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HomeMy WebLinkAboutPlan, Tentative APPLICANT 9/13/20174 - (3umfmI4 15 { t/Z" �4 J55T' OF P1zopF4e-rj W p 1,- FRONT SIPS F-LEVATION 1, , (-" r - w� s f } Fi<15TIj,4& J�)UPL-EX ... O t IL lu h mo Q Z N LL 11' - 4"-J 54' = O" q' 4" OL � laLi 9 `` GONG + GONG. PORCH PORCH `— N5N PUFLE 21 , 4; 15- 4" 11' - O" 11' - O" 15' 4" i s 1 i s .z� i GONG.GONG. �� PORCH PORCH :20'X 1a•' GRAVEL (2) CAR PARKING i r r -- SITE F=LAN 1/16" = 1' - O" 20'X 18' GRAVEL (2) GAR PARKING 5/4 X -: (MIN) TRIM AT ALL — CORNERS YgITH APPRVD. CAULKING (TVP) comp. poor - 8" MAX. STEP DOVNN HERE AT ALL --"Z EXTERIOR DOOR -6014F. AT SITE FLASH AND CAULK ALL KNDOW/ DOOR HEA'',000 tiaWrll A===11f SYSTEM -CC BACK SIDE ELEVATION RI&HT SIDE ELF-VATION �Lp, CON �IHI—bool10,11� uya ow uQ4Wm1WV/ OPTIONAL 5/4 X 4 TRIM AT ALL 5VE5 KNDOWS - BUILDERS CHOICE TO BE DETERMINED AT THE SITE (TYP) 1z 41 AatA_ --- -- — - -- --- �l�u-t W;EI�t- sysi'sn1 . ,' 3 %% +/— S".MAX. STEP DOYNN HERE AT ALL EXTERIOR DOOR-WNF. AT SITE OGEE GUTTER ON 2 X 6 �5CIA BRD. WITH APPROVED AWN SPOUT (TYP.) ®ate Deceived SEP 13201 Original Submiffal COMP. 5HINGLED ROOF 12 I 4 5/4 X 4 TRIM @ CORNERS NV APPRVD. CAULKING (TVP.) HORIZONTAL LAP 51r,>ING CONT. LT 5I17ELEVtTION AT FRONT N INSTALLED PER GRD. SPECS -CONFIRM W/ CONTRACTOR AT THE SITE (TVP.) Z V Q z —Or Lb o t��C1pr QmLu N IL a^z ko 01 a THE5E DRAWINGS ARE THE PROPERTY OF: 'LUKE L'E515N5" AND ARE NOT TO BE V5ED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF LUKE DE51GN5, INC. DATE: AU5U5T 15, 2011 REVISED: DRAWN BY: AMMON LUKE CHKV BY: MONT*( LUKE JOB #0881 SHEET 1 OF 5 in IL lu h mo Q Q Z N LL OL � laLi 9 01 a THE5E DRAWINGS ARE THE PROPERTY OF: 'LUKE L'E515N5" AND ARE NOT TO BE V5ED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF LUKE DE51GN5, INC. DATE: AU5U5T 15, 2011 REVISED: DRAWN BY: AMMON LUKE CHKV BY: MONT*( LUKE JOB #0881 SHEET 1 OF 5 L 52' - 811 q' - 4" i M 171-011 171-011 q'-4" q'-011 q' —0" I � I ------------------------I---------------------------I---------------------------I----------•------------- -------------------------------------- G G ' 2. C111 --------r --"---- _._. —. _ — ----- r--.—._. _.—.—.—. t ------------ -- - z --- z I I 1 I a 1 I I I 1 ♦ I 1 ! 1 1 ' �' ' 1 1 I 1 t 1 �� 1 1 1 1 '. I 1 '• t , 1 I .� I I t I i •, i 1 I I I l u l I D I 1 I , G I I I f e l I i l i i i i i G i 11 1 Q i 1 i i i t� i S S I i I -•i �, { i , 1 I i 1 � i 0 CAI 1-2 I 1 I I I I __-____-___ I 1 1 I i I ___ ____________..,___� I ( I I - - - - - - - - - - - - - - -- -____---___---_J cc Z---- Z- - - - - - - - - - - - - - --------------- - -- - -- i i --------------------- �--------- - - - - -- z---- z. q' - O" 2' O.. nl _ w{II 26— 4" UNIT ONE LEGEND 1/8" T$G EDGE GOLD DECKING DONT. AT MAIN FLOOR TO BE GLUED AND SCREWED (TYP.) Ocl 1/2" TJ 110 FLOOR J015T 0 24" O.G. (TYP) W/ TOP FLANGE HANGER 6" GONG. STEM WALL ON 12" X 6" GONG. FTNG.