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1A OFFICE COPY L E N N A RV NOTE: - 21'3 NE 129th STREET OTHER FINISHES MAY SE USED CITY OF TIGARD , SUITE 1C,m VANCOUVER,WASHINGTON 98686 EXTERIOR CLADDING (SIDING 51-10ILN) REVIEWED FOR CODE COMPLIANCE • OFFICE PHONE: (360)258-1900 2'-2' / (1)LAYERS WRB - —� n Approved: j / 1 OTC: j ] . S2, �" EXTEND WRB FROM WALL BELOW 6'MIN. 2 CAR G ARAG E ♦ ABOVE CLADDING TRANSITION i. Permit#: Yns-ta01�$ - ! �- - FLASHING WITH DRIP EDGE --� �..- Address. 1 3aa$ S w 1'vlacl d L>1RECEIVED / /)/k._ sty#: ill ,/' , `� s •FWD R . ;; ////�VENEER EXTENT: / X �� 01 FOR ROOFING 12 4 BLOCKING (OPTIONAL) a ��•7 e� NOTE: By: Date: "` �=� �� JAN 2018 MATERIAL AND SEE ROOF -i � • SHEAT(-LING SEE PLAN �4 BEDDING SEAL UNDER FLASHING T `�'� STONE ON SEE ADD ADDITIONAL NFORMATIONRIi Q 'T'litrt� D ♦ ♦ ELEVATION SHEET COLUMN Z� 1j".PINxDIVISION SECTION A-A t LATH FASTENERS :..: ..�i:� V \: E X \ 15 fi O BEAM PER STRUCTURAL ,/. • r' • ADHERED CONCRETE MASONRY VENEER 6' FASCIA GUTTER ij • SUPPORT ANGLE : . INSTALL IF REQUIRED PER THE STONE ( 4 DED a I O\. ) 1/8'=1'-0' MANUFACTURE'S INSTRUCTIONS \ , ADHERED CONCRETE MASONRY VENEER © 111811'1 NEW F'1,-AN JBCx MORTAR SETTING BED lA ,' MORTAR SCRATCH COAT - . �� `► 12 F I • (2)LAYERS WRB ►, �� LATH © ..,.4111411�\._ ��. - B / { { POST, SEE PLAN FOR SIZE RAKE AND TRIM - SEE ,'' MORTAR JOINT (WHERE USED) .Ad`'�' h'' : 11141111b11 . ELEVATION SHEET FOR SHEATHING CAULKING SIZE AND MATERIAL - 4b _ _ _ _ �1k I 3' PROVIDE G.I. FLASHING NOTE: 12 �. '` _ - — — �,` i`. AS REQUIRED. FLASHING SHOULD BE INSTALLED PRIOR TO THE ADHERED CONCRETE MASONRY. _ n WATER RESISTIVE BARRIER LAPS OVER THE VERTICAL LECs OF FLASHING FOR g G ��� '�` �` V NOTE TO FRAMERS: POSITIVE DRAINAGE. OPTIONAL SUPPORT ANGLE SHOWN. VERIFY INSTALLATION I l I IA SEE CONSTRUCTION MANAGERS FOR TEMPLATES REQUIREMENTS WITH ADHERED CONCRETE MASONRY VENEER MANUFACTURER /, '�►- 1 - RS 1x4 TRIM - .\— ` — �- �i� i-- TOP PLATE r 0 ` I I SLOPING GAP �(2 E DETAIL SCALE: I I/2'=1'-0' _ \\ \ ,��` \ , ' I , \ CULTURED STONE VENEER 11 ��� I IQ A) ROOF-6A � A��IN�..F i� . � � �� V � ��\\\" � ��� ,1111•' DETAIL SCALE: i z = l'-0' � ` \\ \ a� -\• A� .A -- FLASHING DETAIL-1 •• 40 u ...: : PRE-FINISHED METAL 1 ~',s ‘,,,,,,,,—; ��\\ \ �\ 4a ^a� ft POST BASE PER MIN. I' AIRSPACE BETWEEN 0 ‘;'\\:.