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Plans (3) i8 MST2013 00048 MST2OI3 00101 Village at \ , , , . 71 CITY' -Pf!T5IGAR'..3'D3 \ ( I I 1/4P I I \ . BUILDING DIVISION Summer Creek ....... _ , 0 o , . 4, I 1\i/347 It /P 4 011ik A/51-c2e/ 3 - OD-0 q 1 1 1 1 11.o' - , O <(` p i 44 s r cgo 1 3 ---- C7e) /0/ I 6 1 19.0' I 19.0' @ , , -7 7 ,.... :510.ik'm < \ r■4' c, 13.5,L I 94' I 134 \ . 1 \ -1 5.0' \, Building Plan: 14 — , 1 1 f z .-/ Lots 48 & 49 49 \. \ 1 \ : Unit B-B I 48 FF/TOW 197.01 FF/TOW 197.01 I \ I ' , , GS 196.31 GS 196.31 \\ I I \ , • \ –\\ SITE PLAN 1 I TOP 196.47 TOP 196.47 • H.1110N J I \ \ Scale: 1"-101 It , II I II II I I II ' '\\ ,--\ I ; I ' <1 1 C. 44c te er F./owe/A;A eecti.% n .......," -P7 r.:s CgitetpA,k 'ch.4,-)-kicer` / 1 I ,, v <:> . ' li , _ I ____ 3.5 .,_ 7 , 1 i G , .141:640,N (224to ( . — , / // /•■ ,- ' 1 . /7 7 -- I® ,* 1 / dli ik, 0 ) 18.4'1 ___ — — — z _ _01 G _ — -- --- — — ---40— in (6 , ,,///,ll/ // ///fi/ , / / i / I gP) 0 (r) . ..%• • // 30 ' I ....,,...... .- ... .-.-• 0 1 ............. ENGINEERING ASSOCIATES CORPORATION ' 17757 Kelok Road Lake Oswego, OR 97034 —1 - - - -----lee I --Or-' TeL (503) 636-4005 Fax (503) 636-4015 SV4 5 II i I �1` �r t Viiia e at \. � t 5r�o,� 1 1 \ . S $‘G D hummer ree — �ce 1 1�3•b3 I 09 41 I`f. . 20 011Ar , I � 11.0' \ • , t�,� ii 10 DA I 19.0' j I 19.0' \ 11 I o � y I 9.4' ,�h o _I 1____ 1 \ �1. •� 3.5' \<-1 5.0' i-- , , , Building Plan: 14 I I , L JI ,, Lots 48 & 49 v :y, 7� 48 49 1 v� Unit B-B FF/TOW 197.01 FF/TOW 197.01 ( ; , I GS 196.31 i GS 196.31 } SITEPLAN TOP 196.47 TOP 196.47 \ °, > H.1a0N }1> Scale: 1"-10' I \ 1 I \ . If II 1 ) I „ C.h44 Cdeer F/ower4'A 'Pear' I I \ 1 < ( 1 3 -�7rt,s Ckjlei any `d..hw kleer' I 1 --13.5' x T__ . . i I, ; ;; ; ; ; ; : -"I 5.0' (14s,`o,\ C0,1'110 ! I I I II :C� � � �1 0 ii,.....,.. -*/ 18.4 i ___\ „:„.„ -0 L r r/i,:r:,.:;;l%:n:;'',r F,;+;'I.r.;"r:lF,±r:N'I,r'r:rJ%./j'�•ir:i�ri'f,ir.r l+r.r.pIi r/N;ri n4:.77 ln'� ,�/ / I�:1• :�f: l:X`d i:;�r;r:r'1�'ri. ;iI'rr. ..... ..................::...:;:::::..::...:. ::, ;::...:: ,.;: ' ; ...::.: .....: ..:::-�:.::::'::;: ;: —INEERING ASSOCIATES CORPORATION S gill 17757 Kelok Road Lake Owego, OR 97034 `�� Tel. (503) 638-4005 Fax (503) 636-4015 S III 1 _ 1 RECEIVED APR 15 2013 CITY OF TIGARD BUILDING DIVISION 1 6 summer creek o o BUILDING SQUARE FOOTAGE: �UII�DING 14 ST INDEX: FIRST FLOOR q2 SF BUILDING SHEETS: -� SECOND FLOOR 1280 SF 14.00 COVER SHEET N (I) THIRD FLOOR 14,10 FOUNDATION PLAN EV rM OR 1286 S / SL A5 TOTAL HEATED 2664 SF 14.20 FIRST FLOOR FLAN • '� 14.21 SECOND FLOOR PLAN ' > . .> • GARAGE 1240 SF 14.22 THIRD FLOOR PLAN • :4.i (.7 PORCH 66 SF 14.50 ROOF PLAN ,, w TOTAL AREA UNDER ROOF 5c1-70 SF 14.40 FRONT ELEVATION - CU 14.41 REAR ELEVATION 14.42 SIDE ELEVATIONS "'Id O • 14.51 BUILDING SECTIONS - UNIT S ABBREV ATI N I SYM BOL. LEGEND I ®NS L25 SECTIONS - UNITS T.4 t TA I L �� 000R TAG: UNIT o STAB DW 15HA5HER HR. HOUR REF. REFERENCE MIRROR: tt Pa-4 ADJ. ADJUSTABLE D A/C AIR CONDITIONING DWR DRAWER HIT. HYDRANT REINF. REINFORCE (D)(ING) 3068 FIRST FLOOR 46 SF B4=1.1 UNIT B = FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN = END UNIT - FRONT LOAD GARAGE ALT. ALTERNATE DWG. DRAWING IN. INCH R.A. RETURN AIR q DETAIL NUMBER HDR. 10 SECOND FLOOR 4 F 84=2.1 UNIT S - SECOND AND THIRD FLOOR PLAN - END UNIT •m. 6 5 S A.B. ANCHOR BOLT DIV. DIVISION INCL. INCLUDE(ED) (ING) R$S ROD AND SHELF DI = CIS SHEET NUMBER SIZE: FT. IN. WIDTH FT. IN. HEIGHT THIRD FLOOR 45 SF B=5.0 UNIT INTERIOR ELEVATIONS 6 S ABV. ABOVE N. DOWN INSUL. INSULATE RM. ROOM HDR. HEIGHT FOR EXT. DOORS ONLY TOTAL HEATED 1552 SF S4-4.I UNIT B - ELECTRICAL PLAN - END UNIT - FRONT LOAD GARAGE N 0 A.F.F. ABOVE FINISHED FLOOR D5. DOWNSPOUT INT. INTERIOR R.O. ROUGH OPENING UNIT S: I ARCH. ARCHITECTURAL ELEC. ELECTRICAL KIT. KITCHEN SCH. SCHEDULE °13U I LP I NG SECTION 114 I Ni,OYsi TAG: AUTO. AUTOMATIC EA. EACH LAM. LAMINATE SHT. SHEET REFERENCE: 3060 SH GARAGE 50'1 SF S2=I.I UNIT S - FOUNDATION/ SLAB PLAN, FIRST FLOOR PLAN - END UNIT - FRONT LOAD GARAGE HDR. @ -1'-10" 52-2.1 UNIT = SE AND THIRD FLOOR PLAN - END UNIT P"'"1 T Pigil I' ASPH. ASPHALT EQ. EQUAL LAV. LAVATORY SIM. SIMILAR PORCH I`7 SF S SECOND L BM. BEAM EQUIP. EQUIPMENT LAUN. LAUNDRY 5.G. SOLID GORE A SECTION TOTAL AREA UNDER ROOF 1858 SF S=5.O UNIT S - INTERIOR ELEVATIONS SIZE: FT. IN. WIDTH FT. IN. HEIGHT ^fp, ERG. BEARING EXH. EXHAUST LVR. LOUVER SGL. SINGLE Ab,I SHEET NUMBER 52=4.1 UNITS ® ELEGTRIGAL PLAN = END UNIT - FRONT LOAD GARAGE HEADER HEIGHT NOTE BET. BETWEEN EXIST. EXISTING LTG. LIGHTING SPEC.. SPECIFICATION DETAILS: FINISHED SQUARE FOOTAGE GA_GULATIONS FOR THIS HOUSE YNERE CALGU_ATED BASED N OPENING TAG: i REVIS O G Ci ° B.L. BUILDING LINE EXT. EXTERIOR LT. LIGHT SQ. SQUARE REFERENCE: ON ELAN DIMENSIONS ONLY AND MAY VARY FROM THE FINISHED SQUARE FOOTAGE OF AD.I ARCH ITEGTURAL DETAILS I > BLK. BLOCK FIN. FINISH M.B. MACHINE BOLT STD. STANDARD REFERENCE: 30"10 G.O. THE HOUSE AS BUILT. HOUSE DIMENSIONS ARE FROM OUTSIDE FACE OF STUD TO OUTSIDE AD 2 ARGHITEGTURAL DETAILS � f.�'. BLKG. BLOCKING FLR FLOOR MFR. MANUFACTURE (R) STL. STEEL FACE OF STUD. FD. FLOOR DRAIN MAS. MASONRY STOR. STORAGE OI AD.S ARCHITECTURAL DETAILS L 6 14- Approved..�{„°�l Uktr i .{" . C Gan . _ BD. BOARD L SIZE: FT. IN. WIDTH FT. IN. HEIGHT Conditionally Approved BOT. BOTTOM F.B. FLOOR BREAK M.O. MASONRY OPENING STRUGT. STRUCTURAL AD.4 ARGHITEGTURAL DETAILS 2c( �- �� Y .....t..lri;i...•[ 1 BLDG. BUILDING FLUOR. FLUORESCENT MATL. MATERIAL SIM. SIMILAR AD.S ARCHITECTURAL DETAILS ` S Letter to:£OIIow_.=•............[ I CAB. CABINET FT. FOOT MAX. MAXIMUM SYS. SYSTEM CONSTRUCTION INTERIOR ELEVATION WP 1.00 WATER PROOFING DETAILS acie' .....t...=...... CPT. CARPET FTC. FOOTING MECH. MECHANIC (AL) SHTG.. SHEATING START POINT: REFERENCE: WP 5.00 WATER PROOFING DETAILS �'��«�I Abe 1. ! Addx •- - CLG. CEILING FND. FOUNDATION MED. MEDIUM TEL TELEPHONE •� WP 5.01 WATER PROOFING DETAILS '��`�'°2��a-e(�' `(Ot �. � . -.._..: �, GLG. HT. CEILING HEIGHT FURR. FURRED(ING) MEMB. MEMBRANE T.V. TELEVISION By' _ # GEM. GEMENT FUT. FUTURE MTL. METAL TEMP.. TEMPERED START FOIN7Illlll\ WP 5.02 WATER PROOFING DETAILS 04 - .�� . ,.� _ �IliiII' WP 5.05 WATER PROOFING DETAILS GTR. CENTER FR. FRENCH MIR. MIRROR THRES. THRESHOLD ELEVATION # / SHEET # WP 5.04 WATER PROOFING DETAILS The City of Tigard and its G.T. GERAMIG TILE F.A.U. FORGED AIR UNIT MISG. MISCELLANEOUS T4G TONGUE AND GROOVE GLR. CLEAR(ANGE) F.O.S. FACE OF STUD MIN. MINIMUM T4P LINE TEMPERATURE AND PRESSURE LINE WP 4.00 WATER PROOFING DETAILS employees shall not be DLO. CLOSET F.G. FINISH GRADE MLD. MOLDING T.O.S. TOP OF SLAB WP 4.01 WATER PROOFING DETAILS responsible for discrepancies COL. COLUMN F.S. FREE STANDING N.T.S. NOT TO SCALE T.O.P. TOP OF PLATE WP 4.02 WATER PROOFING DETAILS which may appear herein. GONG. GONGRETE (GAST-IN-PLATE) F.J. FLOOR JOIST OFF. OFFICE TYP. TYPICAL GRAFT° 'I 0 LE6E1\117• WP 5.00 WATER PROOFING DETAILS COMB. COMBUSTION G.A. GAUGE O.G. ON CENTER T.BM. TOP OF BEAM . This p ermi(d Es not authorize the violation of an CONCRETE 1 STUCCO OR SAND WP 5.01 WATER PROOFING DETAILS p Y GMU CONCRETE MASONRY UNIT GALV. GALVANIZED O.H.G. OVER HEAD CABINET TPL. TOP PLATE , ® (SECTIONS) 1 (PLANS, ELEVATIONS) WP 5.02 WATER PROOFING DETAILS rights of holders of private easements. `T'iie ap- GONST. CONSTRUCTION G.G. GENERAL GONTRAGTOR O.H.D. OVER HEAD DOOR U.N.O. UNLESS NOTED OTHERWISE - , � • + o ' CONT. CONTINUOUS OR CONTINUE L. GLASS, GLAZING OPG. OPENING VEST. VESTIBULE r •' •�. GMU (PLANS 1 I SRIGK seturc shier approval before commencing.v0tk. GJT. GONTROL JOINT L.BLK. GLASS BLOCK OPT. OPTION,OPTIONAL V.G.T. VINYL COMPOSITION TILE ■I4A6A AND SECTIONS) I I I I (ELEVATIONS) ENGINEERING: CORR. GORRI OR GYP. B . GYPSUM BOARD OBS. OBSCURE V.I.F. VERIFY IN FIELD _ SI GENERAL NOTES Address posted E� 0000000 GRAVEL HORIZONTAL SIDING ��r�ss shall be �-�-�-- ar w G.W. GOLD HATER GYP. GYPSUM PNL. PANEL V.T.R_ VENT THROUGH ROOF o Oo Qo�o S2 FOUNDATION PLAN �� I �� r--- 0�00),Cgr (SECTIONS) (ELEVATIONS) - --and visible from stref.A.