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HomeMy WebLinkAboutPermit File BLD-2018-0302 1602 Latitude Circle (4) sew 50'-0" / / a FOUNDATION NOTES : 18 3milip 2 / 15'-6h / 16-5�i / CITY OF ANACORT`S�; N D E D GENTRY I. INSTALL PRESSURE-TREATED 2x6 (2)(8 RIPPED TO 2x6 WHERE JOISTS 2�a"�/ 8'-O" 8'-O" rt r •" St^ c'`, . , IIlLDING DFF • HANG) SILL (MINIMUM) W/ I/2" DIAMETER x 10" ANCHOR BOLT 4 3"x3"xl/4" PL•ua�i1 ( C PLATE WASHER ® 4'-0" O.C. ATOP FOUNDATION WALL, MINIMUM 2 BOLTS POST t` M S AND COMMUNITIES (4 TYPICAL) ; F',T, 6x10 BEAM 1 _ r P.T. 6x10 SEAM I N~ Ai rrfi(_';VEU PLANS PER PIECE 3.5 TO 12" FROM END TYPICAL THROUGHOUT \ ____ __ * — _ _ _ _ _ .*172 § --! PERMIT!: LD 20! g 0302 REVISIONS BY: 2. INSTALL 4" PVC DRAIN PIPE BELOW FOOTING A LOW POINT FOR POSITIVE DRAINAGE DURING CONSTRUCTION. VERIFY PLACEMENT OF 4" O O O ADDRESS: I�OZ tl/�2 �� - - 31 - 19 JR PERFORATED FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE A►PROVED't l; �� /�j ` 3. 4x4 POST ON 90" FELT. USE 4x6 POST AT BEAM SPLICE. CONNECT I SHALL N T B " I .p"(';'. , MOTES: :'ii:%� LAiJ POST TO SEAM W/ Ix4x16 GUSSET BOTH SIDES OR SIMPSON BC POST I Q SHALL NOT BE ALI.,,�°, ",,,,,� I HUTHORI 'ATION,FcgRoR{INATE W/MECH. & ELEC. FOR LOCATIONS&SIZES OF CAP (VERIFY SIZE). CONNECT POST TO FTG. W/ SIMPSON A33 (OR EQ.) ( FOUNDATION/SLAB BLOCKOUTS. NAILED TO POST AND POSITIVELY CONNECTED TO CONC. FOOTING 2. 30x24 CRAWL SPACE ACCESS BELOW t O I " " PANEL(24x30 MIN)-PROVIDE METAL OR FIBERGLASS WELL AS NECESSARY. INSTALL SOLID COVER SLOPED AWAY FROM BUILDING- 4. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING • 1 INSTALL 4x8 MIN. BEAM SET ON WALL PLATE OF 1,500 POUNDS PER SQUARE FOOT \ \ "° a �� ° a " ° " ° �{ ° a " ° " ° a ° a�� ° a " ° a " ° a " �� ° a \ \ \ \ TO SUPPORT WALL ABOVE (OR INSTALL I A i I INTERIOR CRAWL SPACE ACCESS-VERIFY W/ ® 2'-6" x 9" CONCRETE FOOTING W/ REBAR PER CANTILEVERED RETAINING I I BUILDER&SEE PLAN) WALL DETAIL ON SH7. A2.3 (STEP PER GRADE) 3. 16x8 POUR-IN-PLACE FOUNDATION VENTS(OR Q ® I I I �. C.UI Y 16x6 VENTS IN FLOOR DIAPHRAGM (VERIFY W/ ® 31-4" x 10" CONCRETE FOOTING WI REBAR PER CANTILEVERED RETAINING .4 E3 O 1 BUILDER). NUMBER PER PLAN. A I 'A I Q 4. 12"WIDE THICKENED SLAB EDGE. EXTEND WALL DETAIL ON SHT, A2.3 (STEP PER GRADE) O I I co 8" BELOW GRADE. r J °° I I °° I . 5. VENTS TO BE LOCATED WITHIN 2'-0"OF CORNERS. ® 41-4" x 12" CONCRETE FOOTING W/ REBAR PER CANTILEVERED RETAINING \ \ \ I A p'o I I °� � (R�EVIS WALL DETAIL ON SHT. A2.3 (STEP PER GRADE) ° ° —� I N Ly' ° lR I 1 0 _ FLOOR JOISTS: ®D 5' 4" x 12" CONCRETE FOOTING W/ REBAR PER CANTILEVERED RETAINING rt , _ LAYOUT SHOWN HERE IS FOR 2x FRAMING. IF J \ ENGINEERED JOISTS ARE USED, MANU- FACTURER DETAIL ON SHT. 42.3 (STEP PER GRADE) A FACTURER SHALL PROVIDE AND SUBMIT .QENGINEERED DESIGN TO THE BUILDING O5'-O" x 1'-O" CONCRETE FOOTING W/ REBAR PER BRACED RETAINING •A' ' O I DEPARTMENT FOR APPROVAL PRIOR TO WALL DETAIL ON SHT. A2.3 (STEP PER GRADE) in I ' 18'-3�a 4'-O 4-0 4-0 -814a 6'-0 6'-0 6'-O a o W FABRICATION AND INSTALLATION. O 8" CONC. FDN. WALL 4'-1" TO 6'-0" HIGH W/ REBAR PER CANTILEVERED 9 \ 0 I - B '-- —I ;-- ;_ _, 4x8 HF"2 I _ I 'A I Q \ Q RETAINING WALL DETAIL ON SHT. 42.3. STEP PER GRADE (4'-0" MAX.) - W A I O _ _ BEAM (TYP.), I �y 40 FLOOR SHEATHING ti ®•• - - - �® � - -4 - v +_c ' 0 ) ® i - -ice i _ " � - -1 -®--T - � - � ' pi" „ IK H 1 ' ' ' I ° I 'v 1. USE 3/4"CDX OR OSB STURDI-FLOOR T&G, W/ PONY WALL ABV. (NOT TO EXCEED 4'-O ) WHERE NEEDED (VERIFY 1_1 in I _ _ _ ' _ ® ® ® u1 GLUE AND NAIL W/RING SHANK 8d's AT 6" ON-SITE) 0. z �° + ® � _L._ ®i I ® O 'A U1 N 1 EDGES& 12"IN THE FIELD. FACE GRAIN O Z OI Ir 3' 13/a" 5'-O" 5'-0" 1 a W Z PERPENDICULAR TO SUPPORTS. O 8" CONC. FDN. WALL 6'-I" TO 8'-0" HIGH W/ REBAR PER CANTILEVERED `9 0 m / / 1 Z O 2. PROVIDE SOLID BLOCKING IN THE JOIST RETAINING WALL DETAIL ON SH7, A2.3. STEP PER GRADE (4'-0" MAX ) % I O I O • LL \ CAVITY BENEATH ALL POST LOCATIONS •A __ __ 4x8 HFM2 ,__ __, 1 ''o AND BETWEEN UPPER AND LOWER STUDS W/ PONY WALL ABV. (NOT TO EXCEED 4'-0") WHERE NEEDED (VERIFY I IEt. SEAM (7YP ) 0. N �. I ° a s " a a a ° a a a a " a : ° Li AT FLOOR TO FLOOR HOEDOWN LOCATIONS. ON-SITE) \ \ \ I - — - ®- ` �� - - 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT H® 8" CONC. FDN. WALL 8'-1" TO 10'-0" HIGH W/ REBAR PER CANTILEVERED I� ��° I ' ° I I Q INTERIOR BEARING LOCATIONS WHERE THERE ° O (7YP.) I I i9 IS A LOAD BEARING WALL ABOVE. RETAINING WALL DETAIL ON SHT. 42.3, STEP PER GRADE (4'-0" MAX.) I ',A I 1 •A A I 4. IF ENGINEERED FLOOR JOISTS ARE USED, W/ PONY WALL ABV, (NOT TO EXCEED 4'-0") WHERE NEEDED (VERIFY O I I £ p- I p. O PROVIDE TIMBERSTRAND RIMS WHERE FLOOR I °° I 1 ° 5'-2"I 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 1 4'-2" ° 7 JOISTS BEAR AT EXTERIOR WALLS. ON-SITE) in 1 I � I i 'A I / I ,•A i _ CONNECTIONS: SIMPSON COMPANY OR EQ. JO 10" CONC. FDN. WALL 10'-I" TO 12'-0" HIGH WI REBAR PER CANTILEVERED 9 I I o 4x8 HF*2 1 ,__ __, ,__ __ ¶ ¶_ I °. I O . FIELD CUT ENDS,(NOTCHES,AND DRILLED .q I °° © 1 ° BEAM (TYP.), I I ° I �p 6 HOLES OF PERSCRIPTIVE TREATED WOOD RETAINING WALL DETAIL ON SH7, A2.3, STEP PER GRADE (4'-O MAX.) O IAt - — - T ® - - 8-- - — - ;- -;— - ® - —;- -� r -' \ <t SHALL BE TREATED IN THE FIELD IN ACCORDANCE W/ PONY WALL ABV. (NOT TO EXCEED 4'-0 ) WHERE NEEDED (VERIFY •0 \ ON-SITE) `l I A , I ° I ® at T g 1 'A WITH AWPAM4. I ' O I °° I cc) ® O. ® ® ® 1 I FOUNDATION NOTES: I o° I '° 4x8 cn O 8" CONC. FDN. WALL 10'-3" TO 12'-0" HIGH W/ REBAR PER BRACED IC' THESE DETAILS REFLECT �, m I ''A I Z ° I RETAINING WALL DETAIL ON SHT. A2.3. STEP PER GRADE (4'-0 MAX.) I ° -BEAM (7YW JI A GENERAL HIGHER STANDARD THAN THAT r o F I ° - -®- — ® 1 O (TYP.) ° 1 ALLOWED BY THE IRC. THESE DETAILS O I °° I u. O 'A I • I'A I © 4" CONC. SLAB/STEPS (VERIFY FINISH W/ BUILDER) WI NICON FIBER ORCO I ,, I -1 „ „ INDICATE THE FOUNDATION AND REIN- A 4 I' 0 4'-6 I 3'-10� 20'-Ili ' I FORCEMENT REQUIREMENTS FOR THIS FIBERMESH THROUGHOUT (VERIFY W/ BUILDER) I o- I I ! I PROJECT. THE CONTRACTOR MAY NOT I ° I © _ O .1 'A I O �'A I =a _ USE THE IRC MINIMUMS WITHOUT WRITTEN O 4" CONC. SLAB W/ NICON FIBER OR FIBERMESH THROUGHOUT (VERIFY ctv I A UI I ° I n O PERMISSION OF THE DESIGNER. W/ BUILDER) SLOPE 1/8" PLF MINIMUM TOWARD GARAGE DOOR 1 I 0a _ °° O ►°, V Y \ ti 9. -1 I 'A 1 a+ "A I FASTENERS: O THICKEN SLAB TO 6" AT GARAGE DOOR OPENING 4 INSTALL *4 REBAR I 'A I ' © to 1 P I ° I METAL ELEMENTS INCLUDING, CONTINUOUS 'Cr: ° A I I I ° I O °. I CONNECTORS, MUST USE HOT-DIPPED I1 1 L "A IGALVANIZED METAL WHEN IN CONTACT ® POUR SLAB THROUGH DOOR OPENINGS TYPICAL ° I O I P WITH ACZA PRESSURE TREATED MATERIALS. I - I I 4,,°\ [R319.3]-SEE 37/SP1 ®Q OPTIONAL (VERIFY W/ BLDR.): STUB 12" LONG "4 REBAR 4" INTO LONG. 4 �I I I I P I SLAB FROM FOUNDATION WALL 9 24" O.C. TYPICAL. THICKEN SLAB EDGE O ' I- 0, _ M © ° 1 (IF NECESSARY) in O I I ,A a a "" a a a •" a "" a s a ""° a ""° ' a ," a "" a "" a a/ I \ \ \ ° 1�1 I T QI I I I r i be_ ®R 1'-6" x 1'-6" x 8" CONC. PAD FIG, W/ 4x4 POST ON 90" FELT (OR EQ.) \ 1 L _ _ J , 1 'A O I A O I'-B" x I'-8" x 8" CONC. PAD FIG. W/ 4x4 POST ON 90* FELT (OR EQ.) m O I I a N e I ° °° 1 O 1 ° /� a as I I ® O TO I'-IO" x 1'-10" x 8" CONC. PAD FTG. W/ 4x4 POST ON 90* FELT (OR EQ.) \ \ tJ \\ I A / I \ r°' A I © I I ® 2'-0" x 2'-0" x S" CON(, PAD FTG. W/ 4x4 POST ON 90" FELT (OR EQ.) Q 11 HD IZ HD I J _ V® I'-0" x 1'-0" x 12" CONC. PAD FTG, W/ SIMPSON CBSQ664-SDS2 (OR EQUAL) O ® PCs? I A / I \ \ - —'I o 0 o s „r nr „r .. „ A aLe O I'-IC" x 1'-10" x 8" CONC. PAD FTG, W/ SIMPSON CSSQ66-5D52 (OR EQUAL) 1 ` I I � \ \ 1 , PROVIDE 1"-0" DIA. SONO TUBE W/ SIMPSON GBSQ66-SDS2 (OR EQ.) ABV. 1 1 1 7 I PAD FTG. IF NEEDED (VERIFY ON-SITE) 0 I _ X® 16" x 6" (MIN.) SCREENED FOUNDATION VENT (14 TYPICAL O LOWER FLOOR `P ® O I ® O O m CRAWL SPACE: 3 TYP. e UPPER FLOOR CRAWL SPACE) S 1 -to O Di l r — l r J T L J L J + \ \ _ \ \ B%" -9,a" / / ski." _" m STUART 3 / 21'-0" 9'-6" / / LOWER LEVEL 1-101a j 16.-3" „'-IO / 20'-0" 30' 0" 50'-0" FOUNDATION PLAN CRAWL SPACE FOUNDATION PLAN - CRAWL SPACE COASTAL 2 SCALE: I/4" = II-0" JOB NO: STUART LOWER LEVEL DESIGNED: LG NOTE: VERIFY FOUNDATION WALL HEIGHTS NOTE: SEE ENGINEER'S NOTES DRAWN: JR 4 DETAILS ON SHEET S-I AND FOOTING SIZES PER SITE CONDITIONS. REFER TO RETAINING DATE: 5/07/2019 WALL DETAILS ON SHEET A2.3. SHEET A-2 . 1 WA a-a NOTE: a SEE FLOOR FRAMING PLAN FOR a ii JOIST SIZE&SPACING SIDING PER ELEVATION NOTE: GRADE NOTE: ►� SLOPE GRADE AWAY FROM BUILDING AT 6 INCHES IN THE FIRST 10 FEET. a 2x P.T. SILL RIPPED TO 3/4"T&G SHEATHING-GLUE& /18. SEE FLOOR FRAMING PLAN FOR MATCH FOUNDATION WALL 2x RIM JOIST AT SIDE YARDS SLOPE AT 5%TO DRAIN OR SWALE THAT DIVERTS WATER. as NAIL TO FLOOR JOISTS \`-\ JOIST SIZE&SPACING THICKNESS 2x6 P.T. SILL 3/4"T&G SHEATHING-GLUE& 1/2"x 10"ANCHOR NAIL TO SUPPORTING MEMBERS THICKEN GARAGE SLAB TO T 111 l/ 111 111 1/2"x10"ANCHOR BOLT, EMBEDDED 7"INTO BOLT(SEE DETAIL 4) L ANDED GENTRY CONCRETE,AT 48"O.C.,AND SET BETWEEN 3 1/2" #4 REBAR CONT. AT TOP 6"@ GARAGE DOOR OPENING AND 12"FROM BOARD ENDS WITH 3"x 3"x 1/4" W/#4 REBAR CONT. (VERIFY 1/2" HOMES AND COMMUNITIES Z EXPANSION JOINT OPTION BTWN. /' [IRC SECTHICK AR40 WASHERS. (2)A.B.'S PER BOARD O88SS ) I•.fig FINISI GRADEGARAGE SLAB&PARKING APRON) M\ , ' c c.J ` °4 o - 4"RIGID TIGHTLINE DOWNSPOUT SLOPE PARKING 2 #4 REBAR CONT.AT TOP 0_, o \ ° �� APRON 1/4" 6" MIN. (10" @ HOT-DIPPED GALVANIZED 11 I DRAIN (TIE TO STORM SEWER PLF(MIN.)FOR POSITIVE m °II ` FDN.VENTS) TOP-FLANGE HANGER ° - z UNLESS NOTED OTHERWISE) DRAINAGE AWAY FROM IX CONCRETE FOUNDATION (SIZE °- o z CONCRETE FOUNDATION (SIZE •o A 11 1/8" PLF MIN. SLOPE- STRUCTURE 0 • &REINFORCING PER FDN. �a Ib FINISH GRADE g &REINFORCING PER FDN. �.