` „'-:\4A 111 GAP FLASHING ALL \ � } STRUCTURAL I • GMU AND POST EXPOSED SEAM ENDS P.T. 6x8 -EXTEND 8' MIN. INSIDE B 101, CULTURED BRICK VENEER FASCIA r ' 2 ( INSTALLED PER MFRS 4' CONC. SLAB - / / RECOMENDATIONS - , — • _ , — -- — 5UB�FLR, { 4' CMU 3�a'x3�a' £3EVELED T-� �- [ ii } 0 ,,, :: EDGE ALL AROUNDTE — _ � `\ U O Iii — —TOP P"A --> • I 1- j t 6 _ Cl)LII o t' 22+ o , I—I I PT. 2x6 \\\ \ � l1—I I I 1441 , , 1 4 -103 f-- _I _ CONCRETE FOOTING CI)N \to I „ � t:. I A -s I I 1 , ,_, , , ___„ ,_' I I F.T. 4x6 p� r f7 I - L • I r r I + �r Mi : - -7 , . `� SUS-FL I I (MFORCI-4COL.€� DETAIL S�AL13/�'_► 0 — — a — • — _ , ,•� �� 11 . . ? — — _.._R } O ),/.4,i LENNAR COL-6 ,�� - t r �. I - THERMA-TRU ENTRY DOOR- 16/0 x 8/0 'SONOMA STOCKBRIDGE :- 0 . CLASSIC-CRAFT AMERICAN 10 1 - -- COLLECTION W/ 12' TRANSOM IA ABOVE (3' BTW. DOOR - TRANSOM AND LITE) .,,.i,, 0 (SECO4TIVE E3RACE SCALE: NONE LENNAR BRACE-E 1.' 0\i'' E s� ..... VAT 10\s ( 4 ED ID STONE ) 1/4' = l'-0' =-7--._';J-_ -------- o• 4. . o . . OFFICE Y 1111 :. : ,. .. _ ..„.;: 1,>.:: 11---- ... ... . ..... . ......: ... . .. : .. : :111 - . .. • _ 1111 :1 ll ... 1111 1111... • , 1 (--) 1. . . . . ._ 1111 . , - , 11 . 1 1 11 11. - ii _.. : 1111 : :...1 L.1 _. - .. ;_1:111 .; 1111.. . 7- . t =. SPEC0 KEYNOTES ; : TOP PLATE _ : LENNAR GENERAL NOTES AND PE ����A1T I UN fC��I'N � — — • CONSTRUCTION SHALL FULLY COMPLY WITH THE CURRENT LATEST ADOPTED EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (IRC), AND ALL ADDITIONAL 1. ROOFING (TYPICAL): ARCHITECTURAL FIBERGLASS COMPOSITION SHINGLES. - v \N .v� STATE AND LOCAL CODE REQUIREMENTS PER LATEST ADOPTED EDITION. - \ �\\ S\in ,\\ \ • WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER 2. VERGE BOARD (TYPICAL): RS 1x3 TRIM ON 2x10 VERGE BOARD AND (1F = ,\ SCALED DIMENSIONS. PLEASE NOTIFY THE HOME DESIGNER OF ANY VARIATIONS APPLIES)- 1X3 ON 2x8 VERGE BOARD AT SIDES AND REAR ELEVATIONS. ` - ------, �--� � ���: �� PLAN 2857 FROM THESE DRAWINGS. 3. SHADOW BOARD (TYPICAL): 5/4x8 TRIM BOARD AT FRONT AND (IF APPLIES) \\�\'\\ \\�\ REDWOOD • ANY DEFECT DISCOVERED IN THE CONSTRUCTION DOCUMENT SHALL BE BROUGHT 5/4X2 AT SIDES AND REAR PLACE FLAT ON WALL AND BUTT TO UNDERSIDE OF �� ��`, \� \\\ TO THE ATTENTION OF THE: HOME DESIGNER BEFORE PROCEEDING WITH ROOF SHEATHING. WORK. 1 —I I I AMERICAN • THESE DOCUMENTS ARE COPYRIGHT PROTECTED AND MAY NOT BE REUSED, 4. SIDING (WHERE SHOWN): HORIZONTAL HARDIE LAP SIDING W/ 1' EXPOSURE REDRAWN, TRACED OR REPRODUCED WITHOUT WRITTEN PERMISSION FROM OVER '1/16' OSB WALL SHEATHING. GARAGE RIGHT LENNAR HOMES. 8 -- • INSTALL APPROVED FOAM TYPE INSULATION AT FLOOR AND PLATE LINES, 4A. SIDING (WHERE SHOWN): HARDIE STUCCO PANEL WITH 1x2 BATTENS AT 16' — _._- — . _ . —. . — .. — — . — — . --- . — ._._-_ . _ __-_ -- _- _- — .