shall be placed around all exterior footings and gravity red to an approved drainage area. B. WINDOWS I. All windows In rooms used for sleeping shall have sills not more than 44' above the floor with an operable opening of not less than 5.1 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 openings shall have a min. net clear opening or 5.0 sq. ft. 2. Habitable rooms require 8% of floor area to be glazing with 1/2 of that glazing to be operable 3. All windows to be double pane Insulated glazing of 3/16' double strength 'b' grade glass minimun. C. VENTILATION I. Natural ventilation shall be provided to every habitable room with equal to 4% or floor area with operable windows which will provide (35) fresh air changes per hour. 2. No gas connections allowed in 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 means of screened vents measuring not less than T x 14' spaced not more than 25' apart and placed so as to provided cross ventilation. 4. Provide (2) combustion air ducts to furnace rooms (1) placed at 18' above floor and lU placed at 12' below the ceiling with an area or not less than (1) square inch per 1,000 BTUH input. 5. provide attic ventilation equal to 1/150 of the area of the space ventilated. 6. Mechanical ventilation may be provided in habitable rooms, where not required for emergency escape. System will be able to provide (35) fresh air changes per hour. D. FIRE PROTECTION 4 WARMING I. Provide sis' type 'X' gyp, bd. on all supporting walls and ceilings of the garage adjacent to living areas. Nail all 5/8' type 'X' gyp. bd. at 6' oc_ (One hour fire rated) 2. Provide 112' type 'X' gyp, bd. on walls and under side of stairs under any stairway area used for storage. Fire block walls at all stair stringers. 3. Doors leading from the garage Into the house shall be solid core wood or honeycomb metal doors not less than 13/5' thick 4. Smoke detectors are required in all hallways leading to sleeping rooms, sleeping rooms, unfinished areas, with a minimum or (1) one each story. Wire all smoke detectors to sound simultaneously. Smoke detectors must have battery back-up. 5.4 minimum of 30' shall be provided above all ranged, grills, or cook tops to combustibles. E. HANDRAILS 4 GUARDRAILS I. Handralls are required at all stairways having (2) or more risers. 2. Handralls shall be placed not less than 2'-10' above stair nosing and not more than 3. Handrail gap size shall have a circular cross section of 11/4' minimum - 2%' max. Edges shall have a minimum radius of i5'. Handralls may project 4i2' into the stairway on both sides. Continuous handrails shall be permitted to be interrupted by a newel post at a turn and the use or a volute turn or starting easing shall be allowed on lowest tread. 4. Guardrails are required at all landings 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. When a guardrail is combined with a handrail on the open side of a stair, guardrail may be built to handrail height. 1. Guardrails are required at all landings or Beds or floor levels more than 30' in height above grade. DRAWING SCHEDULE T1 COVER SHEET 4 DRAWING SCHEDULE 61 SITE PLAN AND NOTES 141 LOUDER LEVEL FLOOR 4 FOOTING/ FOUNDATION PLAN A2 GENERAL NOTES 4 DETAILS A3 MAIN FLOOR PLAN ,44 UPPER FLOOR PLAN A5 EXTERIOR ELEVATIONS A� EXTERIOR ELEVATIONS Al FRAMING PLANS AND BEAMS A5 FRAMING SECTIONS 149 FRAMING SECTIONS 1410 ELECTRICAL, MECHANICAL, 4 PLUMBING NOTES A11 ELECTRICAL, MECHANICAL, 4 PLUMBING PLAN Al2 ELECTRICAL, MECHANICAL, 4 PLUMBING PLAN 1413 ELECTRICAL, MECHANICAL, 4 PLUMBING PLAN LU -q oQ Rel Q -T LU 'H III o� 2 1 V W W V 0 Z 3 a W W N W F H REVISIONS date item ENGINEER OF YORK RECORD CAD TECH R.DA. RELEASE 6/21/19 DATE W 00 � I N O z W 00 N zl 00 N89037 38"E O O � I 150.31 ' I C36 163.39' N90°00'00"E x A �q N h W �5' CONC. SLAB DRIVE ON COMPACTED FILL SLOPE MIN. 2% TO STREET DO DO O 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 DEBRIS, 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 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 UTAH, 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 P05615LE TO RETAIN STORM WATER. NO RUNOFF ONTO ADJACENT PROPERTIES. 10 5 0 10 20 SCALE: 1 " = 10' 30 LOT #19 HARVEST HEIGHTS SUBDIVISION WHEATLAND DRIVE REXBURG, IDAHO SITE PLAN SCALE: V = 10'-m" w �QLu 0- IV IV `"Q�ja�6 s�O�ZVcii Lu %n (3 ca liaxUww zoO0 ��cfi Cl... ` &�o�� zOpKu- a' z �„ o -w x-14 Wn4 N=X1 UAItd') � ul r � � r• a W w>- = ao a H W � = Lu C)n a� oCQ mew N �O z v-CCLu �a �— w O v� W imO z z a z J CL Lu V5 � 0 c �N-- ILW LLL REvISION5 date item ENGINEER OF YORK RECORD CAD TECH R.D.A. RELEASE 6/21/1S DATE si 14'-3" LOWER LEVEL FLOOR PLAN & FOOTING/ FOUNDATION SCALE: 1/4" = 1'-0" z w Q �n w w4wZ�=r Win* w�0 (L , p E nc N tI1YC ut Lu nlvnz=3 n O aiz p � i- w �7t7 Z mut Lutwn n�0 LU JAN zO�Lu �n�N°-n a---,1Vwa N�=X Cl Lut nua g, 0 r O N A���A AWP7 Q a W W J W O J 'l TI� 14'-2° 32'40' 12'-11° 4'-10' 5'-8" 4'-2' 1'-1" m LL 12' 16'-6" 12' 5 F- -1 F AM ABOVE -SEE FRAMING V L J r 12'x12' CONC. PIER REINF 5T1 W/ (4) 04 BARS CONT, FROM F-5 FOOTING THRU PIER 503' SL F-3 TO UNDERSIDE OF CONC. — — — — — — SLAB ABOVE (TYP) U m U 1 -F u =---�-�, I III 1> L7 I D/W FRDGEI11 = UNFINISHED 6' 12'-3Z' 5'-4Z' 9-32 3'-0' v WET BAR 1I 4 CONC.5LAB V-6' CEILING I 2 1 F -I 5�0 SL— FF=1 5�0 SL — — - - BEAM ABOVE -S E FRAMING — — — — I —� — — — — LL � r— — — o w— BLOCK DOWN FOUNDATION FOR DOOR ABOVE ANCHOR BOLTS g I I r 24" O.C. THIS ENTIRE WALL UNFINISHED BEDROOM Im 4" CONC. SLAB UNFINISHED V -a° CEILING e THEATER UNFINISHED N I LL I 4' GONG, SLAB RECREATION a -8 CEILING 4" GONG. SLAB CEILING I I F-2 _ - _ iI 5.111 11.91° 2 8 12 -3 6 2 16'-5 12 15140,(- N I UNEXCAVATED _ 30 OPENING FOR FUTURE F-1 F m u THEATER AUDIO I TEMPORAWALL �_ LLI F 2 -I DRDOOR / a�\\� - �- ----_ _--_-_--_- - - - _- ILUI�t#ISHED IBATI�i — — — BEAM ABOVE SEE FRAMING BEAM ABO -SEE FRAMING °� 114' CONC. SLAB L FINISHED HALL 1 _,N CARPET FLOOR L F-5 -J Ila' -a° CEILING ��o� s — 4 'm -6'--_ 1'-a" CErA F-2 F2 UNFINISHED BEAM ABOVE SEMINCs '� I r AUDIO 4' CONC. SLAB — — IT R 4"h FLOOIN 8'-8" CEILING I I tOI I I i II R SERS - - - - ---Ir I BB AS /� NFS – — — — F 2 AS I BLOCK DOWN FOUNDATI �� a186 LAUNDR \� " I I y I LL Iw (IL? FOR 81x20° CONC. GR — — — — — — — _ _ _ _ I 4 GONG. 5 i FEMECHANICAL BEAM CONT. AGRO55 GARAGE F -I 8 -8 CE1L1 - -I 2x6 PLUMBING WALL POOR OPENING e I J w L 4" GONG. SLAB � ( �I -1 UNFINISHED 1� 5V BEDROOM I 1� I �N I N � V1 --- FE - ' - 4' CONC. SLAB IN m F -I 0 4„� F -- JN -- I D 8'-8' CEILING 0 m I 0 POWDER DRAI BEI 00 I C G AB W/H 4° C�ONC. S NOTE: ALL FOOTING/ FOUNDATION JL cEl INC W/H 0 b'- CEIL1 SI_ 45 G STEPS TO BE FIELD VERIFIED FOR — ws. 6 — r SPECIFIC 51TE CONDITIONS I” I i—I H Ii - -N 131-6 e COLD F -I UNEXCAVATED STORAGE � F -I N 4 GONG. SLAB- I IS'-,' 4EILINGI I I I I I 1-1 7 ' BLOCK DOWN FOUNDATION 4- -I I- -�4-1- I I I ILL \TJ LL I FOR 8°x20' GONC. GRADE BEAM CONT. ACROSS GARAGE I — — — OTE: JALL FOOTING/ FOUNDATION DOOR OPENING — — — — — F -I7 PROVIDE BREAKOUT — — — SEPS O SE FIELD VERIFIED FOR I b b� BARS x 488 " EMBEDED F S SPECIFIC SITE CONDITIONS 24' MIN. a 121 O.C. EACH WAY E RE INF. SLAB I ABV - W/1'4 BARS o 12' O.C. EA WAY u. = o e zo — — F- -101.01 101-01 1'-12 11-3" 4'-a2 V-2' 1'-3' 3'-1' 2'-3' 2'-3" . -8" 11 121-42' 11 LOWER LEVEL FLOOR PLAN & FOOTING/ FOUNDATION SCALE: 1/4" = 1'-0" z w Q �n w w4wZ�=r Win* w�0 (L , p E nc N tI1YC ut Lu nlvnz=3 n O aiz p � i- w �7t7 Z mut Lutwn n�0 LU JAN zO�Lu �n�N°-n a---,1Vwa N�=X Cl Lut nua g, 0 r O N A���A AWP7 Q a W W J W O J 'l TI� m LL REV151ON5 date item ENGINEER OF YORK RECORD CAD TECH RELEASE 6/21/19 DATE 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 REINFORCEMENT SHALL CONFORM TO AS.TM. A615-68 GRADE 60, WITH A MINIMUM YIELD STRENGTH OF 60,000 PSI, 3. ALL REINFORCING BARS SHALL BE DETAILED, BOLSTERED AND SUPPORTED IN ACCORDANCE WITH AGI 315, 4. ALL REINFORCEMENT BARS SHALL BE SECURELY ANCHORED TO THE FORMS AND SPACED FROM THEM AS FOLLOWS: (a) FOR CONCRETE 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 IN. 