- w GER. CERAMIC G.I. GALVANIZED IRON P.BD. PARTICLE BOARD W.G. WATER CLOSET 53 MAIN FLOOR SHEARWALL 4 SECOND FLOOR FRAMING PLAN � IR. GIRDLE GWB. GYPSUM BOARD PL. PLATE WP. WATER PROOFING �/'�/•�/ : �� Final inspection approval is�.,�\ �\��\ SOIL - STONE 54 SECOND FLOOR SHEARWALL � THIRD FLOOR FRAMING PLAN CI] GLKG CAULKING HDW. HARDWARE PLMB. PLUMBING w/ WITH \��\�/\<\ (SECTIONS) era (ELEVATIONS) 55 THIRD FLOOR SHEARWALL 4 ROOF FRAMING PLAN w G.J. CEILING JOIST HDR. HEADER PLWD. PLYWOOD WIN. WINDOW fPf�!11i'�C� �� t� C�Ct;tlt��f1�'{!'` ENTIN6 w o WITHOUT FINISH WOOD _ _ STAGGERED SHAKE S6.0 STRUCTURAL DETAILS ,- PET. DETAIL H.V.A.G. HEATINGN / PVC. POLYVINYL CHLORIDE / _ _ - -- - - --- �--+ NA AIR CONDITIONING P.S.F. N PER SQUARE FOOT WD. WOOD ' IPA (SECTIONS) - (ELEVATIONS) S°1.4 STRUCTURAL DETAILSi'QV�C 0 DIAL. DIAGO L 5 POU DS E 5Q �� 57.1 STRUCTURAL DETAILS �. = L.) PA. DIAMETER HT. (HGT.) HEIGHT P.5.1. POUNDS PER SQUARE INCH NW WASHER AND DRYER �_��_�_ shall be on job site. Nr- STONE PERFECTION SHAKE 57.2 STRUCTURAL DETAILS DIF. DIFFUSER H.G. HOLLOW GORE P.L. PROPERTY LINE W.I. WROUGHT IRON , ��i' - : (PLANS) (ELEVATIONS) II' DIM. DIMENSION H.M. HOLLOW METAL PR. PAIR W.H. WATER HEATER City of and -- � --- PRODUCTION MANAGER DISP. DISPENSER HORIZ. HORIZONTAL RAD. RADIUS W.R.G.B. WATER RESISTANT / SRIGK To Schedule Inspections: R. DOOR H.B. HOSE BIBB RECP. RECEPTACLE GYPSUM BOARD A (PLANS) Gary Culp ; : • - - RELEASE DATE: 12/23/10 Initial inspection: Prior to •n i REV DATE DESCRIPTION fo®t� inspection . Final inspection: / \ UNIT B&C REVISIONS Arias to�building in - En 04/01/2011 0 , OFFICE COPY J a A N IT N • c., 11- -- GODS COMLIANC : PROJECT TEAM: ci A F-1,, 0 ENRAL GOD 10 S , 1 • ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, I ND I GATED, GOVERNING CODES: OWNER: PULTE HOMES = PORTLAND DIVISION z w REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH .JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 2005 OREGON RESIDENTIAL SPECIALTY CODE 16520 SW UPPER SCONES FERRY R . i A I- w • ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE . SUITE 200 SIT FLAN• c ce I SUB-CONTRACTORS. NOTED DIMENSIONS TAKE PRECEENT OVER SCALE. EACH SU - ONTRACTOR SHALL REPORT TO NUMBER OF STORIES: 5 PORTLAND, OR ci°1224 ``� A THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE WORKING DRAWINGS AND/OR cn S ii- 4 PECIFICATIONS AS DETAILED IN CONSTRUCTION AGREEMENT. SUILDING HEIGHT: 5-'010" TO RIDGE PHONE: (503)221=1151 (-z A 11-1. 0 1 A TO OR• AT THE OPTION OF THE OWNER AND SHALL BE CONSTRUCTED IN ADDITION O O X. 505 -riqq ALL ALTERNATES AND FINISHES ARE FAX: ( )222 E 7i IN LIEU OF THE TYPICAL CONDITION AS PER THE SPECIFIC JJOB SITE SELECTIONS AND ADDENDUM AVAILABLE THROUGH MAP TAX LOT NUMBER: LOTS 1¢88 m IR- THE FIELD MANAGER. PARENT PARCEL(S): ISII3CA = 00100 1 EACH SUS-CONTRACTOR SHALL SE RESPONSIBLE FOR ALL WORK AS OUTLINED IN THE SCOPES OF WORK AND 3�N3^b H1S£` MS I i • 15II3CA - 00200 v> AVAILABLE AT THE PULTE DIVISIONAL OFFICE AS INDICATED IN THE TITLE BLOCK. ... . .- SPECIFICATIONS L STRUCTURAL HARPER HOUF PETERSON RIGHELLIS INC. ::.r.. a - w I S I I SGA - 00300 .-__- 4.- __ ENGINEER: 205 SE SPOKANE STREET ,.-_� 111121111<iiirt"- --s �` . ;._.,�• ------------ -- ------- --- -- - -----�■_ � A � = t IS113GA - 01000 SUITE 200 � SW 135TH AVENUE d- PORTLAND, OR x°1202 _ "' x '��, N i, _ m �' PROJECT TYPE L��AT A RL��: PHONE: (505)221-1151 �' ,�\�` :''ice: " . 1'r .. ' o GPs �� f"i '��I�� FAX: (503)222-7 7gq n -V1F w LOTS 1616, 84=88 = SW ROSEMARY LANE S �� o-aoJ"��•� s � � ® t "'LOTS 1`1-68 - SW SAGE TERRACE N `-" P6, � 4 - `� �` a COMMUNITY NAME LOTS 6cf-85 - SW MALLOW TERRACE < , ,, ,, - �� ; ,, N TIC�ARD, OR q�225 N ::. .. � .'�`b"� �: � �� . � �� Summer Creek CIVIL PINNACLE ENGINEERING �` - 01 • `�: ,,, Q i�� ... ENGINEER: I°15� KELOK ROAD m ` ��db { � �� Qo� ��d m ? Townhomes r 1 3 .,a LAKE OSWEGO, OR q�1034 N °6� _ o LAWSON COMMUNITY ID 1 -EA.- 1:7ESC, T 0\:TRACT "A" AND LOTS I-00, INCLUSIVE, OF VILLAGE A" ' � ` P W 0000 HONE: (503)636m4005 \ , ;;O:, /ior o t / ; J SUMMER CREEK IN THE CITY OF TIGARD WASHINGTcDN FAX: (505)656°4015 y "bb�\, � q COUNTY, OREGON. 4 ® ,. mow` �ni."- GARAGE HANDING '10' �s` •alb it-10 o ` ._ Z ZQ\ \ / Dr-S NAT QNS: \ Vi" Ii 0 cc XXX , `P4 Z SPECIFICATION LEVEL \ �� 661��b..., 10. � -..�!. ,-_. o I lea sM .. n�' �, t a Z.. ' \ \ I� ` ��®1� Q.a , w PLAN NAME ~\\_ `� � •4 N NPC PLAN NUMBER \iVi: " o z LA VS0 NPLAN ID t 0000 S � �i o LEGACY PLAN NU MBER /NAME 0000 w S ,---, �\Ro `�,� ,._ ,q O q � SHEET 1 \ I, \ ...... 14.00 1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow, Kevin / COVER SHEET / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 14\BUILDING 14 COMPOSITE.DWG y 521-011 ( O 1 / \I T / 1_011 161_0.1 . j 8'-6211 21-10" 41-1211 4'-111 21-1011 81-6211 • rn / / / / / / / • V y 1 I I I I 11 -I -� I 8 -O 62 62 8-O 11 / // // / • 1 rid\=` iln,---- \ - �Q� i ice} , \ \ O ,IL) All OPT. G5 OPT. P3.03 1--1 p P5.o p O ( ' '� GONG. , GONG. CO PAD c0 FA I:7 CIS I 0 CA O ID Lo .y—T.O.F.W. T.O.F.W. 100'-0" - 100'=0'I 1 i 1 . 0 8 I5-0 8 15-0 8 r;4 / / . ////// ////// EA4E7.1 11-82-, =. 1 41 01I 41-011 1'-821' / \ ,s cr) 0 0 \. 7 O O In 1---4 O fl) in CD H-I O 0) __i O 0) i . , 1a CO Ill ILI m Zi 0 -i(1 -�(N in in iti O (A21:).1 O — — J PRODUCTION MANAGER ci) 01 Gary Culp i RELEASE DATE: 12/23/10 REV 11 DATE /DESCRIPTION Q UNIT B&C REVISIONS 04/01/2011 0 w A T.O.F.S. T.O.F.S. a I-- ♦ 1001-0" U 1001-0" s 8 0 0 6 o _@ w Q (Y� (1 w a n I O 1 ♦ ♦ w / \ w w lit 1- A\ d T.0.6.5. \-1 b S clq 1=411 I — cfc1 1-411 r A . N \ ♦ 4 w w V \ SEE / _ A . O PAGE 52.1 T.O.F.Vd. PA 6E 52.1 O (o i ccl1-211_ N __I `v PRO&CT TYPE \ ♦ \ ♦ o 0, MF 52 �I 61 A2 E32 a I COMMUNITY NAME 14.51 14.51 14.52 P1.00 14.52 N Summer Creek )'= :, 81-511 011 1011 8' 5" 11-4" E Townhomes / / / / / / o LAWSON COMMUNITY ID 101-511 sI=•1II 51=-111 101-511 / 1 a 0000 161-011 161=011 Lu / / / GARAGE HANDING 52'=011 Varies / / UNIT E3■ JOT 4 8) UNIT E3 (1..O T 4 SPECIFICATION LEVEL T.O. FOYER SL�� = 1001-0" T.O. FOYER SLAB = 100 - O z P 0 z SEE SI-IEET 54-1.1 FOR SEE SHEET 52-1.1 FOR N PLAN NAME J O AO I T I OVAL INFO. A I T I ONAL INFO Q INFO.) NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 I OJN =) /A0 IC / 5 SHEET I 14.10 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / SLAB EDGE PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 14\BUILDING 14 COMPOSITE.DWG N521-0 / - N I61m0" 16'°O" �, u), d1 w„.. Ii 1 I I \ •. . \ 1"20 0 ,-ci I c, I Q I 1.4 AD.2 O '44 cJ d) CO o 4 ® RI 0 - A17.4 pmffsi L1 0. 11111,4 I ' I [ \\/J 1^ SS h1'R ' i t . .... . , . . fa-4- 4 AD.I ' ., 1 , . C � � ,_ 0 o , in in 7-4 0 C.D CD o - o Q w m m F—' /' -________, PRODUC110N MANAGER -/----- ---_______- Gary Culp /\ /N RELEASE DATE: 12/23/10 AD.5 REV# DATE /DESCRIPTION T,, UNIT B&C REVISIONS � 0 � 04/01/2011 0 J ._ nw IF --i N Q V [ 1 c.i A III 0 Z 0 I�1 AD.I w ckrEI: ce cn . a T X 0 YP. w w V �} _� w � y cn A X 0_ A I H \ — I p,- � w I = A in ,b in . \ EL ow , —1:i " PROJECT TYPE MF 1N-- o J a. COMMUNITY NAME B2 E3 A DA BI E32 w 2 N 14.51 X4.51 AD.4V NI Summer Creek - J AIM. J D Townhomes I 0 LAWSON COMMUNITY ID Iy2 I0°5 5- 5=62 10 -5 0000 / / / / a J 16'-0" 16'-0" w cc / / / GARAGE HANDING i Varies UN I T E5 E51•4 (LOT .482 � UN I T � (LOT ) Z o SPECIFICATION LEVEL 0 z (SEE SHEET 154— I .1 O (See S1-in T 15.2-1 .1 Oi@ N PLAN NAME r7r $I TI 0N L. I O. O O I TI 0 1... IN O.) a 0 0) NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 I HS I ® ® = l AN SHEET 14.20 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / 1ST FLOOR PLAN / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 14\BUILDING 14 COMPOSITE,DWG . . t, 32 _�,� ° 1 / / O 16 —0 � 16'-0" ®®. ' • , 4 N / / / c.f) N cn : d1 . Crne) w cn O— \ \ 7:::$• A4 ti ri t . O 'N a -i CJ) -co AD.2 N 0 TYP. r--a Pill AI I AD.2 ' TYF. iia W O O - - O iY I -1 ri] x--.4 0 I I I 1 I A1:75 I 1 li ® -T-1 F it O I 1I I— I 1---1 I � O II I 1 —•+I II I 11 II - V 1- I II II AD.