- G SEE DETAIL: F-1 ON PAGE (5) 2 X 4 #2 D.F. PONY WALL DONT. @ 24" O.G. ON O2" X 6: CO 0. FTNCPAG7. E W /(2) #4 BARS CONT. SEE 18" X 6" SCREENED GONG. FNP. VENTS AS PER CODE. (14) MIN. LOCATED A5 MARKED (TYP.) moRm 26' — 4" UNIT TY40 4" GONG. SLAB WITH 1/5 SLOPE AWAY FROM O THE HOME OVER TOP OF COMPACTED GRAVEL FILL -CONFIRM ALL GONG. FLAT WORK ON SITE O5" (MAX) STEP DOWN AT ALL EXTERIOR DOORS G TO GONG. PATIO - CONFIRM AT THE SITE (TYP) O HTT4 WITH 5/811 DIA. 55TB16 (10) TOTAL AS MARKED 15'-4" f 0 Zv t O m � t m -ND l W TYPa � u lu ju w l z OL Q ®ate Received d SEP 13 2017 Odginal Submiffal W 5HEAR MALL NAILIN& 22 1/2" MIN. PORTAL FRAMED PANEL W/(1) HTT5 AT EACH END WITH 5/8" 55TB24 WITH MIN. 5/8" P.p:. WOOD STRUCTURAL PANEL ONE 51DE NAILED W/ (2) ROW5 5d 0 5" O.G. INTO MIN. 4 X 6 P05T (NOT THESE DRAWINGS ARE THE LE55 THAN HEADER WIDTH) WITH (1) LSTA24 AT TOP EACH POST FRONT AND REAR TO UPPER CONT. PROPERTY OF: "LUKE DE5I6NS" AND ARE NOT TO BE USED OR WOOD HEADER FLUSH TO OUT5IDE EDGE EACH P.F. REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER 52" MIN. ALTERNATE BRACED PANEL WITH (1) HTT4 WRITTEN PERMISSION OF LUKE 0E516N5, INC. AT EACH END W/(2) 2 x STUD WITH 5/8" 55TB16 WITH R.S.P. MIN. 5/8" W00P 5TRUGTURAL PANEL (1) 51DE NAILED W/8d 0 6" Q.G. ALL EDGES, Sd 0 12" O.G. IN FIELD - PATE: AUGUST 18, 2017 ALL ED6E5 TO BE BLOCKED (TYP.) 48" MIN. BRACED PANEL WITH MIN, 5, 8" WOOD REV15ED: S.P. STRUCTURAL PANEL ONE SIDE NAILED W/ Sd 0 6" O.G. ALL EDGES 8d 0 12" O.G. IN FIELD -ALL EDGES BLOCKED (TYP.j DRAWN BY: AMMON LUKE qb" MIN. INTERIOR BRACED PANEL WITH MIK. 7/16' GHK'D BY: MONTY LUKE 0.5.8 ON ONE SIDE 2 X 4 (MIN) MALL (STUDS TO I.B.P. BE MAX. 24" OC.) NAILED WITH Sd 0 6" O.G. ALL EDGE5, 8d 0 12" O.G. IN FIELD - ALL ED6E5 TO BE BLOCKED (TYPJ JOS #0883 NOTE: ALL SHEAR WALL DE516N5 TO COMPLY WITH THE 2008 CODE UNLESS NOTED OTHERK5E SHEET one Or g;,, _ 9", LE56ENP NOTE: ALL ELECTRICAL NiORK INCLUDING LOCATION OF SMOKE DETECTORS, TO BE CONFIRMED AND VERIFIED AT THE SITE BY ELECTRICAL CONTRACTOR (TYP,) NOTE: ELECTRICAL OUTLETS AND NALL FIXTURES IN THE FIRE SEPERATION HALL SHALL NOT BE LOCATED BACK-TO-BACK. USE METAL BOXES NOT LARGER THAN 16 SQUARE INCHES PLACED IN 5EPERATE STUD SPACES FOR THE TWO DWELLING UNITS. FINAL CABINET DESIGNS CONFIRMED KITH THE OWNER AND VERIFIED AT THE SITE PRIOR TO THE START OF CONSTRUCTION (TYP.) O8" MAX. STEP DOWN AT ALL EXTERIOR DOORS KITH 12" DEEP (MIN) CONC. TREAD OR HAVE 56" X 36" (MIN) LANDING (TYP) ALL EXTERIOR CONCRETE PORCH 5LA55 KITH �G 1/8" MIN. SLOPE AWAY FROM HOME -CONFIRM SITE KITH CONTRACTOR (TYP) /1 OVERHEAD MICROWAVE OVEN WITH BUILT-IN L J FAN VENTED TO OUT51PE AS PER CODE (TYP) ' 2 X 4 WALL WITH STUDS © TV'O.C. STAGGERED 00 �E O.G. EACH SIDE 2 X b 51LL/TOP PLATE CONT. FROM 5UBFLOOR TO UPPER BOTTOM TRUSS PLATE WATER HEATER HERE TO BE STRAPPED TO �J WALL PER REQUIRED 5VILDING CODE (TYP (1) LAYER 5/8" TYPE "X" GYP SRP. (1) SIDE HALL W/ O d COOLERS @ 4" O.G. CONT. FROM WOOD FLOOR TO UNDERSIDE ROOF SHEATHING (TYP.) @Z HTT4 WITH 5/8" PIA. 55T516 (5) TOTAL (TYP) 6 z 2 Q w iu tl- IILL. < I �p iI`.5'-1" 51_+Q, 5, /Z Is) d Co o5 I I I py �Ch, B.P. I 5040 SLD. I B.P. 5040 SLD. I B.P. Ju u- O p O I 1L' z G '' a I to ` Q - COVERED PORCH (� 9/4 x 5/0 J� iv COVERED PORCH I 9/4 X 5/0 - A.B.P. .. 