° PLAN&NOTES ON SHT.A-2.1) °I I co �� I 4" RIGID TIGHTLINE DOWNSPOUT to PLAN& NOTES ON SHT.A-2.1) FILTER FABRIC c A I a ° .6'p I c ° c DRAIN (TIE TO STORM SEWER a a SoQo 4"PERFORATED FOOTING DRAIN,W/ — ��I� - { avvamaFtt U ° I ° I 6-MIL VAPOR RETARDER 13 ° o cr ? UNLESS NOTED OTHERWISE) _' C I I I_I I I_I I I STRUCTURAL FILL TO BE _ 0 12"MIN. OF DRAIN ROCK COVER,TIE °I I 00 \ TO STORM SEWER I GRANULAR MATERIAL to y..11 . a 11, FILTER FABRIC CONCRETE FOOTING(SIZE III—III—III—III— o ° o�� &REINFORCING PER FDN. 3"CLEAR COMPACTED TO 95/0 6-MIL VAPOR RETARDER - 'V° . p'° Q" 4"PERFORATED FOOTING DRAIN,W/ 5„ 5" ° • p•° , CONCRETE FOOTING (SIZE eliok�� = PLAN & NOTES ON SHT.A-2.1) \ `o 12"MIN. OF DRAIN ROCK COVER,TIE / / / / &REINFORCING PER FDN. TO STORM SEWER o . o . CONCRETE F PLAN &NOTES ON SHT.A-2.1) & REINFORCING PER FDN. 5 5" PLAN & NOTES ON SHT.A-2.1) / / / / 3"CLEAR TYP. ® FOUNDATION DETAIL WHEN 3/4" = 1'-0" GARAGE O. H . DOOR FOUNDATION DETAIL WHEN 3/4" = 1'-0" JOISTS HUNG FROM P.T. PLATE Ce 3/4" = 1'-0" JOISTS BEAR ON P.T. PLATE SHEATHING 1/2"OR 7/16" -V^ 2x6 STUD WALL al 2x6 STUD WALL 2x6 STUD WALL 1/2"GWB jr: S ? S ? Si IISEE FLOOR FRAMING PLAN 1/2"GWB SIDING PER ELEVATIONS '� / ( FOR JOIST SIZE&SPACING R-21 BATT INSUI. R-21 BATT �i: �/ 2x6 BOTTOM PLATE 2x6 BOTTOM PLATE GALVANIZED FLASHING 1/2"x10"ANCHOR BOLT CONC. FOUNDATION & P.T. 2x6 SILL CONT. X./ P.T. 2x SILL CONT. ��4x8 HF#2 BEAM (OR PER PLAN) (SEE DETAIL 4)(SIZE&REINFORCING 1/2" EXPANSION JOINT p °PER FDN. PLAN & c CONC. PATIOSLABPER1x4x16 GUSSET BOTH SIDES CONC. FOUNDATION 4"CONCRETE SLAB ° FDN. PLAN ON SHEET A-2.1 NOTES ON SHT.A-2.1) 4"CONCRETE SLAB ON (SIZE& REINFORCING $ ° 2"STRUCTURAL FILL - _ PER FDN. PLAN & ON 2"STRUCT. FILL z �,° POSITIVE CONNECTION4x4 POST(4x6 POST @ BEAM ► ► c COMPACTED STRUCTURAL ° a NOTES ON SHT.A-2.1) ►:�_ ' •° ° "i POST TO PAD FOOTING SPLICE TYP.) c c c a I "° FILL BELOW 6-MIL VAPOR �,� FINISH GRADE b p (HOT-DIPPED GALV.) 90#FELT ° *: --_ RETARDER 1 1 171 1 1 1 1 1 ° _ \-ic- FINISH GRADE .J„ 1 1 1 1 1 1 III-III ›_J'° IIII I I, �IL„ _ I I - �° -III III- ° III I I- R-10 RIGID INSULATION @ ° c OPTIONAL 8"LONG#4 REBAR ao11 ° STRUCTURAL FILL TO BE c c Ara •=' I I-I SLAB EDGE (ABV. GRADE) Ib,° I I I- EMBED 3" INTO FDN. @ 24"O.C. ° ° I I-III '°A . °A . G L . .6'° . L e �47r7° &BELOW ENTIRE SLAB c BUILDER) d0 II GRANULAR MATERIAL _ ° ° I (VERIFY W/ Q e b° c COMPACTED � n . o- ^o . P- o .'P on m _p`�p�,,° , ° ° � °II> " op ,°c dl'° i I a° c° I/O• J� CONCRETE FOOTING(SIZE J - a� " o-- ^D CONCRETE FOOTING (SIZE ° , p ° • .6'A , p ° l, e cip • ° ° A &REINFORCING PER FDN. ' c '° c -Q- &REINFORCING PER FDN. PLAN&NOTES ON SHT.A-2.1) ° .J'° • Apr �° PLAN&NOTES ON SHT.A-2.1) CONC. PAD FTG. PER - P o •OW FDN. PLAN & NOTES WALL - TYPICAL FOOTING EDGE DETAIL F DETAIL ® GARAGE 3/4" = 1'-0" \$J 3/4" = 1'-0" (9) SLAB 3/4" = 1'-0" SPATIO/ L0OR 3/4" = 1'-0" -a EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) - ► -a—EXTENT OF HDR.WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL)—a- NOTE: Folv-2'- 18'FINISHED WIDTH OF OPNG. FOR SINGLE OR DBL. PORTAL TOP PLATE CONTINUITY IS REQUIRED PER R602.3.2 1 0 0 0 0 0 nr J J J J 9 ° ° ° ° o O 0 0 0 0 0 1 1 ( 0 0 0 o o o �C PONY WALL o 0 TENSION STRAP PER TABLE 0 TENSION STRAP PER CONTINUOUS RIM JOIST ADDITIONAL FRAMING FULL HEIGHT BLOCKING HEIGHT 0 R602.10.6.4 ON OPPOSITE —a- 1 o F TABLE R602.10.6.4 ON MEMBER DIRECTLY ABOVE @ 16"o.c.ALONG ° SIDE OF SHEATHING I°I ° OPP.SIDE OF SHTH'G BRACED WALL PANEL BRACED WALL PANEL d 0 0 0 0 0 0 0 1 0 0 0 0 0 0 ' 0 0 0 0 0 Ko 0 0 0 0 o )( j o 000 0 0 0 0 MIN.3"X 11-1/4"NET HEADER(STEEL HEADER PROHIBITED, o 0 0 0 0 o FASTEN KING STUD 0 0 0 0 0 p IF 1/2"SPACER IS USED PLACE ON BACK SIDE OF HEADER) TO HEADER WITH ' ° o ° 0 0 (6)16d SINKERS r/ I o ° ° ° ° . 110 ° ° ° ° ° °° o 0 0 ° \ FASTEN SHEATHING TO HEADER WITH 8d MINIMUM DBL.2"x4"POST a0 ° o 0 0 0 [ o 0 0 COMMON OR GALVANIZED NAILS IN 3"GRID (KING AND JACK STUD) I0j o 0 o R FASTEN TOP PLATE PATTERN AS SHOWN .c NUMBER OF JACK STUDS \ TO HEADER WITH Z o 0 0 o Io 0 0 o TWO ROWS OF 16d 8d 6"o.c.ALONG 8d 6"o.c.ALONG TOE NAIL 3-8d w o 0 0 • PER TABLES R602.7(1)& o 0 0° @ @ I SINKER NAILS @ 3" HEADER TO JACK-STUD STRAP PER TABLE R602.7(2) BRACED WALL PANEL BRACED WALL PANEL NAILS AT EACH o 0 0 0 -� 0 0 0 0 O.C.TYPICAL MEMBER -J R602.10.6.4 ON BOTH SIDES OF OPENING BLOCKING °0 ° OPPOSITE SIDE OF SHEATHING O° .0� L J f- 00 00 IF NEEDED PANEL SPLICE o 0 .0 I►i 2-16d PLATE TO STUD �1— �ti a c=7 MINIMUM DOUBLE 2"x4" FRAMING COVERED LI EDGES SHALL OCCUR L MINIMUM 7/16"WOOD -1 0n 00 00 00 STRUCTURAL PANEL O w WITH MIN.7/16"THICK WOOD STRUCTURAL OVER AND BE NAILED TO MINIMUM 24 IN.WO*: -• BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL F- _ °° °° PANEL SHEATHING WITH 8d COMMON OR COMMON BLOCKING WITHIN o 0 0 o SHTH'G. (WD. STRUCT. STRUCTURAL PANEL1 o 0 0 o GALVANIZED BOX NAILS AT 3"O.C. IN ALL THE MIDDLE 24"OF THE PANEL MUST BE CONT. 2 f FRAMING(STUDS AND SILLS)AS SHOWN PORTAL-LEG HEIGHT. ONE ° °° FROM TOP OF WALL iv b 0 0 0 o TYPICAL ROW OF 3"O.C. NAILING IS o\HD0 o TO BOTTOM OF WALL, 3-16d @ 16"o.c.ALONG 3-16d @ 16"o.c.ALONG 3-16d AT EACH o 0 0 o REQ'D IN EACH PANEL EDGE o 0 oOR FROM TOP OF WALL ORIENTATION OF STUD BRACED WALL PANEL BRACED WALL PANELBLOCKING MEMBERo 0 0 oMIN. LENGTH OF PANEL PER TABLE R602.10.5 TO PERMITTED SPLICE MAY VARY AS ALT. ° °° AREA _ 0 0 0 o FULL-LENGTH KING ° 0 0 0°° STUART 3 16d NAIL @12".. . K o /o0 0 . STUD o00 00 0 0000 000 00 GYPSUM WALLBOARD i5 o0 00 MIN. (2) 1/2"DIAMETER ANCHOR BOLT(INSTALL TYPICAL PORTAL-FRAME oo ooLOWER LEVEL o0 0o PERSEC. R403.1.6W/3"x3"x1/4"PLT.WASHER) CONSTRUCTION o0 00 L \I( �— °o o ,/ P.T. PLATE TO CONC. FOUNDATION BELOW o0 00 OPT. NON-STRUCTU• - o oo 0 0 o NAIL BOTTOM PLATE TO FILLER PANEL - - - I- ----- 0 0 , o FASTEN SHEATHING TO P.T. PLATE(WHERE NO o 0 0 o JST. PER TABLE R602.3(1) ADDITIONAL FRAMINGIIMr FULL HEIGHT BLOCKING RIM JOIST)WITH 8d COMMON NAILS @ 3"O.C. CONTINUOUS RIM JOIST 0 0 0.0 5/16"-1/2" CONTINOUS WOOD MEMBER DIRECTLY ABOVE @ 16"o.c.ALONG 0 0Q-i B-8 0 i i o o g- 0 o >< FOUNDATION DETAILS 6d COMMON (SUBFLOOR,WASICRUCTURAL PANEL BRACED WALL PANEL BRACED WALL PANEL I11,11 EDGEl 8d O SPAON CINGI6(ROOF)D BRACED WALL LINE I .c. ��- WHEN PARALLEL TO FLOOR/CEILING FRAMING I FASTEN SHEATHING TO RIM JOIST WITH 8d I I y 1 4 BRACED WALL DETAILS ALT STUD INTERMEDIATE SUPPORT 12"o.c. I COMMON NAILS @ 3"O.C. TOP&BOTTOM I I `` O 0 0 0 0 • io 0 0 0 0 0 BRACED WALL PANEL CONNECTION �° ° r ` 4 , 4. 4 ±� JOB NO: STUART LOWER LEVEL (�� CORNER DETAIL C 3/4" = ,'-o" FRONT ELEVATION SECTION DESIGNED: LG DRAWN: SD/JR/BJ C.3 CONTINUOUSLY SHEATHED PORTAL FRAME DATE 4/16/2019 y' SCALE: 3/4" = 1'-0" SHEET OVER CONCRETE OR MASONRY BLOCK FOUNDATION /\-2 ■ 2 WA en nel len ni en Iliel ISA LANDED GENTRY HOMES AND COMMUNITIES IF FLR. SHEATHING CONNECTED DIRECTLY TO P.T. 2x PLT. INSTALL NAILS OR SCREWS @ 2"O.C. STAGGERED NO SURCHARGE OR WHEEL 2x F.J. (PARALLEL LOADS WITHIN 5'-0" 1 "E" y TO FDN.)PER FLR. FRAMING PLAN WHERE FLOOR JOISTS ARE PERPENDICULAR INSTALL / 2x FLOOR JOIST A35 EACH JOIST TYPICAL (PERPENDICULAR WHEN"A"EXCEEDS 4'-0"; TO FDN.)PER FLR. WHERE F.J.ARE PARALLEL \v�/� FRAMING PLAN INSTALL ML26 W/SDS 1/4x1 1/2 f N. EACH BLOCK TYP. iN. IVI WIo d a WI SEE FOUNDATION NOTE#1 i \ ' IN a 0.- IN o o ( ' ' I' IN..- \ y`8�1 ' I- ", a WHERE F.J. PARALLEL TO 6" MIN. '° r t FDN. INSTALL 2x BLOCKING III-1n—III—T—)II- o '° (MATCH JST. DEPTH)FIRST NO SURCHARGE OR WHEEL //�Qog',o 32"&SCREW OR NAIL SHTH'G / "E" LOADS WITHIN 5'-0" 5 DEGREE MAX. SLOPE U I n . "F„ INTO BLKG. @ 3"O.C.TYPICAL ��. o•e (SEE COLUMN "G" IN BRACED • ppp�� ° 4 2 RETAINING WALL SPECS. NO FLOOR FOR CONC. FDN. DAMP-PROOFING o4-p, I FOR O.C.SPACING OF BLKG.) TO BE WATERPROOFED, FDN. O o e I FRAMED WALL OPTIONAL AT LEAST 12" WALLS THAT RETAIN EARTH& 0;'e I \ 5 DEGREE MAX. SLOPE ENCLOSE INTERIOR SPACES c . • n. • AND FLOORS BELOW GRADE �°•" 4 8" MIN. ;e�I SLAB OR SOIL OKAY SHALL BE DAMPPROOFED 0CA, 'e . L FROM THE TOP OF THE FTG. qp n . NOTE: \ ' ek ' o TO THE FINISHED GRADE ng`"X°• 4 DO NOT BACKFILL FOUNDATION f'e=2500 psi °• • < Cog(I1=111 11(=111-Illy Il( •° fy= 60 ksi, grade 60 �r 00 0O UNTIL FLOOR DIAPHRAGM IS "W" c. v .ro MIRA DRAIN 2,000 OR MIRA DRAIN 2,000 OR _-��}o 1� 4, , o WASHED GRAVEL WASHED GRAVEL(OR SIM.) 4 CONNECTED TO WALL MIN. SOIL BEARING 00 (OR SIM.) A„ g+m . 1 = 1,500 PSF 'e 1 0at erg' D . D •. ♦� 2" CLR. f'c=2500 psi �p�°• °1 a MAX. NO. OF STORIES „X„ °e " s�o fy=60 ksi,grade 60 SO a I� G „W" SUPPORTED = 2 STICK ° , 00g MIN. SOIL BEARING EQUAL 00,-y .c n . "A" FRAMED RESIDENTIAL • p- p • 'oa = 1,500 PSF S / FLOORS + ROOF W/ o• ^ �o( B O''° • 25 PSF SNOW MAX. "'Ica' " / MAX. NO. OF STORIES oC�o ,1 a "X" a •� SUPPORTED=2 STICK9D 4 c n b. FRAME RESIDENTIAL ° I / IF STUB BARS MINIMUM 4" (MIN.)CONC. ° ,4 � ILAP SPLICE BARS, FLOORS+ ROOF W/ Stn.!: sr LAP SPLICE=24" 25 PSF SNOW MAX. „B„OO�p7o,1• ' 4 t DIRECT FLOOR SLAB 12'-0"WIDE(MIN.) o ojCl " / oU�'� I 4"(MIN.)CONC. DIAPHRAGM CONN. °• �•4 ;LL-c, . 3 DIA. (MIN.) i- i- •- i (do " [SLAB 12'-0"WIDE(MIN.) ' 4 • ' 4 ' 4 • 4 ' 4 v• ,° ' ?re;Zara i`� PERF. DRAIN°•�pd �_ TO DAYLIGHT ,pq��S•Q�q, a /,P • 4 e 4 e 4 ° 4 e 4 • 4 • tie. \ �• o-cit.()p op op • �° e A'` • G'e �'e �`e 0'e SCREWS OR "D" J • D .'o D .'e D .'> D .'o D . 0 6 . bp I 8i '•�0 4 4 f 4 NAILS 2"O.C. V ° °. ^ • ^ Oat; • ^ ^ Q,� 00 1l i-•�I'A . A'e 8" am . 11'e @ .�4 4 4 4 4 4 �v�•+ o "D" U :i��! '" o .' D .'o D STAGGERED M m a m 4'e a m . ay, a'e a m o S s O00 I;..wo °.° . ° 4 ° "Z" � III-111— 111— ih 0 - ib°o,`e 4,4 ae 4,6 111=111=111=111 Ill=lll= =111 \ =111=111=)11—III— 1=111 e . „Z„ 4"DIA. PERF. PIPE "Y" 1111. IN FREE-DRAINING =III 9•�'o•eA „Y„ GRAVEL BASE HEEL/ "C" TOE �. ° •4 , BEAMS OR TOE / "C" HEEL • >' / . FLOOR JOISTS PER PLAN 0 BRACED RETAINING WALL DETAIL ® CANTILEVERED RETAINING WALL DETAIL SCALE 3/4" = 1'-0" 2 SCALE: 3/4" = 1'-0" BRACED RETAINING WALL SPECIFICATIONS CANTILEVER RETAINING WALL SPECIFICATIONS (TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM) (WITH SLAB AT BASE TO RESIST SLIDING. NO FLOOR DIAPHRAGM CONNECTION AT A B C D E F G W X Y Z TOP OF WALL.) RETAINED WALL FTG. FTG. WALL MASA BLOCK VERTICAL HORIZONTAL FOOTING FOOTING A B C D E W X Y Z HEIGHT POSITION WIDTH HGT. THICKNESS SPACING SPACING REBAR REBAR TRANSVERSE CONTINUOUS (MAX.) (MAX.) RETAINED WALL FTG. FTG. WALL VERTICAL HORIZONTAL FOOTING FOOTING 0'-4' 10" 28" 9" 6" 72" REa D #4 @ 24" #4 @ 24" #4 @ 24" (3)#4 HEIGHT POSITION WIDTH HGT. THICKNESS REBAR REBAR TRANSVERSE CONTINUOUS 4.1'-6' 12" 34" 9" 6" 72" 72" #4 @ 18" #4 @ 18" #4 @ 18" (3)#4 0'-4' 5" 18" 9" 8" #4 @ 18" #4 @ 12" #4 @ 18" (2)#4 6.1'-8' 12" 42" 10" 8" 42" 46" #4 @ 18" #4 18" #4 @ 18" (4)#4 4.1' -6' 7" 30" 9" 8" #4 @ 16" #4 @ 12" #4 @ 16" (3)#4 8.1'-10.2' 12" 50" 12" 8" 24" 24" #5 @ 14" #5 @ 12" #5 @ 14" (5)#5 6.1'-8' 10" 40" 10" 8" #5 @ 18" #5 @ 18" #5 @ 18" (4)#5 10.3'- 12' 12" 60" 12" 8" 18" 18" #5 @ 9" #5 @ 12" #5 @ 9" (6)#5 8.1'- 10' 10" 52" 12" 8" #5@9" #5@12" #5@9" (5)#5 NOTE: FLOOR DIAPHRAGM MUST BE CONNECTED BEFORE RETAINED SOIL IS PLACED AGAINST WALL. 10.1'- 12' 12" 64" 12" 10" #6 @ 10" #5 @ 12" #6 @ 10" (6)#5 ST UART 3 NOTE: FLOOR DIAPHRAGM MUST BE CONNECTED BEFORE RETAINED SOIL IS PLACED AGAINST WALL. LOWER LEVEL RETAINING WALL DETAILS JOB NO: STUART LOWER LEVEL DESIGNED: LG DRAWN: SD/JR/BJ DATE: 4/16/2019 SHEET A-2 . 3 WA aaa / 50,-O" / __ 18'-0" 32'-0" `I / / / FLOOR FLAN NOTES : 5'-8 4'-IC 14'-10 I1'-2 = / 31-9" 3'-9" / / 4'-l1 3-4 Ia" ' " / 3'-4 " / / 21-6" / / / /3'-II�S" 3'-4Ia" 3'-41, " 3'-5 " 4'-316 / I. ALL DIMENSIONS ARE TO FACE OF STUD WALL UNLESS NOTED OTHERWISE. 24. PROVIDE MINIMUM OF 22" x 30" ATTIC ACCESS W/ MINIMUM OF 30" HEAD I LANDED GENTRY VERIFY DIMENSIONS SHOWN ON PLANS. DO NOT SCALE OFF DRAWINGS, CLEARANCE PER IRC 801. USE PLYWOOD DAMS TO CONTROL CEILING / 15'-61a / I6'-5h / INSULATION REQUIRED /�a," 161-0" 244" HOMES AND COMMUNITIES 2. FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS e 16" O.C. TYPICAL. FRAME LOWER FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS 25. PROVIDE PARTICLE BOARD UNDERLAYMENT AT VINYL. COORDINATE _ e 16" O.C. TYPICAL THICKNESS W/ OTHER FLOOR FINISHES TO PROVIDE SMOOTH AND "p REVISIONS BY: LEVEL TRANSITIONS N X )< \ \ 3. FRAME MAIN FLOOR INTERIOR WALLS WI 104 5/8" 2x4 STUDS s 16" O.C. W/ P.T..T. OR CEDAR A 1 - 31 - 19 JR I/2" GYPSUM WALLBOARD BOTH SIDES. FRAME LOWER FLOOR INTERIOR 26, USE PRIMER/SEALER ON GWB BEFORE AND AFTER TEXTURING RAILING PER BLDR. WALLS WI 104 5/8" 2x4 STUDS e 16" O.C. W/ 1/2" GWB BOTH SIDES TYPICAL (VERIFY) bx6 POST UNLESS NOTED OTHERWISE. 