✓ 1 11 II— Il 1I I W 1 II II I II I PICI U.) I II Il l 11 Il TYP. 1 LJ 1 -I---� ft u. 0 c I I I I I I U I I 1 PRODUCTION MANAGER L_ I� g (0! Gary Culp n I / 4 RELEASE DATE: 12/23/10 I AD.5 -- REV DATE /DESCRIPTION 7/7 H H I 1 II TY�• - Q UNIT B&C REVISIONS !1 II o 04/01/2411 c!:. a / \ 1 1 w a cn 0 O 1 T I- z w cn 0 s T.)) L...., WI O 01* cn LA V A cn,.. A IL' o X 0 ,--:, ,-, ) et f, ® a� is A _ ° - _ A cn O a d PROJECT TYPE ---- -- -- —I ° MF 0 °- COMMUNITY NAME E3 I E31 E32 N 14.51 14.51 14.52 14.52 7) Summer Creek J Townhomes I I I I 0 LAWSON COMMUNITY ID / II00 / .4'-112" 2')(21 4-'°I12' / II O" a 0000 16'-0" 16'-0" w ce GARAGE HANDING o ��' °" o Varies a ce UNIT (LOT .44. UNIT 0 (LOT 4c1) Z SPECIFICATION LEVEL 0 (See SHEET S4-2.I 1=1014Z (See S1-1 T 02-2.1 014Z g N PLAN NAME w J A I T I O NA L INFO.) A I T I O N A L INF O• Q NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 S I - � ® = coRP I SHEET 1 14.21 (c) Copyright Pulte Home Corporation — 2009 I I I. 11 I 1 :II •, k •t 11 I l i ' :l ' : : : ' : 1 ' 'z i ► i I I - - 1 1 1 1 i i k I i11II 111 'II I I : I . / ; i k ' : I k 111'/ I l i fi O O NN'I I 0 (3) • � N car) cr. 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RELEASE DATE: 12/23/10 N REV DAIS DESCRIPTION ® / UNIT B&C REVISIONS a 04/01/2011 W 432 L.. c<J A 111, oi P5.0 V 1-- � o II 1 W Eld2 A ini ° - N7 W< (-) A MA 0 A ,- T_x Q V I Q _ A S: 12 8: 12 a: 12 a:12 "' II.- W W SLOPE SLOPE r ∎��° ; SL=OPE SLOPE i Y I Xp/��IfII//�I/� I O tn tn / jai N--- _1,./ Or I�I ' O J `V PROJECT TYPE �L Q- — z CO c Q )-\ I --=t 1---- o cn / wP5.o I g: 12 S: 1 . w COMMUNITY NAME I (ii O -• D_ N EAVE SLOPE SLOPE N Summer Creek TYF' E3 8I s I E32 E32 SI Townhomes 14.51 14.51 IOW P5.0 o LAWSON COMMUNITY ID Q 0000 W fY N GARAGE HANDING g Varies a c, UNIT (LOT M 4 8) UNIT� T S (LOT 4� o � z o SPECIFICATION LEVEL (LOT 0 o z _ 0 PLAN NAME W J Q 0 NPC PLAN NUMBER ::.:. z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 0000 ,001--- 7AN* N SHEET * 14,30 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30, 11 / Ranslow. 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FLOOR I T.O.F.5. \ ROOF TRUSSES 4 4 , SPAG I NCB PER = f=� 1 MANUFACTURERS I I I LAYOUT 1!e! �� Ga�UCu pN MANAGER FLOOR 5 - - — eVS �__ FLOOR 5 \ • fr RELEASE DATE: 12/23/10 E3 SU I LO I NG SECTION 5q -0 REV DATE DE •.: � # / SCRIPTION :� \ ,� UNIT B&C REVISIONS \\ ,/ 04/01/2011 BATH 2 I I - ALL- ,/ LI .C . —o a A Z z \ c>J Q I \ E a , A ILI 0 • \ • V= \N \ ►� H FLOOR 3 F.F. i A. \ .F. \ 3 � O_ _ _ _ ± �� El II I) FLOOR 2 O FLOOR 2 IUUUIUUIUIUU1 /� fi .1- AD.2 ► ►� X 0 O � - cn _ CI IY • N N X N N `p Ili _I N N PROJECT TYPE . 0 N zo • MF • ►� © \ r �. cn FLOOR 2 F.F. Lin. ��! 1- - _ _ FLOOR 2 F.F. *t*' I ► tom�t � ti �tt � t+'tt -�tt �t 't '- t - — - - \ _ _ - _ _ `_ - - - - - mi�r\ °" COMMUNITY NAME FLOOR I - -. - +�♦L_4t♦1♦ i�.� �l♦l _6---- �_�1 - �l♦l ,-1_ , �l♦1 .��L♦l♦ -_1. �n \ ill .11.11.1M1111 � FLOOR Nu Summer Creek Al _ „ 1 Townhomes P5 05 \ ■ _O • 0 LAWSON COMMUNITY ID 0000 \ W C7 G O Y O G H —To N GARAGE HANDING > ci-) z Varies A5 . Niiii- �♦ sI SPECIFICATION LEVEL IAIPI 00 �. y t / O•. �+FLOOR I T.0.F.S. ♦ 1 FLOOR I T.O.F.S. o z 1 1 PLAN NAME Lii 1 il 1 Q A2 Q i AD.5 WPI.00 ( NPC PLAN NUMBER ■a..r♦ ( . ♦� z LAWSON PLAN ID SUILflING SECTION 0000 E31 LEGACY PLAN NUMBER /NAME J I I I \kb. 51 C.- - i I ON5 ..______ 1 L) N I 0 _ (______ 0 1 4i) 0000 I SHEET 14.52 . (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / BUILDING SECTIONS - UNIT B (2) / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\BUILDING 14\BUILDING 14 COMPOSITE.DWG 3 FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( f f ) 5 1/2" po 16'=O' , 16'°0" ROUGH UNLESS NOTED OTHERWISE. ALL N / , EXTERIOR MALLS ARE ( t I' ) 5 1/2" ROUGH. ` '�:1721 N 2 B. ALL ANGLED PARTITIONS ARE 45 DEGREES • pI E I / UNLESS OTHERWISE NOTED. � Cn, t\ 81-62" 21-10° 4's72" 'f'-I12" 6'°Q" ( = G. ALL CONCENTRATED LOADS SHALL BE • 1'° l '� VI / / / / / / / TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID BLOCKING. 01-0" 62" 8'°O" 11-112' • 1.--.4›' / // I / / / D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING a UNLESS OTHERWISE NOTED. E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL \ \ (1E1 - f-'-=-\ \--sic- N -C3 fill - Nv OPENINGS UNLESS OTHERWISE NOTED. 0 F. POSTS AT HEADERS IN 2x6 MALLS SHALL BE I� 2 2x6 ( ) MIN. POSTS AT HEADERS IN 2x4 MALLS CtLI) SHALL BE (2)2x4 MIN. GONG. G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS p� �V 7:i PAD - AND/OR GIRDER TRUSSES UNLESS OTHERWISE CO 9 = 9 NOTED. '� CO (!) 43 CO H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, p n .0 0 S'x3' HANGERS SET SPACING I NG FOR ALL TRUSSES. cV 3x3 LO n GONG. 1 GONG. I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE FA Q PAD WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.1 SQ. FT. WITH MIN. N \ \ \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; • SILL HEIGHT NOT GREATER THAN 44 ABOVE FLOOR, PER 2008 OREGON RESIDENTIAL 111 �, ® SPECIALTY CODE. 0 J. PROVIDE FIRESTOPPINO EVERY 81-11/811 r■4'' VERTICALLY IN WALLS > 8 -I I/8 . K. ALL HANDRAILS TO BE MIN 54" - MAX 38" ABV TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" DIA. tn i!1 u - L. ALL GUARDRAILS TO BE MIN 56" ABV TREAD if) in 1 1 4 d- INCLUDING RAILS AT OPEN SIDES OF STAIRS. M. ALL GUARDRAIL BALLUSTERS TO BE SPACED W 2 G AR SUCH THAT A 4" SPHERE CANNOT PASS TAN G fig'iA,G BETWEEN BALLUSTERS. 1~ 8'-I I/8" N. ALL HANDRAILS a GUARDRAILS TO MEET 2008 0 I5'-2" x 38'-O" OREGON RESIDENTIAL SPECIALTY GODF. 0 414 sr 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE q'=11 1, I'�8 I, 4'�4" ' '°I12" I'°82" 4'-32" 6'-8" MEASURED VERTICALLY FROM SLOPED / / / / / / t / PLANE ADJOINING TREAD NOSING, OR FROM C� C FLOOR O SURFACE OF O\ O E O LANDING. 1 � 1 P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT w _ =\ \ _\ ARE SUBJECT TO RELOCATION DUE TO FIELD ' O CONDITIONS; CONTRACTOR 0 1 I -ICA STORAGE TO VERIFY. f O O - UNDER �� w-+ in rn 1 STAIRS ,-1 - - PROVIDE GYPSUM KEY: r' E----' 1 O BOARD UNDER STAIR \ - DENOTES WALLS WITH TOP PLATE GREATER THAN m I - AS REQUIRED BY 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS W O THE 2008 OREGON ® FROM FLOOR DECK TO PLATE (= 1 R SIDENTIAL GODS , , -in. - , , (A -IN - I Ln 1 In --- DENOTES DROPPED GE I L I NO OR SOFFIT ' PRODUCTION MANAGER • i Gary Culp / / RELEASE DATE: 12/23/10 ul / REV DATE /DESCRIPTION r tnQ / I IY 1 / / / UNIT BE REVISIONS / \ 04/01/2011 . 1 - - O • N O I I m z i w 7 , r L (.0 2868 w 0 \ \ LI:ji 3- A X., IL- --pi SIMPSON N 11-1. 0 w x �✓2 �✓=`i I- STRONG-TN / \ // 4 WALI—S X 0 w w I x -Tcy 80`70 OGD = E„ / \ O H . @ -V-0" O rn - N —- -IN _ C -N m z PROJECT TYPE —,._ \ \ \ In\ _1— f. \ \ MF III d),-,0 cn O � a 62 (1)f . B 1 w COMMUNITY NAME Q N Summer Creek Townhomes -4" 8'=3" I®„ g LAWSON COMMUNITY ID / / / / 3'=32" 4'6112" 2'=3" 2'=42"a 0000 10'=3 5 I , / // / / w ce 101-5" 52 I, I I GARAGE HANDING 16 =Q, / // // * Varies / 13'=112" 2" ec 0 / -O SPECIFICATION LEVEL z z 16 o / / o 4_ N PLAN NAME w J Q 0 cf) NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 1 QNT l ® A - I IONT I - Q /\ 0000 U I I Q F AN , NPr Y -' I ST I I /\ N SHEET MIRROR B4-1 .1 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT B — 1ST FLOOR — FRONT LOAD — IE — NO WINDOWS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS — MIRROR — UNIT B.DWG r FLOOR PLAN NOTES A. ALL. INTERIOR PARTITIONS ARE ( f j' ) 3 1/2" 8 1 16'=O" Ct.. ROUGH UNLESS NOTED OTHERWISE. ALL N ^I / / EXTERIOR WALLS ARE ( t t ) 5 1/2" ROUGH. a� l \I 1 I 1 -�-� 15-112 2 ® •T-+ N B. ALL ANGLED PARTITION / S O S AR E 45 DEGREES • 7-4 UNLESS OTHERWISE NOTED. Cip cr), ,„N G. ALL CONCENTRATED LOADS SHALL E • 1'-4 I 16 O Crr TRANSFERRED TO FOUNDATION VIA BEAMS, 6 -3 ci =82 / POSTS AND/OR SOLID BLOCK I N . • $-+ T®� D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING a...)4 h®°i ® 15-112 2 / UNLESS OTHERWISE NOTED. cn 0 IO'=62" 5'=5" E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL -- `c / / / OPENINGS UNLESS OTHERWISE NOTED. C 6'=3" 4'=32" F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE PO "0 / / / (2)2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS SHALL BE (2)2x4 MIN. M aGiG 6. