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MST 2018-00015 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 • LEN NAI 2103 NB 129th STREET SUITE 100, VANCOUVER,WASHINGTON 98686 OFFICE PHONE: (360)258-1900 12 6 ,, diih e11/S/11 NEW PLAN JBG e .00---: ..411... iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiihh. TOP PLATE — ' —110.11P- 777-11 . 4", ::77:7—Nl 7 O• * & ,� '•1 �o REMOVE THIS WINDOW IF OPTIONAL SHOWER 8 IS USED 0 — �- _._.. — — — — —I SUB-FLR TOP PLATE 1mi .,\.‘\,..-‘---,,:,,.4,,.-,4,i.,,z,-,,„,,,,,,,4,N0:, ,:,1,,,;.,,\N>‘v-",,\xN:„;:N,,.:‘,,24.t,.,,,,i*s‘,k...„,;,.-:. 1 � � 1 : 0 x :;.)1•:k`-‘ \\t 1 minm. :',,LN,.\,,,,,,,:.\„x•k.\‘‘,...Q t,... „, ;;;.,,„, ,,,,:,,,,..:i Miiii . \ 1 i \, �,. .\ \11' \NN. 1 Vv\- :: ‘,,,\\N",:',N,'',V). 4its 'Z''`Ii\ \ ' ' I VaS''.' \I , \ N 1 k.\- - - , N \,*\, k Rm. 7 .! ,:k•-•••.,' F ''' '''' ' I \ ..n..■Mil \.:\ \.< "., ` 1 1 — r� \fllif I SUS-FLR ffi C — �� E11111111111111111111111111111 I 1111 I 1 I O CD r Q. EA m L F x I I O\ 1/4' s V-0' _ _ : <)ELEVATLON � 1 1 tiO , � f5.:;.7.,;::-...:7_,.,.. ni I I H- i i .. � is I is ION SHING S.TES , FI ASS GOM OSIT LE HIT GTU L P _ ._ ... .... ... ....... __. . . — _ _ ........_ ___.._ ,...._ .. .... .• ..... . : ... ;...-.,. , . .... , . . 1. ROOFING (TYPICAL) ARG E f24L BERG = Q I e Y ICA ): S 1x3 TRIM ON 2x10 VERGE BDARD AND CIF ��� 2. VERGE BDARD lT P L R I SAN A LEVATIONS. APPLIES) 1X3 ON 2x8 VERGE BOARD AT S DE p R1= R E T 3. SHADOW BDARD (TYPICAL). 5/4x8 TRIM BOARD AT FRONT AND lIF APPLE ;,..... A PLACEFLAT ON WALL AND BUTT TD UNDERSIDE OF € I; : ; ; 5/4X2 A7 S1pE5 AND REAR _ .. ..... ..` ... :_ .. .. t ... ..., € Ar:;t), T✓i ;; U11t€DQ.tI,J 11= . • ROOF SHEATHING. ! ; • ! .. , €.i s. ca rroti, •L SH w7 , _ A SIDING W EXPOSURE _.....<. ; .. .....-..-..: ;r. -.. - ,. ..._ .r._ .. ,._ _<.....w.:. ... . :............ . 4. SIDING (WHERE SHOWN). 1-€OR(ZON AL HARD€E LAP D I . , .... ....ERT- TOP PLATE OYER "t/lh OSB WALL SHEATHING. 4A. SIDING (WHERE SHOWN): HARDIE STUCCO PANEL WITH 1x2 BATTENS AT 16' L- �_ _ --1---, L.- ���:\\,\\\\ .c .'N \ ,, ' �\ -i II II k, li~— a \:-'-''''‘ii 4B. HARDIE SHINGLES W/ 8' EXPOSURE OVER BUILDINGWRAPOPERDETAIL \ \\ �1____,ii— '< ; _1/5) OYER1/16 OSB SHEATHINGS (UNLESS NOTED OTHERWISEONSHEARPANEL \ ���� \ I" H�— LAN7A LEGEND) OYER 2x6 WALL wl STUDS a 16' O.C. o \ `. U 11 - 7 � ' � -kfJ 6 R�DW�OD# HEADER T 1Me\0 \ \ \* .11 •L-- --�— \� •. 3 .` cA 5. WINDOW AND DOOR TRIM (WHERE SHOWN ONLY) 5/4 x 6 SELLR WITH 5/4x4 LEGS,NO TRIM AT SIDES AND REAR ELEVATIONS. I. 1"l M RICA N 1�tMOVt THIS WINDOW 6. CORNER TRIM (TYPICAL): 5/4x6 TRIM AT HORIZONTAL LAP AND 1x6 AT 8 IF OPTIONAL SHOW R GARAGE RIGHT PANEL SIDING. IS USED 1. C3) BOARD 18' WIDE SHUTTERS x HEIGHT OF WINDOW. —" -- — —' --- -- — SUB-FLR r TOP PLATE 5. HORIZONTAL TRIM: 5/4x10 WITH 26 GA. 'Z' FLASHING OVER TOP OF TRIM AND — INTEGRATE W/ WRB. U I MAIN LEVEL: 1,138 SQ FT 9. GUTTERS (TYPICAL): PER SPECIFICATIONS. � __ DECK: 2x CEDAR RAILING W/ 2x2 UPPER LEVEL: 1t�94 SQ FT �` \ \\r SPINDLES AT 5 O.C. AND CEDAR — 10. CULTURED STONE VENEER: INSTALL PER MANUFACTURER'S SPECIFICATIONS. Q 2x SPACED DECKING. JOISTS AND INSTALLATION SHALL COMPLY UIITH THE PROVISIONS OF STATE OR LOCAL kZ ‘ \. BEAMS TO BE PRESSURE TREATED. TOTAL: 2,832 SQ FT CODES. ��\ -� �' �\ / (SEE STRUCTURAL FOR BEAM, JOIST r�\' , SIZE ANP RAIL ATTACHMENT. GARAGE: 4 '4 SQ FT 6' FRONT COVERED PORCH: 62 SQ FT ;�\��. ' - V REAR COVERED PORCH: III SOFT 10r, =mit- 11M :�,. - r-ir , - ���� �� ' — ___ — SUB-FLR 1r---) IREGI--T SEEDE _ _ — - NOTE o STONE ) LEVATIO\ FOR ALL STRUCTURAL INFORMATION REFER TO THE (S) SHEETS LENNAR� 0 d 213 NE 12�Jth STREET �,�• i- /RAILING POSTS ��� SUITE 1s2as2� START RAILING '-I� 5�' / ABOVE DECK EDGE ri , (e 4'-O' VANCOUVER,WASHINGTON 95686 POSTS 12' FROM \ raj ��GG �_\ f OFFICE PHONE: (360)258-1900 EDGE OF DECIDKE" � OS �• TYP.ON OUTSIDE ♦ ''f 13'-0' -,Q' N`# 21'-0' CORNERS "�� P.T.BEAM _, 14'-0' �___ 1I0 P.T. 2x CANTILEVERED 7 ICI Al ROOF SYSTEM SEE STRUCTURAL FOR it....) 0 TERMINATE PIPE MIN 12' DECK JOISTS ABOVE, i � PER PLAN ABOVE ROOF IN A LOCATION AT LEAST 10' I SIZE AND SPACING IICA1 it n FROM ANY WINDOW OR C7 r (LOWER LEVEL DECK) r; OTHER OPENING INTO A mJul r-r-r-7-7 0 CONDITIONED SPACE THAT 15 LESS THAN 2' ca 1 DECK ABOVE CSL• I — BELOW THE EXHAUST POINT to 6 11 EXTEND PIPE THROUGHPERMANENTLY ADHERE 0 IILJ _J ENTIRE HOUSE, PROVIDE rIPP'''''''-' 'RADON REDUCTION a SUPPORT STRAPS AT EACH SYSTEM' LABEL TO 11/8/1-1 NEW PLAN J15(LEVEL I PIPE AT EACH LEVEL }---\---,--',„ �j L — j LCNI bi \\\ I\ / \ n 3' OR4' + ABS OR -� nn (A\ • • •PVG VENC PIPE _ PLUMBING TEE 16 BENEATH VAPOR 1 ,` / i BARRIER 0 Y DECK ABOVE . / 6 m11 VAPOR r u0.t BARRIER, LAP MIN ATTACH VAPOR CI 12' AT SEAMS. BARRIER TO PIPE WI EXTEND TO ALL ZIP TIE AND CAULK • FOUNDATIONS WALLS I TOP EDGE W/ POLYURETHANE SEALANT ♦ T A NOTES: t 1.PROVIDE JUNCTION SOX IN ATTIC FOR FUTURE FAN. l 2. PROVIDE JUNCTION BOX ON MAIN LEVEL FOR FUTURE WARNING DEVICE. T 3. PROVIDE POLYURETHANE SEALANT AROUND ALL PIPE CONNECTIONS AND ALL II r FLOOR AND CEILING PENETRATIONS. HOUSE,MAINTAIN 4. IF THE PIPE SHOULD NEED TO JOG HORIZONTALLY THROUGHOUT MINIMUM 1/4':12' SLOPE OF PIPE. 5. PROVIDE (1)VENT PIPE FOR EVERY 2,000 S .FT. OF CRAWLSPACE. r 1 a 6. EXTERIOR SURFACES OF CONCRETE WALLS BELOW GROUND SURFACE SHALL BE _- DAMP-PROOFED IN ACCORDANCE WITH LOCAL CODES SEE STRUCTURAL r .-.� _ SHEETS FOR ANY 1.DUCTWORK LOCATED IN CRAWLSPACES SHALL BE SEALED AT ALL SEAMS AND FOUNDATION, PIER, 1 } ' � � JOINTS IN ACCORDANCE WITH LOCAL C.:ODES. POST,GIRDER AND ___. JOIST INFORMATION ` _ {J 1 S. CRAWLSPACE ACCESS BETWEEN CONDITIONED SPACE AND CRAWLSPACE SHALL BE CLOSED,GASKETED OR OTHERWISE FILLED TO PREVENT AIR LEAKAGE. b KITCHEN ISLAND 9. DUCTWORK LOCATED IN THE CRAWLSPACE SHALL BE PERFORMANCE TESTED TO t ABOVE DEMONSTRATE CONFORMANCE TO DUCT PERFORMANCE STANDARDS. O UN DAT ION FL AN KE I V OT S 0 _= O RADON MITIGATION D E TA I I - FOR 11. PROVIDE 4' DIAMETER PVC PIPE DRAIN AT LOW POINT OF CRAWLSPACE f'� j� SPACE j'� �} THROUGH BLOCKOUT AT FOUNDATION WALL. CONNECT TO APPROVED STORM � `°`�"_ = 1 ,(7. L1 LN i-/ I ON SCALE:NTS DRAIN. 61 STAND PIPE FOR RADON ` ! I I 'in GAS EXHAUST FROM ` ♦ \ \ 1 12. 6 MIL BLACK POLYETHYLENE GROUND COVER LAP SEAMS 12'. EXTEND ' FOUNDATI�1 THROUGH THE In L ' .....2„,) 6CALE-REF-3:4 RADON-1 UP WALLS 30`. ROOF tSEE DETAIL 112 TYP.) r,/ VERIFY LOCATION • f'-3' m C 13. 3 1/2' CONCRETE SLAB IN GARAGE ON MINIMUM 4' COMPACTED GRANULAR r---� FILL. SLOPE 4' TO GARAGE DOOR(S). CONTROL JOINTS AT APPROXIMATELY 11' \- ♦ O.C. EACH WAY. ___...- 1,�i I a mss- FILL PIPE WITH CONCRETE. 14. 3 1/2' CONCRETE SLAB ON 4' MIN. CLEAN GRANULAR FILL. �p -� rv' 15< ENGINEERED FLOOR JOISTS - SEE ENGINEERING PIPE BARRIER, �`� - VERIFY LOCATION b ' 3' DIA SCH. 40 STEEL 16. 18'x8' SCREENED, FOUNDATION VENTS. MAINTAIN 12' FROM HOLDOWNS A5 WITH MECHANICAL - t PIPE OR TUBE SPECIFIED ON ENGINEERING SHEETS. ': ' I : - -ia: CZ 11. PROVIDE MINIMUM 18'x24' CRAWL SPACE ACCESS. n fi ; ' 18. MAIN FLOOR (TYPICAL): APA RATED T4G SHEATHING ON ENGINEERED • • C ----,:._ <-4.- ---.2-_-- 1 . — JOISTS (SIZE AND SPACING PER ENGINEER) ON 2x4 PONY WALL PER • , CONCRETE SLAB STRUCTURAL) ON CONCRETE STRIP FOOTINGS. MAINTAIN MIN. 15' CLEAR BETWEEN a JOISTS OR SEAMS AND GROUND - 12' MIN. BETWEEN GIRDERS AND GROUND. - _.-,..t, ( I N it - --\--ii - 4 4 " • , ' , _ w , . .d ae - .. t .. - _ . ''' (----) .. _ _. Y . • A M ,q a d J { • EMBED STEEL PIPE, 18' INTO 12' i 111111• ' • • . DIAMETER x 24' CONCRETE FOOTING. ` MAIN FLOOR PLUMBING r r I I I OREGON FOUNDATION 2 5ARR I E R D E T'A ILVENTING SCHEDULE � SCALE: i'=1' 0' BOLLARD-1 VENTED CRALUI_SF'ACE AREA=I,ra51 SQ. FT. ), \ PLAN 2857/ 2.) (PER 2014 ORSC R405.1.CODE) (''' CALCULATION USED: 14: RE D Y/�/V O O L TAKE CRAWLSPACE AREA AND DIVIDE BY 50 AND THEN ,, , • AMERICA F MULTIPLY BY 144(TO CONVERT TO SQUARE INCHES)THEN DIVIDE BY 12 SQUARE INCHES(FOR CLEAR SQUARE INCH 1 '-), RATING FOR FOUNDATION VENTS USED)- ' GARAGE RIGH 1051 SF)150 =1. _\______\ 5 \ ♦ 1.0 x 144 =1008.96 FACE OF POST/UJALL 1008.96/12 =14.01 REQUIRED FOUNDATION VENTS NEEDED = 14 \Oir...... +-- - MAIN LEVEL: 1,135 SQ F O O UPPER LEVEL: 1,694 SQ F FOR FO�\1D AT I O\ o CL/ �`♦,� I�l I l,r} �� 11-1 0 /11TOTAL: 2,532 SQ F I u». GARAGE: 464 ea F DETAILS SEE , 8'-1' 1'-5' 18'-1' FRONT COVERED PORCH: 62 SQ I s ♦ / REAR COVERED PORCH: ill SQ 1 STRUCTURAL SkE E TS - 2 -9 16 -3 2 -0 / / R.O. / 5'-11' f T-1' 2I'-0' - 34'-0' NOTE FOUND AT f ON FLAN 1/4' = 1'-0' FOR ALL STRUCTURAL INFORMATION REFER TO THE (S) SHEETS SHEET 2 OREGON 34,-0' / LENNARR 13' D' MI� 21'-0" / 2103 NE 12c3th STREET . . SUITE 100 1 -2 (I`-TCS Mi.= 4'-3' 6'-0' 6'-.0' 4'-31 �♦ / '�� / / VANCOUVER,WASHINGTON 98686 MN OFFICE PHONE: (360)258-1900 _ DECK B if . $ 6/0x5/0 5L. 610x5/0 5L. N 011111 — .. ... - IIIIIIIIIIIIIIIIIIIIIIIIIIIII - r mum i t x 1 I 1 COVERED DECK i :N'' m it/S/t'1 NEW Mac 3c 1 1 13/04/0 i i al iX 2'-112' 13,_0. -%2 'r,�-t-_—; ■�"i� , 8/0 x s/@ 5L.GL. PATIO �1�_ _ Q i mom 1 DOOR (TEMP.GL.) CREAT ROOM o . IN ii, 18/0x11/0 t. L m 4Q 24' DEEP CABINETS WITH A 12' - . LOCATION OF FLUSH BAR INSTALL 2x6 WALL .4 ,`;`UPPER FLOOR � BEHIND CABINETS FOR € ., PLUMBING PLUMBING. INSTALL X 7- icy " SHEETROCK ONLY ON THE O *€ n`-Q BAR SIDE FOR FINISH. (VERIFY r,,,,,trti,,7..to HEIGHT AND LENGTH OF WALLu WITI-! CABINET DRAWINGS) 0/ 13'-1' 4'-0' ( 2'.o' [IStair liidth•New stairway must be atleast 36'wide from wall to wall above the handrail (except spiral stairs which must be at FLOOR -least 26' wide from center post to outside edge of tread). - eB12EAK0 tr) = - - \Risers and Treads - _ ��' _i Dill a �� if•If you are building a new standard residential stairway(not a spiral),each step (or rise)cant be r31 15x1911bI / I p more than 'f /a high %�_ _ _ _ �-• •Treads are the flat surfaces that you step onto,For new stairs,the treads have to be a minimum of '" ' - LOCATION OF lW U�_ 10' deep from front to back(not counting the part underneath the nosing of the tread above). The KITCHEN €:::_-,,,--:-„,__IIII:=11=1:=7,----_411:1-1;7:-1 e osed ed e of the tread is called the eosin and the eosin must stick out at least 3/4' ,but not UPPERFLOOR0Q0 g g. g PLUMBCNGmore than iY4. rr-----1 FIXTURES v •The ste s in a fli ht or stairs have to be even so that eo le don't O iii 1 UPPER FLOOR 1Ai& 4, e (p g 3 p p 0 I ° WASHER AND -trip.The code allows only /s' difference between the largest and the {�jL__J 1 ` _/ i Q 0smallest rise,and only %/ difference between the largest and d { q r�____� DRYER �- --_ in smallest tread measured from front to back ‘4 u1 its �r`ii ���I ;°10' MIN. STEP Ze ii I 3. 5'-52' I , r :,.,.. . O Headroom RUN/TREAD in II • �.hFROM NOSING `l _ 8'H.QPENlN!s =it 1 ' �� i? `l •Headroom is the distance,measured vertically(plumb,straight up 1LOCATE BOTTOM OFand dawn),between the ceiling or any projection from the ceiling, TO NOSING i1 ___such as a beam,and a sloped line formed by placing a i1i rJb TANKLESSWATERstraight edge along the nose of the stair treads. '� ri--i - 1 HEATER 54' MIN. ABOVE :1_4 i f FINISHED FLOOR I I ' 1 •New stairs must have headroom of at least 6'-8' (except spiral stairs 1 3/4• MAX. STEP e CJTO� I 1 23 rlwhich may have headroom of b'-6'). RISER �� -- Nandra i Is Nt - •Stairways must have a handrail if the stairway has more than (3) \ PIPE -3'-112' _ ��3'-1' 5'-112' BARRIERrisers. NOSING 1}';' MAX. 7 --1111111441 f3/a' MIN. OVERHANG -01 Illeamp OPEt/TO •Handrails may project over the stairs by 4,l maximum on each side 1• ABOVE -v GARAGE of the stairway. t. :111.111111 i 20/0 x 22/0 •Handrails must be continuous for the full length of the stairs.They mow _ must turn back into the wall or butt into a post so that purse straps 1.111111 I it i � - and clothing won't get caught behind them and cause a fall. 4)i' MAX. IV MAX. IIIIIIIIL iv i9 £?; L..._•_.._...,� cam, *Handrails attached to the wall must have a space between the wall 1 rr—_,•-i. FURNACE ABOVE • and the rail of at least IV to provide a grippable surface. IA/ ' UP 11 - 1 ,:!;. i3/4' M'. `I 4 i ! — •Handrails on the open side or a stairwaymust meet guardrail • W/ I@' AN S i�i ii ai�z\� —" 16/0 x 810 O-ID.1 _Ill . � Ip 5 9 I -i" L�_ .1��re uirements. HANDRAIL � � �: �� -71:4:11-11::r- � _- I 1•The height of the handrail is measured straight up from the nosing of the treads to the top of the handrail.A handrail along a wall ' FOYER ;i must be between 30' and 38' hi h. `n _wg -' STAIRS ' e e ,� •A round handrail must have a diameter no smaller than 14' and no 4(4'1\ @ m -' larger than 2',so it can be easily and securely gripped.OtherHB• handrail shapes are allowed,if the perimeter dimension is at least Q 3 731 1 4' and not more than 6 Y4' ,with a cross section dimension not more � � -1 L � J 1 h 5' /0X /0 X - than2Y4• tt p �! C ri �� � l � " `� � � __y • 36' MIN. <>MANBOO KEYNOTES • I. — __— ( ..:.. �, Guardrails fi' i' •A guardrail is required to prevent someone falling from a balcony, 19. MANUFACTURED DIRECT VENT, GAS, U.L. LISTED METAL FIREPLACE. INSTALL POUIIDE R 1 "' deck, landing,etc,that is more than 30' above floor of ground ACCORDING TO MANUFACTURER'S SPECIFICATIONS. INSTALL 12' WIDE, FLUSH r 1 8 7\ below.Guardrails must be at least 36'high,except that they must HEARTH AS SHOUN. , COVERED C ' be 34' (measured straight up from the nosings)at the open sides PORCH I LINE PLAN 2V57/' of stairways. 