2468 A.B.P. iv MA5TER 5UITE M,45TER SUITE .. }: r 11/6 X 11/6 Jrriv N 11/6 X 11/6tL ry ry W.H. p IL ry •4 _ 24" SINK N \2 MEM \� N _ 24" SINK - '7" Q - - � (+-) 5' - 1.?5" 5' - 1.i5" 5' - 7, (+-) 3' - 2" , _ KITCHEN cv l J \ N KITCHEN 11/4 X 11/0 I I 11/4 X 11/0 lu © r r r a �'� r r r IC A !lt r \ \ _ • .fin;.;.>. a;.c...:. r \' i q _ ; r - T -1I r r tL r s� •: " �:s 60 x 36 `11 - i n , TUB/SHOWER V. I.. 60" X 36.. TUB/SHOWER r LL 1 11 1 • < II i ! I O ----------------- m fit+:G% a i ------ -- O a ' pp j n © ¢ b' p" BATH O 3' - 4" 5/0 x 5/10 z BATH 5/O x 5/1�2465 DINING ROOM 17/4 X VO 2468 m DINING ROOM t VY _ 11/4 X 9/0 t 710 q LINEN ry ;. LINEN 1 2oba it BEDROOM #2 2068 BEDROOM #2 IT •'� \ 11/6 X 10/0 11/6 X 10f 0 l :. ,\ z 2068 2068 LIVING ROOM: - LIVING ROOM 11/4 X 1210 i C517 *` G r 11/4 X 12/0 , a< V .`.;. dos N 5040 SL..D. 2'-2" A.B.P. 5040 5LD. 2'_2 ti 't �G COVERED PORCH COVERED PORCH E L: B 10/9 X 5/0 a �: 1019 X 5/0 BF it i S.P. i D.P. 6050 SLI?. A.B.P. p,5 r 5'-5" 9'-2" I 6'-2" -- 15- 4" 11' - O"% 11' - O" 15' - 4" _ 26- 4" UNIT TWO 26 - 4" UNIT TWO LE56ENP NOTE: ALL ELECTRICAL NiORK INCLUDING LOCATION OF SMOKE DETECTORS, TO BE CONFIRMED AND VERIFIED AT THE SITE BY ELECTRICAL CONTRACTOR (TYP,) NOTE: ELECTRICAL OUTLETS AND NALL FIXTURES IN THE FIRE SEPERATION HALL SHALL NOT BE LOCATED BACK-TO-BACK. USE METAL BOXES NOT LARGER THAN 16 SQUARE INCHES PLACED IN 5EPERATE STUD SPACES FOR THE TWO DWELLING UNITS. FINAL CABINET DESIGNS CONFIRMED KITH THE OWNER AND VERIFIED AT THE SITE PRIOR TO THE START OF CONSTRUCTION (TYP.) O8" MAX. STEP DOWN AT ALL EXTERIOR DOORS KITH 12" DEEP (MIN) CONC. TREAD OR HAVE 56" X 36" (MIN) LANDING (TYP) ALL EXTERIOR CONCRETE PORCH 5LA55 KITH �G 1/8" MIN. SLOPE AWAY FROM HOME -CONFIRM SITE KITH CONTRACTOR (TYP) /1 OVERHEAD MICROWAVE OVEN WITH BUILT-IN L J FAN VENTED TO OUT51PE AS PER CODE (TYP) ' 2 X 4 WALL WITH STUDS © TV'O.C. STAGGERED 00 �E O.G. EACH SIDE 2 X b 51LL/TOP PLATE CONT. FROM 5UBFLOOR TO UPPER BOTTOM TRUSS PLATE WATER HEATER HERE TO BE STRAPPED TO �J WALL PER REQUIRED 5VILDING CODE (TYP (1) LAYER 5/8" TYPE "X" GYP SRP. (1) SIDE HALL W/ O d COOLERS @ 4" O.G. CONT. FROM WOOD FLOOR TO UNDERSIDE ROOF SHEATHING (TYP.) @Z HTT4 WITH 5/8" PIA. 55T516 (5) TOTAL (TYP) 6 z 2 Q p %J Coy J f .- Yg ? � p GUr,� �O�nn SIno�rn u- �� a �o� Q Z. N z wtz S z i� (L 10L Of) tu Date Received m SEP 13 u . 5HEAR PALL NAILIN& 22 1/2" MIN. PORTAL FRAMED PANEL 1^1/(1) HTT5 AT EACH END KITH 5/8" 55T524 WITH MIN. 3/8" P.F. WOOD STRUCTURAL PANEL ONE SIDE NAILED N/ (2) ROWS 8d ® 5'0,r-. INTO MIN. 4 X 6 P05T (NOT LE55 THAN HEADER WIDTH) WITH (1) LSTA24 AT TOP EACH POST FRONT AND REAR TO UPPER CONT. WOOD HEADER FLUSH TO OUTSIDE EDGE EACH P.F. 32" MIN. ALTERNATE BRACED PANEL WITH (1) HTT4 AT EACH END N/(2) 2 X STUD WITH 5/8" 55TB16 WITH A.B.P. MIN. 5/8" WOOD STRUCTURAL PANEL (1) SIDE NAILED W/8d ® 6" D.G. ALL ED6E5, 8d @ 12" O.G. IN FIELD - ALL ED6E5 TO BE BLOCKED (TYP.) 48" MIN, BRACED PANEL WITH MIN. 5/8" WOOD STRUCTURAL PANEL ONE