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR 6I RDER TRUSSES UNLESS OTHERWISE o O N NOTED. � O t ' `� < b c0 J ' �'1 �p H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, p n .0. v I- O Q HANGERS ,f SET SPACING FOR ALL TRUSSES. d O Qi I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE r-i I�1 0 D 0 Q WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. r \ \ \ 1 III II , " \ % \ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; ° SILL HEIGHT NOT GREATER THAN 44" ABOVE 5' TUB/ FLOOR, PER 2008 OREGON RESIDENTIAL ," SPECIALTY CODE. E. i"> J' J. PROVIDE FIRESTOPPIN6 EVERY 8'-I I/8" /j4'• a- BATH 2 VERTICALLY IN WALLS > 8'-I I/8". ell-- m K. ALL HANDRAILS TO BE MIN 54" - MAX 38" ABV r,RO O m 2 4 Q w TREAD AND TERMINATE IN A NEWEL POST OR C7 T ®O'M 11' ' 8'-I I/8" N m T.P.B SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" q'-I I/8" q'-q" x 10'_3" © DIA. = I5'-0" x15'-6" 100 5I G X H S u- 4.1 L. ALL GUARDRAILS TO BE MIN 56" ABV TREAD o 233 SI= 2468 INCLUDING RAILS AT OPEN SIDES OF STAIRS. MATGHLINE 'A' -icy iss3 II .R, M. ALL GUARDRAIL BALLUSTERS TO BE SPACED W ., - \ SUCH THAT A 4" SPHERE CANNOT PASS T BETWEEN BALLUSTERS. E- 40S8 BIPASS �'-+ \ = . Z N. ALL HANDRAILS GUARDRAILS TO MEET 2008 �! / OREGON RESIDENTIAL SPECIALTY CODE. O 0 kn in LLI' Q 0. MIN CLEAR HEAD HE 16HT AT STAIRS SHALL BE c■ 0 8 S�R L.O 1=T - `0 6'-8" MEASURED VERTICALLY FROM SLOPED w _ - --1t-. PLANE ADJOI N I N6 TREAD NOSI N6, OR FROM 0 1 nr-__ i FLOOR SURFACE OF LAND I N '� _ 2868 6. 8'-2 3'=6 4'-32" WASHER l u - I / y / / HOOKUPS ,I —� +I II I I II I ,�/B�3. G �� _ NS" P. ALL ELECTRICAL AND MECHANICAL EQUIPMENT -�� I u -- I ARE SUBJECT TO RELOCATION DUE TO FIELD .o OPT. STACKED ! ! �� _ ,� = CONDITIONS; ® O °(12 3 O 4aI GO D) ONE• CONTRACTOR TO VERIFY. WASHER/DRYER 1 U � -icv �, . In a!P,(� rn v w i --c:--rn LAUNDRY c�' d Z 1 1 I OPEN BELOW E—a I I O1 = KEY: E—, D/W I - ,i 42 LOW q O N fl O Q �� (� � DENOTES WALLS WITH TOP PLATE GREATER THAN I SINK , It- < -J = 12 VENTED 7 il WALL a u� aj < ' _ i� - - O , „ .. t5- - O SHELF 911 8 I I/8 ABOVE FLOOR STUDS TO BE CONTINUOUS m O --ii z K m O _e 42" LOW�I - _� �� _ � FROM FLOOR DECK � 0 O 36 x6• p - 9- G TO PLATE E� - � G/8=3.0 �� i, - 911 �� i (X _ � z i U ► WALL ii ii� 't SHOW _ V i cv K I TGHEN il Il�r. r N I 2068 9 p 9L W kii d �Y a ii - ,II �+! Z �u O 0 Qc I r 2 Ta Q 0 2468 O DENOTES DROPPED m � }- � o� r O PED GE I L I N6 OR SOFFIT I T Iv , H/�°3.0 1-1 S G J _� PRODUCTION MANAGER I Lp X d CANER'S S� � is C Q z < Gary Culp r �� Q m 4 v -iN G/B=3.0 j �.a_ 1 /P■+/ / / / RELEASE DATE: 1223/10 C� ik !!!!!!!! / , / / / REV# DATE /DESCRIPTION N)0, I � / / / / UNIT B&C REVISIONS 6 �. xb WALI- 04/01/2011 4 _ O ill Vn/ K`I J 4 S� I Ida _ A N � O J -� IZ 1-1-- r- ,, — v C BROO� , 2468 A B ' V' tri GA 1 z w O i__ i I r. v O l�l fi�'S SUIT 1 - 0 DINING X Q ' _ �' Iry 11'-4" x 12'-4" '0 w q' I I/8" - m 9 157 51= �4.1.G. � 101-4" x101-0" tT5 A 0 101 5F 1 c IA- Q -i'M . •7 A — I , SCR T.Pa ■ (/),� \ \ \ \ I xi- A (V \ \ \ \ N:111 III II� \ \ _ = L —J \ \ O o PROJECT TYPE - - VIF � ° � ° ° � � o : = J 0 B2 0 p I B2 Q B I °" COMMUNITY NAME w Summer Creek N Townomes mQ CO � � J n / / / o LAWSON COMMUNITY ID S'=-0" 5'-O" 3'=0" '-12' 5'=10" W 0000 i / / / / / / / w 1, 1 , GARAGE HANDING IImO 4=112 II -O 4112/ / . / / / / !`") Varies 15-112 2 15112 2 / . / z SPECIFICATION LEVEL 16'-O" I 16'-O" / / 0 I z Jr.. 3 PLAN NAME w J Q U N NPC PLAN NUMBER O z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME 40000 JNIT SCON ' I .0CI —4 A UNT I I 0 ,0 PLAN SHEET. 1 MIRROR B4-2,1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT B - 2ND - 3RD FLOOR - IE - NO WINDOWS - FRONT LOAD / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND.)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - MIRROR - UNIT B.DWG ° 1 ° ` V N CHASE 0 .4„ N E R V N • O E T� • 1'-4" r n Ch WMSG302 136 t )r • � '� v) W3a18 W2436R 1 z \ W2136L 1/%12436R W2436L WI236L LIGHT N ,, ♦ • t-+ 1 / � � —� — \ \ 12 P-T-1 N\ ii\ ®� \ — — —A \ / / O -1 H001, Y I R0 v N 1— I I Nil / I N / d , — o V - - --II REF. 1 - - - -\ \ _ o ;�+ / 1 SPACE / • O tY e �� — i�� FI�'i s 11.4 _ i ® ° o\, --„,-,/ / i v r_< I \ / if-, , , , . , ... -,- 7 I I /%�� r--1 P"'"I -/ I/ /// / �//��///1 B24R RANGE 1713418 B24L BI2L 51536 DA ),-(:),.../ i / / / / / / / / Ayr A K I 70 HE N I S AN LVATION K 17CHEN POIACER 5ATH MALL fa ABOVE I 1 All/fmR\lik‘ i ..) , 6AS FFLC r:4 --I.:1 W .....--- \ —.4 i O a � D.V. r /R.O. R MIND E--a 4 FIR FLA E C -I .1- W w/ FLUSH 1 H HEARTH / VARIES / �; ♦ _ ♦ EXH. VEND' F I REFL<ACE PRODUCTION MANAGER MANTEL SECT ON @ FF X F AN V I EV\ Gary Culp AS RELEASE DATE: 12/23/10 SFE l IE REV 1 DATE /DESCRIPTION A UNIT B&C REVISIONS C4 .REAT ROOM 04/01/2011 0 OPTIONAL= n. W a U ,-) 0 ILI 0 \ (n F. V/ Z ^ W /\ pi (/) W d X 9 LIGHT L...., W A LIGHT ♦ - - W A c�Y VENTED O ♦ \ J X s) 6 0"x 4-2" cn 36"x 42 m MIRROR SHOWER W MIRROR _ \ DOOR v) Z PROJECT TYPE - III= I_ - o -11- l` r--�---, O - / I I \ /% N N OBE I Y a r 1.1. COMMUNITY NAME — m _ _ j ;T 5ELOw N Summer Creek `A \\ J Townhomes 1 LL o LAWSON COMMUNITY ID J VS17B3363OR VSDB86036 B36 W 0000 J W ce 3-O 5-O 3'-O" GARAGE HANDING Z Varies 0 BATH #2 e OIAINER'S o T ®A N S A T H LAUNIR.'1' SPECIFICATION LEVEL Z N PLAN NAME W J a 0 N NPC PLAN NUMBER o Z LAWSON PLAN ID lad N I T I N1-1- 1 OR a I I fl /ATNS 0000 LEGACY PLAN NUMBER /NAME 0000 SHEET MIRROR B.3.0 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow, Kevin / UNIT B — INTERIOR ELEVATIONS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS — MIRROR — UNIT B.DWG i ELECTRICAL o 1 SYVBOL KEY 0 �, N • ,� 0 N LIGHT FIXTURES c U? t\ r • r� J •R- EGESSED GAN LIGHT J R- ECESSED GAN - EYEBALL • -- L--i, (1I , ai 4- — - w GE I L I NG SURFACE MOUNT LIGHT a.)cuul 0 FS- WALL SURFACE MOUNT LIGHT 71 o rci LIGHT w/PULL CHAIN SWITCH ® WALL SCONCE `t r (,:9 FLUORESCENT FIXTURE r-� I '( LENGTH FT/TUBE) '� CJ) P O 0 LOCATE OPT. OUTLETS .0 N IN LINE � > 1 W/ L LIGHT of imwl= >'°'1 � , dt✓-IBS - - -- Is 021_51 DUPLEX OUTLET \ " / � {� SPECIAL PURPOSE OUTLET 9 4i 11 T l t ( ( (i.e. W.P. - G.F.I.) D ill III Il a 5 I/ al e _ 0 \ ` c 0 SWITCHED DUPLEX OUTLET +°12 __, I cro A.F.F.o i Q20 RANGE/DRYER 220V OUTLET ADD OUTLET AT _ _ _ � a �� INTERIOR UNITS ONLY ' L+� �4_4_, �- oNERNGEO DIRECT WIRE GONNEGTION i �R M OFT.! OFT. T ..\ OP �- \ _ — iti - - TELEPHONE OUTLET i \ t -ig)--- — ---.. ta N \ i �, , IN GATV (TELEVISION) OUTLET \ C i.�� rte. I \ = � I <<}� THERMOSTAT \ r" , \ ' _ UNDER-COUNTER OR w / \ �''/ I \`') u' ' --' CONGEALED OUTLETS OFT. ® - F O 5D OPT. SWITCHES =I . a Z \ \, SINGLE POLE SWITCH �_- \ 14-1 OFT. \ \OPTY� - - (< �2_� � \\ N \ C S3 THREE-WAY SWITCH AN� M \N 7,--7-7--T1 / 1.-O `�' 54 FOUR-WAY SWITCH I _ ®,/- � M I I— . ____ ---_,_____E„ - u 9 I /I t 5D � c USER DEFINED SWITCH I—��J 2„__ --.6 r� 1 M I SG I XTURS to ;1 ; r-r� t_ — ti v I--7 w E6 111,E° 7/ ; u ��Q I � I › �lv'� 517 'a n 4- �— 1 1 / , , — ?? I EXHAUST FAN U ;--� II II— II II Irk EXHAUST FAN/LI&HT I II II - - i II L� � V AI II 11 DN TO �--a 1 G�,I II \J �J II II / c w II ii R 'o LGHT EXHAUST FANLIGHT/HEAT � �--8- D , 11 W w ---- \ ,- � LIG�fT -� � I • SMOKE DETECTOR 1st?. I ® OSD \ -t\ ��6� I - ® � D ELECTRI G WALL HEATER PRODUCTION MANAGER �mr. , N TH Gary Culp \ PRE W I RE UP TO i \ TO a _ — _ =` , RELEASE DATE: 12/23/10 LIGHT \ 11 � PANEL ELECTRICAL PANEL fGIT - N =I I I-�T _ � \ FOR it L GJI v s� I � REV# DATE /DESCRIPTION EMERGENCY LIGHT1N OPENER `� r ail ��: II •.l�,,.; C 1 UNIT BE REVISIONS al IF I I SUTTON I I I I I EXIT 51GN g Q 04/01/2011 4))---- — — -, 1 1 -el ( — 11 0 1 J III � � -� �I \ / - BASEBOARD ELEGTRIGAL A \ — \ I �.r.