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HomeMy WebLinkAboutPermit File BLD-2018-0280 1604 Latitude Circle (4) SIM e! a II SOLO" / = FOUNDATION NOTES : A l8-0 32I-0" al / 15�-611 " / 16'-5W / CITY or i1:„IACORTES I. INSTALL PRESSURE-TREATED 2x6 (2x8 RIPPED TO 2x6 WHERE JOISTS 2%" 8'-0° 8'-O" PLA •1���y 31 C �,;!?i_Lk* �11G DEPTH A N D E D GENTRY HANG) SILL (MINIMUM) W/ 1/2" DIAMETER x 10" ANCHOR BOLT 4 3"x3"xl/4" P.T. 6x6 POST- =a APPROVED PLANS OMES AND COMMUNITIES PLATE WASHER • 4'-0" O.C. ATOP FOUNDATION WALL. MINIMUM 2 BOLTS (4 TYPICAL) "i• /� p P.T. 6x10 BEAM P.T. 6x10 BEAM ' `� ERMIT #: ��i/ �/O -02� PER PIECE 3.5" TO 12" FROM END TYPICAL THROUGHOUT \ i , `,..4-,— - — - — - .,_- - .___ y REVISIONS BY: 2, INSTALL 4" PVC DRAIN PIPE BELOW FOOTING 6 LOW POINT FOR O ADDRESS: /Co It.. O POSITIVE DRAINAGE DURING CONSTRUCTION. VERIFY PLACEMENT OF 4" I W lU 8/9 5 - 23 - 19 JR I PERFORATED FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE aPPROVED'EY: I iUBJECT TO FIE! ti:; ECTION. APPROVED PLANS A 2\ , 8 - 05 - 19 JR 3. 4x4 POST ON 90" FELT. USE 4x6 POST AT BEAM SPLICE. CONNECT -a SHALL NOT AL I,Lil w,irii;U f AUTM/ORIZATIOI � POST TO BEAM W/ Ix4x16 GUSSET BOTH SIDES OR SIMPSON BC POST01 I m /���/ ,!/� �/C L� NOTES: CAP (VERIFY SIZE). CONNECT POST TO FTG. W/ SIMPSON ASS (OR EQ.) I ( 1. COORDINATE W/MECH.&ELEC. NAF-BLOW O TILED TO POST AND POSITIVELY CONNECTED TO CONC. FOOTING ® II O /' .X�ks 5;4 J.7 tereA i FOR LOCATIONS&SIZES OF FOUNDATION/SLAB BLOCKOUTS. Ii � 2. 30x24 CRAWL SPACE ACCESS 4. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING r 1 % /p � PANEL(24x30 MIN)-PROVIDE METAL OR • � ' FIBERGLASS WELL AS NECESSARY. INSTALL OF 1,500 POUNDS PER a SQUARE FOOT � ~ Q �-I " ' a a a �� a , a / \ \ SOLID COVER SLOPED AWAY FROM BUILDING- AO 2'-6" x 9" CONCRETE FOOTING W/ REBAR PER CANTILEVERED RETAINING I I INSTALL 4x8 MIN.BEAM SET ON WALL PLATE r TO SUPPORT WALL ABOVE(OR INSTALL WALL DETAIL ON SI-IT. A2.3 (STEP PER GRADE) I INTERIOR CRAWL SPACE ACCESS-VERIFY WI O ® it I I I BUILDER&SEE PLAN) 1 I I © 31-4" x 10" CONCRETE FOOTING W/ REBAR PER CANTILEVERED RETAINING .0 T O ° I I o I p �, 3. 16x8 POUR-IN-PLACE FOUNDATION VENTS(OR WALL DETAIL ON SHt. A2.3 (STEP PER GRADE) O. I I F 16x6 VENTS IN FLOOR DIAPHRAGM(VERIFY WI r o I REMOVED PRESSURE TREATED I o I 1 -, BUILDER). NUMBER PER PLAN. © 4'-4" x 12" CONCRETE FOOTING WI REBAR PER CANTILEVERED RETAINING \ \ \ I I ° A I • I 4. 12"WIDE THICKENED SLAB EDGE. EXTEND STUD RETAINING WALL NOTE FOR I ° I 8"BELOW GRADE. WALL DETAIL ON SHT. A2.3 (STEP PER GRADE) I ° I I ° ° ^ ° ° ° ° ABOVE CONC. RETAINING WALL ibr I I 5. VENTS TO BE LOCATED WITHIN 2'-0"OF CORNERS. I a° OD 51-4" x 12" CONCRETE FOOTING WI REBAR PER CANTILEVERED RETAINING (1,A.4 I J,C A I —1 \ FLOOR JOISTS: WALL DETAIL ON SHT. A2.3 (STEP PER GRADE) Q i•4 I ° LAYOUT SHOWN HERE IS FOR 2x FRAMING. IF O 5'-0" x 1'-0" CONCRETE FOOTING W/ REBAR PER BRACED RETAINING @y ul I _ I O ll'-l�s" / 32'-414" I I/ I ENGINEERED JOISTS ARE USED, MANU- WALL DETAIL ON SHT. A2.3 (STEP PER GRADE) 1 FACTURER SHALL PROVIDE AND SUBMIT Q I a I I W ENGINEERED DESIGN TO THE BUILDING O DEPARTMENT FOR APPROVAL PRIOR TO „ Q \ <I• I I O FO 8" CONC. FDN, WALL 4'-I TO 6'-0 HIGH W/ REBAR PER CANTILEVERED n e !, S RETAINING WALL DETAIL ON SHT. A2.3. STEP PER GRADE (4'-0" MAX.) I I I — Q ea FABRICATION AND INSTALLATION. • W '° W/ PONY WALL ABV. (NOT TO EXCEED 4'-0") WHERE NEEDED (VERIFY O Z O I o° , R I I w FLOOR SHEATHING: ON SITE) — I O I I a N 1. USE 3/4"CDX OR OSB STURDI-FLOOR T&G, O 8" CONC. FDN. WALL 6'-I" TO 8'-0" HIGH W/ REBAR PER CANTILEVERED `9 0 iL —_ I O GLUE AND NAIL WI RING SHANK 8d's AT 6" RETAINING WALL DETAIL ON SHT, A2.3. STEP PER GRADE (4'-0" MAX.) O 1 2 \ EDGES&12'IN THE FIELD. FACE GRAIN w w I ° I `- 2 ® I ° w PERPENDICULAR TO SUPPORTS. W/ PONY WALL ABV. (NOT TO EXCEED 4'-0") WHERE NEEDED (VERIFY I-• > I �� r y o- ifi Z.PROVIDE SOLID BLOCKING IN THE JOIST ON-SITE) \ \ \ 1 - ° _ 4 ° ° ° ' Y ° a 'A — I I _ CAVITY BENEATH ALL POST LOCATIONS I I %le ` y Z AND BETWEEN UPPER AND LOWER STUDS ON 8" CONC. FDN. WALL 8'-I" TO IO'-0" HIGH W/ REBAR PER CANTILEVERED 1 I o° I O I I \ = Q AT FLOOR TO FLOOR HOLDOWN LOCATIONS. © I Q m 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT RETAINING WALL DETAIL ON SHT. A2.3. STEP PER GRADE (4'-0" MAX.) I ° i 'A I 15'-0W" 14'-3%a" I '° 1 W/ PONY WALL ABV. (NOT TO EXCEED 4'-0") WHERE NEEDED (VERIFY Q I © O E I / / ap INTERIOR BEARING LOCATIONS WHERE THERE I D. I I o o I IS A LOAD BEARING WALL ABOVE. o O I °° 4. IF ENGINEERED FLOOR JOISTS ARE USED, ON SITE) `� I ° I o I I ° I = PROVIDE TIMBERSTRAND RIMS WHERE FLOOR O I 1 ® p I Q JOISTS BEAR AT EXTERIOR WALLS. O 10" CONC. FDN. WALL -I" TO 12'-0" HIGH W/ REBAR PER CANTILEVERED I I RETAINING WALL DETAIL ON SHT. A2.3. STEP PER GRADE (4'-0" MAX.) b I o• 2 1 — -} ,,v 1 °• I `� 5.CONNECTIONS:SIMPSON COMPANY OR EQ. W/ PONY WALL ABV. (NOT TO EXCEED 4'-0") WHERE NEEDED (VERIFY �— I ° I r - \ 6. FIELD CUT ENDS, NOTCHES,AND DRILLED m I ,'A I ,- F - _ T I•° I HOLES OF PERSCRIPTIVE TREATED WOOD ON SITE) I E. I I a I m D.© I I SHALL BE TREATED IN THE FIELD IN ACCORDANCE I "° 1 O 8" CONC. FDN. WALL 1O'-3" TO 12'-0" HIGH W/ REBAR PER BRACED -(' I ° I - - - _ in I WITH AWPAM4. I RETAINING WALL DETAIL ON SHT, A2.3. STEP PER GRADE (4'-0" MAX.) m I I Z° I L I I I I E a• 2 I — NA- et_ I • I FOUNDATION NOTES: Qr eTHESE DETAILS REFLECT I ./ t. O LL O ►° ° L J I ° I © 4" CONC. SLAB/STEPS (VERIFY FINISH W/ BUILDER) W/ NICON FIBER OR LO I ° I Q I ® I I A GENERAL HIGHER STANDARD THAN THAT FIBERMESH THROUGHOUT (VERIFY W/ BUILDER) - I I O © Q° 2 „ I o° I ALLOWED BY THE IRC. THESE DETAILS Q I o° I J 12 O I - -04 20-3t1a I /, INDICATE THE FOUNDATION AND REIN- ® 4" CONC. SLAB W/ NICON FIBER OR FIBERMESH THROUGHOUT (VERIFY r I ,.° � I a I �a O I a I Q PROJECT. THE CONTRACTOR MAY NOT W/ BUILDER) SLOPE 1/8" PLF MINIMUM TOWARD GARAGE DOOR i I O • I `r USE THE IRC MINIMUMS WITHOUT WRITTEN \ $ I I ° as Q I ,'° I PERMISSION OF THE DESIGNER. NO THICKEN SLAB TO 6" AT GARAGE DOOR OPENING 4 INSTALL "4 REBAR '° I ' I A. L `P ("} I ^e CONTINUOUS I D. I L ; °° FASTENERS: �° I ° I METAL ELEMENTS INCLUDING, © POUR SLAB THROUGH DOOR OPENINGS TYPICAL I ° I o° I CONNECTORS, MUST USE HOT-DIPPED \ I I I I GALVANIZED METAL WHEN IN CONTACT ® OPTIONAL (VERIFY W/ BLDR.): STUB 12" LONG *4 REBAR 4" INTO CONC. I I I WITH ACZA PRESSURE TREATED MATERIALS. SLAB FROM FOUNDATION WALL • 24" O.G. TYPICAL. THICKEN SLAB EDGE Q i LL I I I D. I [R319.3]-SEE 37/SP1 O IL ( L J a ' 4 , ° ' a ' 4 - ' a ,- a a a a a ' a a a a I F NECESSARY) m O Q ? I da, �° .� / 1 \ \ ® 16" x 8" CONT. CONC. FOOTING BELOW CONC. SLAB W/ (2) •4 R3=AR CO . \ I N ® i I b° IA ® 4" CONC. SLAB W/ NICON FIBER OF FIBERMESH THROUGHOUT (VERIFY W/ m 1I C. o e C. O o° � I BUILDER) \ \ \ \ I A I & a' i a ° '° ICI O °4 I O Q O NOT USED L - - - 1 I I dJ O L J NOT USED ' a ® L el :A OV -0" X I X 12" C• °D - -• SIMPSON CBSQ6= - c 0S2 (O- QUAL) \ \ °rD o °.D • o "D o °"D e.D o °.D o °"D o °�D o °rD o °�D ' ��° 4 d d L L- e D. I I 1 I I 1 1 1 1 1 1 I e I \ \ O Non x 1..10.. . 8" GONG, PAD FTG, WI SIMPSON CBSQ66-SDS2 (OR EQUAL) L L J J 1 1 I J PROVIDE I"-0" DIA, SONO TUBE W/ SIMPSON CBSQ66-SDS2 (OR EQ.) ABV. e PAD FTG. IF NF�ED (VERIFY ON-SITE) C OH $ ® O .1 OX 16" x 6" (MIN.) SCREENED FOUNDATION VENT (14 TYPICAL • LOWER FLOOR `9 I In 4) CRAWL SPACE; 3 TYP. • UPPER FLOOR CRAWL SPACE) O O (DI- , r J I \ \ \ as 88'; I9'-6 " I / 844" CO STUART 3 / 19-6 / 21 / 9-6 / �'-10fi'; 16-3" �'_10 LOWER LEVEL 20'-011 30'-0" / / / / 50'-O" / lip (Mr n n r FOUNDATION PLAN SEP 18 2019 SLAB FLOOR FOUNDATION FLAN - CRAWL SPACE L COASTAL 1 ^,i 1 JrANCHOR ES SCALE: I/4" = 11-011 JOB No: STUART LOWER LEVEL n DESIGNED: LG NOTE: VERIFY FOUNDATION WALL HEIGHTS ' fI n IP -� 1 2 � nn 11/11 ri DRAWN: JR AND FOOTING SIZES PER SITE CONDITIONS. REFER TO RETAINING k r DATE: 5/07/2019 WALL DETAILS ON SHEET A2.3. , I S F P 2019 j SHEET ..;„fins 1\—2 1 WA ass ISMS MEM 50 1-0 II SO FOUNDATION NOTES: i 18'-0" / 32'-0" __ 15' 6I's° Ih-51@ I, INSTALL PRESSURE-TREATED 2xb l2x8 RIPPED TO 2x6 WHERE JOISTS / 2% / 8'-0" 8'-0" LANDED GENTRY HANG) SILL (MINIMUM) W/ 1/2" DIAMETER x 10" ANCHOR BOLT 4 3"x3"x1/4" // PLATE WASHER • 4'-O" O.C. ATOP FOUNDATION WALL. MINIMUM 2 BOLTS P.T. 6x6 POST HOMES AND C O M M U N I T I E S kt PER PIECE 3,5" TO 12" FROM END TYPICAL THROUGHOUT (4 TYPICAL) P.t, 6x1O BEAM P.T. 6x10 SEAM iF4 swamis, \ ; I ,' ___-_ :at. "—_ —_ — _ _-+•iy \ \ REVISIONS BY: 2. INSTALL 4 PVC DRAIN PIPE BELOW FOOTING to LOW POINT FOR ;_ __ ' -- ' 1 -- 1 POSITIVE DRAINAGE DURING CONSTRUCTION, VERIFY PLACEMENT OF 4" I O O O A 5 - Y3 - t5 JR PERFORATED FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE NOTES: 3. 4x4 POST ON 90* FELT. USE 4x6 POST AT BEAM SPLICE. CONNECT POST TO BEAM W/ Ix4x16 GUSSET BOTH SIDES OR SIMPSON BC POST 9 Q 1. COORDINATE W/MECH.&ELEC. ip CAP (VERIFY SIZE). CONNECT POST TO FTC. WI SIMPSON A33 (OR EQ.) I FOR LOCATIONS&SIZES OF NAILED TO POST AND POSITIVELY CONNECTED TO CONC. FOOTING °D FOUNDATION/SLAB BLOCKOUTS. I 2. 30x24 CRAWL SPACE ACCESS BELOW ® O I 0PANEL(24x30 MIN)-PROVIDE METAL OR SS WELL AS NECESSARY. INSTALL 4. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL SEARING r SOLID COVER SLOPED AWAY FROM BUILDING- OF 1,500 POUNDS PER SQUARE FOOT \ \ I ' d , d d�--� d a , ° d , _° d 1 \ \ \ TO SUPPORT WA. BEAM SET ON WALL P LL ABOVE(OR NSTALL�TE O 2' 6" x 9" CONCRETE FOOTING W/ REBAR PER CANTILEVERED RETAINING ° l I INTERIOR CRAWL SPACE ACCESS-VERIFY WI WALL DETAIL ON SHT, A2.3 (STEP PER GRADE) I l I BUILDER&SEE PLAN) O O I I 3. 16x8 POUR-IN-PLACE FOUNDATION VENTS(OR B 31-4" x 10" CONCRETE FOOTING WI REBAR PER CANTILEVERED RETAINING •4 I I 16x6 VENTS IN FLOOR DIAPHRAGM(VERIFY W/ $ Gt - BUILDER). NUMBER PER PLAN. WALL DETAIL ON BHT, A2.3 (STEP PER GRADE) O i J'A 1 A I 4. 