SIDE NAILED N/ 8d 016- O.C. 6"O.G. ALL EDGE5, 8d op 12" O.G. IN FIELD -ALL EDGES BLOCKED (TVP.) 0,6" MIN, INTERIOR BRACED PANEL WITH MIN. 1/16" O.S.B ON ONE SIDE 2 X 4 (MIN) WALL (STUDS TO Q.B.P. BE MAX. 24" O.G.) NAILED WITH 8d ® 6" O.G. ALL EDGE5, Sd 0 12" O.G. IN FIELD - ALL ED6E5 TO BE BLOCKED (TYP.) NOTE: ALL SHEAR NALL PF -516N5 TO COMPLY KITH THE 2006 CODE UNLE55 NOTED OTHERNISE THESE DRANING5 ARE THE PROPERTY OF: "LUKE DE516N5' AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT KITH THE PROPER WRITTEN PERMISSION OF LUKE DESIGNS, INC. DATE: AUGU5T 18 201'1 DRAWN BY: MONTY LUKE GHK'D BY.- JOB Y: JOB #0881 SHEET OF w iu tl- IILL. < I �p Is) d Co N� i� It Lu �Ch, --------------- Ju u- O O f to Q - p %J Coy J f .- Yg ? � p GUr,� �O�nn SIno�rn u- �� a �o� Q Z. N z wtz S z i� (L 10L Of) tu Date Received m SEP 13 u . 5HEAR PALL NAILIN& 22 1/2" MIN. PORTAL FRAMED PANEL 1^1/(1) HTT5 AT EACH END KITH 5/8" 55T524 WITH MIN. 3/8" P.F. WOOD STRUCTURAL PANEL ONE SIDE NAILED N/ (2) ROWS 8d ® 5'0,r-. INTO MIN. 4 X 6 P05T (NOT LE55 THAN HEADER WIDTH) WITH (1) LSTA24 AT TOP EACH POST FRONT AND REAR TO UPPER CONT. WOOD HEADER FLUSH TO OUTSIDE EDGE EACH P.F. 32" MIN. ALTERNATE BRACED PANEL WITH (1) HTT4 AT EACH END N/(2) 2 X STUD WITH 5/8" 55TB16 WITH A.B.P. MIN. 5/8" WOOD STRUCTURAL PANEL (1) SIDE NAILED W/8d ® 6" D.G. ALL ED6E5, 8d @ 12" O.G. IN FIELD - ALL ED6E5 TO BE BLOCKED (TYP.) 48" MIN, BRACED PANEL WITH MIN. 5/8" WOOD STRUCTURAL PANEL ONE SIDE NAILED N/ 8d 016- O.C. 6"O.G. ALL EDGE5, 8d op 12" O.G. IN FIELD -ALL EDGES BLOCKED (TVP.) 0,6" MIN, INTERIOR BRACED PANEL WITH MIN. 1/16" O.S.B ON ONE SIDE 2 X 4 (MIN) WALL (STUDS TO Q.B.P. BE MAX. 24" O.G.) NAILED WITH 8d ® 6" O.G. ALL EDGE5, Sd 0 12" O.G. IN FIELD - ALL ED6E5 TO BE BLOCKED (TYP.) NOTE: ALL SHEAR NALL PF -516N5 TO COMPLY KITH THE 2006 CODE UNLE55 NOTED OTHERNISE THESE DRANING5 ARE THE PROPERTY OF: "LUKE DE516N5' AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT KITH THE PROPER WRITTEN PERMISSION OF LUKE DESIGNS, INC. DATE: AUGU5T 18 201'1 DRAWN BY: MONTY LUKE GHK'D BY.- JOB Y: JOB #0881 SHEET OF DETAIL PETA m 1, i 9 CONT. K1DC7t ROOF FKAMIN& PLAN SCALE 0 5/16" = V— 0" R -41q BATT INSULATION @ ALL @ ALL FLOORS (TYP.) 4L: E-5 CAN HERE AT ALL R-CONF. AT SITE 5.51, 5PREAD FOR TRUSSES HERE .LEC-7ENP NOTE: TRUSS COMPANY 15 REBPON5ABLE FOR FINAL TRU55 DF -516N WITH EN&NEERIN6-SEE TRUSS 5PECS PROVIDED BY THE CONTRACTOR MF6KP. TRUSSES WITH 4/12 ROOF SLOPE FRAMED @ 24" O.C. W 24" OVER HAN6 AND T- 0" FRONT/ AND REAR PORCHF-5 (TYP) CANTILEVER OVER q 1/2" TJI/1 10 FLOOR JOIBT 0 24" O.C. (TYP) A/ J11 TOP FLANGE HANGER H11 4 X5 (MIN.) #2 D.F. HEADER UNLE55 NOTED OTHER @(SOLD DECKIN6 TO BE GLUED 4 NAILED OVER TOP q 1/2" TJV100 FLOOR J015T @ 24" O.C. MAX. (TYP) 2 X 4 WALL WITH STUD 5 @ 12" O.C. 5TA66ERE12 24" O.G. EACH SIDE 2 X 6 SILL/'COP PLATE CONT. FROM 5U5FLOOR TO UPPER BOTTOM TRUSS PLATE (1) LAYER 5/5" TYPE 'W' 6YP BOARD (1) 51DE WALL kN1 rod @)COO UNDERSIDE ROOF 5HF-ATHILERS WNC7 (TYP.) NT. FROM WOOD FLOOR TO IV rNL-L- I k I I F ./ -4q BATT INSULATION @ ALL .AT