��1 HEATER a -fr I - / I—` •� I DOORBELL CHIMES fl Q ELECTRIC • \ � / / 11 _ � O WALL MOUNT • 1 1 i- f�EATER / W.I .G. 1 ' E m0 /5D / \ 0 DI SP05AL I?II 1 / / sv�' 0 O W :; / tom. 1' OPT GE I L I NG FANLIGHT A I g 3 `-- HF+ \ $ \ / - - O O _ w V \ J OWN i� 5 11 q A HI�, ®�' �ININ� QUIT 1 I P FLOW LIGHT MA 0 1[0 -e- H x it- 11 � I A o - I I. I ■ in a - ELECTRICAL PLAN NOTES I (-I, w A. ELECTRICAL CONTRACTOR TO PROVIDE _ REQUIRED DI REGT HOOK-UPS/CUTOFFS. -47-- I a III ll B. HVAG GONTRAGTOR TO VERIFY THERMOSTAT c ' I I PROJECT TYPE L J LOCATIONS. z G. ALL ELEGTRIGAL AND MEGHANIGA L EQUIPMENTv, MF I.E. FURNACES,GES, A/G UNITS, ELEGTRI GAL PANEL SANITARY SUMP PITS, DRAIN TILE SUMP AND w COMMUNITY NAME a WATER HEATERS) ARE SUBJECT TO N I Summer Creek RELOCATION DUE TO FIELD CONDITIONS. D. ALL SMOKE DETECTORS TO BE IIO V w/ D Townhomes BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID NTERGONNEGTED TO ALL OTHERS, MAX 101-O” w 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE DETEGTOR PER FLOOR. MIN I SMOKE DETEGTO PER SLEEPING ROOM. �, GARAGE HANDING z Varies . E. PROVIDE AND INSTALL LOCALLY GERTI F I ED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND z SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL 0 GOVERNING GODES. 0 F. PROVIDE AND INSTALL GROUND FAULT G I RGU I TZ PLAN NAME I NTERUPTERS (GF I) AS REG BY THE NATIONAL ELECTRICAL CODE AND MEETING THE a REQUIREMENTS OF ALL GOVERNING GODES. 0 NPC PLAN NUMBER I 1 ST I ® ® SI C. 0 \t, 1 0 0 Ti=4 I ts I I Q 0 LAWSON PLAN ID . 0000 LEGACY PLAN NUMBER /NAME 0000 1 1 =2. 1 CA 1 I I ® ® " 1 MIRROR B4-4,1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow, Kevin / UNIT B - FRONT LOAD - ELECTRICAL IE - NO WINDOWS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - MIRROR - UNIT B.DWG FLOOR PLAN NOTES i-- A. ALL INTERIOR PARTITIONS ARE ( f f ) 3 1/2" O '� 16,-0" 16 -O O ROUGH UNLESS NOTED OTHERWISE. ALL �y N i I' EXTERIOR WALLS ARE ( '� '� ) 5 I/2 ROUGH. CD � N 2 151-H21 I2 B. ALL ANGLED PARTITIONS ARE 45 DEGREES • ��( I / UNLESS OTHERWISE NOTED. CIl 4I-12'2" 2'-10" 8'-62" 6'-0" '-112" • G. ALL CONCENTRATED LOADS SHALL BE • 1'� '� TRANSFERRED TO FOUNDATION VIA BEAMS, 62" 8'60" 1'�112" 8'60" POSTS AND/OR SOLID BLOCKING. • > _// / / / -� D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING 12 UNLESS OTHERWISE NOTED. E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL x6 POST OPENINGS UNLESS OTHERWISE NOTED. O ,, rte\ - - - V ♦ ♦ \U; i�; • ♦ Q F. P05T5 AT HEADERS IN 2x6 WALLS SHALL BE �4 (2)2x6 MIN. POSTS AT HEADERS IN 2x4 MALLS SHALL BE (2)2x4 MIN. �., OPT'. �+ G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS ONO. _ AND/OR GIRDER TRUSSES UNLESS OTHERWISE PAD - = O O O '� O NOTED. I 1 I - I _ CJ� CO CO ZO J H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, 5'x3' ® 3x5 HANGERS SET SPACING FOR ALL TRUSSES. ® N 0 CONC. I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE r--+ CO V PAD WINDOW IN ALL BEDROOMS TO HAVE A CLEAR Q EGRESS OPENING OF 5.-1 SO. FT. WITH MIN. I s. - N. s. ♦ - ' '. ♦ ♦ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE • ti 0 FLOOR, PER 2005 OREGON RESIDENTIAL SPECIALTY CODE. •. , o J. PROVIDE FIRESTOPPING EVERY 8'-I 1/8" r, VERTICALLY IN WALLS > 81-I 1/8 . K. ALL HANDRAILS TO BE MIN 34" - MAX 38" ABV - TREAD AND TERMINATE IN A NEWEL POST OR SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" DIA. in U; L. ALL GUARDRAILS TO BE MIN 36" ABV TREAD In tn 4 d- INCLUDING RAILS AT OPEN SIDES OF STAIRS. in In , , W — — G M. ALL GUARDRAIL BALLUSTERS TO BE SPACED 1 SUCH THAT A 4" SPHERE CANNOT PASS TAN M A ASE BETWEEN BALLUSTERS. g 8'-I I/8" N. ALL HANDRAILS a GUARDRAILS TO MEET 2005 Q Q I5'-2" x 38'-O" OREGON RESIDENTIAL SPECIALTY CODE. 0 C.D 474 5F D. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 4'=4" I'-82" q'-112" 4'632" I'a82" 01'-II2" 6 -8 , MEASURED VERTICALLY FROM SLOPED H--1/ / / / PLANE ADJOINING TREAD NOSING, OR FROM CJ� C ( O FLOOR SURFACE OF LANDING. w C„ Y f 9 P. ALL ELECTRICAL AND MECHANICAL EOU I PMENT \ - _♦ ♦ _♦ b ARE SUBJECT TO RELOCATION DUE TO FIELD � Q CONDITIONS; CONTRACTOR TO VERIFY. o 9 STORAGE - fi, O I 0 UNDER , u) in STAIRS in W PROVIDE I DE GYPSUM KAY: Q BOARD ' , 9 — ♦ UNDER STAIR 9 DENOTES WALLS WITH TOP PLATE GREATER THAN _ = - AS REQUIRED BY 8'- /8" ABOVE FLOOR - STUDS TO BE CONTINUOUS FROM FLOOR DECK TO PLATE o _ THE 2005 OREGON o ;--� .�PCI � c� RESIDENTIAL C0DE cA ` d- CI) W - -IN -IN DENOTES DROPPED CE I L I NG OR SOFF I T PR0DUCTION MANAGER / / / Gary Culp / 7 RELEASE DATE: 12/23/10 ti) / REV DATE /DESCRIPTION - I o V d / / UNIT B&C REVISIONS 1 IY I N I N ! :i 04/01/2011 (� Z A h 1 E% , co 2868 cn w H•R. 6' a a ♦ ♦ N A X / v SIMPSON 'i' I V 5-1 52" - -� STRONG : / o y/ 6 , WALLS x i i fie-- -/ :4- cf) W -IN 80°10 OGD -IN v, HDR. ® 7 -O O O O -e x CO CO m N -ice♦ I — cs + -TN♦ zo PROJECT TYPE ♦ ♦ ♦ \ ♦ to N. ifl MF 'o © _i 1 to Q B2 COMMUNITY NAME Summer Creek Townhomes o LAWSON COMMUNITY ID 10" 8'°5" I'=4" 2'=42" 2'=3" 4'=I I2" S'-52" a 0000 1 GARAGE HANDING / / , i 4'--72' i/ Ip=5 / 1 Varies 16.-0" i 1 a / c. 2" , 15'-112" / SPECIFICATION LEVEL o 16'=0" Z - � PLAN NAME J Q o N NPC PLAN NUMBER 0 z LAWSON PLAN ID 0000 LEGACY PLAN NUMBER /NAME 1 ® I QA s . . I ® \.. T ® ®®o® .iN I T a I ® L) --N, y2s\ -1- 1 O / SI A . .- 1 T a 151- I I 00i /\ N I A\ N SHEET B2-1.1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT B - 1ST FLOOR - FRONT LOAD - IE / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B.DWG FLOOR PLAN NOTES A. ALL INTERIOR PARTITIONS ARE ( ) 5 1/2 0 16 -0 ROUGH UNLESS NOTED OTHERWISE. ALL ON N ! ! EXTERIOR WALLS ARE ( 5 1/2 ROUGH. (1' NI I 2" 1 S'-112" )r , B. ALL ANGLED PARTITIONS ARE 45 DEGREES • p- E / UNLESS OTHERWISE NOTED. Cr) G. ALL CONCENTRATED LOADS SHALL BE • T--.1 '� v) , 16 -0 TRANSFERRED TO FOUNDATION VIA BEAMS, �+ or'-a22 6'-5" POSTS AND/OR SOLID BLOCKING. 1-4 / / / 2" I 15'6112" D. ALL EXTERIOR DIMENSIONS ARE TO SHEATHING UNLESS OTHERWISE NOTED. �' cn -5 10 1-62 E. (2) 2x6 HEADERS MIN AT ALL BEARING WALL I r 1 CU 0 . I Ill OPENINGS UNLESS OTHERWISE NOTED. 0♦ - - ♦ 0 4'-52�� -5�� F. POSTS AT HEADERS IN 2x6 WALLS SHALL BE 2 2x6 MIN. POSTS AT HEADERS IN 2x4 WALLS ( ) SHALL BE (2)2x4 MIN. =ct Pili G. ALL TRUSSES TO BEAR ON EXTERIOR WALLS Ct fl�GK 0 _ _ AND/OR GIRDER TRUSSES UNLESS OTHERWISE • z O O NOTED. '� c0 < Q i S'-IIT6" H. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, 0..\;1'114 I- O Q HANGERS SET SPACING FOR ALL TRUSSES. o / / O 1--- O tY I. WINDOW SUPPLIER TO VERIFY AT LEAST ONE 0 I 0 Q WINDOW IN ALL BEDROOMS TO HAVE A CLEAR Pm°111 xl-DI 1"i EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. • ♦ ♦ ( U' ♦ ♦ ♦ ♦ ♦ ♦ �I III la' ♦ ♦ DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; -J. I ' � �� SILL HEIGHT NOT GREATER THAN 44" ABOVE -' t- 1' -%' (� \ 5 TUE/ FLOOR, PER 2005 OREGON RESIDENTIAL 5050 SH O ' v� SPECIALTY CODE. II SHOWER - o , D . @ 81-0" ♦ .1- /.q7 1-411R.1-411R. k \\ � J. PROVIDE FIRESTOPPING EVERY 81-11/8" �jf� SATi-i 76 VERTICALLY IN WALLS > 8'-I I/8 . 43 / m I. I- K. ALL HANDRAILS TO BE MIN 54" - MAX 58" ABV b-- Q =t E3Er,ROOts4 2 TREAD AND TERMINATE IN A NEWEL POST OR • T.P. m 8'-I I/8" -' SAFETY TERMINALS, WITH DIA OF 11/4" TO 2" S AT ROOM _ q'-I I/8 1 .� q'-q" x IO'-3" DIA. 100 5F I5'-O" x I5'-6" -..' H.S.XG._ L. ALL GUARDRAILS TO BE MIN 56" ABV TREAD 233 5F _ -pi o ._ v _ F ., 2468 INCLUDING RAILS AT OPEN SIDES OF STAIRS. —ry MATGHLINE 'A' -� .9 1 -.--.R. Ir M. ALL GUARDRAIL BALLUSTERS TO BE SPACED t I SUCH THAT A 4" SPHERE CANNOT PASS BETWEEN BALLUSTERS. - 4068 BIPASS ,� ,�p .� _ N. ALL HANDRAILS a GUARDRAILS TO MEET 2008 _ V OREGON RESIDENTIAL SPECIALTY CODE. O C- -I 0. MIN CLEAR HEAD HEIGHT AT STAIRS SHALL BE 1 = 1 Q LOFT S4 1R 6'-8" MEASURED VERTICALLY FROM SLOPED '- 300 SH �� ♦ PLANE ADJOINING TREAD NOSING, OR FROM C I 2868 _ -,-, a i WASHED FLOOR SURFACE OF LANDING. !