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 5LA55 ON EARTH AT LEAST 4 IN, THICK 1. PROVIDE 2 IN. X 4 IN. X CONT. KEY IN ALL WALL FOOTINGS WHERE GROUND WATER IS PRESENT. 8. 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. 9. FOOTINGS SHALL BE ON UNDISTURBED SOIL OR APPROVED FILL AND PROVIDE 42' MIN. FROST PROTECTION 10, CONCRETE FLOOR SLABS, EXCEPT THOSE IN UNHEATED ACCESSORY STRUCTURES, SHALL HAVE A VAPOR RETARDER CONSISTING OF A 6 MIL (.006 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 250.50 STEEL 1. ALL STRUCTURAL STEEL AND STRUCTURAL STEEL WORK SHALL COMPLY WITH 'SPECIFICA- TIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILD- INGS OF THE A.I.S.C.' 2. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE AATM. GRADE 50 3. ALL WELDS AND WELDING SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF 'THE AMERICAN WELDING SOCIETY; USING E10XX ELECTRODES. FOOTING SCHEDULE ALL FOOTINGS ON TH15 SCDULE MAY NOT SE USED FOR THIS PLAN MARK WIDTH LENGTH THICK CROSSWISE REINF. LENGTHWISE REINF. REMARKS NO. SIZE LENGTH SPACE NO. SIZE LENGT SPACE F -I 1'-8" GOVT, 10' NONE 1/2' X 10' 0 32' O.G. 5'-1' TO &'-0' NONE 8' (2) "4 CONT. 14" PERIMETER FTG. NONE 8' 04 12' O.C. 04 18' O.C. 2 04 1 "4 1 04 4' 8' 42' F-2 1'-8" CONT. 10' NONE 10' SEE FTG. SCHED. 12' X 10' ® 32' O.G. 8'-1' TO V-0' (2) *4 CONT. 14" INTERIOR FOOTING UNDER SLAB FLOOR 8' 04 1 II' O.C. "4 Il' O.C.04 1 1 04 1 "4 6' 12' 1 24' 12 "4 x CONT. F-3 2'-0' CONT. 12' NON REQ. ENG NOTES: 1, REBAR TO BE PLACED IN THE CENTER OF THE WALL AND EXTEND FROM THE FOOTING TO WITHIN 3' OF THE TOP OF THE WALL. (3) 04 CONT. 9' PERIMETER FTG. GLOBALLY STABLE SITE 6. ALL FOUNDATION STEPS SHALL BE 2'-0' MINIMUM. 1. USE 3' X 3' X 1/4' WASHERS, IF SLOTTED WASHER 18 USED, ADD GUT WASHER F-4 2'-6' CONT. 12' NON 10. MINIMUM STRENGTH REQUIRES 2,500 PSI CONCRETE, HOWEVER, AS PER IRC 402.2 3,000 PSI CONCRETE SHALL BE USED 3. ii' -0' max truss/rafter bearing (4) 04 CONT. a- PERIMETER FTG. 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. F-5 3'-0' 3'-0' 12' (4) "4 2'-6" 10' (3) 04 2'4' 15" SPOT FTG. F-6 4'-O" 4'-0" 12' (5) 04 3'40" 81/2' (5) 04 3'-6' 81/2" SPOT FTG, F -715'-O' 5'-0' 12' (5) $4 4'-6' 131/2' (5) #4 4'-6" 131/2" SPOT FTG, F-8 4'-0' GONT. 1 12' 1 (5) *`4 CONT, 101/2" PERIMETER FTG. 2,500 PSI CONCRETE FOUNDATION SCHEDULE 60000 PSI STEEL MAXIMUM WALL TOP MIN. VERTICAL HORIZONTAL ADDITIONAL REINF. MAX. MIN, ADDITIONAL FTG. . ......15 PSF. HEIGHT FROM EDGE WALL WALL REINF. WALL REINF. FOR OPENINGS LINTEL LINTEL SIZE AND REINF. FOUNDATION BOLTS ABOVE SIDES BELOW T.O. FOOTING SUPPORT WIDTH SIZE SPACING SIZE SPACING LENGTH NO. SIZE NO. SIZE NO. SIZE DEPTH IDTH LENGTH Il' -0' MAX STUD HEIGHT 2'-0' TO 5'-0' NONE 8' "4 24' O.C. 04 18' O.G. 2 04 1 04 1 1 04 2' 6' SEE FTG. SCHED. 1/2' X 10' 0 32' O.G. 5'-1' TO &'-0' NONE 8' 04 IS' O.C. 04 18' O.C. 2 04 1 04 1 04 3' 6' 36' 4 04 x CONT 1/2' X 10' a 32' O.G. 6'-I' TO 1'-O' NONE 8' 04 12' O.C. 04 18' O.C. 2 04 1 "4 1 04 4' 8' 42' 5 04 x CONT 1/2' X 10' 32' O.C. 1'-10' TO 8'-0' FLOOR 8' 04 24' O.G. 04 18' O.G. 2 04 1 "4 1 04 5' 10' SEE FTG. SCHED. 12' X 10' ® 32' O.G. 8'-1' TO V-0' FLOOR 8' 04 16' O.C. 04 15' O.G. 2 04 1 04 1 "4 6' 12' SEE FTG. SCHED. 12' X 10' 32` O.C. 9'-1' TO 10'-0' FLOOR 8' 04 1 II' O.C. "4 Il' O.C.04 1 1 04 1 "4 6' 12' 1 24' 12 "4 x CONT. 5/8' X 12' 9 24' O.G. >10'-11« REQ. ENCS __2 - - - - - - REQ. ENG NOTES: 1, REBAR TO BE PLACED IN THE CENTER OF THE WALL AND EXTEND FROM THE FOOTING TO WITHIN 3' OF THE TOP OF THE WALL. 2. 04 FOOTING DOWELS SHALL EXTEND 24" INTO THE FOUNDATION AND MATCH VERTICAL STEEL. 3. ONE BAR SHALL BE LOCATED IN THE TOP 3' AND ONE BAR IN THE BOTTOM 3' OF THE FOUNDATION WALL. (THE REMAINING EQUALLY SPACED BETWEEN) 4. BARS SHALL BE PLACED WITHIN 2' OF THE OPENING AND EXTEND 24' BEYOND THE EDGE OF THE OPENING. 5, THIS TABLE ASSUMES A MINIMUM OF 1500 PSF BEARING CAPACITY, 38 PSF EQUIVALENT FLUID PRESSURE AND A GLOBALLY STABLE SITE 6. ALL FOUNDATION STEPS SHALL BE 2'-0' MINIMUM. 1. USE 3' X 3' X 1/4' WASHERS, IF SLOTTED WASHER 18 USED, ADD GUT WASHER 8. J -ANCHOR BOLTS MAY BE REPLACED WITH 04 BARS 0 12' O.C. EXTENDING 24' OUT OF FND CAST INTO SUSPENDED SLAB S. LARGER FOOTINGS SPECIFIED ON 5'-1' TO 1'-O' 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 PROVED THE FOLLOWING CONDITIONS EXIST: A. 5' -I' -1'-I' WALL LENGTH NOT TO EXCEED 10'-0' B. UNBALANCED BACKFILL DOES NOT EXCEED 4'-0' 10. MINIMUM STRENGTH REQUIRES 2,500 PSI CONCRETE, HOWEVER, AS PER IRC 402.2 3,000 PSI CONCRETE SHALL BE USED FRAMING GENERAL NOTES 2015 IRC 1. ALL BEARING HEADERS, JOISTS AND BEAMS SHALL BE DOUG FIR 02 OR BETTER ALL BEARING COLUMNS SHALL BE DOUG FIR "2 OR BETTER ALL BEARING STUDS 4 TRIMMERS SHALL BE DOUG FIR 02 OR BETTER FOR MAX. HEIGHTS ALLOWED SEE STUD WALL WEIGHT SCHEDULE. GLU-LAMINATED TIMBER MEMBERS SHALL HAVE A MINIMUM ALL ALLOWABLE BENDING STRESS OF 2,400 psi (24F -V4) LAMINATED VENEER LUMBER SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF 2b00 psi 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 ® 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 IN.) 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 STRUCTURAL SHEATHING SHALL BE APA. RATED AND SHALL NOT EXCEED MAXIMUM SPAN RATING. ROOF SHEATHING SHALL BE 1/16' STRUC II WITH A SPAN RATING OF 24/16. ROOF SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d ® 6' O.G. o BOUNDARY AND EDGES, 4 W/ 8d a 12' O.C. a FIELD. FLOOR SHEATHING SHALL BE 34' STRUCT 11 T4G WITH A SPAN RATING OF 40/20. FLOOR SHEATHING SHALL BE FASTENED TO FRAMING WITH Sd 0 6' O.G. * BOUNDARY AND EDGES, 4 W/ Sd 0 12' O.C. 9 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. J. PROVIDE TRIMMERS/STUDS UNDER BEARING ENDS OF GIRDER TRUSSES 4 BEAMS EQUIVALENT TO THE WIDTH OF THE MEMBER SUPPORTED, OR AS SPECIFIED ON FRAMING PLANS. 10. PROVIDE GABLE END TRU55E5 AS REQUIRED. 11. ALL NONBEARING INTERIOR FRAMING s 16' O.G. 12. FRAMING TO INCLUDE ALL FURR DOWNS, PLANT SHELVES 4 CEILING RAFTERS AS PER PLAN. 13. ALL WOOD BEAMS AND HEADERS SHALL BEAR ON MINIMUM OF (1) TRIMMER STUD AT EACH END UNLESS SHOWN OTHERWISE. 