20. WALL MOUNTED, GAS TANKLESS WATER HEATER LOCATE BOTTOM OF UPPER LEVEL TANKLESS WATER HEATER 54' MN. ABOVE FINISHED FLOOR. (IF APPLIES-OPTION •nr� RE \/�/Or'`�� 5b PER 2012 WA STATE ENERGY CODE) = — E �l V `./ *Guardrails on stairs must have some kind of pattern,so that a 5' 2/4 5/0 S.H. FAC,_ OF POST/WALL A�V i R[�A/ sphere can't pass through.However,all guardrails along raisedco floors, landings,porches,decks and balconies must have HANDRAIL WIDTH NOT 21. PROVIDE MiNIMUM 18'x24' CRAWL SPACE ACCESS. 0 3 intermediate rails or ornamental closures that do not allow passage LESS THAN 1 4. NOT TO t� in GARAGE RIGH-1 of a 4' sphere. EXCEED 2, 22. (PER COMMUNITY SPECS.) 42' HIGH HALF WALL WITH WOOD CAP OR 36' HIGH U A CONTINUOUS RAIL ON OPEN SiDE OF STAIR. RETURN ENDS TO WALL OR NEWEL ilIl lit TI •At the bottom edge of a guardrail along a series of steps,the POST. INSTALL EQUALLY SPACED BALUSTERS (4' O.C.MAX) ON CURB WALL ,� U 0 . space between the tread,riser and the guardrail must be small EXTENDING 3' ABOVE STAiR NOSING. SEE DETAIL 1 ON SHEET 3. S'-t' 1 r-5' ?t l8'-1' enough to prevent a 6' sphere from getting through. MUST NOT ALLOW SQ F PASSAGE OF A 4' 22A. 34' TO 38' HIGH CONTINUOUS TRADITIONAL HANDRAIL MOUNTED ON BRASS LEVEL: 38 MUST NOT ALLOW PLATED RAIL BRACKETS ON WALL. RETURN ENDS TO WALL OR NEWEL POST. SEE UPPER LEVEL: 1694 SQ F 1 PASSAGE OF A 4' SPHERE DETAIL 1 ON SHEET 3. C SPHERE MUST NOT ALLOW MUST NOT ALLOW TOTAL: 2 832 SQ F PASSAGE OF A 5' ' -M- PASSAGE OF A 5' 23. APPLY 1/2' GYPSUM BOARD TO ALL WALLS AND 5/8' TYPE 'X' GYPSUM Z ,� SPHERE Z --� SPHERE BOARD TO CEILING IN GARAGE. FINISH W/ FIRE TAPE 4 PAINT. WRAP EXPOSED 1'-112' 2,_0. 1'-112' 2'-9' 16'-3' 2'-0' GARAGE: 46x4 SQ F , 4 F II —M1d'` SEAMS. ' R.O. FRONT COVERED PORCH: 62 sQ I d 5'-11' 1'-f' 21'-@' REA12 COVERED PORCH: 111 5Q 1 IIII� 24. RANGE HOOD SHALL VENT TO THE OUTDOORS. CLEARANCES FROM \ �y ��� ��\ \ //////./:',5 *,.:,::,:"' ,/,, ,� COOKTOP TO HOOD SHOULD BE AT LEAST 3@'. DIRECT VENT. 34'-0' MUST NOT;; /: "" MUST NOT - ALLOW r'f ALLOW 25. DOOR GOING FROM GARAGE INTO HOME SHALL BE A SOLID CORE, 20 FLOOR P i_ A N NOTES : ' PASSAGE OF //`:,'/i, PASSAGE OF MiNUTE FIRE RATED DOOR. !..Y' Y z•:.,INDICATES INTERIOR BEARING WALLS. ` /,!�'''/ `r •A 6' SPHERE • PROVIDE FULL BEARING,MINIMUM,AT SEAM SUPPORTS (UNLESS NOTED OTHERWISE). A 6' SPHERE / / cn • PROVIDE AT ALL EXTERIOR DOOR AND WINDOW HEADERS (PER STRUCTURAL)Ili/DOUBLE 2x6 TOP PLATES ,f /�ir2 / . 26. NOT USED / �, ,,� /21,./,1/2:••,:.I.... /f AND BLOCKING AT BOTTOM (UNLESS NOTED OTHERWISE). INSTALL RIGID INSULATION IN CAVITY- f.� ///// • /// // :%// • PROVIDE 2x6 STUDS AT 16' O-C.WITH R-23 BATT INSULATION At ALL EXTERIOR WALLS (NO INSULATION AT ,/ // GARAGE WALLS UNLESS NOTED OTHERWISE). NOTE .0 GUARDRAIL WITH VERTICAL PATTERN GUARDRAIL WiTH HORIZONTAL PATTERN • PROVIDE 2x4 STUDS AT 16' O.C.AT ALL INTERIOR WALLS UNLESS NOTED OTHERWISE. • ALL WINDOWS AND GLASS DOORS TO SE VINYL SASH-1 CLASS 30 UNLESS NOTED OTHERWISE. �. I FOR ALL STRUCTURAL F.'. � - 5T ( / RAIL D-7.TAIL SCALE: i:l 4' F OO � _ INFORMATION REFER ', - STAIR RAIL COOP 1/4' l'-01 TO THE (S) SHEETS , 34'-0' . / / ,6'-62• -82� 9'-9° LE N NARK / / 4'-02-. 6,_01. SI° 2103 NE 129th STREET / 4'-6' / 81-0' �, / 2 / 3 -0 /821:/n 2f �� ���s � ��� o ���� �s� �� �� �����u� � ��o r SUITE 100 VANCOUVER, WASHINGTON 98686 ����� ‘ OFFICE PHONE: (360)25S-1900 SINGLE PIECE �� TEMPERED GLASS a�~ PARTITION- BOTTOM SLIDEBAR — — OF GLASS EXTENDS SHOWER HEAD 1 FROM THE TOP OF ASSEMBLY I ' & / \ WALLTO 6' BELOW ::521n,_ ` 111',.":„'''' ���O / CEILING x WIDTH OF / y aSHOWER3/0x4/0 SL. 16' 1-{IGH8/0x4/0 SL. B\ ♦ ♦ (TEMP.) ♦ * • , DROP ELL-1N ,..:: .... _. , .. ; ..,? ,., . =.a,:.,.� «,..;<.:._ ..,�:> .. I s , .. �I .may` ?F^�'s�.a. .�.�� __. , wr - z. E\GN_,N LocarloN TO BE �L1 ON OPPOSITEx� � NSIDE OF BENCH. �� ' IL i;iiii, -,4kt- .y •, (.1:3 8' OFF CL. OF I Z6 x36 TILE SHOWER ` al SLIDEBAR 0 WITH NOT MOP PAN. —IN N Th`" ` 1iNt (PAN SITS ON - W.I.C. a.a N _ h 11/8/1-1 NEW PLAN JBL v �, � X - FRAME�WAI �•1 ' _ SUB-FLOOR AND NOT �4 �e� tD 'HEIGHT LOWER - I ON THE RAISED :� . THAN WINDOW SILL --IN PLATFORM) SI-!OWER PAN MEMBRANE AT BACKER BOARD INTALATION OVER _ --- J_ -Ib I -i :c:AE OWER HEADI CURB/ JAMB SHOWER PAN MEMBRANE ---- =�F, N ♦ NTERED oN,,:: ^♦ HE GEILMG':. . ��. ��� 3m TEMP. GLASSr( \\TE PARTITION OR 2X4 c+lld FULL HT. WALL J� ^\ BOVE THE®III ®® N -1NIN �rV mOWER (RAIN co p Q RASED WALLMASTE N SHOWER) , MASTER SUITE r 0 16/0x1611 °�°, � �'�'T� � ER COMMUNITY il � m0SHOWER PAN PECIFICATIONSBATS tm\ \ MEMBRANE MIN. 3' \� ♦ -1N\ \ X �� \:. : ABOVE CURB , "' flr4,If \� :-I'-'11C: aN� OPTIONAL SI-IOUJER (6') RAISEDTILEj \ IFT, `v � k COVERED �' \ ♦ x-= ((k PLATFORM r: �iO��r, 00 �� OWELSHELFMOUNTED 64'2 -5 ABOVEPLATFORMINSIDE VIEW OUTSIDE VIEWAl N e �'-6' 6'-7' 2 P 0 / \ L J Q k TYPICAL SNOUJER SEAT FOR .. - ». ))11) I \ ♦ 11'-6.1, FULL NT. WALL SACKER �30ARD S�OUJERSTOP OF TEMP. l5) SHLVS I 1. IN GLASS 2/(c2 5,_64. 4 -22 0 ♦ ..G\ I = ®® I-- 1i a / f Cil �• / SLIDEBAR - o FLOOR SHOWER HEAD \ TOWEL SHELF MOUNTED : 4. iASSEMBLY BREAK v 64' ABOVE PLATFORM °° '® CONTINUOUS BONDED _ 1 0 - °° WATERPROOF MEMBRANE J e -� -leo ♦ 4 LAUNDR�r' - BEDROOM 2 - �. °° OVER BACKER BOARD IS r mlt 00 °° 0 SLOPED MIN. I/4' PER FOOT ____ nl 12/4x10/5 m Q TO DRAIN, EXTENDS BEYOND 1T ' a DROP ELL -' a./°° °° SEAT/ WALL INTERSECTION, ii:ill I 0 cf - \ LOCATION - \J 0AND EXTENDS BELOW TOP i i i t 31-0. / _ o ,� m o Ln ° ° EDGE OF SHOWER PAN SHOWER PAN II I 0 \�` m MEMBRANE SLOPED ° ° MEMBRANE �___=1 r u ♦ \� ♦ ♦ ♦ - ���� MIN. 1/4' PER FOOT ° ° 0 Ii i .?,,,- `� -� N b. \ FRAME WALL TO DRAIN — — // ° ° if) I I ID Ul , I1 \ ♦ til 6'-4" 3'-8" to HEIGHT OWE ♦ ♦ LL ..., ,...,J<. �::;}� (. , - THAN WINDOW os�\ ( ) BACKER BOARD it i 1 \ 1 1 I -0 SILL 10'-0' / �� v L 7'-6' • 4'-92° 6'-12' 2'-42' 13'-22' SHOWER PAN14 -�;� 0:1:--if‘Tiqinii"\ OPTIONAL SI-IOWEiz EL E VAT I ON s�� I II C MEMBRANE FOLDED 3'I6' 1 I ' � UP WALLS MIN. 3° � :� �I I al - �� ABO`✓E HEIGHT OF 4144 ;..c) , .' -i _ \�� ao�� �� � s000 ����os ���o�� � �����moaoo�a�s'� CURB / 0 —IN PREFORMED CURB 'Ep BEDROOM 3 - * ' to � \ 2 \\ / 28 4 I 14/9x10/5 0 SHOWER PAN MEMBRANE X - N 4 n \ // ♦ FLOOR -1N ,� -- nifY-ii •OPEN TO -'moo+ i BOND COAT STUDS OR CEMENTITIOUS .4 a --6)111°--- X -- BE4OW BREAK R BASE FOR CURBING -g t CERAMIC TILESNOW In :-.4--- _-� bj 1/ \�\ °' �, \ ill L �' NONCORROSIVE SPIRAL ^d- - \ ,/ N "eat" NAIL/ WASHER FASTENER ♦ -n -- / �� e\ ®� FLEXABLE SEALANT I/,�/1 i ♦ y ♦ \ •\ r _ �„���4• FLEXABLE SEALANT --- \ - / (� J --'iml-- A-.=.---;Fse31/2ctt:-msnPIF . Ar -AN i 1 in <1,1.6\, UJ.I.G. .. '' A —IN L SLOPED FILL UNDER SHOWER PANin MEMBRANE 1 m .. x & W WIRE REINFORCED MORTAR BED ♦ \ I ♦ �' L , 1 -4 4'-12' 3'-92' PREFORMED CURB ^ ` � / BEDROOM 4 III 13/0x11/5 sko FA\ p TA1 IN Q la > AT kO I MOP SI OU N.T.S. e rin -� PLAY ROOM O 14/5x10/11 I .„ —1 ...I F ,„,,z,,,,,,„....„,,,,,„,,,, a�a ar r 3/0x5/0 S.H. 0 OUFFEIR FLOOR KEYNOTES in 21. PROVIDE MINIMUM 22'X30' ATTIC ACCESS THROUGH CEILING W/ INSULATED PLAN 28571 •COVER \ \ \ „ , _: a _r� si. \ R DrO O .3/0x5/0 S.H. 3/05/0 51-1. 21A. INSTALL 100 SQUARE INCH VENT THROUGH WALL FOR DRYER EXHAUST MAKEUP AIR SHEETROCK AND TAPE PENETRATION THROUGH WALL AND AMERICAIN LOCATE ABOVE ENTRY DOOR GARAGE RIGH1 28. (PER COMMUNITY SPECS.) 42' HIGH HALF WALL WITH WOOD CAP OR 36' HIGH S CONTINUOUS RAIL ON OPEN SIDE OF STAIR RETURN ENDS TO WALL OR NEWEL POST. INSTALL EQUALLY SPACED BALUSTERS (4' O.C. MAX) ON CURB WALL & EXTENDING 3' ABOVE STAIR NOSING. SEE DETAIL 1 ON SHEET 3. MAIN LEVEL: 1,138 SQ F 28A. 34' TO 38' HIGH CONTINUOUS TRADITIONAL HANDRAIL MOUNTED ON BRASS UPPER LEVEL: 1,694 SQ F PLATED RAIL BRACKETS ON WALL. RETURN ENDS TO WALL OR NEWEL POST. SEE DETAIL ' ON SHEET 3. 4'-6I' 4'-6I' '-2 1' 1_2 1 . TOTAL: 2,832 SQ F 29. INSTALL STANDARD 32'X48' FIBERGLASS TUB WITH SHOWER / 2 / 3I-0 4/ 3I-0 / 51-24-1. / 51-24-1 . 3'-0' 4 / 30. INSTALL TRANSLUCENT FRAMELESS TEMPERED GLASS DOOR AND GLASS / 15'-5' 13'-42' FRONT / 5'-22° / S OVERED PORCH: 62 SQ I REAR COVERED PORCH: 111 SQ I PARTITION AT 60'x36' TILE SHOWER W/ FIBERGLASS PAN. 341-0' / / �31. 36'x60' FIBERGLASS SOAKING TUB IN TILE COVERED PLATFORM. VERIFY / HEIGHT OF PLATFORM WITH TUB MANUFACTURER PRIOR TO CONSTRUCTION. F L 0 OR PLAN NOTES : VERIFY WINDOW HEIGHT BEFORE ORDERING WINDOWS. PROVIDE TEMPERED GLASS IN WINDOWS AT TUB AND SHOWER AREAS. PROVIDE AN ACCESSIBLE 771,7777.72-772 INDICATES INTERIOR BEARING WALLS. PROVIDE FULL BEARING,MINIMUM, AT BEAM SUPPORTS (UNLESS NOTED OTHERWISE). ACCESS PANEL TO THE MOTOR OF JETTED TUB IS REQUIRED. • PROVIDE AT ALL EXTERIOR DOOR AND WINDOW HEADERS (PER STRUCTURAL)W/DOUBLE 2x6 TOP PLATES / AND BLOCKING AT BOTTOM (UNLESS NOTED OTHERWISE). INSTALL RIGID INSULATION IN CAVITY. 32. INSTALL RECESSED WASHER/DRYER HOOKUP. / GARAGE WALLS UNLESS NOTED OTHERWISE). • PROVIDE 2x5 STUDS AT 16' O.G.WITH R-23 BATT INSULATION AT ALL EXTERIOR WALLS (NO INSULATION AT NOTE ° • PROVIDE 2x4 STUDS AT 16' O.G. AT ALL INTERIOR WALLS UNLESS NOTED OTHERWISE. 33. INSTALL MINIMUM 95% (AFUE) EFFICIENT GAS FURNACE W/ COMBUSTION AIR • ALL WINDOWS AND GLASS DOORS TO SE VINYL SASH CLASS 30 UNLESS NOTED OTHERWISE. DIRECTLY FROM OUTDOORS. FOR ALL STRUCTURAL 34. NOT USED. LIP P R TL O O PLA\ 1/4' = 1'-0' INFORMATION REFER TO THE (S) SHEETS LENNArr 2103 NE I2eth STREET SUITE locz) VANCOUVER,WASHINGTON S8686 OFFICE PI-IONE: (3(o0)258-1S00 5 _ 12'RAKE 1 ` • I-— 11/e/11 NEW PLAN JEN , _._ I I I II — — — — — ,-- — - - L1'Ø S.F.UPPER ATTIC 42S.6 scik REQ.HIGH = (S VENTS) 42Sb Sci.ln REQ.LOW I ri , VENT,SEE VENTING CALCULATION' • NIS SWEET TO FIGURE NUMBER OF I-IIGI-I Amp LOW VENTS ' . s:.:. ........ ...5' • I 19 -.1.--- , 1 --1-4"-----. (Lifi) T - ; o I Cr) ATT IC VENT NCI t = A R,---"—A v.. = 1...0. o % z. ..,,,,. , , _ __ _ __ _ _ _ _ ..,_ -,--- -----1- - 0 ATTIC VENTILATION PER IRC (R806.2) -„,_ ------ -t ill C ---4 NOTE:ATTIC VENTILATION IS FIGURED WITH 50%OF THE VENTS HIGH AND 50%LOW. (PACIFIC LUMBER ROOF TRUSS COMPANY SUPPLIES(LOW VENT)VENT BLOCKS WITH —1-- r(-- . A 2x10 SLOT OR 20 INCHES OF VENTING PER BLOCK). 1/4..... -''-- -'.‘-'7' CALCULATION: (SQ. FOOTAGE OF PARTICULAR ATTIC AREA(300 x 144=TOTAL REQUIRED VENTING -- -. AREA IN SQ. INCHES.THEN DIVIDE THAT NUMBER BY 2.THAT WILL GIVE THE C -.. ------ REQUIRED AREA BETWEEN HIGH AND LOW VENTS.TO BREAK IT DOWN FURTHER TO L. DETERMINE HOW MANY VENTS ARE REQUIRED ON THE HIGH SIDE OF ROOF,TAKE 7--- ------THE NUMBER NUMBER(AFTER BEING DIVIDED BY 2)AND DIVIDE BY 50(ASSUMING THE ROOF T-7- -------"'''': VENTS ARE 50 SQ. IN.)THAT IS THE TOTAL NUMBER OF VENTS REQUIRED. I ------ ---------,---: (...... I L-. - ,--,.. .._---- --- --.L---. : -r--.-- -_-_--- - 7 L. -. -----__ i ,-- ___ (........ -----, i A -, . — -----,... , e, '''-'-'-------71- --- -"--------- 1 I I ... - . , : • , ---3 I _I 121 RAKE 0 121 RAKE Co • a ziz PLAN 2857/ 1 i 1 __ _ _._ _____I* Lu I I J F I REDWOOC 12'RAKE AMERICAls GARAGE RICH-1 5 MAIN LEVEL: 1,138 SQ F UPPER LEVEL: 1,694 SQ F TOTAL: 2,832 SQ F ROOF FRAMING PLAN NOTES : GARAGE: z!&4 ea P FRONT COVERED PORCH: 62 SQ I • PROVIDE MANUFACTURED ROOF TRUSSES AT 24' 0.C_TRUSS MANUFACTURER TO SUPPLY DESIGNER AND REAR COVERED PORCH!: Ill SQ I BUILDING DEPARTMENT WITI4 TRUSS LAYOUT INCLUDING REQUIRED I4ANGERS AND ENGINEERED TRUSS DIAGRAMS PRIOR TO FABRICATION.SUPPORT TRUSSES LATERALLY IN ACCORDANCE WITI-4 TRUSS MANUFACTURERS REQUIREMENTS. INSTALL A SEISMIC ANCI-IOR AT EACI4 TRUSS PER ENGINEER INDICATES ROOF BEARING ON WALLS BELOW. sr U • MI IIII In INDICATES ROOF BEARING ON BEAMS BELOW. , : •..