` 4 52 y 5 6 / 8 2 -� ♦ G. H.S. i f ii i i iii HOOKUPS P. ALL ELI=GTRICAL AND MECHANICAL EQUIPMENT 1----� Il 1 -5.0 I �I 11 -c1 ARE SUBJECT TO RELOCATION DUE TO FIELD �' tV ■ i I - Iii -..I - OPT. STACKED CONDITIONS 4 1 o 01 I c12 - _ 1 CONDITIONS; CONTRACTOR TO VERIFY. T / 4) _ / WASHER/DRYER I----� 1 N v 1,AUNi7R`tl' -� / � I 1 m Q Q OPEN BELOW 1 D/W i, p 4 ° LOW KEY: 9 c d � SINK O �i ♦ ♦ DENOTES WALLS WITH TOP PLATE GREATER THAN Q �I d II , WALL \ 12" VENTED PO *s II II 1 - _ t 0 H I uJ I, „ SHELF 8'-I I/8" ABOVE FLOOR - STUDS TO BE CONTINUOUS O - �® (n - [� 1 z -'Cl III (Y II �+ 42 LOW I 1 0 �� 1 FROM FLOOR DECK TO PLATE C O 1--� O Ei � DL F- II II � _ • x60 II II G/E=3.0 � - d _ - .11.1111 WALL 1 -' 1r V -N 11 K I TG i-E 1N1 I N IL 4 0 11 i1 2Ob8 1-1 SOWER 1 1 I ' W a d ` I L. , z Cf. Q X24 �`(°.B. iN Q I O - O �- LI_I OBSCURE I 2468 -1 DENOTES DROPPED GE I I NG OR SOFFIT O r L SO F T U H/�-5.0 2040 SH 1 PRODUCTION MANAGER 1 H 1 Z 14.7 dJ a] d O NEM'S E3ATi-I HDR. @ 6'-10" ♦ Gary Culp Icv — �/ IN / RELEASE DATE: 12/23/10 CO t� -�- T.P. O al . 1 I�' i c� CO tp /% j REV DATE /DESCRIPTION )� R7 ��:.!;.,� / UNIT B&C REVISIONS � II 11 (0 \/ �LZa 7 01, �� = 2x6 WALL • ♦ 04/01/2011 1L Ln 1 = T o _1 �. J (y O♦ I Ii J D_ - (' : 0 � � I Cn BROOM 2468 c A n O GAE I V• z _ w ♦ _ �, n 1 w JI = O"N 's SUIT 1I cO .d- •� d 0 �8��I 1/8"�- - 1- I., 9 = N �r K r, I N I N� 6050 DEL. SH I 11'-4" x I2'-4" m w y 0 m or-1 I/8'. HDR. @ 8-O JN.I.G. 131 5F N CLl x 101-4" x 10 1-0" I N A �J 7c II- c 0 1015F T A aT.P. o o CA `�' I X `NI _ _ z PROJECT TYPE ♦ _ ♦ L----1-1 _ _ __ ♦ ♦ U) O ° MF A_ _ m � o O I Ii O O O °' B I Q © B2 w COMMUNITY NAME EI � � B2 0d O I " Summer Creek -.-- O Ii -.-- I m0 IY -.-- o -.-- J Q Q 5'-6„ 5'-6„ Townhomes o LAWSON COMMUNITY ID 31-0" 5'-0, 3�_0�� 0000 5 _1O� _12' W / i ! ! / / d w 1„ � 1 v GARAGE HANDING 4-112 II -O 4-II2 II -O 0 / / / ! / ! z Varies jr i IS'-II-2" a IS'-I1 " o / 4 ! z SPECIFICATION LEVEL 0 I 16 _0 16.-0" E , / 1 z Jt. (f) PLAN NAME w J Q (_) NPC PLAN NUMBER 1/)0 z LAWSON PLAN ID — 0000 LEGACY PLAN NUMBER /NAME 000 I 51--- C- CIN AN . N1 -.7 I ,040 1 AN SHEET B2-2.1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT B - 2ND - 3RD FLOOR - IE - FRONT LOAD / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B.DWG f • ° 1 NN GHASE 0 :22,__4 N 7FOR VENT '_4 Cl) WMsG30o 136 )1 / • !� zi Q1 W2436L ■2436R W2136L I / \ W2436R 1A13118 W1256L LIGHT /�i /I K ' -- / / `\ - - - i 1 \ y� 1 i I / / (:::) ci) 0 R0/ / W O- — — — H'OO]� ——— �— I / —�—— � M I RR® �'°� NI I/ 1= I I=i r 1. \\ ;-.4 Cl.) - ;i SPACE ♦ i - �� L''. .r71 v _ --h- - . \\\ cn 11 cc) , v\\\A HEii1 , 1 � 1� i v , 1 / v , \ N 0 X\\ \. I I , Co � _ _ , p...1\ \ ,, \ J. ' , ,��A A\ / \ �\ / I \\\V\\ , _,i . . S24L DB418 RANGE B24R B12L Dili SB36 2i_0 1' 6 2'_6,, 2�_0� O'. 21-O" 1. 0.. / / / / / / / / r:4' A KI TCHEN1 5 K I TCHEN K I HEN 107.) FOIACEIR BATH RECESSED a" AE0VE I / / . - - Alli/i/Illk -,- - GAS FFLG \ 1 w 567, E).�. 1 - R.O. FRAMING I RIG / N W W 1"1/ FLUSH FIREFLAGE EXH. VENT . H HEARTH I — 1\ \ PRODUCTION MANAGER MANTEL SE T I QN @ =FAG FLAN V Eli Gary Culp AS . RELEASE DATE: 12/23/10 SPED I F I ED REV# DATE /DESCRIPTION Q UNIT B&C REVISIONS 1 e ORE AT ROOM —. 04/01/2011 0 J OT I ONa w A Q V N A IU \ O 1 H W cn 0 1 W a w LIGHT 1 1 w 1 LIGHT \ i y A ILI 0 7c 11— \ \ \ _ ®"x 42" 1-cn lij J 56"x 42" MIRROR in DOOR N Li 0 m MIRROR - \ N PROJECT TYPE O \ r o - - MF- - 1 T T q. 177 4 1----\--i o COMMUNITY NAME 1 - �\ /�i. \ EE L O \- - -- > ( Summer Creek o LN I \ / I \ / J N.1 IVi,L. \� ---- k--- E Townhomes \ 0 LAWSON COMMUNITY ID V5D53363OR VSDB86036 B36 W 0000 w oe GARAGE HANDING 3'-O' / / 51-0" / 3'-0" Z 1 Varies 0 0 C) ® N S SAT LAUNSI' SPECIFICATION LEVEL SAT ®� ll�i o 0 z 0 PLAN NAME w J Q co to NPC PLAN NUMBER O ? LAWSON PLAN ID JNIT T? I I I ® E--:--- 1 EAT I ® S 0000 LEGACY PLAN NUMBER /NAME 0000 SHEET B-30 , . (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / UNIT B — INTERIOR ELEVATIONS / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK T0WNH0MES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS — UNIT B.DWG b , - ELECTRICAL o SYVBOL KEY :-F-2_,N O N L I GHT 1 I XTURES • rr �� REGESSED GAN LIGHT t,J LJ RECESSED GAN - EYEBALL • r-.1 !i754 -EI) CEILING SURFAGE MOUNT LIGHT (2) Ct.n 0 FS- WALL SURFAGE MOUNT LIGHT rid O O rd -`irYPE LIGHT v4/PULL CHAIN SWITCH a • ft ® WALL SGONGE ` . FLUORESGENT FIXTURE ' ' (LENGTH FT/TUBE) CIS - - I OUTLETS O o N :PT. 7 O I LOG ATE G I / I N LINE DUPLEX OUTLET Lel GFI-V4 W IGHT BFI-NF _o'_ _J+-5 /T-- CD , / LIGHT j SPECIAL PURPOSE OUTLET,et \ � 1 p pl �I III �0 (i.e. W.P. G.F.I.)411 5 S // "L f( 0 SWITCHED DUPLEX OUTLET* +12' / / oi p ,�,F F ® `- E2O RANGE/DRYER 220V OUTLET° ADD OUTLET AT I T, r,.'_ — 1 D aATH 2 APPLIANG Q INTERIOR UNITS ONLY P+� -41 POWER DIREGT WIRE GONNEGTION /�� L,- J 15E�R®OM 2 OPT. \OPT. / [ r� -QOPT.r•J — --- TELEPHONE OUTLET / — � � / IN GAN (TELEVISION) OUTLET -E11 `'t -D THERMOSTAT /I •� / w \ l J��I``�� I / .,.. " / _ -� _: UNDER-COUNTER OR \ \ I I -L, 'Cl- -- CONGEALED OUTLETS OPT. LJ g \ OPT. 5D r„ 11, GR�A°I� 11' \ N 'ROOM - - _ SWITCHES -e- r' \ / / SINGLE POLE 5WITGH + / � � __ L,- 1 �,J BFI •� OPT./ V/ OPT. ter- 53 THREE-WAY 5WITGH O / / A + + / --- 1 ��' � � L=®�T r -in I i -1 ' S FOUR-kW( SNITCH ' TAN��'1�1 z i � 4 I-- �ARA i1— �/ / — \\O I 4' ='(1 11 V - ' _,41 � _`nom 5D - SPE USER DEFINED 5WITGH _l z_ I �_-• MI FIXTURE - SG S 4(t ® - ,1■1"1-�- / ®S: \ I , — Ka I Q% E no EXHAUST FAN U ;� I y. I EXHAUST FAN/LIGHT U,, I I I , UN TO , I Lt. - i -_,,,,, w r?„, 1 , - - \_,),-,, � IJ � LIGHT ia Ii Iu I ro I LJ EXHAUST FAN/LIGHT/HEAT ►W-a W�� I ,� LIGHT H-F__I__, 1 caltm ® 1 - r _ • SMOKE DETEGTOR / I 15 ®W N R' PRODUCTION MANAGER ` �`I• � � ELEGTRIG WALL HEATER Gary Culp a Y P / 1 1 q '"III UP TO UP O ' �� -- — — P ELECTRICAL PANEL RELEASE DATE: 12/23/10 LIGHT PRE W I RE / LIGHT _ I TG # � �F i i j , REV I DATE /DESCRIPTION 0] iv FOR „ u EMERGENCY LIGHTING �J :- UNIT B&C REVISIONS OPENER / — — \/ ��— — 4 I f BUTTON .. , I EXIT SIGN A 04/01/2011 / 1/2011 II 71 (-EX� o // C / i_ h �� BASEBOARD ELEGTRIGAL J A'SS 53 / \ HEATER S- I-- I1 I 4 ° - / `\ I I \ IL J DOORBELL GRIMES c., Q Hi 0 ELEGTRIG 1 ,, i L hl.I . . \ n 0 DISPOSAL �0 Q �— 1 WALL MOUNT \ 1 HEATER i BD\ 5' 0� _ \;L: � ® Ifr_ ___#, ,1 0 OPT GE I L I NG FAN/L I HT N A X 15 rn - \ W Ot 11- T r1� 11 R s E, / LJ SU I Tn ir, FLOOD LIGHT A 0 I r,Ii 111∎1 D� Y� _ I I r S, o I A I - -n = - ELEGTRIGAL PLAN NOTES '71 0_6 1 . I 1 A. ELEGTRIGAL GONTRAGTOR TO PROVIDE Y A REQUIRED D I REGT HOOK-UPS/CUTOFFS. , \.. 40. -i 4ici M cl) I i i i Iii B. HVAG CONTRACTOR TO VERIFY THERMOSTAT N± I I LOCATIONS. PROJECT TYPE G. ALL ELEGTRIGAL AND MECHANICAL EQUIPMENT VIF (I.E. FURNACES, A/G UNITS, ELEGTRIGAL PANEL SANITARY SUMP PITS, a DRAIN TILE SUMP AND COMMUNITY NAME WATER HEATERS) ARE SUBJEGT TO W O N Summer Creek RELOCATION DUE TO FIELD GOND I T I ONS. D. ALL SMOKE DETECTORS TO BE 110 V w �- Townhomes BATTERY BACKUP, WIRED IN SERIES, o LAWSON COMMUNITY ID INTERCONNECTED TO ALL " O LL OTHERS, MAX 10 O w 0000 FROM ALL BEDROOM DOORS. MIN I SMOKE J DETECTOR PER FLOOR. MIN I SMOKE DETEGTO PER SLEEPING ROOM. GARAGE HANDING E. PROVIDE AND INSTALL LOGALLY CERTIFIED Z Varies . SMOKE DETEGTORS AS REQUIRED BY NATION? FIRE PROTECTION ASSOCIATION (NFPA) AND z SPECIFICATION LEVEL MEETING THE REQUIREMENTS OF ALL 0 GOVERNING GODES. o F. PROVIDE AND INSTALL GROUND FAULT G I RGU I T z PLAN NAME INTERUPTERS (CFI) AS REG BY THE NATIONAL I ELECTRICAL CODE AND MEETING THE 6 REQUIREMENTS OF ALL GOVERNING GODES. 0 NPC PLAN NUMBER -----7:=7:1----- I RS' ==----- 00 SEC, ON 1- 1 I� ® ® ° CIO THI I l ? LAWSON PLAN ID LEGACY PLAN NUMBER /NAME Q000 I— L --- ------=- 71CA .... .... — , ( CI .