14. PROVIDE SOLID BLOCKING IN FLOORS TO TRANSFER COLUMN POINT LOADS THROUGH FLOOR (13/4' x 9/i', III/a', AND 14" L.V.L.'s) TO MATCH FLOOR SYSTEM. 15, HOT TUBS OR OTHER OWNER INSTALLED ITEMS THAT IMPOSE HEAVY LOADS ON STRUCTURAL MEMBERS WILL REQUIRE ADDITIONAL ENGINEERING IF NOT SHOUIN ON ORIGINAL PLANS USED FOR DESIGN. STRUCTURAL MEMBERS MAY NEED TO BE INCREASED FOR THE ADDITIONAL IMPOSED LOADING, 16. USE A35s AT EACH CANTILEVERED J015T TO BEARING WALL PLATE. DESIGN BASIS DESIGN SOIL BEARING PRESSURE .................................1500 PSF. ROOF LIVE LOAD ................................................. 40 P.SF. DEADLOAD ........................................ . ......15 PSF. SUSPENDED FLOOR LIVE LOAD. . .................... .............. 40 PSF. DEADLOAD ............................................... 15 P.SF. EXTERIOR BALCONY/DECK LIVE LOAD .............................. 60 PSF. DEADLOAD...............................................10 PSF. 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. WITW A MINIMUM DIMENSION OF 36 INCHES. 2. WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44 INCHES SHALL BE EQUIPPED WITH AN APPROVED PERMANENTLY AFFIXED LADDER OR STAIRS THAT ARE ACCESSIBLE WITH THE WINDOW IN 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 IS' O.C. VERTICAL FOR THE FULL HEIGHT OF THE WINDOW WELL. BARS, GRILLES, GRATES OR 51MILAR DEVICES MAY BE INSTALLED ON EMERGENCY ESCAPE OR RESCUE WINDOWS, DOORS, OR WINDOW WELLS PROVIDED: i. 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 CONIC. WINDOW WELL (2) 04 WORM BARB CONT. OVER OPENING WINDOW (SEE PLAN) PROVIDE 12' OF I'0 MINUS GRAVEL BASE BEGINNING 1' BELOW WINDOW SILL NOTE: SEE WINDOW WELL SEE PLAN NOTES ABOVE WINDOW WELL Wall Height Framing Schedule Wall Stud Lumber Trusses/Ra fter5 Trusses/Ra fters Type Spac'g Type/Grade Perp, to Wall Parallel to Wall DOUG FIR 10'-0' MAX STUD HEIGHT Il' -0' MAX STUD HEIGHT 2x4 16' HEM FIR 8'-6' MAX STUD HEIGHT 9'-9' MAX STUD HEIGHT DOUG FIR II' -6' MAX STUD HEIGHT 12'-0' MAX STUD HEIGHT 2x4 12' HEM FIR 10'-0' MAX STUD HEIGHT 11'-6' MAX STUD HEIGHT DOUG FIR ib' -0' MAX STUD HEIGHT 11'-0' MAX STUD HEIGHT 2x6 16' HEM FIR 11'-6" MAX STUD HEIGHT 15'-0' MAX STUD HEIGHT DOUG FIR IS' -6' MAX STUD HEIGHT 19'-0' MAX STUD HEIGHT 2x6 12' HEM FIR 13'-6' MAX STUD HEIGHT 16'-0' MAX STUD HEIGHT 13/4'x511 LVL STUDS 16' 2800 psi 19'-O' MAX STUD HEIGHT 21'-0" MAX STUD HEIGHT I3q'51/2' S LVL STUDS 12' 2800 psi 21'-0' MAX STUD HEIGHT 21'-0' MAX STUD HEIGHT NOTES: 1. 2. Number 2 or better lumber must be used Doug fir E= 1,600,000 psi Hem fir E= 1,300,000 psi 3. ii' -0' max truss/rafter bearing 4. Schedule reflects un -braced wall heights. 5. Full height stud walls which are braced latera% (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. GAF TIMBERLINE SHINGLES O/ 15" ASPHALT FELT. PROVIDE '^� SHEILDS ALL EAVES 4 -LEYS 4 UP ROOF 24' MIN. 3T INSIDE OF EXTERIOR .L (TYPICAL) 2x6 STUD WALL W/ STUDS G 16' O.C. 4 R-13 BATT W/ R-1 URETHANE 0 a w w In TIM ZiI BLOCKING AS RECJIREE COR FY FLO BEE T0N WALL 5/s'0xI0' A.5!s m ((0'FROM CORN BY SHEARWALL 2x4 FURRING W/S' 0 16' O.G. W/ R-11 4 R-1 URETHANE O.C.- ) UNO TT L, APA RATED OSB SHEETING I' CLIPS 9 UNSUPP'D EDGES 58ES SEE FRAMING •2 BLOWN INSULATION PLATE x CONT. APA RATED OSB SHEETING SEE :ARWALL SCHEDULE FOR NAILING .�i414G FLOORING SEE FRAMING 6' BUILT OUT MITERED STUCCO TRIM BRICK SILL PROVIDE FLASHING BETWEEN STUCCO 4 BRICK VENEER W/WEEP HOLES BRICK/STONE VENEER O/BUILDING PAPER ATTACH VENEER W/ys' "22 GA CORRSION FEB. WALL TIES a 24' O.G. MAX. HORIZ. AND SUPPORT A MAX. OR 31/4 SQ. F.T OF WALL AREA. FOR ANY OPENING GREATER THAN I6' ADDITIONAL TIES ARE REQ'D TO BE 36' O.C. MAX. AND WITHIN 12' OF OPENING. 2x6 PLATE x CONT. R-19 RIM JOIST INSULATION 2x6 PRESSURE TREATED PLATE PROVIDE WEEP HOLES a 33' O.C. W NOT LESS THAN 3/16'0 WEEP HOLES TO BE LOCATED ABOVE FLASHING GRADE (MIN. 29. SLOPE FROM ALL SIDES) 8" CONCRETE FOUNDATION WALL(TYP) WATERPROOFING AS PER IRC 4062 s4 WORM BARS Q 12' O.C. 04 VERT. BARS a 12' O.C. 04 DOWELS a 12' O.C. 4' CONCRETE SLAB FOR FOOTING SIZE AND REINFORCING BEE SCHEDULE • 1( )---FOUNDATION DRAIN AS PER IRC R405.1 F -I WALL SECTION ,42 J 5CALE:1/2" = 1'-0" Q ui W N ���oNZ r �• Q u�a�Nz� Z N z --N�u � = �JQ2W0 m wz u�_W NQ�j4 p U, n� �Nu1 u ..H � n1vn�=3LL-nOC n I�W Lau) _ N C1 wk3 Q ���L] } �a�->- - ZN�w CI � O IU a is W OS U R 101 Z REVISIONS date item ENGINEER OF YORK RECORD GAD TECH R.D.A. RELEASE 6/21/19 DATE N co z 3'-8' 32'-10' 9'-0' OVIDE GUARDRAIL +36' W/BALUSTERS SUCH THAT SHALL ,30b r NOT PASS THROUGH _ p COVERED I DECK GACOFLEX 4ECK MEMBRANE =I SLOPE 1/8" Pf R 12' U1 ^ F-- T---T---T---� 13 0401 1 3 040 1 3040 0 1 3040 1 I JI I I FX'D I FX'D I FX'D L_ L= SOL--- L---1---� Ib 8 QUAD SLIDER/ FRENCH/ TEE 11 II 1 II II I O O10, L ,X O I TUB 'p N •4 WARDROBE CARPET FLOOR N AT STALL, '18 II II -ZERO' CLEARANCE DInC(T L — — _ — — — J L —V€NT FIREEFLACE IUL/ OIIISip_E�4L1�U ION i AIR t STONE HEA6-r 1I- I IGREAT ROOM I I� I ICARPET FLOOR I I� I IVOLUME CEILING I I J L—_ ----J L II II II II I I i �IN II II II II _ O/ CEMENT, FIBER a N— I II CIDmcp GLASS MATT GYPS II .o I ILING W/ F I Q Z (( \\ I - II r I u LIO T 4�� REVISIONS date Item I PROVIDE 5/8' TYPE 'X' GYP B TIL FLO R _ FE '. —. I '_p�l� - BETWEEN GARAGE AND ALL LIVING Q AREAS ON ALL BEAMS, WALLS, d =_ CEILINGS (NAIL m W O.C.) W/( ) 0 COAT FIRETAPE MINIMUM. PROVIDE (2) LAYERS 5/8' TYPE9' 0' ILI N 'X' GYP BIRD ON CEILINGS WHERZ KIT H TILE LC 'I' JOISTS ARE USED ABOVEI r I V-0' CE I io I _ 2xb PLUMBING WAL I 6l LL M PROVIDE C.T. PAN W/ 4'0 I r cz FLOOR DRAIN t VENT DRYERn r : L N TO EXTERIOR W/ BACK TILE DRAFT PAMPER (DUCT LENGTH I ERI E DETERMINED BY IRC MI502.4.42 2'V 0 3rd CAR co 4' CONC. SLAB I MLL P OVI E GL AK SLOPE '/a' PER 12' SII ' F — — — — — — I 121-11, 21_ _ 1.2 9 10 , OL E C ]LING A 1 c OT ASE 1001( INSULATED METAL 4 I MIRD I OVERHEAD DOOR LU/OPENER I q g'_ ' C ILIN6 IS I I AS 1 I 3 080 I �- — 12, 1 UJ/ CL 6ER W/ CO C. 5T P AS MUD SET G.T. TU51SHOWER REQUI p SURROUND O/ CEMENT, FIBER CEMENT VOR GL456 MATT GYPSUM E ACKER5 r 13'-62' I 1 1 PROVIDE 5/8" TYPE 'X'IGYP BIRD BETWEEN GARAGE AND +LL LIVING 1 AREAS ON ALL BEAM, WALLS, 4 CEILINGS (NAIL 6 (01 O.C.) W/(1) — — — — J COAT FIRETAFjE MINIMUM. 