• INDICATES ROOF STRUCTURE FRAMED OVER ROOF STRUCTURE BELOW WITH CONT. SHEATHING OVER LOWER STRUCTURE, PROVIDE VALLEY RAFTERS LAID FLAT OVER 2 X -. !BLOCKING BETWEEN RAFTERS OR TRUSSES BELOW. o INDICATES 2x3 G.I.DOWN SPOUT TO ROOF BELOW. I. .... • INDICATES 2x3 GA.DOWN SPOUT TO RAIN DRAIN BELOW. a INDICATES 1' DIAMETER ROOF MOUNTED ATTIC VENTS. NOTE : 421) INDICATES ROOF SLOPE .11 • )1 • FOR ALL STRUCTMAL IROOF FAM IN FLAN 1/4' = I'-0' INFORMATION REFER TO THE (S) SHEETS 1IIIIIIISINI 111111MIIIIIIIIIIMINNIIIII . 11111111111111111111.1111.11P - I LENNAR0 210)3 NE 12eth STREET SUITE 10)0) VANCOUVER, WASHINGTON 98686 OFFICE PHONE: (360)258-1900 • 015UILDINCI SECTION KEThOTES I ' • I. , . 35ROOFING (TYPICAL):L)• A CHITECTURAL FIBERGLASS COMPOSITION051 TION 7 � ; i d C .. C,• C r C '.r.. •.r..r..r.f.r. r.,r., _. , y..,r.., ,:_.r•. Y ,. •r U- Y SHINGLES. TOP PLATE — ON 30* A.S. FELT ON 1/16' OSB ROOF SHEATHING APA RATED (24/0). 36.MANUFACTURED ROOF TRUSSES e 24' ON CENTER WITH BLOUN IN INSULATION (R VALUE PER GENERAL NOTES). TRUSS MANUFACTURER TO -2-;I. ''.=. ic.:; 11/8/11 NEW PLAN JB< SUPPLY DESIGNER AND BUILDING DEPARTMENT WITH TRUSS LAYOUT INCLUDING REQUIRED HANGERS AND ENGINEERED TRUSS DIAGRAMS PRIOR 43 =` TO FABRICATION. SUPPORT TRUSSES LATERALLY IN ACCORDANCE WITH TRUSS 40 MANUFACTURER'S REQUIREMENTS. MAS : R BED"4OM LAUNDRY ` ' PLAY ROOM w . 31. FRAME ROOF OVER ROOF BELOW WITH VALLEY RAFTER LAID FLAT OVER Y �_ SOLID 2x BLOCKING BETWEEN LOWER TRUSSES. ':.' . „,,.: 4 . „,6 38. INSTALL 1` DIAMETER ROOF 'JACK' TYPE VENTS NEAR RIDGE ON BACK SIDES OF ROOF PLANES. TOTAL FREE VENTING AREA TO EQUAL 1/600t11 OF — 'N SUB-FLR ATTIC [X'` .. r r .. 'Y Y IrCIX i Yr 3 Y r Y _�., z [ If ----- \ I TOP PLATE 39. MOISTURE RESISTANT INSULATION BAFFLES WHERE REQUIRED. - - .i 40. INSTALL SCREENED 2x VENT AND SPACE BLOCKS. PROVIDE CORROSION RESISTANT MESH WITH OPENINGS LESS THAN 1/4' AT VENT SPACES. 41. GUTTERS (TYPICAL) PER SPECIFICATIONS. N. _ 42. SOFFITS 9 COVERED AREAS: `HARD!-PANEL' STUCCO BOARD ON TRUSS i N BOTTOM CHORD OR CEILING. COVERED PATIO ^`A DINING 45 \ N. - POLDER 43. EXTERIOR WALL (TYPICAL): SIDING AS NOTED ON ELEVATIONS ON N TYVEK DRAIN WRAP (SEE DETAIL I/6) ON 15/32' OSB BOARD SHEATHING (MIN. ..- 45 STORAGE JTr APA RATING 24/0) ON 2x6 STUDS 6 16' O.G. WITH INSULATION (INSULATION R VALUE PER GENERAL NOTES) AND 1/2' GYPSUM BOARD INTERIOR FINISH. 46 APPLY WEATHER RESISTANT BARRIER PER MANUFACTURERS - r p RECOMMENDATIONS. 1k:_:i J1�, SUBBFLR. N. Jf J Y T ) S.` Yr•lf Y ) 1f >` 'Yf^ 1f - , -, . . .- ..... .. .,. .. .. _:_ _,. .•_.%...... ..,... _�i.J.. . .. .....�...... .. _,.. _,. ../._ .�..�. ..�..3.. ..)...�_..3.1 �.. .�,.3_)_�,_3.�..X.. .�.3_3,.?_�,�.).3_)`.)_I ..1.11.).)1.� .i . 44. TYPICAL EXTERIOR HEADER: (PER STRUCTURAL) DF.-L. WITH DOUBLE 2x6 . .. . . .. .. .. .. TOP PLATES 4 BLOCKING 6 BOTTOM, UNLESS NOTED OTHERWISE. INSTALL RIGID INSULATION IN CAVITY. r - 1 40 €P9 45. PROVIDE 2X FIRESTOPS 10' MAXIMUM ABOVE BOTTOM PLATE AT ALL STUD , _ WALLS OVER 10' HIGH. INSTALL 3/4' PLYWOOD FIRESTOPS (OR OTHER _ `' ' APPROVED MATERIAL) AT CONCEALED SPACES SUCH AS SOFFITS AND DROPPED CEILINGS. ”- 46. UNDER FLOOR INSULATION: FIBERGLASS BATTS. (BATT R VALUE PER (T E3L-11LD � 1/4' = I'-0' GENERAL NOTES) _,&) ''''.fs'- '-:,-- I_____ 41. UPPER LEVEL (TYPICAL): APA RATED T4G SHEATHING ON ENGINEERED FLOOR JOISTS (SIZE 4 SPACING PER ENGINEER). 4 _` C-- 4-4.,. ..;,,, •- 48. MAIN FLOOR (TYPICAL): APA RATED T4G SHEATHING ON ENGINEERED JOISTS (SIZE AND SPACING PER ENGINEER) ON 2x4 PONY WALL PER _-"- STRUCTURAL ON CONCRETE STRIP FOOTINGS. MAINTAIN IS' CLEAR BETWEEN JOISTS OR BEAMS AND GROUND - 12' MIN. BETWEEN GIRDERS AND GROUND. 4 C= I � I 4S. 3 1/2' CONCRETE SLAB IN GARAGE ON MINIMUM 4' COMPACTED GRANULAR - L FILL. SLOPE 4' TO GARAGE DOOR(S). INSTALL CONTROL JOINTS AT APPROXIMATELY 11'-0' O.G. EACH WAY. 1 50. 3 1/2' CONCRETE SLAB ON 4' MINIMUM CLEAN GRANULAR FILL. -yam L_ I. 6 MIL BLACK POLYETHYLENE GROUND COVER LAP SEAMS 12'. EXTEND c' UP WALLS 30'. 52. APPLY 5/8' TYPE 'X' GYPSUM BOARD TO CEILING IN GARAGE. APPLY 1/2' 38 �''� 12 --- GYPSUM BOARD ON WALLS IN GARAGE. FINISH GARAGE WALLS AND CEILING. /�\ 53. (PER COMMUNITY SPECS.)42' HIGH HALF WALL WITH WOOD CAP OR /. `� =. I ( 1 36' HIGH TRADITIONAL GUARDRAIL WITH 4' MAXIMUM SPACING BETWEEN` BALUSTERS. INSTALL. BALUSTERS ON 3' HIGH CURB WALL. (SEE DETAIL 1/3 i i ® L FOR HANDRAIL SPECS.) ..." - / 54. 34' HIGH CONTINUOUS TRADITIONAL HANDRAIL MOUNTED ON BRASS ® i �`` _- PLATED RAIL BRACKETS ON WALL. RETURN ENDS TO WALL OR NEWEL POST. (SEE DETAIL 1/3 FOR HANDRAIL SPECS.) �,i ., '__ � � ISI 55. TREADS, RISERS ON (3) 2x12 STRINGERS. STAIR SPECS. (SEE DETAIL 1/3). 36 .../�" 40 - \b \ \ \.\'\.b•'b'\_\ \.\ \ b••,r.\."\'b \b b b -\ \ . \.. \.. ..\.\ ./ -., , ..i.,- (-----) .. `,.. ..`.' . ' ';. "),'X. ..' \... ..'..'_.\. .\ .\ \..\ \..\. bib,\.\.\.).-1',\,.. ,..,r,.\.. ..\'•\_\ \_.,+.b \.\..\_.\.-\Y'`,..\...b..\.\,.b..,f.\-,,—y-\ - _ ri: i. '• ' TOPPLATE � - TOPPLATE T . . L E .. �\ „ , �.r,i`. .., ,,, ,. �,`.. `fit \.. �.� �_.. ♦ . .. - .. �� __ d � i44 LAP AND TAPE 41 AT JOINTS S --d a � 43 INSULATION PLAY ROOM ^a� FURNACE BEDROOM 4 (JAC 7 ,r! SHEATHING 41 ,`! 46 I 41 ' 2X6 STUD WALL . , .� (TIP) 0000/ \ ,:7 :v" — � — — �, — — 5U F R B- R ,' \ ? :C ; t r'C C r r c r /,',(,' �) B L -A, v\,. A. 7 ),-,-A, a^...,7,..,Y.-, $ 7 Y Y T Y r ;�Il TOP PLATEf ; TOP PLATE PLAN 2857 \ } O / ' V'`;, " SEAM PER Tv 14,1 • R�DWOOC • /< >♦♦` . STRUGT. : ;. A M E R I C A I` ,`\ ��, f :: / .' .. 414 >S �`► GARAGE RIGHT --\N mSFOYER COVERED m FOYE" GARAGEPORCH ti \ 4S 45 e• MAIN LEVEL: 1,138 SQ F - `` UPPER LEVEL: 1,694 SQ fi Pill I 46 ;:':1 4*• y s - SUS-FLR ___ - \. r - �.. — _ SUB-FLR TOTAL: 2,832 SQ , • Y ' i Y 3 3 Y 7 Y p Y 7 Y T Y Y 7 7 X FRONT COVERED PORCH 62 SQ 3 REAR COVERED PORCH: Ill 5Q :' , ' LAP SIDING e __., ,• 1 \ INSTALLED A5 A SINGLE LAYER B �IIND: r---..\ jE )IJILIDING /� /� v4 - I m*WOOD SIDING �... , I/4' = I'-0' ,l� SECTION�t ' - (o �,_ •1=1BER CEMENT SIDING \ �,p / o *VINYL SIDING `` / NOTE: .?:- *PANELS •BRICK CAVITY WALL '' l DRAIN WRAF DETAIL SCALE: 1:1 FOR ALL STRUCTURAL `� - & DRAN WRAP INFORMATION REFER TO THE (S) SHEETS I LENNAM' 210)3 NE 12Bth STREET SUITE 10,0) VANCOUVER, WASHINGTON 98686 OFFICE PHONE: (360)258-1900 . )1 . � t --- - - -- -- - -- - - - - - - - - ]:ft. ,, L •:„,,,.,,, 0 L ,,,, ci,, c yl 9 V I ` COVERED6. •:rt,,:, / /,:,! [ �, /, �•' -� DECK t: F.P. SWITCH NOTE. PROVIDE SMURF ,,-F.P.FAN SWITCH ,.. / ( - / / / TUBE 4 RECESSED / :11 ' //' \ /o / �r .� OUTLET 56' FOR 4 �� n it- �� Iti l{ WALL-MOUNT FL ABOVE FIREBOX EEN "111 . -''''*-1)--N1---,,,,/,/1 ._ !EV-"� �- I l I e MASTER SUITE ,Ii11A(6)\ / - \ 0 I MASTE \ WPGFI1 1 0 B,4T1--I 1"1AST,i� \ GREAT ROOM e� 0 ��� 11/8/1-1 NEW PLAN J1^3c PHONE \ m B>�TN .� ,; , , \ } 4 ',''i.1 \ � : I ? _ CEJNGFAN • "�"�''� yr IIII • \ \ I / \ \ \ OPTIONAL 5I-LOWER / " 1/2 USB 1/2 \ +5• _ \ \ II / K'� HOT DUPLEX t , I / o W _ li _ii I UJ.LG. • _ SD- © p4s)S / GF I •• ♦ ill ;_ /-11:1- 6St Z 6 Ci FLOOR ..," It 4sD. 10!I► //DINING - - $ , -- - -- _ $ BRl=a1c - PRE-WIRE / / I \/ ( 1 / ` -- \ ` FOR HANGING\/ / /\ CZ L EI /i ! FLOOR ill ` ;* BREAK _ MOUNT W/ /\ / / ] ,11 �-- I BEISR�OOM 2 CAP / P ` / / KITCHEN I ,,,\\ LA ND 'I' 1 } -'-_''''i, I \ i / \ L 22m :LI!r- I o 1 1 l , - 7 - - - - - \ CT----, \ 1 - 7N / ---. b /0 �� I I i / ! ��� 1/2 +4 ILL--J ; 1 \ / I z OT USB 112X O22 1.472.,.:�___ 1 I 48° $1 DUPLE - 0 ' K a / 1 \ \ F 2 O O �4h PANTRY :','-'::,..4.:,.!:',:i,-'! ,,, ,,,, �- I ►, m / iii,, 41) 111 111 ,ii../ 3 !i! N► ill N►,. I I I N t i':'':','''' /11, --I,, \ \ - #\\) B�,TI-I 2 STOR i•r F / \ ,/ . I.,- i / 1 :��,� \ 1 BEDROOM 3 win ,. a- e Till �� \\\ \ / 1 3' FLOOR --- ra Tom BREAK -_,-4:7'.„-II:::,..".: (112 III J; Il , ;� SD. �'�' i I I CARACE I I \ \ �� ' ' SD. w,,- ©111 -- --- / \ \ • \ k - - ! © ..:„: / \ ( I�J.I.G. �1 // I / �� ��� \ \ 111 i---//--- , / BEDROOM 4 / / \ I // �� »7 11 411:., . : N. . le ' i -1 {�'/y _- C. 1 1 \ { _ . — PLAT200M- UJ.I.G. j a ;; f. '.3.. / ��1 -- .-. I\v Y.F. £, o It .,...�.v - • Q► _— „g ,m, _I .y. -, ,,,,. < POl U1�E ' iiii:' - POi 1-1 - -I y/ WPGcFI \ .. / 1/2 USB 1/2 = • * . I / HOT DUPLEX ,:„: .�i �. L. Ni 111 T / '- . ,..__.7:,,,,:7-:_„i4.,,,,,.,...::„.:___,..L.r.„.,...i. > • UPPER LEVEL ELECTRICAL FLAN 1i4' = 1'-m" MAIN FLOOR ELECTRICAL FLAN i14' = 1'-0' PLAN 2857 REDWOOC AMERICA ELECTJJC4L LEGE\D GARAGE RIGH RECESSED FLUORESCENT S, TWO WAY SWITCH 0= DUPLEX OUTLET FLUSH FLOOR MOUNTED ® RECESSED EXHAUST FAN 3 OUTLET (VERIFY LOC.) VENTED TO THE EXTERIOR RECESSED DIRECTIONALi THREE WAY SWITCH Q- 1/2 SWITCHED-1/2 HOT MAIN LEVEL: 1,138 SQ F FLUORESCENT FIXTURE 4 DUPLEX OUTLET © 110 V. SMOKE DETECTOR - DB►8 DOOR BELL S. FOUR WAY SWITCH HARDWIRE TO HOUSE POWER, UPPER LEVEL: 1,694 SQ F 1/2 U5S-1/2 HOT WALL MOUNTED 1, RECESSED PENDANT DUPLEX OUTLET INTERCONNECTED AND WITH INCANDESCENT P BATTERY BACKUP POWER. -(:} SURFACE MOUNTED W TELEVISION OUTLETCEILING MOUNTED TOTAL: 2,832 SQ if INCANDESCENT DUPLEX OUTLET © 110 V. SMOKE DETECTOR/CARSON 4 TELEPHONE OUTLET CO MONOXIDE DETECTOR GARAE:: 464 SQ F HANGING FIXTURE CE 220V OUTLET INTERCONNECTED AND WITH FRONT COVERED PORCH: 62 SQ 1 GMART SMART PANEL B TTERY BACKUP POWER, REAR COVERED PORCH: Ill SQ 1 � I` ' h /� 1_�G-, I s� PANEL 0 110 V. WALL OUTLET (CFI = INSTALLED WITHIN 15'-0' OF ANY ,I I\YI!/1S(V !I\`14'./} GFI GROUND FAULT INSULATED) BEDROOM. AIR VENT NOTES: EXHAUST ALL VENTS AND FANS DIRECTLY TO THE OUTSIDE VIA METAL DUCTS. INSTALL 90 CFM (MIN.)FANS TO PROVIDE 5 AIR CHANGES PER HOUR IN BATHS CONTAINING TUB AND/OR SHOWER AND IN LAUNDRY PASS THROUGH AIR PENT ROOMS AND BE AUTOMATICALLY CONTROLLED BY A TIMER OR DE-HUMIDISTAT. ALL RECESSED LIGHTS IN INSULATED CEILINGS TO HAVE I.C. LABEL. 50% OF ALL PERMANENTLY INSTALLED INTERIOR AND EXTERIOR LIGHTING FIXTURES ON THE BUILDING SHALL CONTAIN HIGH EFFICIENCY LAMPS (MINIMUM 40 LUMENS PER WATT). PROVIDE ARC-FAULT CIRCUIT INTERRUPTER CIRCUITS TO SERVE ALL . N- — -I SLEEPING AREAS. WHEN AN EXISTING DWELLING UNIT BEDROOM CIRCUIT IS EXTENDED AND THE AFC] CIRCUIT BREAKERS ARE NOT AVAILABLE FOR THE EXISTING PANEL BOARD, THE USE OF AN AFCI \\ I RETURN AIR GRILLE RECEPTACLE INSTALLED IN THE FIRST RECEPTACLE LOCATION ON THE BRANCH CIRCUIT SHALL BE PERMITTED. IONIZATION SMOKE ALARMS SHALL NOT BE LOCATED CLOSER THAN 3' HORIZONTALLY FROM THE NOTE O m o L - l�FOLLOWING: 1 A. THE DOOR TO A KITCHEN STAT THERMOSTAT B. THE DOOR TO A BATHROOM CONTAINING A TUB OR SHOWER T Tt T T L^, C. THE SUPPLY REGISTERS OF A FORCED AIR HEATING OR COOLING SYSTEM, OUTSIDE THE FLOW FROM THOSE REGISTERS. FOR ALL STRUCTURAL INFORMATION REFER TO THE (S) SHEETS m--c-tcp.01 8 - 000 i ) 2 aa s _sw mo. dd ; e. L..„,e_ O\N'.-\..6C)1 1\\I N9 PE E 1: 34'-0" Digitally signed by 1 DAVE c--.:q a ^,n 13 DN:cn=DAVE,0, i aVRO1\1,..) 1 .. u ,....., ou=HORN VA/N WALL 51-IIG PER WALL TYPE '5' • 71-,11 , ,,, NSULTING A • 12, 'Oc5 / / CI!Y 04 1 11:1AR';', („„,--c,ji- ,-1,i ENGINEERS (1.\\ 6 PONYUJALL BELOW email=dave@hornce. "7 11,0 j, NAONN Dun' 1-11,-,:r rlili=c1,),,j co,c=us 131-0" 21'-0" -/'.....,L:....-,-. 1,.: :j..172.,.. .)-7 Date:2018.02.02 / / 12:48:52-0800Expires: 6-30-19 5 3/4" 6 1/4" 12'-6 1/4" \t 20'-5 3/4" / 8 S cap (TE,- 4 ink 4 10 522522 Wl9 52 52. ,,,,.. ,:,„:7.:,-, .1.:• , v." „..,..„ % 1.;;-,-:;„ %':,:t:,,.-..:,, f•,.. ,;.4.in Vak I.'IA 1,Je 14 g ,<14 4 \0, IC01: .,.. ......1 c4 zuj ,„ ....,. ..„..... ..,...,„ „ - DB1 P.T.GL 51/2xI2 < 24"*x 12"NCI( I iii* )LE, I CONC.FIG tu/2-04's .. -i‘Ziailf.:N" 20:7%: : %.-,EAN''M .,::, 2.1! 2 @ t;, t.-P - .,0t-i-, t t 244 x 12"TI-ICK A._. - P.T.f;x6 (DROPPED) P.T.bxe. - -I EA WAY•3"CLR CONC.FIG w/2-04's I EA WAY 6 3"CLR w/EPCM w/EPCM AIIII 441 ri ii 52.2 7-1-1- ,!- !4 ,,,.,-, cji 14 E ';- C tel 2/ 5o •- Tr 0 +., I; 03 ...A. > \ - 1-21 - .. . ,.,. = co *A, tst ,.... pi • ',.) 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INDICATES ROOF OVERFRAMING Z? f't 12"T1-ICK --... 2x SPACED DECK'G `3 52.2 I w4"*x CONC.FIG w/2-M's I riI n T I I EA WAY 6 3"CLR ( 914"FLR TRUSSES PER SUPPLIER -ao 2 I PROVIDE MIK 15"CLR FROM E-.=17 D INDICATES WALL ABOVE FRAMING LEVEL 24"*x 12" INCK 52.2 I I 1-- 1-- 50T.OF JSTS TO GRADE * CONC.FTG w/2-s4's 1 E3. I I 3-2x 6 a 4 COVER ENTIRE AREA w/ 1 I INDICATES WALL 5ELOW FRAMING LEVEL EA WAY e 3"CLR 52.2 52.2 I 6)MIL BLACK POLY VB. NDICATES INTERIOR BEARING WALL 2-2x6 Ir 7WV T1W. 1W. 1 411411 BELOW FRAMING LEVEL 7,1 LSTA15 STRAP - -I n 1 ,, . . cr L ,- AI'2r 742 fr, WIP: ,FLI-.-00-iEF - A )N5T.: El INDICLrr ATES COLUMN A5OVE It's"GLUED 14(3 PLY OR 055 OVER i -1 1- ti-) FLR TRUSSES 6 is.2" O.C.id 16cl • iNDICATES COLUMN BELOW FRAMING LEVEL I I 6x:- "- ...J w cn RING SHANK NAILS :4 le 6" 0.C.EDGES uj 0.