21. PER 2015 WSEC SECTION R406.2 ADDITIONAL ENERGY EFFICIENCY (2 TYPICAL) COVERED REQUIREMENTS: MEDIUM DWELLING UNIT (MORE THAN 1,500 S.F., LESS LL DECK It LL 4. FRAME GARAGE WALLS W/ 2x6 STUDS m 16" O.G. (VERIFY HEIGHT OF THAN 5,000 S.F.) REQUIRES 3.5 ENERGY CREDITS. TO ACHIEVE THIS, O x X O WALL ON-SITE PER AS-BUILT FOUNDATION) THE FOLLOWING HAVE BEEN SELECTED FROM TABLE 406,2: al 16'-5" x 9' O° O c0 IP OPTION la (.5 CREDITS): EFFICIENT BUILDING ENVELOPE (SEE NOTE *15 9 aline; 9 5. PLUMBING WALLS TO BE FRAMED W/ 2x6 STUDS B 16" O.C. SEE PLANS FOR INSULATION VALUES �� i _ FOR LOCATIONS (VERIFY JOIST PLACEMENT ABOVE AND BELOW FOR OPTION 3a MO CREDITS): HIGH EFFICIENCY HVAC EQUIPMENT. USE GAS CLEARANCE) FIRED FURNACE W/ MIN. AFUE OF 94% (USE CHAMPION GAS FURNACE - wW ' 3060 SH OR EQ., VERIFY W/ BLDR. - W/ 95% AFUE). (3)3060 SH (SEE NOTE *14) (2)3060 SH (TE1 lF'1 _ _ - _ _ \ \ ■■ \ N \ 6. ANGLED WALLS TO BE 45 DEGREES TYPICAL UNLESS NOTED OTHERWISE OPTION 5a (.5 CREDITS): EFFICIENT WATER HEATING. ALL SHOWER 1 4x6 NF•2 (EA, WDW.) 4x6THFM2 (EA. I DW.) 3080 FRENCH HEADS 4 KITCHEN SINK FAUCETS SHALL BE RATED A 1.15 GPM OR LESS.1. DIMENSIONAL LUMBER TO BE HEM-FIR *2 TYPICAL UNLESS NOTED ALL OTHER LAVATORY FAUCETS SHALL BE RATED A 1,0 GPM OR LESS. A ' I DOOR (TEMP.) aTp OTHERWISE OPTION Sc (1.5 CREDITS): EFFICIENT WATER HEATING, WATER HEATING O X ]!› I (4x6 HFx2) _ SYSTEM SHALL INCLUDE GAS WATER HEATER W/ MIN. EF OF 0.91 (USE 0 AW it N � 8. UNLESS NOTED OTHERWISE USE 4x6 HF*2 HEADER IN 2x6 EXTERIOR WALLS NAVEN NPE-18OA - OR EQ., VERIFY WI BUILDER - W/ UNIFORM ENERGY = 0 \ Si ABOVE DOORS AND WINDOWS WI R-10 (MIN.) INSULATION. USE 4x6 HF*2 FACTOR OF 0.96, RECOVERY EFFICIENCY OF 99%). lirI 0 o HEADER IN 2x4 EXTERIOR WALLS (IF APPLICABLE) ABOVE DOORS AND V -40 SH I '4-__ O `P 4x6 HF 2 0 D ,, } \ \ WINDOWS U.N.O. BEAMS AND HORS. TO HAVE 1 I/2" MINIMUM SEARING \ \ TYPICAL U.N.O. (BEAMS SHOWN ARE MINIMUM REQUIRED OR BETTER, DID _ 7 SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION) r '� �36 MASTER BEDROOM -� q ff q�t a 4R 14' 1" x I1,-I" I _1 4 = i I 9. VERIFY PLACEMENT OF 4x6 POST IN STUD WALL BELOW ENDS OF m " (OVER-ALL) VAUTED w X w O © O GIRDER TRUSS ABOVE WI ROOF FRAMING PLAN ON SHEET A4.1 WALK-IN 6a LIVING $ z I an 10. PROVIDE 2x6 BACKING IN ALL BATHROOM WALLS FOR TOWEL BARS, = l mill ii CLOSET -Si 16'-8" x 18'-9" 0. u Q I TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC, BETWEEN STUDS, O '" I MASTER BATH I 31-0 I 0 E \ \ COORDINATE W/ BUILDER/OWNER FOR LOCATIONS `v -J I = In ib II. INSTALL I/2" HIGH-DENSITY GYPSUM WALLBOARD AT GARAGE/HOUSE 01 3'-0" 36" BI-FOLD O m I 15'-41&" I'-9�" - / /O \ WALL AND GARAGE BEARING WALLS, 4 5/8" TYPE-X GWB e GARAGE I /\ 84 I CEILING I \ VANITY 101-5" 4, 3'-11l" 8'-4" / 8'-10" sOm Lin 12. INSTALL 20-MINUTE RATED DOOR ASSEMBLY W/SELF-CLOSING HARDWARE Q 1(i) 3-O' I LINEN v M I 34 1/2" HIGH 2x4 \ \ OPT. ARCH I STUDS e 16" O.C. 13, REQUIRED STAIR RAILINGS TO COMPLY WITH IRC SECTION 312. DECK BELOW RAILINGS TO COMPLY IF DECK IS 30" OR MORE ABOVE FINISH GRADE SEE NOTE *19 --4,„ WT \ I (VERIFY ON-SITE). I I VAUTED 14. EGRESS WINDOW DIMENSIONS, CLEAR OPENING AND SILL HEIGHT TO - 6'-9,a" / 41-3" / 11-5" 11.6I " I 'V a I I KITCHEN I COMPLY W/ IRC SECTION 310.1 (VERIFY W/ WINDOW SUPPLIER AND/OR O 1 a 4� I 1 10'-4" x 14.-OP MANUFACTURER) , CRAWL SPACE ACCESS I r I I _O p p Nt p 3 STAIRS (SEE NOTES •18, - I 1 VAUTED r- Z I •� Q ,8+ n g0 15. COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE 4 a a ' *21 AND *24) DINING O 1 1 O W I o ? Y IRC CHAPTER 11 IS AS FOLLOWS: 0 I 14'-5" x 13'-0" m 1 u I n ` 2 O b ' ?' SLAB: R-10 ® PERIMETER 4 UNDER ENTIRE SLAB ' m - CI Q 0 [D O O , WALLS: R-21 (R-IO MIN. e HEADERS, TYP.) ii ui I I `I4 U 4 INT. BSMT. WALLS: R-2I = C, i \ I F A FLAT CEILING: R-49 (R-38 IF INSUL. DEPTH IS MAINTAINED TO ' w I OUTSIDE FACE OF EXT. WALL) m I 2 CAR GARAGE W VAULTED CEILING: R-38 - Z U 0 = I I © DOORS: U=.200 MAX. (ONE DOOR UP TO 24 S.F. EXEMPT) 9 O IIs cm ' WINDOWS: U=.280 MAX. Cl-, SEE NOTE •I1 0 \ GLAZING: 393.0 S.F. = 14.5% OF FLOOR AREA SKYLIGHTS: U=.BOO MAX, SHELF 4 ROD ro - FURNACE TYPE: NATURAL GAS FORCED AIR (VERIFY W/ BUILDER) \ I' GUEST r+ r, PANTRY REFER TO 2015 WSEC CHAPTER 4 4 IRC CHAPTER II FOR VERIFICATION OF MECH. - - THESE VALUES SEE NOTE *12 60 BI-FOLD \ \ \ VOID \� 1 OAT. .SRCH / ft 2_10 4, 21 / O 0 = O 16. MINIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS 1'-lyz" 31-4" 11-4�" 1'-Ok4" 6'-4 -' 0 8 " 1'-I" (CALCULATED e 1/300th OF ATTIC AREA): s 1 - / / / 'n y c �1 / W/O OPT. DECK ROOF: A >u LL !Z Z \ MIN. REQ'D: 1,011.36 SQ. IN, \ 01 ')`(f o <Y z 2'-8 co 't 0 ACTUAL PROVIDED: COI: 1,436.30 SQ. IN.: CO2: 1,319.95 SQ. IN. v I ii \ a VENTED BLKG.: COI: 116. 30 SQ. IN. (16 e 9.425 SQ. IN. EACH) = - to ENTRY CO2: 659.15 SQ. N. (10 8 9.425 SQ. IN. EACH) `� 1 A 9 STUDY S4 RIDGE VENT: 120,00 SQ. IN. (60 L/F au 12 SQ. IN. PLF) t 'in Tr vII 10'-O" x 12'-O" 0. W/ OPT. DECK ROOF: MIN. REQ'D: 1,142.40 SQ. IN. \ \ \ \ a D CY -ror �9 ' QO IS" x 24" (MIN.) ACTUAL PROVIDED: COI: 1,601,10 SQ. IN.: CO2: 1,551.15 SQ. IN. 5 1/8x18 GLB - , 4 .F/DF CONT. - . Q PWDR.0 DZ OI (p - CRAWL SPACE VENTED BLKG.: COI: 191,10 SQ. IN. (84 A 9.425 SQ, IN. EACH) A V.T.O. ~ ACCESS (SEE CO2: 135.15 SQ. IN. (18 e 9.425 SQ. IN. EACH) 9 a A 3 0 Q 0 a, O p NOTE 18) RIDGE VENT: 816,00 SQ. IN. (68 L/F e 12 SQ. IN, PLF) - a 3 ' p m X 1 U 4x6 HF"2 OE4x- HF 2 0 / 4x6 HF*2 (EA, WDW.) 11. SEE ELECTRICAL PLAN ON SHEET EI,I FOR LOCATION 4 SIZE OF EXHAUST \ \ L _ \ \ 2640 SH (2)3050 SH FANS. LOCATIONS AND SIZES REQUIRED TO COMPLY W/ 2015 IRC MI5O3 1 1 W I ARE AS FOLLOWS: I 1 Pw PIC. , (SEE NOTE *14) 1C TEMP. 01 11 1 KITCHEN: 100 CFM RANGE HOOD = P.T. OR CEDAR (VERIFY) 6x6 POST LL t80 L (TOP CHORD OF TRUSS) =a _ LAUNDRY: 50 CFM 80 CFM RECOMMENDED) 9 WRAPPED PER BLDR. (2 TYP. FOR 1= PORCH =1 p BATHROOMS: 50 GPM (80 CFM RECOMMENDED) `9 COI: 3 TYP. FOR CO2). ADD 16" x 16" - I X 201-0" x 6'-0" (01A NOTE: ALL FANS ON 20-MINUTE TIMER TYPICAL. ELECTRICIAN TO MASTIC-APPLIED STONE COL. BELOW 10 RAILING o CO2 FOR Ce2 1 VERIFY INSTALLATION OF GFCI OUTLETS IN ALL WET AREAS. VERIFY FOR ELEV. CO2 ONLY I (SEE ELEV,) ELEV. eNLY TYPES 4 LOCATIONS OF ALL ELECTRICAL FIXTURES WI OWNER AND/OR DE 1 I C4 I 11►- F BUILDER \ Y ` ' J 4 m *\ \ 18, INSULATE ALL ACCESS DOORS/HATCHES TO CRAWLSPACES/ATTICS //2�°" 9' 9kf" / 9' 914" /�4," " STUART 3 TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR LOWER LEVEL 4 CEILING THROUGH WHICH THEY PENETRATE / 201-0" / 10-0" / 19. MOUNT HWT ON PLATFORM 18" ABOVE GARAGE SLAB PER IRC 1301.3. / 4'-5l" )_101,z'j 4'-1" I'-216"/ / 2'-8li" 2'-0" / / 3'-lea„ 3 4 / 31 94„ / STRAP HWT TO WALL PER IRC MI3012. PROVIDE OVERFLOW PAN 4 /2'-O / 16-0 /2-0 / 6-4 / 4'-1 / 5'-II /2'-4h" / 10'-9�" / PIPING PER IRC CHAPTER 28. INSTALL T 4 P VALVE 4 PIPE TO MAIN FLOOR PLAN EXTERIOR TERMINATION / 201-0 / 301-0 /20. VERIFY WHOLE-HOUSE VENTILATION METHOD W/ HVAC CONTRACTOR / 50-0 / COASTAL 1 & 2 (MINIMUM BATH FAN ON TIMER OR BETTER) 21. DISAPPEARING STAIRS OR ATTIC ACCESS PANEL COVERED W/ 5/8" MAIN FLOOR FLAN GWB AND PROVIDED W/ WEATHER STRIPPING GASKET JOB NO: STUART LOWER LEVEL SCALE: I/4" = II-0" 1,632 SQ. FT, 22. FIREPLACE TO SE SUPPLIED WITH OUTSIDE COMBUSTION AIR DUCT AT DESIGNED: LG LEAST 6 SQ, IN, AND PROVIDE READILY OPERABLE DAMPER. INSTALL A NOTE: SEE ENGINEER'S NOTES 4 DETAILS ON SHEET 5-1 DRAWN: JR GAS FIREPLACE W/ CLEARANCES AND COMBUSTION AIR PER 2,102 SQ. FT. TOTAL: DATE: 5/06/2019 MANUFACTURERS RECOMMENDATIONS AND PER CODE GARAGE: 450 SQ. FT. FRONT PORCH: 120 SQ. FT, SHEET 23. 12 - 16" FIBERGLASS FACED GWB BACKER AT TUB/SHOWER SURROUND BACK DECK: 148 SQ. FT. /\ - 3 . LOWER PATIO/DECK: 148 SQ. FT. WA seal iffin / 50, O" / IIII IMIM 18'/ -0 /" 32'-0" / a / 15'-Sit" ,2'-21i", 12'-3" / 2'-8" / It-1" / a / 5-1" / 3'-4'h" / 3'-4it" / 3'-lilt" / / 4'-lli" / 3'-4W / 4' 3" / / 2'-l1<s" / 3'-5 " / 3'-41t" / 3'-4Ii" , 4'-3" / LANDED GENTRY 15'-61�" 16'-5'h" / / / HOMES AND COMMUNITIES 2%4" S'-0" / 8'-0" 244" // REVISIONS BY: a P.T. 6x10 BEAM \ X NI P.T. �—\ A 1 - 31 - I9 JR P.7. 6x10 BEAM . 6x10 BEAM ____} P.T. OR CEDAR (VER1IFY) 6x6 POST ATTACH LEDGER TO END JST. " (3 TYPICAL) P.T. 2x10 HF 2 DECK JCISTS • 16" O.G, p DECK - - W/ I/2" DIA. LAG SCREWS e 23" / Ta O O.C. (2 ROWS STAGGERED) 4 Q' RAILING PER BLD¢.� 16'-5" x �'-O" co c0 m (SEE NOTE "13, SHT. A3.1) 1/2 (MAX.) SHTG. SEE R501.2 4 TABLES R501,2 4 R501.2.1 4 FIGURES R501,2.1(1) 4 RS01.2.1(2) I (2)3050 SH (SEE 3060 SH --------) I U J JcJ L J L JAL JL IL rJ L JL {JL L JI NOTE *14, SHT. A3.1) © (TEMP. (2)3060 SH ��llllll \ \ I I-I I I III III I \ \ \ \ 4x6 HF"2 (EA. WOW.) 1 3080 FRENCH 4x6 HF"2 (EA. WOW.) I PROVIDE HOLD DOLLN TENSION V I DOOR (TEMP.) I DE ICE PER R501.2,4 4 FIGUREal 4x6 HF"2 as R ��1.2.3(I) NOT LESS THAN (2) Q I© I i 7 LOd ATIONS PER DECK, WITHIN 4I ' 2x6 FURRING • 16" O.G. " C' W/ CAP (VERIFY) s U 2' • FROM EA. END OF DECK. p w J J (3I3050 SI-I (SEE } co I1 1- O 1z W N I� �I MINEA. DSTRESS CAPACATYE 1,500" p p \ \I NOTE "1�4, SNt. A3,ll V w Z W— , 'BEDROOM *2 \ if 1 1- I ' 4x6 HF 2 (EA. WOW.) �a I II'-9" x 12'-4" [Q U 1 II -in 9 "1 " I I- 0 IQ �N I=eg— U J I - m 4 O lie FAMILY 1u m `t I ' \ N ,_ `9 I 16'-1" x Il'-3" I� O \ r 1 O 1� I 1`t, O a V 1� I cv 2�12 HF"2 F_OOR • S75 • 16"' O,G. �, i2x12 DF-L"2 FLOOR JOISTS • IZ" O.G BEDROOM '�3 I m I O (.43" DEFLEG-ION) U a 1 14'-8" x 10'-5" In 1 •'e I I` U Q JLJLl Ij in_ a \ \ ' _\ Iz 4x4 4F"2 l xl� 7 I' N -at (MI .) O I I 2x6 FURRING 16 O,G. v It O r W/ CAP (VERIFY) ' 8° 3'-1 / 4' 2" n / l'-31W" 3'-l'9" / 6'-Sit" / 3'-5�" W,LL BEARING - 2'-8 2f \ + <?.. I I 'I. I r . \-- 0 0 s\ cr ;;1 m , LINEN 2x12 SOLID BLKG, BELOW �x , �, BRACED WALL ABOVE, + -� W " vANItY I(1 W (SEE SHT. A3.4 4 DE7. "2, — 2x12 HF": FLOOR I �K Q U �" SHEET A2.2) JOISTS • ICO.G. W it X "1" �1 BAT(-I O i T 'I' Q tU \ \ <t I -Sr AO 2' 8 IL z WALL BEARING 7,N m m l'-3�i° 13'-91�" i / OVERLAP 'LR. JSTS. 3" • 18" x 24" (MIN,) .� - \ I •x4 -IF"2 WALL/15E 4M BEARING 4 CRAWL SPACE r>-( _ 1 (MIN.) NAIL TOGETHER W/ 3)IOd ACCESS (SEE _ 1 UNFINISHED NAILS DER IRC R502,6, 1cl N07E "I8, SHT, STORAGE/OPT. TYPICAL � A3,1) - I MEDIA ROOM I - I OPT, MEDIA: 19' 6" x 12'-IC" :d 2x12 SOLID BLKG, BELOW - - (ADD 266 SQ, FT.) (2)2xI2 _1BRACED WALL ABOVE �' (SEE SHT. A3.4 I DET. "2 STORAGE n SHEET A2.2. I FURN. as I I Q J \ \ 18 x 24" CHIN.) CRAWL SPACE I ACCESS (SEE I 1 NOTE '18, SHT, = AS.I) \ \ Q 2x12 1-1=02 FLOOR JOISTS • 16" O.D. = Q Y \ \ I \ \ \ I I I I I I I I I - I I S I I L I I \ STUART 3 19I-6" i2l' O" / LOWER LEVEL 20'_C , 30'-O" , 50' LOWER FLOOR PLAN & MAIN FLOOR MAIN FLOOR FRAMING FLAN LOWER FLOOR FLAN FRAMING PLAN SCALE: I/4" = 1'-O" SCALE: I/4" = I'-O" 1,010 SQ. FT. COASTAL 1 & 2 (1,335 W/ OPT, MEDIA ROOM) JOB NO: STUART LOWER LEVEL DESIGNED: LG NOTE: SEE ENGINEER'S NOTES DRAWN: JR 4 DETAILS ON SHEET S-1 DATE: 5/07/2019 SHEET A-3 . 2 WA "- 1 I Structural Shear Wall allow Wall �C Copyright structionC le,Inc (CCI)is Cop Lower Level Walls,Floor Diaphragm and Deck Diaphragm 1/8 - 1 � I r--T-- -All floor sheathing is 12FD,typ. I ! Typical Shea I -Deck decking is 13DD,typ. ; s symbol indicates a dedicated shear wall or panel,thf type per callout below. Standard Structural Specifications®-Copyright. rim K. Garrison, P.E. 1 PW Walls without thisisymbol pre not dedicated shgar walls.t use code-standard constructon. i Min length of shear panel,ft. 1 041 3.4 4 I If"V",construct entire Wall per this callouF,with n�'inimum individual panel lengths indicated on plan. BASIS OF DESIGN-APPLICABLE CODES: If"NS",means Not a Shear Wall.Build per code mrittmum. •Code.The designs herein are prepared in accordance with the 2013 IBC.Construction shall conform with „- i the most recent building code adopted by the approving jurisdiction. • i iI Sill Calculations.The calculations included herein are only those required to ensure compliance with code.We Top of I anchor do not intend to compute every structural element nor every r "Br combination.Much of our analysis is"B wail to max Capa- Stud Nail Edge Sill Block- parallel Top of spc'g/ (By Inspection.) 