1 PROVIDE (2) LAYER515/8' TYPE I 'X' GYP BIRD ON CEILIt GS WHERE I 'I' JOISTS ARE U64D ABOVE, I AUTOS gy1 4" CONC. SLAB 2 N w i SLOPE 1/8' PER 12' lu SI Lu 1 ul �0 �I I a I I of 1 r � I I 2 blbFX'D 2 616FX'D 2 ralb FX'D 13' -II' 23'-0' U m 32'-10' 9'-0' OVIDE GUARDRAIL +36' W/BALUSTERS SUCH THAT SHALL ,30b r NOT PASS THROUGH _ ,— EAM ABOVE_SEE FRA 3'-1' I 71.52 '-3' 2'-2 i'-8' 1 3 040 1 3 040 1 3 040 1 1 FX'D I FX'D I FX'D I I I I I 36�X'D13�C� C T �6X'D II II II II II II II II I I 11 14'-I0' I I I I SI INC C;R ET FLOG I I I I VA *ABOVE EII,ITO G I I II IRII II I I I I I II II II II _rll II I I MAST6 SUITEI I I CARPETI FLOORI I I L1 10'_0"/ MULTEI C� ING 14'-10" t p COVERED I DECK GACOFLEX 4ECK MEMBRANE =I SLOPE 1/8" Pf R 12' U1 ^ F-- T---T---T---� 13 0401 1 3 040 1 3040 0 1 3040 1 I JI I I FX'D I FX'D I FX'D L_ L= SOL--- L---1---� Ib 8 QUAD SLIDER/ FRENCH/ TEE 11 II 1 II II I I I L ,X O I TUB 'p N •4 WARDROBE CARPET FLOOR N AT STALL, '18 II II -ZERO' CLEARANCE DInC(T L — — _ — — — J L —V€NT FIREEFLACE IUL/ OIIISip_E�4L1�U ION i AIR t STONE HEA6-r 1I- I IGREAT ROOM I I� I ICARPET FLOOR I I� I IVOLUME CEILING I I J L—_ ----J L II II II II I I i �IN II II II II _ O/ CEMENT, FIBER a N— I II CIDmcp GLASS MATT GYPS II I ILING W/ F I Q Z (( \\ I 4 II r I u LIO 4�� REVISIONS date Item I TIL FLO R _ FE '. —. I '_p�l� - ,— EAM ABOVE_SEE FRA 3'-1' I 71.52 '-3' 2'-2 i'-8' 1 3 040 1 3 040 1 3 040 1 1 FX'D I FX'D I FX'D I I I I I 36�X'D13�C� C T �6X'D II II II II II II II II I I 11 14'-I0' I I I I SI INC C;R ET FLOG I I I I VA *ABOVE EII,ITO G I I II IRII II I I I I I II II II II _rll II I I MAST6 SUITEI I I CARPETI FLOORI I I L1 10'_0"/ MULTEI C� ING 14'-10" t I e B 12' (0' S' 1�2' 8' REINF. SLAB W/ 04 BARS a 12' O.C. EACH WAY W/ 3' OVERHANG 9'-3' F3malcm ' Id 2'-3' 1 2'-3' MAIN FLOOR PLAN SCALE: 1/4" = 1'-0" 2242 SGPT. OWN 0 R45 4'-92 12' I Zn N) up 0 Q � I si' X I p FREE DING ,X O Q IL TUB 'p N MUD SET G.T WARDROBE CARPET FLOOR N I e B 12' (0' S' 1�2' 8' REINF. SLAB W/ 04 BARS a 12' O.C. EACH WAY W/ 3' OVERHANG 9'-3' F3malcm ' Id 2'-3' 1 2'-3' MAIN FLOOR PLAN SCALE: 1/4" = 1'-0" 2242 SGPT. OWN 0 R45 4'-92 12' I Zn N) up 0 Q � I si' X I m T VOR KERS DRAIN w?wz i (L 'n W H ti Q w�cgz Z N40 z Q,Jy�QN'ff-) x �a VV) n� Qn La ME w wzO �cw �r� Q — � O oto Lu om a m C]ZLL CC Lu O cpmLL IL ILu� r N�2X-9J �w 1L p FREE DING ,X O Q IL TUB 'p N MUD SET G.T WAL N AT STALL, '18 ��-6 O/ CEMENT, FIBER a N— m II CIDmcp GLASS MATT GYPS II O W/ F W Q Z (( \\ IIw 4 II r F- m T VOR KERS DRAIN w?wz i (L 'n W H ti Q w�cgz Z N40 z Q,Jy�QN'ff-) x �a VV) n� Qn La ME w wzO �cw �r� Q — � O oto Lu om a m C]ZLL CC Lu O cpmLL IL ILu� r N�2X-9J �w 1L ENGINEER OF YORK RECORD CAD TECH R.D.A. RELEASE 6/2-1/19 DATE O N 11/1 N Z z ��-6 a N— m Q CIDmcp o O LL W Q Z (( \\ � IL 4 F- u LIO REVISIONS date Item ENGINEER OF YORK RECORD CAD TECH R.D.A. RELEASE 6/2-1/19 DATE m M 14'.3' UPPER FLOOR PLAN SCALE: 1/4" = P -m" -1G 7 SQPT. n w Q = O ci lil tS fv=3 C:, <uf. w N Q Q w kn0 own 004J_u Lu %zea d :Eiilllij I 0 Z J M 0 0 9 vz LU LLI REVISIONS date item ENGINEER OF YORK RECORD CAD TECH R.D.A. RELEASE 6/21/19 DATE W�� 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-IN 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. R103.15, R103.5, 89032, 8908 0 PPROX. 10' INSTALL THIS PIECE LAST IF �I ZUJINDOW OPENING INSTALL THIS PIECES 2nd pi I m I '--INSTALL THIS PIECE let WINDOW FLASHING SCALE: V = V-0" CTAAP1W1 _ CO AM MTI =/t/,C III/ STUCCO SYSTEM O/ NON -VENTED ROOF AS WEATHER BARRIERS PER IRC 88065 I I BRICK VENEER O/ (2) LAYERS '-0- Ktinr. aLHc W/ r - J J GRADE 'D' BLDG. PAPER (SEE 104 BARS a 12' O.C. _ 2 -- r — — — — — — — — — — — — — — — — —I-MALL-�BECT-A-7ATFOI;Z--ATTACPMENT- — — — — — 1 EACH WAY W/ 3' O.H. L------------------I--------------tREINEORCEMEN.T(TY:'.)-------J WATERPROOFING AS\�) PER IRC R4062 RIP RAP ROCK RETAINING AS REQ'D. SUB -CONTRACTOR TO SUBMIT REQUIRED ENGINEERING e CONSTRUCTION INSPECTION z – – – – – – – – – SCHEDULE Q TIME OF INSTALATION (TYP) F – –– ----------------------------------- I------------ ioP PLaTE F OOFO0 ORFF TO FOUNDATION T.O� FTG 111161101103 e* ejv, pi ii _ m m N i i.�'ili�' —. k F[E'11'o"v e* ejv, pi FRONT ELEVATION SCALE: 1/4' = V -m' PLATE FLOORo TOP OFF FouNDArlox I I I I Ir----------- J I I WATERPROOFING AS I ------------J I I PER IRC 84062 I I I RIP RAP ROCK TAINING AS REQ'D. r J I SUB -CONTRACTOR TO SUBMIT REQUIRED "ENGINEERING < coNamucvoN INSPECTION SCHEDULE e TIME INSTALATION (TYP) -------- ------ ---------I----------------- I rl--------------- I -I -T --------------------I �- — — — — — — — — — — — L — — — J — — — — — — — — — — — — — — — J REAR ELEVATION SCALE:1/4" = 1'-0" w< tL on 8�Tw '* °' za Lu_ W0 0 W O Q Q Q � N 0 172 LTJ F- Lu W REVISIONS date item ENGINEER OF YORK RECORD CAD TECH RELEASE 6/21/19 DATE ii _ m m N REVISIONS date item ENGINEER OF YORK RECORD CAD TECH RELEASE 6/21/19 DATE GAF TIMBERLINE SHINGLES O/ "15 ASPHALT FELT. PROVIDE ICE SHEILDS ® ALL EAVES 4 VALLEYS 4 A MINIMUM OF 24' 12 UP BEYOND INSIDE OF WALL 12, 1/16' APA RATED OSB SHEETING W/'H' CLIPS 9 ALL UNSUPPORTED--� i ALUMINUM DRIP EDGE 2x4 FASCIA WRAP W/ .032 ALUMINUM VENTED ALUMINUM SOFFIT WINDOW SEE PLAN N EAVE DETAIL A& SCALE: I" = V -0 - GAP TIMBERLINE SHINGLES O/ "15 ASPHALT FELT. PROVIDE ICE SHEILDS e ALL EAVES 4 VALLEYS 4 A MINIMUM OF 24" UP BEYOND INSIDE OF WALL 1140' 1/16' APA RATED OSB SHEETING WPH' CLIPS • ALL UNSUPPORTED ALUMINUM DRIP EDGE — 2x4 FASCIA WRAP W/ .032 ALUMINUM VENTED ALUMINUM SOFFIT WINDOW SEE PLAN N EAVE DETAIL A� SCALE= 1" = 1'-0" STANDING SEAM MTL ROOF W/ ICE SHIELD UNDER i/ib' APA RATED SHEETING W/'H' C. • UNSUPPORTED 2x4 FASCIA WRAP .032 ALUMINUM 3 Aro EAVE DETAIL &GALE:I" = I' -,a" TRUSSES SEE FRAMING BRICK VENEER O/ (2) LAYERS GRADE "D' BLDG. PAPER (SEE R 42 BLOWN INSULATION PROVIDE WALL SECT. A:A2 FOR ATTACHMENT REINFORCEMENT (TYP.) CARDBOARD INSULATION STOPS MAINTAIN I' AIRSPACE TROP PLATE 5IMP60N HI's a EACH TRUSS HEADER SEE FRAMING TRUSSES SEE FRAMING R-42 BLOWN INSULATION PROVIDE CARDBOARD INSULATION STOPS MAINTAIN I' AIRSPACE 2x10 BLOCKING SIMPSON HI's a EACH TRUSS HEADER SEE FRAMING :ACH RAFTER 5EE FRAMIN6 FL OOR TA$ FTG NON -VENTED ROOF AS PER IRC 8806.5 GAF TIMBERLINE SHINGLES O/� FELTEX ROOF UNDERLAYMENT PROVIDE ICE SHEILD a ALL VALLEYS 4 A MINIMUM OF 24' , BEYOND INSIDE OF WALL UP ROOF • ALL EAVES j ISI 12'x12' TURTLE VENTS W/ INSECT SCREENS (6) THIS m 0 El GAF TIMBERLINE SHINGLES 0/J FELTEX ROOF UNDERLAYMENT _ PROVIDE ICE 5HEILD a ALL ` VALLEYS 4 A MINIMUM OF 24' ` BEYOND INSIDE OF WALL UP ROOF 0 ALL EAVES .ioElo - o a� 0 RIP RAP ROCK RETAINING AS REQ'D.J I iui SUB -CONTRACTOR TO SUBMIT REQUIRED ENGINEERING 4 CONSTRUCTION INSPECTION f L---I'"t— — — — — — — — — — — — — ------------ SCHEDULE ® TIME OF INSTALATION (TYP)I--------------------------- ------ I z� GAF TIMBERLINE SHINGLES 0/J FELTEX ROOF UNDERLAYMENT PROVIDE ICE SHETLD 9 ALL VALLEYS 4 A MINIMUM OF 24" BEYOND INSIDE OF WALL UP ROOF o ALL EAVES 312/ IL ------------------------ ------------L rJ—L, L-------------------------- -------- ---J L---� BRICK VENEER O/ (2) LAYERS GRADE 'D' BLDG. PAPER (SEE RIGHT ELEVATION WALL SECT. A:A2 FOR ATTACHMENT 4 REINFORCEMENT (7YP.) SCALE:1/4" = P -O' NON -VENTED ROOF NON -VENTED ROOF AS PER IRC 88065 r v.