- e )-- f- o INDICATES DETAIL REFERENCE 34 4 12"O.G.FIELD APPLIES TO ALL SIMILAR LOCATIONS cn 7 in I CONC.FTG w/3-$4 ..1 s i1C. 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I ii I .- a- in tn CONC.FIG w/3-04's STUD LOCATIONS 4 ANCHOR BOLTS) II 0 II 11 11 II I e EA END OF WALL 24"*244 x 12"T1-ICK ti rj " wilt" H-1°6 EA WAY 0 3" CLR II SEGMENT PER SCHEDULE tu CONC.FIG w/2-Mss t.., -- I , - -<[ SI-1T SO a_, (-5 '.- EA WAY 0 3" CLR I I Z 6x6 <1[ 11 II II z-rn a luta 'T I-- -J a _i in I 2-2x4 ASVb . '' -_. 2-2x6 2-24; 2-2x6 13LW 1 \-7 . io al o I in 11--ni .4 D 6 L. - .... ,... ,.... _ ...., I- P 2 # 11- C 1 03 \ 4 ' EL ,a•\ lar /Mr /2 ' 421 ' „411. ,., / N1 i 0) ,i1 lA _I r - - - Mil - - a 2-2x4 ASV. SIM.521 B "? I 4x6 51_11.1 - ,. -in I I 11 r - 2-2x4 ABV. OFFICE COPY I 4x6 5LW 2A ko-• 52. -4- I SIM. _ 1 ‘% - City of Tigard -103/4" Vir . 12"TI-ICK Apprved Plans ---4- I 0 0 24"41 x 3<- c.. CONC.FIG w/2-*4's ByDateca__G.11 -so c. EA WAY 6 3"CLR 52. 2-2x6 2-2x6 r1i - - _I T "Tx - 1-: 2-2x6 31/2"CONC.SLAB-ON-GRADE GARAGE RIGI-1- - LW 4"COMPACTED ROCK. C. 5'-6 1/4" w/CONTROL JOINTS REVISION .-"T 4x6 BLW SLOPE 125"PER 10 FT.TOLUAR OPENINGS OLINDA'ION i 4r II 24"*x 12"INC< '14IN OOR r 11 I gm lit CONC.FIG w/2-*4's L - j EA WAY 03"CLR 2-2x6 ' R/6,Nvil\IG FLAN 0o ..-., 7‹ -x- 0.. r`i 3-2x6 71- 2-2x4 API-Ir) A . -1.739.41) 451.1.,.r1-1\1\ 2-2x4 J 1 . 7x6-- , . I PHID5A 3-2x6 r ',A se 'I, 4. L.. I I • I A -?./ii 1-• r - - - - -,?- -1 .1- - 3x S:1-.,.,,,‹ ?'4' *10. N• REVISIONS: 10 = sz 52.2 UV 2.2.18 52,1 I -. 31/2" CONC.SLAB-ON-GRADE 24"*x 12"THCK 52.1 Ii? CI w/MIN 4"COMPACTED ROCK CONC.FTG w/2-'4's '4 r - w/CONTROL JOINTS EA WAY 6 3"CLR I 5 I[nil! I • • • • L- 4 1, N- 24"*x 12"THCK Ft-1 DATE: 11.30.11 \ 2-2x6 en . 6x6 / CONC.FIG w/2-44's ,-.., EA WAY e 3"CLR SCALE: 1/4ii ...: 11-011 2'-2 1/4" 0 DRAWN: D.L. --. 52.1 JOE3 NO: LEN-11-119 5'-11" T-I" 2'-9" 16'-3" 2'-0" / 4' / / /r 34'-0" / / sliiill 1 FOLNDATIO\I / MAN FLOOR FRAMI\G FLAN .0 51.1 SCALE: 1/4".41'-0" _ ORIGINAL SHEET SIZE: 24x36 -56-•=.---- _.- ---__- --F--7 ,___.„-- f.._ .:-:;___&!...7:7•47,-.-- ----,---_-_,-,-,____ _ A \ CiINte �i 1/2"MAX. // 1/2"MAX. .51 9PE '• "57_ // - ' T FOUNDATION 9 2x fE - R ON FOUNDATION e 2x IE O 9N 12, dog°' .q1//Q J NCS' L--- Expires: 6-30-19 los DROP FOUNDATION I" a 3x a PER PLS AN REFER TO PLANS FOR I DROP FOUNDATION 1" e 3x IE 3x IE LOCATIONS IF ANY REFER TO PLANS FOR _ 3x fE LOCATIONS IF ANY \✓ 4 / '1, i ,„ 1/2 f. MAX II \,‹ / '''. _ _ ^, ...__moo FOUNDATION e 2x iE FOUNDATION AT 3x PLATE AREAS , �� 2x10 BLK'G `' t " FOUNDATION AT 3x PLATE AREAS11161*'••• 4 ��. SCALE: 3".-1'-0" ` u� -7-1\e— SCALE: 3".-P-0" x ,� 2x6 STUD WALL In. DROP FOUNDATION I" a 3x 1E u 91�a"FLR TRUSSES /\ 2x6 PONY WALL C 0 PER SUPPLIER ® 16" 0.C. / �_I REFER TO PLANS FOR p e l6 D.C. 4:5 n 2x6 BLK'G IN-BETWEEN \ 2x6 STUD WALL 3x E LOCATIONS IF ANY C,,W ) FLR TRUSSES w/ ! 16"O.C. I 1 _ :(3, ®6" 0 2x6 P.T.SOLE fE w! {� Ibd O.G.TO SILL 1 16d's ® 16"O.C.TIP I z i2"�EXPANS.BOLTS U.N.O.ON SHEARWALL 2x6 P.T.IE w/5i8„x10° j 16d's 16”Q.G.TYP.UN.Q.ONI 48"O.G. S S PLAN 4 SCHED I ANCI-ioR BOLTS 4'-0"O.G. 5NEARWALL PLAN 4 SCI-IEDULE I I • - o t WITHIN 1213”0 2"OF ALL I \ • \ . Bar— '-,3 : - G01ER5 4 OPNGS OVER 2x6 CONT.w/l6d 1-*4 CONT.wl 24" °' WALL SHT'G WALL SWIG \ / • 12"Q.C.TO SILL a� j e PER SCI-{ED ON SI-EARWAL PLAN /j -' PER SO-ED HOOKS CORNERS FLOOR SHTG SCALE: 3°•1'-O" U\ EDGE NAIL'G FLOOR SHT'G PER PLAN EDGE NAIL'G '/��`/ �\ '7/ �/ �/ �/ � �/ rte/ �/ � `� INTO SILL IE �� PER PLAN \/\ /\/\j\jj � � �� * .�I�.�� \/ INTO SILL fE `_ j1 \r' s \//\/ / / / /\/\/ /\/\ /N / n 2x6 P.T.fie w/ is xl0 .//�//�/�.//�//:/i. /� /- Di P VALID ONLY LIA-EN ST n-ESE 4 BARS CONT. *4 BARS CONT.® = � L� I WALL SHT'G V ANCHOR BOLTS w! AGGA'PANIED BY A DEVELOPMENT AND LOT SPECIFIC e TOP 4 BOTTOM LI'.7 E WASHERS 4 x3 x3 AS SHOWN LET STMIP AND SIGNATURE BY THE ENSI EER WI WITH PROVIDE 24"NOOKS "��= TQP < BQ7 •�'� -- - �� �� ° 12 SET OF STRUCTURAL CALCULATIONS PREPARED BY \ \ I I PER SCHED / / HORN CONSULTING ENGINEERS LLC A SEALED WITH A +* ALL CORNERS II Nippy PROVIDE 24" NOOKS 4'-0" O.G. 4 WITHIN 12"OF ALL STAMP APF£ARSONTHIS SWEET.CONSTRUCTION t INTERSECTING e ALL CORNERS s -o f 2x6 STUD WALL CORNERS t OPNGS OVER SILL _ _ SHALL BE PEEFOR'ED ONLY WITH A DRA*6 SET n APFRAVED BY THE LOCAL JI SDICTId1 WALLS14111112 INTERSECTING WALLS FLR TRUSSES e 16 O.C. ----" --->() SEAL (UN.O.)ON SI-EARWALL PLAN 0 INT. / --TG G / -"ICOR TRUSSES "�- L CONC.SLAB-ON-GRADE ? /\ CONC.SLAB-ON-GRADE \y PER SUPPLIER EDGE NAILING SCALE: 1"=1'-O" 2x6 STUD WALL e IA/52.1 r e 2.4/52.1 CONC.SLAB SLOPE GRADE SLOPE GRADE PER PLAN FLR TRUSSES 6 O G. .ft(---- `' `� FLR TRUSSES SESE AWAY FROM STRUCTURE \/ _ AWAY FROM STRUCTU� \F.G\-/. _ �- *4 BARS CONI.� 18"O_C_ `� - - PER SUPPLIER MIN 1-TOP t BOTTOM \ I 16d e 6"O.G.TO SILL i 2x6 P.T.IE w1 Sia°x10" PROVIDE 24"NOOKS$ALL I? „ ` 16d s }6 Off.TYPP.T.PLYWQOD FURRING A5 \ ANCHOR BOLTS 4'-0"0.0. CORNERS 4 INTERSECTING WALLS \`� \ /. /\ NEEDED TO MATCH FADE ALTERNATE BEND \/\\\�\\' ' \\` 4 WITHIN 12"OF ALL `� CI - - - UNO.ON SI IEARUTALL 2x6 P.T.a w!5u8"x10" ALTERNATE BEND \/ r " „ , `V / i\ \%\%\%�%\` 1- PLAN t SCI-ED ANCHOR 30LTS 4'-0"O.G. STEM WALL wt Sd e 6 O.G. *4 VERT a 48 O.G.MAX �, • \/\, CORNERS <OPNGS OVER /\. / / / / „ '4 VERT 48" z �\�\\\' \\\\ co z \\ \ \\ \\ ' SILL SEAL(UN.O.) *4 VERT a 48"O.G.MAX\ - f\ \\\•\\ /\ ,'\\\\\ \•\\.>/\/\\\/\\ d WITHIN 17 OF ALL O.C.MAX /\///�/ / / /// :•, z \ \ >j\ > /\/ \/. /. CORNERS E OPNGS OVER \/\, \/\. ON SHEARWALL PLAN w!ALTERNATE BEND /\ \ - \ \ y /\• WALL SHT'G N\ •'•e•�"•? ?•1 VAPOR BARRIER to �\ ? ar ; ` \\ ,\\ SILL SEAL IUN.OJ 3"MIN.PVC /\,,,Iv ' 1 EDGES LAPPED / /� "t"': z /< / /, PER SCHED ON SHEARWALL PLAN PERIMETER FND DRAIN '\� . f* ! 12"MIN.EXTEND UP 3 MIN.PVC \/-? 1 a " to \ \ " �\ \ �� ;t . VAPOR BARRIER EDGES � �` \ (ONLY IF REQ'D BY \--Ariel STEMWALL 12"MIN. PERIMETER IND DRAIN '`<. fs LAPPED 12"MIN. 3 MIN.PVC Zo •/// /• / EDGE NAIL'G FLOOR SHT'G �\ s csJ \\ ? 't PERIMETER FND DRAIN \\�\\� y UNTO SILL fE PER PLAN GE07EGN TYP) •� / -1.4- * . _ (ONLY IF REQ'D BY / ' - . _ EXTEND UP STEMWALL 12 MIN. /\ ; to >in � \/ y � x , GEOTECH TIP) //g~„.. :_ (ONLY IF REDID BY �� /.z, :'«`�' :`«•s.'.•� \ �:�' °'�s GEOtEGH tYP) � �/ / / / - (2) 4 BARS GOVT. (Y /\/`\/ \/►,//,/i�/�� / /�/\/\/ti //��//��//i/ / //\ IY //\/�/ // ,\\/ //�/i�/� i //\//�//�//�//�//�//�\// // // I `� \/\\�\�`y < :"." 111 .te PROVIDE 24"HOOKS U /�\�/\\�f //` //. /, /.. ./i�/% u i\/ / /� /� � / / %\-/\//\' `/ \ \ / Illr1 , •�� Illi. O 4 BAR CONT. \��\/ ,,,,/,,x4-\\,,,,\,s\ `moi ALL CORNERS # - (2)"4 BARS CONT. PROVIDE 24"HOOKS ®ALL INTERSECTING / PROVIDE 24"NOOKS `^ CORNERS 4 INTERSECTING U WALLS „ EXGYT'D OR FILL GRADE e ALL CORNERS t WALLS / � / 611 / " / ill 1111 6 ii INTERSECTING WALLS " 6„ ,f EXCVT'D OR FILL GRADE L EXCVT'D OR FILL GRADE *4 BARS CONT. CO 011) - e TOP 4 BOTTOM II 7- *-ND e 2 STORE' STRI,C�I,RE / PERF J5-5 -\D e 2 STORY STRLC'LRE I,/ PARALLEL J5-5 TYP 'ND GARAGE PROVIDE 6ALL 24"HOOKS - FLR TRUSSES 0 0 0 0e ALL CORNERS PER SUPPLIER ��1t - SCALE: I":I'-O" SCALE: I"•1'-O" SCALE: 1":1'-0" 4 INTERSECTING `�-�' 1111 NOTE: NOTE: ENGINEERED CONC. WALL REQ. IF BACKFILL ENGINEERED CONC. WALL REQ. IF EACKFILL An___ WALLS P.T.PLYWOOD FURRING ASII AGAINST WALL EXCEEDS 48" IN NEIGNT AGAINST WALL EXCEEDS 4511 IN NEIL+-IT NEEDED TO MATCH FACE OF 0 II II POST PER PLAN ALTERNATE BEND > to STEM WALL w/8d a 6"O.C. M • *4 VERT e 48" `p il u II II II I O.C.MAX J • �� VAPOR BARRIER II II I '. EDGES LAPPED c 7 11 <CE 1, 1 i END POSTS e SHEARWALLS FLR SHT'G 12"MIN.EXTEND UP PER PLAN 4 SHEARWALL PER PLAN `_ \ STEMWALL 12"MIN. SCHEDULE. � 11 11 PROVIDE WALL SHT'G EDGE - - _ - / \ `/ I - II NAIL'G FOR FULL HT OF EA STUD ,:-N > \ It l 1/2"APA RATED / (2)*4 BARS CONT. U �` SHEATHING . \ DOUBLE 2x TOP PL. • • < DOUBLE 2x TOP PL. . I-MP34 e EA FACE TO . • • • PROVIDE Z4"HOOKS { X >�� SOLE IE ABOVE ALL CORNERS 4 6• 4y. EXCVT'D OR FILL GRADE • • • • INTERSECTING• / / • • WALLS I o HOLDOWN • • '314"FLR TRUSSES FULL I I /� SEE SCHEDULE 8d NAILS e 3"Q.G. Sd NAILS e 3"O.C. PER SUPPLIER 110 INTPRIOR FULL -;_ICS—I STEM I.LALL STAGG'D PLYWD STAGG'D PLYWD \ '� NAILHDR G TO TOP fE 4 .--_ /\ HDRNAIL'G TO TOP tE 4 POST w/PA BASE SCALE: 1".1'-0" it '1. ► .106 • • • • ' w/112525D ANCHOR 11 II • • • ALIGN w/POST ABOVE II _ II • 2-MSTC40 . •' •• . . , STRAPS e II II II II • ti• EA FACE OF WALL • .. • `. • • •. ..———.——. .-— --MSTC4o STRAP e EA 1_ i ANCHOR BOLTS II II \ • • /\ • - , - \ /\ . . •' ' ' '•• •• •• •' ' ' ' •• ' ' FACE OF WALL VAPOR BARRIER PER PLAN 4 >1 II • ' . • PER DESIGNER Si-EARL/ALL L L • • • SCHEDULE -HDR PER PLAN - HDR PER PLAN DBL FULL DEPTH2x BLOCKG e STRAPS �\ / FTG PER PLAN EXTEND TO END PIERS EXTEND TO END PIERS • • • /RUN FULL LENGTH , • • /RUN FULL LENGTH 1 - *4 BAR OF WALL,TYPICALOF WALL,TYPICAL '<//1k///////'//'//',//'//'//',//',//'//'//"//'\\' /-//,\K- G A RAG R i G -r DBL 2x CONCRETE FOUNDATION DETAILS PROVIDE BLK'G PROVIDE BLK'G I WALL SHT'G �- e SHT'G BREAK, 7YP WALL SNT'G >. e 5HTG BREAK, TYP POS / FTG e POST AEE PER SCHED CO POSTSEND LS O IF. I-fOLDORUIN PER SGHED \/ \/ PER PLAN4 SI-EARWALL SCALE: I":1'-0" 2 \ 2 \ SCHEDULE. PROVIDE WALL SHT'G EDGE ALL USP HOEDOWN PER HDLDDUN PER FLR SHT'G NAIL'G FOR FULL Ht OF EA STUD HARDWARE SHALL t3 SCHEDULE p SCHEDULE PER PLAN BE GALVANIZED es es W W \./ ► -At- z= z= SOLID BLK'G BLW POST PER PLAN > =ti � '- _ � ALL WALLS ABY. w/PA66 BASE PORCH SLAB o W Q "`111 (o o ( HOLDOUN STUDS w o o HOEDOWN STUDS PER LOCATE CRAWL HOEDOWN REVISIONS. I-CAST-IN-PLACE E PER SCHEDULE v SCI,ED ACCESS TR! ,� �Z SEESCHEDULE 2.2.18• 11124 x 10"A.B. COMPACTED -1 ONLY U IERE NDGRANULAR FILL 3 "4 NORiZ. P.T.7xOR 3xfEw/ 3 '4 HORIZP.T.ZxOR3xIEw/ BEARINGWALLFLOOR5NT'G\ TOP <BOT i'i. P i�l1AB`sPERSCHEDULE TOP { BOt y Ep An V AB's PER SCHEDULE ABOVE BEARS ON /\ MATC;H POSTfPERPLAN11.111111 .ill\ \ i \/ \ \ \ I I 1 I \ \ \ I I I I CRIPPLE WALL ABY.t0 FND Itiltit ����11 I I I "4 HORIZLs_ .a 12"O.C. „ I I I 1 '4 HORIZ e 12"O.C. CONT.DBL. \ r� ,. _ __.__ • • I I 1 I w/2 BARS e TOP • • I r i f w/2 BARS • TOP 2x TOP IE /\ ■ 1 ■ till i .y 1! �,:�'i1J`14W 1iV*04-'+✓'yid'. W (K I�I�I�1g.4 141,;1g1 I �IgIg1 1`v�1�1�1�1 1�1 w I I I I I OF WALL AS w 1 I I I OF WALL AS IIII 1 x= i =- • = "=X=�`• =x` �_ I I I I SHOWN ° --�_____ 1 I I SHOWN HDR PER PLAN DATE 11.30.1 Y/ // /j\\/j\\//•/ �/ �'/ /\/\\/j��/i //:///.//i ?O in \� �J I 2`a' ``-' I LTJ NO HEADER MID IF• ,\/\/\/\/\/\/ /\\ \\ \\�\/ al rz I ut 1 JSTS ABOVE LINE UP = ► 2x OR 3x SILL PER / // / \ 11�\// //\� o • • • ,J LZ o •• •• •• _ WITHIN 311 OF STUDS BLW 1 .� PONY WALL- \��\�� t\`�\��! o J �- o � • = IF READ gV I I PLAN SCALE: 111 _ 11-0" Zo '� / \ z_ THREADED ROD DRAWN: D.L. / 1-"4 VERT x L \ (2)- '4 DOWELS \ (2)- *4 DOWELS 2x TRIMMER "'` D 111111!11 _i f Yt, _ 15" p� FROM FOOTING if 15" �[Y'' ' FROM FOOTING 4 KING STUD . •T I ' I 1 .f\\� \ \\ \ \ /,y/\j \ CONT.FTG / / ' l » ,I BOLT SPLICE JOB NO: LEN-1-I-1-i9 2'-O" � i � SLEEVE NUT e T!! \ \/`/ //\// i s 1g \/j\\/ ✓\\/\ LU N2(MAX) _ LU H2(MAX) PER PLAN \ 1 1 / / / 16" 56" 1611 56" II II i - �/ // \\ /./ 18" 63" �-- 18" 63" VAPOR BARRIER ANCHOR BOLTS I I 117\ ANCHOR BOLT CZ 21" "12" PER PLAN t PER SGHED \/\ \/\/\'\ \ \ 21" l2" EDGES LAPPED SHEAr`LAN 4 *4 BAR I� v \/i�, ,//.//\//,/i\/�\�\ 24" 84" 24'F 84" 12"MIN.EXTEND UP 6"� J 28" 9811 / • 2811 98" STEMWALL 12"MIN. /\�/\y//'/�T�/�/-,/\�/••////'/\// SCHEDULE G 1�ER PLAN I I � 32" 112" I W 32" nZ" %�//��//i\\/j\/\\�\///j1.``\\\/\\�/\�j\///\///\/� CONCRETE FOUNDATION �� / .f / / / / �� _ o . QFRONT PORCHPOST / FTG GARAGE ,INC FRAMING CLOS, I-IEADER) GARAGE LING 1=RAMI\G (RAISED 1-4-ADF.R) CRA, ACCESS OPENING "_'- " TYF' OLDOIN / F'ON ' WALL SCALE: 1" -0"O Q SCALE: I".1-0" SCALE: 1":1'-0" all SCA : I0 �11 SCALE: 1".I'-O" ORIGINAL SHEET SIZE: 24x36 1 2x6 STUD WALL i 2x6 STUD WALL ��Q. D tiPRO,ce, • 16"O.C. WALL 51-MG * 16 O.G. \*\j{ S> 2x6 SOLE TE w/I6d PER SGHEp 22xx6RSOLED w/I6d \'`5j 9PE Is•PER SCHED , / - - 'WALL 5HT'G )1 / PER SCHED 1 FLOOR 51-MG f FLOOR 51-MG i � OREGON \/ PER PLAN _U PER PLAN N �� =tel \./ >1=� \-' 04 . 1J, Nd�'� EDGE NAIL'G , FULL DEPTH 2x BLK• 'G IN-BETWEEN EDGE NAIL'G �' >1 i�= X, \ � 1'� - FLR TRUSSES wJ I6d*6'"O.C.TO /\ IlirDBL TOP fE WALL 51-MG1 ALL USP Expires: 6-30-19 WALL SHT'G ) PER SOWED �'i FLR TRUSSES HARDWARE SHALL PER SOWED PER SUPPLIER BE GALVANIZED • 2x6 P.T.tE w/54"x10" _I_ j� >� ,; 2x6 P.r.fE w/5/8"x10" /\ ANCHOR BOLTS 4'-Q"D.G. 1f ANCHOR BOLTS 4'-0"Q.C. CORNERS 4 OF'NGS OVER 4 WITHIN 12 OF ALL *48 2x4 FLAT BLK`G FASTENERS PER t WITHIN 12"OF ALL FLR TRUSSES ! �,O.G. � CORNERS t OPNGS OVER PER SUPPLIER \, —�— e' SILL SEAL IUNDa \ N SILL SEAL(UN.O.) MANUFACTURER N. °u I ON SHEARWALL PLAN � 2x6 CONT. P.T.6x6 } SPECS .. a • ON SI-EARWALL PLAN i -2x6 CONT. DBL TOP 1E POST PER PLAN •y A u A/ DBL TOP 1E A r ' EDGE NAIL'G >1.