CEILIN65 (TYP.) H.D. BATT IN5VL. @ ALL 'RIOR YqALL5 (TYP.) v Lu z 0 muuuu� 0111 tu Ely 0) > u— d) < Lm z�swz z ELM CL 10 g R -41q BATT INSULATION @ ALL @ ALL FLOORS (TYP.) 4L: E-5 CAN HERE AT ALL R-CONF. AT SITE 5.51, 5PREAD FOR TRUSSES HERE .LEC-7ENP NOTE: TRUSS COMPANY 15 REBPON5ABLE FOR FINAL TRU55 DF -516N WITH EN&NEERIN6-SEE TRUSS 5PECS PROVIDED BY THE CONTRACTOR MF6KP. TRUSSES WITH 4/12 ROOF SLOPE FRAMED @ 24" O.C. W 24" OVER HAN6 AND T- 0" FRONT/ AND REAR PORCHF-5 (TYP) CANTILEVER OVER q 1/2" TJI/1 10 FLOOR JOIBT 0 24" O.C. (TYP) A/ J11 TOP FLANGE HANGER H11 4 X5 (MIN.) #2 D.F. HEADER UNLE55 NOTED OTHER @(SOLD DECKIN6 TO BE GLUED 4 NAILED OVER TOP q 1/2" TJV100 FLOOR J015T @ 24" O.C. MAX. (TYP) 2 X 4 WALL WITH STUD 5 @ 12" O.C. 5TA66ERE12 24" O.G. EACH SIDE 2 X 6 SILL/'COP PLATE CONT. FROM 5U5FLOOR TO UPPER BOTTOM TRUSS PLATE (1) LAYER 5/5" TYPE 'W' 6YP BOARD (1) 51DE WALL kN1 rod @)COO UNDERSIDE ROOF 5HF-ATHILERS WNC7 (TYP.) NT. FROM WOOD FLOOR TO IV rNL-L- I k I I F ./ -4q BATT INSULATION @ ALL .AT CEILIN65 (TYP.) H.D. BATT IN5VL. @ ALL 'RIOR YqALL5 (TYP.) v Lu z 0 muuuu� THESE DRANIN65 ARE THE PROPERTY OF: "LUKE VESI&XV AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF LUKE DESIGNS. INC. DATE: AU6U5T 15, 201-1 REVISEO: PP-A&NN BY: AMMON LUKE CHKV BY: MONTY LUKE .J(::)E3 #0581 SHEET OF 0111 tu Ely 0) > u— d) < z�swz z CL 10 THESE DRANIN65 ARE THE PROPERTY OF: "LUKE VESI&XV AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF LUKE DESIGNS. INC. DATE: AU6U5T 15, 201-1 REVISEO: PP-A&NN BY: AMMON LUKE CHKV BY: MONTY LUKE .J(::)E3 #0581 SHEET OF &ENE AL. MOTES NOTES: 1. .ALL WORK 5HAL COMPLY WITH THE 2014 ORSC d 2014 0550. 2. THE CONTRACTOR 15 RESPONSIBLE TO CHECK THE PLANS AND SITE CONDITIONS AND TO NOTIFY THE DESIGNER OF ANY ERRORS OR 0\�15SIONS PRIOR TO THE START OF CONSTRUCTION. 3. YNRITTEN DEMEN510NS HAVE PREGEDENGE OVER 5CALED DEMEN51ONS. SiTE kNORK: 1 REMOVE TOP 501L AND ORGANIC MATERIAL FROM THE BUILDING SITE, STOCKPILING IT IF POSSIBLE, FOR USE IN FINAL GRADING. 2. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL A5 REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW FINISH vRADE. 3 CONCRETE 5LAB5 TO BE 4", 2,500 P51 AT 2b DAYS WITH CONTROL JOINT5 AT 5' O.G. IN CONCRETE SIDEWALKS. 5 6ROUND UNDER BUILDING SHALL BE SLOPED TO A LOW POINT AND AN UNDERFLOOR DRAIN INSTALLED TO PROVIDE DRAINAGE FROM THE AREA UNDER THE BUILDING (R-309,4) 6. AN APPROVED DRAINAGE SYSTEM SHALL BE PROVIDED AROUND CONCRETE OR MASONRY FOUNDATIONS ENCLOSING HABITABLE SPACES BELOW GRADE. (R-305.3) FOUNDATION5 : 1 ALL CONCRETE TO HAVE A MINIMUM GOMPRE551VE OF 2,500 P51 AFTER 28 DAYS. 2. ALL REINFORCING STEEL TO BE A-615 GRADE 40. 3 PLACE ALL REINFORCING A5 PER A.G.I. CODES AND STANDARDS. 4 LAP ALL CONTINUOUS BARS 5. PROVIDE MINIMUM 18" CLEARANCE UNDER GIRDERS AND/OR FLOOR JOISTS. 6. COVER ENTIRE GRAWL SPACE WITH 6 ML BLACK "VISOUEEN" LAPPED 12" MIN, AND EXTEND UP FOUNDATION WALL TO FASTEN TO TOP OF FOOTING. 