12"WIDE THICKENED SLAB EDGE. EXTEND I -co 8"BELOW GRADE. CO 4'-4" x 12" CONCRETE FOOTING WI REBAR PER CANTILEVERED RETAINING I °° I /11111 JVH I a° 5. VENTS TO BE LOCATED WITHIN 2'-0"OF CORNERS. WALL DETAIL ON SHT. 42.3 (STEP PER GRADE) \ \ \ •, �- , d - ° o m I I ° II I 'A 1 I I r FLOOR JOISTS: ® S'-4" x 12" CONCRETE FOOTING W/ REBAR PER CANTILEVERED RETAINING I I 1 °° LAYOUT I V° \ ENGINEERED ARE USED,MANN HERE IS FOR 2x U- FACTURER IF WALL DETAIL ON SHT, A2.3 (STEP PER GRADE) Q I J I ° I ENGINE ER SHALL PROVIDE AND SUBMIT I I O 5'-0" x 1'-0" CONCRETE FOOTING W/ REBAR PER BRACED RETAINING S I C3 I I ENGINEERED DESIGN TO THE BUILDING WALL DETAIL ON SHT. A2.3 (STEP PER GRADE) W I I O IS'-3�" 4'-0" 4'-0" 8Y4" b'-0" 6'-0" 6'-0" I y I DEPARTMENT FOR APPROVAL PRIOR TO Q I FABRICATION AND INSTALLATION. O 8 GONG, FDN. WALL 4-i TO 6-0 HIGH W/ REBAR PER CANTILEVERED 4 \ I4x8 HF"2 I Ul 1-i-?:: , , , , , I 'A I A Q RETAINING WALL DETAIL ON SHT, A2.3. STEP PER GRADE (4'-0" MAX,) iv n % w iis- a ' BEAM (TYP,)' I m FLOOR SHEATHING: W/ PONY WALL ABV. (NOT TO EXCEED 4'-0 ) WHERE NEEDED (VERIFY N I I i I i i i ® ® i i® I a, l7 \ 1. USE 3/4"CDX OR OSB STURDI-FLOOR T&G, `- ON-SITE) _ 0 I I L y"' ' - - s - I ° I GLUE AND NAIL WI RING SHANK GRAIN AT 6" Q Z O I O O I N _T EDGES& 12"IN THE FIELD.FACE GRAIN O 8" CONC. FDN. WALL 6'-1" TO 8'-0" HIGH W/ REBAR PER CANTILEVERED .4 Q LL 3'-14s" 5'-0" 5'-0" I o� Z v PERPENDICULAR TO SUPPORTS. RETAINING WALL DETAIL ON SHt. A2,3, STEP PER GRADE (4'-0" MAX.) O I I Z 0 \ 2.PROVIDE SOLID BLOCKING IN THE JOIST W/ PONY WALL ABV. (NOT 70 EXCEED 4'-0") WHERE NEEDED (VERIFY % 1 ° \ 4x8 HF+�2 ,__ _ ° I aa CAVITY BENEATH ALL POST LOCATIONS } I I - I ON-SITE) \ \ \ h ` 1 d E EAM CTYP ) i I AND BETWEEN UPPER AND LOWER STUDS ° A ° p. a _ . ._®_ _ _ _ .,_® - - o t'U f \ AT FLOOR TO FLOOR HOEDOWN LOCATIONS. 3.PROVIDE BLOCKING BETWEEN I-JOISTS AT O 8" CONC. FDN, WALL 8'-I" TO I0'-0" HIGH W/ REBAR PER CANTILEVERED I °, I a° .0 I INTERIOR BEARING LOCATIONS WHERE THERE RETAINING WALL DETAIL ON SHT, A2.3, STEP PER GRADE (4'-0" MAX.) I 'A I I F' ) I - m IS A LOAD BEARING WALL ABOVE. W/ PONY WALL ABV, (NOT TO EXCEED 4'-0") WHERE NEEDED (VERIFY n f� © ® E ° I 'A I , Q 4. IF ENGINEERED FLOOR JOISTS ARE USED, Cla 0 PROVIDE TIMBERSTRAND RIMS WHERE FLOOR ON-SITE) I A i °° 5'-2"I 4'-0" 4'-0" 4'-O" 4'-0" 4'-O" 4'-2" o� I in JOISTS BEAR AT EXTERIOR WALLS. / JO 10" CONC. FDN. WALL 10'-I" TO 12'-O" HIGH W/ REBAR PER CANTILEVERED Q I I O 'A _ ° 6. FIELD CUT ENDS, SIMPSON COMPANY OR EQ. 4x8 HF*2 ENDS, NOTCHES,AND DRILLED RETAINING WALL DETAIL ON SHT, A2.3, STEP PER GRADE (4'-0" MAX.) Q I °' °° BEAM 1T11 P.J I I a �p HOLES OF PERSCRIPTIVE TREATED WOOD W/ PONY WALL ASV, (NOT TO EXCEED 4'-0") WHERE NEEDED (VERIFY ,4 r �' ` , I '° T— �_ f—S + ®� " — T - e \ `t SHALL BE TREATED IN THE FIELD IN ACCORDANCE ON-SITE) °j I '° I 1 • '-- D O O O O ° i WITH AWPAM4. I ° R 7 S S S I L. cl FOUNDATION NOTES: O 8 CONC. FDN, WALL 10-3 TO 121-0 HIGH W/ REBAR PER BRACED 1+ I ° 4x8 µ in i RETAINING WALL DETAIL ON SHT, A2.3, STEP PER GRADE (4'-0" MAx,) ?' I 'A Z I i I TI THESE DETAILS REFLECT r I I ° BEAM (TV?.) J T -21 1- - — fro : O m I A GENERAL HIGHER STANDARD THAN THAT Q I ° - 0 u. O I p I L____ i L____.! I ° I ALLOWED BY THE IRC. THESE DETAILS © 4" CONC. SLAB/STEPS (VERIFY FINISH W/ BUILDER) W/ NICON FIBER OR 6 I I -1 ° Q I 4'-6" 3'-10l4" I INDICATE THE FOUNDATION AND REIN- FISERMESH THROUGHOUT (VERIFY W/ BUILDER) I I ° I 20'-II% I FORCEMENT REQUIREMENTS FOR THIS Q I a° I O O I I :Hite PROJECT. THE CONTRACTOR MAY NOT OM 4" CONC. SLAB W/ NICON FIBER OR FIBERMESH THROUGHOUT (VERIFY N I ° I 4l 1 ° I O '° Iv - USE THE IRC MINIMUMS WITHOUT WRITTEN W/ BUILDER) SLOPE I/8" PLF MINIMUM TOWARD GARAGE DOOR l a I 0IL I °° I O I ais. a �¢ Q PERMISSION OF THE DESIGNER. \ I NO THICKEN SLAB TO 6" AT GARAGE DOOR OPENING t INSTALL •4 REBAR ,I '° I � P / I ° I FASTENERS: CONTINUOUS I I I °° I O I a- I METAL ELEMENTS INCLUDING, i °° I I ° - I CONNECTORS,MUST USE GALVANIZED METAL WH NFOT-DIPPED IN CONTACT © POUR SLAB THROUGH DOOR OPENINGS TYPICAL •° I ° \ I I I �° I WITH ACZA PRESSURE TREATED MATERIALS. [R319.3]-SEE 37/SP1 ® OPTIONAL (VERIFY W/ BLDR.): STUB 12" LONG "4 REBAR 4" INTO CONC. a ^ M I Q - I 'A SLAB FROM FOUNDATION WALL 6 24" O,G, TYPICAL. THICKEN SLAB EDGE Q C I II I (IF NECESSARY) in 0 % d d d d d d d d ' d d ' d d ° ' d a Q > ° I I \ \ \ ® I'-6" x 11-6" x 8" CONC. PAD FTG, W/ 4x4 POST ON 90* FELT (OR EQ,) -\ 1 y v. N ® o r bQ ® O 1'-8" x I'-8" x 8" CONC. PAD FTG. W/ 4x4 POST ON 90* FELT (OR EQ.) m I ,4 I °, o 0 0° I ® 44) I a O 1'-10" x I'-10" x S" CONC, PAD FTG. W/ 4x4 POST ON 90* FELT (OR EQ.) I d ' 4 '° k OK I '•° i O 4 ea UO 2'-0" x 2'-0" x 8" CONC. PAD FIG. W/ 4x4 POST ON 90* FELT (OR EQ.) a.9 L j ' I 1 I O I L r ® 1'-0" x 1'-0" x 12" CONC, PAD FTG, W/ SIMPSON CBSQ664-SDS2 (OR EQUAL) v 0 © Q ° d I I o A . o . o A . o A . o A . o A . o A . o- t• . o A . o A . o .° ° u- A . I°r nr .� °r A \ \ - -o a s °r A Q d ° d 4 WO 1'-10" x 1'-10" x 8" GONC, PAD FTG, W/ SIMPSON CSSQ66-SDS2 (OR EQUAL) I I I 1 , I i I I I I '" � A I \ \ PROVIDE 1"-0" DIA, SONO TUBE W/ SIMPSON CBSQ66-5DS2 (OR EQ.) ASV, L 1 1 1 1 1 1 I PAD FIG. IF NEEDED (VERIFY ON-SITE) /� it x® 16" x 6" (MIN.) SCREENED FOUNDATION VENT (14 TYPICAL ® LOWER FLOOR `fl C 0 ® O OX 6' CRAWL SPACE: 3 TYP. a UPPER FLOOR CRAWL SPACE) i4 I in ,0 O e O I r1 T L J \ \ \ v CO ea" 19'-a't" I / aw4' STUART 3 / 21 9 6 / LOWER LEVEL #1'-101,3> 16'-3" )'-101'�/ / 20'-0" / 30'-0" 5O'-0" . FOUNDATION PLAN CRAWL SPACE FOUNDATION FLAN - CRAWL SPACE COASTAL 1 SCALE; 1/4" = I'-0" JOB NO: STUART LOWER LEVEL DESIGNED: LG NOTE: VERIFY FOUNDATION WALL HEIGHTS �� " 1E p� DRAWN: AND FOOTING SIZES PER SITEJR CONDITIONS. REFER TO RETAINING I DATE: 5/07/2019 WALL DETAILS ON SHEET 42.3. SEP / 8 2019 L SHEET .1 I I' U7 Mitinin I f A-2 . I WA asa NOTE: es SEE FLOOR FRAMING PLAN FOR ii JOIST SIZE&SPACING GRADE NOTE: ea SIDING PER ELEVATION NOTE: 2x P.T. SILL RIPPED TO SLOPE GRADE AWAY FROM BUILDING AT 6 INCHES IN THE FIRST 10 FEET. a 3/4"T&G SHEATHING-GLUE& SEE FLOOR FRAMING PLAN FOR MATCH FOUNDATION WALL o = 2x RIM JOIST AT SIDE YARDS SLOPE AT 5/°TO DRAIN OR SWALE THAT DIVERTS WATER. NAIL TO FLOOR JOISTS \ JOIST SIZE&SPACING 2x6 P.T. SILL 3/4"T&G SHEATHING-GLUE& THICKNESS 1/2"x 10"ANCHOR LANDED GENTRY NAIL & SUPPORTING MEMBERS THICKEN GARAGE SLAB TO jR S 1 (1S S 1S � S 1S 11/2"x10"ANCHOR BOLT, EMBEDDED 7" INTOBOLT(SEE DETAIL 4) 6"@GARAGE DOOR OPENING /l/J\\ /l/ C /`/ /l/ CONCRETE,AT 48"O.C.,AND SET BETWEEN 3 1/2" #4 REBAR CONT. AT TOP AND 12" FROM BOARD ENDS WITH 3"x 3"x 1/4" I. W/#4 REBAR CONT. (VERIFY 1/2" HOMES AND COMMUNITIES THICK WASHERS. MIN. (2)A.B:S PER BOARD AI,I EXPANSION JOINT OPTION BTWN. ±N- ° - [IRC SEC. R403.1.6.1] i A .--NM FINISHAGRADE .r_ GARAGE SLAB& PARKING APRON) M� i ° 4" RIGID TIGHTLINE DOWNSPOUT I PLF(MIN.)FOR POSITIVE #4 REBAR CONT.AT TOP c �� SLOPE PARKING APRON 1/4" ° 6" MIN. (10"@ HOT-DIPPED GALVANIZED 11 �\ J• I DRAIN (TIE TO STORM SEWER I w TOP-FLANGE HANGER ° • I�I z UNLESS NOTED OTHERWISE) co ''Al1 . FDN.VENTS) °A _ DRAINAGE AWAY FROM cc CONCRETE FOUNDATION (SIZE ° z CONCRETE FOUNDATION (SIZE o 1/8"PLF MIN. SLOPE I STRUCTURE a &REINFORCING PER FDN. -�%11' FINISH GRADE &REINFORCING PER FDN. 'IL c° D PLAN&NOTES ON SHT.A-2.1) 'All . I —III_ 4"RIGID TIGHTLINE DOWNSPOUT ao PLAN &NOTES ON SHT. A-2.1) FILTER FABRIC Q v Q ° DRAIN (TIE TO STORM SEWER r ° o rn @J o I°° I z 6-MIL VAPOR RETARDER c G'° 'o Q° 4"PERFORATED FOOTING DRAIN,W/ — _ - z UNLESS NOTED OTHERWISE) o .�aps 12"MIN. OF DRAIN ROCK COVER,TIE ' 1— —1 ' STRUCTURAL FILL TO BE jrAll i FILTER FABRIC CONCRETE FOOTING(SIZE TO STORM SEWER I GRANULAR MATERIAL —III—III—III— COMPACTED TO 95% 4 m CrN 3"CLEAR II IIII 1I— S &REINFORCING PER FDN. b — 6-MIL VAPOR RETARDER ° qI • Q'c etzu° 4" PERFORATED FOOTING DRAIN,W/ ° ' a ° ' a �� •� C ; 6 L=: PLAN & NOTES ON SHT.A-2.1) ) ° 12"MIN. OF DRAIN ROCK COVER,TIE 'A Q'A L CONCRETE FOOTING(SIZE o / / / &REINFORCING PER FDN. TO STORM SEWER A ° A CONCRETE FOOTING(SIZE ^ ° - ° PLAN&NOTES ON SHT.A-2.1) &REINFORCING PER FDN. 5" 5" PLAN&NOTES ON SHT.A-2.1) / / / / 3"CLEAR TYP. rTh U FOUNDATION DETAIL WHEN 3/4" = 1'-0" 6 GARAGE 0. H . DOOR CFOUNDATION DETAIL WHEN 3/4" = 1'-0" JOISTS HUNG FROM P.T. PLATE 3/4" = 1'-0" 42 JOISTS BEAR ON P.T. PLATE SHEATHING 1/2"OR 7/16" 11/ n n ( l 2x6 STUD WALL II 2x6 STUD WALL 2x6 STUD WALL 1/2"GWB SS--- I SEE FLOOR FRAMING PLAN 1/2"GWBSIDING PER ELEVATIONS )\ /v� C FOR JOIST SIZE&SPACING R-21 BATT INSUL. R-21 BATT 2x6 BOTTOM PLATE 2x6 BOTTOM PLATE GALVANIZED FLASHING P.T.2x6 SILL CONT. Xial 1/2"x10"ANCHOR BOLTCONC. FOUNDATION 4x8 HF#2 BEAM (OR PER PLAN) (SEE DETAIL 4) �� P.T. 2x SILL CONT.(SIZE&REINFORCING1/2" EXPANSION JOINT H� ' ha Q,o • CONC. PATIO SLAB PER PER FDN. PLAN & CONC. FOUNDATION 4"CONCRETE SLAB FDN. PLAN ON SHEET A-2.1 .I 4"CONCRETE SLAB ON - 1x4x16 GUSSET BOTH SIDES (SIZE& REINFORCING ° ° . NOTES ON SHT.A-2.1) -�� 2"STRUCTURAL FILL PER FDN. PLAN & ON 2"STRUCT. FILLCIIa COMPACTED STRUCTURAL z �,°� POSITIVE CONNECTION 4x4 POST(4x6 POST @BEAM Pl. �,�.• NOTES ON SHT.A-2.1) ° ° a a a aR. FILL BELOW 6-MIL VAPOR " c a a POST TO PAD FOOTING SPLICE TYP.) z °I RETARDER _ . .a.,,, I . I . 4 ,. (HOT-DIPPED GALV.) °I FINISH GRADE ��b f� ` ° "°:a-4�"•-aimM -. .- -._ysr _ 90#FELT ° I I �' 1 1I 1 1 1-1 IIIII ,i t 1 I 1 0 0 ' €o FINISH GRADE a 1 1 ° — I —III 11 1 u ,°Il,o - R-10 RIGID INSULATION @ la° OPTIONAL 8"LONG#4 REBAR —o°Ila° III III- z _ EMBED 3" INTO FDN. @ 24"O.C. • I I ° I -III. STRUCTURAL FILL TO BE a ° /� •I' —III SLAB EDGE(ABV. GRADE) I[ ° ) too _ GRANULAR MATERIAL ° . Q.L ` '°4r' Q'° ' C ' _'�'° ° &BELOW ENTIRE SLAB o (VERIFY W/BUILDER 'p 3 a a COMPACTED TO 95% ° .' ° ° ° . r° _opp� °Io _pa�� ° a° ° a° ° ° ♦� \: J� CONCRETE FOOTING(SIZE J1 - sr O•. &•A�, ' r CONCRETE FOOTING (SIZE ).° . G Q c . G Q . a Q A Z. .°0•i ° • ° A &REINFORCING PER FDN. ' 4 ° ' a a0&REINFORCING PER FDN. PLAN &NOTESONSHT.A-2.1) J 'A .. j �`�o Q L_ PLAN&NOTES ON SHT.A-2.1) CONC. PAD FTG. PER c A - - A :• a re FDN. PLAN& NOTES r ) GARAGE WALL \ TYPICAL FOOTING i SLAB EDGE DETAIL DETAIL 7 3/4" = 1' 0" \$/ 3/4" = 1' 0" �� 3/4" = 1'-0" Eo) PATIO/FLOOR 3/4" = 1'-0" EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) ► f—EXTENT OF HDR.WITH SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) NOTE: �2'- 18'FINISHED WIDTH OF OPNG. FOR SINGLE OR DBL. PORTAL---a- TOP PLATE CONTINUITY IS � REQUIRED PER R602.3.2 _ 1., f ° 0 0 o o N' J J J J 9 ° ° ° ° ° y O 0 0 0 0 0 1 —r r' ° ° ° ° ° o 0 °�� PONY WALL o TENSION STRAP PER TABLE 1� TENSION STRAP PER CONTINUOUS RIM JOIST ADDITIONAL FRAMING FULL HEIGHT BLOCKING HEIGHT P R602.10.6.4 ON OPPOSITE ° TABLE R602.10.6.4 ON MEMBER DIRECTLY ABOVE @ 16"o.c.ALONG a b SIDE OF SHEATHING q 0 OPP. SIDE OF SHTH'G 0 0 )1 BRACED WALL PANEL BRACED WALL PANEL / 0 0 0 0 0 0 3 0 0 0 0 0 0 v O 0 0 0 o m, g o 0 0 0 0 O 0 0 0 ° of MIN. 3"X 11-1/4"NET HEADER(STEEL HEADER PROHIBITED, 10 0 0 0 0 o FASTEN KING STUD / o 0 0 0 o III IF 1/2"SPACER IS USED PLACE ON BACK SIDE OF HEADER) Ip o 0 0 0 ° TO HEADER WITH I (6)16d SINKERS \( GllJ o 0 0 0 0 I 0 0 0 0 0 0 Ifil 1 0 0 0 0 . 0 .. 