-----; AN SHEET _ B2-4.1 1 , (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30, 11 / Ranslow, Kevin / UNIT B - FRONT LOAD - ELECTRICAL IE / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\UNITS\UNIT PLAN SHEETS - UNIT B.DWG o1 o • 0 N :-:it,,), N • � (2) LAYERS 5/8" `') 8 8 TYPE "X" EXTERIOR 8 • rasa( '73 AIR SPACE (2) LAYERS 5/8 I AIR PAGE GYPSUM BOARD ON I" AIR PACE > -, TYPE "X" EXTERIOR (2) LAYERS 5/a" SPACED 2X4 STUDS (2) LAYERS 5/8 • ;_, 10 GYPSUM BOARD ON TYPE "X" GYPSUM 16" O.G. 0 TYPE X GYPSUM P-T-1 CORROSION SPACED 2X4 STUDS BOARD ON SPACED RESISTANT ( I 16" O G I CORROSION 1 BOARD ON SPACED I ■ 1 2X4 STUDS 16 O.C. ► I ■ RESISTANT METAL S I/2 SOUND I 2X4 STUDS 16 O.G. METAL I _� I AIR SPACE ►1 I ATTEN. ►� 1� FLASHING I 1. , ►. AIR SPACE �� 1. I FLASHING BLANKET ► I 1 O • • - AIR SPA E 1 ►; FIRE SAF I NG ► ► I FIRE SAF I NG ► G PORCH • ., • STAPLED I N PLACE • STAPLED N PLACE @ ► ►� I 41.1ral'� I ► ;�j FIRE SAFING SLAB : 10 O O.G. E/W TYP 4 REINF. GONG. 101=0" O.G. E/W TYP UNIT PLR. , STALLED IN PLACE M E-..: al .� i m[ F.T. 2X4 SILL ELATE SLAB ,4� :�„ ill P.T. 2X4 SILL ELATE �!� �!� I_ � •► 1. .•► PIS ► s►.� F.T. 2X4 SILL ,� ' I p i 0 ON SILL SEAL ER W/ _ I PLATE ON SILL ON SILL SEALER W/ 1 I . — I I z III 1/2 A. BOLT @ 48 0 I/2 A. BOLT @ 48 — — -t cry 1 • I n c. SEALER W/ 1/2 A. O.G. ♦� I O.C. I •� I o ♦ d B T 4 d .. d OL 8 O.G. N O " 4 111 -I I 4 In 0- P---4 "2 P-q — P i MIL ►♦j I - PORCH SLAB 6 MIL V.B. IT 0 1 In�i Z I 1 1 1 1 1 I BARRIER ;♦; 1 V I I I I SAND 2 �4 J 4" REINF. SLAB ON 1 . Mill V ' UNDER 2" �:4 p j jr — — — — GRADE - ♦ V 1.I SAND ►. F > , I1III ' ' p , I1I1 , ♦� I �'' ♦, I ►♦� ( MIL V.B. �.�' CENTERLINE OF .♦� CENTERLINE OF I 4 ♦� o I CENTERLINE OF 4"P' 4" PARTY WALL, ALSO �—� 4"9 4" PARTY WALL, ALSO ►� 4„ 4 / /r PARTY WALL ALSO D PROPERTY LINE ► ; / / PROPERTY LINE ►! / / 8„ b r „ b p LROPERTY LINE / I, 8 1 V I � V � SEE STRUCTURAL G=__ SEE STRUCTURAL c=_�•�J SEE STRUCTURAL FOUNDATION PLAN FOUNDATION PLAN A FOUNDATION PLAN FOOTING SIZE AN FOOTING SIZE AND _ FOOTING SIZE AND E D CJ) I _ REINFORCING REINFORCING _ REINFORCING ,—1 VIII I mill I < E-4 0 PARTY MALL FOOTINS PARTY WALL FOOTING PA FALL FOOTING ._ AT PORCH TO PORCH SCALE: I-1/2"--I'-O” AT HOUSE TO PORCH SCALE: I-1/2"--I'-O” AT UNIT TO GARAGE SCALE: I-I/2"=I'-O" V w V PRODUCTION MANAGER Gary Culp RELEASE DATE: 12/23/10 REV 1 DATE /DESCRIPTION Q UNIT BE REVISIONS 04/01/2011 0 a J n w Q J U . Q" A l ..1 0 1 CJ 0 I" AIR PAGE w 0 8" \\ (2) LAYERS 5/8" w �' _ I' TYPE "X" GYPSUM W X 0 " AIR FACE BOARD ON SPACED N (2) LAYERS 5/8 �. 2X$ STUDS 16" O.G. w TYPE X GYPSUM BOARD ON SPACED `) A 11-1 0 S 1/2 SOUND W 2X4 STUDS 16" O.G. ► �' X �- ATTEN. � FI RE SAF I NG II` 5 1/2 SOUND AIR SPACE ATTENUATION BLANKET STAPLED I N ► ► BLANKET ' FIRE SAF I NG PLACE @ 1 O -O ► ►� T w�._ P. . 2X4 PLATES ON w GARAGE � ` - STAPLED IN PLACE @ O.G. E/W TYP 1 4 SILL SEAL W/I/2" A. N A PLR. 1O -O O.G. E/W `fiYP � .. s w M BOLTS @ 48 O.G. EA, x .' W/ F.T. 2X4 SILL PLATE oI .. A N■,• ► `.i PROJECT TYPE I ' 'J) ON SILL SEALER W/ V v I 1 PLATE Z R°21 BATT I ! 1/2" A. BOLT @ 48" 14 I 1 al i ►,7 ° MF INSULATION •' I O.G. ;♦; I ;, o III > � 4 III COMMUNITY NAME 2X6 P.T. SILL I I I �b n\ fi CORROSISTANT - - -x— -� — D I — —,— #- � I I �, ►� 4" REINF. GONG. J Summer Creek PLATE ON SILL � METAL FLASHING I 4 REINF. SLAB ON ►♦� r S 5" Townhom SEAL �� I J — GRADE ►♦� I I ►, LAB e5 6 MIL VAPOR * I — - - - - ►�� L J ►� MIL VAPOR o LAWSON COMMUNITY ID (2) 444 GONT. TOP OF ►4 BARRIER UNDER 2 W 0000 BARRIER UNDER 2 �♦ .SAND ••� I�IALL 6 MIL. vAPOR ♦ H SA D ° BARRIER — ,. I •4 • .�° .n i< SEE STRUCTURAL FOR ♦� �� N GARAGE HANDING I I REINFORCED FOOTING, ►� I �4 ° ' •. TIE�DOWNS SPECIAL CENTERLINE OF ►4 4 4" ►H 3 Varies !� H I I NAILING OTHER NOTES / 4"\71 4 �/ PARTY WALL, ALSO A �� v �� 1/2 A. BOLT • ►� 0,4 o ♦ J ♦ SPECIFICATION LEVEL PROPERTY LINE 45" O.G. � FIN. GRADE ►� 8 ►� z b 8 , ♦, ° R-I5 RIGID I SUL" MONO-POUR OF FND. I ►♦� I 44 ALLOJNED OPTION I I N PLAN NAME 4 i \ 11/ pv CLOSED STORM DRAIN p/ / V , 7 V •I p `✓) NPC PLAN NUMBER L ° ° F TER FABRIC OVER c - SEE STRUCTURAL C — _ / • I.° ERFORATED FOUNDATION FLAN z V o z LAWSON PLAN ID ° . 1 _,° 3. • RAINAGE TILE IN 1 FOOTING SIZE AND 0000 .'�° GRANULATED I I SEE STRUCTURAL LEGACY PLAN NUMBER V o. • _ REINFORCING /NAME ° o 11 BAGiGF ILL - _ FOUNDATION PLAN I _ 0000 III. FOR FOOTING SIZE I"IALL ASSEMBLY PARTY IAIALL AND RE I NFORG I NG FOOTINE' P ARTY V'IALL FOOTING SHEET . 6 PARALLEL TO PROPERTY LINE SCALE: I"=I'-O" AT GARAGE TO GARAGE "_ '- - SCALE. I I/2 I O AT UNIT TO UNIT SCALE: I-I/2 -I-O AD.1 (c) Copyright Pulte Home Corporation - 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / AD.1 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG A . ! \:-RA \ O 1 N 0 �, N � N 4'=O" MIN. 4'=O" MIN. • / / , k USE F I RE • Pi 'Li RETARDENT PLYWOOD APPLICABLE "GENERAL EXPLANATORY NOTES" SHEATHING W/I N 4 GYPSUM ASSOCIATION FIRE RESISTANCE STAN GE DES I N • t-, N OF PARTY WALL MANUAL, 15TH EDITION • IT.) cn 0 NOTE I ! I I. NAIL DIMENSIONS INCLUDED IN SYSTEM ROOFING ON X30 DESCRIPTIONS THROUGHOUT THIS MANUAL SHALL 0 COMPLY WITH ASTM F 54-7 OR ASTM G 514. OTHER ,� po rid ,I4 B.P. ON PLYWOOD NAILS, SUITABLE FOR THE INTENDED USE, AND HAVING ►� ,, ai SHEATHING �--, . ' � DIMENSIONS NOT LESS THAN THOSE SPECIFIED IN THE CU DESCRIPTIONS IN THIS MANUAL SHALL BE PERMITTED „ FIR SAF INS STAPLED EASE LAYER 5/8 TYPE X GYPSUM E AS SUBSTITUTIONS. �., ® WALLBOARD OR GYPSUM VENEER BASE IN PLACE 10'°O" HORIZ M r4P APPLIED AT RIGHT ANGLES TO EACH AND VERT. 2. FASTENERS INSTALLED ALONG THE EDGES OF '� SIDE OF DOUBLE ROW OF 2 X WOOD GYPSUM BOARD SHALL BE PLACED ALONG THE , '�"�PA PER BOUND EDGES ON THE LONG DIMENSION OF THE cc ,'STUDS 16 O.G. ON SEPARATE PLATES I n LOCATION: 2 HOUR PARTY WALL ► BOARD. FASTENERS AT THE END SHALL BE PLACED APART WITH 6d COATED NAILS I-`1/8 ALONG MILL OR FIELD GUT ENDS ON THE SHORT�,ASSEMBLY: WP 3820 1 LONG, 0.085 SHANK, I/4 HEADS, 24 DIMENSION. FASTENERS ON THE PERIMETER OF THE GYPSUM ASSOCIATION j O.G. FAGS LAYER 5/8 TYPE X GYPSUM LAYERS 5/8" TYPE BOARD SHALL BE PLACED ALONG BOTH EDGES AND P1 1 WALLBOARD OR GYPSUM VENEER BASE ( ) DESIGN ,► �� ,� ENDS. 1 X GYPSUM BOARD MANUAL 11TH EDITION . APPLIED AT RIGHT ANGLES TO EACH ■� SIDE OF WITH 8d COATED NAILS 2-5/8" EACH SIDE OF I�BL PROVIDE PREMFR. STUD SPACING AND SIZE i LONE, 0.100" SHANK, 1/4" HEADS, 8" O.G. ROOF TRUSS SCHEDULED 3 SCREWS MEETING ASTM G 1002 OR ASTM G q54 ( 1 SCREENED VENTED SHALL BE PERMITTED TO BE SUBSTITUTED FOR 1 SHEATHING PER STRUCTURAL 2X STUDS ►1 BLOCKING PRESCRIBED NAILS, ONE FOR ONE, WHEN THE HEAD DRAWINGS) • JOINTS STAGGERED 16" EACH LAYER DIAMETER, LENGTH AND SPADING EQUAL OR EXCEED II 5 1/2" SOUND AND SIDE. SOUND TESTED WITH 5-1/2" COMPOSITION THE REQUIREMENTS FOR THE NAILS USED IN THE TESTED SYSTEM. ATTENUATION BATTS rr GLASS FIBER INSULATION STAPLED TO R 41 BATT INSULATION ROOFING ON S0#STUDS IIN STUD SPACES ON ONE SIDE FIRE RATING. 2 HOUR _ B.P. 4. VERTICALLY APPLIED GYPSUM BOARD SHALL HAVE I AIR SPACE AND WITH NAILS FOR BASE LAYER THE EES PARALLEL TO FRAMING MEMBERS. S.T.G. RATING: 55 TO 5Q (SIMILAR TO WP ► SPADED 6" OG. HORIZONTAL BRACIN 2X TRUSS TAIL HORIZONTALLY APPLIED GYPSUM BOARD SHALL HAVE 1 REQUIRED AT MI -HEIGHT. (LOAD 5810) 2 LARS 5/8 GYPSUM BD. � THE EGES AT RIGHT ANGLES TO THE FRAMING 1 EARIN PREF1N. FLASH G. TO► .� MEMBERS. INTERMEDIATE VERTICAL FRAMING 1 2 LAYERS 5/8" GYPSUM B . GUTTER MEMBERS ARE THOSE BETWEEN THE VERTICAL EES SIIIII > - I �►1611111 At. ....,„........-____. � OR ENDS OF THE BOARD. 