- ------:: n EDGE NAIL`G > .-� \ PA EXPANSION STYLE g a \ ` \ / ` \ II . \ A Q POST BASE A. (4"EMBED) m ? I I i- SLOPE GRADE SLOPE GRADE II �4 BARS CONT. AWAY FROM STRUCTURE z II 4 EARS CONT. ,!`/ j/\f// / —FINISHED 4 ' '41=,---- t t AWAY FROM STRUCTURE r ii \ • TOP 4 BOTTOM 11 • TDP t BOTTOM ��`, p \ ap L PROVIDE 24"HOOKS Co L PROVIDE 24"HOOKS GRADE-VERIFY , v •ALL CORNERS •ALL CORNERS i _ ,.1:0;f•:.. + \ , !\\/\\' \\i t INTERSECTING NOTE FRAMING SHALL BE ASALL CRIPPLE WALLS FOLLOWS: 0<1-16'-0" FLOOR �` \�\ /, \'/ / INTERSECTING NDS: FRAMING SHALL BE ACRIPPLE WALLS S FOLLOWSELOW : FLODR n► ¢\ ri\///�//r`//// / , / //\///\///�// _ � tin. WALLS „ �. \/\/ ALL 0<HS6' O" 1x6 DF OR HF'2 • 16"O.G. 3o G�' /\ \\\\it rrir\\\/ w \ \ " \/ /�/� NOTIFY HCE IF WALL HEIGHTS EXCEED 6'-0" �/ </Of •1+'/\ m �� \/\ 0<H6-0 2x6 DF OR HF"2 * 16 O.C. \ \ \ • \ \/ /\/�/ NOTIFY 1-ICE IF WALL HEIGHTS EXCEED 6-0 / / GONG.FTG r .�. �.� , / // • / / * ALTERNATE BEND 2 /\ SEE PLAN FOR / �•i_ • t\\' z /\, ALTERNATE SEND _ z \ \. :+� E \/.r lik to % ' *4 VERT e 48" 3„t'fIN PVC E /�? ? h .�;4 a*1c'�'` • 114 VERT•48" `/ \ ,\�'� ;:•/\// ? 03 rn 3 MIN PVC / / _ \4► e e s -�� 0.0.MAX / \• ••••.%\ \ ZQ K 110° erg M O.C.MAX \_ *-• \ FIG SIZES r _ PERIMETER FND DRAIN c° \ -.1-.* ! PERIMETER FND DRAIN /\,- * •J 1 \\/ /\ • \� i (ONLY IF REQ'D BY /-_ty. ! -4� _ \:!t :Y!:\\/� u� (ONLY IF REQ'D BY / _• . \ «� •.�• �:• /\ z- ?. GEOTECH TYP) _;�-?� STEP FTG AS GE07ECH TYPJ ?, / _ STEP FTG A5 / •-r, ! �! \� - 4 o 0 -�� - .4 x 24" •FTG BARS /\ \\ .1611 \ N ,. REQDPER 3/522 r\ '► REQ'DPER3 /522 /\ v ' e r r r r \r�r�i i i ./ r r i r i ` ///// // // //i/i//i�//�/ / '*T rY r / rnr \ r \i r \i \i\ \� \� \� \, \� \, \, \, \, \ \f\ \ \ \ \ \ \ \ \ \ \ \ \ 24", \ /\/\ /\ /l\//\ _,1S4441 (2)'4 BARS CONT. �\/\ \\', % /\/\,\/\//\// //��/i\�/i�\/\\/;�//%//%\//\ REFER TO 1 J 52.1 (2) 4 BARS CONT. rY\//\//\% /./�fi,/\/\rr /i�//�//�f/ /, /.. f/ //i i REFER TO z J 51.1 OC \/ ; !' \ \/\/ PROVIDE 24" HOOKS U \� FOR ITEMS NOT NOTED PROVIDE�RN5 o FOR ITEMS NOT NOTED v NOTE: CENTER POST ON FIG.\ \/\/! * ALL CORNERS 4 = 12" �, INTERSECTING INTERSECTING - PLACE ON FIRM WALLS 4" �„ mi: " " / / UNDISTURBED SAIL ir / / WALLS / 4)61: / / ' / DiSCLdFER TEE SIGNATURE AND StAhP FOR t1fSE S1RICBRAL Mat*ARE VALID CN✓LY Wed (/�J ACCOMPANIED BY A DEVELOPMENT AND LOT SPECIFIC ,,./ I T ILEI ST MP Al SIG ATURE A.Y THE PREPARED O Y 0 FOUNDATION / PONY WALL / FERE. FLR TRUSSES FOUNDATIO\ / 'O\i ,,,ALL / 'ARALLEL FLR TRUSSES FOOTING DETAIL tHORN D WEA STAMP APPEARS CN tuffs sit,CONSTRICTION SCALE: 1":1'-0" © SCALE: 1":I'-0" 0 SCALE: i" : I'-O" 0 SCALE:N.T.S. ASHALI BE PPROVES) OOCAL SDICTIw�LURY�SET \ I I ti 1 I FLR SHT'G - I 1 PER PLAN ; !--- \/ r 2x6 BRACE i I © PER5/522 , / 1 m l U I REFER TO I/52.1 11\ 1•I I•I I•I 1• - 11/ — FOR ITEMS NOT NOTED \ \ /\ I.1 1.1 I.I I. W �► 2x10 BLKG 1 \ U 3ja"PLY OR OSB GUSSET *BRG WALL r 1• •1 1.1 1.1 r ABOVE I .I i.I !.I w/3-8d •BM t •POST OR -4 I• --� II BC4 OR C44 CAP IE E cal,"FLR TRUSSES— I p a PER SUPPLIER —'r— •I ALL USP I HARDWARE SHALL ALL USP HARDWARE SHALL r>� _1 SE GALVANIZED FLASHING SE GALVANIZED FLASHING _ i 0 1 I► Ii • ��� REFER TDI/522 z REFER TO 2 /S22 U 2x6 CONT.BRACE X f FOR ITEMS NOT NOTED FOR ITEMS NOT NOTED \ w/2-I6d * EA STUD I r 2x SPACED 2x SPACED 11• �` r I•I DECK'G DECK'G a- IIIA • • LAP BRACES ON 1 I 0 w w 11 O STUD AS REQ'D 1.1 1/8" 114"GAP ' _4-- n Ill t -,-1-- /\ .N • m I ,r - ' _l -- - - � • •I 1 � •I BM PER PLAN < - v— 1 1• `" i I - \ a - IR PI 2x10 �\ • < POST PER PLAN m ��, 2x6 HF*2 STUDS = r 1! i.-.,_ 2x6 P.T.SOLE IE w/ * 16"O.G. •I ► ' DECK JSTS \ ><' n /\\/\\/,\'/, • - PROVIDE 3-PLY BLDG Q 1 f— 6"O.C.I , �\ /� \/ % m EXPANS.BOLTS _L L_ -•-- r\ C�11 \ �/\ PAPER BETWEEN POST o • 48"O.C. \ _ • CZ \\ „,./ /\\/\\/ t FIG,i YP. o P.T.2x10 P.T.2x10 LEDGER w/ �• 'Ji�y?'r?•f? v 1-*4 CONT.w/24"Co CL 1 " i "" />`,/1 . �\? y4i " / :a� :� :3 HOOKS • CORNERS DECK T Z-W5 is x 4'2 -► * 16"O.C,w/ SCREWS *EA STUD *1‘ j • .�\ ._ cn 2x6 DIAG.BRACE JL210 HNGRS \ \ Ar r r �r r •/ r � r r r '/\\T*-; ! / / / � � \ 1�/�\//\ �/�\/��/ AS SHOWN / , \/\\i\\j\\j\\j\\j\\j\�j/�,`/ \\' wJ 2-16d *EA STUD P.1.2x10 LEDGER wJ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ % A/A/A/�./�,/i 41-16d•P.T.SILL (3)W51/4"x 4 I/2"WOOD //�\s\�%\//%//%//\/\/\//\/�\//\/ice/i�/i�/i�/j;//A A / I BRACE IN EA DIRECTION SCREWS a 16"o.c. / / PER WALL LINE /EA STUD QGRAIL SPACE POST / 1:3E,41 POSITIVE CO\N. \ I\T. / FTG / FLOOR TRESSES 0 RACIN STUD LLALL0 DECK LEDGER e .BALL Q DECK LEDGER e �U,4L= SCALE: 1":I'-0" \,._/ SCALE: 1".1'-0" SCALE: 1".V-0" SCALE: 1".1'-0" SCALE: 1".1'-0" CEDAR 2x4 CAP w/ CEDAR 2x4 CAP w/ GARAGE RIG—T 2-I6d • 12"D.G. 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FLOOR --,i DESIGN CRITERIA Fl= HANGER CALLOUT i ALL BEAMS AND CONNECTORS PER ENGINEER , ___J r i , 1 1 - _____ 1 I 1 LATERAL BRACING REQUIRED BY LENNAR LIVE LOAD L/480 N= SUPPORTING POST FLOOR DESIGNED TO MEET OR EXCEED SINGLEHH 1 I i , OPTION#1 TOTAL LOAD L1360 I1 , ATTACH 2x6 STRONGOACK"TO I i , R = RIMBOARD L/480 DEFLECTION CRITERIA _ TOP CORD BEARING H l H 1 I " VERTICAL WEB WITH(3)-10d NAILS FLOOR LOADING REFER TO STRUCTURAL PLAN FOR , . -- - • - , , ,,,r,___ __-,_-_,-_-_ _________„_______._.__-_ _-_=__=______,, , i ! -F -•••••••- :•-•- •"•-:=7_•--.--.....,. !1_, -•.4- 4:1_ ,--7.••,===•-•:= -- -1.:7-;:t..*17 --1;.--..-•- ---•is :I ' 1 LIVE LOAD 40 f-----,------------- . ; I ; 1 i - I ; ,1-i-e,_ ---1 BK = JOIST BLOCKING ADDITIONAL BLOCKING REQUIREMENTS. 1, , H , , , n , , JOIST WITH RIBBON I 1 -1 OPTION#2 DEAD LOAD 15 - ADDL. MATERIAL CONSIDERED IN LIST. . ATTACH 2x6"STRONGBACK"TO I I VERTICAL WEB WITH(3)-10d NAILS ROOF LOADING FO = O.W. JOIST CALLOUT FOUNDATION WALL WITH ADDITIONAL POST OR PONYWALL FOR ADDITIONAL I i JOIST SUPPORT WHEN NEEDED I [ B = BEAM CALLOUT ___ _ _ SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. ! I ' ' ; I LIVE LOAD 25 I_ , i LOCATE 2X6"STRONGBACKS"EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS — __ I LI . , , __________ ______ _ __ ___ _ _ ______. _ ._ _ . DEAD LOAD 17 -- -- --- ----- -- __ -------- . - -- -- . - • 51 l/ '. / r- I R ON A �� O12, �„ D J. 110� Expires: 6-30-19 y r e t7t ~-1 t!G u r STRUCTURAL NOTES 1 .., 0 .,m; e / \ . 0 CODE: 2015 IB.C. 4 2015 k.RC.W!STATE AMENDMENTS '•r S. NOLDO�JN SCHEDULE a DESIGN LOADS: -13 DEAD LOAD - AS REQUIRED MARK HOLDOUN BOUNDARY ANCHOR ANCHOR LIVE SNOW Low - 25 NUMBER STUDS THCKN SLAB(6) EXT.STEM WALL(6) en SEISMIC - DI SEISMIC DESIGN CATEGORY PER IRC. - NO HOEDOWN REQ'DK 2 - WIND: - ASCE 1 135mph 3-SEG GUST EXP.B to 501E BEARING - 1500 PSF ASSUMED C CS I. PHD2A (2)2x 5TBI6 STB20 03 EARTHWORK: 0 to_ 1. EXCAVATE TO LINES 4 LEVELS SHOWN ON DRAWINGS. ALL FOOTINGS TO BEARki co 8s 2. PI-104A (2)2x STBI6 STB20 �.' c ON FIRM UNDISTURBED NATIVE SANDS E o CONCRETE: 3. PHDSA (212x 5TB24 51824 „ 0 to 1. REFERENCE SPECIFICATION - ACI 301.PLANT MIX PER ASTM C94. - al 2. STRENGTH: 4. PHDS (3)2x 51334 STB34 A. GROUND FLOOR SLAB - 3,000 PSI AT 28 DAYS B. FOOTINGS,WALLS 2,500 PSI e 28 DAYS 5. UPHDS (I)6x N/A 3. REINFORCING - ASTM A615,GRADE 60. LAP BARS AS SHOWN ON PLAN WITH MIN.LAP OF 44 BAR DIAMETERS.PROVIDE 24"HOOKS AT COMERS. 5TB34 UPHDB DISCLAIM tiff SIGNATURE AND STAMP FOR REBS 4. BOLTS: . STRUCTURAL PRAIIRMMS ARE VALID OW.T WEN A ANCHOR BOLTS - ASTM 4301 S. 7DXI4 (1)6x N/A S51x30 acconPANED BY a DEvEt.oPrENr AND Lm BPECFtc CALO B. EXPANSION BOLTS -HILTI KWIK-BOLT-TZ. SPECIAL INSPECTION REQUIRED. BET of STRUCTURAL ONES S LLC X)SEALE 6Y i�caxs<tra�ErYaiNFERB LLC AND REAL®Uhl a VET STAMP AND SIGNATURE ST RE lard E'fR WiCBE C. ADHESIVE ANCHORS -CIA-GEL 1000-C. 1. MSTC28 (2)2x N/A N/A STAMP APPEARS ON NIS MEET.CONBTRUCTIGN SHALL BE PERFORMED ONLY RIS a DRUM ect SPECIAL INSPECTION REQUIRED. IRIB APPFYYv£D 8Y RE LOCAL JDIOTIOhI 5. COVER- AS FOLLOWS UNLESS SHOWN OTHERWISE ON PLANS. 8. MSTC40 (2)2x N/A N/A A. CONCRETE PLACED AGAINST EARTH -3" B. FORMED CONCRETE AGAINST EARN - 2". S. MSTC66 (2)2x N/A N/A C. SECOND FLOOR SLAB - c - 6. FINISH - PER ARCHITECT NOTES: 1. SUBMITTALS: (4 COPIES) A.MIX DESIGNS PER IBC 1903 1.INSTALL ALL HOLDOWNS PER MANUFACTURER SPECIFICATION PER USP 5411-1 EDITION CATALOG. • B.REINFORCING 51-1OP DRAWINGS 2.MATCH STUDS ON SCHEDULE FOR WALLS BELOW ON ALL WALL TO WALL HOLDOWNS. CARPENTRY: 3.(2)2x OR(3)2x STUDS NAILED TOGETHER WIN(2)ROWS OF 160 a 3"O.C.STAGGERED. 1. REFERENCE SPECIFICATION - IBC CHAPTER 23. 2. LUMBER- DOUGLAS FIR WITH MOISTURE CONTENT PER SPECIFICATION. ALL 4.REFER TO SHEARWALL SCHEDULE AND TYPICAL SHEARWALL DETAILS FOR WALL IN CONTACT WITH CONCRETE TO BE PRESSURE PRESERVATIVE TREATED. - GRADE AS FOLLOWS. A. POSTS AND BEAMS 6X AND GREATER -DF.NO 1. LOCATIONS AND CONFIGURATIONS. B. POSTS AND BEAMS 4X SMALLER - DF. NO 2 OR BETTER. 5.REFER USP CATALOGS FOR MINIMUM EMBED OF ANCHORS INTO CONCRETE. C. STUDS - D.F.STUD GRADE OR BETTER D. PLATES 4 SILLS - DF NO.2 P.T.AT CONCRETE SLAB. 6.USE SSTBL MODELS e 3x SILL LOCATIONS. �® - KILN DRIED D.F.STANDARD TYPICAL \ I ll 3. SHEATHING - PLYWOOD,ORIENTED STRANDBOARD OR APPROVED EQUAL. ,, 'N A ROOF 4 WALL SHEATHING - APA 24/0. THICKNESS 4 NAILING PER PLAN. 1 /� 1 B. FLOOR SHEATHING - APA - 48/24. THICKNESS AND NAILING PER PLAN. 51-4E4R WALL SCHE ULE(I-I3) 0 _ 4. PLYWOOD WEB JOISTS- TRUS JOIST TJ1 SERIES OR APPROVED EQUAL. MARK REF NOTES: (I,9) Note: (2) EDGE NAIL'G FIELD NAIL'G SILL TO CONCRETE SILL TO WOOD SHEAR TRANSFER II BRIDGING. BLOCKING 4 ERECTION BRACING PER MANUFACTURER'S SHEATHING NAIL SIZE SPACING SPACING CONNECTION.NOTE: (3) CONNECTION.Note(1) CLIPS(8) Ii RECOMMENDATION. l 5. GLUE LAMINATED BEAMS- DOUGLAS FIR,COMBINATION 24F-V4,FABRICATED WITH 543"DIA.AB.*48" 0/C A �b 05B(U SfpE l6) gC{ Sn iZn ISD a 6°0/C MPA! e 24"0/C WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. 0 6. P.T.GLUE LAMINATED BEAMS - MS 24F-V5MI /5P,FABRICATED WITHB }� OSB(1)SIDE(6) 8d 4" 12" 5%"DIA.AB.a 36" 0/C(12) 16D e 4" 0/C MPAI + 18" O/C WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. ° 1 II it ki 1. GLUE LAMINATED COLUMNS - DOUGLAS FIR,COMBINATION 24F-Y8,FABRICATED C "055(I)SIDE(56) ad 3" 12" 5/$"DIA AB.e 30" 0/C(12) ISP e 3"0/C MPAI e 12"0/C WITH WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. a Of 8, PARALLAM BEAMS - 2.0 E BY TRUS JOIST. 5i n D X"055(1)SIDE(5,6) 8d 2" 12" e DIA AB.a 12 0/C(12) I6D a 2"0/C MPAI e 10"0/C li I (l II II 0 II S. TIMBERSTRAND BEAMS - 3-1/2",15E BY TRUS JOIST �-�l 10. TIMBERSTRAND BLOCKING - LSL 1-3/4"BY TRIS JOIST. 5%"DIA.AB. a 9" 0/C(12) ''� Il. CONNECTIONS - USP,GALVANIZED. E "055(2)SIDES(4,5ka) ad 4" STAGGERED 12" 16D a 2"0/C MPAI e 1"0/C 12. FRAMING - PER INDUSTRY 4 CODE STANDARDS FOR ALL DETAILS NOT SHOWN. II REFER TO IBC SECTIONS 2324,2325 AND 2326. F 3k"055(2)SIDES(4,5,6) 8d 3" STAGGERED 12" 5'a"DIA AB.e 11/2" 0/C(12) ISD e 3"O/C(2)ROWS MPAI e 5"0/C 13. NAILING - USE COMMON TYPE NAILS. MINIMUM NAILING PER IBC STAGGERED II u U TABLE NO.23-1-Q UNLESS NOTED OTHERWISE ON PLANS. %."DIA AS.e 5"0/C(12) 16D a 2"0/C(2)R01115 HGAIOKT e 1"0/C II . G "055(2)SIDES(4,5,6) 8d 2"STAGGERED 12" STAGGERED COMMON WIRE PNEUMATIC MINIMUM NAIL NAIL 5ie"DIA.AB.a IS"0/C(12) NAIL NAIL DIAMETER LENGTH APPLICATION H 3(6" OSB(1)SIDE(6) Sd 4" 12" 16D e 4 0/C MPAI e 18 0/C CNll 30D COMMON 0201"0 P-NAIL 4-1/2" 3X DECKING „ 543"DIA.A.B.0 15"0/C(12) Ibp e 3"0/C n J )(a 055(I)SIDE (5,6) Sd 3 12" MPAI e 12 0/C 40D COMMON 0225"0 P-NAIL 5" 4X DECKING -- 20D COMMON 0.192"0 P-NAIL 4" FRAMING NOTES: ISD COMMON 0.1524,P-NAIL 3-1/2" FRAMING 1) C-D,D-C SHEATHING,PLYWOOD PANEL SIDING AND OTHER GRADES COVERED IN P51-95. ALL WALL CONSTRUCTION TO CONFORM TO I.B.G. IOD COMMON 0.1404 P-NA1L 3" FRAMING N/A 0.1484 P-NAIL 2-3/0" FLR SHEATHING TABLE 2305.4.1. 80 COMMON 0.131"0 P-NAIL 2-112" ROOF SHEATHING 2) USE COMMON WIRE NAILS FOR ALL WOOD SHEATHING AND COOLER NAILS FOR GYPBOARD SHEATHING. N/A 0.162"0 P-NAIL 3-1/2" STRAPS 3) A.B.MINIMUM 1"EMBED INTO CONCRETE. 3"X3"Xhi4" PLATE WASHERS REQ'D AT ALL SHEAR WALL AB.'5. N/A a MASA ANCHORS. 14. DRYING - PRIOR TO INSTALLATION OF GYPSUM WALL BOARD,DRY COMPLETED 4) PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3X OR THICKER AND NAILS ON EACH SIDE • TO A MAXIMUM MOISTURE CONTENT OF 15%. SHALL BE STAGGERED. B. SUBMITTALS - SHOP DRAWINGS,4 COPIES. 5) 3X OR DBL 2X FRAMING AT ALL ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. 