0 0 0 0. L111°` + ` ' FASTEN SHEATHING TO HEADER WITH 8d MINI AND JACK STUD ST I 0 0 0MUM ao 0 o R FASTEN TOP PLATE ►�.. COMMON OR GALVANIZED NAILS IN 3"GRID (KING ) \ TO HEADER WITH am = o 0 0 o PATTERN AS SHOWN I I • NUMBER OF JACK STUDS oII o op TWO ROWS OF 16d 8d @ 6"o.c.ALONG 8d @ 6"o.c.ALONG TOE NAIL 3-8d w 0 0 0 • PER TABLES R602.7(1)& d o 0 o SINKER NAILS @ 3" BRACED WALL PANEL BRACED WALL PANEL NAILS AT EACH I 0 0 0 o HEADER TO JACK-STUD STRAP PER TABLE R602.7(2) o,o .. O.C.TYPICAL MEMBER -J R602.10.6.4 ON BOTH SIDES OF OPENING ► d BLOCKING °° ° OPPOSITE SIDE OF SHEATHINGit" ° °° o o 0 o IF NEEDED PANEL SPLICE o 0 0 0 w• x MINIMUM 7/16"WOOD ►i 2-16d PLATE TO STUD �� o 0 0 o MINIMUM DOUBLE 2"x4" FRAMING COVERED L EDGES SHALL OCCUR o 0 0 o STRUCTURAL PANEL O w WITH MIN. 7/16"THICK WOOD STRUCTURAL OVER AND BE NAILED TO SHTH'G.C (A STRUCT. MINIMUM 24 IN.WO** -a BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL r I o 0 0 0 PANEL SHEATHING WITH 8d COMMON OR COMMON BLOCKING WITHIN o 0 0 o PANEL MUST BE CONT. GALVANIZED BOX NAILS AT 3"O.C. IN ALL THE MIDDLE 24"OF THE STRUCTURAL PANEL °° °° ° °° FROM TOP OF WALL M Z FRAMING(STUDS AND SILLS)AS SHOWN PORTAL-LEG HEIGHT. ONE ma EN - 0 0 0 0 TYPICAL ROW OF 3"O.C. NAILING IS ° 0 o TO BOTTOM OF WALL, 3-16d @ 16"o.c.ALONG 3-16d @ 16"o.c.ALONG 3-16d AT EACH 0 0 0 0 REQ'D IN EACH PANEL EDGE 0 0 0 o OR FROM TOP OF WALL J ORIENTATION OF STUD BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER 0 0 0 0 MIN. LENGTH OF PANEL PER TABLE R602.10.5 0 0 0 0 TO PERMITTED SPLICE I MAY VARY AS ALT. AREA 16d NAIL @12".... o 0 0 o FULL-LENGTH KING 0 0 0 0 0 0 0 0 ►= �° 0 . - STUD 0 STUART 3 I �, o0 00 00 00 GYPSUM WALLBOARD / y .4 o 0 0 o MIN. (2)1/2"DIAMETER ANCHOR BOLT(INSTALL TYPICAL PORTAL-FRAME o 0 0 0 5 ^ I �� o 0 0 o PER SEC. R403.1.6 W/3"x3"x1/4"PLT.WASHER) CONSTRUCTION o 0 0 o LOWER LEVEL i1►r. \I( ` ( a °0 0 ,/ P.T. PLATE TO CONC. FOUNDATION BELOW 1,1'► / 0 0 0 0 OPT. NON-STRUCTU- ' ,1l11��1� o 0 0 " o 0 0 o NAIL BOTTOM PLATE TO FILLER PANEL 1=1 --. - ---/,-- 0. ., o FASTEN SHEATHING TO P.T. PLATE(WHERE NO o 0 0 0 / JST. PER TABLE R602.3(1) ADDITIONAL FRAMING FULL HEIGHT BLOCKING RIM JOIST)WITH 8d COMMON NAILS @ 3"O.C. ( FOUNDATION DETAILS 5/16"-1/2" CONTINUOUS RIM JOIST °o°o o °o°0 1 °o°0 0 O10 ° o_o ` CONTINOUS WOOD MEMBER DIRECTLY ABOVE @ 16"o.c.ALONG �, �B • �_� 6d COMMON (SUBFLOOR,WASICRUCTURAL PANEL BRACED WALL PANEL BRACED WALL PANEL $ 8� $ - BRACED WALL DETAILS 8d COMMON NAIL(ROOF) BRACED WALL LINE I I I 1 ' EDGE SPACING 6"o.c. WHEN PARALLEL TO FLOOR/CEILING FRAMING FASTEN SHEATHING TO RIM JOIST WITH 8d I _ y - I 11 I1 �_ COMMON NAILS @ 3"O.C.TOP&BOTTOM I I INTERMEDIATE SUPPORT 12"o.c. ALT STUD I 11 I 0® BRACEDWALLPANELCONNECTION ° ° ° ° ° ° °CORNER DETAIL ° - � �° ° � f JOB NO: STUART LOWER LEVEL -0 3/4" = 1'-0" 3/4" = 1'-0" ° FRONT ELEVATION SECTION DESIGNED: LG DRAWN: SD/JR/BJ (3) CONTINUOUSLY" SHEATHED PORTAL FRAME DATE: 4/16/2019 SHEET OVER CONCRETE OR MASONRY BLOCK FOUNDATION /\-2 . 2 WA SE• IIII IMES SI a 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" "E"atii TO FDIC)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 FRAMING PLAN INSTALL ML26 WI SDS 1/4x1 1/2 EACH BLOCK TYP, 11. UI-ii/ UI 16III / -, , i i SEE FOUNDATION NOTE#1 N INSra ii AlI �:� II \ IL , , 6" MIN. I •4 WHERE F.J. PARALLEL TO FDN. INSTALL 2x BLOCKING ) =1 =) _) —)))= Obi e°° ' (MATCH JST. DEPTH)FIRST NO SURCHARGE OR WHEEL o 32"&SCREW OR NAIL SHTH'G / "E" LOADS WITHIN 5'-0" Oo ° I INTO BLKG. @ 3"O.C.TYPICAL er A 5 DEGREE MAX. SLOPE • > A . "F" g�G° • 4 (SEE COLUMN"G"IN BRACED • O� ,° I RETAINING WALL SPECS. NO FLOOR FOR - T CONC. FDN. DAMP-PROOFING o I FOR O.C.SPACING OF BLKG.) TO BE WATERPROOFED, FDN. Oig o, °a AT LEAST 12" I FRAMED WALL OPTIONAL WALLS THAT RETAIN EARTH& o•I(,•A , - o� i -5 DEGREE MAX. SLOPE ENCLOSE INTERIOR SPACES It I o °o cl` ° AND FLOORS BELOW GRADE D j' Is . 4 8" MIN. p ° 'b l SLAB OR SOIL OKAY SHALL BE DAMPPROOFED oQ.'A , FROM THE TOP OF THE FTG. Oo1 NOTE: s. '� • o 0•1' to . O °z QoPll(1--- (I1=1(1=1tEc-M TO THE FINISHED GRADE o 1° 14 DO NOT BACKFILL FOUNDATION fie=2500 psi 4 oy" A • ' 60 ksi, grade 60 '•° Oo MIRA DRAIN 2,000 OR ��/I o UNTIL FLOOR DIAPHRAGM IS = „ „ �� o t. W ° A .00� MIRA DRAIN 2,000 OR WASHED GRAVEL(OR SIM.) c • CONNECTED TO WALL MIN. SOIL BEARING °° "• Oo �� ° 0 o WASHED GRAVEL (OR SIM.) O. 4 SO I 'A A = 1,500PSF 211 loQ oQo e A ;1 2" CLR. f c=2500 psi o01 a° 14MAX. NO. OF STORIES „ „ it Q fy=60 ksi, grade 60 g0�.•A I "W„ SUPPORTED = 2 STICK X "A , •„00 MIN.SOIL BEARING EQUAL o os A . "A" FRAMED RESIDENTIALt. A (�o i = 1,500 PSF ' • FLOORS + ROOF W/ cis ° o (F) A ' 25 PSF SNOW MAX. • IoQ B° MAX. NO.OF STORIES o•O" "X" , . • IOo SUPPORTED=2 STICK Qoo�°° 4 D. G. . o FRAME RESIDENTIAL UPI '° ' IF STUB BARS MINIMUM °• °• 4 Qo9 IF STUB BARS, MIN. FLOORS +ROOF Wl oopl • LAP SPLICE=24" 4"(MIN.)CONC. ,•p . l�o LAP SPLICE =30" 25 PSF SNOW MAX. d °° 4 DIRECT FLOOR SLAB 12'-0" WIDE (MIN.) , on.OI 0S / "Bides I , ' 4"(MIN.)CONC. DIAPHRAGM CONN. • • 0 s. a ��i���-��� 3" DIA. (MINI.) OOp1"p°°IW • SLAB 12'-0"WIDE(MIN.) a a 4 4 4 p •I 1�-1`�o Imo- PERF. DRAIN eSI 4 \-- Vp . 0'g° 4.9° 4.4 _ 4.9° 0•g, i•,•Oo10o•0�IDgo TO DAYLIGHT :1 ° I'I, - • 4 • 4 '° • 4 •• , 4 •• • 4A. 44•_ 4n 4 4 4 4 /A.p pp0 CP11� •-�o P I{`p�, SCREWS OR U IerQ 4 4 °f• • 4 D 0 n A . n A . > A . > A . > A . n A A r0 1± 00' � 1�° 'A . 4•n „ b'A . 4'A NAILS @ 2"O.C. N a>� o_. '. ••"* a •�� 0oQ 00 "D" U Z $ STAGGERED En- 4 4 4 4 4 4.60 �0 06� o I Ii1 0 A . A . A ?'n 4'n 4 A 4'n 4'n /�'n n o 0 0 000 1/,� QO •0e, O__°,- • ° OHO, "Z" ='1 \ M n wIt 'A -44•n 4'A 44% Z 111=111—Ill—IIl=111=III=111=III=111— =ill I �111=III=111=III= I=111 °u ,I "Z" 4"DIA. PERF. PIPE IN FREE-DRAINING Y ::-_-=_Ill 0i 'o° °A ' -"Y" GRAVEL BASE o HEEL/ C /TOE �g' ° '4 ' BEAMS OR TOE / "C" /HEEL • • A. FLOOR JOISTS PER PLAN OBRACED RETAINING WALL DETAIL (2 CANTILEVERED RETAINING WALL DETAIL SCALE: 3/4" = 1'-0" _j SCALE: 3/4" = 1'-0" BRACED RETAINING WALL SPECIFICATIONS (TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM) CANTILEVER RETAINING WALL SPECIFICATIONS (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" READ #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)144 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 STUART 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 en 5o'-0" / / IMINIIMO 111111 18'-0" 32'-0" FLOOR FLAN MOTES : / 5_8 1-' 4'-10" / 14'-■O" 111-2" / GS ellIMM / / / / S n " n " " " " i i i " 3'-9 3'-9 4'-1 lh 3' 4Y2 3'-4h 3i-I I I5 2i 8 3' 4s5" 3-4h" 3-5�'i" 4-315 / / / / / / / / / / / / / 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 L ANDED GENTRY VERIFY DIMENSIONS SHOWN ON PLANS. DO NOT SCALE OFF DRAWINGS. CLEARANCE PER IRC 001. USE PLYWOOD DAMS TO CONTROL CEILING / 15'-61Fs 16'-5�/ / INSULATION REQUIRED /�V" 16'-0" 294/ HOMES AND COMMUNITIES 2. FRAME MAIN FLOOR EXTERIOR WALLS WI 104 5/8" 2x6 STUDS • 16" O.G. TYPICAL, FRAME LOWER FLOOR EXTERIOR WALLS WI 104 5/8" 2x6 STUDS 25. PROVIDE PARTICLE BOARD UNDERLAYMENT AT VINYL. COORDINATE • 16" O.C. TYPICAL THICKNESS WI OTHER FLOOR FINISHES TO PROVIDE SMOOTH AND mar N LEVEL TRANSITIONS \ X 3. FRAME MAIN FLOOR INTERIOR WALLS W/ 104 5/8" 2x4 STUDS • 16" O.C. W/ 1/2 GYPSUM WALLBOARD BOTH SIDES. FRAME LOWER FLOOR INTERIOR 26. USE PRIMER/SEALER ON GWB BEFORE AND AFTER TEXTURING P.T. OR CEDAR RAILING PER BLDR. " (VERIFY) 6x6 POST WALLS WI 104 5/8" 2x4 STUDS • 16" O.G. W/ 1/2" GWB BOTH SIDES TYPICAL (2 TYPICAL) UNLESS NOTED OTHERWISE. 21. PER 2015 WSEC SECTION R406.2 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS: MEDIUM DWELLING UNIT (MORE THAN 1,500 S.F., LESS _ COVERED 4. FRAME GARAGE WALLS W/ 2x6 STUDS • 16" O.C. (VERIFY HEIGHT OF THAN 5,000 S.F.) REQUIRES 3.5 ENERGY CREDITS. TO ACHIEVE THIS, O x DECK 2 It -611 WALL ON-SITE PER AS-BUILT FOUNDATION) THE FOLLOWING HAVE BEEN SELECTED FROM TABLE 406.2: a' O I6'-5" x 9'-0" O ?' OPTION la (.5 CREDITS): EFFICIENT BUILDING ENVELOPE (SEE NOTE '15 0 A 5, PLUMBING WALLS TO BE FRAMED WI 2x6 STUDS • 16" O.C. SEE PLANS FOR INSULATION VALUES FOR LOCATIONS (VERIFY JOIST PLACEMENT ABOVE AND BELOW FOR OPTION 3a (1.0 CREDITS): HIGH EFFICIENCY HVAC EQUIPMENT. USE GAS CLEARANCE) FIRED FURNACE W/ MIN. AFUE OF 94% (USE CHAMPION GAS FURNACE - 3060 SH OR EQ., VERIFY WI BLDR. - W/ 95% AFUE). \ \ (3)3060 SH (SEE NOTE '14) (2)3060 SH (TEM- 6. ANGLED WALLS TO BE 45 DEGREES TYPICAL UNLESS NOTED OTHERWISE OPTION 5a (.5 CREDITS): EFFICIENT WATER HEATING. ALL SHOWER I I I I I I ICI �I I \ \ \ HEADS 4 KITCHEN SINK FAUCETS SHALL BE RATED a 1,15 GPM OR LESS. 4x6 HF'2 (EA, WDW.) 4x61HF'2 (EA. WDW.) 3080 FRENCH 1. DIMENSIONAL LUMBER TO BE HEM-FIR '2 TYPICAL UNLESS NOTED ALL OTHER LAVATORY FAUCETS SHALL BE RATED • 1.0 GPM OR LESS. I DOOR (TEMP.) =r OTHERWISE OPTION 5c (1.5 CREDITS): EFFICIENT WATER HEATING. WATER HEATING 4 I (4x6 HF'2) tyl- It SYSTEM SHALL INCLUDE GAS WATER HEATER W/ MIN. EF OF 0.91 (USE I F 2 8. UNLESS NOTED OTHERWISE USE 4x6 HF'2 HEADER IN 2x6 EXTERIOR WALLS NAVEN NPE-180A - OR EQ., VERIFY W/ BUILDER - WI UNIFORM ENERGY I I * 0 \ `. ABOVE DOORS AND WINDOWS W/ R-IO (MIN.) INSULATION. USE 4x6 HF'2 FACTOR OF 0.96, RECOVERY EFFICIENCY OF 99%). HEADER IN 2x4 EXTERIOR WALLS (IF APPLICABLE) ABOVE DOORS AND 2640 SH I 4 4 WINDOWS U.N.O. BEAMS AND HDRS. TO HAVE 1 1/2" MINIMUM BEARING �\ 1-1 I a 4x6 HF'2 p 1 • >O \ \ TYPICAL U.N.O. (BEAMS SHOWN ARE MINIMUM REQUIRED OR BETTER, " " I w z Ul SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION) [10 �' �Q 536MASTER BEDROOM d1 I U t10 v /84- R 14I_i" x 11'-1" g Q = W I9. VERIFY PLACEMENT OF 4x6 POST IN STUD WALL BELOW ENDS OF en " (OVER-ALL) V� I O LIVING GIRDER TRUSS ABOVE W/ ROOF FRAMING PLAN ON SHEET A4.1 01 WALK-IN _ " it d7) I o I CLOSET s 16'-8 x 18'-9 J z 10. PROVIDE 2x6 BACKING IN ALL BATHROOM WALLS FOR TOWEL BARS, tO TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. BETWEEN STUDS. 9 - I MASTER BATH 3'-O" I w I \ \ COORDINATE WI BUILDER/OWNER FOR LOCATIONS r w Y W 1 O 1 LL N iv II. INSTALL 1/2" HIGH-DENSITY GYPSUM WALLBOARD AT GARAGE/HOUSE cp I 3'-0" 36" BI-FOLD ID in \ I l5'-41t" 1'-9It" _ - /\ �n 84" I `xx \ WALL AND GARAGE BEARING WALLS, 4 5/8" TYPE-X GWB a GARAGE 10'-5" 3'-Ills" 8'-4" I / 8'-10" CEILING I m VANITY in 12, INSTALL 20-MINUTE RATED DOOR ASSEMBLY W/SELF-CLOSING HARDWARE LINEN ;4;LN Co; 3'-0 s i I 34 1/2" HIGH 2x4 13. REQUIRED STAIR RAILINGS TO COMPLY WITH IRC SECTION 312. DECK \ \ OPT. ARCH �t 1 STUDS e 16" O.C.RAILINGS TO COMPLY IF DECK IS 30" OR MORE ABOVE FINISH GRADE I BELOW SEE NOTE '19 -y 4D \ (VERIFY ON-SITE). I II VAUTED IW II I 14. EGRESS WINDOW DIMENSIONS, CLEAR OPENING AND SILL HEIGHT TO _ 6'-9W" / 4'-3" / 11-5" I'-61.t" I Q, I I KITCHEN I COMPLY WI IRC SECTION 310.1 (VERIFY WI WINDOW SUPPLIER AND/OR O _ _ I Q� 1 1 10' 4" x 14'-0' r _ �4 CRAWL SPACE ACCESS I r I I -O - O Q MANUFACTURER) v - _ O STAIRS (SEE NOTES '18, - 1 VAUTED r I Z On I I 0 -0 N a COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE 4 '21 AND '24) DINING Ili w 1 I ' 00 w `t IRC CHAPTER 11 IS AS FOLLOWS: 1 `o�C 14'-5" x I3'-0" 9 1 V w 1 1 W ? 