2 city, Nails Stud Stud matt /Field Top plate& ing at framing wail to I min. LIMITED SCOPE OF CONSULTANT'S WORK: wind/ Sheath- or height, spsc'g, Stud (see . spae'g @ Top plate studs unsup- or rim perpen- Bottom Mud sill i embed- Consultant.The consultant in responsible charge of the work indicated herein is Tim K.Garrison,P.E., 3 a c 5 21 Call- seis, ing, Sides of screws, max., max., size, 1 std sal Stud Plate, 1 splice, w/edge ported or rim I dicular plate to i anchor to; ment, doing business as ConstructionCalc, Inc.,hereafter indicated as"CCI." 2D - out Eh,plf min. wall size ft. I in. min. I specs) spac'g,in.' min. j min. nail'g edges blk'g framing' framing 1 concrete in. f Scope of Consultant's Work.The scope of work of CCI is limited to structural lateral analysis of a new r/ • " 1 6/6®24 I Con't single-family residence as follows: - sheathing' Con't �. m 10 24 2x4 Sawn 6/12@16 I heat 5/8"j-bolt i.e. S one, Con4 g or sheathing or 5/8" Inclusions: 7/16" either 14 16 2x6 Sawn 6/12@16 48"la sheathing H2.5 or I or 16d @ Titan HD 1 •O Lateral(wind and earthquake)analysis. ` 1 PW 8d - 2-2x4 w/8- ' 2x NA \ 168/ OSB or side, p or A34 SDWC- . 6"oror " 'I apply Exclusions: o- 3 L.r. 5 0 120 plywo-be directly @ at 36"4 15600, 4�2".DS �3Or 72/4• 3 a / �` \ 18 12 2x6 Sawn 6/12 12 16d O Gravity analysis(beams,joists,headers,rafters,columns,trusses,foundations,and related I to studs --- -- — max. See max. See See 1 MASAP connectors.)This was by architectural designer. i .r r n 22 12 1.75x5.5 LVL 6/12®12 0 D2 8 O Retaining walls. R CCI takes responsibility only for items specifically addressed in our drawings and calculations.Constructed CD V ~ I Sim.,or items not specifically addressed herein shall be built per minimum code. 2PW 490/ same (same) (same) (same) 16 4/12@16 16d@3" (same) (same) (same) (same) (same) (same) 2x (same) (same) (same) 36/4 350 or 12 or SDS 1 LOADS _ I I @ 9" Following are the loads used for the subject design/analysis:. o Roof+ceiling dead: 15 psf 0 Interior wall dead: 7 psf _ �' O Roof snow: 25 psf 0 Seismic Factors: Ss= 1.101,S 1=0.437 -- ; O Floor dead: 15 psf 0 Seismic Des Category:"D" :____; • O Exterior wall dead: 10 psf 0 Wind Exposure`C',3-sec gust: 120 mph. Structural Callouts-Copyright ConstructionCalc,Inc(CCI) SINGLE PROJECT: ® P Per Architect The calculations, drawings,notes, specifications,and/or tables prepared by CCI are valid only for the • * • Structural Item:This item and related connectors shall be per architect/designer. project indicated herein.These documents are not valid are not applicable to,and shall not be used for any Roof Diaphragm other project at any other location. * Shear Capacity:Good for Eh=230 plfseismic;Eh=322 plf wind.Max aspect ratio=3:1. ' * Framing: Trusses or rafters: 2x at 24"OC,max. COMPETENT CONSTRUCTION PERSONNEL/SAFETY: * _- - - - __ - - ------ -- -- - -- -- _-__ _ _ • • Framing Connection at Support: Only competent personnel familiar with construction and safety practices germane to the pmject shown - Where connected to shear wall,connect per shear wall callout-top of wall. herein should be employed to assemble and construct the work. .- Where trusses or rafters connect to beam,use H2 5,or A34 with screws,or similar,typ. _- _-_-_- - Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. - At ledger,connect per ledger callout.* _ Contractor assumes full responsibility as to construction methods used, safety provisions employed,and the Sheathing: 7/16"min.,OSB or CDXplywood. finished as-built condition of the structure and related systems. * Sheathing Layout: Case 1 per IBC 2306.2.(1) . * Nailing:Use 8d at 6"edges, 12"field. MATERIALS AND METHODS: * Blocking:Not required except at supports and at connections to shear walls below. - Provide and install all materials in accordance with manufacturer's requirements and recommendations.It is 12 FD Floor Diaphragm the contractor's responsibility to ensure all field personnel understand and adhere to this. — * Sheathing:With joists at 24"or 19.2"OC,use min.,24 oc rated, APA Studd-I-Floor;either 3/4"species group 1,or 7/8"species group 4.Maybe OSB or CONVENTIONAL WOOD FRAMING: • Upper Level Walls and Upper Roof Diaphragm 1/8" = 1' plywood.Good for 130 psf,TL @ Lf360 deft. Roof diaphragm is 11110,typ. * :Sheathing:: With oists•at 16"OC,use min. 16 oc rated, APA Studd-I-Floor,min., 19/32"thick.May be OSB orplywood. General Construction:Predrill all nail holes where required to avoid splitting.Connect all wood members I 1. g 3Y Good for 245 psf TL @ L/360 deft. per the Plans and applicable building code.Where Structural Plans do not specifically address a structural * I Sheathing Layout:Case 1 per IBC 2306.2.1(1) element,construct said element per minimum building code. spans, longppS• -i Orient sheets continuous over two or more with the dimension across su Framing Material.All sawn framing lumber,not including beams,posts,and columns, shall be Spruce Pine (sic) * t Nailing:Glue,and connect with 8d rimshank nails or#9 screws,at 6"edges, 12"field. _ Fir,Hem Fir,or Douglas Fir-Larch,Number 2 or better,unless othe'wise shown.All sawn wood shall * ' Blocking:not required except at supports(beams)and connections to shear walls below. have moisture content less than 25%. x 13 DD Deck Did hra _ P gin _ -_ * Studs. Studs in exterior walls shall be a single member(not speccd nor discontinuous)from horizontal Decking:Use wood or composite decinnp per Arch.,min.actual dims: 3/4"x 3.5". __- - _ -___ diaphragm to horizontal diaphragm(horizontal diaphragms are roofs and floors that connect to exterior * Decking Attachment:Use decking screws,length to ensure 2"min.,embedment into flaming below. walls.)Use balloon framing at stairwells,openings in floor di•.tphragms,etc. Stud size,material,and -9 pL. , * I_-Use 2 screws per deck board per framing member.At decking splices,center splice over framing menber and use 2 screws per spliced end. - _ maximum length between diaphragms is shown in shear wail table. ig © 17 HD Alt Blocking: not required except at sup port beams. Nails:Nails called out herein are"common"sizes,i.e. 16d, 12d, 10d, 8d. Smaller diameter,similar length - 1 -Holdown-Embedded Strap Type. " z9 ---- - nail gun nails maybe substituted provided 50/o more nails are used.For example if 8, 16d are called out, * Min.Capacity Good for 21851b uplift. - it the number of similar length.131 diameter nail gun nails required is 8.1.5= 12.As another example if laid N * Holdown:Use LSTHD8 for no rim joist condition. _ _ _ _ __ _ nails are called out at 4"spacing,the spacing of similar length,narrower nail gun nails shall be 4/1.5 =2.7". For rim joist condition use LSTHD8RJ. * ,Nails: Use 16, 16 dto full-height stud as follows. __ _ Shear Walls:Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall mem Table herein using materials designated for lateral load resistance by nationally-approved manufacturers. __Si._ jetty( _ * Stud Use larger of kin stud as speed elsewhere;or choice of 2-2x 3 or 4x. All shear walls must be positively connected at top and bottom to diaphragms. Walls not specifically called ® Alt 2 Hohio_wn Bolt Type out,or labled"NS"are not intended as shear walls and shall be built per minimum code. r< L * 'Lags: Use Use S 1/4 - * Lags: Use 6 SDS 1/4 x 2.5 to full-height stud per above Sheathing."PW"walls,use plywood or OSB,minimum thickness and nailing as indicated in Shear Wall * Anchor Bolt: If wet set,use 5/8"diameter SSTB 16,or 5/8"all-thread with nut and 3"washer on embedded end.Min embedment= 12".If too long to fit in Table,oriented either direction."GW"walls are drywall shear walls,use per Shear Wall Table. tat Sheathing Joints.Use blocking behind joints if indicated in the Shear Wall Table. With"PW"and"GW" 77 KS Kingf rotohammer,bend u e5/8"s at bottom or all threada, &epoxy,o cover m n of footing. O ® - 'If use 5/8"Titan HD & with 6"min concrete embedment,centered in stem wall. walls,no sheathing joints are allowed within 2-feet in any direction of a door or window comer. �� Stud _ __ _ _ Discontinuous Top Plate.Where wall top plates are cut,omitted,or otherwise discontinuous at a header,the 8 . 4_ * General: If header is continuous to corner,connect studs to header with A34 and screws,typ.Disregard the remainder of this callout. 1 * rif header spans the oil does not extend to corner at header end use min 3,kingstuds,continuous bottom late to late. end of the header shall be connected to the remaining top plate beyond with a horizontal CS18 strap with 80' 1 P °l n� y�- Z - plate top P - Support header with trimmer(s)or concealed flange hanger per plan or Arch. minimum 12"length on the header and 12"length on the top plate beyond. Strap may be on top,inside,or L ILeder Roof Diaphragm outside of wall. c 3 O •p I * Ledger Connection:Where a ledger is called for below,if connecting to rim or header,use SDS,or LedgerLOK at max 12"OC,staggered.If connecting to -- ' ° studs use 2,SDS or LedgerLOK per stud. I - 'Length of SDS or LedgerLOK=full depth penetration into rim,or 2_5"min embedment into solid framing_ _ _ _-- -_i i I - ,Min distance of connector to end of ledger or splice=2".Min edge distance to top or bottom of ledger 2" • - _ I ( \ Typ.shear wall TOP �1 �l Typ.shear wall TOP `tt / Typ.shear wall I i n 1" * Framing Connection to Wall,General:Use any of the following,whichever is applicable. _ _ _ \Dl 1 connection-framing parallel C 02 /' connection-framing i I ( D3,) aorroM connection on . F FRafters Perpendicular: Use 2x or LVi ledger,min height to match rafters.Apply ledger over wall sheathing Use handers to han$rafters on ledger. ! or rim or can't blocking,NTS 1 perpendicular.NTS j i framed floor,NTS 1 -__. - Parallel Rafter or Truss Top Chord:Ledger may be top chord of truss or last rafter or similar.Ledgeer to beplaced over wall sheathing. 1 * I ,Roof Diaphragm:Connect roof diaphragm to ledger with 8d ring shank or screws at 3"OC. TAuss.a - - Ttus5o 1 , RAPrEX - i I $aTron .f ' 'y' BA net#oft 1, 5NEAQ UALL ; , 910 ```' 4..r.,. , J.s7,ma omit i �En p,.q.i -'• • sit,oE a Aa111.5 .e NAmw4 a z•3 Ilene 1�� c.4r HI 4a. • ihie t or„c1L BQauw4 SLwilib000 i I SyEAr«b.14 ' sPr et isal. ,,.wu. I NEe�- :. I A r 9ND t.s 5•a� 3 5 a.; i . ( co,T POg4 T.K I 1 I 4)4. : i Ttusc ea RArr6E _ -- II vl ALT.` [ a°" ,Ta.sTPc ,arc SN'Antwtj I I ll , A -IL - S . i ,. ALT gikizeD awns • I I L� i�1 ® 2316 Antone Way S 1 of 1 sME<n,cua ,. , A3p tirxE--_ �m� y Am. tw..� RQ. - Tim K. Garrison, P.E. Anacortes,WA 98221 ConsultingEngineer 1ft ICE ToreF Aa A z.$ ; s ry «.a4 RA..I g.W ST.sKEAL TimG@TimKGarrison.wm —[ atu on. i ¢. D¢ 1S ED itERb -N- MR • (360)708-1865 .rn Low_rag- Pwr i Tare- ( &MU.W 'float 50 WC15Co0 . 1 I _a_ Structural Lateral Analysis: New Home at 1602 , G'AR* —_.