16. PREFABRICATED WOOD TRUSSES: A REFERENCE STANDARD - ANSI/T1°1 1. 6) ALL EDGES BLOCKED. B. PERFORMANCE REQUIREMENTS - PROVIDE WOOD TRUSSES DESIGNED AND FABRICATED TO SUPPORT THE LOADS SHOWN WITH A TOTAL 1) COMMON WIRE NAILS.GARAG1-.- RIG ' LOAD DEFLECTION LESS THAN L/360. 0) CLIP TO BE ATTACHED FROM CONTINUOUS BLOCKING TO TOP OF CONTINUOUS TOP PLATES. G. SUBMITTALS: (3 COPIES) CLIPS ARE NOT REQUIRED AT GYP BD WALLS BUT BLOCKING 15 ATTACHED PER THE TOENAILING SCHEDULE. 51FAR .UAL L 4 STRUCTURAL CALCULATIONS STAMPED BY AN ENGINEER REGISTERED IN WASHINGTON/OREGON 4 SHOP DRAWINGS SHOWING ALL FABRICATION, 9) SEE ATTACHED TYPICAL SHEARWALL DETAILS. i l- • ERECTION AND INSTALLATION DETAILS. 10) SHEATHING TO BE STRUCTURAL( SHEATHING. -OL D OJT'\ 11 UNLESS NOTED OTHERWISE,ALL BEAMS 4 GIRDER TRUSSES TO BE SUPPORTED AT ENDS BY: II) VALUES ARE FOR FRAMING OF H-F. S C- D✓, 5 I A. MULOCATED LEED STUDS EQUAL INO BEAM WIDTH(TRIPLE STUD MIN)WHEN 12) SEE PLAN FOR WALLS WHERE SEISMIC DESIGN SHEAR IS GREATER THAN 350 PLF(ASP). 3X OR DBL 2X AT PANEL EDGES AND SILL. '`� LOCATED IN WALL. CONTINUE ON ALL FLOORS DOWN TO (^ I �v�/a�� ,�,c FOUNDATION WITH SOLID BLOCKING AT FLOORS. CONN STUDS STAGGER NAILS. NAIL AND GLUE DBL 2X SILL TOGETHER W/IOD GALVANIZED a 4"0/C STAGGERED,OR USE A 3X STR,C TOGETHER WITH ISD a12"O.C. BT NOTES . SOLID P057 EQUAL ?0 BEAM WIDTH WHEN FREE STANDING. FOR WALLS WITH THE LARGER SILLS,ANCHOR BOLT SPACING MAY BE INCREASED BY A FACTOR OF 125 FROM THE TABLE ABOVE DUE TO THICKER SILLS. EXTEND CONTINUOUS FOR FULL HEIGHT DOWN TO SOLID BEARING. , `I3) 1/16"PLY IS ACCEPTABLE IN LEU OF 1/16"055 J REVISIONS: PATE: 11.30.1-1 SCALE: DR4uJN: D.L. JOS NO: LEN-11-119 \ipii 0 ORIGINAL SHEET SIZE: 24x35 } �G NFF 'v 51 9PE -5r _ 1- ` 34'-0" / R ON ;a WALL e PONYWALL BELOW TYPEHrG PER WALL B' / O'9I//O• 1;, HQQ`� / 13'-0" / 21'-0" / Expires: 6-30-19 5 3/4" 6 1/4" 12'-6 1/4" \ 20'-5 3/4" o.::: - 10 4 ail 4 10 52. 522 52 S2. � orf V::::N.,,,k,,\ Q ';'t .'-::,qk Lt,g) "" . , „Ce $a , r DBI P.T.GL 5jzx12 r - ,� 24"#x 12"TACK i I (DROPPED) ' I CONC.FIG w/2-*4's 24"#x 12"THCK ! kpi EA WAY e 3"CLR m .6x6 P.7.bxb - J C - ^: 't 4 .,. EA WAY 4 3"CLR w/EPCM wt EPCM S2. 410 , , it 1 52.2 " o IM. it , as n- '44- 2 3/4" 0 _. m 28"#x 12"TI-ICK I E 4 CONC.FTG w/3-*4's I 13 l� 1 5 10 I g EA WAY e 3"CLR - MSTC6 -I- 52.2 52 52.1 - MSTC66 52.1 531 rn r - - ., LSTAIs STRAP�" - P�YWLL I ®PONYWALL �- n � - - \ , ♦ �� I 1 DB2 P.T.GLS�izxl3��z " �� Ze- - - - - �, (DROPPED) I ,MI u I i CONC.FTG w/344 x 12"THCK 3 4's ..- J I-4DU6101F- E� N 1 DISCLAIM % n€SIGNATURE AND SIAM FOR tFEae EA WAY e 3"CLRHNGR t P D8 PHDS 2 . ewLsueSEACCOPsT �GxBEpEAR5AED ars RYiNaACG�EC�RaEMPdrvffi0mco�aAAa � crSEAE DD EW2-2x6 ABY. 521PT.6x6 ABY.w/EPCM LEGEND P.T.6x6 BLW w/EPCM 3-2x6 3-2x6 BLW INDICATES ROOF OVEFRMING o v ( 24 x 12„THCK 52 *PROVED BY r LOCAL uwsDIcrar. 0 .- 2 2x SPACED DECK'G « Q, 1 I CONC.FTG w/2-4 s 6' S I I EA WAY e 3”CLR < IS1/4"FLR TRUSSES PER SUPPLIER E__] INDICATES WALL ABOVE FRAMING LEVEL 24"#x 12"THCK 42) 1 1 PROVIDE MN.le"CLR FROM GONG.FTG w/2-*4's BOT.OF JSTS TO GRADE 4 1 1 INDICATES WALL BELOW FRAMING LEVEL EA WAY e 3"CLR 1 S I I 3-2xb 5 4 I COVER BLACK PAOLY VB. 2-2x6 52.2 52.2 / 52.i Y//�l� INDICATES INTERIOR BEARING WALL _ LSTAIS STRAP-- r 1 TYP. TYP. BELOW FRAMING LEVEL - er J L ® INDICATES COLUMN ABOVE I _w:�., -I , 2/F7 Ag �x7� �Y////////////////i%/"�.P'� 1 FLOOR CONST.: Li rr IIs GLUED 74G PLY OR 055 OVER _ FLR TRUSSES* 192" 0.C.w/I6d INDICATES COLUMN BELOW FRAMING LEVEL I I bx6` J RING SHANK NAILSEDCTit m tu 1 1 4-f I " -1- 4 12" D.G.FIELD )- - e INDICATES DETAIL REFERENCE 4- in I 34"#x 12"THCK U-' '' APPLIES TO ALL SIMILAR LOCATIONS ;n CONC.FIG w/3-*4's � Q m 3-2x6 1 ( EAWAYe3"GLR Q n C) I - LEI (Y� INDICATES VAULTED AREA W I ,-- PROVIDE 3"b POSITIVE DRAINAGE w ' FROM CRAWL z •zo HOLDOWN TYPE 4 SCHEDULE 24"#x 12" THCJ m I qt - I I, HDUx(x) CONC.FIG w/2-04's r 0 MARK NUMBER(x)ON SI-IT 50 u, EA WAY e 3"CLR I 1 -v -----` -PRESSURE TREATED PLATES <1 XRX1 INDICATES 3x6 P.T.SILL REQUIRED in �i ON CONCRETE ANCHORED WITHIN RE R7•71 L, - .j 12" OF EACH CORNER 4 4'-0" D.C. 3x SILL .01-- - /////////////////////////////// 6 "r / UN.O. EXTENT OF SHEARWALL 52 1 I r I I 1 SI IEA T RING SEGMENT I I n = V O o o ii '1/4-) INDICATES SHEARWALL TYPE -.4 ice' I I N PROVIDE FOUNDATION VENTS 1------. o V U PER SCHEDULE SI-IT SO 3-2x6 � .w (WHERE SI-101N ON ARCHITECTURAL W 12" LOCATE TO AVOID ALL POSTS, Q LLQ 30 #x THCK u II II © +3' I I IA CONC.FIG w/3-*4's STUD LOCATIONS 4 ANCHOR BOLTS ) II II II INDICATES HOEDOWN TYPE. m I s EA END OF WALL . 24"#x 12"THCK J4 to EA WAY e 3"CLR - - SEGMENT PER SCHEDULE w CONC.FIG w/2-414's T°- of 5141 SO EA WAY e 3" CLR I { __/ it in I a; 6xb r v Z J !) 11 II 'r' 2-2x4 ABV. I \ ,(� o ,,a 1 2-'x6 2-2x6 2-2x6 BLW I d--Il 11) LA azoI- - - - - - - - Txb - J to 0 }— 7/ /An /An '/ ///,1 r/////j � 1,4 C r ` 0 2-2x4 ABV. -1 SIM. 4x6 BLW in I-- - 2-2x4 ABV. 22 o "xi. 4xb BLW � � I �! 52.1 . I - SIM. lira - 6"-10 3/4" Y / / v o o t 244 x 12"TI-ICK n X x CONC.FIG w/2-*4'e ri n EA WAY e 3"CLR • 2- x6 2-2x6 r-.._, 52.1 L - - , - - - - - -i . t-- / Ay A �x6 , A s4 r I' ji -I �. P I 1 2-2x6 331/2"CONC.SLAB-ON-GRADE GARAGE RIGHT .- W/4"COMPACTED ROCK 0 5'-6 114" w/CONTROL JOINTS l I 2-Zx6 ABV. SLOPE 125"PER 10 FT.TOWARD OPENINGS O v \ 4 ON 'd' � 4x6 BLW r ", NIAIN LOO �. -! -�-- I CONC.FIG wiz-*4's r �- a ,A'I\G F A\ - ( L - J EA WAY e 3"CLR �2-2x6 O O Ix z �' n g 3-2x6 T N 52.1 "v I 2i-2x4PHDSA I _ 2-2x4 - `� 7 . �- PHDSA PHDSA 3-2x6 41.-... r A 4x6 J.' 1td - 11 I 1 .1"" -ii, • r'' • '. REVISIONS: 410 - I ws....s: }4 -4 3x SILK 6, 10 [ 52.1 3x SILL • 52.1 I S Alai '4 �y�� 3iz" CONC.SLAB-ON-GRADE 24"#x 12"THCK VP'w/MIN 4"COMPACTED ROCKLONG.FTG w/2-*4's L. - w -El .) I- r - --I w/CONTROL JOINTS EA WAY e 3"CLR 1 I fi I TI _--I - 24"#x 12"TI-ICK l PATE: 11.30.11 2-2x6 6x6 CONC.FTG w/2-N'ss N EA WAY e 3"CLR SCALE: 1/4 II = li_On 2'-21/4" 6 DRAWN: D.L. JOB NO: LEN-11-179 5'-I1" 1,-I" 2'-9" 16'-3" 2'-0" / .( / / / / 34'-O" / i i svollso 1 FOUNDATION / MAI\ FLOOR FRAMING FLAN O EE 1.1 SCALE: 1/4"=1'-0" ORIGINAL SHEET SIZE: 24x36 10„ PROOcFss �GINF<4' 51 9PE `' -s R ON Oq� 1 2, 1g,Q\J 10 J. ';�0 Expires: 6-30-19 et ',NA. Q.,.) -:-.4 ce z . , ,.•:: i t c., g 0 *TYPE 4 •NO PONY WALL BELOW TYPE 9 • PONY WALL BELOW '' C en. . ry I-IDQ4121F 8 �- ! Q* 6x6 HNGR 53.1 `'� �-�r i •ri w1 EPCM Nir g 4 m BI 3112x16 BIG BEAM 4x8 _ 4x8 U m o gn 'I� _ I I I i I E 2-2x6 I I „.. .. ,, N 0 1=NDI 431 a TR• IMMERS . m INDICATES ROOF OVERFRAMING o', 16”PRE-FAB FLR TRUSSES J INDICATES WALL ABOVE FRAMING LEVEL X = F{�R SUPPLIER o J 0 IILL DISCLAIMER TIE SIGNATURE MO STAMP FOR THESE SiF71cTIAiAL DRAMAS AKE VALID ONLY MBE 01 I 1 INDICATES WALL BELOW FRAMING LEVEL 01 >Q 1 eEl G PA+ED BY A DN EI A1IQ E D S LOT SPECPIA TRUSS DRAG LOAD: SET a STRUCTURAL CA CULATICAS PREPARED BY I WORN caiSI1T9JG ENGINEERS tic AND SEALED ILTTN A I / WET STAMP AND SIGNATURE BY REE 6SEER 1 0SE TRUSS MFG SHALL STAMP APPEARS ON THIS SHEET.CCNSTRUCTICN 1/////1 INDICATES INTERIOR BEARING WALL 2-2x6 6x6 J La DESIGN TRUSS TOsoli EE PEFFORIED ONLY WITH A DRA B*SETBELOW FRAMING LEVEL ' 2-2x6 TRANSFER 150 LBS/ APPROVED 9Y THE LOCAL JURISDICTION 6x8 TRIMMERS SHEAR TRUSS .�� LINEAL FT. IM INDICATES COLUMN ABOVE - 111 I f II INDICATES COLUMN BELOW FRAMING LEVEL 6 15 6 11 Mk J ■ Val 0 53.1 WY WI YP. 8 INDICATES DETAIL REFERENCE APPLIES TO ALL SIMILAR LOCATIONS v 0110 ui co _ , 3. 0 INDICATES VAULTED AREA `" i � I � - HDUx(x)— HOLDOWN TYPE 4 SCHEDULE (el2-2x6 u, f �� _ MARC NUMBER(x)ON SHT SO TRIMMERS '41-4-9 R77751 INDICATES 3x6 P.T.SILL REQUIRED a i - - 3x SILL L� 1 o 53.1 EXTENT OF SHEARWALL I, 16"PRE-FAS FLR TRUSSES 3 E 16"PRE-FAS FLR TRUSSES iy SHEATHING SEGMENT z PER SUPPLIER PER SUPPLIER ---fes - _ II INDICATES SHEASCHEDULE TYPE 1 I �-1 PER U SHT 50 2-2x6 1 I ' 00-CONST. 11 TRIMMERS I I "GLUED T+G PLY OR 055 II wt 10c1RING SHANK NAILS 1 Nr INDICATES HOLDOWN TYPE. •5"O.C.EDGES 4 I • EA END OF WALL I 15 12"O.C.FIELD 0 SEGMENT PER SCHEDULE TRUSS DRAG LOAD: 53.1 ) I 5 II u II ki SHT SO TRUSS MFG SHALL DESIGN TRUSS TO - �__- 6x6 53 y TRANSFER 150 LBS/ -J = t '/ T SS NOTES: LINEAL FT. i SHEAR TRUSS t-w thit 2-2x4 , /» L -- II n " (i II • ALL TRUSSES TO BE PRE-ENGINEERED 4 CARRY 0 0 I 0:T:::INSTALLED ir v II• ALL TRUSt BRACED TO `ice ,r1 MANUFACTURER'S SPECIFICATIONS. 1 T ) -I- 1 • NON-BEARING WALLS SHALL SE CONNECTED TO THEx : I x LCSII' • TRUSS BOTTOM CHORD W/SIMPSON STC(OR EQ)TO �l INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON NE WALL. 0 , / 2-2x4 1 E 2-2x4ik 16" PRE FAB FLR TRUSSES A �1 • ALL CONNECTIONS WITH RAFTERS,MONO OR JACK IF `' I Fi ) ! PER SUPPLIER v TRUSSES 4 HIP TRUSSES TO MAIN GIRDER TO BE A PROVIDED BY THE TRUSS MANUFACTURER 40 OPEN IM. 0 I N _ • TRUSS LAYOUT SHOWING GIRDER TRUSS LOCATIONS .9 n= TO BELOW m d • ARE NOT PERMITTED TO CHANGE 4 MUST SE `" ° 13 FOLLOWED CORRECTLY,IF TRUSS MANUFACTURER 1 m 53.1 REQUESTS TO CHANGE IN PART OR IN WHOLE THE _ LAYOUT DESIGNED HEREIN,HE/SHE MUST CONTACT _ I I- J -- 1 C THE 2 ESGN IS / m MAIN�TAINEDEON ESIGNR TO THE BUILDING CORRECINSURE STRUCTURAL TLY.I ALSO,F ffl p4 I I THE DESIGN LAYOUT IS DETERMINED TO CHANGE,THE 111 I BUILDING DEPARTMENT WILL REQUIRE APPROVAL 4 I/ v NEW ENGINEERING CALC'S. 0 • • ADD SOLID BLK'G BETWEEN JOISTS UNDER POINT I R4I21F LOADS ASV.-WHERE APPLICABLE AT WILL. • PROVIDE SOLID BEARING UNDER GIRDER TRUSS PI 1310 31"2x16 BIG BEAM r I GARAGE R I G-T ENDS 4 FROM BEARING POINTS UNDER STRUCTURAL 14 " 2-2x5 ROOF SEAMS AS SHOWN ON PLANS. HDQ4121F —16"PRE FAB FLR TRUSSES / 1 3-2x6 , ' HNGR PER SUPPLIER UPPER -LOOK • PROVIDE SOLID BEARING UNDER SEAM ENDS 4 53.1 v v ! Si3t/x16 BIG BEAM I FROM BRC.POINTS TRANSFERRED DOWN FROM I , �t F / M U NG f '1I N FLOOR ASV.CONT.TO FIG.BLW AS LOCATED ON 1 I ri( J PLANS. TRUSS DRAG LOAD: 16" PRE-FAB FLR TRUSSES B' 3112x16 SIG SEAM 3-2x6 TRUSS MFG SHALL t 4x6 PER SUPPLIER FLOOR 5-EAR DESIGN TRUSS TO '� SHEAR TRUSS �' H2 GL 511 xl2 TRANSFER 150 LBS/ s ■ r n�� ` LINEAL FT. © Q HDQ412IF HNGRw. -- -- w Nr Q 3 © � 12x16 =[G �� 1-4, 0 4. al ® v v_HDQ412IF 1-10Q412 IF 0WV 9 IR Y HNGR / S HNGR MSTC40 16" PRE-FAB FLR TRUSSES n it PER SUPPLIER M5TC4O SIM. MSTC40 WV I0 �C _pi 1 REVISIONS: 4x6 53 312x16 3IG BEAM 2-2x6 HDQ4121FMk 6x6 WF �^ r ` 'R w/EPCM DATE: 1130.11 • 1 UPPER FLOOR FRAMING / MAIN FLOOR 5—EAR LL4LL FLAN SCALE: 1/411 = 11-0II 51.2 SCALE: 1/4"=1'-0" DRAIJN: I .L. JO5 NO: LEN-1-1-119 r 0 ORIGINAL SHEET SIZE: 24x36 - - - L---?-- —4,.....- --_-- - - ���0D PROPeo , �'z: ' 51 9PE 'L cr - I� r OR ON ' v44/ Ne J. H Expires: 6-30-19 z Vta Cid)_ y, tx N Fa 0 O C :vr.,crilitiii.,-- -42.4 0 54.} II AN. \. \ . 4x5 4x6 �- -C _._.. ; 0 o - II\ g / LEGEND .4.4)7 1 OOF O ING - 1 X INDICATESR vERFRAM DISCLAM TI-IE SIGNATURE AND STAMP FOR THESE ROOF SHEATHING LINO. I li C__ J INDICATES WALL ABOVE FRAMING LEVEL II2"CDX.PLYWOOD OR 055,W/24/ / \ STT OF STRUIRALCTURAL TURALDRAW �S A!�TAUS PRE ALE ACCOMPANIED BY A DEVELOPMENT AND LOT SPECIFIC SET OF 9TTdJC1LRAL C d n"ATIONS PREPARED BY MIN SPAN RATING.FACE GRAIN PERP. \ HORN CONSULTMG EMINEERS LLC AND SEALED UN A ILETTO FRAMING TYP,Sd a 6"O.C.EDGES - I t I T 1 STA PAPP AND SO NTWIS S eY.C EN TRUER u►�o5E I -I INDICATES WALL BELOW FRAMING LEVEL STAMP APPEARS ON TUIS s�Et.coNSTwcrlaN AND SOUNDARY,12 0.C.FIELD J a SHALL BYTHE Lac&PERFORMED JAPJe IICT Y WITH A DRAWS4 SET INDICATES INTERIOR BEARING WALL V////a BELOW FRAMING LEVEL 0 ,f' 0 ® INDICATES COLUMN ABOVE v • INDICATES COLUMN BELOW FRAMING LEVEL 1 1 I ',.... 11— t JLa... L e INDICATES DETAIL REFERENCE �x APPLIES TO ALL SIMILAR LOCATIONS OPTIONAL SNOUJER INDICATES VAULTED AREA HOLDOUN TYPE 4 SCHEDULE �' HDUx(x) MARK NUMBER(x)ON SHT 50 TYP54. FxxxxI INDICATES 3x6 P.T.SILL REQUIRED I - - v • 3x SILL L1 1 — W I EXTENT OF SI-EARL/ALL 54. SHEATHING SEGMENT 1 C.), 54} ________n______, L._ INDICATES SHEARWALL TYPE PEP SCHEDULE SHT SO 1 :"1- n = y Nr INDICATES HOLDOaN TYPE. 0 _ 1 *EA END OF WALL SEGMENT PER SCHEDULE II II SHT SO ) A t I INI DII i X11 Ci • ALL TRUSSES TO BE PRE-ENGINEERED 4 CARRY 1 O II MANUFACTURERS STAMP. 