0 0 b ' °' SLAB: R-IO a PERIMETER 4 UNDER ENTIRE SLAB d - - M ^ I 11 0 O - ;i 1 Ili Q Q „, m , 0 ,I 21 ( -IO MIN. a HEADERS, TYP.) I 4 U WALLS: R RIli \ F INT. BSMT. WALLS: R-21 O ~ FLAT CEILING: R-49 (R-38 IF INSUL, DEPTH IS MAINTAINED TO 1 '- VAULTED I w 0 OUTSIDE FACE OF EXT, WALL) a� tU I 2 CAR GARACxE � w I CEILING: R-38 = Z-g� V I DOORS: U=.200 MAX. (ONE DOOR UP TO 24 S.F. EXEMPT) 0 I p n WINDOWS: U=.280 MAX. 4" 0 SEE NOT£ 'l l \ �- GLAZING: 393.0 S.F. . 14.5% OF FLOOR AREA SKYLIGHTS: U=.500 MAX. SHELF 4 ROD 1 R I FURNACE TYPE: NATURAL GAS FORCED AIR (VERIFY W/ BUILDER) \ GUEST - r+ 0, I PANTRY _ - REFER TO 2015 WSEC CHAPTER 4 4 IRC CHAPTER II FOR VERIFICATION OF MECH. 60" BI FOLD L = _ THESE VALUES SEE NOTE '12 VOID / 2-10" 4'-21hI' OFIT. RGH O =// \ \ as 16. MINIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS I'-115" 3'-4" I'-414" 1'-014" 6'-4s5" 9 G1 _ �'�8 " / 1'-1" (CALCULATED • I/3OOth OF ATTIC AREA): 10 �.'I W/O OPT. DECK ROOF: z Q �l ' ALL m IL z 12 U MIN. REQ'D: 1,011.36 SQ. IN. \ '/ Q t x 2'-8" O ad ACTUAL PROVIDED: COI: 1,436.30 SQ, IN.: CO2: 1,319.95 SQ. IN. .i t _ = 1 4 1 1, \ I 0 VENTED BLKG.: COI: 116, 30 SQ. IN, (16 • 9.425 SQ. IN. EACH) = ENTRY = .._ CO2: 659.15 SQ. IN. (1O • 9.425 SQ. IN. EACH) `p �+ STUDY RIDGE VENT: 120.00 SQ. IN. (60 L/F a 12 SQ. IN. PLF) 4L = I r I 10'-0" x 12'-0" 01 WI OPT, DECK ROOF: in a B O m m I I J 18" x 24" (MIN,) MIN. REQ'D: 1,142.40 SQ. IN. \ \ \ ACTUAL PROVIDED: COI: 1,601.10 SQ. IN,: CO2: 1,551.15 SQ. IN. 5 I/8x18 GLB 24F-V4 DF/DF CONT. (SEE SHT. A3.3) " Q PWDR. 0I- CRAWL SPACE VENTED BLKG.: COI: 191.10 SQ. IN. (84 • 9.425 SQ. IN, EACH) V.T.O. L - - _ " OIj Ul ACCESS (SEE Q Q 4 Q .1 0O N O NOTE 'IS) CO2: 135.15 SQ. IN. (18 a 9.425 SQ. IN. EACH) RIDGE VENT: 816,00 SQ. IN. (68 L/F • 12 SQ. IN. PLF) ;t _ /A 4x6 HF'2 4 - HF to 4x6 HF'2 (EA. WOW.) 1. mmimilm ICI_ Nt Il. SEE ELECTRICAL PLAN ON SHEET Ell FOR LOCATION 4 SIZE OF EXHAUST \ \ \ \ FANS. LOCATIONS AND SIZES REQUIRED TO COMPLY W/ 2015 IRC MI503 I 2640 SH P50 (2)30 T IC. (SEEEENOTE *14) ARE AS FOLLOWS: 1g+ TEMP. I I = KITCHEN: 100 CFM RANGE HOOD P.T. OR CEDAR (VERIFY) 6x6 POST a LAUNDRY: 50 CFM 80 CFM RECOMMENDED) Q WRAPPED PER BLDR. (2 TYP. FOR 12 PORCH 21 I m Q BATHROOMS: 50 CFM (80 CFM RECOMMENDED) A COI: 3 TYP. FOR CO2). ADD 16" x 16" IC 20'-O" x 6'-O" I 1 II �i I 5VERIFY INSTALLATION OF GEC OUTLETS IN ALL WET AREAS. VERIFYi in `Q NOTE: ALL FANS ON 20-MINUTE TIMER TYPICAL. ELECTRICIAN TO MASTIC-APPLIED STONE COL. BELOW IA RAILING a CO2 FOR CC2 FOR ELEV. CO2 ONLY r I la11 (SEE ELEV.) r ELEV. CNLY f 1 1 TYPES 4 LOCATIONS OF ALL ELECTRICAL FIXTURES W/ OWNER AND/OR \ a L L 1 I s = BUILDER fi STUART 3 l8. INSULATE ALL ACCESS DOORS/HATCHES TO CRAWLSPACES/ATTICS I2�'s" 9'-914" / 9'•9�4" / 34" TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR 20'-0" 10'-0° LOWER LEVEL CEILING THROUGH WHICH THEY PENETRATE 4'-sus" }'-101h'j 4'-l" t'-215'/ / 2'-BSt" /2'-0"/ / 3'-14a" / 3'-41's" / 3' 9�i" 19, MOUNT HWT ON PLATFORM 18" ABOVE GARAGE SLAB PER IRC 1301.3. STRAP HWT TO WALL PER IRC M1301.2, PROVIDE OVERFLOW PAN 4 /2'-0"/ 16'-0" /2'-0" 61-4" / 4'-1" / 5'-II" /2'-41Fs" / IO'-9l5" MAIN FLOOR PLAN PIPING PER IRC CHAPTER 28. INSTALL T 4 P VALVE 4 PIPE TO EXTERIOR TERMINATION / 20'-0" �,-0II 50'-0" / COASTAL 1 & 2 20. VERIFY WHOLE-HOUSE VENTILATION METHOD WI HVAC CONTRACTOR / / (MINIMUM BATH FAN ON TIMER OR BETTER) 21. DISAPPEARING STAIRS OR ATTIC ACCESS PANEL COVERED W/ 5/8" MAIN FLOOR PLAN JOB NO: STUART LOWER LEVEL GWB AND PROVIDED W/ WEATHER STRIPPING GASKET SCALE: I/4•" I'-O'� 1,632 SQ, FT, DESIGNED: LG 22. FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR DUCT AT DaAwN: J R LEAST 6 SQ. IN. AND PROVIDE READILY OPERABLE DAMPER. INSTALL GAS FIREPLACE WI CLEARANCES AND COMBUSTION AIR PER 2,102 SQ. FT. TOTAL: MANUFACTURERS RECOMMENDATIONS AND PER CODE GARAGE: 480 SQ. FT, DATE: 5/06/2019 FRONT PORCH: 120 SQ. FT, SHEET 23. 12 - 16" FIBERGLASS FACED GWB BACKER AT TUB/SHOWER SURROUND BACK DECK: 148 SQ. FT, q_ 3 , 1 LOWER PATIO/DECK: 148 SQ. FT. WA eee a 50'-0" CMSil 18-0' 32 SI - 15'_3'/i" 2'-2'h" 12'-3" 2'_8" Il'-I" 4111 , 51-1" 3'-415" 3'-415" 3'-1115" 4'-1'h" 3'-415" 4'-3" 2'-115" 3'-5It" 3'-4It" 3'-415" 4'-3" LANDED GENTRY 15'-6I5" 16'-51&1 HOMES AND COMMUNITIES ` 244" 8'-0" , 8'-0" �h" P.T. 6x10 BEAM N ii ii I P.T, 6x10 :EAM P.T, 6 10 BEAM P.T. •R CEDAR (VE'IFY) 6x6 PO (3 T PICAL) ATTACH LEDGER TO END JST, / Pt 2K10 1-1F"2 BECK JCISTS a 16" O,C, Q DEC WI 1/2" DIA, LAG SCREWS e 23" -! m RAI INC PER BLD-. 16'-5" x -'-O" 'o O O,G. (2 ROWS STAGGERED) 4 (SEE NOTE "13, 3, 1/2" (MAX.) SWIG. SEE R501,2 it TABLES R501,2 4 R501,2,1 a FIGURES R501,2.1(1) 4 R501,2.1(2) (2)3050 SI4 (SEE 3060 SW I IJ J J IL JL JL JL JL JL JL JL JL L LI NOTE *14, 514T. A3.1) (TEMP.) (2)3060 S-I 11 IL IF ICI ICI i -I�-�I ICI 1 4x6 HF*2 (EA. WDW.) I 34480 FRENCH 4x6 I-IF"2 (EA. WDW.) I PR•VIDE HOLD DOLLN TENSION I D•OR (TEMP.) I DE ICE PER R5.1,2.4 4 FIGURE - _ I 4x6 14F"2 I itR5.1.2.3(1) NOT ESS THAN (2) O m t LO. ATIONS PER DECK, WITHIN — 0 9 2x6 FURRING a 16" O.C. - � 2' •" FROM A. ; ND OF DECK. -Th Q W/ CAP (VERIFY) C' (3)3050 SW (SEE EA. DEVICE SHA L HAVE 1,500" .1. �j NOTE "14, BHT. A3.11 co4 0ul II O MN STRESS CA-AG It n Q m I Q — ■ ■I 4x'++F"2 (EA, RI BEDROOM •2 o LL 7 'r o - I 11'-9 x 12'-4 CO -1 W — m 9 J I in Itpk° II 1- 1`� FAMILY aII � IV -si iv x P. I- W ILL I x- 0 - U 2)112 1-4F"2 F_OOR JOISTS e I6" 0,G. S �--2x12 DF-L"2 FLOOR JOISTS e 12" O.C. v BEDROOM *3 i a�i Q 43 DEFLEC-ION) U 14'-8 x 10-5 in I \ I �' — J ' I. , - JL JL� e,, , ITII9 4x4 NF"2 df2xd Ft P. 2x6 FURRING a I6" O.C, trei x— O 1 r I \CWINA.L)L W/ CAP (VERIFY) 2'-8" 3'-1�i° 41-2" , 1'-31.5" 3'-14" , 6'-85° , 3'-5 " ��BEARING 2-8 '� r I 4' e s:„, — t I al as cr K' 2x12 SOLID BLKG, BELOW " N LINEN (K BRACED WALL ABOVE (SEE SHT. A3,4 d DET, "2, / 2x12 HF"? FLOOR 4 d 6„ al 48" VANITY 0 8 SHEET A2.2) JOISTS a 16" O.C. % 4 U trib BATI I LiCa z 2'-8 _ .' I 7 IX v O w � v Si A O = 21-8" n II m m 1'-315"i 13'-9)5" WALL BEARING- co in OVERLAP 'LR- JSTS. 3" a 18" x 24" (MIN.) .r _ x4 4F412 WALL/ SEAM BEARING 4 CRAWL SPACE I _ (MIN.) NAIL TOGETHER W/ '3)ICcI - ACCESS (SEE - Iiv uNFN1SHED 9 NAILS cER IRC R502.6, 9 NOTE "18, SHT, 1- T 1 STORAGE/OPT. TYPICAL c, A3,U I MEDIA ROOM - - - I at OPT. MEDIA: 191-6" x 12'-10" O 2x12 SOLID BLKG. BELOU I 1 v (ADD 266 SQ, FT,) N _.....--BRACED WALL ABOVE �` - J 6' n (SEE SHT, A3,4 t DET, *2 STORAGE 04 SHEET AL I Q FURN, I R a J 0 18 x 24" (MIN.) CRAWL SPACE Xc ACCESS (SEE NOTE "IS SHT,AS.I) O CO 2x12 H="2 FLOOR JOISTS to 16" 0,7, - / 9 v I I I I I I I .9 I I STUART 3 211-0" , LOWER LEVEL / 20'-0" / 30' 0" 50'-0" LOWER FLOOR PLAN & MAIN FLOOR MAIN FLOOR FRAMING FLAN LOWER FLOOR FLAN FRAMING PLAN SCALE: 1/4" = I'-0" SCALE: I/4 = 1 -O 1,010 SQ, FT, COASTAL 1 & 2 (1,335 W/ OPT, MEDIA ROOM) JOB NO: STUART LOWER LEVEL DESIGNED: LG DRAWN: JR DATE: 5/07/2019 SHEET A.3 . 2 WA � WIND CALCULATIONS: IRC TABLE R602.10.3(2) FOOTNOTES (A) \/ (a) 411 SD S NUMBERED WALL LINES LETTERED WALL LINES I y 50'-0" Iii / IIIIMISP EXPOSURE CATEGORY 1.0 1.0 I 22' 0' 25'-0" 1 3'-0" / ROOF SAVE-TO-RIDGE HEIGHT 1.0 1.0 S ° / i LANDED GENTRY 3r-o" I / 8'-2" 2' 6" l' 4" 2'-1h" / y i 9' 9" / 3'-11" / I3'-4" ,/ 2'-8" / HOMES AND COMMUNITIES y / / WALL HEIGHT 1.0 1.0 t 4'-°" I / NUMBER OF BRACED WALL LINES 1.45 1.30 I I WIND FACTOR TOTAL 1.45 1.30 I I I I II BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION R602) I I I I 'I I BRACED BRACING BRACED REQ'D BRACING: WIND GYPSUM PANELS TOTAL BRACING ACTUAL BRACED T WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR W/ HOLD- LENGTH REQ'D WALL PROVIDED II INDICATOR TABLE R6O2.IO.4 SPACING R6O2.IO.3(I) TOTAL TOTAL DOWNSK I I 1 CS-WSP/CS-PF 24'-0" 3.60' 1.45 N/A N/A 5.22' 19.19' CS-IUSP CS-WSP 1 CS-WSPl I \ \ \ NI- ICI I_ICI I� \ \ \ 8 2 GB 26'-0" .00' 1.45 N/A N/A 11.60' 13.06' I I I N 0 3 GB 26'-O" 8.00' 1.45 N/A N/A 11.60' 15.02' O - W I N O p I 3 I I U \ v 4 CS-WSP 26'-0" 3.90' 1.45 N/A N/A 5.66' 24.42' ~ - �-s - - - - y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - \ I 9 !� CS-WSP 22'-0" 3.30' 1.30 N/A N/A 4.29' 32.15' CS-WSP CS-WSP I ,-, I I i B WSP 25'-0" 4,25' 1.30 N/A N/A 5.53' 14.00' C GS LUSP 25'-0" 3.15' 1.30 N/A N/A 4.88' 40.00' Ico I ' D 0 N II U 0 - SEISMIC CALCULATIONS: IRC TABLE R602.10,3(4) " I I I ADJUSTMENTS I N I THIS !AREA = 652.0 SQ. FT. I - STORY HEIGHT 1.0 /\ )-el, I -01 O 1o' .1 " y N WALL DEAD LOAD 1.0 (54 3/4" EFFE TIVE) GB I GB I - ' ROOF/CEILING DEAD LOAD 1.0 © - -N.- - - - - - - _ BBB- I I n I STONE/MASONRY IN SDC C-D2 N/A 6'-° �" 3�" / 3'-II z" 1'-81�i" I'-6 s" 1 a IIV CRIPPLE WALL N/A 0 t o �I w z , N V. a Ill cil SEISMIC FACTOR TOTAL 1.0 0 u \ - I z T Q I J tt m lift BRACED WALL LINE - SEISMIC COMPLIANCE (SECTION R602) 10 ' I , BRACED BRACING BRACED WALL REQ1D BRACING: B.W.L. SPACING SEISMIC FACTOR: BRACED WALL ACTUAL 1 WALL LINE METHOD: LINE (B.W.L.) RATIO TABLE FACTOR: RATIO STORY HEIGHT REQ'D (AFTER BRACED WALL 6'-S " id-a" INDICATOR TABLE R6O2.IO.4 TOTAL LENGTH R6O2IO.3(3) TABLE R602.IO.3(4) TABLE R602.10.3(4) ADJUSTMENTS) PROVIDED I / / I / 1 CS-UJSP/CS-PF 50'-0" 8.50' 1.0 1.0 8.50' 19.19' - O , 2 GB 21'-0" 8.10' 1,04 1.0 8.42' 13.06' n I_ - - - - - - -GB- - - - \�- � - - - - - - - - -�- - 0 = N I V, s., 3 GB 23'-0" 6.90' 1.04 1.0 -Ha' 15.02' GB a m p GB U O 4 CS-WSP 50'-0" 8.50' 1.04 1.0 8.84' 24.42' I - _ t = a GB! A CS-WSP 36'-0" 6.12' 1.0 1.0 6.12' 32.15' / B I - WSP 46'-0" 9.20' 1.0 1.0 9,20' 14.00' , 411) I I, II C CS-WSP 46'-0" 182' 1.0 1.0 1.82' 40.00' ° Q \ 1 ° I,S25" (MINJ TENSION STRAP_ I = - - = yI `9 ___X NDR. TO DBL STUD BELOW a 0 N 4x12 (MIN.) CONT. NDR. n BRACED WALL NOTES : G5_PF CS_PF O r \ 1. PER IRC TABLE R602.10.4 INTERMITTENT BRACING METHODS: v a / METHOD GB: INSTALL 1/2" GYPSUM WALLBOARD W/ NAILS OR SCREWS € 1" SPACING AT PANEL EDGES INCLUDING TOP 4 BOTTOM PLATES 4 1" O.C. IN FIELD; FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL \ \ i a OR SCREW SIZE, SEE TABLE R602.3(I): FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R1O2.3.5 ICS-WSP CS-WSP CS-UJSP 1 1 OS-WSP \ \ \ 2. PER IRC SECTION R602,10.6.1 METHOD ABW: ALTERNATE BRACED WALL PANELS I I ALTERNATE BRACED WALL PANELS TO BE CONSTRUCTED PER IRC SECTION R602.10.6.1 (REFER TO FIGURE I I I II R602.IO.6.1 ALTERNATE BRACED WALL PANEL) I I I II 3. PER IRC SECTION R602.IO.6.2 METHOD PFH: PORTAL FRAME WITH HOLDDOWNS COASTAL 2 ONLY I METHOD PFH BRACED WALL PANELS TO BE CONSTRUCTED PER IRC SECTION