�.w • METALmow. OVERHEAD DOOR W/OPENER BRICK VENEER q/ (2) LAYERS --- I N GRADE "D' BLDG.I PAPER (SEE F I I I WALL SECT. A:A2FOR ATTACHMENT rL----------------------------------- Ott ---- LT ---------------------------41 4REINFORCPENT(TYPJ L-------------------------------------------L---------------------------JJ I I I -------- L--------- LEFT ELEVATION SCALE: 1/4' = I'-0" PLATE —BRICK VENEER O (2) LAYERS GRADE 'D' BLDG. APER (SEE WALL SECT. A:A2 FOR 4TTACHMENT 4 REINFORCEMENT ITYPJ 61 FLOORIL TSP OF�" FOIMDATION T.OFTGo Lill Lu OI -i O h�� o =aa U W fu = QQ Oco F� [Y`nw z owan =�n oCo o "'mom n 0 Lu_ Q ut O }_ R -1-1, t3 0 O v co E W � ENGINEER Illi li III I�ir II N ow Z Q W1U (� ca d) Lu W 0 ® � W u- to W �1--II LI 0 'i 1 // Q O m REVISIONS date item ENGINEER Illi li III I�ir 21'-5' IL Ca N — 1 TRUSS "C° 12 8F n A. TRUSS "D 11 TRUSS "p" I I I "I STUB BACK -J I TRUSS AS REWD IL M TRUSS "B'1 PROVIDE (S) GIRDER TRUSSES rwv Gnl TRUSS "E" PROVIDE (4) ATTIC GIRDER TRUSSES NOTE: IT IS THE CONTRACTOR'S -AND- TRUSS MANUFACTURER'S RESPONSIBILITY TO FIELD VERIFY ALL TRUSS TYPES, SHAPES, $IZES, LAYOUT, PITCH AND PLATE HEIGHTS AND TO COORDINATE EACH TRUSS WITH PLANS, ELEVATIONS 4 SECTIONS PRIOR TO ORDERING. PLEASE, NOTIFY LANDFORMS DESIGN OF ANY DISCREPANCIES. SUBMIT TRUSS DESIGN SHEETS TO LANDFORMS PRIOR TO FABRICATION. (REMEMBER WHAT 'ASSUMING' DOES TO YOU AND ME) TRUSS TYPES SCALE. 116" = P-0` ROOF BEAM SCHEDULE LVL- LAMINATED VENEER LUMBER GCB- GLUCAN BEAM DIM- DIMENSIONAL LUMBER ' TYPE SIZE 1212 � � RB -1 L.V.L. STUB BACK HEADER R5-2 DIM (2) 2x10's — TRUSS AS REQ'P DIM �m HEADER mw N TRUSS "A" = RB -5 PROVIDE (1) GIRDER TRU55 (2) 13/4' x IIS/s" IL Ca N — 1 TRUSS "C° 12 8F n A. TRUSS "D 11 TRUSS "p" I I I "I STUB BACK -J I TRUSS AS REWD IL M TRUSS "B'1 PROVIDE (S) GIRDER TRUSSES rwv Gnl TRUSS "E" PROVIDE (4) ATTIC GIRDER TRUSSES NOTE: IT IS THE CONTRACTOR'S -AND- TRUSS MANUFACTURER'S RESPONSIBILITY TO FIELD VERIFY ALL TRUSS TYPES, SHAPES, $IZES, LAYOUT, PITCH AND PLATE HEIGHTS AND TO COORDINATE EACH TRUSS WITH PLANS, ELEVATIONS 4 SECTIONS PRIOR TO ORDERING. PLEASE, NOTIFY LANDFORMS DESIGN OF ANY DISCREPANCIES. SUBMIT TRUSS DESIGN SHEETS TO LANDFORMS PRIOR TO FABRICATION. (REMEMBER WHAT 'ASSUMING' DOES TO YOU AND ME) TRUSS TYPES SCALE. 116" = P-0` ROOF BEAM SCHEDULE LVL- LAMINATED VENEER LUMBER GCB- GLUCAN BEAM DIM- DIMENSIONAL LUMBER MARK TYPE SIZE NOTES RB -1 L.V.L. (2) 13j4' x 91/2" HEADER R5-2 DIM (2) 2x10's HEADER R5-3 DIM (2) 2x10's HEADER R5-4 L.V.L. (2) 13/4' x Ili/s' TOP OF BEAM = BOTTOM OF TRU55E5 RB -5 L.VL. (2) 13/4' x IIS/s" TOP OF BEAM = BOTTOM OF TRUSSES R540 L.V.L. ( 2 ) 13/4" x 91/2 HEADER R5-1 DIM (2) 2x10's HEADER RB -8 DIM (2) 2x10's HEADER RB -9 DIM (2) 2x10'5 HEADER R15-10 DIM (2) 2x10's HEADER RB -II L.VL. (2)13/4' x ih/e" HEADER R5-12 DIM (2) 2x10's HEADER R5-13 L.V.L. (2) 13/4' x II'/s" RAFTER HEADER R5-14 L.V.L. (2) 13/4' x 14" RIDGE BEAM R5-15 L.V.L. (2) 13/4" x 14' RIDGE BEAM R5-16 L.VL. (2) 13/4' x 111/8" BOTTOM OF SEAM = BOTTOM OF TRUSSES RB-IZ DIM (2) 2x10's HEADER R5-18 DIM (2) 2x10's HEADER R5-19 DIM (2) 2x10's HEADER R5-20 DIM (2) 2x10's TOP OF BEAM = BOTTOM OF TRUSSES R5-21 DIM (2) 2x10's TOP OF BEAM = BOTTOM OF TRUSSES R5-22 L.V.L. (2) 13/4' x 91/2 TOP OF BEAM = BOTTOM OF RAFTERS RB -23 DIM (2) 2x10's HEADER R5-24 DIM (2) 2x10's HEADER R5-25 L.V.L. (2) 13/4' x Ili/s' BOTTOM OF BEAM = BOTTOM OF TRUSSES RB -26 L.V.L. (2) 13/4' x 911/2" BOTTOM OF BEAM = BOTTOM OF RAFTERS MOVE FOR OPTIMAL HEADROOM -ROOM- M- SEE SECTION BB:AS RB -21 RB -28 RB -29 RB -30 ROOF DIAPHRAGM: 1/I6" APA RATED 055 SHEETING, NAILED W/ 8d s 6' O.C. AT DIAPHRAGM BOUNDARIES SUPPORTED EDGES. NAIL W/ 8d 9 12' O.C. AT FIELD. NOTE: ALL INT, BEARING HEADERS TO BE (2) 2XIO's AND ALL EXTERIOR HEADERS TO BE (2) 2AO's UNLESS NOTED OTHERWISE ROOF FRAMING PLAN (40 LB LL) SCALE:I/8" = I' -(D" UPPER FLOOR BEAM SCHEDULE LVL- LAMINATED VENEER LUMBER GCB- GLUCAN BEAM DIM- DIMENSIONAL LUMBER MARK TYPE SIZE NOTES UF5-1 DIM (2) 2x10's HEADER UF5-2 DIM (2) 2x12's BOTTOM OF BEAM = BOTTOM OF JOISTS/ TRU55E8 UF5-3 L.Y.L. (2) 13/4" x 91/2" BOTTOM OF BEAM = BOTTOM OF JOISTS UF5-4 L.Y.L. (3) 13/4' x 16" HEADER UF5-5 DIM (2) 2x10's HEADER UF5-6 DIM (2) 2x10's HEADER UFB--I L.Y.L. (2) 13/4" x 91/2" HEADER UFB-8 STEEL WI0x45 TOP OF BEAM = 11/2' BELOW BOTTOM OF JOISTS UFB-9 DIM (2) 2x10's HEADER UFB-10 DIM (2) 2x10's HEADER MAIN FLOOR BEAM SCHEDULE LVL- LAMINATED VENEER LUMBER GCB- GLUCAN BEAM DIM- DIMENSIONAL LUMBER MARK TYPE SIZE NOTES MF5-1 DIM (2) 2XIO's HEADER MF5-2 GLB 51/e'x12" TOP OF BEAM = TOP OF DECK JOISTS (EXT. GRADE) MFB-3 L.V.L. (3) 13/4' x 10/8' HEADER MF5-4 DIM (2) 2x10's HEADER MF5-5 L.V.L. ( 3 ) 13/4" x 91/2 TOP OF BEAM = BOTTOM OF JOISTS MF5-6 DIM (2) 2x10's TOP OF BEAM = BOTTOM OF JOISTS MFB--I STEEL WI0x19 TOP OF BEAM = III/2" BELOW BOTTOM OF JOISTS MF5-8 STEEL WI0x45 TOP OF BEAM = 11/2' BELOW BOTTOM OF JOISTS MF5-9 DIM (2) 2x10's HEADER MF5-10 DIM (2) 2x10's HEADER MFB-ll DIM (2) 2x10's HEADER MFB-12 DIM (2) 2x10's HEADER MF5-13 L.V.L. (2) I3/4" x I/s' TOP OF BEAM = BOTTOM OF JOISTS MF5-14 L.VL. ( 2 ) 13/4" x 91/2" TOP OF BEAM = TOP OF JOISTS MFB-15 DIM (2) 2x1O's TOP OF BEAM = BOTTOM OF JOISTS MF5-16 L.V.L. (3) 13/4" x II'1/s" TOP OF BEAM = TOP OF JOISTS MF5-1-1 DIM (2) 2x10's TOP OF BEAM = BOTTOM OF JOISTS MFB-IS L.V.L. (3) 13/4' x 111/5" TOP OF BEAM = TOP OF JOISTS F—T—T-1 nr I I f I I L_1_1_J I r—� I �T—T_T_, r14 II I I I _ GIRD R TRUSS_ r—T—T—­1 I I I L_1_1_J I UPPER FLOOR FRAMING PLAN 8CALE:1/8" = I'-0" MAIN FLOOR FRAMING PLAN SCALE:I/8" = I' -(D" JOISTS R ISION5 date Item TOP p WALL T.O. FTG.. 1/16' APA RATED OSB SHEETING SEE SHEARWALL SCHEDULE FOR NAILING 2x6 STUD WALL W/STUDS 6 16' O.C. W/ R-13 BATT 4 R-1 URETHANE COVERED DECK GACOFLEX DECK MEMBRANE SLOPE '%' PER 12' MM_ THICKEN SLAB a PERIMETER 4 DRILL °4x2'-0' BARS 9 16' O.G. DRILLED INTO FOUNDATION GAF TIMBERLINE SHINGLES O/ FELTEX ROOF UNDERLAYMENT PROVIDE ICE SHEILD A ALL VALLEYS 4 A MINIMUM OF 24' BEYOND INSIDE OF WALL UP ROOF g ALL EAVES SOUND BATT INSULATION FOOTING DRAIN A5 --//.o PER IRC R405.1 NON -VENTED ROOF BEAM -SEE FR, R-30 BATT + 2" CLOSED CELL FOAM (R-14) = 312 R-44 TOTAL 1/16' APA RATED 055 SHEETING SEE SHEARWALL SCHEDULE FOR NAILING 2x6 STUD WALL W/STUDS ® 16" O.C. W/ R-13 BATT 4 R-1 URETHANE 1/16' APA RATED OSB SHEETING SEE SHEARWALL SCHEDULE FOR NAILING 2x6 STUD WALL W/STUDS 16' O.C. W/ 113 BATT 4 R-1 URETHANE WATERPROOFING AS PER IRC 84062 8' GONG. FOUND. FOOTING DRAIN AS F-1 PER IRC R405.1 SEAM -SEE LOFT CARP T FLOOR VAULTE CEILING BATH \e TILE FLOOR -"VAULTED CEILING MUD 3/4' 4G FLOORING NAILED 4 GLUED FOOTING DRAIN AS F-1 PER IRC R405.1 SEAM -SEE LOFT CARP T FLOOR VAULTE CEILING R -42 BLOWN -IN INSULATION BEAM-COORD.W/ OWNER GREAT ROOM CARPET FLOOR VOLUME CEILING /4' T FLOORING NAI ED 4 GLUED 1/16' APA RATED OSB SHEETING -WPH" CLIPS e ALL UNSUPPORTED EDGES 128 NON -VENTED ROOF R-30 BATT + 2' CLOSED CELL FOAM 18-14) R-44 TOTAL 12 TRUSSES SEE FRAMING HALL ILE FLOOR 10' O' CEILING EW GUEST A ET FLOOR 10' 0' CEILING 5EAM-5EE FRAMING -ap :t —1/16' APA RATED OSB 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/22 GA GI TIES 9 16" O.G. EA WAY FRAMING e UNFINISHED SOUND BATT) \e Q, INSULATIONwr �x MUD 1116 ' `WATERPROOFING AS RECREATION ® TILE FLOOR J' -O' CEILING OC TO 25/5' AND BE LOCATED 34'1 AND 38' MAX. ABOVE MECHANICAL RISERS SHALL BE MAX. 13/4' N STAIR TREAD TANGENT LINE C