't PROVIDE A MINIMUM OF ONE (1) SQUARE FOOT OF NET VENTILATION AREA FOR EACH 150 500ARE FEET OF CRAWL SPACE AREA, VENTS TO HAVE 1/4" MAX OPENING IN CORROSIVE RESISTANT SCREEN. E ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROTECTED WITH 501; ROLL ROOFING 4, MUD SILL TO BE 2 X PRESSURE TREATED WOOD WITH 1/2" DIA. X 10' ANCHOR BOLTS AT 6- O" O.G. WITH MiNIMUM OF TWO (2) BOLTS PER PIECE OF PLATE OR SILL AND ONE (1) BOLT WITHIN 12" OF ENDS, CARPENTRY: i. /1000 FRAMING MEMBER GRADES ARE A5 FOLLOWS UNLF-55 OTHFRW:5E NOTED ON THE PLANS: POSTS, BEAM5, HEADERS ............................NO. 2 D.F. JOISTS, AND RAFTERS PLATES BLOCKING.....................................NO. 2 DF. BRIDGING, ETC. STUDS. ............... ....................................NO. 2 D.F. ALL EXTERIOR SHEATHING..._.....................24/16 SPAN RATING PLYWOOD OR OSB SHEATHING 2. UNLESS OTHERWI5E NOTED ON PLANS, ALL EXTERIOR WINDOW AND DOOR HEADERS ARE 4 X 6 NO. 2 D.F. W/2" RIGID INSULATION. 3. PROVIDE DOUBLE STUDS UNDER ALL OVERHEAD BEAM/GIRDER TRU55 TYPE BEARING LOCATIONS (TYP.) 4. DES'GN LOADS: ROOF................................................20 P5F + DRIFT (SNOW LOAD) FLOOR...............................................40 P5F (LIVE LOAD) STAIRS ........ ... .....................40 P5F (LIVE LOAD) DECKS. ..................... 60 PSF (LIVE LOAD) 5. 501L BEARING PRE55URE 15 ASSUMED TO BE 1,500 P5F. 6. NAILING SCHEDULE AS PER TABLE 2304,9.1 TYPICAL PLYWOOD NAiS INC, WITH 8d AT 6" O.G. AT EDGE5 AND 12" O.G. ON INTERIOR 91,11:655 NOTED OTHERWISE ON THE FLOOR PLANS. '1 DECK AND BALCONY GUARDRAILS TO BE 36" HIGH (MIN.) WITH MAXIMUM OPRNING 5PACE5 50 THAT A 4" SPHERE CANNOT PASS THROUGH. (R-214.2) 8. PROVIDE METAL TRUS5 AND RAFTER TIE DOWNS SUCH AS "511`11`50N" H2.5A TIE AT TOP PLATE, OR EQUIVALENT (TYP.) 9 ALL METAL iN CONTACT WITH PRESSURE -TREATED WOOD SHALL BE GALVANIZED/PROTECTED FROM CORROSION PER R51,1.5 INSULATION: I. EXCEPT WHERE NOTED IN PLANS, PROVIDE A MINIMUM INSULATION VALUE ACCORDING TO OR5C TABLE N1101.1(2) ITEM #5, A5 FOLLOYqS: FLAT CEILINGS.........................................................R _4q BLOWNBATT VAULTED CEILINGS.................................................R-30H.D. BATT EXTERIOR HEATED WALL5...................................R-24 H.D. BATT HEATED ROOM FLOORS......................................R-50 BATT CONC. 51 -AD FLOOR PERIMETER R-15 RIGID INSULATION DUCTING ............................................ :^................. R-8 MINIMUM 2. PROVIDE INSULATION BAFFLES AT ROOF VENTS UNDER EAVES. 3. PROVIDE A TOTAL OF 1/300 OF ATTIC AREA VENTILATION WITH 50% AT THE CORNICE AND 50% AT RIDGE OR GABLE VENTS, 4. ALL EXTERIOR WINDOWS TO BE DOUBLE GLAZED WITH A U -FACTOR NO GREATER THAN U-0.50 TABLE N1101.1(2) 5. ALL EXTERIOR DOORS, OTHER THAN MAIN ENTRY, TO BE 50LID GORE, WEATHERSTRIPPED, AND HAVE A U -FACTOR NO GREATER THAN 0.20. 6. ALL GLAZED EXTERIOR DOORS TO HAVE A U -FACTOR NO GREATER THAN U-0.40. 1. A MAXIMUM OF 28 50UAR - FEET OF EXTERIOR DOOR AREA PER DWELLING UNIT CAN HAVE A PER U -FACTOR 0,54 OR LESS 8. PROJECT TO INCLUDE 15 PERCENT OF PERMANENTLY INSTALLED LIGHTING FIXTURES AS CFL OR LINEAR FLUORE50ENT OR A MIN EFFICACY OF 40 LUMENS PER WATT. 9. PROVIDE APFRVD. VAPOR BARRIER ON WARM SIDE OF INSULATION. 