R602.10.6.2 (REFER TO FIGURE R602.IO.6.2 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS) 4. PER IRC SECTION R6O2.10.4 4 R602.IO.4.3 (EXCEPTION *3) CONTINUOUS SHEATHING BRACED WALL PANELS. /2'-0" / STUART 3 CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE 101a" 16'-3" I 10�" 3'-25" 2' 6" 5'-8" 5'-I" 4'-10�a" 6'-4�i" 2'-3�a" LOWER LEVEL SURFACES ON ONE SIDE OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE / l / / / / / / / / END WALLS. BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS / 20'-0" / 30'-0" LISTED IN TABLE R602.10.4. DIFFERENT BRACING METHODS, OTHER THAN THOSE LISTED IN TABLE R602.10.4 SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING / 22'-0" / 25'-O" / 3'-o" / 5. PER IRC TABLE R602.IO.4 CONTINUOUS SHEATHING METHODS: / 5O o' / MAIN FLOOR METHOD CS-WSP: INSTALL MINIMUM 1/16" WOOD STRUCTURAL PANEL W/ 8d COMMON NAILS e 6" SPACING PANEL BRACED WALL PLAN EDGES AND 12" SPACING FIELD, OR 16 GAUGE x 1 3/4" STAPLES is 3" SPACING PANEL EDGES AND 6" SPACING MAIN FLOOR BRACED WALL FLAN FIELD COASTAL 1 & 2 6. PER IRC FIGURE R602.IO.8(1) WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL- SCALE: 1/4" = I'-0" HEIGHT BLOCKING (CENTERED) CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. NAIL BOTTOM PLATE TO JOB NO: STUART LOWER LEVEL EACH BLOCK BELOW W/ (3)16d NAILS. IF FLOOR ABOVE NAIL EACH BLOCK W/ 8d NAILS TOENAILED 6 6" O.G. TO DOUBLE PLATE BELOW (MAXIMUM SPACING) t DESIGNED: LG NOTE- . DRAWN: JR 1. PER IRC FIGURE R602.IO.8(2) WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT. 8. PER IRC TABLE R6O2.10.5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS TO SINGLE FLOOR JOIST CENTERED BELOW (OR PONY WALL c CRAWLSPACE) W/ I6d NAIL B 5" O.C. MAX. IF NO FOLLOWS (9' WALL): WALLS USING MIXED BRACING METHODS USE THE WORST-CASE VALUES DATE: 5/07/2019 JOIST BELOW INSTALL FULL-HEIGHT BLKG. 0 16" O.G. 4 NAIL BOTTOM PLATE TO BLKG. W/ (3)I6d EA. BLOCK. NAIL < = 12" OPENING: 21" MINIMUM PANEL WIDTH FOR REQUIRED WALL BRACING AMOUNT (EXAMPLE: A CS-WSP/GB WALL SHEET BLOCK TO FLOOR JOISTS W/ (2)16d EA. END. IF FLOOR ABV. NAIL FLOOR JOIST (CENTERED) TO DBL. TOP PLATE 84" OPNG.: 32" MIN. PANEL WIDTH IS CALCULATED USING GB VALUES ONLY, THEREFORE IT WILL PERFORM W/ ad NAILS e 6" O.C. ALONG BRACED WALL LINE. IF BLKG, ABV. NAIL EA. BLOCK TO TOP PLT. W/ (3)8d NAILS 96" OPNG. 41" MIN. PANEL WIDTH BETTER IN REALITY THAN AS SHOWN IN CALCULATIONS)4 NAIL BLKG, TO JSTS. W/ (2)I6d NAILS EA. END A... 3 3 ■ WA an WIND CALCULATIONS: IRC TABLE R602.10.3(2) FOOTNOTES \ /5 ea I (a) ea NUMBERED WALL LINES LETTERED WALL LINES City 50' O" I / la ffsa EXPOSURE CATEGORY 1,0 1,0 I ROOF EAVE-TO-RIDGE HEIGHT 1.30 1,30 la'-o" 22 0 25 'o 1 3 0 / LANDED GENTRY le / 32-0 I / HOMES AND COMMUNITIES WALL HEIGHT 1,0 1.0 L 3_1" f 9'-9" }, 4'-8" / 3'-I�" / 6'-4i° / 6'-5" / 13'-4" 2_g NUMBER OF BRACED WALL LINES 1.0 1.30 1 / 4' O" / I WIND FACTOR TOTAL 1.30 1.30 I ACT g I I BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION R6O2) ! I I BRACED BRACING BRACED REQ'D BRACING: WIND GYPSUM PANELS I I WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR W/ HOLD- LENGTH BRACING ACTUAL BRACED INDICATOR TABLE R602,10.4 SPACING R602.10.3(I) TOTAL TOTAL DOWNS LENGTH REQ'D WALL PROVIDED I I , 1 GB 18' 0" 10.50' 1,30 N/A N/A 13,65' 30,15' ' I I M I 2 CS-WSP is'-O" 5,00' 1,30 N/A N/A 6.50' 20,54' \ \ \ I GS-WSP I \ is it-WSP CS -WSP A WSP 22'-0" 1,10' 1.30 N/A N/A 9.23' 12.00' --ram— {r� I� \ \ \ B WSP 25'-0" 8.00' 1,30 N/A N/A 10.40' 25.33' c \p v r 1 = 0 .. ,_ _ _ _ _ _ _ _ , _ _ I Isr C WSP 25'-O" 8.00' 1,30 N/A N/A 10.40' 14.00' IGS-WSP ` CS-WSP \ II I SEISMIC CALCULATIONS: IRC TABLE R6O2.10.3(4) o I ADJUSTMENTS m I o STORY HEIGHT 1.0 I = I O O WALL DEAD LOAD 1.0 0 al 9 1 I 7\in I — O v ROOF/CEILING DEAD LOAD 1.0 `0 I STONE/MASONRY IN SDC C-D2 N/A 4 X . 1 . CRIPPLE WALL N/A I I •SEISMIC FACTOR TOTAL 1.0 \ \ c , c a ° c I \ ED FULL-HEIGHT CONC. FDN, WALL v p THIS PORTION OF BRACED - N 0 v WALL LINE (CALCULATED USING • I I m METHOD "GB") BRACED WALL LINE — SEISMIC COMPLIANCE (SECTION R602) O , ,�_ — _ — — — T — — — — — — — — — — — — — — BRACED BRACING BRACED WALL REW. ID BRACING: B.W.L. SPACING SEISMIC FACTOR: BRACED WALL ACTUAL p- _ \ CG WALL LINE METHOD: LINE (BAIL RATIO TABLE FACTOR: RATIO STORY HEIGHT REM" (AFTER BRACED WALL `= GB Q INDICATOR TABLE R602.IO.4 TOTAL LENGTH R6O2.IO,3(3) TABLE R6O2.10.3(4) TABLE R602.IO.3(4) ADJUSTMENTS) PROVIDED , !j 1 GB 50'-0" 30.00' 1.0 1.0 30.00' 30.15' a GB it-vt (7, / IS' 4 13' O� 2 CS-WSP 50'-0" 19,00' 1.0 1.0 19.00' 20.54' / %L o A WSP 12'-0" 5,40 1.0 1.0 5.40' 12,00` `'= al a L FULL-HEIGHT CONC. FDN, WALL THIS PORTION OF BRACED -B WSP 38'-0" 11.10' 1.0 LD 11.101 25,33' Q c WALL LINE (CALCULATED USING \,'o `M METHOD "WSP )" Q C WSP 24'-0" 10,80' 1,0 1.0 10.80' 14.00' 9 o c O ''A N z a 3RACEO WALL NOTES : 4 p a (Ni I / 1. PER IRC TABLE R602,10.4 INTERMITTENT BRACING METHODS: a METHOD GB: INSTALL 1/2" GYPSUM WALLBOARD W/ NAILS OR SCREWS to 1" SPACING AT PANEL EDGES INCLUDING / \ TOP t BOTTOM PLATES 4 1" O.C, IN FIELD: FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL o OR SCREW SIZE, SEE TABLE R602.3(1); FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R102,3.5 s'c 2. PER IRC SECTION R602.10.6.1 METHOD ABW: ALTERNATE BRACED WALL PANELS ALTERNATE BRACED WALL PANELS TO BE CONSTRUCTED PER IRC SECTION R602.10,6.1 (REFER TO FIGURE \ \ _ R602.10,6.1 ALTERNATE BRACED WALL PANEL) L Q 3. PER IRC SECTION R602,10.6.2 METHOD PFI-I: PORTAL FRAME WITH HOLDDOWNS Q METHOD PFH BRACED WALL PANELS TO BE CONSTRUCTED PER IRC SECTION R602.10.6.2 (REFER TO FIGURE `T / R602.10.6,2 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS) D. V 4. PER IRC SECTION R602.10.4 4 R602.10,4.3 (EXCEPTION *3) CONTINUOUS SHEATHING BRACED WALL PANELS, \- CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE I SURFACES ON ONE SIDE OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE I END WALLS. BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS I LISTED IN TABLE R602.10.4. DIFFERENT BRACING METHODS, OTHER THAN THOSE LISTED IN TABLE R602.IO.4 I SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING 5, PER IRC TABLE R602.10.4 CONTINUOUS SHEATHING METHODS: METHOD CS-WSP: INSTALL MINIMUM 1/16" WOOD STRUCTURAL PANEL W/ ad COMMON NAILS to 6" SPACING PANEL J EDGES AND 12" SPACING FIELD, OR lb GAUGE x I 3/4" STAPLES 6 3" SPACING PANEL EDGES AND 6" SPACING STUART 3 FIELD 20'-0" 30'-0" LOWER LEVEL 6. PER IRC FIGURE R602,10.8(1) WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL- / 501-0" / HEIGHT BLOCKING (CENTERED) CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. NAIL BOTTOM PLATE TO / EACH BLOCK BELOW W/ (3)I6d NAILS, IF FLOOR ABOVE NAIL EACH BLOCK W/ ad NAILS TOENAILED A 6" O.C. TO DOUBLE PLATE BELOW (MAXIMUM SPACING) '' LOWER FLOOR 1, PER IRC FIGURE RbO2,10,6(2) WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT, LOWER FLOOR !BRACED WALL FLANBRACED WALL PLAN TO SINGLE FLOOR JOIST CENTERED BELOW (OR PONY WALL e CRAWLSPACE) W/ 16d NAIL a 5 O.C. MAX. IF NO COASTAL 1 & 2 JOIST BELOW INSTALL FULL-HEIGHT BLKG, to16 6 O.C. NAIL BOTTOM PLATE TO BLKG, W/ (3)16d EA. BLOCK. NAIL BLOCK TO FLOOR JOISTS W/ (2)16d EA. END. IF FLOOR ASV. NAIL FLOOR JOIST (CENTERED) TO DBL. TOP PLATE SCALE: 1/4" = 1'-0" W/ ad NAILS A 6" O.C. ALONG BRACED WALL LINE. IF BLKG. ABV, NAIL EA, BLOCK TO TOP PLT. W/ (3)Sd NAILS 4 NAIL BLKG, TO JSTS, W/ (2)16d NAILS EA, END JOB NO: STUART LOWER LEVEL PER IRC TABLE R602.IO.5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS WALL): NOTE: DESIGNED: LG FOLLOWS (9' NOTE: < = 12" OPENING: 21" MINIMUM PANEL WIDTH DRAWN: JR WALLS USING MIXED BRACING METHODS USE THE WORST-CASE VALUES DATE: 5/07/2019 84" OPNG.: 32" MIN. PANEL WIDTH FOR REQUIRED WALL BRACING AMOUNT (EXAMPLE: A CS-WSP/GB WALL 96" OPNG. 41" MIN. PANEL WIDTH IS CALCULATED USING GB VALUES ONLY, THEREFORE IT WILL PERFORM SHEET BETTER IN REALITY THAN AS SHOWN IN CALCULATIONS) J:I\ 3 ■ 4 WA see S SI MEM SIMI IIIIIIIISS MINIS 4 � LANDED GENTRY HOMES AND COMMUNITIES 12 2 �T ROOF FRAMING NOTES: y 4'-344" 12' 4 " \ I 1. TRUSS HANGERS,CONNECTORS AND HURRICANE TIES TO BE SPECIFIED BY TRUSS ENGINEER AND/OR MANUFAC- TURER. / I I DESIGNER'S CONCEPT. VERIFY ANY CHANGES LE)ARE / / TO THIS / 14'-IC" / W-alt" 515"// ZI s' PLAN WI TRUSS ENGINEER AND/OR MANUFACTURER. O J 2. TRUSS MANUFACTURER SHALL PROVIDE AND SUBMIT /1' 6"/ 32-0 f1�D / O ZW'JI 0 ENGINEERED DESIGN TO THE BUILDING DEPARTMENT W Q ,I FOR APPROVAL PRIOR TO FABRICATION AND INSTALL- N ii I ATION. TRUSS�s PROFILE *14 \ I 3. TRUSS ENGINEER TO VERIFY 2x OVERFRAMING CALLED OUT BY DESIGNER. 1 '-' DSO 4. ALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM CONNECTORS DSO ODs TO BE SPECIFIED BY TRUSS MANUFACTURER. iY I I I 5. SHEATHING NAILED W/8d NAILS©6"O.C.AT SUPPORTED s in I EDGES AND 8d NAILS @ 12"O.C.AT INTERMEDIATE 0 I I FRAMING MEMBERS(UNBLOCKED). FACE-GRAIN PERPEN- ZZ I I DICULAR TO SUPPORTS. USE METAL"H"CLIPS(VERIFY)AT 41 I I UNSUPPORTED EDGES. u^� I I 6. PROVIDE DIAPHRAGM EDGE NAILING ABOVE ALL EXTE- t2 \ I I I I RIOR WALLS, INTERIOR SHEER WALLS, HIP AND VALLEY 4 LOCATIONS. DSO Q i I i 7. OVER-FRAMED AREAS SHALL BE BUILT UPON FRAMING 16\11 L \ I1WITH SHEATHING ALREADY ATTACHED. PROVIDE FOR r \ `,) IVENTILATION. DROP LEG \ UI8. BETWEEN TRUSSES AT BEARING,PROVIDE SOLID BLOCK- - - - , ' PER PLAN 12 2 _ \ LL I z1 ING(WITH VENT HOLES AT EXTERIOR WALLS). AT EACH 1 r \ O I J I END OF EACH TRUSS INSTALL SIMPSON H2.5(VERIFY) \ m 1 W I I TO TOP PLATE,OR OTHER TRUSS, UNLESS TRUSS IS ON L \ s n 1 QI I HANGERS. g'_I" 16' 8 " / r N \ p �j �I 9. PROVIDE A BUILT-UP OR SOLID WOOD COLUMN BENEATH / i THE BEARING OF ALL GIRDER TRUSSES,ROOF BEAMS / 6'-9" / 12'-4�'" / 12'-4�s" 5�S"// AND FLOOR BEAMS. 32LO" j'-6"/ \ \ 4 I I 1 10. ALIGN STUD WALL FRAMING WITH SUPPORTED TRUSSES, 1 / \ ■ RAFTERS AND JOISTS UNLESS NOTED OTHERWISE. \ 11. PROVIDE CONTINUOUS RIDGE VENT. TRUSSTRUSS PROFILE *13 1112. SEE PLANS FOR HEADER SIZES. PROFILE - .S b\RING .II 13. ATTIC ACCESS NOTE: PROVIDE MIN.22"x 30"ACCESS PANEL. SEE FLOOR PLANS FOR LOCATIONS. \ I y/�\ I \ I I 0 14. SEE PLANS FOR ROOF VENTING CALCULATIONS. J <1 _ _ 1 \ Q II 15. ALL EXTERIOR COLUMNS TO BE P.T. HF#2 MINIMUM UN- ' 1 I v/ 1� OH. (TYP. U.N.O.J LESS NOTED OTHERWISE. I I- p —I ~O -= NOT •3 I RIDGE ILINE \?Q/ Z I 16. TRUSSES WITH BOTTOM CHORD SLOFE OF 2/12 OR LESS Z —1 Z I WITH 30"HEADROOM ABOVE TO BE DESIGNED WITH 20 w ' / Z 0 PSF LIVE LOAD ON BOTTOM CHORD. w M A771• ACC:SS 1 I W I— 1 - ill _ — 2 4 BEL•W I-I Z•- / 17. TRUSSES SHALL BE BRACED PER REQUIREMENTS OF THE 6 a. - / 0 I TRUSS SUPPLIER OR IN ACCORDANCE WITH BUILDING / 4 O Q 1 W / I Q I COMPLIANCE WITH SAFETY INFORMATION(BSCI-03)GUIDE / W TO PRACTICE FOR HANDLING AND INSTALLING AND BRAG 1 Y/ W . I ING OF METAL PLATE-CONNECTED WOOD TRUSSES DROP LEG �\e/ ZO W U I PER PLAN —' 2 / W 1 12 / m 1 / `!