— --r`aL_- r Latitude Cir. (48 North, Lot 18) Anacortes, WA �t of" `r' ' 1 wets m se qut.,w 1 ti I 8t... 4,' ', h — l'`A~ Sat Client: Landed Gentry Homes and Communitieslock 41343 Building Design:Jack Reinstra ton:At. Job Number:T19071 7 �' Date:July 31,2019 VMS a .1 an S ini iale a a, a "4 LANDED GENTRY HOMES AND COMMUNITIES 0 2 2 ROOF FRAMING NOTES: I - 1. TRUSS HANGERS, CONNECTORS AND HURRICANE TIES I TO BE SPECIFIED BY TRUSS ENGINEER AND/OR MANUFAC- 4'-3�<" 12'-4�" TURER. PLAN AND PROFILES(IF APPLICABLE)ARE / / / *et DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THIS / 14'-10" / 16'-8h / N " 5�"� * lit YI *n PLAN W/TRUSS ENGINEER AND/OR MANUFACTURER. a /I' 6"/ 32'-0" 1' 6"-/ Q z Z W'WI 0 2. TRUSS MANUFACTURER SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT It nf_ Tc FOR APPROVAL PRIOR TO FABRICATION AND INSTALL- I ATION. TRUSSPROFILE *11 \ I 3. TRUSS ENGINEER TO VERIFY 2x OVERFRAMING CALLED OUT BY DESIGNER. " ti DSO 4. ALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM CONNECTORS 12� . • '•. TO BE SPECIFIED BY TRUSS MANUFACTURER. 4 - : I 5. SHEATHING NAILED W/8d NAILS @ 6"O.C.AT SUPPORTED In I I I EDGES AND 8d NAILS @ 12"O.C.AT INTERMEDIATE Q I I FRAMING MEMBERS (UNBLOCKED). FACE-GRAIN PERPEN- I I I DICULAR TO SUPPORTS. USE METAL"H"CLIPS (VERIFY)AT DROP LEG 111 UNSUPPORTED EDGES. PER PLAN 12 2 ----I.--- I II I 6. PROVIDE DIAPHRAGM EDGE NAILING ABOVE ALL EXTE- ill RIOR WALLS, INTERIOR SHEER WALLS, HIP AND VALLEY 1- LOCATIONS. DSO _1 \ Q I I 7. OVER-FRAMED AREAS SHALL BE BUILT UPON FRAMING / 16'-8�" IL, �+ L. \ . I I WITH SHEATHING ALREADY ATTACHED. PROVIDE FOR rU VENTILATION. / 6'- " / 8'-1" / 4'-344" / 12' 43a" 5h"// \ U I I I \ 8. BETWEEN TRUSSES AT BEARING, PROVIDE SOLID BLOCK- 32'-0" /1'-6"/ _ \ 0 Z I ING (WITH VENT HOLES AT EXTERIOR WALLS). AT EACH / ■ \ DI I j END OF EACH TRUSS INSTALL SIMPSON H2.5(VERIFY) TRUSS PROFILE *10 11 0 0Itl I TO TOP PLATE, OR OTHER TRUSS, UNLESS TRUSS IS ON L r = Q 1 HANGERS. \ \ 0 wl aI I I I I 9. PROVIDE A BUILT-UP OR SOLID WOOD COLUMN BENEATH THE BEARING OF ALL GIRDER TRUSSES, ROOF BEAMS \ { I AND FLOOR BEAMS. \ V \ I \ \ I I 10. ALIGN STUD WALL FRAMING WITH SUPPORTED TRUSSES, 1_r RAFTERS AND JOISTS UNLESS NOTED OTHERWISE. \ \<i I I I VA II 11. PROVIDE CONTINUOUS RIDGE VENT. I \ I 12. SEE PLANS FOR HEADER SIZES. 12 4 - '-S hE A RING NI iii \ I 13. ATTIC ACCESS NOTE: PROVIDE MIN.22"x 30"ACCESS PANEL. SEE FLOOR PLANS FOR LOCATIONS. \ I yA\ • \ \ , 14. SEE PLANS FOR ROOF VENTING CALCULATIONS. 2 12 `� in {. �� 15. ALL EXTERIOR COLUMNS TO BE P.T. HF#2 MINIMUM UN- I lit N y/ OH. (TYP. U.N.O.J LESS NOTED OTHERWISE. ill a NOT •3 I RIDGE LINE ��Q/ 16. TRUSSES WITH BOTTOM CHORD SLOFE OF 2/12 OR LESS 4'-9" 12' 4�a" 2'-43/a" 5h" z 1 I4J WITH 30"HEADROOM ABOVE TO BE DESIGNED WITH 20 / / // S\ U PSF LIVE LOAD ON BOTTOM CHORD. 30I_ ice" ATTI• AGG= S I �A\ / BELL I-1 co ��,�\ 17. TRUSSES SHALL BE BRACED PER REQUIREMENTS OF THE u TRUSS SUPPLIER OR IN ACCORDANCE WITH BUILDING •/ Q Q I W I COMPLIANCE WITH SAFETY INFORMATION(BSCI-03)GUIDE TRUSS PROFILE #Q �\Q��, / ZO n 1 I 0 W / / I BRAC- ING OF ME TO ITAL PLATE-CONNECTED CE FOR HANDLING AND WOODTIRUSSESNG AND BRAC JJ / W j UI / I / N / =IS / I I II / cq / C - 12 Nev in 4'_g" DROP LEG PER PLAN CI I 12 • 1 2 0 I / I, 12'-4�a° / 2' 4�a 5y�,// Iltrlil'� ll 1 / / / TRUSS PROFILE #S 19 Ili w DS A • •. •05 n r g.U- ll- it / ,l1\ I W • CO COW W N1 tO r tn TRUSS NOTES : \ I. ENGINEERED MONO-TRUSSES • 24" O.C., SPAN 8'-O , IS TAIL 9- ENG D SCISSOR TRUSSES . 24" 0-C., SPAN 32-0 , CLIPPED STUART 3 • 30-0 , CLIP FOR HIP ROOF, IS" TAIL ONE END ONLY (SEE 2. ENG'D GIRDER TRUSS, SPAN 36'-O", CLIP FOR HIP ROOF. TRUSS PROFILE) LOWER LEVEL I8 TAILS FRAMING MING PLAN 10. ENG'D SCISSOR TRUSSES • 24" O.C., SPAN 32'-0", CLIP FOR ROOFf""! 3. ENG'D TRUSSES • 24" O.C., SPAN 36'-0" 18" TAILS HIP ROOF, IS" TAIL ONE END ONLY (SEE TRUSS PROFILE) SCALE: 1/4" = 11-0" 4. ENG'D GIRDER TRUSS, SPAN 36'-0", CLIP FOR HIP ROOF, II, ENG'D SCISSOR TRUSSES • 24" O.C., SPAN 32'-0", IS" TAILS ROOF FRAMING PLAN 18" TAIL ONE END ONLY EXCEPT ONE TRUSS W/ 18 TAIL ONE END ONLY (SEE TRUSS PROFILE) COASTAL 2 5. ENG'D TRUSSES • 24" O.C., SPAN 20'-0", IS" TAILS 12, FOR OPTIONAL DECK ROOF ONLY: ENG'D TRUSSES e 24" O.C., 6. ENG'D TRUSSES • 24" O.C., SPAN 30'-0", IS" TAILS SPAN 16'-5 I/2", 18" TAILS 1. ENG'D TRUSSES • 24" O.C., SPAN 30'-0", 18 TAIL ONE TRUSS HANGERS, CONNECTORS AND HURRICANE TIES TO BE SPECIFIED BY JOB NO: STUART LOWER LEVEL END ONLY TRUSS ENGINEER AND/OR MANUFACTURER, PLAN AND PROFILE SHOWN DESIGNED: LG ARE DESIGNER'S CONCEPT, VERIFY ANY CHANGES TO THIS PLAN WI 8. ENG'D. SCISSOR TRUSSES • 24" O.C., SPAN 30'-0", CLIP TRUSS ENGINEER AND/OR MANUFACTURER DRAWN: JR FOR HIP ROOF, 18" TAIL ONE END ONLY (SEE TRUSS DATE: 5/06/2019 PROFILE) SHEET A_4 • 1 WA la In ttttttttt I S SII iSSI GSM SIS LANDED GENTRY HOMES AND COMMUNITIES P.T. 6x12 WF"2 BEAM _i P.T. 2x1O DECK JSTS. a 16" O.C. ATTACH LEDGER TO END JST. W/ I/2" DIA. LAG SCREWS a 23" O.C. (2 ROWS STAGGERED) t _ I/2" (MAX.) SWIG. SEE R501.2 P.T 2x6 MUD SILL PER PROVIDE HOLD DOWN TENSION t TABLES R501.2 4 R501.2.1 4 �FDN. NOTE "I, SHT. A2.I DEVICE PER R501.2.4 4 FIGURE FIGURES R501.2.1(I) 4 R501.2.1(2) R501.2.3CU NOT LESS THAN (2) LOCATIONS PER DECK, WITHIN L IAJL JL JL JL JL JL JL JL JL _ L 2'-O" FROM EA. END OF DECK. �—��--- --_s__ -' _- =` ` EA. DEVICE SHALL HAVE 1,500" MN. STRESS CAPACITY PIS P.T. 2x6 MUD SILL PER FON. NOTE "I, SW. A2.1a.OBI , 2x6 STUD WALL FRAY.'ING ABy. FOUNDATION WALL-- i,l aii�r ®iirr i "tis-ia��- il!I (VERIFY ON�ITE) I( il • •F-L 2 F 00T. JOISTS e 16' O.G. 1.34" DEFL.) 2x6 STU r W•LL A ING I! AB . nUN.ATI•N W •LL (V I ON SI o 4xe HF"2 BEAM 1 2xle ,r•- • 'TS 16" O.0 OR ,► •- ••- •IS = e 6" •.C. JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL 4 ATTACH LEDGER TO FOUNDATION WALL W/ 1/2" DIA. x 6" BOLTS 2x1 SO-ID BLKG. BELOW (VERIFY) a 29" O.G. (2 ROWS BR CED WALL ABOVE STAGGERED) (SE SHi. A3.4 t DET. "2, SH ET A2.2) i' M �— es , OV LAP FLR. JETS. 3" a WA L/BEAM BEARING 4 _ NAI TOGETHER W/ (°)lOd E sM NAI S PER IRC R5O26.1 �� TY ICAL I CR•WI_ ,-PA E ACCESS LO" ATI•N BULDER) • - • ., 10 ('DF-L"2 FLOOR JOISTS a 16' O.0. (.38" D EFL.. • - 2x • D L LR. JST-. a -" •.C. JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL (JL JL J — ATTACH LEDGER TO FOUNJDATION WALL W/ 1/2" DIA. x 6" BOLTS (VERIFY) a 24" O.C. (2 ROWS STAGGERED) I I STUART 3 LOWER FLOOR FRAMING FLAN LOWER LEVEL SCALE: I/4" = 1I-0" LOWER FLOOR FRAMING PLAN COASTAL 1 & 2 JOB NO: STUART LOWER LEVEL DESIGNED: LG DRAWN: JR DATE: 5/07/2019 SHEET A-4 . 2 WA II •n• all 1111 111111 12 Sli 4 ��1--`` LANDED GENTRY HOMES AND COMMUNITIES e e e e e e e e e e e e e e e 6 ■ ■ ■ Y ■ ■ ■ ■ ■ ■ A iR, -ENG'D. TRUSSES e 24" O.G. _5/8" TYPE "X" GYP. �6xIO 1-1F*2 SEAM BOARD (TYPICAL) 1/2" BLANK PANEL SOFFIT 2x4 STUDS 6 16" O.C. W/ 1/2" GYP. BOARD (VERIFY W/ BUILDER) - I/2" GYP. BD. EA. SIDE 2x6 STUDS 9 16" O.G. �. 3/4" T 4 G PLYWD. SWIG, (VERIFY) P.T. 2x10 LEDGER 2x12 BLKG. ON 2x12 FLOOR JOISTS PER FLOOR (MIN.) PER FLOOR DECK RAILING PER FRAMING PLAN FRAMING PLAN BUILDER (TYPICAL) 1 V I v DECK TRIM PER BLDR. APPROX. FINISHED i i „� �I (TYPICAL) GRADE 'A •A 11�ii, t ° ° 1/2" GYP. BOARD - _2x4 STUDS a 16" O.C. WI off°° °° �/ 1/2" GYP. BD. EA. SIDE CONC. FOUNDATION WALL "A "A PER FDN. PLAN 4 RETAINING 2x6 STUDS a I6" O.G. W/ 5/4x4 CEDAR DKG. (OR EQ.) �' 3/4" T 4 G PLYWD. SWIG. (VERIFY) WALL DETAILS ON SW. A2.3 °, °• I/2" GYP. SD. ONE SIDE �, - ON P.T. 2x10 DECK JOISTS ° U�1 ,•° - ON 2x1O FLOOR JOISTS PER FLOOR ® 16" O.C. (TYPICAL) t. �lll1 FRAMING PLAN 1/4 �11=111` °,_ 2x10 LEDGER (MIN.) APPROX. EXISTING 1IV° a Av.: 1 '° PER LOWER FLOOR GRADE FRAMING PLAN 2x12 BLOCKING ly- iv. ,_ Ls o CONC. FOOTING PER FDN. °° PLAN 4 RETAINING WALL — 2x6 STUDS �� P.T. 6xIO BEAM (TYP.) DETAILS ON SNT. A2.3 _ CONG. FOUNDATION WALL ~ 0 16" O.C. A e I�I�u�lt �11 II-1 PER FDN. PLAN 4 RETAINING ®i ° a 4,° ,6,° 1 �� / ° WAtL-PETAILS ON SHT. A2.3 — , ° Not.,,,___ P.T. 6x6 OR CEDAR a! 4x8 I-IF*2 BEAM ON 4x4 POST / _ _ POST - VERIFY (TYP.) ON CONC. PAD. FOOTING PER / — ° \ — ;o r 12" DIA. SONO TUBE FOUNDATION PLAN '° (IF NEEDED - VERIFY 6 MIL. VAPOR BARRIER 11--S11t-11 WIG n a — P ON-SITE) ON CONC. THROUGH-OUT "'?Cl� PAD FTC. PER FDN. ° - PLAN 'BUILDING`lG SECTION a STUDY/KITC1"1E N/LI X I G/FAMIL I CONC. FOOTING PER FDN. - PLAN 4 RETAINING WALL SCALE: 1/4" = 1'-0" DETAILS ON SHT. A2.3 12 4 1/2" PLYWD. OR 1/16" 0513 12 I/2" PLYWD. OR 1/16" OSB TRUSSES 24" O.C. SHEATHING ON ENG'D. \ 4 \` SHEATHING ON ENG'D. TRUSSES • 24" O.C. 2x4 VENTED ELKG. 2x4 VENTED BLKG.� mi.. " I 2x6 FASCIA I 1/2" BLANK PANEL SOFFIT 1 I ii. 5/8" TYPE "X" GYP. - 2x6 FASCIA I I (VERIFY W/ BUILDER) 1 I 5 I/SXIS GLIB24F-V4 DF/DF - BOARD l7YPICAI I I I (TYPICAL) 1 1/2" HIGH-DENSITY OR I I -6x8 HF*2 BEAM I I 5/8" TYPE "X" GYP. BD.- --41/4 ,fr/ -I/2" GYP. BOARD 2x6 STUDS 16" O.C. P.T. 6x6 OR CEDAR POST /1 I I I • GARAGE SRC. WALLS (VERIFY) WRAPPED PER- I I I - 2x6 STUDS I I BUILDER (TYPICAL) I I �� a 16" O.C. „ 11 11 3/4 T 4 G PLYWD. SWIG. (VERIFY) I I 4" CONG. SLAB PER I I 4" CONC. SLAB PER FDN. I I r FOUNDATION PLAN I I -PLAN TO SLOPE I/8" PLF ON 2x12 FLOOR JOISTS PER FLOOR I II II I TOWARD GARAGE DOOR FRAMING PLAN II�11i11 ° _ 1 ( 1IC�111 IIlfk�ll�l n A A n .+ ° A I I ° ° ° �1�1�I1�Il CONG. FOUNDATION WALL I I " BEYOND PER FDN. PLAN 4 I I °° RETAINING WALL DETAILS I CONC. FOUNDATION WALL 1'° 2x6 STUDS e ON SHT. A2.3 I PER FDN. PLAN 4 I WALL DETAILS ON SHT RETAINING A2 3G o 1/2" GYP W/ 'BUILDING SECTION a FRONT PORCI-1 I-1 — _ a ONE SIDE SCALE: 1/4" = I'-O" _ — 'A 2x10 LEDGER (MIN.) 3/4" T 4 G PLYWD. SNTG. (VERIFY) STUART 3 i ° a „° _ PER LOWER FLOOR / --ON 2x10 FLOOR JOISTS PER FLOOR GONG. FOOTING PER FDN. — -- °° FRAMING PLAN '// FRAMING PLAN LOWER LEVEL PLAN 4 RETAINING WALL — ° DETAILS ON SH _T. A2.3 GONG. FOOTING PER FDN. _ °° 1 PLAN 4 RETAINING WALL -- - o v:,__ .0 BUILDING DETAILS ON SHT. A2.3 ° I( 1411=1(1 ° v SECTIONS �•o 1.1o•o °o . ° CONC. FOUNDATION WALL COASTAL 2 o �� PER FDN. PLAN 4 RETAINING a ' • WALL DETAILS ON SHt, A2.3 JOB NO: STUART LOWER LEVEL CONC. FOOTING PER FDN. DESIGNED: LG LAN 4 RETAINING WALL DETAILS ON SHT. 42.3 DRAWN: JR DATE: 5/06/2019 'BUILDING SECTION 6 GARAGE/MSTR ATI-I/ 3 RM. *3 SHEET SCALE: 1/4" = 1'-0' A- 5 . 1 WA - r Mee SP 4!_ ll a a 1 SIMPSON FLOOR SHEATHING ► ' @ as" A35 LANDED GENTRY ;.:♦:,T SIDING PER ELEVATION J -al .♦, ,11 HOMES AND COMMUNITIES WALL SHEATHING IVI 2x TREADS 4 . __ 10"MIN I 3/4"PLYWOOD RISERS �♦�♦�, � �� 3/4"PLYWOOD RISERS � STWIRNTH (GER2) BRING-SHANK NAILS AT EACH STAIR HEADER PER PLAN ���' WITH (2) 16d RING-CAULKING SHANK NAILS @EACH u__R-10 INSULATION ����� STAIR STRINGER'�`�,�, METAL'Z'FLASHING WOOD BEAM 2x12 STRINGER(MIN.)5/4"WINDOW TRIM(FRONT VINYL WINDOW FRAME @24"O.C. (MAX.) 2x TREADS i : I &BACK ELEVATIONS ONLY) 2x12 STRINGER(MIN.) III III I i \\ iii � � • IIII / �\\\�1 @ 24"O.C. (MAX.)� WINDOW FLANGE i WINDOW FLANGE /♦♦, 'rn I. III 3-16d NAILS III I ► ' III i ( 5/4"WINDOW TRIM (FRONT 111 ; ` Imo- &BACK ELEVATIONS ONLY) 2x STUDS(PER PLAN) ilfilliab,A N H5'S AT 32" O CP SOTUD TO STRINGER @ 16"O.C. O VINYL WINDOW FRAME �� WALL SHEATHING \I 3 STAIR DETAIL STUD WALL i STAIR DETAIL NOTE: RISER HEIGHT 7 3/4"(MAX.)