10. CAULK OR SEAL JOINTS AT ALL EXTERIOR OPENINGS. MISCELLANEOUS: 1. ALL WINDOWS WITHIN 18" OF FLOOR OR WITHIN 12" OF DOORS ARE TO BE TEMPERED. 2. ALL SHOWER AND TUB ENCLOSURES ARE TO HAVE SAFETY GLAZING. 3. PROVIDE 1/2" MOISTURE PROOF GYPSUM BOARD AROUND TUB AND SHOWER. 4. ALL SHOWERS SHALL BE EQUIPPED WITH CONTROL VALVES IN ACCORDANCE WITH ASSE 1016 LISTED IN SEG. 5-25,2315, 5. SHOWER HEADS SHALL BE LIMITED TO A MAXIMUM FLOW RATE PER HEAD TO 2.5 G.P.M. 6. MINIMUM Y4ATER PRESSURE SHALL BE 40 P51 - MAXIMUM PRESSURE 80 PSI. OVER 80 PSI, INSTALL PRESSURE -REDUCING VALVE. 1. WATER HEATERS MUST BE PROVIDED WITH EITHER COMBINATION IR SEPARATE FRF55URE/'T'EMPERATURE-RELIEF VALVES THAT COMPLY WITH ALL THE REOUIREMENT5 OF SEPARATE PRESSURE AND TEMPERATURE -RELIEF VALVES. THE DISCHARGE PIPE SHALL NOT BE SMALLER THAT THE RELIEF -VALVE OUTLET, SHALL NOT BE TRAPPED, AND SHALL TERMINATE WITH AN AIR GAP INTO A PLUMBING FIXTURE, FLOOR DRAiN, OR OTHER SUITABLE POINT OF DISCHARGE. 8. PROVIDE 30" MIN. WIDTH, 21" MIN. CLEARANCE IN FRONT OF TOILET PROVIDE MIN. 4" CLEARANCE AT SIDE AND 21" CLEARANCE AT FRONT OF LAVATORY. CLEARANCE IN FRONT OF TU5/5HOYVER TO BE 24". 1, EACH BEDROOM TO HAVE A MINIMUM WINDOW OPENING OF 5.1 SQUARE FEET WITH A MINIMUM WIDTH OF 20" AND A MINIMUM HEIGHT OF 24". THE SILL 15 TO BE NO MORE THAN 44" OFF THE FLOOR AS PER CODE R-210.2. 10, PROVIDE ELECTRICAL FAN IN BATHROOM VENTED TO OUT51DE. 11. RANGE HOODS SHALL BE VENTED TO THE OUTSIDE BY A SINGLE- WALL PIPE HAVING 1" CLEARANCE FROM COMBUSTIBLES. 12. PERMITS FOR ALL ELECTRICAL WORK SHALL BE OBTAINED FROM THE STATE, COUNTY, OR CITY. 13. CABINET ELEVATIONS ARE NOT GENERALLY SHOWN ON THE PLANS. 14. MAINTAIN ADEQUATE DRAINAGE FROM ALL SIDES OF THE HOUSE TO THE STREET. 1/2' GYP F.OARD W/ DRYWALL FIMSH OVER APPi`/P. VAPOR BARRIER T/16' (MIN)T-1-11 S1gING YWTH VERTICAL GROOVE50 8' O.G. (3/8' MM SpLID/ DONT. SHEATHING) GVER TOP A�PRV D WRINKLE YP1AF'VAPCR BARRIER (1`(P ) 2 X 6 0 1( ' O O. YVR-21 H.D BATT INSUL 1/8" EPEE GOLD TIG FLOOR DECKING GLUED AND NAILED (TYP.) 2 X 6 BOT'OM PLATE WIT'.) 2 X b MIN. P.T. MUD SILL VV 1/2" DIA X 10' ANCHOR BOLT 0 b' - O' OG "IN. OF (2) BOLTS PER PIECE OF ELATE OR SILL 0 (1) BOLT WITHIN 12' OF ENDS 55� A 5. FILT SETWLEN END OF BG FLOOR JOST AND CONCRETE WALL. TYPICAL Mt FLOOR 405T FRAMNG W/ R-38 BAIT IN.%LATION-�.EE FOUNDATICN PLAT{ FOR BEAM SUE AND SPACN6, 6' GOI4GRETE STEM WALL W/ (1) "4 RE-eAR 0 (MIN) q' FROM TOP OF CONCR`-TE STEM WALL 51 -MIL. BLACK POLY VAPOR BARRIER '-AP EDG..S 12' (MIN) 12" - 15" WIDE X 6' -r TH1GK CONG 5PEE-DFORM FTG. WITH (2) -4 RE -BAR CONT: SEE FOUND. PLAN 'OOTMG TO 13ZAR ON UNDISTURBED iO;L (12' MN, BELOW FINISH GRADE) SEE FNP. PG. 2 X 4 BEARING WALL O 16' O.G. W/ 1/2' GYP. BOARD W/ PRYWALL FINISH ON BOTH SIDES OF THE WALL 1/8' EDGE GOLD TOG FLOOR DECKING GLUED AND NAILED (TYR) TYPICAL BCI FLOOR JOIST FRAMNG YV/ R-38 BATT INSULATION -SEE FOUNDATION PAGE FOR J015T SIZE AND SPACING 2 X CONT. BLOCKING 0 CRIPPLE WALL MIN. 2 X 4 