- I 1 V/2*/ I \ 1 Y\ I / g'_1" 16' 81�" / / / \ ! \ SEE NOTE ell / 4'-9 11" " / 12'-444" / 12'-49%" 5 // / \I \ L - - - J I I\ \ sol-ou " `! 7 SI I \ Lz1`� \ x �� IIP, I \ _ el co C\ SEE NOTE +9 TRUSS PROFILEZ I Aill \ I E; / W I \<, I NF J 2x6 I \ CO W s I I Z I \ W /A 1 I DSO J _ _ _J ~O 12x4 / / ,� \ Z ❑ OTE •I QI I! it \ ODS QD5 TRUSS NOTES : E �I 12 1/2" / X \ I 7 /12 1/2" IP I. ENGINEERED MONO-TRUSSES e 24" O.C., SPAN 8'-0" 18" TAIL 12. ENG'D SCISSOR TRUSSES a 24" O.G., SPAN 32'-0", CLIPPED co W cOx a 3O'-0", CLIP FOR HIP ROOF, I8" TAIL ONE END ONLY (SEE kv 0 41 2, ENG'D GIRDER TRUSS, SPAN 36'-0", CLIP FOR HIP ROOF, TRUSS PROFILE) I IS TAILS IS. ENG'D SCISSOR TRUSSES a 24" O.C., SPAN 32'-0", CLIP FOR 3, ENG'D TRUSSES a 24" O.G., SPAN 36'-0", 18" TAILS NIP ROOF, 18" TAIL ONE END ONLY (SEE TRUSS PROFILE) STUART 3 4. ENG'D GIRDER TRUSS, SPAN 36'-0", CLIP FOR HIP ROOF. 14, ENG'D SCISSOR TRUSSES a 24" O.C., SPAN 32'-0", IS" TAILS LOWER LEVEL 18" TAIL ONE END ONLY EXCEPT ONE TRUSS W/ IS" TAIL ONE END ONLY (SEE TRUSS PROFILE) ROOF FRAMING PLAN 5. ENG'D TRUSSES a 24" O.C., SPAN 20'-0", 12 1/2" TAILS 15, FOR OPTIONAL DECK ROOF ONLY: ENG'D TRUSSES a 24" O.G., u 6. ENG'D TRUSSES • 24" O.C., SPAN 20-0 , 12 1/2 TAIL ONE SPAN 16'-5 1/2", IS TAILS SCALE: 1/4" a 1 -0 END ONLY ROOF FRAMING PLAN TRUSS HANGERS, CONNECTORS AND HURRICANE TIES TO BE SPECIFIED BY COASTAL 1 T. ENG'D TRUSSES a 24" O.C., SPAN 20'-0", NO TAILS TRUSS ENGINEER AND/OR MANUFACTURER. PLAN AND PROFILE SHOWN ARE DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THIS PLAN W/ 8, ENG'D GIRDER MONO-TRUSS, SPAN 12'-6", CLIP FOR HIP ROOF. TRUSS ENGINEER AND/OR MANUFACTURER NO TAIL JOB NO: STUART LOWER LEVEL 9. ENG'D GIRDER MONO-TRUSS, SPAN 9'-9", CLIP FOR HIP ROOF, DESIGNED: LG 18" TAIL DRAWN: JR 10, ENGINEERED MONO-TRUSSES a 24" O.C., SPAN 9'-9", 18" TAIL DATE: 5/07/2019 II. ENG'D GIRDER TRUSS, SPAN 32'-0", CLIPPED a 30'-0", CLIP SHEET FOR NIP ROOF, NO TAILS J.\_z1 . 11 WA see MNIIMIlli MED IS IMINIM ellin infl LANDED GENTRY HOMES AND COMMUNITIES P.T. 6x12 HFP2 BEAM i P.7, 2x10 DECK TS. 0 16" O.G. ATTACH LEDGER TO END Jr. W/ I/2" DIA. LAG SCREWS o 23" O.C. (2 ROWS STAGGERED) 4 _ 1/2" (MAX.) SHTG. SEE R5O7.2 P.7 2x6 MU SILL PER PROVIDE HOLD DOWN TENSION 4 TABLES R501.2 4 R501.2.1 4 FDN. NOTE I, SWT. A2.I DEVICE PER R501,2,4 4 FIGURE FIGURES R501.2.1(I) 4 R501.2.1(2) / _ R507,2,311) NOT LESS THAN (2) LOCATIONS PER DECK, WITHIN L J ' J L JL IL JL IL JL IL JL J L L J 2'-0" FROM EA. END OF DECK, =- -= -�� =) EA, DEVICE SHALL HAVE 1,500" (( MIN. STRESS CAPACITY P.T. 2x6 MUD SILL PER FDN. NOTE "I, SHT. A2.1 ':' ' I jli li . ' 2x6 STUD WALL PRATING (' �- AB'". FOUNDATION WALL . 4� NNII - (VERIFY ON-SITE) il III 2x10 DF-L'2 FLOOR JOISTS ® 16' O.Q. (.34" DEFL.) 2x6 STUD WALL ''-AMING / ??I - ABV. FaUNDATIO ALL (VERI ON-SITE) I 4x8 HF"2 BEAM 2xIC HF2" FLOOR JOISTS 0 16" O.G. OR l 2x10 DF-L"2 FLOOR ,.GISTS ® 6" O.C. — I ' H ' JL JL JL JL IL IL JL JL JL IL JL IL L JL IL I 4c.___ I ATTACH LEDGER TO FOUNJDATION WALL W/ I/2" DIA. x 6" BOLTS 2x10 SO_ID BLKG. BELOW (VERIFY) 44 29" O.C. (2 ROWS BRACED WALL ABOVE fg STAGGERED) (SEE SHT. A3.4 4 DET, *2, I SHEET A2.2) 4x8 HF"9 BEAM 1 OVERLAP FLR, JETS. 3" s WALL/BEAM SEARING 4 4x8 BEAM NAIL TOGETHER L/ (3)IO0 NAILS PER IRC R502.6.1 TYPICAL 18" < 24' CRAWL SP- E ACCESS -- (VERIFY LOCATION W/ : LDER) 2x10 14Fr2 FLR. ____,JSTS. e 16" O.0 .- 2x10 DF-L'2 F :•R JOISTS ® 16' O.C. (.38" DEFL.) OR 2x 0 Dt-L01 FLR. JSTS. 4* 16" C.C. JL JL JL JL IL JL IL JL JL JL JL JL JL JL J JL JL JL IL _L IL J — ATTACH LEDGER 70 FOUNJDATION WALL WI 1/2" DIA, x 6" BOLTS (VERIFY) a 24" O.C. (2 ROWS STAGGERED) 1 STUART 3 LOWER FLOOR FRAMING FLAN LOWER LEVEL SCALE: I/4" = II-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 se III 4• MIS • 4_ S 111 12 — LANDED GENTRY 1/2" PLYWD. OR 1/16" OSB 4 - SHEATHING ON ENG'D. - J HOMES AND COMMUNITIES MONO-TRUSSES A 24" O.C. ■ r e ■ e e V e e r r r e e r I e a e I r I I I e ud REVISIONS BY: ■ a a J �a a > a A I a I a a a a NIr 2x4 VENTED BLKG. 'D -ENG . TRUSSES m 24" O.C. II II e e e e a Q 5 - 23 - 15 JR 2x6 FASCIA - 5/S" TYPE "X" GYP. �6x10 HF"2 BEAM GIRDER TRIES BOARD (TYPICAL) 1/2" BLANK PANEL SOFFIT 2x4 STUDS ° 16" O.C. WI 1/2" GYP. BOARD (VERIFY W/ BUILDER) f I/2" GYP. BD. EA. SIDE 2x6 STUDS 0 16" O.G. �. F 3/4" T 4 G PLYWD. SI4TG. (VERIFY) P.T. 2x1O LEDGER 2x12 BLKG. ON 2xI2 FLOOR JOISTS PER FLOOR - (MIN.) PER FLOOR - me-___ - DECK RAILING PER FRAMING PLAN FRAMING PLAN BUILDER (TYPICAL) L APPROX. FINISHED I 1 I I DECK TRIM PER BLDR. GRADE (TYPICAL) 'A III=-11 0 1/2" GYP. BOARD - 2x4 STUDS ■ 16" O.C. W/ CONC. FOUNDATION WALL ° -1/2" GYP. BD. EA. SIDE ,e PER FDN. PLAN 4 RETAINING —�,io. 2x6 STUDS m 16" O.G. W/ „ 5/4x4 CEDAR DKG. (OR EQ.) WALL DETAILS ON SHT. A2.3 at - ti 3/4 T 4 G PLYWD. SHTG. (VERIFY) ON P.T. 2x10 DECK JOISTS I/2 GYP. SD. ONE SIDE ON 2xIO FLOOR JOISTS PER FLOOR 6 16" O.C. (TYPICAL) e vo 2x10 LEDGER (MIN.) FRAMING PLAN APPROX. EXISTING 'o - -- PER LOWER FLOOR I GRADE at ° e FRAMING PLAN 2x12 BLOCKING 1. �C9 J- Job (r �� CONG. FOOTING PER FDN. -- - _' PLAN 4 RETAINING WALL •_ - _ FOUNDATION WALL _'2x6 STUDS P.T. 6x10 BEAM (TYP.) DETAILS ON SHT. A2.3 - _ s is" O.C. I<�I�tt ° _ :=1- ° PER FDN. PLAN 4 RETAINING -� r; ,o °a o °�,o ° ° - _ _ WALL DETAILS ON SHT. A2.3 e �� - P.T. 6x6 OR CEDAR _ POST - VERIFY (TYP.) 4x8 141:02 BEAM ON 4x4 POST _ a ON CONG. PAD. FOOTING PER - ° t'e 12" DIA. SONO TUBE FOUNDATION PLAN 'e (IF NEEDED - VERIFY 6 MIL. VAPOR BARRIER J J ° I`• , _ _ ON-SITE) ON CONC. THROUGH OUT _ o PAD FTG. PER FDN. _ PLAN 'BUILDING SECTION e STUD I /KITC1-TEN/LI X I NG/FAMIL I CONC. FOOTING PER FDN. - PLAN 4 RETAINING WALL SCALE: 1/4" = 1'-0" DETAILS ON SHT. A2.3 12 6�12 4 � I/2" PLYWD. OR 1/16" OSB SHEATHING ON ENG'D. I/2" PLYWD. OR 1/16" OSB TRUSSES ■ 24" O.C. SHEATHING ON ENG'D. - TRUSSES w 24" O.C. -2x4 VENTED BLKG. 2x4 VENTED BLKG. I011._ - 2x6 FASCIA \-------_ I/2" BLANK PANEL SOFFIT 1 1 5/S" TYPE "X" GYP. I 2x6 FASCIA I I (VERIFY W/ BUILDER) I I 5 I/Sx1S &LB 24F-v4 DF/DF BOARD (TYPICAL) II I I 1/2" HIGH-DENSITY OR I I 6x8 HFr"2 BEAM I I 5/5" TYPE "X" GYP. BD.- - 1/2" GYP. BOARD 2x6 STUDS e 16" O.C. P.T. 6x6 OR CEDAR POST -' I I I * GARAGE BRG. WALLS (VERIFY) WRAPPED PER—� I I I 2x6 STUDS BUILDER (TYPICAL) ■ I6" O.G. 3/4" T 4 G PLYWD. SWIG. (VERIFY) L 1 4" CONC. SLAB PER I I 4" CONC. SLAB PER FDN. ON 2x12 FLOOR JOISTS PER FLOOR I I {FOUNDATION PLAN I I -PLAN TO SLOPE 1/0" PLF A FRAMING PLAN I I I I TOWARD GARAGE DOOR j T �1(�II ° ° ° ° ° A - A �ICIk�6-- ,e c c 1 ° q ° A A A A A ° ° ° - Il�llll1 1�1�11-71{ II-1IF�11411 III�It tI134l e o I I ''e I I I I °° I I e I IEA 2x6 STUDS a I Q CONC. FOUNDATION WALL I I ° / BUILDBUILDING SECTION 6 FRONT 1 O C� BEYOND PER FDN. PLAN 4 —� I i CONC. FOUNDATION WALL ° 1/2" GYP. S/ [� 7""<� ING „ „ ON SH RETAINING WALL DETAILS �l ONE SIDE STUART 3 I I PER FDN. PLAN 4 RETAINING - °, SCALE: I/4 = I -0 I I WALL DETAILS ON SHT. A2.3 ,e 2x10 LEDGER (MIN.) 3/4" T 4 G YWD TG. (VERIFY) I I PER LOWER FLOOR / ON FLOC JOISTS PER FLOOR LOWER LEVEL I I °° FRAMING PLAN C// FRAMING P N I I AT — :,A' - CONC. FOOTING PER FDN. - - - - - '� a f - 2x6 STUDS e 16" O.G. BUILDING CONC. FOOTING PER FDN. PLAN 4 RETAINING WALL - A' PLAN 4 RETAINING WALL DETAILS ON SHT. A2.3 ,O�Q °Q;QI It - u °,.e SECTIONS DETAILS ON SHT. 42.3 ° CONC. FOUNDATION WALL COASTAL 1 ''e�__ PER FDN. PLAN 4 RETAINING ° WALL DETAILS ON SHT. A2.3 ° Jos NO: STUART LOWER LEVEL L i/ CONC. FOOTING PER FDN. '\ -PLAN 4 RETAINING WALL DESIGNED: LG DETAILS ON SHT. A2.3 DRAWN: JR !BUILDING SECTION e GARAGE/MSTi�. S4TI -I/SO1M. *3 DATE: 5/07/2019 SHEET SCALE: 1/4" = I'-0" A. 5 . 1 WA IMPISIMI S SI a a a Il ea SIMPSON A35 FLOOR SHEATHING is @ 4s°o.c. LANDED GENTRY !IF SIDING PER ELEVATION0111 _ _ 'i 10"MIN HOMES AND COMMUNITIES 2x TREADS 3/4"PLYWOOD RISERS ►♦♦ WALL SHEATHING III III II WITH(2) 16d RING-SHANK ,�♦�♦� ;�_ � or• NAILS AT EACH STAIR IIII 3/4"PLYWOOD RISERS STRINGER HEADER PER PLAN �:�; CAULKING WITH (2) 16d RING-R-10 INSULATION 4♦�.•, dIiii SHANK NAILS @EACH 140 METAL'Z'FLASHING WOOD BEAM m .., 1STAIR STRINGER 2x12 STRINGER(MIN.) � ; , I 5/4"WINDOW TRIM (FRONT 5 VINYL WINDOW FRAME @ 24"O.C. (MAX.) 1111 � _wig 2x TREADS iii I &BACK ELEVATIONS ONLY) 2x12 STRINGER(MIN.) IWINDOW FLANGE @24"O.C. (MAX.) WINDOW FLANGE3-16d NAILS - 5/4"WINDOW TRIM (FRONT&BACK ELEVATIONS ONLY) SIMPSON H5'S AT 32" 2x STUDS(PER PLAN) O.C., STUD TO STRINGER @ 16"OC.VINYL WINDOW FRAMEAO _- 1 STAIR DETAIL WALL SHEATHING �3) N.T.S. _...410 O STUD WALL NOTE: STAIR DETAIL RISER HEIGHT 7 3/4" (MAX.)&TREAD WIDTH 10" (MIN.) 04 N.T.S. 9 _� SIDING OR BATTS TYPICAL. FINISHED NOSING PROJECTION SHALL NOT BE LESS THAN 3/4"AND NOT MORE THAN 1 1/4" J i � � WINDOW HEADER WINDOW SILL SCALE 3" = 1-0" SCALE 3" = 1'-0" COMPOSITION ROOFING (VERIFY TYPE WINDOW WEATHER STRIPPING W/ BUILDER) ON 30* BUILDING PAPER 12 ON 1/2" PLWD, OR 1/16 0SB SHEATHING ROOF PITCH 1. INSTALL BUILDING WRAP PER MANUFACTURERS �� INSTRUCTIONS WRAPPING INTO OPENING. PER ELEVATIONS 2. INSTALL 6"SELF ADHESIVE FLASHING TAPE AT SILL (VERIFY) ON ENGINEERED TRUSSES g 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 SILL TAPE. 5. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE 5/4x6 SIS2E CEDAR OR PRIMED � GLUE.5/8" TYPE-X OR 1/2" HIGH-DENSITY G TYP. M OVER HEAD FLANGE LAPPING OVER JAMB TAPES. SPRUCE FASCIA (VERIFY W/ BUILDER) CEILINGS WHERE FRAMING EXCEEDS 16" O.C. FOR HEADER SIZES) 6. INSTALL WALL BATTS OR SIDING AND (5/8" TYPE-X GUS TYPICAL GARAGE CLG,) - .- '�;' WINDOW TRIM. INSTALL METAL"Z" FLASHING OVER 1" (2)2x6 TOP PLATE (LAP SPLICES 4, ' TOP OF TRIM.* 7. CAULK BOTTOM, SIDE, &HEAD TRIM TO WINDOW FRAME AND SIDING. 