1 C < 11 II 11 • ALL TRUSSES SHALL BE INSTALLED 4 BRACED TO MANUFACTURERS SPECIFICATIONS. in • NON-BEARING WALLS SHALL BE CONNECTED TO THE 1 ._. PRE-FAB ROOF TRUSSES t 63 TRUSS BOTTOM CHORD W/SIMPSON SIC(OR Ea)TO +24"O.C. c > INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. !c j a ALL CONNECTIONS WITH RAFTERS,MONO OR JACK 1 I z TRUSSES 4 HIP TRUSSES TO MAIN GIRDER TO BE ' ' PROVIDED BY THE TRUSS MANUFACTURER. • TRUSS LAYOUT SHOWING GIRDER TRUSS LOCATIONS '41 T ARE NOT PERMITTED TO CHANGE 4 MUST BE j ; FOLLOWED CORRECTLY,IF TRUSS MANUFACTURER REQUESTS TO CHANGE IN PART OR IN WHOLE THE Li r LAYOUT DESIGNED HEREIN,HE/SHE MUST CONTACT C7 r- ' l C TYP. THE DESIGNER TO INSURE STRUCTURAL DESIGN IS MAINTAINED ON THE BUILDING CORRECTLY. ALSO,IF THE DESIGN LAYOUT IS DETERMINED TO CHANGE,THE BUILDING DEPARTMENT WILL REQUIRE APPROVAL 4 NEW ENGINEERING CALC'S. • ADD SOLID SLK'G BETWEEN JOISTS UNDER POINT LOADS ASV. - WHERE APPLICABLE AT WILL. 0 G A RAG– R 1 l – I • PROVIDE SOLID BEARING UNDER GIRDER TRUSS ENDS 4 FROM BEARING POINTS UNDER STRUCTURAL /� ROOF BEAMS AS SHOWN ON PLANS. -ii-, ROOF FRAMING / . • PROVIDE SOLID BEARING UNDER BEAM ENDS 4 TRUSS DRAG LOAD: FROM S .POINTS TRANSFERRED DOWN FROM DESIGN MFG SHALL UIIS I FLOOR FLOOR ASV.CONT.TO FIG.BLW AS LOCATED ON TRUSS TO PLANS. TRANSFER L F LBS/ 2-R73a -1 FLAN TeSHEAR TRUSS (._ 4x6 0 4 PRE-FAB ROOF TRUSSES Q P v e 24"O.C. P r 541 REVISIONS: 4x6 4x6 1 54.1 2 54. DAVE: 11.30.11 SCALE: 1/41' = 11-0" , .-H R00:- F 4"`[NC / UPPER '7LOO 6–:=AIR U14L L PLAN DRAUJN: D.L. 1._ SCALE: I/4"=e-0" JOS NO: LEN-11-119 f 17 7j/ • ORIGINAL SHEET SIZE: 24x36 • ���ED PRDFFs ,,z„ MAx. '4 �w� IN�F ���2 // '/," MAX. . ♦/ 51 9PE l - FOUNDATION• 2x fE R ON FOUNDATION a 2x fE lo,�fri 12, � �� D I r....A—�, �' t:_ Eires: 6-30-19 ais IDROP FOUNDATION I" 0 3x fE REFER TO PLANS FOR ( DROP FOUNDATION 1'"•3x fE ,, s 3x fE LOCATIONS IF ANY REFER TO PLANS FOR>K k/ 3x fE LOCATIONS IF ANY k;, s '/z" MAX. Ii z €=I , 1,01/ gt.FOUNDATION•2x fE \:� £ ""�,,,,, $eije4 I.: �-`IV 1 € 114,, ��CI Cs 1 FOUNDATION AT 3x PLATE AREAS 111111111111111SCALE: 3":1'-O" FOUNDATION AT 3x PLATE AREAS ,a,„,14.1 1 ----Ar--- < -�-- SCALE:3":1'-O" ��a / 2x6 STUD WALL Ilphli DROP FOUNDATION i" +3x fE1 g\ _____tv e 16"O.G. / REFER TO PLANS FOR �: \ 2xb STUD WALL 3x IE LOCATIONS IF ANY " •° °¢ 2xb BLK'G IN-BETWEENm `rs 0 Ib"O.C. FLR TRUSSES w/ I f•S lbd b"O.C.TO SILL I °�' Ibd's a 16"O.C.TIP I m U UNO.ON SHEARWALL \ 2x6 P.T.IE w/sia"x10" 16d's • 16"O.G.TIP.UN.Q.ON / 111111111° PLAN #SCHED ANCHOR BOLTS 4'-J"O C. SHEARWALL PLAN t SCHEDULE t WITHIN 12"B ALL I ® M WALL SHtG CORNERS t OPNGS OVER ?xi; CONT.w/Ibd Q, SILL SEAL(UN.OJ WALL SHT'G e 12"O.C.TO SILL PER SCHED ON SHEARWALL PLAN PER SOWED FLOOR SWIG SCALE: 3":P-O" FLR SHT'G EDGE NAIL'G FLOOR SWIG PER PLAN PER PLAN INTO SILL E \ PER PLAN EDGE NAIL'G '4 EARS CONT. i� \/ INTO SILL iE .11 s \/ ` 2x5 P.T.fE w/ 'g XlQ \/ PISCLAIT'ER flu kri 14Ar AND 6TAMP FOR TME • TOP 4 BOTTOM _.�%.. �� ATRlc1F DFBY A D AEL P 4 OrNY LOT < <-�� 04 BARS CONT.• >< ;I ANCHOR BOLTS w/ �"rswi> ni ca° aruTl � BY PROVIDE 24 HOOKS , TOP t BOT 1 WALL SHtG �/ eel.OS • ALL CORNERS \ \ I fN At \ I I PER SCHED E WASHERS 4x3 x3 AS SHOWN HMV caNs�tTS6 MBES*LLC AND SEALED MTH A PROVIDE 24"HOOKS 4'-0"OL. t WITHIN 12"OF ALL SET STRIP AND sGNAn eY TFE e+fiREER WOE N / STAPP APPEARS ON NIS SFEFT.COVIS ICTICN t INTERSECTING •� •ALL CORNERS f ( 2x6 STUD WALL CORNERS t OFNGS OVER SILL a SHALL BE FEr•oTrEn CNI.Y MIA DOWNS BET WALLS INTERSECTING WALLS s 16*OL. SEAL(UNA.)ON SHEARWALL PLAN APPI7CfvED BY Tit LOCAL AaaeDeTlorL FLR TRUSSES CONC.SLAB-ON-GRADE z \ /\ CONC.SLAB-ON-GRADE � PER SUPPLIER EDGE NAILING \ /\ •2A I 52.1 \ CONC.SLAB ac 2x10 BLK'G I IA I 52.1 � \ SLOPE GRADE `o SLOPE GRADE PER PLAN ul AWAY FROM STRUCTURE u FLR TRUSSES AWAY FROM STRUCTU \/ _ _ _ "4 BARS CONT.5 18" O.C. At 1I u� PER SUPPLIER — MIN I-TOP t BOTTOM I I. X 5 " " " Q 914"FLR TRUSSES 2x6 P.T.fE w/ '8 x10 PROVIDE 24 HOOKS•ALL E- +� 2x6 PONY WALL --� G' P.T.PLYWOOD FURRING AS �\ F-7\X. ANCHOR BOLTS 4'-0" O.C. CORNERS t INTERSECTING WALLS � I I PER SUPPLIER • 16"OL !\\\;\\/`��\j z NEEDED TO Ma7CH FACE OF ALTERNATE SEND ~\\ i\\!��/��r• 4 WITHIN 12"OF ALL - - K,6 --A- -ALTER`iATE BEND / / STEM WALL wt 8d•6"O.G. "4 VERT•48"OL.MAX ' / CORNERS t OFNGS OVER // / // // // // , > ____4_ ALTERNATE VERT a 48" z \\`/ \''\\\/< Zo z v >\>\,/� SILL SEAL(UNA.) '4 VERT • 48"OL.MAX\;\ \\\\\•\ / ;\<\\!\\�\/\ \ u., 0.C.MAX E /\ / / •. E /2 /. -'• •, z \ \ ' /\ \/ \//// 0 2x6 P.T.SOLE fE w/ / \ \. - -i .� ON SHEARWALL PLAN w/ALTERNATE BEND / /\. z \ \.. :� . \ /1 F \ tz"�EXPANS.SOLTS " Zo `/• if-ail r VAPOR BARRIER ca �/ . .• �� . • , . _ \ ,, 3 MIN.PVC / ..4.,w,..17,...:41..:41...?- �--� EDGES LAPPED / i? f��i7 cA z / /// •48 O.C. PERIMETER FND DRAIN T•xT•`T•t?• �� 3"MIN PvG \ "•101314VAPOR BARRIER EDGES F • r 12 MIN.EXTEND UP xLAPPED 12"MIN. 3"MIN.PVC � ,//•//\/\ \\/\, ,r►' (ONLY IF REQ'D BY <411114 STEMWALL 12"MIN. PERIMETER ND DRAIN 7_ . x_ •Y a•► GEOTEGH TIP) /4c .1 - - _ (ONLY IF REQ'D BY %\,4-11.0 i _ - _ EXTEND UP STEMWALL 11"MIN PERIMETER FND DRAIN \ \.\/ \ - \ r\� �� GEOtEGH TIP) i s � (ONLY IF REQ'D BY / // cA I-'4 CONT.w/24,E/_ v�?� rrJ \/ /. v :f " \ GEOTECH TIP) II: / /� _1 HOOKS CORNERS \ 'v v /r, /� /r. \\ \ \/�/�/\ /\\/\% /i�\/�\i\\ ' /i�//\/i://�//��/i��/���//i//i\//\\ (i)"4 BAR CONT. \ %\\%�\� - // (2)'4 EARS coNT. c�\//�//\// (/j// /,/�/\/r, /\/\/\/\/i,./i,,/iA/A A / /i\�/� / / / / �� j� PROVIDE 24"HOOKS U `\/�\ \ (2)'4 EARS CONT. U \ PROVIDE 24" H00KS •ALL \�\\ ��\'\\�\ ' W A /\/\/\/\/\/\/\/\/\/\/� `" PROVIDE 24"HOOKS `^ CORNERS t INTERSECTING 4 ' 6�" 4)" v \i,\j\/\j\j\/\/\/\\//�\//\.` I ALL CORNERS t INTERSECTING EXCVT'D OR FILL GRADE //` /� '�� /` /` �� /r WALLS 4>4" 6" mu a ALL COWERS ! WALLS / / / / / / • / / / INTERSECTING WALLS 4," 611 4�i EXGVT D OR FILL GRADE 12" / / / -EXGVT'D OR FILL GRADE / / -- I� 0 0 FND 6 2 STORY STRUCTURE U,/ PERP J5T5 „ �, FND e 2 STORY STRUCTURE I/ PARALLEL J5T5 TYP FND 6 GARAGE INT. / FTC / FLOOR TRUSSES NOTE: SCALE: 1":11-0" NOTE: SCALE: 1".1'-0" © SCALE: 1".11-0" Q SCALE: 1".11•0" ENGINEERED CONC. WALL REQ. IF BACKFILL ENGINEERED CONC. WALL REQ. IF BACKFILL __iv_ II 11 II AGAINST WALL EXCEEDS 48" IN HEIGHT AGAINST WALL EXCEEDS 48" IN NEIGNT \ POST PER PLAN -----3 � 1 . III IIIIU END POSTS 9 SHEARWALLS FLR SHT'G PER PLAN 4 SHEARWALL () I u SCHEDULE. R ' PROVIDE WALL NIG EDGE \/ NAIL'G FOR FULL HT OF EA STUD -S 1 } 1/2"APA RATED 1 EEA FACE TO SHEATHING < DOUBLE 2x TOP PL. < DOUBLE 2x TOP PL. SOLE 9 • • • • • • . • • . . • • • . • • • • . i o HOLDOUN - 91/4"FLR TRUSSES SEE SCHEDULE , :• • 8d NAILS• 3"OL. 8d NAILS 0 3"o.G. PER SUPPLIER STAGG'D PLYWD STAGG'D PLYWD \ �• • . • NAIL'G TO TOP fE t <- /\ NAIL'G TO TOP fE t ( POST w/PA BASE lik i^I , , . • HDR HDR w/1-1252SD ANCHOR 11 I I • ' • ALIGN w/POST ABOVE 2-MSTC40 II --� II � t%• ,/\ • . ,< STRAPS• II I I I I II • • • P. • i 1 EA FACE OF WALL -- - - ~-~-- --'-- •,•• FACE OF TRAP•EA T ANCHOR BOLTS II !I \ \ -1(_______--------VAPOR BARRIER PER PLAN 4 >I1 11 . • ' • • • U PER DESIGNER SHEARUALLI. SCHEDULE HDR PER PLAN -1 HDR PER PLAN 7n EXTEND TO END PIERS • • • • ' EXTEND TO END PIERS DBL FULL DEPTH 't— • • • FTG PER PLAN _._ 2x SLOGKG•STRAPS t RUN FULL LENGTH , • • • /RUN FULL LENGTH 04 BAR OF WALL,TYPICAL . •• ; OF WALL,TYPICAL •�i / / ''/ / / / / / / / / / / 'i i / '� 2x6 STUD WALL G /\I /A G R f T t • \/\\/\\/\\/\\/\\/\\ \\�\\�\\\\i�\\/\\/\\/\\/\\ • 16"OC. /• f� I I DBL 2x //\//\//\///\/� r \/\// //\//I// 2x6 ELK'G IN-BETWEEN CONCRETE FOUNDATION I FLdR eTRUSSE w//O SILL DETAILS ��0L.TIPs • 16 PROVIDE BLK'G PROVIDE BLK'G 16d' WALL SWIG •SWIG BREAK, WALL SWIG \ e SHT'G BRED ST \/ UN.O.ON EHEARUALL 2x6 P.T.fE WI 5'8"x10" �� lPOST / FTC e POST Af3® Y ANCHOR BOLTS 41-0"D.C. TI=. ��DO 1 PER SCHED TIP PER SOWED TIP0 PLAN t SCHED Jl� t WITHIN 12"OF ALL © N \/ SCALE: 1'":i'-D" SCALE: I":1'-0" 2 \ 2 \ CORNERS t OFNGS OVER WALL SHT'G �+ SILL SEAL(UN.O.) • ALL USP FLR SWIG PER SCHED ON SHEARWALL PLAN HARDWARE SHALL o HOLDOUN PER n HOLDOUJN PER PER PLAN I EDGE NAIL'G FLOOR SHT'G BE GALVANIZED SCHEDULE SCHEDULE I v INTO SILL G �� PER PLAN —'\i— z= z= SOLID BLK'G BLW ,>� Ili u POST PER PLAN o z ALL WALLS ABV. w/PA66 BASE PORCH SLAB Lu w q `�' ::: o < HOEDOWN STUDS `'t o A HOLDOUIN STUDS PER LOCATE CRAWL �7 AIIS REVISIONS: 1-CAST-1N-PLACE u7.1 PER SCHEDULE u SCHED ACCESS OPENING 1/24 x 10"A.B. COMPACTED GRANULAR FILL 3-"4 HORIZ. ONLY WHERE NO TOP <807 I / P.T.PT2x E OR 3xC fE w/ TOP 801 P.T.B2x OR 3x fE w/ ABOVE BEARING - TT qp �/ AB's PER SCHEDULE gp AB's PER SCHEDULE r\ 04 BARS CONT. \ \/ \ \ \ \ CRIPPLE WALL I TOP t BOTTOM N1/4---- II \ 1 II 1f 1 / \ li II / I I I I I \ 04 HORIZ.a 12"OL. ,_ I I I 1 \ "4 HORIZ.a 12" 0.0. CONT.DBL. PROVIDE 24"HOOKS -FLR TRUSSES `` • • • •• 2x TOP iE \ e ALL COWERS -� ,- II , - a, • I 11 I I w/2-BARS•TOP c4 f I I I w/2-BARS•TOP /\ PER SUPPLIER :4�.��.:00,.:1�..0��1;•� :d� Zeieari..:0�.��OZ ��_` 1 OF WALL AS LT OF WALL AS t INtERSECTfNG I I f l z= f l f l WALLS P.T.PLYWOOD FURRING AS DATE: 11.30.11 .T'�x=T Lr'�x=7 LY-T�.r'�r `T' -=_v..-4y • -4. � _•- `� =1.. z p - I I ? o �� I I SHOWY HDR PER PLAN ? NEEDED TO MATCH FACE OF . �. • . - -- - • !_�., .. :_ �. I � SHOWN - �J \// // //\//\\//, / � / '% /\/\\ V/: /�:///.///. 0- `o 1 �J I ,zz`- `n NO HEADER REQ'D IF Z .\/•\.\\ \\/\/\\\ \\ \/\\/\\�\/ ( ( STEM WALL wt Sd •6"OL- I, _ 1 E / / / /\/\/ �T I I o . . . I I JSTS ABOVE LINE UP _9 ALTERNATE BEND co SCALE: 1 1 -0 \\��\\/ ` \�\\\�\\;` z o • • • c z J2 WITHIN 3 OF STUDS ELM 1 4 VERT 0 48" O.C.MAX z \�\� • I-"4 VERT x L - \ (2)- '4 DOWELS - \ (2)- '4 DOWELS 2x TRIMMER > ) �J �� VAPOR BARRIER DRAWN: D.L. / ', �. 15 k FROM FOOTING ,� 15 �p FROM FOOTING t KING STUD 2�_O� 12"MIN. JOB N0: LEN-11-119 fY NY / • /\%/ \ \ r CONT.FIG / / STEMWALL 12"MIN. n \ /� \/\\/\ W H2 (MAX) W H2(MAX) PER PLAN —� `A � � _ \ \ \ \�,\. \` \`. ` ` ` \\//\// 16" 56" IS" 5b" _.1 ` \/ /�`//\/\j\/\�/\/ $° 62' -�- 8° 6z" VAPOR BARRIER ��\\`\�.\\%��%i\�%�\%�\\/�1 \\ / %/%/\\/i�/��\/i,����%�\//��i/��%:\\ EDGES LAPPED , i•//./i r F 01 U \%\%%\\/\\/�\/^/\\/\/ 24" 12" 12"MIN.EXTEND UP (2)'4 BARS CONT. fY 24" 84" � n 6.4, 1 28" 98" 1 28" 98" STEMWALL 12"MIN. /'r/�y//�/�/�///�/\i/�/�/ 7/�/ PROVIDE 24"1NOOKS U / / 32" 112" 32" 112" \%\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/` •ALL CORNERS t , 6�� 411 EXCYT'D OR FILL GRADE •/�\ PER PLAN ill / / W / / / /. /r.//\\\\\/\\/\\/\ �� �/\\�/.\/.\/.\� INTERSECTING / / LS �- o O FRONT PORCH POST / FTG GARAGE WING FRAMING CLOS #-1EATDER) GARAGE 11\1G FRAMING (RAISED HEADER) all CRA.UL ACCESS OPENING 0INTERIOR FULL HEIGHT STEM WALL SCALE: 111•711-0" 0 SCALE: 1":f'-O" SCALE: 1":1'-0" SCALE: 1":11-0" SCALE: 1":I'-0" ORIGINAL SHEET SIZE: 24x36 r = `= �� 2x6 STUD WALL PR�tC$I e•2xx 6 5o .WALLWALL SHT'G ) e 16"O.C. (sz,-,-"D c)I N t..di I PER SCHED 2x6 SOLE E w/16d '• _ 2x6 SOLE 1E w/16d PER SCI-ED _51 9PE -„,--- WALL PER SCHED r' WALL SHT'G > � ' i PER SGHED FLOOR SH1'G FLOOR SH7'GR ON \/ PER PLAN PER PLAN "4A 12, 1°�°'� - \/ > � °��i o�\' EDGE NAIL'G > � NVFULL DEPTH 2x BLK'G IN-BETWEEN EDGE NAIL'G — /'`4— A ` \ -....i.,....;-.< FLR TRUSSES w/I6d a 6"O.C.TO ..+� D J � DBL 70P IE WALL SHt'G > ALL USP Expires 6-30-19 WALL SHT'G PER SGHED PER SP TRUSSES HARDWARE SHALL PER 5CI{ED BE GALVANIZED 2x6 P.T.IE w/548"x(O" ��. 2x6 P.T.1P w/5/8"x10" -`�" /\ = ANCHOR DOLTS 4'-0"D.C. _ ;,,.., ANCHOR BOLTS 4'-D"O.G. 4 WITHIN 12"OF ALL { 4 WITHIN 12"OFALL FLR TRUSSES 4 2x4 FLAT BLK'G CORNERS OPNGS OVER ,.. ' e 48 D.C. FASTENERS PER , CORNERS 4 OPNGS OVER PER SUPPLIER \ — MANUFACTURER VIA SILL SEAL(UN01 SILL SEAL(URO.) ON SHEARWALL PLAN 1 2x6 CONT. Ny P.T.6x6 ., 01 V ON SHEARWALL PLAN -2)(6 CONT. / SPECS ,�,iti DBL TOP E ,� DBL TOP fP POST PER PLAN r E v` EDGE NAIL'G > . ' EDGE NAIL'G > \ iiii0ZU: ' PA 1'1- I SLOPE GRADE I I POST BASE � aT fvd} \ \ \ \ X (4" MBED) `„' c -c SLOPE GRARE "4 BARS CONI. z I I r- "4 BARS CONT. /�✓//K>/\ //\K✓ i,:' AWAY FROM STRUCTURE e TDP 4 BOTTOM 11 --` `--._ �' TOP BOTTOMGY p ) "� //_EF:AHNSEE:ON-STYLE > II AWAY FROM STRUCTURE c T2 r c II PROVIDE 24"HOOKS r!J (` " GRADE-VERIFY .gym PROVIDE 24 HOOKS e ALL CORNERS e ALL CORNERS u \ N � , �+ /\\\�\\/\\'/,\\ t INTERSECTING NOTE: FALL CRIPPLE WALLS BELOW RAMING HALL BE AS FOLLOWS: FLOOR \�/\\��\\/�\'/\/ WALLS INTERSECTING N07E: ALL FRAMING CRIPPLE BE AS FOLLOWS:MAIN FLOOR Z.() Q_\/ ��//%//i\//j\//�//� \/\`//\\/%\//%/\' -mac e t / WALLS \- / Q \ \ \/ .• �� ti/ O<N54' 0"2x6 DF OR HF"2aIs"O.C. \\'\� \\/\\ 0<H54'-0" 2x6DFORI-1F"2eI6"0.0. 3" (' \ > Ale' % r\\ ' :11 51 \ \ " \ \/�/ NOTIFY I-ICE IF WALL HEIGHTS EXCEED 4'-0" �/ //, ,..0 1Ill / //.,> /\\', NOTIFY HGE IF WALL HEIGHTS EXCEED 4-0 // �/ •_•11 ALTERNATE BENDGONG.FTG _ :' :it.-/\\ �- ri •-• •11 ALTERNATE BEND z \ \ a a :• %\ a s1 ' "4 VERT 48" �\ \ s i �P? *445" % \ /\ , \/ 3"MN.PVG ./\/.1-1 lif'• • e 3"MIN PYC /\/�� 1 d :� VERT a •'r. .x--.•✓ / 2 /\ SEE PLAN FOR / cc! = FNDRAIN =� OL.MAX PERIMETER FND DRAIN `A \\ �•sP ` \ O.C.MAX \\ FIG SIZES /".,':".. .�: /\ a E _RiMETER D \\ �! (ONLY IF REQ"D BY %��� ��! 