�- 5U8-FLR OPENINGS IN PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND WINDOW O.C_ - ` TOP PLATE ROUGH OPENING CAVITIES. — -- 4B. HARDIE SHINGLES W/ 5' EXPOSURE OVER BUILDING WRAP (PER DETAIL MAIN LEVEL: 1,135 SG2 FT • INSTALL WATERPROOF GYPSUM BOARD IN AND ABOVE ALL SHOWER AND TUB I,'5) OVER 1/16' OSB SHEATHING (UNLESS NOTED OTHERWISE ON SHEAR PANEL 4 .1- L J AREAS TO MINIMUM 12' ABOVE THE FLOOR. LEGEND)OVER 2x6 WALL w/ STUDS to 16' O.G. PECK: 2x CEDAR RAILING W/ 2x2 - \ \�\ �\ ;�\\` �� UPPER LEVEL: 1,694 SQ FT • CONSULT THE CERTIFIED ENGINEER'S DRAWINGS FOR BEAM SIZES AND LATERAL - \ \N -'1 4� \\\ , ENGINEERING INFORMATION. SPINDLES AT 5 O.C. AND CEDAR - _ 5. WINDOW AND DOOR TRIM (WHERE SHOWN ONLY): 5/4 x 6 SILL t HEADER TRIM \ \ \\ \ �q. 6 2x SPACED DECKING. JOISTS AND - ' WITH 5/4x4 LEGS,NO TRIM AT SIDES AND REAR ELEVATIONS. \ \ `.`. \ �'� . ��� �� \\ .\ \ TOTAL: 2,832 SQ FT • NOUSE SNALL NAVE A 1-IIGN EFFICIENCY NVAC: 95% MIN. AFUE FURNACE BEAMS TO BE PRESSURE TREATED. _ \ 1\ Nt , \ (SEE STRUCTURAL FOR BEAM, JOIST ' 6. CORNER TRIM (TYPICAL): 5/4x6 TRIM AT HORIZONTAL LAP AND 1x6 AT \ ` \\•. \ -KfJ PANEL SIDING. SIZE AND RAIL ATTACHMENT. - , ®\ Ls\\. \ ...„:„.4.4„,,, y;� . - \ \ \ _ �\ \\ \\\ \� in Cs,4R,4CsE: 4ro4 SG2 FT 4 I `, R-38 VAULTS _ r �� .\\ L .,,. :,\ \\. :`.�\\�.� REAR COVERED PORCH: lil SQ FT FRONT COVERED PORCH: 62 SQ FT ,.. ' ......... VAULT AREA OMIT - 507. �S� '1. (3) BOARD IS' WIDE .SHUTTERS x HEIGHT OF WINDOW. - , , 4:109PxI - _ I I I J 0 8. HORIZONTAL TRIM: 5/4x10 WITH 26 GA. 'Z' FLASHING OVER TOP OF TRIM AND I I T - — 10 ;a %' .''%% INTEGRATE W/ WRB. -, / kr., CLASS 80 SKYLIGHT / - r . , ,R-15 SLAB FLOOR EDGE/ z�:uMIT I I I I 9. GUTTERS (TYPICAL): PER SPECIFICATIONS. I ` SUS-FLR = / R-23 WALLTION it.'� ' '., \ 10. CULTURED STONE VENEER: INSTALL PER MANUFACTURER'S SPECIFICATIONS. / INSULATION '��i./ — r - -''%.L�.tt 1111... \ 011,F F., "•' � jr. INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF STATE OR LOCAL . _ k'il = R-49 VAULTED pi! CODES. . - , / `� R-49 FLAT CEILING : CEILING _ //'�� STANDARD FRAME I / _ ”` N� T �, a �,�:. \,:\CLa5530 U = 0.54 WOODJ.I \\\ \..fWINDOWMAIN ENTRY DOOR (r /Jr (U=0.30) ISM STANDARD WALL FRAME OTHER EXTERIOR DOORS INSULATED R-15 BELOW GRADE WOOD, il R-23 WALL= R-30 UNDER-FLOOR U=0.20 INSULATION w� INSULATION EXTERIOR DOORS CONCRETE & MASONRY WALLS j�: _ FOR ALL STRUCTURAL {RU2tAMN.}h-t! ll _ r!i1r+. Ft1��' ++tul ' Wj> 2.5 FTZGLAZiNG ' T SID = EL . VAT1O\ ( ADDDSTO\E ) INFORMATION REFER t !tili R-8 DUCT tit T _t � U=0.44 ■ _ ,- ' • �. � � 14 - ' 0 TO THE (S) SHEETS INSULATION LENNAR-GENOTES COMMUNITY: MADELINE 1-1EIG4TS LOT: 11