48" MINIMUM) *FLASHING TO BE UNDER BUILDING PAPER CONTINUING ;, UPWARD. w a a r x 0 LT, z. 1/2" GYPSUM WALLBOARD TYPICAL z WALLS UNLESS OTHERWISE NOTED w 0 O 12 0 z ROOF PITCH COMPOSITION ROOFING (VERIFY TYPE PER ELEVATIONS W/ BUILDER) ON 30* BUILDING PAPER 2x6 PLATE ON 1/2 FWD. OR 1/16 OSB SHEATHING 3/4" T 4 G PLYWOOD OR 0613 SHEATHING w (VERIFY) ON ENGINEERED TRUSSES A (VERIFY) ON 2x FLOOR JOISTS (SIZE, SPACING 24" O.C. 4 GRADE PER FLOOR FRAMING PLAN) I O 2x RIM JOIST (MATCH JOIST DEPTH) 5/4x6 5152E PRIMED SPRUCE 5/8" TYPE-X OR I/2" HIGH-DENSITY GWB TYP. FASCIA (VERIFY W/ BUILDER) - CEILINGS WHERE FRAMING EXCEEDS 16 O.C. (5/8" TYPE-X GWB TYPICAL GARAGE CLG.) 2x4 SCREENED/VENTED BLOCKING 8'-1 1/8" TYPICAL WALL (2)2x6 TOP PLATE (LAP SPLICES 1/2" GLUES TYP, CLGS, WHERE FRAMING SCALE 1/2"=1'-0" TYPICAL UPPER LEVEL (2)2x6 TOP PLATE (LAP SPLICES 48" MINIMUM) IS 16" O.C. OR LESS 48" MINIMUM) 2x6 STUDS e 16" O.C. 1/2" GYPSUM WALLBOARD TYPICAL 2x6 STUDS A 16" O.C. , z. 1/2" CDX PLYWOOD OR 1/16" OSB WALLS UNLESS OTHERWISE NOTED " 4 SEEneoRPR SIZES SHEATHING (PER BUILDER) 's �;, W/ SIDING PER ELEVATIONS 1/2" CDX PLYWOOD OR 1/16" OSB * !1 SHEATHING (PER BUILDER) W/ SIDING PER ELEVATIONS w 2x10 RIM JOIST (VERIFY W/ BUILDER) a a 1- 2x6 PLATE w P.T. 2x6 PLATE W/ 1/2" DIA. x 10" 1 ANCHOR BOLT 4 3"x3"xl/4" PLAT 3/4" T 4 G PLYWOOD OR 0815 SHEATHING z WASHER 48" O.C. (VERIFY) ON 2x FLOOR JOISTS (SIZE, SPACING P.T. PLATE W/ ANCHOR BOLT 1.9 ° 4 GRADE PER FLOOR FRAMING PLAN) PER NOTE "I ON SHEET A-2.1 is,e ° ° 74" CON(, SLAB PER FOUNDATION PLAN STUART 6," CONCRETE FOUNDATION WALL W/ 6" CONCRETE FOUNDATION WALL W/ - - '° a '° a a ""' REBAR PER FDN, PLAN NOTES, I ' REBAR PER FDN, PLAN, R403.1,3,1 4 --1"�n " I !I.VeT rgII„ i '�...".v' : : LOWER LEVEL tHF*2 BEAM (PER FDN, OR FRAMING PLAN) ON R403.I.3.1 4 IRC TABLES 404,L2(U - '�I_ _ ' IRC TABLES 404.L2(I) - 404,1,2(8), FOR O"I ip,o`7l w FDN, WALLS TALLER THAN 48", USE '4 H' 4x4 POST (4x6 POST o SPLICE) ON SO* FELT (OR 404.L2(8), FOR FDN. WALLS TALLER R-10 RIGID INSULATION a SLAB `> VERTICAL REBAR W/ 3" HOOK INTO ' . V`. ' SIMILAR) ON PAD FTG, PER FOUNDATION PLAN THAN 48", USE *4 VERTICAL REBAR o Vo PERIMETER (IF APPLICABLE) FOOTING e 48" O.C. ;._,n�m_ — m=m_m=m_i - ,ni ur W/ 3" HOOK INTO FOOTING a 48" O.C. '` r CONCRETE FOOTING 4 REBAR WALL DETAILS co 4" PERFORATED DRAIN IN CONCRETE FOOTING 4 REBAR PER FDN, PLAN 4" PERFORATED DRAIN IN PER FDN, PLAN 4 NOTES ON 4 NOTES ON SHEET A-2.1) FREE-DRAINING GRAVEL BASE SHT, A-2U FREE-DRAINING GRAVEL BASE 9' /� WALL I —1 1/8" TYPICAL WALL TYPICAL WALL DETAIL TYPICAL YPICA W L ALL DETAIL JOB NO: STUART LOWER LEVEL SCALE 1/2"=1'-0" TYPICAL MAIN LEVEL SCALE: I/211 = II-0" SCALE: I/2" = I1-0" DESIGNED: LG DRAWN: SD/JR/BJ NOTE: THIS DETAIL REPRESENTS GENERAL SINGLE-STORY WALL NOTE: THIS DETAIL REPRESENTS GENERAL 2-STORY AND DAYLIGHT CONSTRUCTION PRACTICES. VERIFY SPECIFIC MATERIALS AND BASEMENT WALL CONSTRUCTION PRACTICES. VERIFY SPECIFIC DATE: 4/16/2019 STRUCTURAL SIZES W/ FOUNDATION PLANS, FLOOR PLANS, FLOOR MATERIALS AND STRUCTURAL SIZES W/ 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 S• ttt,_ SNP t,_ MIS t,_ el 2x TRIM W/ 1/2 hI CHAMFER m i SHEATHING TOP EDGE ;'. PERPLAN LANDED GENTRY SIDING PER HOMES AND COMMUNITIES PLAN REVISIONS BY: 'A) DETAILA SCALE: 3/4" = I'-O" 5 - 23 - 15 JR DECORATIVE GABLE VENT PER BLDR. COMPOSITION ROOFING (VERIFY SHINGLE SIDING (VERIFY TYPE W/ BUILDER) TYPE 4 COLOR W/ BUILDER) 12 12 \ > 2x10 TRIM BOARD W/ I/2" SIDING PER KEYSTONE PER BUILDER 4 1� PLAN / , ����` CHAMFER a TOP EDGE lle •'1�r\� — (SEE DET "A" THIS SHEET) 5/4x6 SIS2E PRIMED SPRUCE 4111lull?` '1J11111M.- PRIMED SPRUCE G.I. FLASHING FASCIA W/ 5" CONT. PAINTED - s�rr�rI „�Irr�r���►. 5/4xS SIS2E PRIMED SPRUCE CAP (OR EQ.) METAL GUTTER (TYPICAL) BARGE BOARD W/ Ix4 TRIM MASTIC-APPLIED SHEATHING WALL MOUNTED LIGHT EACH r' II II II a TOP EDGE (TYPICAL) STONE VENEER PER PLAN SIDE OF GARAGE DOOR 4 AT - 1 PER PLAN ENTRY (3 PLACES TYPICAL) vl � 5/4x6 DOOR/WINDOW TRIM J U7 L 1 \ Pig '` _ WI 2x2 ABV. e TOP: 5/4x4 8 DOOR/WDW. TRIM o SIDES: PROVIDE PRIMED SPRUCE M. NM In .. �� .. cm SILL WI 5/4x4 TRIM BELOW /�> DETAIL CAP (OR EQ.) ATOP VENEER _ M■ In •■ ■■ �■ ■■ `� 2x BOTTOM (FRONT t BACK SEE DETAIL(G.I. I "B" THIS NG VSHEET ) I 1 L MI II aELEVATIONS 4 FACING PUBLIC \� SCALE: 3/4" = 1'-0 n ( RIGHT OF WAY). SEE DETAIL PANELED/DECORATIVE r "C" THIS SHEET GARAGE DR. W/ GLAZING i I j BLANK PANEL SIDING WI MASTIC-APPLIED STONE Ar I II ..a- O.C. SIDING PER VENEER (VERIFY TYPE, —IN—IN (VER FY WI BUILDER) PLAN COLOR 4 LOCATION W/ A 44. G.I. FLASHING BUILDER) P.T. 6x6 POST (WRAPPED 5/4x4 CORNER TRIM (TYP,) 2x2 CROWN PER BUILDER) 5/4x6 TRIM a TOP 5/4x4 (MIN,) TRIM FRONT ELEVATION a SIDES SCALE: 1/4" = I'-O" 2x SILL SLOPED a I/4" PLF (OR TRIM) I CAULK a EDGE SHEATHING 5/4x4 TRIM a SOT. ,�I PER PLAN CDETAIL SCALE: 3/4" = 1'-0" BUILDING HEIGHT _ _ 12 / MAIN FLR. PLT. HGT. - - -- - - - MAIN FLR. PLT, HGT. - - - - - I -P.T. - - OR CEDAR 6x6_ POST TYP. (VERIFY) �1 n 7 m 4 = LAP SIDING (VERIFY TYPE RAILING PER BLDR.- ------. 4 EXPOSURE W/ BUILDER) r (TYPICAL) r _ -a n MAIN FLOOR LEVEL _ - - _MAIN FLOOR LEVEL —- _ _LOWER RR. PLT. MGT. SLAB LEVEL a DECK TRIM PER OPTIONAL DOOR GARAGE DR. (VERIFY W/ BLDR.) BUILDER (TYP.) (VERIFY) 2x10 BELLY BAND W/ I/2" CHAMFER a TOP EDGE (TYPICAL) of _ _ _ _ - - - - - STUART 3 LOWER FLOOR LEVEL - - - - - - - - - - LOWER LEVEL - AVERAGE EXISTING G -RADE - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -_- _ _ - _ - FRONT & LEFT APPROXIMATE FINISHED GRADE- - _ - - - - - - _ E L E VAT I O N - - OPTIONAL BLANK PANEL - - - - - SIDING W/ Ix2 BATTENS a+ COASTAL 1 16" O.C. (VERIFY W/ BLDR.) I - LEFT ELEVATION JOB NO: STUART LOWER LEVEL APPROXIMATE EXISTING GRADE SCALE: I/4" = 11-0" DESIGNED: LG DRAWN: JR DATE: 5/07/2019 SHEET A-6 . 1 WA S 1111 One 1111111111 LANDED GENTRY HOMES AND COMMUNITIES 12 rr111ThI rrrrrrr rrr 111111111.— II ! ! 11 I � 1 I I I4llUUI o 1 I L t I ■ ■ 111111III :: II OPTIONAL BLANK PANEL -SIDING W/ Ix2 BATTENS e 16" O.C. (VERIFY W/ $LDR.) SACK ELEVATION SCALE: I/4" a 1'-0" - - - - - - - - - - - - - - BUILDING HEIGHT - - �c 4Ij*_ "' - � I STUART 3 LOWER LEVEL _ — _ — _ _ — _ _ _ — _ — _ _ — _ — _ — _ _ _ AVERAGE ORIGINAL GRADE _� BACK & RIGHT ELEVATION COASTAL 1 /� * _ APPROXIMATE FINISHED GRADE RIGHT ELEVATION - JOB NO: STUART LOWER LEVEL DESIGNED: LG SCALE: I/4" = 11-0" APPROXIMATE ORIGINAL GRADE DRAWN: JR DATE: 5/07/2019 SHEET A-6 . 2 WA ..•. NERAL NOTES . FLOOR FRAMING (CONTID): PLUMBING CCONTID): 411 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 SASE I UPC SEC. 401.2 1 BEARING POINT OR AS REQ'D BY MANUFACTURER [ IRC SEC. 502.1 I LANDED GENTRY 110. ALL WATER LINES TO BE PROTECTED FROM FREEZING. IF WATER LINES ARE NOT LOCATED COMPLETELY BETWEEN • I, BEFORE STARTING ANT SITEWORK CALL 1-800-424-5555 TO HAVE UNDERGROUND UTILITIES LOCATED 54, BEARING PARTITIONS PERPENDICULAR TO JOISTS MUST NOT SE OFFSET FROM SUPPORT BY MORE THAN THE DEPTH OF HEATED SPACE AND INSULATION PROVIDE MIN, R-3 INSULATION WHERE REQUIRED TO ASSURE PIPES ARE PROTEG- THE JOISTS. AT MINIMUM DOUBLE JOISTS ARE REa D UNDER PARALLEL BEARING PARTITIONS. JOISTS FRAMED INTO TED FROM FREEZING I-I O M E S 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 I 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 SE STRUCTURAL AND SHALL BE COMPACTED TO 95% 55. IN FLOOR CONSTRUCTION JOISTS AND BEAMS MUST HAVE NO LESS THAN 1 I/2" OF BEARING ON WOOD OR METAL AND NO LESS THAN 3" BEARING ON CONCRETE I 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 SE GLUED TO THE SUPPORTING FRAMING MEMBERS. GLUE IS TO BE APPLIED APPROVED BY THE BUILDING OFFICIAL [ IRC SEC. 111.1 / NFPA 541.1.1.1 1 IN STRICT CONFORMANCE WITH MANUFACTURERS DIRECTIONS 21. DIMENSIONAL LUMBER TO SE 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 P81. GAUGES USED FOR TESTING MUST HAVE AN WALLS ABOVE DOORS AND WINDOWS (SEE DETAIL 'G' ON SHEET AS.I), NOTE: HEARTWOOD BEAMS ARE NOT TO BE USED UPPER RANGE OF NOT MORE THAN 5 TIMES THE TEST PRESSURE I IRC SEC. G2411 / NFPA 54 1 D W/ 4x DEPTH. BEAMS AND HEADERS TO HAVE I 1/2" MIN. BEARING TYP. U.N.O. BEAMS SHOWN ARE MINIMUM REQ' OR ROOF FRAMING: SETTER-SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION. CHANGES TO PLAN MADE DURING CON- 123. CLOTHES DRYER DUCTS SHALL SE 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 NOR FINISHES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. NO SCREWS SHALL BE USED. TRANSITION LOCATION 4 LOADS [ IRC SEC. 803.2.1.1 ] 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 a 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 62. ENCLOSED ATTIC a RAFTER SPACES MUST HAVE CROSS-VENTILATION FOR EACH SEPARATE SPACE BY VENT OPENINGS TERMINATE AT OUTSIDE OF BUILDING WITH TERMINATION PER DRYER MFR. SPECIFICATIONS. TERMINATE MIN. 3 FEET WOOD OF NATURAL RESISTANCE TO DECAY [ IRC SEC. 311.11 PROTECTED AGAINST THE 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 Pt-t1 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 1 FAAT 50% AND NOT MORE THAN 80% OF THE REQ'D 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 ASV. THE EAVE OR RE-TREATED OR BE PROVIDED WITH PROTECTION FROM CONTACT WITH CONCRETE I IRC SEC. 311.11 CORNICE VENTS I IRC SEC. 806.2 1 THE OPENINGS MUST BE COVERED WITH A CORROSION-RESISTANT I/4" MESH SCREEN 124. WHOLE-HOUSE EXHAUST FAN (VERIFY WI HVAC CONTRACTOR) TO HAVE A SONE RATING Of 1.5 OR LESS a 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 SEAMS, JOISTS 4 DECKING, POSTS, POLES a COLUMNS I IRC SEC. 311.1.3 I I IRC SEC. 802.10.2 1 125. EXHAUST FAN LOCATIONS a 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. 311.1 I 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 I IRC SEC. 311 IBATHROOMS: 50 CFM MIN. 66. TRUSS MEMBERS OF MUST NOT DUE,GN PROF, DRILLED, ALTERATIONS IO OTHERWISE IN THEHED IN ANY WAY WITHOUT THE 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- APPROVAL DESIGN A REGISTEREDOAD DESIGN TRUSS WILL PROFESSIONAL.BE PERM!I TIONW RESULTING IN ADDITION OFLOADS THAT EXCEED THE LOAD FOR THE WILL NOT PERMIiTtu WITHOUT VERIFICATION THAT THE TRUSS IS CAPA- FROM ANY OPENING LESS STEEL OR COPPER (EXCEPTION: 1/2" DIA. OR GREATER STEEL BOLTS) I IRC SEC. 311.3.1 I SLE 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 R3OI.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) SHALL BE PRESSURE-TREATED WITH PRESERVATIVE OR BE MANUFACTURED FROM NATURAL DURABLE WOOD [ IRC SEC. WASHINGTON STATE ENERGY CODE COMPLIANCE: 311,1.5 1 EXTERIOR SHELL: 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 54' 2x6 STUDS • 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 • 16" O.C. TYP. (VERIFY EXTERIOR SHEATHING TYPE WI BUILDER). FRAME MAIN FLOOR INTERIOR VAULTED CEILING: R-38 WALLS WI 102 5/8" 2x STUDS (PER PLAN) • 16" O.C. WI 1/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL UNLESS NOTED 72, 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 • 16" O.G. W/ 1/2" GWB BOTH SIDES SIDING OR TRIM PROVIDE A 15-DEGREE (MINIMUM) BEVEL ON ENDS OF JOINING BOARDS. FLASH CONTINUOUS ABOVE WINDOWS: U•.