ly 4' CONC. SLAB 5/4 P.B. TREADS 14G FLOORING 6� AILEb 4 GLUED - 4' GONG, SLAB R -42 BLOWN -IN INSULATION BEAM-COORD.W/ OWNER GREAT ROOM CARPET FLOOR VOLUME CEILING /4' T FLOORING NAI ED 4 GLUED 1/16' APA RATED OSB SHEETING -WPH" CLIPS e ALL UNSUPPORTED EDGES 128 NON -VENTED ROOF R-30 BATT + 2' CLOSED CELL FOAM 18-14) R-44 TOTAL 12 TRUSSES SEE FRAMING HALL ILE FLOOR 10' O' CEILING EW GUEST A ET FLOOR 10' 0' CEILING 5EAM-5EE FRAMING -ap :t —1/16' APA RATED OSB 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/22 GA GI TIES 9 16" O.G. EA WAY FRAMING e UNFINISHED BEAM -SEE FRAMING--' O FINISHED IS TO BE USED AS STORAGE COLD 1116 ' `WATERPROOFING AS RECREATION 5 ON ALL WALLS 4 STRINGERS -TREADS SHALL BE MIN, 10' HALL TO 25/5' AND BE LOCATED 34'1 AND 38' MAX. ABOVE MECHANICAL RISERS SHALL BE MAX. 13/4' STORAGE STAIR TREAD TANGENT LINE C PER IRC 84062 4' CONC. SLAB 5/4 P.B. TREADS 4' GONG. SLAB 6� 4' GONG. SLAB 4' GONG, SLAB II II II Op 8'-8' CEILING O -1/8 PINE KICK BOARDS 8' CEILING I3/4'x11Vs' TIMBERSTRAND 8'-8' CEILING �I--x--14 8'-6' CEILING LSL STAIR STRINGER 8' CONC. FOUND. 4' GONG. SLAB F-2 F -I F -I FOOTING DRAIN AS I/2'0 GRAVEL 9 4' MIN. DEPTH PER IRC 8405.1 AS iBY 842622 FRAMING SECTION ,AS 5GALE:1/4' = I' -m" GAF TIMBERLINE SHINGLES O/ FELTEX ROOF UNDERLAYMENT BEAM -SEE FRAMING PROVIDE ICE SHEILD 9 ALL VALLEYS 4 A MINIMUM OF 24' BEYOND INSIDE OF WALL UP PROOF 9 ALL EAVES --• . • -. - • II�I�I�I�I�I�I�I�I� O -STRINGER HANGER TO BE IS TO BE USED AS STORAGE 51MP50N LSW OR EQWV. 1116 -HANDRAIL SIZE TO BE 11/4' 5 ON ALL WALLS 4 STRINGERS -TREADS SHALL BE MIN, 10' O TO 25/5' AND BE LOCATED 34'1 AND 38' MAX. ABOVE RISERS SHALL BE MAX. 13/4' STAIR TREAD TANGENT LINE C -MIN. HEADROOM HEIGHT TO O 5/4 P.B. TREADS BE 6'-8' MEASURED FROM 6� STAIR TREAD TANGENT LINE II II II Op -STAIR STRINGER TO BE O -1/8 PINE KICK BOARDS I3/4'x11Vs' TIMBERSTRAND O �I--x--14 LSL STAIR STRINGER r: BEAM -SEE FRAMING -/G kINE - TiUNFINISHED AUDIO/ STORAGE N 4' GONG. SLAB 8'-8' CEILING N O SEAM-5EE 11/2 "0 GRAVEL 6 4" MIN. DEPTH AS REQ'D BY 8426.2.2 UNFINISHED CLOSET 4' CONC. SLAB 8'-8' CEILING V T4G FLOORING NAILED 4 GLUED UNFINISHED LAUNDRY 4" CONC. SLAB 8'-8' CEILING /\ FRAMING SECTION 1/16' APA RATED 055 SHEETING WPH" CLIPS 9 ALL UNSUPPORTED EDGES ING ER BATH TILE FLOOR -0' CEILING SOUND 5ATT—/ INSULATION UNFINISHED BEDROOM 4' CONC. SLAB V-8' CEILING TOP WALL STAIR GENERAL NOTES TOP WALL O -IF AREA UNDER STAIRS O -STRINGER HANGER TO BE IS TO BE USED AS STORAGE 51MP50N LSW OR EQWV. PROVIDE TYPE "X' GYP 51 -HANDRAIL SIZE TO BE 11/4' 5 ON ALL WALLS 4 STRINGERS -TREADS SHALL BE MIN, 10' O TO 25/5' AND BE LOCATED 34'1 AND 38' MAX. ABOVE RISERS SHALL BE MAX. 13/4' STAIR TREAD TANGENT LINE C -MIN. HEADROOM HEIGHT TO O 5/4 P.B. TREADS BE 6'-8' MEASURED FROM 6� STAIR TREAD TANGENT LINE II II II Op -STAIR STRINGER TO BE O -1/8 PINE KICK BOARDS I3/4'x11Vs' TIMBERSTRAND O �I--x--14 LSL STAIR STRINGER —1/16' APA RATED 085 SHEETING SEE SHEARWALL SCHEDULE FOR NAILING -2x6 STUD WALL W/STUDS I6' O.C. W/ R-13 5AT1 4 R-1 URETHANE R-30 BATT INSULATION —1/16' APA RATED OSB SHEETING SEE SHEARWALL SCHEDULE FOR NAILING -2x6 STUD WALL W/STUDS A 16" O.C. W/ R-13 BATT 4 R-1 URETHANE F-1 FOOTING DRAIN AS PER IRC R405.1 TOP PLATE T.O. T.O. F -p F- Lu Yusg (L 0 � R��Q�� F Q tum=Nz0 = N p<)w W Lu). - MY ct IDT!i ").- Mwp`D!a = 14 w`=7�Qo p1vpuJUtuw` Q zOa AZO=�= =N z p() u.i0 Q wZOz�w o D a N w� pLu z w>> cci � Lu N m anzo<<D„�n o 1 �ixn�w L�cpw�u� O3 15OL Z E V/ 0 V Z a cc LL 9�— a L b- N N N W�-- m N 6 H_ W O Q � J � Q LL 6� II II II I z L CL O �I--x--14 REVISIONS date Item ENGINEER OF YORK RECORD CAD TECH RDA. RELEASE 6/21/19 DATE l/16' APA RATED OSB SHEETING SEE SHEARWALL SCHEDULE FOR NAILING 2x6 STUD WALL W/STUDS ® 16' O.G. W/ R-13 BATT 4 R -I URETHANE FOOTING DRAIN AS PER IRC R405.1 T T TOP WALL GAF TIMBERLINE SHINGLES O/ FELTEX ROOF UNDERLAYMENT PROVIDE ICE SHEILD a ALL VALLEYS 4 A MINIMUM OF 24' BEYOND INSIDE OF WALL UP ROOF a ALL EAVES NON -VENTED ROOF R-30 BATT + 2' CLOSED CELL FOAM (R-14) r --R-44 TOTAL l/ib' APA RATED OSB SHEETING WPH° CLIPS 6 ALL UNSUPPORTED EDGES j l! /t�'i9i;7v e,�,21��t�V��li!I c . c • r c A r . j �it�!ititi��i►titin!itititi!n�s�:.L! .;..�3'� i?�iTulatititi!�tititil�titit�lli PROVIDE 5/8' TYPE 'X' GYP BRP BETWEEN GARAGE AND ALL LIVING AREAS ON ALL BEAMS, WALLS, 4 CEILINGS (NAIL 9 6' O.C) W/ (U COAT FIRETAPE MINIMUM. PROVIDE (2) LAYERS 5/8' TYPE 'X' GYP BIRD O/ CLGS WHERE 'I' JOISTS ARE USED ABOVE. AUTOS 4' CONC, SLAB SLOPE /a' PER 12' -THICKEN SLAB B PERIMETER 4 DRILL "4x2'-0' BARS a 16' O.C. DRILLED INTO FOUNDATION F-1 WATERPROOFING AS PER IRC R4062 8' CONC. FOUND, FOOTING DRAIN AS PER IRC R405.1 GAF TIMBERLINE SHINGLES O/ FELTEX ROOF UNDERLAYMENT PROVIDE ICE SHEILD a ALL VALLEYS 4 A MINIMUM OF 24' BEYOND INSIDE OF WALL UP ROOF 6 ALL EAVES RAFTERS -SEE FRAMING NON -VENTED ROOF R-30 BATT + 2' CLOSED CELL FOAM (R-14) _ R-44 TOTAL 1/16' APA RATED OSB SHEETING SEE SHEARWALL SCHEDULE FOR NAILING 2x6 STUD WALL W/STUDS Q I6' O.G. W/ R-13 BATT 4 R -I URETHANE BEAM-COORD.W/ BEAM -SEE FRAMING—/ m ASTER SU TE CARPETFLOOR 10'-0'/ VAULTED CEILING SOLID BLOCKING 6 ALL BEARING UNFINISHED BEDROOM 4' GONG. SLAB 8'-8' CEILING DRILL "4x2'-0' BARS a 16' O.C. DRILLED INTO FOUNDATION 10 RIGID INSULATION 3'-0' HORIZ. AND TO FOOTING AS SHOWN LOFT CARPET FLOOR VAULTED CEILING TILE FLO IME CEIL F -I CARPET FLOOR VAULTED CEILING 3/4' T4G FLOORING NAILED 4 GLUED KITCHEN TILE FLOOR V-0' CEILINGS 3Q' T4G FL( SLID BLOCKING NAILED 4 9 ALL BEARING SOUND BATT INSULATION BEAM -SEE FRAMING UNFINISHED RECREATION 4' GONG, SLAB 8'-8' CEILING 4' CONC. 1/2'0 GRAVEL 6 4' MIN. DEPTH AS REQ'D BY R42622 /\ FRAMING SECTION A9 SCALE: 1/4" = 1'-m' 1/16' APA RATED OSB SHEETING WPH' CLIPS m ALL UNSUPPORTED EDGES TRUSSES SEE FRAMING BLOWN -IN STEIBATH TILr FLOOR 10'-01 CEILING 3/4' 14G FLOORING NAILED 4 GLUED SOUND BATT INSULATION UNFINISHED BATH 4' GONG. SLAB 8'-8' CEILING 4' CONC. SL I/2'0 GRAVEL 6 4' MIN. DEPTH AS REQ'D BY R42622 WARDROBE CARPET FLOOR 10'-0' CEILING UNFINISHED 4' CONC. SLAB 8'-8' CEILING /\ FRAMING SECTION A9 SCALE: 1/4" = 1'-0' —x/16' APA RATED OSB SHEETING SEE SHEARWALL SCHEDULE FOR NAILING –2x6 STUD WALL W/STUDS ID 16' O.C. W/ R-13 BATT 4 R -I URETHANE TERPROOFING AS PER IRC R4062 GONG. FOUND. FF I FOOTING DRAIN AS PER IRC R405.1 —1/16' APA RATED OSB SHEETING SEE SHEARWALL SCHEDULE FOR NAILING –2x6 STUD WALL W/STUDSe 6 16' O.G. W/ R-13 BATT 4 R-1 URETHANE TERPROOFING AS PER IRC R4062 0 6' GONG. FOUND. FOOTING DRAIN AS PER IRC R405.1 TOP PLATE T.O. T.O. TOP T.O. FDN. WALL T.O. FTG. �n w wgwz�2: Win* wQo CLn�z Lu <n z 0 LL Q tv!-uC,Lu �Z Z NO�Q�O wooOL`Q n- +-=3Ln �Qnzo�� dizp���cun � �7� ZD w ?Zn�wt Cl In _)~OW n�m�QpN N��aZLL -ApZwU uj �Q�WQ LU n�ixn� Lu 0 _j T Fi < W w� = o� N W � =0n 00L? – n ojca O fa Z f__ Lu UCIL 'l REVISIONS date Item ENGINEER OF YORK RECORD CAD TECH R.D.A. RELEASE 6/21/19 DATE PLUMBING GENERAL NOTES 1. 