1 ./ ��:� (ONLY IF REQ D BY /\ 70, _ \ - � \ .`i-' +V\ \\ ta GEDTECH TYP) ;� s! _ _ STEP FTG A5 GEOTECH TIP) _=t�. _ STEP FIG AS //\ / •r . • \/� ,,, 0 yam\ --4..k.--Ir� REQ'D PER 3/522 i\ = S "4 x 24" e FIG BARS /\\ \\ tom, \ �• • . j i ? REQ'D PER 3/522 /\ '/\ \\//'\ V/\\>/\\//'\ 1 ;`Y. Silly// \ '�1 \ \ \ \ (2)"4 BARS CONT. W\ , \/ //,, '/\\// //\//�//�//��/i��/i`�//i�/%//%�//\ REFER To 2/52.1 24 \ /.\ / %' ;'�:•=f^ :. :1e :.�: •:.�: /\`f (2)"4 BARS cDNI. \// //\ /i�/✓\/\%✓ / I/�//�//�/i�/i,,//�.//�\//�,// REFER TO I!52.1 / / \, \ \ \/\ PROVIDE 24"H00K5 U ,\\� FOR ITEMS NOT NOTED PROVIDE 24"HOOKS v f\/ FOR ITEMS NOT NOTED /� /�\✓� '\ /\/\//�\// //i�/' e ALL CORNERS 4 - II = PLACE ON FIRM NOTE: CENTER POST ON FTG. e ALL CORNERS 4 = M INTERSECTING INTERSECTING WALLS 4 " 6" 415" WALLS 4K" 6" / mi / 2 / cn UNDISTURBED SOIL d( / / DISCLAIM: TI,IE SIGVAIURE AND STAMP FOR THESE STRUCTURAL DkAIWlXi9 ARE VALID ONLY U4EN ACCQIPANIED BY A DEVELOPhENT AND LOT SPECEIC SET CF SI LICTlRA1 CALCW.ATIQIS PREPARED BY / i�ON ' u.>4LL / �'^R1�. Li� i�U5550 I=OU\D�4�'fON / i�ONY u, LL / i��4I�>�LLLLi� RUSSES0YI� I=00INC SEi� OOTIN DPIL TT �LC AND SEALED WITH IRE ENGINEER 11.4106E A STAi7'APPEARb ON THIS SFEET.LCNS7R11CTICN 0 ::OLINIDATION Y WIN A DRAWS6 SET SCALE: 1":I'-0" SCALE: I":I'-O" I" ° ' VED BY 11 LOCAL PERFORMEDARSDIGTICN. SCALE: 1' 0 SCALE: N.T.S.NtS \ 1— I I —I - b I I FLR SHT'G 1 1 PER PLAN 4 I I X 1<-- -4 \/ '-><, 2x6 BRACE I O PER 5/622 in r' I \/ I REFER TO I /52.1 11 I I 1 I I I FOR ITEMS NOT NOTED \ \ 1 + 1.1 I,I I.1 I' /\ � 1.1 I.I I.I I. 10 2x10 BLK'G N.I I I V 11 11 � \ 3/8"PLY OR OSB GUSSET a ERG WALL a I' '{ I•I I•I .....- I 0 w/3-8d a BM 4 e POST OR Q ABOVE •1 I• I*j BC4 OR 044 CAP tE E 91/4"FLR TRUSSES f I . ALL USP H p PER SUPPLIER Y ALL USP _ j HARDWARE SHALL HARDWARE SHALL �C� �� 'I BE GALVANIZED FLASHING BE GALVANIZED nil — f I I FLASHING j REFER TO I/522 3- --E. REFER TO 2 /522 0 u �I I� II 2x6 CONT.BRACE X z FOR ITEMS NOT NOTED FOR ITEMS NOT NOTED I I• U - -4 N t w/2-16d e EA STUD I•I 2x SPACEDDECK'G 2x SPACED -Vn LAP BRACES ON I I - DECK G CJ Ili • II • : STUD A5 REQ'D \/ I-- /\ L y •Iin I 1/5" - 1/4"GAP `" un �,, �� I� �� . .I I I•1 1--_.__ ►���� — X. u err BM PER PLAN a_ r _- I I.1 n 1 �! ____ _:,-, ... ' . xx r 1�� IV 1 POST PER PLAN du �n 2x6 HF*2 STUDS f�_i DECK JSTS )10 �\ !�I \/ \�\\/�\'/, \ _ PROVIDE 3-PLT BLDG 12x6 P.T.SOLE B w/ a 16 Q.C. •i { e I6"D.C. \i ,I /2 .EXPANS.BOLTS _L L_ ___ PAPER BETWEEN POST `� a •48"O.C. • • n /\ /\Y 4 FIG,TIP. 0_ t'> \ - • I CO \ . / ' \ \ \ \---)->.< P T.2x10 P.T.2xIO LEDGER w/ I • ,•a• ?•a•a• 1-"4 CONT.w/24"` i I /\/, s ,: sr \/ - DECK JSTS 2-WS 1/4"x 4142" e 7 b ! HOOKS e CORNERS j� �� :�:� - -� 0 16"O.C.w/ �_ SCREWS a EA STUD ____/` 2x6 DIAG.BRACE V JL210 HNGRS >j\ ' • \\j j\r\\��\�/\�\\�/\�\\�\\�j j\\/�\\.�`\ w S2 6d®EA Stub P.T.2x10 LEDGER w/ \�%�%\ / / //\/�/\�`/\// /A / //\//\A /\/\'//\ ',/�./�,/A/A/A/A /, 4 2-16d e P.T.SILL (3)WS I/4"x 4 1/2"WOOD / / /, /i, /i, /i. /A /: I-BRACE IN EA DIRECTION \/\\/\/�/i � SCREWS a 16"O.C. 12" / PER WALL LINE /EA STUD / QFRAIL SPACE FOSS` / E3EAM POSITIVE CONN. INC. / FTG / FLOOR TRUSSES Q 5RACING a STUD LIALL0 DECK LEDGER ,,ALL Q DECK LEDGER e WALL „ , SCALE: I :1-0 O SCALE: 1":1'-0" SCALE: I :I'-0 SCALE: 1".1'-0" SCALE: 1 :1-O CEDAR 2x4 CAP wi CEDAR 2x4 CAP w/ GARAGE RIGHT 2-16d a 12"0.G. 2-16d• 12"D.C. TO 2x4 4 2-I6d e TO 2x4 4 2-I6d e EDETAILS 4x4 POST_ 4x4 POST 2x SPACED ALL USP ALL USP DECK'G HARDWARE SHALL HARDWARE SHALL U X BE GALVANIZED \ \/ BE GALVANIZED PI.2x10 DECK JSTS \1)1)( ( )‘ )( • Ib" OC. —2x4 w/21-16d TOES —2x4 w/2-I6d TOES CEDAR 2x2 BALLASTERS' e EA END 70 POST CEDAR 2x2 BALLASTERS e EA END TO POST e41'1"O.C. •4y2"OC w/1-4'841/2"SCREW w/1-"8x21('"SCREW ALL USP" DTB TOPSHALL 2'-0" TOP 4 507 4 SOT w/1-11".BOLT TOP 4 BOT BE GALVANIZED / / • • - TO 4x4 POST = pT5 TOP BOT I-I/2".BOLT o • • •• "in PROVIDE WASHER BETWEEN STANDARD CU SEAT T "` TO 4x4 POST REVISIONS: i--- /\ P.T.4x4 DECK POST PROVIDE STANDARD CUT . . • 2x SPACED DECK'G } WASHER BETWEEN NUT t SEAT I-MPAI e EA •5'-D"O.C.MAXP.T.4x4 DECK POST \ 2xI2/2x6 STRINGER -^�.• e 5'-0"O.C.MAX / T •..,,,,i PI POST 2x SPACED DECK'G 2x SPACED DECK'G I PER PLAN P.T.BM I Vim. P.T.2x10 w/ w/EPCM CAP O PER PLAN \ _ I_I-I/i".x 4" -��►'''"' ►—�►�"� ..- DATE: 11.30.11 1/S i/4 GAP EXSPAN.BOLT \/ "II e 16 O.G. CUT-BACK \ • • • \ RC1 �"'� '"-1 '"""- �. P.T.2x12 STRINGERS SALE: in _ II-On _ �- : ` . . �•w�... NC • 16"0.C. __ Low ii 2x10 RIM wt 2-Ibd \/ \/ L. \ \/\\� p�Ap•EA JST iow..0._. 2J 2x10 RIM w/2-I6d .1\/�� \\, P.1.DECK JSTS 71 ,-r� •EA JST I ✓\ /� PER PLAN JOB NO: LEN-11-119 \ P.T.2x6(9 INSIDE FACE) - • /\ -_ ` •�° • • < �\ DBL J57 w/4-IUS 44 x 4/2 \ \ SCREWS a EA END 2xlO BLK'G w/16d / Q \ • X • • TOES a 8"OC. I-"4 CONT. //I/ I/ // // /N \ \ CSH HNGR F Q • ALL USP P.T.JSTS PER PLAN P.T.JSTS PER PLAN \\i\\\i\\\i\\\i\\\i\\\i • HARDWARE SHALL w/2-I6d TOES CUT-BACK BE GALVANIZED e EA JST TO BM /". 2x10 BLK'G _ P.T."x0CCRINGERS `�� U CONN s EA END BM PER PLAN 12" ALL USP w/2-MPAi's / / HARDWARE SHALL \/ _NI_— BE GALVANIZED ------- 0 0 KNE �I� C� DECK POST g JSTS / DECK'S DECK POST 0 JSTS / DECK'G TIP. �,OOD FfRAM-D STAIR zOUNDATION STAIR STRINGER / LANDING ORIGINAL SHEET SIZE: 24x36 SCALE:I".I'-O" 41) SCALE: 1":I'-O" 0 SCALE: 1":1'-O" SCALE: 1":1'-0" l4 SCALE: I":I'-O" ,` s== - ����D pRQ�Fss AGI NFF 'o -51 9PE r C). DR ON ©�N 12, 1°��� '�� . -/51::::::1:, a�. Noy �— 4x,6x,ORGLB Expires: 6-30-19 DIRECTLY IN LINE 2x6 STUD WALL •; ; WALL SHTG MStC40 STRAP NAIL STRAP e 16"OC. PER SCHED ACROSS TOP PLATES t / w/WALL a 4 BOTTOM OF BEAM - CENTER �� 2x6 STUD WALL �— 2x SILL NAIL'G ' s WALL SHTG — WALL 5HEG � STRAP ABOUT END OF BM. i / +16 O.G. � � 2x6 STUD WALL lOd $6"O.C. PER SCHED IOd a 6"O.G. ��� ��t PER SCHED \ DIAPHRAGM EDGE NAILING. PER SCHED a 36"O.C. �' � SILL NAILING SEE — FLR SHTG PER !'41'''' 101) e 6 O.C.MINFLR SHTG SCHEDULE SILL NAILING SEE FLR SHTG PLAN \.* LIA FLR SHTG SCHEDULEPER PLANFLR SHTG PER PLAN EDGE NAIL'G\s' CONI DBL.' Ti PER PLAN i ._ ;PER PLANZ U 70P PLATEEDGE NAILING �/ EDGE NAILING �/ _� \/ ( _v UZ >< I E z Y__,<- I 2x8 CONT.RIBBON =,� / C/ MSTC40 STRAP -NIL c� -42/ 2x16 BLKGSSESSCRAP ACROSS COP •........NOTE: PROVIDE \ PER SUPPLIER i7 _ ,„,. ,.,,,,,, ,, , „, 0 mv. - � I-2x4 SGUASN BLKG 2x16 CONT.RIM w/ 111M`lir- CENTER STRAP ABOUTK cin 14,1 STRUCTURAL SHT'G ) FOR EA MULTI-STUD4 CLIPS PER SCHED END OF BEAM. �' n \>/\<2 4x,6x,OR GLIB i STRIP w/NAIL'G COL ABOVE CLIPS MAY BE // °° PER WALL TYPE L 2-10d TO OMITTED IF PLY >< �f( BELOW /� SHTG LAPS ON RIM R-- /\ /\ /\ n ( DIRECTLY IN LINE in;_w -�.�� � _ � DONT DBL.2 X � as DBL 70P fE AS SHOWN 2-IOd TO �1 j w/WALL TOP PLATE \ir _ -FLR TRUSSES E t f T f f i j'� + " 48"Q.C. 2x16 BLKG 2x STUD WALL I I - I I I I I I ( I I I I I I J I --�• —---- :4"joE: _ FLR TRUSSES 2x16 BLKG DBL TOP E CONT.FLR TRUSSES PER SUPPLIER PER SUPPLIER TRUSSES t HNGER PER SUPPLIER e 48"O.C. �� mow, DBL 2x TOP fiE `\/ ( y DBL 2x TOP fiE �\/ I/ PER SUPPLIER DBL 2x TOP iE 2x16 RIM wt /\ 'K HDR PER PLAN IK HDR PER PLAN CLIPS PER SCHED al <DETAIL 1/53.1 7/,\I r t DETAIL 1/53.1 FLR BM PER PLAN 2x6 STUD WALL ) CONT.2xT L PDB1E 1 EDGE NAIL'G WALL SHTG WALL SHTGPER PLAN PER SCHED / ( 2x6 STUD WALL PER SCHED lex STUD WALL 2x6 STUD WALL WALL SHTG e l b"O.C. e 16 O.C. ) I PER SCHED (S D wuSIGNATURE G6 ARE q ONLY WFE THESE I� \ ACCOMPANIED BY A OEvELOPhE'IT AND LOT 5 ECSC i V 5E7 OF STRUCTURAL CALCULATIONS PREPARED BY V NORM CCNSULTS4 ENGINEERS LLC AND SEALED ON A RET STAMP AND SIGNATURE BY THE ENGINEER WHOSE STAMP APPEARS ON 11415 SHEET.CONSTRUCTION SHLYl BE POT-OWED ONLY MAI!DRNpNG SET 0 ERP. FLR TRUSS-7_55 TO STUID WALL PARALLEL PLR TRUSSES TO STUD 1ALL FLR TRUSSES TO FLUSH EM CONT. FLR TRUSSES TO ERG WALL PARALLEL 5I- EARLUALL / PLR DETAIL TI: STRAP E3EA —2xSTUD WALL APPF3OvEDBYTHELOCAL JURISDICTOII SCALE: I":I'-0" 4131 SCALE: 1":I'-O" Q SCALE: 1":1'-0" © SCALE: I":1'-O" 0 SCALE: l":I`-0" Q SCALE: l":1'-0" I . I NOTES: DBL 2x STUD(e END DBL 2x TOP 1E 1. SEE SHEARWALL < OF SHEARWALL)w/16d HOEDOWN SCHEDULE •1 e 3"O.C.STAGG(2) 2-16d a EA STUD ROW, TO TOP fE 2x6 STUD PONY WALL e 24" O.G. IOd e 6"O.C. STRAP (I) CENTER STRAP IOd a 6"O.C. �/ 2x6 STUD WALL , OF JA6F R BLK'GT _,_— FLR SWIG I6"O.G. FLR SHTG SILL NAIL'G PER PLAN SHEARWALL PER PLAN SEE SCHED SHTG(I) //WII �� WALL 5Ht G ) FLR SHt G 0 PER SCHED PER PLAN T MEMBER TO RECEIVE — -- } SHEARWALL SHTG �l I - a Z ii i1t. Z�l::r+t� EDGE NAIL* i y , 6-16d >I - r .1 f C _ 0 �� 'U\ NN FLR TRUSSES ® PROVIDE 2-2x6ME y ,,. Z , /\ PER SUPPLIER �jrj / SQUASH BLOCKS / 2x SILL fE ll) I i'\ 1 / V \ r' l 11 II It %of HEADER PER PLAN i /\ HOLDOU.N STUDS FLR TRUSSES(2) U p II II ,__R._---,‹ I6d a 8" 0.C. _ TRUSSES 4 1-NGRS i IIII IIII 11 /\ PER SUPPLIER ____ TRUSSES t HNGRS U .." " FLR PLYWD.(2) PER SUPPLIER Of II (--- - SINGLE 2x KING STUD FLR BM NOTE: USE DBL KING STUD WHEN LVL 7x OPNG WIDTH IS GREATER a 16 I 2x16 BLKG CONT.DBL 1 DBL 2x STUD PER PLAN THAN 48",TYP UN.O. a 32"0.G. CSW-TZ HNGR 2x TOP fE � DIRECTLY BELOW T— 11 II DBL 2x STUD IN / SINGLE 2x TRIMMER BM PER PLAN I WALL ABOVE J— \ 1 CUT-BACKCZ 2x12 STRINGERS C-N1 e 12"O.C. / / ---LIV__ TIPEADER TO SIDE JAME (U.N.O.) SCALE: I":I' 0 PARALLEL FLR TRUSSES TO STUDALLQ a FLR TRUSSES TO FLU51-1 EM / STAIRS SCALE: I":1' co TIE STRAP 1- OLDOIN FLR TRUSSES TO FL1U51-I E3EAM aSCALE: 1"-1'-0" 410 SCALE: 1"=1'-0" CMST14x13'-O" 4/-FULLY NAILED w/2x4 FLAT BLKG IN GARAGE R 1G4� BETWEEN STUDS DRAG TRUSS DETAILS V M51040 STRAP NAIL STRAP PER SUPPLIER ACROSS TOP PLATES 4 FLOOR DBL.2x STUD le END 10d a 6" 0.C. TRUSS - CENTER STRAP ABOUT \,./OF SHEAR WALL)NAILED END OF PLR TRUSS. TOGETHER W/16d a 3"O.C. FLR SWIG I Z -...• PER PLAN �~ 30" 30° SIMPSON STRAP*PER HOEDOWN r l ,� CONT DBL. , SCHEDULE - TOP PLATE �I SHEAR WALL SHEATHING - Al (� SEE SHEAR WALL SCHEDULE11 ��-Z. �� _•,T 1 2x16 RIM �� _ _s ` / T MEMBER TO REEATAI 11 �1 ►� SHEAR WALL SHEATHING EDGE `tl� C gz4.cc �} �= 2x16 RIM Illiiitu�L a NAILING ;'+/-� \t,_ -'C"� REVISIONS: ,' 2x SILL PLATE - ,SEE SHEAR WALL SCHEDULE ''' C)N, FOR NAIL'S / /\ 2x16 BLKG w/ FLR TRUSSES FLR PLYIUD. CLIPS PER SCHED PER SUPPLIER 2x STUD WALL BEAM OR DBL.JST DIRECTLY ill WALL SHL G• BELOW SHEAR WALL PER WALL EDGE NAIL'G / TYPE 'A' PATE: 1130.11 \ 2x6 STUD WALL 16"O.C. IVSCALE: 1" = 11_0II CONT.2x DBL NOTES: TOP E DRAWN: R.L. I. SEE SHEAR WALL s CENTER STRAP ABOUT WALL SWIG JOE3 NO: LEN-11-119 SCHEDULE t HOLDOWN SCHEDULE SILL PLATE PER SCHED ,1' 1Od a 6"O.C.EDGES . 12"0.C.FIELD T0 ^ STR4e 5'7-AM EllFF FLR TRUSSES TO 5-EAR J4LLE0 zV INCELEVATION410 TIE STRAPM /^ SCALE: I":1'-0" SCALE: I/2":1'-O" SCALE: 1":1'-0" 1100111 __)7 O ORIGINAL SWEET SIZE: 24x36 • ROOF EDGE NAIL'G -51 9PE '� Sd66"OC.MiN 8d64"O.C.TO - �/ r BLKG. PRE-FAB ROOF TRUSSES TRI CLIP R ON Igir Ie o o, �I,CC. �qy ,\�o,5 o 2x BLK'G w/ MP34 DBL TOP PLATES �U�D 61:79' �.__ ' CLIP®EACH END \/ ' (DEPTH?O MATCH Expires: ad 6 6"O.C. DEPTH OF TRUSS) • ROOF SHT'G I ,La3T&ead &`� z �i''(;PER PLAN 2x4 FLAT OUTRIGGERS \ € �€; 648"O.C. WALL SHT'G %� (4)10d NAILS a STUD WALL gig ; Sd •b"OC. el." PRE-FAB WOODR SCI-IED �`� 11 EACH BRACE ROOF TRUSSES PER TRUSS SUPPLIER 2x4 6 48"O.G.w/ ill IZ. LIER UJALL PEPENDICl LAR .:"..4.-4.' , _____V)____ BLE. :4ii,,, ,c;a1..„o MN. CLIPS EDGE NAIL`G PER SCI-IED i` s0 ' 151 RT3A 6 EA TRUSS ed 6 6"0.C. �Z� : ;s ,/ PRE-FAB ROOF 1 . ,' s \— \/ I EDGE NAIL'G — �i, .1 TRUSSES 1/1 3 o� TRI 6 EA BLOCK ` /\ HDR PER PLAN , _, Gs DETAIL 1/53.1 2x6 BRACE 6 12"O.C. OC m 01 CONT.DBL. _ OMIT BRACE 6 PERP. INTERIOR WALL TYP. g ILI me 0 V n� r 2x TOP B c fir' HC520 CLIP rail_ ki as WALL SHT'G \/ I 6 EA BRACE WALL SHT'G / 2x6 STUD WALL PER SGHED /\ 2x4 FLAT BLOCK'G HDR PER PLAN PI6 48"O.C.w/2- I di 441- PER SCHED 6 16'"O.C. 4 DETAIL 1 153.1 EA END a,g. —fiv-- 2x6 STUD WALL WALL P�4R�4LLEL 6 ib"O.C. I I '� TI�7/P. NON-S T U C T. DISCLAIMER TIE SIGNATUFE AND STAMP FOR TF✓ESE STRUC0 PERF. TRUSS / EXT. WALL PARALLEL TRUSSES TO UJ�€LL STUD WALL ROOF TRUSS CONN. ACCO llANIRAL DR4UNh DRE18 ARE VALIDCAND LOIN ACCGFIPANIED BY A DEYELCPMRd AND LOT SPECFlC SET OF STRUCTURAL CALCULATIONS PREPARED BY FIORI COALTMG ROTIFERS LLC A O SEALED WIN A IlET STAMP AND SONATURE ET THE Gramm twee SCALE: 1"=1'-O" 0 SCALE: I"=1'-0" 0 SCALE: I"=1'-0" STAMP APPEARS CAI'NIS SHEET.CCIVIRCDON SHALT.EE MARGR'ED ONLY 11H A DR4ING SET A•PPRD,W 8Y 11E LOCAL JABWICTIGT& �— AYE II O 1 (_ 1 z O 11iII = 411. �Q 1( II 11H i <, J1 11 1t— Q G4R4C E RIG=T DET4ILS REVISIONS: DATE: 11.30.11 SCALE: 1" = 11-0° DRAIN: D.L. J05 NO: LEN-11—f9 t , 4 0 ORIGINAL SHEET SIZE: 24x36