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 [ 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 SY 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 (SEAL JOINTS, CORNERS AND BOOTS). VERIFY INSULATION IS INSTALLED BEHIND PARTITIONS, IN CORNERS, FITTED 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 AROUND WIRING a PIPES AND IN SPACES BEHIND BATHTUBS a SHOWERS. INSULATE ALL ACCESS DOORS/HATCHES TO PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED. WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR PARTLY IN A PARTITION NECESSITATING THE CUTTING OR SOLES OR PLATES A METAL TIE NOT LESS THAN I/0" THICK a 82. EVERY BASEMENT, HABITABLE ATTIC AND EVERY SLEEPING ROOM MUST HAVE AT LEAST ONE OPERABLE WINDOW PENETRATE JE THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING THROUGH WHICH THEY PENETRATE < INSTALL WEATHERSTRIP TO MINIMIZE AIR LEAKAGE. SEAL OPENINGS AROUND INTERIOR PLUMBING PIPES 1 1/2" WIDE SHALL BE FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN (8)I6d OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. WINDOWS MUST HAVE A MIN. NET CLEAR • EXTERIOR WALLS. RLrth. TO 2012 WSEC CHAPTER 4 FOR VERIFICATION OF INSULATION VALUES (CHECK WITH BUILD- NAILS 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" ASV. 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 [ IRC SEC. 310 1 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"x30", 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 ] 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 REQ'D FOR AN ADDITIONAL STORY. CRIPPLE WALLS EXTEND 6" VERTICALLY ABOVE THE BATES 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 a 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 I IRC SEC, 401.3 1 ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 211 AND HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF THE INSULATION NFPA 12 I IRC SEC. 314 I 31. ALL TRIMMERS AND HEADERS FRAMING AN OPENING SHALL BE PER IRC TABLES R602.1(I) 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 INSTAI 1 Fr> AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES I IRC SEC. 315 I 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 < 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 THANORINTERSECTIONS 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 SEALEDT APPROVED SEALANT RRUN IN HAVE FOAM H OPENINGE GASKETS AROUNDN INSTALLED. ALL RECESSED LIGHTS SEALED/CAULKED BE L AIR TIGHT e TOP-PLATE CONSTRUCTION IS NOT TO BE USED ON THIS PROJECT NOSING OF THE TREADS. GUARDS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW SEALED TO SURROUNDING GWB. ROUGH ALL WINDOWS a DOORS TO BE A SPHERE 4" IN DIAMETER TO PASS I IRC SEC. 312 1 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 (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD STUD WIDTH. ANY STUD MAY BE BORED OR DRILLED PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO at INSTALL 1/2" GYPSUM WALLBOARD (MIN.) AT GARAGE/HOUSE WALL AND GARAGE BEARING WALLS. INSTALL 5/8" TYPE-X PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING 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 18 NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH I IRC FIGURES R602.6(I) 1 R602.6(2) 1 I IRC SEC. 302.6 1 NOTE: SELF-CLOSING HARDWARE REQ'D BY CODE OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE WSEC TABLE R402.4.1.1), TOP PLATES IF NOTCHED OR DRILLED TO MORE THAN 50% OF THEIR WIDTH SHALL HAVE A 16-GAUGE METAL TIE I I/2 IN WIDTH INSTALLED PER IRC FIGURE R6O2.6.1 88. THE FLOOR SURFACE IN A GARAGE SHALL BE NON-COMBUSTIBLE AND SLOPED TOWARD THE MAIN VEHICLE ENTRY DOOR- OPERABLEWINDOWS 4 DOORS MANUFACTURED BY SMALL BUSINESS SHALL SE PERMITTED TO BE SEALED OFF AT THE R FRAME PRIOR TO THE TEST [ WSEC R402.4.1.2 ] EXCEPTIONS: WAY I IRC SEC. 309.1 1 AUTOMATIC GARAGE DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 325 I 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 ABBREVIATIONS: EXTERIOR WALLS OR BEARING PARTITIONS ARE DOUBLED AND THAT NOT MORE THAN TWO SUCCESSIVE STUDS ARE 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 e AT EL. ELEVATION MAX, MAXIMUM SW SINGLE-HUNG I IRC SEC. 602.6 1 FLOOR I IRC SEC, 301 1 A.B. ANCHOR BOLT ELEC. ELECTRICAL M.B. MACHINE BOLT (WINDOW) PROVIDE METAL NAIL PLATES IN ALL LOCATIONS WHERE PLUMBING OR WIRING COMES WITHIN I OF THE EDGE OF ANY STUD ADD. ADDITION ELEV. ELEVATOR MECH. MECHANICAL SHWR. SHOWER 90. FURNACE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE REQUIRE- ADJ. ADJUSTABLE ENG'R ENGINEER(ING) MEMB. MEMBRANE SHTH'G SHEATHING 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 FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP-STORY AND THE ROOF SPACE I IRC SEC. 302.11 I SE ELEVATED SO THAT PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES ARE MIN. 18 ABOVE GARAGE SLAB. STRAP A.F.F. ABOVE FINISH FLOOR EQ. EQUAL MICRO. MICROWAVE SUM. SIMILAR INSTALL FIRE BLOCKING AT: HWT TO WALL I IRC SEC. MI301.2 1, PROVIDE OVERFLOW PAN 4 PIPING AND INSTALL TEMPERATURE a PRESSURE RELIEF ALT. ALTERNATE EXP.EX EQUIPMENT MIN. MINIMUM SPEC. SPECIFICATION A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES a PARALLEL ROW OF STUDS OR VALVE (W/ PIPE TO EXTERIOR TERMINATION) PER IRC CHAPTER 28. VERIFY PROTECTION FROM IMPACT BY AUTOS ALUM. ALUMINUM IS . EXPANSION INN JOINT N.I.MT METAL S.S SQUARET BA, 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.C. ON CENTER STL, STEEL STUART 3 b. HORIZONTALLY AT INTERVALS NOT TO EXCFFD 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 2015 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: 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 CAP CABINET WALL PANEL F.O. FOUNDATION OFION CONTRACTORERHGINSTALL T 4 G TONGUE 4 GROOVE RESIST THE FREE-PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION: BEEN TESTED, INSPECTED AND APPROVED I UPC SEC. 103.5.1.3 I CAB. F.O.C. FACE OF CONCRETE 0.-I, OVERHANG TEMP. TEMPERED E. FOR SITE-BUILT CHIMNEYS AND FIREPLACES, FIRE BLOCKING MUST BE A MIN. OF I" THICK AND SUPPORTED ON METAL CSMT. CASEMENT (WINDOW) F.O.S. FACE OF STUDS O.H. OVERHEAD T.O.TFIK THICKNESS F STRIPS OR METAL LATH: 102. PLUMBING SUPPLY PIPING SHALL BE TESTED WITH WORKING WATER PRESSURE OR, EXCEPT PLASTIC PIPING, 50 PSI AT CLKG. CENTERLINE FT. FOOT TIR FEET OPNG. OPENINGO T.O. TOP IS 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 CLO. CLOSET C CAULKING F.E.RFIRE EXTINGUISHER OPT. OPTIONAL TV TELEVISION NE TYP. TYPICAL CMU CONC. ASONRY UNIT FURN. FURCE FIREPLACE PIC PICTURE (FIXED WDW.) N.O. UNLESS NOTED GENERAL NOTES 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 COL. COLUMN GA. GAUGE P.I.P. CONC. POURED-IN-PLACE OTHERWISE ANCE WITH AWPA MR I IRC SEC. 311.1.1 1 I 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. GRAB BAR P. LAM PLASTIC LAMINATE VEST. VERTICAL FLOOR FRAMING: SHALL BE MADE FOR EXPANSION OF HOT WATER PIPING. VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS CONT.T. CONTINUOUS GR. LAM GLUE-LAMINATED PLAD. PLASTICYWOVEST. VESTIBULE ON THE GROUND SHALL BE APPROPRIATELY SEALED [ UPC SEC. 313.11 CPT. CARPET GR. GRADEPSUPR. PLYWOOD WIN. VINYL C.T. CERAMIC TILE GWB GYPSUM WALLBOARD PR, PAIR W WASHER JOB No: STUART LOWER LEVEL DIA. DIAMETER HB HOSE BIBS P.T. PRESSURE-TREATED WI 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 4 314.5.1 ] DBL. DOUBLE HORIZ. HORIZONTAL R.D. ROOF DRAIN WD. WOOD DRAWN: JR 52, ALL JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS a 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 D. DOUGLASINFIR INS HOT WATER TANK REF. REFERENCE W/0 WINDOW D.F. DRINKING FOUNTAIN INSUL, INSULATION REFG, REFRIGERATOR W/O WITHOUT DATE: 4/16/2019 DEPTH SOLID BLOCKING, RIM JOIST, JOIST HANGER OR OTHER APPROVED MEANS. NOTCHES AT THE ENDS OF JOISTS [ IRC SEC. P2120 1 DN. DOWN INT. INTERIOR REQ'D REQUIRED WP WATERPROOF SHALL NOT EXCEED 25% OF THE JOIST'S DEPTH AND BORED HOLES ARE NOT TO BE WITHIN 2" OF THE TOP OR BOTTOM DR. DOOR KIT. KITCHEN RM. ROOM W.W.F. WELDED WIRE SHEET OF THE JOIST. HOLES ARE NOT TO BE ANY BIGGER THAN 1/3 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. DEL. DETAIL BT. JOIST R.O. ROUGH OPENING FABRIC A...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 LAY. LAVATORY S e R SHELF a ROD XO SLIDER (WINDOW) 7 . 1 AND ARE NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN I IRC SEC. 502.1 L FOR NOTCHING AND BORING OF MANU- 108. HOSE BIBBS SHALL SE PROTECTED BY AN APPROVED NON-REMOVABLE TYPE BACKFLOW PREVENTION DEVICE DRWG, 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 MIM a a III IMI IIII alMINI IlMial K _ El 1� x LANDED GENTRY HOMES AND COMMUNITIES I I I I I :LECTCREICILAINLG PLAN KEY I WALL SCONCE RECESSED CAN — FIXTURE I / - _ ' `,,1 _ 4- EYEBALL CAN �1 1� 1 IS J,— - - III Seo SMOKE DETECTOR 41 / 0 `i' I O 4, Q EXHAUST FAN/EXHAUST FAN W/LIGHT I /. I LIGHT SWITCH • • • I $3 3 WAY LIGHT SWITCH • TV/TEL $4 4 WAY LIGHT SWITCH M O I • `•J •T V/TEL► $T TIMER SWITCH El III - I _ t TV/TEL O WALL OUTLET 120 VOLTS I I I ,11 1*11 , TV/TEL \ / / 220 VOLT OUTLET(DRYER&OVEN PLUG) I % ,H, WATER PROOF GROUND FAULT O LUWP INTERRUPTER OUTLET 120 VOLTS � © O� GROUND FAULT INTERRUPTER J I 50 CFMf I 1 OUTLET 120 I 0 ' (MIN, / • 1 TV TEL TELEVISION, OLTS ELEPHONE I / EX, FA / \ \ 4 AND INTERNET MODULE ' � O S SD - - -- - -- 4— I °S O CO �•� �•� •• PULL CHAIN LIGHT _ - — - u WALL MOUNTED LIGHT W \ _ - - H5HLSD I /\ \ \ \ • /, _ - - ,• • ® HARDWIRE OUTLET O (--31-", D — 1 W I I— _ 0 SD t - / I ♦ �1 - — - i Q 1. �u • 1 1 S -- _ � - - — - ? NOTE: *- ',4( • vO - fa Al a)*DEDI O O I U 4 SMOKE DETECTOR(SD)�so110V INTERCONNECTED • nn DEDI ATED NWT CO 111e1 WITH BATTERY BACKUP — v TO FREEZER TO LOWER I TV/TcL — / FLOOR TO GARBAGE 1-• - 0 I . 50 CFM Q DISPOSAL N.) �'I Z EX.IFAN U I-IANGING I Q• CY r I • 4 c6 1� ', FIXTURE W 1La , _ O J NOTE: O I UNLESS •NOTED OTHERWISE, • I I..1 O •i�-r� CV TO U PER / I ALL GARAGE OUTLETS TO I \ I E� ■ FLOOR �IJY�IL �� . I Q 0 J/ BE 48 A.F.F. TO MICRO. \ / III - / ' I , 1 REFG. 1 I . - - - J I 9 ' // \ SDI 1 \• — O / e CO LG, \ as I 1 III \/ \/ _ _ _ O W FURN I Y \ �e012 'a' 1 ' n \ 10e���r� / LSD 1 O,O' I I I I 43 (� _ _ = A i CO S I _ • O I e J 50 C~ M HA1 GIN iI- _ � ' 50 CFM IMIN,) FIXT -E • (MIN.) EX. F} ri j EX, FAN - - � _ � r I \ � II a � ' I I � _ � ' � 1 1 I TT - - - - - I I i COASTAL 2 ONLY 11 II I 1 r 1-1 r 1-1 I2d1 1 1 1IA1 L J L - J L - J I LOWER FLOOR ELECTRICAL PLAN MAIN FLOOR ELECTRICAL PLAN SCALE: I/4" = I'-0" SCALE: I/4" = II-O° STUART 3 LOWER LEVEL NOTE: EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE ELECTRICAL PLANS DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ OWNER). EXHAUST FANS TO COMPLY W/ 2015 IRC MI503, FAN NOISE NOT TO COASTAL 1 & 2 EXCEED 1.5 SONES e 0.1 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 JOB NO: STUART LOWER LEVEL INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL 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 . 1 WA