TOP PLATE CONT HERE 4 X 4 CRIPPLE WALL O 24' OG (TYP.) 2 X 4 FT. MUD SILL W/ 1/2' PIA X 10' ANCHOR BOLTS O 6'- 0"06. YI/ MIN. OF (2) 5OLT5 PER PIECE OF PLATE OR SILL AND (U BOLT WHIN 12' OF ENDS 6 MIL BLACK POLY VAPOR BARRIER OVER TOP OF CONCRETE FOOTIN6 12' - 18" X 8" THICK CONCRETE FOOTING YV/ MIN, (2) a4 RE -BAR (CANT,) - SEE FNP, PAGE FOOTING TO BEAR ON UNDISTURBED 501L (12' MIN. BELOW FINISH GRADE) DET�cIL 5r -ALF 0 ,/Z= DLBC�4FLO-OR : F-2 SCALE 0 1/2'= 1'- 0" TYPICAL BGI FLOOR JOIST FRAMING b' CONG. WALL TYPIJOIST FRAMING ON 4 X 4 CRIPPLE WALLON t2' - 15THrGK CONT CONG FTNG ON 1HICK (MIN.) CONL GONG. FTNG. c NOTE: ADD 51MP50N A-54 CLIP TO ALL TRt1SSE5 WITHIN 5' - O" OF GORNERS/END MALLS (Tyr.) 2 X 6 0 16' O G 1 H.D. BATT INSUL 1/8" EDGE G 4G FLOOR DECKING GLUED AND P (YYP ) 2x& PLATE OFE:S14;N P.T.MUD51LL X 710'ANGHCR BOLT 0W/MIN. OF (2) BOLTS PER F PLATE OR SILL 0 (1) BOLT 55" AS. FELT BETWEEN END OF BCl FLOOR J015T AND CONCRETE WALL. R-38 BA- INSULATION-5EE AT FLAN FOR BEAM 512E 5PAGtN6. CONCRETE STEM WALL YYITN (i) _ --BAP- O (MIN) W FROM TOP CONE 5U ON FOUNDATION PLAN 6 MIL B POLY VAPOR BARRIER LAP E06 (MIN) 12" - 15" WIgE - - 8' THICK GONG. FOOTING WIT'ti( RE-BARCON7- CONFiRM SIZE: ON DATION PLAN FOOTING TO GAAP. 04 TURBED SOIL (12" MIN. BELOW FI GRADE) FIBER6LA5SCOMP SHINGLESON 30- AS. FELT OVER 1/2' GD -X PLY. OR VII OS.6. TYPE ROOF SHEATHING I" RI60 INSULATION BAFFLE MF6RD, FLAT CCILINS TRU55E5 a 24' O.G. 1W R-38 BATT tNSVL. SIMPSON H-1 HURRICANETIF 0 EACH TRUSS END 2 X BLOCKNG Y4/ (S) 2' DIA 1 X 2 TRIM (CONT.) 3" OGEE GUTTER ON 2 X 8 FASCIA W/ POM SPOUT 2 X Cl POOLE TOP PLATE 1/2' CEILNG GYP. BRP. 0 24'0.r,. 2X6016"0G W/R-21 HIGH DENSITY BATT INSULATION (TYP) HORIZONTAL LAP STW6 OVER APPRVD.'TYVEKS' BUILDING WRAP OVER TOP APPROVED STRL'RAL 5HEATHIN6 (TYP) UG'1 1/2' REGULAR GYP. BRO. O ib' O.G. woolkillow DETAIL : "� 5 -ALE o 1/2"= 1'-0" AT CEILING TRU'R WITH OPEN TAILS , OGEE GUTTER .1^711'.1 2 X a .RAFTER ® 24' OG. YV18.5' R HANG -SEE ROOF 7TED-1. GUTTESPRX-E FASCIA BOARD. 2 X a2 DF. SLOCKN6 DONT. AT EACH RAFTER BAY (TYP) SIMPSON 142.5A HURRICANE TIE 0 EACH TRUSS END (TYPJ P.T. 6 X b a2 H.F. Y4000 POST W/ SIMPSON SC6 CAP 4 ABE66 BASE 2 X 4 KICKER PLATE (8) tbd GAL NAIL (MIN) NOTE: ADD SIMP50N A-34 CLIP TO ALL TRUSSE5 WITHIN 5' - O" OF GORNERS/END WALLS (TYP.) F15FRCILA55 COMP. SHINGLES ON 30" AS. FELT OVER 1/2" GD -X PLY. OR WIW O.S.B. TYPE ROOF SHEATHING MFGRO TRUSSES 0 24' O G. (TYP ) 'S1Mf SON' H-1 HURRICANE TIE 0 EACH TRUSS END (IYPJ 2 X BLOCKING W/ (3) 2' DIA SCREENED HOLES O 6' OG ALTERNATE VENT BLOGKNG EVERY OTHER TRUSS BAY (TYP) 3" OGEE GUTTER ON 2 X 8 FASGA BOARD. 1/2' (MIN ) SOFFIT BOARD CONT. UNDE-RSIVE PORCH ROOF (TYP.) �Pd On"ln LAY-,, vV` 5 of DET A IL :-3 GALE ®,/2 . ,'_ O" PORCH RAFTER FRAMING WRH OPEN TAILS 4 OGEE GUTTER 3R- 4 U- Q Z z� It N r � O }}Q N tt- t- �z s w NNIn N 1L. lu Q n �i in THESE DRAWINGS ARE THE PROPERTY OF: "LUKE DESIGNS" AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF LUKE DESIGNS, INC. DATE: AUGUST 18 2011 DRAWN BY: MONTY LUKE GHK'D BY - JOB #01551 SHEET