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 1i4' 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 UNDERGROUND UTILITIES PLUMBING CONTRACTOR SHALL VERIFY SIZE 4 LOCATIONS OF UNDERGROUND 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 A.B.S. 1. INTERIOR COPPER TO BE TYPE 'M' INSTALLED WITH PLASTIC ISOLATORS. 8. NO SUBSTITUTIONS FROM FIXTURE SCHEDULE ARE ALLOWED, EXCEPT BY OWNERS APPROVAL. 9, PROVIDE G.P. ESCUTCHEONS AT PIPE SLEEVES FOR EXPOSED BARE PIPE. PACK ANNULUS AT (1) HOUR FIRE WALLS. PLUMBING LINES through 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 Ib GALLON PER FLUSH TOILETS 4 2.5 GALLON PER MINUTE SHOWER HEADS. 13. PROVIDE EXPANSION TANKS FOR WATER HEATERS AS PER LOCAL JURISDICTION. 14. NO SLIP JOINT PLUMBING CONNECTIONS IN CONCEALED CONSTRUCTION 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 WALLS MUST BE METAL PIPING OR HAVE AN APPROVED THROUGH PENETRATION FIRE STOP INSTALLED 11. PROVIDE ANTI -SCALD SHOWER VALVES ON ALL SHOWER 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 4 WHIRLPOOL TUB VALVES SHALL NOT EXCEED THE MAXIMUM TEMPERATURE OF 120°F. 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 COVER 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 "P3006 AT THE TIME OF THE SUB -ROUGH INSPECTION. 22. ALL PLUMBING VENTS THROUGHT THE ROOF TO BE MINIMUM 3' PIPE. IRC P31032 MECHANICAL GENERAL NOTES I. ALL WORK PERFORMED SHALL COMPLY WITH ALL CURRENT NATIONAL AND LOCAL BULDING 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 LOCATION SHOWN ON MECHANICAL PLAN. PROVIDE WHITE METAL EXTERIOR GRILLE. 4. ALL MECHANICAL SYSTEMS SHALL BE SIZED LARGE 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 FURR-DOWNS IN FUTURE BASEMENT AREA. 6. MECHANICAL CONTRACTOR TO PROVIDE 4' METAL DUCTING FROM REST ROOM FANS TO EXTERIOR WITH WHITE METAL TERMINATION CAP. SEE MECHANICAL PLAN FOR LOCATION. 1, FOR CONDENSER LOCATIONS SEE MECHANICAL PLANS. 6. 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 M1502.4 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 ROUGH 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 G2420 13. FIREPLACE FLUES SHALL BE SEPARATED FROM ATTIC SPACES BY A SHAFT OF see' SHEET ROCK OR 3/4' STRAND BOARD OR PLYWOOD. 14, CSST STAINLESS STEEL GAS LINE MAY BE USED BUT MUST BE SIZED AND APPROVED BEFORE INSTALLATION. ANY CSST 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. 11, 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 FURNACES 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, CRAWL SPACES, ATTICS, UNHEATED GARAGES, ETC. IRC N1103 ELECTRICAL GENERAL NOTES I. ALL WORK PERFORMED 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. NOOK UP TELEVISION CABLES IN MECHANICAL ROOM TO DESIRED (ANTENNA, CABLE) CHOICE. PROVIDE T.V. CONNECTION PANEL ON WALL IN MECHANICAL ROOM. 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. 6. ALL SMOKE DETECTORS SHALL BE WIRED TOGETHER FOR SIMULTANEOUS ALERT SOUNDING. DETECTORS SHALL ALSO BE WILD TO BUILDING PRIMARY POWER WITH BATTERY BACKUP. ALL SLEEPING ROOMS AT ALL LEVELS TO HAVE SMOKE DETECTORS. 1. SIZE ELECTRICAL PANEL SUFFICIENTLY LARGE ENOUGH TO HANDLE FUTURE BREAKERS WHEN BASEMENT IS FINISHED. 8. PROVIDE (4) PAIR CABLE TO ALL TELEPHONE OUTLETS. HOME RUN ALL TELEPHONE LINES TO MECHANICAL ROOM. PROVIDE 66 STYLE PUNCH DOWN BLOCK WALL MOUNTED FOR FINAL CONNECTIONS. 9. ALL BATHROOM OUTLETS TO BE ON SEPARATE 20 AMP BREAKERS NOT TO EXCEED 2011 NEC. 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 (UFER 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 "4 REBAR WIRE TIED TO FOOTING STEEL. 13, ALL 125 -VOLT, 15 AND 20 AMP RECEPTACLES INSTALLED INSIDE OR OUTSIDE OF A DWELLING SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. I.R.C. E4002.14 14, A MINIMUM OF 15 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS.-Ni104. 15. 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 DWELLING UNITS SHALL BE LISTED TAMPER- RESISTANT RECEPTACLES. -E4002.14 -E3901.1 I6. ALL 125 -VOLT, SINGLE PHASE, 15- OR 20- AMPERE RECEPTACLES INSTALLED IN GARAGES SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL. -E39022 11. IN KITCHEN, A MINIMUM OF (2) 20 AMP SMALL-APPLICANCE BRANCH CIRCUITS SHALL SERVE ALL WALL 4 FLOOR RECEPTACLE OUTLETS IS. 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 E3902 20. PROVIDE AT LESAT TWO OUTSIDE GRADE LEVEL RECEPTACLES- ONE IN THE FRONT YARD AND ONE IN THE REAR YARD. -IRC E3901.1 21, ALL BRACH CIRCUITS THAT SUPPLY ELECTRICAL IN BEDROOMS NEED TO BE PROVIDED WITH ARG -FAULT PROTECTION. -IRC E3902.1.1 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 BUILDING THERMAL ENVELOPE REQUIREMENT: (PICK ONE) 11 BLOWER DOOR TEST FOR BUILDING 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. -OR- BET ALL THE GRITIERIA 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 ALIGNMENT WITH THE AIR BARRIER 10- KNEE WALLS SHALL BE SEALED. II- 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 SUBFLOOR DECKING. 14- THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION. 15- WHERE PROVIDED IN LIEU OF FLOOR INSULATION, INSULATION SHALL BE PERMANENTLY ATTACHED TO THE CRAWLSPACE WALLS. 16- EXPOSED EARTH IN UNVENTED CRAWL 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, IS- 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 BUILDING 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 BENETRATE 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) POST CONSTRUCTION TEST: TOTAL AIR LEAKAGE SHALL BE LESS THAN OR EQUAL TO 10 CFM PER 100 SQUARE FEET OF THE CONDITIONED FLOOR AREA. =OR - 31 1 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 1B CFM PER 100 SQUARE FEET OF CONDITIONED FLOOR EXCEPTION: THE TOTAL LEAKAGE TEST IS NOT REQUIRED FOR DUCTS AND AIR HANDLERS AND AT LEAST 50% OF ALL DUCTS (MEASURED BY LENGTH) ARE LOCATED ENTIRELY WITHIN THE BUILDING ENVELOPE. w�wzyy�� OL1�cntQ� � � UN t2tuckEwu W WWn`Lcwn� Z Q�� 3 Qp�QZ��tQ� n zca�wN Wca ON oz�Uzc`ili�- Z - 68wwu a o z �T 4-Tw nth'=moo` o C7 45 co omnzo `�' mif L �Q0LU N�w LUI ft�Q 'o Ole F- x Ix 0 u Z V E 0 v E LIj0 `0 W p 6i Z � N N IL 11.1 W a c Q0 U- (.� 11-1 0 a � d LL W v Ix W :zO W M REVISIONS date Item ENGINEER OF YORK RECORD CAD TECH R.D.A. RELEASE 6/21/19 DATE ii��� l'llillllll�li°i 1I14t Hill FLOOR DUPLEX OUTLET TELEVISION OUTLET W/TELEPHONE CEILING 15 WATT INCANDESCENT RECESSED OUTLET FOR SATELLITE DISH ISM FIXTURE (DOES NOT INCLUDE TRIM KIT) © CHIMES CEILING 150 WATT INCANDESCENT RECESSED FIXTURE (DOES NOT INCLUDE TRIM KIT) PUSH BUTTON CEILING 45 WATT INCANDESCENT RECESSED ® SMOKE DETECTOR FIXTURE (DOES NOT INCLUDE TRIM KIT) CEILING FIXTURE (COORD W/OWNER) (*, Ak CARBON MONOXIDE DETECTOR TELEPHONE OUTLET $* PHOTOCELL STAIR TREAD LIGHT GAS HOOKUPS PORCELAIN FIXTURE W/PULL CHAIN 1® 4'0 MINIMUM EXHAUST FAN 4- PENDANT LIGHT $ ELECTRICAL DISCONNECT C?