&TREAD WIDTH 10"(MIN.) N.T.S. n s_ SIDING OR BATTS TYPICAL. FINISHED NOSING PROJECTION SHALL NOT BE LESS THAN 3/4"AND NOT MORE THAN 1 1/4" J ® WINDOWHEADER C2. WINDOW SILL SCALE 3" = 1 0 SCALE 3" = 1'-0" COMPOSITION ROOFING (VERIFY TYPE WINDOW WEATHER STRIPPING W/ BUILDER) ON 30* BUILDING PAPER 12 1. INSTALL BUILDING WRAP PER MANUFACTURERS ON I/2" PLWD, OR 1/16" OSB SHEATHING ROOF PITCH INSTRUCTIONS WRAPPING INTO OPENING. PER ELEVATIONS (VERIFY) ON ENGINEERED TRUSSES m 2. INSTALL 6"SELF ADHESIVE FLASHING TAPE AT SILL BENDING INTO OPENING 2-1/2"OVER 45° BOTTOM 24" O.C. CORNER PIECES OR PLASTIC CORNERS. 3. INSTALL WINDOW PER MANUFACTURERS 2x4 SCREENED/VENTED BLOCKING RECOMMENDATIONS&BEDDED IN CAULK. 4. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE OVER JAMB FLANGE EXTENDING PAST HEAD MIN.2 1/2"&OVER DE . „ TYPE-X OR I/2„ HIGH-DENSITY GWB TYP. 5. INSTALL 4"WIDEE SL SELFLF ADHESIVE FLASHING TAPE 5/4x6 SIS2E CEDAR OR PRIMED 5/8 zo OVER HEAD FLANGE LAPPING OVER JAMB TAPES. SPRUCE FASCIA (VERIFY W/ BUILDER) CEILINGS WHERE FRAMING EXCEEDS 16" O,G, < SEEpion HEADE PLAN(S) 6. INSTALL WALL BATTS OR SIDING AND (5/8" TYPE-X GWS TYPICAL GARAGE CLG.) '�" WINDOW TRIM. INSTALL METAL"Z"FLASHING OVER y TOP OF TRIM.* (2)2x6 TOP PLATE (LAP SPLICES 7. CAULK BOTTOM, SIDE,&HEAD TRIM TO WINDOW FRAME 48" MINIMUM) AND SIDING. * FLASHING TO BE UNDER BUILDING PAPER CONTINUING < UPWARD. w a < r x 0 1/2" GYPSUM WALLBOARD TYPICAL 0 2 WALLS UNLESS OTHERWISE NOTED iO a 0 2 12 z ROOF PITCH COMPOSITION ROOFING (VERIFY TYPE PER ELEVATIONS W/ BUILDER) ON 30* BUILDING PAPER 2x6 PLATE 3/4" T 4 G PLYWOOD OR OSB SHEATHING ON 1/2" FWD, OR 1/16" 05E3 SHEATHING w (VERIFY) ON ENGINEERED TRUSSES e (VERIFY) ON 2x FLOOR JOISTS (SIZE, SPACING a 24" O,G, 4 GRADE PER FLOOR FRAMING PLAN) = 5/4x6 5152E PRIMED SPRUCE `0 2x RIM JOIST (MATCH JOIST DEPTH) 5/8 TYPE-X OR I/2" HIGH-DENSITY GWB TYP. FASCIA (VERIFY W/ BUILDER) 10EILINGS WHERE FRAMING EXCEEDS 16" O.C. (5/8 TYPE-X GWB TYPICAL GARAGE CLG,) 2x4 SCREENED/VENTED BLOCKING (2)2x6 TOP PLATE (LAP SPLICES 8'-1 1/8" TYPICAL WALL1/2 GWB TYP. CLGS, WHERE FRAMING (2)2x6 TOP PLATE (LAP SPLICES SCALE 1/2"= 1'-0" TYPICAL UPPER LEVEL 48" MINIMUM) IS 16" O.C. OR LESS 48" MINIMUM) 2x6 STUDS e 16" 0,G. -.6 1/2" GYPSUM WALLBOARD TYPICAL 2x6 STUDS e 16" O.C. -s I/2" CDX PLYWOOD OR 1/16" 0815 WALLS UNLESS OTHERWISE NOTED SEE FLOOR PLAN(S) SHEATHING (PER BUILDER) FOR HEADER SIZES s / W/ SIDING PER ELEVATIONS „ 1/2 CDX PLYWOOD OR 1/16 05B ii __ /.4 SHEATHING (PER BUILDER) W/ SIDING PER ELEVATIONS cN w 2x10 RIM JOIST (VERIFY W/ BUILDER) Er 2x6 PLATE 0 P.T. 2x6 PLATE WI 1/2" DIA. x 10" ANCHOR BOLT 4 3"x3"x1/4" PLAT0 3/4" T 4 G PLYWOOD OR OSB SHEATHING z WASHER 48" O.C. (VERIFY) ON 2x FLOOR JOISTS (SIZE, SPACING P.T. PLATE W/ ANCHOR BOLT ° 4 GRADE PER FLOOR FRAMING PLAN) PER NOTE "I ON SHEET A-2.1 g ...-.4 4" CONIC, SLAB PER ,, M y FOUNDATION PLAN STUART 3 6" CONCRETE FOUNDATION WALL W/ ! W 11 6 CONCRETE FOUNDATION WALL W/ a a 14' REBAR PER FDN. PLAN NOTES, - --_�. .:�II�II n non I ` '4'1 �,.y,i�nIIII LOWER LEVEL REBAR PER FDN, PLAN, R403,1,3.1 4 = I� T� = I "� _ _ _ �n > 4x HF•2 BEAM (PER FDN. OR FRAMING PLAN) ON R403,L3,1 4 IRC TABLES 404.1.2(1) - IRC TABLES FDN. - 403.I. , FOR �c5,. r 404.1,2(8), FOR FDN, WALLS TALLER ▪�' R-IO RIGID INSULATION SLAB w FDN, WALLS TALLER THAN 48", USE *4 4x4 POST (4x6 POST o SPLICE) ON 90 FELT (OR .•- ° 'a SIMILAR) ON PAD FTC. PER FOUNDATION PLAN THAN 48", USE *4 VERTICAL REBAR • �Vo PERIMETER (IF APPLICABLE) > VERTICAL REBAR W/ 3 NOOK INTO o 3" ;' W/ HOOK INTO FOOTING e 48 O,C, , FOOTING m 48" O.G. _ = _ WALL DETAILS w CONCRETE FOOTING 4 REBAR I CONCRETE FOOTING 4 REBAR PER FDN. PLAN 4 PERFORATED DRAIN IN PER FDN, PLAN 4 NOTES ON I N 4 PERFORATED DRAIN IN SHT. A-2,1) FREE-DRAINING GRAVEL BASE 4 NOTES ON SHEET A-2.1) FREE-DRAINING GRAVEL BASE 9'-1 1/8" TYPICAL WALL TYPICAL WALL DETAIL TYPICAL WALL DETAIL JOB NO: STUARTLOWERLEVEL SCALE 1/2"= 1'-0" TYPICAL MAIN LEVEL SCALE: I/2" = I'-0" SCALE: I/2" = II-0" DESIGNED: LG NOTE: THIS DETAIL REPRESENTS GENERAL SINGLE-STORY WALL NOTE: THIS DETAIL REPRESENTS GENERAL 2-STORY AND DAYLIGHT DRAWN SD/JR/BJ CONSTRUCTION PRACTICES. VERIFY SPECIFIC MATERIALS AND BASEMENT WALL CONSTRUCTION PRACTICES. VERIFY SPECIFIC DATE: 4/16/2019 STRUCTURAL SIZES WI FOUNDATION PLANS, FLOOR PLANS, FLOOR MATERIALS AND STRUCTURAL SIZES WI FOUNDATION PLAN, FLOOR SHEET 4 ROOF FRAMING PLANS, ELEVATIONS AND BUILDING SECTIONS) PLANS, FLOOR 4 ROOF FRAMING PLANS, ELEVATIONS AND BUILDING SECTIONS) A_ 5 . 2 WA en aliMI 4111 a 4! el 2x TRIM W/ I/2" n4 i ' CHAMFER A SHEATHING TOP EDGE PER PLAN LANDED GENTRY SIDING PER HOMES AND COMMUNITIES PLAN /f-k) DETAILDECORATIVE GABLE SCALE: 3/4 = I -0 VENT PER BLDR. COMPOSITION ROOFING (VERIFY SHINGLE SIDING (VERIFY TYPE 4 COLOR W/ BUILDER) TYPE W/ BUILDER) 12 - - - - � r��,_ 5/4x8 SIS2E PRIMED SPRUCE SIDING PER KEYSTONE PER BUILDER - 4 �slirt' r_I �1 1\�� BARGE BOARD W/ Ix4 TRIM PLAN ���_ +rl ® u rr�1�.'.� A TOP EDGE (TYPICAL) 5/4x6 SIS2E PRIMED SPRUCE is PRIMED SPRUCE G.I. FLASHING FASCIA W/ 5" CONT. PAINTED - '— ad � 1i1��'••+1 1\�� 2x10 TRIM BOARD W/ I/2" CAP (OR EQ.) METAL GUTTER (TYPICAL) !! ��rrrrrr■fir■r■rrrrrrrrl\, `4rrrrrrrrrrrrrr\s_ CHAMFER 9 TOP EDGE MASTIC-APPLIED SHEATHING WALL MOUNTED LIGHT EACH `� (SEE DET "A" THIS SWEET) STONE VENEER PER PLAN SIDE OF GARAGE DOOR 4 AT - I 1 PER PLAN ENTRY (3 PLACES TYPICAL) 5/4x6 DOOR/WINDOW TRIM __ _. I W/ 2x2 ASV, m TOP; 5/4x4 PROVIDE PRIMED SPRUCE ■■ ■■ ■■ ■■ — DOOR/WDW. TRIM o SIDES; D TAIL CAP (OR EQJ ATOP VENEER _ ■■ ■■ ■■ ■■ 2x SILL W/ 5/4x4 TRIM BELOW 1 (G.I. FLASHING ABOVE, 7YP.J * BOTTOM (FRONT 4 BACK Epp> •04/ SCALE: 3/4" = I'-0" SEE DETAIL "B" THIS SWEET `- _ ELEVATIONS 4 FACING PUBLIC _ RIGHT OF WAY), SEE DETAIL PANELED/DECORATIVE I f 4 ti GARAGE DR, W/ GLAZING "� I I "C" THIS SWEET T u _r_ — PLANTER BOX PER BUILDER MASTIC-APPLIED STONE 1 (TYPICAL) SIDING PER VENEER (VERIFY TYPE, i d PLAN COLOR 4 LOCATION W/ LAP SIDING W/ 6 EXPOSURE BUILDER) (VERIFY TYPE W/ BUILDER) G,I, FLASHING RAILING PER BUILDER 2x2 CROWN 5/4x4 CORNER TRIM (TYP.) 5/4x6 TRIM 44 TOP FRONT ELEVATION I EV /� TIO�l P,T. 6x6 POST (WRAPPED PER BLDR.) 5/4x4 (MIN,) TRIM 4... 7C tt 1 �1 - W/ 16" x 16" MASTIC-APPLIED STONE o SIDES SCALE: 1/4" = 1I-0 VENEER COLUMN BELOW (3 TYPICAL) 2x SILL SLOPED 6 I/4" PLF (OR TRIM) CAULK m EDGE 5/4x4 TRIM e BOT, SHEATHING PER PLAN (C DETAIL 2 SCALE: 3/4" = I'-0" BUILDING HEIGHT _ _ _ _ _ _ �f � _ I MAIN FLR. PLT. MGT. _ --_ — _MAIN FLR, PLT. HGT, - - - - - - P.T. OR CEDAR 6x6_ POST TYP. (VERIFY) �, l n �' F 7 \ T i -• 1 -, I r RAILING PER BLDR.- --y il N (TYPICAL) ci MAIN FLOOR LEVEL - F MAIN FLOOR LEVEL " LOWER FLR. PLT, HGT_ SLAB - — - — - — - OPTIONAL DOOR LEVEL A DECK TRIM PER (VERIFY W/ BLDR.) GARAGE DR. BUILDER (TIP.) - (VERIFY) 2x10 BELLY BAND W/ I/2" " " " " CHAMFER e TOP EDGE — .* (TYPICAL) m — Pr STUART 3 LOWER FLOOR LEVEL - " LOWER LEVEL AVERAGE EXISTING GRADE `_ " FRONT & LEFT ELEVATION APPROXIMATE FINISHED GRADE- — " COASTAL 2 LEFT ELEVATION JOB NO: STUART LOWER LEVEL APPROXIMATE EXISTING GRADE -Thai,„ - SCALE: 1/4" = 1'-O" DESIGNED: LG DRAWN: JR DATE: 5/06/2019 SHEET A-6 . 1 WA aiMi MIIMM LANDED GENTRY HOMES AND COMMUNITIES .�/ar■r�L — �r■r�1\ '01\■■rr■■rr1rrr11■r .1 ���r�rr,�rr�rrrr�rrrr\rr■\�rrr rrrrr1111MINrrrridid r■err\._ ` minim MIN a . NEI - „ _ _ _i L _ __ _ J 1 = S _ _ _ SACK ELEVATION SCALE: I/4" = IY BUILDING HEIGHT v m ( 1 - rI _- - - _ - _ - - - _ - � _ _ - - - AVERAGE ORIGINAL GRADE _ � STUART 3 - - LOWER LEVEL - - - - _ _ _ _ BACK & RIGHT ELEVATION RIGHT ELEVATION APPROXIMATE ORIGINAL GRADE COASTAL 2 SCALE: 1/4" = 1'-0" APPROXIMATE FINISHED GRADE JOB NO: STUART LOWER LEVEL DESIGNED: LG DRAWN: JR DATE: 5/06/2019 SHEET A-6 . 2 WA GENERAL NOTES . FLOOR FRAMIN (CONY DJ: PLUMBING (CONYI DJ: IMIMO ea IDD ai SITE PREPARATION: 53. JOISTS, RAFTERS AND TRUSSES MUST BE SUPPORTED TO PREVENT ROTATION BY INSTALLING SOLID BLOCKING AT EACH 109, ALL PLUMBING FIXTURES, INCLUDING TOILETS, SHALL BE CAULKED OR SEALED AT THEIR BASE [ UPC SEC. 401.2 I DainD BEARING POINT OR AS REQ'D BY MANUFACTURER [ IRC SEC. 502.1 1 T A �T Lam, D GENTRY N T R `T 110. ALL WATER LINES TO BE PROTECTED FROM FREEZING. IF WATER LINES ARE NOT LOCATED COMPLETELY BETWEEN LANDED 1 I. BEFORE STARTING ANY SITEWORK CALL I-800-424-5555 TO HAVE UNDERGROUND UTILITIES LOCATED 54. BEARING PARTITIONS PERPENDICULAR TO JOISTS MUST NOT BE OFFSET FROM SUPPORT BY MORE THAN THE DEPTH OF HEATED SPACE AND INSULATION PROVIDE MIN. R-3 INSULATION WHERE REQUIRED TO ASSURE PIPES ARE PROTEC- THE JOISTS. AT MINIMUM DOUBLE JOISTS ARE REQD UNDER PARALLEL BEARING PARTITIONS. JOISTS FRAMED INTO TED FROM FREEZING HOMES AND COMMUNITIES 2, ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE GROUND TO A DEPTH OF 12 IN THE AREA OCCUPIED BY THE SIDES OF BEAMS MUST BE SUPPORTED BY JOIST HANGERS OR LEDGER STRIPS I IRC SEC. 502.4 1 BUILDING. NO EXCAVATED MATERIAL IS TO BE USED FOR BACKFILL UNDER ANY CONCRETE WITHOUT APPROVAL OF THE MECHANICAL: BUILDING OFFICIAL. ALL FILL UNDER CONCRETE TO BE STRUCTURAL AND SHALL BE COMPACTED TO 95% 55. IN FLOOR CONSTRUCTION JOISTS AND BEAMS MUST HAVE NO LESS THAN 1 1/2" OF BEARING ON WOOD OR METAL AND NO LESS THAN 3" BEARING ON CONCRETE [ IRC SEC. 502.6 1 BEAMS AND JOISTS: 121. NO MECHANICAL SYSTEM OR EQUIPMENT REGULATED BY THIS CODE MAY BE CONNECTED TO FUEL SOURCE UNTIL 56. ALL PLYWOOD OR OSB SUBFLOORING IS TO BE GLUED TO THE SUPPORTING FRAMING MEMBERS. GLUE 15 TO BE APPLIED APPROVED BY THE BUILDING OFFICIAL I IRC SEC. 111.1 / NFPA 541.1.1.1 1 IN STRICT CONFORMANCE WITH MANUFACTURERS DIRECTIONS 21, DIMENSIONAL LUMBER TO BE HEM-FIR •2 TYP. (U.N.O.), UNLESS NOTED OTHERWISE USE 4x6 HF'2 HEADER IN EXTERIOR 122. GAS PIPING SHALL BE TESTED AT A MINIMUM PRESSURE OF 3 PSI. GAUGES USED FOR TESTING MUST HAVE AN WALLS ABOVE DOORS AND WINDOWS (SEE DETAIL 'G' ON SHEET A5.1). NOTE: HEARTWOOD BEAMS ARE NOT TO BE USED ROOF FRAMING: UPPER RANGE OF NOT MORE THAN 5 TIMES THE TEST PRESSURE I IRC SEC. G2411 / NFPA 54 1 W/ 4x DEPTH. BEAMS AND HEADERS TO HAVE I I/2 MIN. BEARING TYP. U.N.O. BEAMS SHOWN ARE MINIMUM REQ'D OR BETTER--SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION. CHANGES TO PLAN MADE DURING CON- 123. CLOTHES DRYER DUCTS SHALL BE CONSTRUCTED OF MINIMUM 0.016" THICK RIGID METAL HAVING SMOOTH INTER- STRUCTION SHOULD BE VERIFIED W/ DESIGNER SINCE ALL STRUCTURAL MEMBERS ARE SIZED FOR THEIR SPECIFIC 61. PLYWOOD ROOF SHEATHING IF EXPOSED ON THE UNDERSIDE MUST BE EXTERIOR GRADE AND IDENTIFIED AS EXPOSURE I IOR FINISHES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. NO SCREWS SHALL BE USED. TRANSITION LOCATION 4 LOADS [ IRC SEC. 803.2,I.1 ] DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION AND BE NO MORE THAN 12" IN LENGTH. DUCT SIZE MIN. 4" DIAMETER (OR AS REQ'D BY DRYER LISTING 4 PER MANUFACTURER INSTALLATION INSTRUCTIONS). DUCT SHALL 22. WOOD JOISTS CLOSER THAN 18" OR WOOD BEAMS CLOSER THAN 12" TO THE GROUND MUST BE OF TREATED WOOD OR TERMINATE AT OUTSIDE OF BUILDING WITH TERMINATION PER DRYER MFR. SPECIFICATIONS. TERMINATE MIN. 3 FEET WOOD OF NATURAL RESISTANCE TO DECAY I IRC SEC. 311.1 ] 62. PROTECTEDENCLOSED ATTIC 4 T THEEE SPACES MUST HAVE CROSS-VENTILATION FOR EACH SEPARATE SPACE VENT OPENINGS AGAINST ENTRANCE OF RAIN OR SNOW. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS FROM ANY OPENINGS INTO BUILDING, DUCT SHALL HAVE BACKDRAFT DAMPER AND SHALL NOT BE SCREENED. THAN I/15O OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PER- MAXIMIM DUCT LENGTH SHALL BE 35 FEET AND SHALL BE REDUCED IN ACCORDANCE WITH IRC TABLE G2439.1.4.1. 23. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY OR EARTH MUST BE PRESSURE-TREATED WOOD OR FOUNDATION- MITTED PROVIDED THAT AT LEAST 50% AND NOT MORE THAN 80% OF THE REQD VENTILATING AREA IS PROVIDED BY DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF OTHER SYSTEMS GRADE CEDAR OR REDWOOD AND MARKED BY AN APPROVED AGENCY. CUT ENDS OF TREATED POSTS MUST BE VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABV. THE EAVE OR RE-TREATED OR BE PROVIDED WITH PROTECTION FROM CONTACT WITH CONCRETE [ IRC SEC. 311.1 ] CORNICE VENTS I IRC SEC. 806.2 L THE OPENINGS MUST BE COVERED WITH A CORROSION-RESISTANT I/4" MESH SCREEN 124. WHOLE-HOUSE EXHAUST FAN (VERIFY W/ HVAC CONTRACTOR) TO HAVE A SONE RATING OF 1.5 OR LESS 4 BE WIRED TO A TIMER OR DEHUMIDISTAT. VERIFY PROPER INSTALLATION OF BAFFLES TO MAINTAIN REQ'D VENT OPENINGS IN 24. PRESSURE-TREATED WOOD SHALL BE USED FOR THOSE PORTIONS OF WOOD MEMBERS WHICH FORM THE STRUCTURAL 63, AN INSULATION DAM MUST BE PROVIDED AT THE ATTIC ACCESS OPNG. WHEN USING BLOWN-IN INSULATION CEILING. IF FRESH AIR SYSTEM IS INSTALLED CONNECT TO RETURN AIR WITHIN FOUR FEET OF THE AIR HANDLING UNIT. SUPPORT OF BUILDINGS, BALCONIES, PORCHES, ETC. WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT PROVIDE OUTDOOR INTAKE DUCT WITH DAMPER TO LIMIT AIR FLOW TO 145 CFM UNDER NORMAL OPERATING CONDI- ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING. SUCH MEMBERS MAY INCLUDE 64, TRUSSES MUST BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH ANSI/TPI 1 STANDARDS TIONS. UNDERCUT INTERIOR DOORS TO ALLOW AIR MOVEMENT BEAMS, JOISTS 4 DECKING, POSTS, POLES 4 COLUMNS [ IRC SEC. 311.1.3 I I IRC SEC. 802.10,2 1 125. EXHAUST FAN LOCATIONS 4 SIZES REQUIRED TO COMPLY WITH THE 2015 WASHINGTON STATE VENTILATION 4 INDOOR 25, ENDS OF BEAMS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WITH A MINIMUM AIR SPACE OF I/2" 65. TRUSS BRACING MUST BE PROVIDED TO PREVENT LATERAL ROTATION AND PROVIDE LATERAL STABILITY IN ACCOR- AIR QUALITY (VIAQ) CODE ARE AS FOLLOWS: AT TOPS, SIDES AND ENDS I IRC SEC. 311.11 DANCE WITH THE INDIVIDUAL TRUSS DESIGN DRAWINGS I IRC SEC. 802.10.3 1 KITCHEN: 100 CFM (RANGE HOOD ACCEPTABLE) LAUNDRY: 50 CFM MIN, 26, STRUCTURAL EXTERIOR POSTS, BEAMS, JOISTS AND DECKING TO BE CEDAR OR TREATED MATERIAL [ IRC SEC. 311 1 66. TRUSS MEMBERS MUST NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE BATHROOMS: 50 CFM MIN. APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. ALTERATIONS RESULTING IN THE ADDITION OF LOADS THAT NOTE: ALL EXHAUST FANS ON 20-MINUTE TIMER. EXHAUST FANS TO VENT TO OUTSIDE AIR NO CLOSER THAN 3 FEET 21. FASTENERS FOR PRESSURE-TREATED AND FIRE-RETARDANT WOOD MUST BE OF HOT-DIPPED GALVANIZED STEEL, STAIN- EXCEED THE DESIGN LOAD FOR THE TRUSS WILL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPA- FROM ANY OPENING LESS STEEL OR COPPER (EXCEPTION: I/2" DIA, OR GREATER STEEL BOLTS) [ IRC SEC. 311,3,1 I BLE OF SUPPORTING SUCH ADDITIONAL LOADING I IRC SEC, 802,10.4 1 126. ALL GAS COMBUSTION APPLIANCES (EXCEPT KITCHEN RANGE 4 CLOTHES DRYER) TO HAVE COMBUSTION AIR DUCTED 28. PORTIONS OF GLUE-LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE 61. TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR LOAD WHERE CONDITIONS IN TABLE R3O1.5 ARE PRESENT (TRUSS DIRECTLY TO THEM (VERIFY W/ HVAC CONTRACTOR) AND ARE EXPOSED TO THE WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING ENGINEER AND/OR MANUFACTURER TO VERIFY) I I I SHALL BEB W PRESSURE-TREATED WITH PRESERVATIVE OR E MANUFACTURED FROM NATURAL DURABLE WOOD I IRC SEC. ASI-IINGTON STATE ENERGY CODE COMPLIANCE: WALL I 311,1,5 1 EXTERIOR SWELL: WALL FRAMING: (IN GENERAL MIN. REQ'MENTS PER IRC CHAPTER 6, AS DEFINED HEREIN OR SHOWN ON DRAWINGS) 131. COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE IS AS FOLLOWS: FLOOR: R-30 11. FLASH AND COUNTER-FLASH ALL EXTERIOR OPENINGS AS REQUIRED TO MAKE THEM WEATHERPROOF. INSTALLATION WALLS: R-21 31. FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS B 16" O.G. TYPICAL. FRAME UPPER FLOOR EXTERIOR WALLS INSTRUCTIONS SHALL BE PROVIDED FOR EACH WINDOW BY THE MANUFACTURER FLAT CEILING: R-49 (R-38 ALLOWED IF INSULATION DEPTH MAINTAINED TO OUTSIDE FACE OF EXTERIOR WALL) W/ 92 5/8" 2x6 STUDS 6 16" O.C. TYP. (VERIFY EXTERIOR SHEATHING TYPE W/ BUILDER). FRAME MAIN FLOOR INTERIOR VAULTED CEILING: R-38 WALLS W/ 102 5/8" 2x STUDS (PER PLAN) ® 16" O.G. W/ 1/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL UNLESS NOTED 12. ALL EXTERIOR TRIM AND SIDING JOINTS TO BE AS SHOWN ON THE ELEVATIONS. WHERE TWO BOARDS BUTT END TO END, DOORS: U•.200 MAXIMUM (VERIFY WEATHERSTRIP IS INSTALLED) OTHERWISE BY BUILDER. FRAME UPPER FLOOR INTERIOR WALLS W/ 92 5/8" 2x4 STUDS 4i 16" O.C. W/ I/2" GWB BOTH SIDES SIDING OR TRIM PROVIDE A 15-DEGREE (MINIMUM) BEVEL ON ENDS OF JOINING BOARDS. FLASH CONTINUOUS ABOVE WINDOWS: LL=.300 MAX. TYP. (U.N.O.), FRAME GARAGE WALLS W/ 104 5/8" 2x STUDS (PER PLAN) ® 16" O.C. ANGLED WALLS TO BE 45 DEGREES ALL PROJECTING WOOD TRIM I IRC SEC, 103.4 1 SKYLIGHTS: U•,500 MAX, TYP. UNLESS NOTED OTHERWISE IF ADDITIONAL ENERGY EFFICIENCY CREDITS REQUIRED BY BUILDING DEPARTMENT OF JURISDICTION TO COMPLY WITH 32. STUDS PARTITIONS CONTAINING PLUMBING, HEATING OR OTHER PIPES SHALL BE SO FRAMED AND THE JOIST BELOW SO SAFETY: WSEC SECTION R406 REFER TO GENERAL NOTES ON SHEET A-3.1 FOR COMPLIANCE OPTIONS CHOSEN BY BUILDER, WATER LINES IN UNHEATED AREAS TO BE INSULATED TO R-3. HEAT DUCTS TO BE R-8 MIN. 4 EXHAUST DUCTS MIN. R-4 SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING. WHERE A PARTITION CONTAINING SUCH PIPING RUNS PARALLEL TO THE FLOOR JOISTS THE JOISTS UNDERNEATH SUCH PARTITION SHALL BE DOUBLED AND SPACED TO PERMIT 81. EVERY DWELLING MUST HAVE ITS ADDRESS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET I IRC SEC. 319.1 1 AROUNDOU JOINTS,IRIG 4 PIPES AND BOOTS).SP BEHINDH INSULATION IS SHOWERS. INSULATELD ALLITIONS, IN CORNERS,S/HT HED WIRING t AND IN SPACES BATHTUBS 4 SHOWERS. ALL ACCESS DOORS/HATCHES TO PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED. WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR CRAWLSPACES/ATTICS TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING THROUGH WHICH THEY PARTLY IN A PARTITION NECESSITATING THE GUTTING OR SOLES OR PLATES A METAL TIE NOT LESS THAN I/8" THICK t 82, EVERY BASEMENT, HABITABLE ATTIC AND EVERY SLEEPING ROOM MUST HAVE AT LEAST ONE OPERABLE WINDOW PENETRATE 4 INSTALL WEATHERSTRIP TO MINIMIZE AIR LEAKAGE. SEAL OPENINGS AROUND INTERIOR PLUMBING PIPES 1/2" OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. WINDOWS MUST HAVE A MIN. NET CLEAR o EXTERIOR WALLS. REFER TO 2012 WSEC CHAPTER 4 FOR VERIFICATION OF INSULATION VALUES (CHECK WITH BUILD- NAILS( WIDE SHALL BE FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN l8)Ibd EA. SIDE [ R602.6.1 1 OPENING OF 5.1 SQUARE FEET (5.0 S.F. IF LOCATED ON GRADE FLOOR), A MIN. NET FREE OPENING HEIGHT OF 24" ING DEPARTMENT OF JURISDICTION FOR ADDITIONAL INSULATION REQUIREMENTS THAT EXCEED THE 2015 WSEC) AND A MIN. NET CLEAR OPENING WIDTH OF 20 INCHES. FINISHED SILL HEIGHT MAY NOT BE MORE THAN 44" ABV, 33. DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS (3") BETWEEN R.O. AND NEAREST WALL THE FLOOR, ESCAPE WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEYS, TOOLS OR 132, INSULATION TO FILL ALL EXTERIOR WALL CAVITIES--DO NOT COMPRESS! CUT TO FIT AROUND PIPES, WIRES 4 OUTLET BOXES. SPECIAL KNOWLEDGE I IRC SEC. 310 ] RECESSED FIXTURES IN EXTERIOR WALLS TO HAVE MIN. R-5 INSULATION BEHIND THEM 34. INSTALL 2x6 BACKING FOR TOWEL BARS BETWEEN STUDS CENTERED 48' A.F.F. 83, ATTIC ACCESS TO BE MINIMUM 22"x3O", BE READILY ACCESSIBLE AND MUST HAVE 30" UNOBSTRUCTED HEADROOM 133. BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR 35. CRIPPLE WALLS MUST BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE. WHEN EXCEEDING 4 FEET IN ABOVE I IRC SEC, 801 I DENSITY 4 COVERAGE. PROVIDE VENTILATION BAFFLES IN ATTIC WHERE REQ'D TO MAINTAIN I" AIR SPACE. BAFFLE TO HEIGHT SUCH WALLS MUST BE FRAMED OF STUDS HAVING THE SIZE REQD FOR AN ADDITIONAL STORY, CRIPPLE WALLS EXTEND 6" VERTICALLY ABOVE THE BATTS AND 12" VERTICALLY ABV. LOOSE-FILL INSULATION. PROTECT ALL FOAM LESS THAN 14" HIGH MUST BE SHEATHED ON AT LEAST ONE SIDE AND FASTENED TO TOP AND BOTTOM PLATES OR THE 84, WHEN WORK IS PERFORMED THAT REQUIRES A PERMIT OR WHEN A SLEEPING ROOM IS CREATED THE ENTIRE BUILDING INSULATION WITH METAL, PLASTIC OR PARGING AT BELOW-GRADE CONDITIONS 4 WHERE EXPOSED ABOVE GRADE TO CRIPPLE WALL WILL HAVE SOLID BLOCKING. CRIPPLE WALLS MUST BE BRACED WITH 15% MORE BRACING THAN AS REQ'D MUST BE PROVIDED WITH SMOKE ALARMS. A SMOKE ALARM MUST BE INSTALLED IN EACH SLEEPING ROOM AND PREVENT DAMAGE FOR THE WALL ABOVE, WITH WALL PANEL SPACING NOT MORE THAN 18 FEET I IRC SECTIONS 602.9 AND 602.10.2 1 OUTSIDE THE SLEEPING ROOM IN THE IMMEDIATE VICINITY. THERE MUST BE AT LEAST ONE SMOKE ALARM ON EVERY FLOOR LEVEL, ALL SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACKUP AND BE INTERCONNECTED. ALL 134, A ONE-PERM (OR LESS) VAPOR RETARDER (KRAFT PAPER, PVA PAINT, ETC.) IS TO BE INSTALLED ON THE WARM SIDE OF 36. WOOD COLUMNS MUST BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT [ IRC SEC, 401.3 1 ALARMS SHALL SE LISTED IN ACCORDANCE WITH UL 211 AND HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF THE INSULATION NFPA 12 [ IRC SEC. 314 1 31. ALL TRIMMERS AND HEADERS FRAMING AN OPENING SHALL BE PER IRO TABLES R602,1(1) AND R602.1(2) OR AT THE MIN. 135. ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO BE CERTIFIED UNDER ASTM E-283 AND SO LABELED OR SEAL SHALL BE DOUBLED OR LUMBER OF EQUIVALENT CROSS-SECTION AND EA, END SUPPORTED WITH PROPER-SIZED FRAMING 85. FOR NEW CONSTRUCTION AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE AROUND THE EXTERIOR IN AN APPROVED MANNER TO BE AIR-TIGHT ANCHORS UNLESS ADEQUATE BEARING PROVIDED THROUGH OTHER MEANS SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES I IRC SEC. 315 1 136, SOLE PLATE IS TO BE CAULKED OR GLUED TO FLOOR. RIM JOIST BTWN. STORIES TO BE CAULKED/SEALED, ALL HOLES IN 38. PLACE A VAPOR BARRIER OF TYVEK (OR EQUAL) OVER ALL EXTERIOR WALLS I IRC SEC. 103.2 1 BUILDING ENVELOPE TO BE CAULKED/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING 4 HVAC PENETRATIONS. 86. PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED/SEALED WITH 39, WOOD STUD WALLS MUST BE CAPPED WITH A DOUBLE TOP PLATE INSTALL TO PROVIDE OVERLAPPING AT CORNERS AND BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN APPROVED SEALANT OR HAVE FOAM FACE GASKETS INSTALLED. ALL RECESSED LIGHTS TO BE IC RATED, AIR TIGHT t INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS MUST BE OFFSET AT LEAST 24 INCHES I IRC SEC. 602.3.2 L SINGLE 30" ABV. THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED ABOVE THE SEALED TO SURROUNDING GWB. ROUGH OPENING AROUND ALL WINDOWS 4 DOORS TO BE SEALED/CAULKED TOP-PLATE CONSTRUCTION IS NOT TO SE USED ON THIS PROJECT NOSING OF THE TREADS. GUARDS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW A SPHERE 4" IN DIAMETER TO PASS I IRC SEC. 312 L GUARDS MUST BE ABLE TO WITHSTAND LOADS SPECIFIED IN IRC 131. THE BUILDING OR DWELLING UNIT SHALL BE TESTED 4 VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 40, ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT TO EXCEED 25% TABLE R301,5 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. OF ITS WIDTH. STUDS IN NON-BEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40% OF A SINGLE STUD WIDTH. ANY STUD MAY BE 'BORED OR DRILLED PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO 8t INSTALL 1/2" GYPSUM WALLBOARD (MIN.) AT GARAGE/HOUSE WALL AND GARAGE BEARING WALLS. INSTALL 5/8" TYPE-X (50 PARTY. A RI WHERE REQUIRED THE ESU CODE OFFICIAL,TEST TESTING SHALL SIGNED BY THE PARTYA ANCONDUCTING APPROVED THIRD PARTY. A WRITTEN REPORT OF RESULTS OF THE TEST SHALL BE THE THE TEST AND GREATER THAN 40% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO CLOSER THAN 5/8 INCH TO THE EDGE OF THE GYPSUM WALLBOARD AT GARAGE CEILING TYPICAL. INSTALL 20-MINUTE RATED DOOR BETWEEN HOUSE AND GARAGE PROVIDED TO THE CODE OFFICIAL, TESTING SHALL BE PREFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS STUD AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH [ IRC FIGURES R602.611) 4 R602.6(2) 1 [ IRC SEC. 302.6 I NOTE: SELF-CLOSING HARDWARE REQ'D BY CODE OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE WSEC TABLE R402.4.LI), TOP PLATES IF NOTCHED OR DRILLED TO MORE THAN 50% OF THEIR WIDTH SHALL HAVE A 16-GAUGE METAL TIE I I/2" OPERABLE WINDOWS 4 DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE IN WIDTH INSTALLED PER IRC FIGURE R602,6.1 88. THE FLOOR SURFACE IN A GARAGE SHALL BE NON-COMBUSTIBLE AND SLOPED TOWARD THE MAIN VEHICLE ENTRY DOOR- FRAME PRIOR TO THE TEST I WSEC R402,4,1.2 1 EXCEPTIONS: WAY I IRC SEC. 309.1 L AUTOMATIC GARAGE DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 325 [ IRC SEC, A. A STUD MAY BE BORED TO A DIAMETER NOT EXCEEDING 50% OF ITS WIDTH PROVIDED THAT SUCH STUDS LOCATED 309.4 1 EXTERIOR WALLS OR BEARING PARTITIONS ARE DOUBLED AND THAT NOT MORE THAN TWO SUCCESSIVE STUDS ARE ABBREVIATIONS: BORED 89. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPART- B. APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS MENTS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE TO EXTEND TO A HEIGHT NOT LESS THAN 12" ABOVE THE .o AT EL, ELEVATION MAX. MAXIMUM SW SINGLE-HUNG I IRC SEC, 602.6 1 FLOOR I IRC SEC. 301 1 A.S. ANCHOR BOLT ELEC. ELECTRICAL M.S. MACHINE BOLT (WINDOW) PROVIDE METAL NAIL PLATES IN ALL LOCATIONS WHERE PLUMBING OR WIRING COMES WITHIN 1" OF THE EDGE OF ANY STUD 90. FURNACE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE REQUIRE- ADD. ADDITION ELEV. ELEVATOR MEMB MECHANICAL SHTH' SHOWER 41. FIRE BLOCKING SHALL BE PROVIDED TO CUT-OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO MENTS OF IRC CHAPTERS 13 THROUGH 20 4 CHAPTER 24, IF LOCATED IN GARAGE FURNACE AND HOT WATER TANK SHALL A ADJUSTABLEOVE EQ. ENGINEER(ING) MIC MEMBRANE SIM.S SHEATHING FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP-STORY AND THE ROOF SPACE [ IRC SEC. 302.11 ] BE ELEVATED SO THAT PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES ARE MIN. IS" ABOVE GARAGE SLAM. STRAP A.F.F. ALTERNATE FINISH FLOOR EQ, EQUAL MICRO.. MICROWAVE PSIMILAR INSTALL FIRE BLOCKING AT: NWT TO WALL I IRC SEC. MI301,2 1, PROVIDE OVERFLOW PAN 4 PIPING AND INSTALL TEMPERATURE 4 PRESSURE RELIEF ALT. MM EXP.EX EQUIPMENTPNSOMIN. MINIMUM SPEC. SPECIFICATIONUARE A. IN CONGEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES 4 PARALLEL ROW OF STUDS OR VALVE (W/ PIPE TO EXTERIOR TERMINATION) PER IRC CHAPTER 28, VERIFY PROTECTION FROM IMPACT SY AUTOS ALUM. ALUMINUM IT . EXPANSION JOINT N.I.MT METAL S.S SQUARE SA, BATH EXIST. EXISTING N.I.C. NOT IN CONTRACT S.S. STAINLESS STEEL STAGGERED-STUDS AS FOLLOWS: BDRM, BEDROOM EXT. EXTERIOR N.T.S. NOT TO SCALE STD. STANDARD a. VERTICALLY AT THE CEILING AND FLOOR LEVELS PLUMBING: BLDG. BUILDING F.D. FLOOR DRAIN O.G. ON CENTER STL, STEEL STUART 3 b. HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET; BLKG, BLOCKING FIN, FINISH ODWH ON-DEMAND WATER STOR. STORAGE B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, B.O. BY OWNER F.F. FINISHED FLOOR HEATER STRUCT, STRUCTURAL DROP CEILINGS AND COVE CEILINGS; 100. PLUMBING TO COMPLY WITH 2O15 UNIFORM PLUMBING CODE REQUIREMENTS BOT, BOTTOM FLR. FLOOR O.F.C.I. OWNER TO FURNISH, SUSP, SUSPENDED LOWER LEVEL C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN: BWP BRACED WALL PANEL FDN, FOUNDATION CONTRACTOR INSTALL T 4 G TONGUE 4 GROOVE D. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT THE CEILING AND FLOOR LEVEL WITH AN APPROVED MATERIAL TO 101. NO PLUMBING OR DRAINAGE SYSTEM OR BUILDING SEWER MAY BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS CAB. CABINET F.O.C. FACE OF CONCRETE OH. OVERHANG TEMP, TEMPERED RESIST THE FREE-PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION: BEEN TESTED, INSPECTED AND APPROVED [ UPC SEC. 103,5.1.3 ] CSMT. CASEMENT (WINDOW) F.O.S. FACE OF STUDS O.H. OVERHEAD THK. THICKNESS E. FOR SITE-BUILT CHIMNEYS AND FIREPLACES, FIRE BLOCKING MUST BE A MIN. OF I' THICK AND SUPPORTED ON METAL STRIPS OR METAL LATH; 102. PLUMBING SUPPLY PIPING SHALL BE TESTED WITH WORKING WATER PRESSURE OR, EXCEPT PLASTIC PIPING, 50 PSI AT C CENTERLINE FT, FOOTIREOR FEET OPT. OPENINGNN T.O. TOP TELEVISION F. FIRE BLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQ'D AT THE LINE OF DWELLING SEPARATION PRESSURE I UPC SEC, 609.4 1 CLKG.O. CAULKINGOSETF FIRE EXTINGUISHER PET. OPTIONAL TV ICL CLO. CLOSET FRPLC. FIREPLACE PH PHONE TYP. TYPICAL 42. FIELD-CUT NOTCHES, ENDS AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE TREATED IN FIELD IN ACCORD- 103. PLUMBING DRAINS SHALL BE TESTED WITH WATER FILLED TO THE HIGHEST VENT IN THE SYSTEM OR 5 PSI AIR PRESSURE COLL GONG, MASONRY UNIT GA.FUR FURNACE PIG PICTURERIN-PL WE U.N.O. THERS NOTED GENERAL NOTES COL. COLUMN 'A, GAUGE P.I.P. GONG. POURED-IN-PLACE OTHERWISE ANCE WITH AWPA MR I IRC SEC. 311,1.1 1 [ UPC SEC. 112.2.3 1 CONC. CONCRETE GALV, GALVANIZED CONCRETE V.T.O. VENT TO OUTSIDE 104, ALL PIPING PASSING UNDER OR THROUGH WALL SHALL BE PROTECTED FROM BREAKAGE. APPROVED PROVISIONS CONT CONSTRUCTION G.B.LUGRAB BAR P. LAM PLASTIC LAMINATE VENT. VERTICAL SHALL BE MADE FOR EXPANSION OF HOT WATER PIPING, VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS CONT.T. CONTINUOUS GALL-LAM GLUE-LAMINATED PLAT, PLASTICYWOVEST. VESTIBULE FLOOR FRAMING: ON THE GROUND SHALL BE APPROPRIATELY SEALED I UPC SEC, 313.1 1 CPT. CARPET GR. GRADEYPSUPR. PLYWOOD YIN. VINYL G.T. CERAMIC TILE GWB GYPSUM WALLBOARD PR. PAIR W WASHER JOB NO: STUART LOWER LEVEL DIA. DIAMETER HB HOSE BIBS P.T. PRESSURE-TREATED W/ WITH 51, JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS OR ON 105, HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS TO PREVENT SAGGING, PIPE SUPPORTS D DRYER HDWD, HARDWOOD R RISER WC WATER CLOSET DESIGNED: LG LEDGER STRIPS NOT LESS THAN NOMINAL 2" x 2" [ IRC SEC. 502.6.2 I FOR ABS MAY NOT EXCEED 4 FEET ON CENTER I UPC SECS, 314.5 t 314.5.1 ] DBL. DOUBLE HORIZ. HORIZONTAL R.D. ROOF DRAIN WD. WOOD DRAWN: JR 52. ALL JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS t OVER SUPPORTS WITH 2" NOMINAL WIDTH BY FULL JOIST 106. WHIRLPOOL BATHTUBS SHALL BE PROVIDED WITH A REMOVABLE PANEL OF SUFFICIENT DIMENSION TO ACCESS THE PUMP DF DOUGLASNKINFIR INSHW HOT WATER TANK REF. REFERENCE WDW, WINDOW DEPTH SOLID BLOCKING, RIM JOIST, JOIST HANGER OR OTHER APPROVED MEANS, NOTCHES AT THE ENDS OF JOISTS I IRC SEC. P2120 ] D.F. DRINKING FOUNTAIN INT INSULATION REF', REFRIGERATOR W/O WATER DATE: 4I1 F)IZO19 SHALL NOT EXCEED 25% OF THE JOIST'S DEPTH AND BORED HOLES ARE NOT TO BE WITHIN 2" OF THE TOP OR BOTTOM DR.D . DOWN INT. KITCHENNTERIOR RM.R REQUIRED WP WATERPROOF OF THE JOIST. HOLES ARE NOT TO BE ANY BIGGER THAN I/3 THE DEPTH OF THE JOIST. HOLES AND NOTCHES MUST NOT 101, SHOWERS AND LAVATORIES TO HAVE 1.5 GALLON PER MINUTE LIMITER, WATER CLOSET SHALL BE 1.8 GALLON/FLUSH MAX. DTL. DOOR KIT. KITCHEN .O ROOM W.W.F. WELDED WIRE SHEET WDETAIL LA T R.O. ROUGHELFOPENING FABRIC A- 7 . 1 BE WITHIN 2" OF EACH OTHER. NOTCHES IN THE TOP OR BOTTOM OF THE JOISTS SHALL NOT EXCEED 1/6 THE JOIST DEPTH DW DISHWASHER LAV, LAVATORY S 4 R SHELF 4 ROD XO SLIDER (WINDOW) AND ARE NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN I IRC SEC, 502.1 1 FOR NOTCHING AND BORING OF MANU- 108, HOSE BIBBS SHALL SE PROTECTED BY AN APPROVED NON-REMOVABLE TYPE BACKFLOW PREVENTION DEVICE DRAG, DRAWING MAIL. MATERIAL S.F. SQUARE FEET FACTURED FLOOR JOISTS REFER TO THE MANUFACTURER'S SPECIFICATIONS AND FOLLOW THEIR RECOMMENDATIONS FULLY PER IRC CHAPTER 29 EA, EACH HF HEM-FIR SGD SLIDING-GLASS DOOR WA 410 Ca 1111111 MIMI ll IMI al Ila NE El X LANDED GENTRY I I_ I HOMES AND COMMUNITIES I I I I I I ELECTRICAL PLAN KEY I I I I I v WALL SCONCE H RECESSED CAN _ CEILINGFIXTURE /'/� I. �1 1 4 EYEBALL CAN r -��� _i� - _ _- %sue SMOKE DETECTOR cn� O Q 1' Q EXHAUST FAN/EXHAUST FAN W/LIGHT CI I LIGHT SWITCH I $3 3 WAY LIGHT SWITCH -- --� Q 7V/TEL $a 4 WAY LIGHT SWITCH • rnrn {■ i O _ I I 4.� TV�EL L•� TV/TEL► tr TIMER SWITCH 0 WALL OUTLET 120 VOLTS 4 7V/TEL I o• I , /� 220 VOLT OUTLET(DRYER&OVEN PLUG) \ • '� • �I, 11N\ F WATER PROOF GROUND FAULT I i r I 1 P INTERRUPTER OUTLET 120 VOLTS I I As ' I /// Q GROUND FAULT INTERRUPTER I ' - 50 CFM9 / 14 O� OUTLET 120 VOLTS I I - (MIN. - ,/ • ' rV IEL TELEVISION,TELEPHONE ' I > n S - — - — - I _ / 1 4 4 AND INTERNET MODULE -$ CO [•� al • I \ • \ PULL CHAIN LIGHT O I- D SSD ' — i /\ \ \ f I y - _ �•� • WALL MOUNTED LIGHT YI ` I I / \ / 1 I 1- ® HARDWIRE OUTLET SD 1 ♦ • - - - / I L Uy " --- - C 4- , _! - - _ _er 'IaS (II V Eb • - gra ,1 \ - > NOTE all • �• • CO p Q SMOKE DETECTOR(SD)Sso110VINTERCONNECTED - __ - / DEDICATED I ill' WITH BATTERY BACKUP if TO FREEZER W TO LOWER - Tv/TL► j - \/, _ • FLOOR TO GARBAGE • I I � •' V 50 CFM Q DISPOSAL p I (MIN.) I li r Z V , I/ • EX. FAN \ �,/ HANGING ii F • FIXTURE • NOTE: , w TO 1, PPER i UNLESS NOTED OTHERWISE, \ 0 '41- 0 ' I® O :. FLO�7R -6 ALL GARAGE OUTLETS TO I coo i BE 48" A.F.F. Q 0 to ' _ • I \ I / ,,111 TO MICRO. J • f IUJ I\( - , • 1 • / \ 1I A 1 I �i inj SD& I REFG. • / • CLG.Igr \ (ben 1 - i- 111 \/ 7 - - _ _ = a P • 1: - -------------------------------- , 4 - 0 FURN I __ - - -� � , K ' ^ = LSD i_ • Ideydye IrA / ' ' @ 1 - _ = y _ 4- O 1 i' 3, i cos--- N , \ - -- Il'L ail ' N` HA GIN - 50 CFM (� FIJ¢t E - A (MIN.) EX. F/cri" V \ EX. FAN \�"�ilJl Ea— - I • L 1 . \ - ` I I _ - " I I - - T?- - - - - - - - - - -- - I I I I II I I II COASTAL 2 ONLY II 1 �1�,1 11_� , L L — J L — J L J LOWER FLOOR ELECTRICAL PLAN MAIN FLOOR ELECTRICAL PLAN SCALE: I/4" = I'-0" SCALE: 1/4" = I1-0" STUART 3 LOWER LEVEL NOTE: EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ ELECTRICAL PLANS OWNER). EXHAUST FANS TO COMPLY W/ 2015 IRC MI5O3. FAN NOISE NOT TO COASTAL 1 & 2 EXCEED 1.5 SONES a O.1 INCHES WATER GAUGE. EXHAUST FANS TO BE VENTED TO OUTSIDE AIR TYP. vERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W/ OWNER AND/OR BUILDER INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL JOB NO: STUART LOWER LEVEL LUMINAIRIIES SHALL BE HIGH EFFICIENCY LUMINAIRIES. DESIGNED: LG EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR DRAWN: JR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL DATE: 5/07/2019 BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICIENCY LUMINAIRIES, SHEET E - 1 . 1 WA