� SCOUNCE ril INTERCOM STATION HEAT LAMP ❑V CENTRAL VACUUM OUTLET WALL MOUNTED INCANDESCENT FIXTURE EXT. FLUSH MNT CLG SPEAKER DUPLEX OUTLET WITH USB PORTS SPEAKER WIRE (COORD. W/OWNER) DUPLEX OUTLET © MOTION SENSOR SWITCHED DUPLEX OUTLET =& FUTURE PROOF OUTLET F.P. (2) CATEGORY 5 PHONE LINES, RANGE/DRYER OUTLET (2) COAXIAL CABLE LINES, (2) FIBER OPTIC LINES GROUND FAULT CIRCUIT INTERRUPT Q TELEVISION OUTLET FOR GABLE GROUND FAULT CIRCUIT INTERRUPT (WATERPROOF W/ BUBBLE COVER) JUNCTION BOX (EO' DUPLEX OUTLET W/ INCHES AFF. FLUORESCENT FIXTURE (X) TUBES NOTE: ALL OUTLETS TO BE TAMPER -PROOF TYPE SWITCH RECEPTACLES. $3 3 -WAY SWITCH TE: CDINATE ANY AN ALL SPECIALITY VARIABLE SPEED SWITCH rELECTRIIFEATURES WITH OWNER NOTE: ALL NUMBER CALL -OUTS ARE IN INCHES DIMMER SWITCH IE., +84, +48, +12 SEALING OF BUILDING THERMAL ENVELOPE REQUIREMENT: (PICK ONE) 11 BLOWER DOOR TEST FOR BUILDING 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. -OR- BET ALL THE GRITIERIA 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 ALIGNMENT WITH THE AIR BARRIER 10- KNEE WALLS SHALL BE SEALED. II- 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 SUBFLOOR DECKING. 14- THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION. 15- WHERE PROVIDED IN LIEU OF FLOOR INSULATION, INSULATION SHALL BE PERMANENTLY ATTACHED TO THE CRAWLSPACE WALLS. 16- EXPOSED EARTH IN UNVENTED CRAWL 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, IS- 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 BUILDING 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 BENETRATE 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) POST CONSTRUCTION TEST: TOTAL AIR LEAKAGE SHALL BE LESS THAN OR EQUAL TO 10 CFM PER 100 SQUARE FEET OF THE CONDITIONED FLOOR AREA. =OR - 31 1 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 1B CFM PER 100 SQUARE FEET OF CONDITIONED FLOOR EXCEPTION: THE TOTAL LEAKAGE TEST IS NOT REQUIRED FOR DUCTS AND AIR HANDLERS AND AT LEAST 50% OF ALL DUCTS (MEASURED BY LENGTH) ARE LOCATED ENTIRELY WITHIN THE BUILDING ENVELOPE. w�wzyy�� OL1�cntQ� � � UN t2tuckEwu W WWn`Lcwn� Z Q�� 3 Qp�QZ��tQ� n zca�wN Wca ON oz�Uzc`ili�- Z - 68wwu a o z �T 4-Tw nth'=moo` o C7 45 co omnzo `�' mif L �Q0LU N�w LUI ft�Q 'o Ole F- x Ix 0 u Z V E 0 v E LIj0 `0 W p 6i Z � N N IL 11.1 W a c Q0 U- (.� 11-1 0 a � d LL W v Ix W :zO W M REVISIONS date Item ENGINEER OF YORK RECORD CAD TECH R.D.A. RELEASE 6/21/19 DATE ii��� l'llillllll�li°i 1I14t Hill ❑ ❑ BASEMENT ELECTRICAL, MECHANICAL, AND PLUMBING PLAN 8CAL.E:1/4" = I'-0` NOTES OI 4'4 FLOOR DRAIN OELEC. PANEL IN ACCORDANCE W/ N.E.C. FOR ALL FLOORS. PROVIDE PERMANENT CERTIFICATE COMPLETED BY THE BUILDER OR REGISTERED DE51GN 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 AL50 LIST THE TYPE AND EFFICIENCY OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. ONON -FREEZE TYPE BACKFLOW PREVENTER ANTI SIPHON HOSE BIB OPROVIDE ROUND OR RECTANGULAR METAL DUCTS FROM EXTERIOR FOR COMBUSTION AIR PLENUM AS REQUIRED. PROVIDE METAL GRILLE ® EXTERIOR W/ INSECT SCREENS (PAINTED) ORUN ALL ELECTRONICS (T.V., CABLE, PHONE, SECURITY) TO THIS LOCATION O(2) 50 GALLON 34,000 BTU WATER HEATERS W/ EXPANSION TANK AS REQ'D E PROVIDE SEISMIC STRAPS, ONE IN THE UPPER THIRD AND ONE IN THE LOWER THIRD PORTION OF THE UNIT.-P2WI.1 (STATE AMENDMENT) 60,000 GRAIN WATER SOFTENER 1 (SALT STORAGE TANK LOCATED IN GARAGE ABOVE) CONNECT THRU AIR GAP O90 PLUS GAS FORCED AIR UNIT W/ SPACE GUARD AIR CLEANER AND HUMIDIFIER PROVIDE UNDER5LA5 P.V.C. COATED DUCTWORK FOR BASEMENT AS REQUIRED (SIZED BY MECH CONTRACTOR -BEE MANUAL J, S a D) O90 PLUS GAS FORCED AIR UNIT W/ SPACE GUARD AIR CLEANER AND HUMIDIFIER FOR MAIN FLOOR (SIZED BY MECH CONTRACTOR -SEE MANUAL J, 5 # D) im PROVIDE C.T. PAN W/ 4'0 FLOOR DRAIN d PLAN VENT FOR DRYER II 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. 12 PROVIDE STAIR TREAD LIGHTS COORD. W/ OWNER 13 O410 S/A FLOOR REGISTER PROVIDE P.V.C_ COATED UNDER SLAB DUCTWORK AS PER IRC M1601.1.2 0 TOEKICK REGISTER- o 14 ROUGH IN FOR FUTURE BATH IS ROUGH IN FOR FUTURE WASHER/ DRYER W/ FLOOR DRAIN 16 ROUGH IN PLUMBING, ELECTRICAL FOR FUTURE WET BAR-COORD. W/ OWNER a=kn on�<n X'o Lu %n qan� � z IN J a V W J LLI cc O O LL Z W 2 W U) 44m REvISIONB date item w A LL. ENGINEER OF YORK RECORD CAD TECH RDA. RELEASE 6/27/19 DATE SOFFIT PLUG 7AR a F --- T --- T ---_l I I I I I I L— �L�� t_J _ _J GFI W.P. E SOFFIT F FORlc 4 ' CI+4 / 1+4 O \ CI+4 GFCi+4 CI+4 ATI" TTIC SA I ACCRA I HINGED t 14 1+4 DN1 I LA L R � I 1 3 GFI W.P. sn= SOFFIT PLUG R oil 11 1 I I I II I I I ° I I I o II I�R O I R r—_ ---I I I -I- � — T — — — TT—___l R-- i I I I I I 10 / w II 3`�Y I I y I � I I II II L ------- J L ------IJ L--Im -7 r ------T F—IE)== I I a5 I � IRI I J --—J L L------� --®-� I- I I II II _ II IRI 4' \ I I I r1ral 4a op -4a 0 3$3 �_L---____LI___-- rm(* ERc GPI W.P. SOFFIT PLUG: F - - - T - I I I I - - I I I I I I I I I I I I ' R R 22x3 _ 291 ® � ® AI CCE55I 11 R �� \ (3 O R � Y O O N F— 1 o 0 I I I 1 1 I o 0 ® II I 14 L_ �- 1 5A. --J 0 \\ II 1 GFI� I I o f - - - - - - - - - - - - - - - - - - - —�LLI -------------------- _ - - - � GFI W.P. SOFFIT PLUG MAIN FLOOR ELECTRICAL, MECHANICAL, AND PLUMBING PLAN SCALF; 1/4" = V-0" GFI W.P. {�} SOFFIT PLUG NOTES ONON -FREEZE TYPE BACKFLOW PREVENTER ANTI SIPHON HOSE BIB OPROVIDE WATER PROOF TRIM KIT OPROVIDE SWITCH FOR GARBAGE DISPOSAL AND FIXTURE OVER SINK W/ SWITCH- COORD. W/ OWNER OPROVIDE C.T. PAN W/ 4"0 FLOOR DRAIN 4 VENT DRYER TO EXTERIOR W/ BACK DRAFT DAMPER (DUCT LENGTH DETERMINED BY IRC M1502.4.4.2) OPROVIDE GFCI OUTLET FOR DISHWASHER OTO ALL SOFFIT PLUGS- MAX (4) PER CIRCUIT OA.G. UNIT FOR BASEMENT (SIZED BY MECH CONTRACTOR -SEE MANUAL J, S 4 D) OA.C. UNIT FOR MAIN FLOOR (SIZED BY MECH CONTRACTOR -SEE MANUAL J, S 4 D) OGAS RANGE W/ POT FILLER-COORD. W/ OWNER 10 GAS LINE FOR BBQ-COORD. W/ OWNER 11 PROVIDE STAIR TREAD LIGHTS COORD. W/ OWNER 12 PROVIDE UNDER CABINET LIGHTING-COORD. W/ OWNER 13 PROVIDE BASE UNDER CABINET LIGHTING-COORD. W/ OWNER 14 4x10 S/A FLOOR REGISTER- COLOR BY OWNER o TOEKICK REGISTER- o 220 VOLT 50 AMP ELECTRIC CAR CHARGING 15 STATION- PROVIDE NEMA 6-50 SOCKET COORD. W/ OWNER }nLu w U) LLI _q �zW -4- 0- LN, OQF d wLQU6=toz0 Z N 1U a z � X O LU W � aN� Z as nlvnZ�u-nE Ru z,6n�QulL.U0waO avmQoLunou iz ,w000Ual-N o ca �?Nty� n } n iunON�n O �QLu __4 r C N�=Xnw F w i�c�w [lc _A U OL a V W W a II IZ II Iz REVISIONS date item ENGINEER OF YORK RECORD CAD TECH I R.D.A. RELEASE I 6/27/19 DATE UPPER FLOOR ELECTRICAL, MECHANICAL, AND PLUMBING PLAN 5GAL.E:1/4" = 1'-0" NOTE5 Oj PROVIDE WATER PROOF TRIM KIT 2 90 PLUS GAS FORCED AIR UNIT W/ SPACE GUARD AIR CLEANER AND HUMIDIFIER FOR UPPER FLOOR W/ INSULATED DUCTWORK IN ATTIC. PROVIDE ELECTRICAL AND GAS SERVICE W/ A CONDENSATE DRAIN AS REQ'D. (SIZED BY MECH CONTRACTOR -SEE MANUAL J, S e D) O410 S/A CEILING REGISTER, PROVIDE INSULATED DUCTWORK IN ATTIC AS PER IRCiSAI O22x42 VELUX SKYLITE W/ RAIN SENSOR COORD. W/ OWNER �n w N4 Z W { -w O D_NC 2z N�&KO WIVU� qtv 0_zwz NQpQ�O Lu %n [K nwnZ5LE zn_lww w Oz z JuZcN� 0 <n Ow Lu N Z p U T z + a-w�z nN m�Q 0 cp Hnzu dQXoOLwn iZ7d A Lu C), N T h d w� nQ N w On N LL - DL m 4 m az O �a w U(L 0 x lz 0 �Z 0 (n W BFJ a V J W cc W CL '/ I I m� JJ ca w --1 LL - Lu REVISIONS date item ENGINEER OF YORK RECORD CAD TECH I RD.A. RELEASE 6 21/19 DATE