3 I/2 FIIBERGLASS SOUND ATTENUATION FMC EMI BATTS PLACED BETWEEN STUDS. �' GYPSUM BOARD I wo 5. UNLESS OTHERWISE SPECIFIED, THE FACE LAYERS 7 • OF ALL SYSTEMS, EXCEPT THOSE WITH Jji HOLD INSUL. DON 1 PREEORATED OR METAL COVERED SURFACES FIRE SAF I NS STAPLED W/ BAFFLE TO • SHALL HAVE THE JOINTS TAPED (MINIMUM LEVEL I AS EXTERIOR SIDE: ONE LAYER 48" WIDE ►� SPECIFIED IN GA-214 RECOMMENED SPEGIFIATION 1 m HORIZ VENT AT AVE m 5/8 TYPE X EXTERIOR GYPSUM ►` N PLACE 10 O E PRE1=1 N. S.M. ► LEVELS OF GYPSUM BOARD FINISH) AND FASTENER raj SHEATHING APPLIED PARALLEL TO 2 x 4 AND VERT. GUTTER HEADS TREATED. BASE LAYERS IN MULTI-LAYER WOOD STUDS 24" O.G. WITH I°5/4" I/2" SOUND �� SYSTEMS SHALL NOT BE REQUIRED TO HAVE JOINTS Cr) LOCATION: 1 HOUR FIRE WALL 1 GALVANIZED ROOFING NAILS 4" O.G. AT ► ATTENUATION BLANKET V1 TAPED.VERT GAL JOINTS AND `1 O.G AT V1► V ASSEMBLY: WP 8105 ►1 INTERMEDIATE STUDS AND TOP AND W_ `�r� 2X4 STUDS I O.G. v • 6. WHEN A FIRE RESISTANCE RATED PARTITION �+ GYPSUM ASSOCIATION EXTERIOR SHEATHING jM BOTTOM PLATES. JOINTS OF GYPSUM ►' 2 LAYERS 5/8" TYPE R�21 BATT INSUL. EXTENDS ABOVE THE CEILING, THE GYPSUM BOARD W T ( ) JOINTS OCCURRING ABOVE THE CEILING NEED NOT H ATHIING MAY BE EFT UNTREA ED. BE DESIGN ► 5 E L ► X GYPSUM BOARD ON TAPED WHEN ALL OF THE FOLLOWING CONDITIONS ARE t—+ MANUAL IgTH EDITION EXTERIOR CLADDING TO BE ATTACHED � THROUGH SHEATHING TO STUDS. — , ► I SPACED 2X4 STUDS I6 MET. ,�STUD SPACING AND SIZE (I) RIM JOISTS ►� ►� O.G. R-2I BATT INSUL. < ( 2X STUDS INTERIOR SIDE: ONE LAYER 5/8" TW BLOCKING ►� I �� a) THE CEILING IS PART OF A FIRE-RESISTANCE PER STRUCTURAL ► ' I ' AIR SPACE GYPSUM BOARD RATED FLOOR-CEILING OR ROOF-CEILING SYSTEM. GYPSUMI WALLBOARD, WATER-RESISTANT .DRAWINGS.) �� I t►� b) ALL VERTICAL JOINTS OCCUR OVER FRAMING 3 1/2 SOUND GYPSUMf BACKING BOARD, OR GYPSUM (� FIRE SAF I NS STAPLED E-4 ATTENUATION BATTS VENEER BASE APPLIED PARALLEL OR ►•'s MEMBERS. ■ ; IN PLACE 10®O HORI Z c) HORIZONTAL JOINTS ARE EITHER STAGGERED U FIRE RATING: I HOUR AT RIGHT ANGLES TO STUDS WITH 6d , , LD.I AND VERT. 24"O. .. ON OPPOSITE SIDES OF THE PARTITION, OR �,COATED NAILS, I-7/8 LONG, O.O NAILER BLOCK FULL ARE COVERED WITH STRIPS OF GYPSUM BOARD NOT SHANK, I/4 HEADS 7 O.G. LENGTH LESS THAN 6 INCHES WIE OR THE PARTITION IS A I LAYER 5/8" GYPSUM BD. (LOAD-BEARING) RIM JOIST TWO-PLY SYSTEM WITH JOINTS STAGGERED 16 OR 24" U '� TYP. FULL LENGTH AND 1 LAYER 5/5" GYPSUM BD. II■j i r d) THE PARTITION IS NOT PART OF A SMOKE OR '! NAILER BLOCK @ 1/ SOUND CONTROL SYSTEM. 3 I/2 FIBERGLASS SOUND ATTENUATION � � CEILING WHEN �..∎ �: ► SCHEDULED SIDING ►• BATTS PLACED BETWEEN STUDS. PARALLEL WHERE JOINT TREATMENT IS DISCONTINUED AT OR ON AIR INFILTRATION I LTRAT I ON JUST ABOVE THE CEILING ► ► LNG LINE, THE VERTICAL JOINT GYPSUM BOARD I PRODUCTION MANAGER RR ON SHALL BE GROSS TAPED AT THIS LOCATION TO 1 ► � � BA I ER O SPEC. 1 GYPSUM BOARD Gary Culp REDUCE THE POSSIBILITY Y P ► ► � SHEATHING S BILITY OF JOINT CRACKING. ■ ► ■ YPSUM BOARD °' 1. METALLIC OUTLET BOXES SHALL BE PERMITTED TO RELEASE DATE: 12/23/10 • .■ ► (2) RIM JOISTS p R°21 BATT INSUL. BE INSTALLED IN WOOD AND STEEL STUD WALLS OR ► ►� (I) ROW BLOCKING REV DATE /DESCRIP110N PARTITIONS HAVING GYPSUM BOARD FACINGS AND �� ►� ► CLASSIFIED AS TWO-HOUR OR LESS. THE SURFACE UNIT MC REVISIONS V1 ► ►f AREA OF INDIVIDUAL BOXES SHALL NOT EXCEED 16 0 L 04/01/2011 ► SQUARE INCHES. THE AGGREGATE SURFACE AREA OF F- ,nI_ o ► 3 I/2 SOUND THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES IN a ATTENUATION B–ANKET ANY 100 SQUARE FEET. BOXES LOATED ON w / OPPOSITE SIDES OF WALLS, OR PARTITIONS, SHALL B► SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF (I) RIM JO I STS ►� (2) RIM JO I STS 24 INCHES. APPROVED NONMETALLIC OUTLET BOXES 0(2) ROW BLOCKING ►� (I) ROW BLOCKIN SHALL BE PERMITTED AS ALLOWED BY LOCAL GODS.►. S. WATER-RESISTANT GYPSUM BACKING BOARD SHALL w ∎■∎ BE INSTALLED OVER OR AS PART OF THE L FIRE-RESISTANCE RATED SYSTEM IN SHOWER AND TUB a ;I FIRE SAF I NG STAPLED w Hi I� AREAS TO RECEIVE CERAMIC OR PLASTIC FINISHED �I HORIZ NAILER BLOCK FULL O IN PLACE O O WALL PANELS. WHEN FIRE OR SOUND RATINGS ARE co LENGTH NECESSARY THE GYPSUM AR R IR F w BOARD REQUIRED FOR THE AND VERT. V 4 w RATING SHALL EXTEND DOWN TO THE FLOOR BEHIND = ii RIM JOIST FIXTURES SO THAT THE CONSTRUCTION WILL EQUAL En A\ TYP. FULL LENGTH 1 THAT OF THE TESTED SYSTEM. X 0.- ° ■ NAILER BLOCK @ � - - - CEILING WHEN ► ci. WHEN NOT SPECIFIED AS A COMPONENT OF A FIRE i A PARALLEL �!/ TESTED WALL OR PARTITION SYSTEM, MINERAL OR GLASS FIBER INSULATION OF A THICKNESS NOT i- ► ► GYPSUM BOARD ''' h• ! GYPSUM BOARD EXCEEDING THAT OF THE STUD DEPTH SHALL BE w n PERMITTED TO BE AED WITHIN THE STUD CAVITY. IN FLOOR- EILING OR ROOF-GEILING SYSTEMS, THE ,GYPSUM BOARD x rdrI 2X4 STUDS 16 O.G. ADDITION OR DELETION OF MINERAL OR GLASS FIBER N INSULATION IN GEILING JOIST SPACES COULD PROJECT TYPE POSSIBLY REUCE THE FIRE RESISTANCE RATING. p R 21 BATT MF V1 ►. ►: INSULATION ~ 10. ALTHOUGH THE SYSTEMS IN THIS MANUAL ARE o ►� ►■ (2) LAYERS 5/8" TYPE ARRANGED IN GENERAL GROUPINGS (i.e. WALLS AND a ► ►� V � INTERIOR PARTITIONS FLOOR-CEILINGS w COMMUNITY NAME "X" GYPSUM BOARD ON �� N ► 2X6 P.T. SILL \/ . CORROSION RESISTANT ROOF-CEILINGS ETC.) THIS 15 NOT INTENDED TO LIMIT Summer Creek ► ► SPADED 2X4 STUDS IS" THEIR USE ONLY TO THE SPECIFIC CATEGORY IN WHICH ,� ► ►� ELATE ON SILL A METAL FLASHING J FIRE SAF INS O.G. THEY ARE LISTED. FOR EXAMPLE, SYSTEMS LISTED ° Twnhm . ► 0 o es STAPLED IN PLACE F SEAL AS SHAFT WALLS SHALL BE PERMITTED TO BE USED io'`��►.,► P.T. 2X4 PLATES ON �' AS INTERIOR PARTITIONS. HOWEVER SYSTEMS TESTED LAWSON COMMUNITY ID 10 -0 HORIZ AND ► 6 MIL VAPOR — A VERTICALLY WALL PARTITIONS SHALL NOT BE � SEAL W 1 2 ( Mg SILL SE L / / 11011iii ) 0000 VERT. BARRIER UNDER 2 , vw BOLTS @ 48" 0.C. EA. PERMITTED TO BE ARBITRARILY USED IN A _ SAND SEE STRUCTURAL HORIZONTAL ORIENTATION. L' y J (' I PLATE .( .I k ° ° i�° •ill I. FOR RE I NFORGED N GARAGE HANDING ►;� I I ;A I' : 4" RE I NF. GONG. SLAB �� FOOTING, TIE°DOWNS, 11. METAL STUDS AND RUNNERS IN THIS MANUAL ARE z Varies ►� I I ►� I NOMINAL 25 GAUGE UNLESS OTHERWISE ♦ I I ♦ • SPECIAL NAILING E a ►i� I ►i� �—6 MIL VAPOR E3ARR1 ER ►i� � ►i� I I I I ° ►i� �i� I I OTHER NOTES ►♦� ° ►♦� UNDER 2 SAND 1/2" A. BOLT 48" ►♦. "I J 12. GREATER STUD SIZES (DEPTHS) SHALL BE ° j♦j► I -- j♦j j♦j �- r FIN. GRADE PERMITTED TO BE USED IN METAL - OR WOOD-STUD z SPECIFICATION LEVEL 0 ►�� ►�� ►�� SYSTEMS IN THIS MANUAL. METAL STUDS OF HEAVIER o j♦• p ♦j j♦j ° GAGE THAN THOSE TESTED SHALL BE PERMITTED. III R°15 RIGID • ►�� ° ►.� R-15 RIGID I SUL. ►�� a THE ASSIGNED RATING OF ANY LOAD BEARING z ♦ ►♦� ►♦� MONO POUR OF FND. SYSTEM SHALL ALSO APPLY TO THE SAME SYSTEM ►� ►� ►i N PLAN NAME INSUL. ♦� ►♦� ii: ALLOWED OPTION WHEN USED AS A NON LOAD BEARING SYSTEM.�i� ►iCLOSED STORM INDICATED STUD SPACINGS ARE MAXIMUMS.♦ ♦►� ►1 NPC PLAN NUMBER ►♦i ° ►♦i / DRA V 13. WITHIN DESIGN LIMITATIONS, THE DISTANCE V ° ° F TER F•ABRIG BETWEEN PARALLEL ROWS OF STUDS, SUCH AS IN A o ° o z LAWSON PLAN ID ° ..��o VER CHASE WALL, SHALL BE PERMITTED TO BE INCREASED _ ° G ° BEYOND THAT TESTED I n n L — ° ERFORATED vOvo n- � — � J SEE STRUCTURAL FDN . • II ° ° PLAN FOR FOOTING °�.'�o DRAINAGE TILE IN 14. ADDITIONAL LAYERS OF TYPE 'X' OR REGULAR LEGACY PLAN NUMBER /NAME p ° GYPSUM BOARD SHALL BE PERMITTED TO BE ADD ��I� ED o GRANULATED SIZE AND RE INf O RATNG C0000 EGKF I LL TO ANY SYSTEM. 1 0 WALL ASSEMBL ( 0 NALL A55EME3LY SHEET SCALE: I"=I'-O" SCALE: I"=I'-O" AD.3 (c) Copyright Pulte Home Corporation – 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / AD.3 / F:\BSB REPLICATED\PULTE PROJECTS\N3W1 0201–TCG3–SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG o 1 0 -ai� N •• — N• • i•-•( zi d1 > .-> r.::) w . cr, 0 1"110 o , Ct n .0 N 0 )'''1 /A PRESSURE TREATED PRESSURE TREATED I ' 1 I SILL PLATE I I SILL PLATE I . I y I I 5/4 x6 TRIM I 1 5/4 x6 TRIM i I , I Ii / I CLEAR MIN. CLEAR MIN. 1 L v v �i 1 1 1 < E4 SECTION SECTION ..,......J 1 < F-i r:::) U w H V 1 , , 1 PRODUC110N MANAGER Gary Culp GARAGE xI FOYER RELEASE DATE: 12/23/10 1 I \< REV I DATE /DESCRIPTION ► 1: ' i/: — UNIT B&C REVISIONS ,/ / 1 0 / 1 (2) LAYERS 5/s" TYfi i"'- 04/01/2011 ► 1 X GYPSUM BOARD J o ► 11 ► a AR,�G I ►1 1 ' ►1 ON SPACED 2X4 w A G 11 ►1 111 STUDS I�" O.G. : 1 U 1 � N 0 • ►1 (2) LAYERS 5/8 TYPE A 0 c<i 1 ► "X" GYPSUM BOARD '1 i 11 ON SPACED 2X4 - - - - - - - -� Z (� dm 1 I NOTE: w ► I STUDS 16 O.G. 6 1 1 STRUCTURAL w SEE STRUC U L _ ► EXTERIOR WALL � 1 w ■ I DRAWINGS FOR 1 � 1 SHEATHING 16HOUR RATED w ► NOTE: O _ ► LOCATION OF 1 A 1 EXTERIOR WALL I ► SEE STRUCTURAL �" 1 >I , ► SHEARWALLS ,,, � �#.. --- 11 DRAWINGS FOR 1 NOTE: = I I I - - - __ - -71:;1% cn n NOTE: NOTE: ] 1 LOCATION OF ► SEE STRUCTURAL ^ / \ SEE STRUCTURAL SEE STRUCTURAL 3 HEARWAL 1 1W% 0 EXTERIOR R WALL ► 5 L5 1 ► DRAW I NGS FOR X (2) LAYERS 5/8 TYPE 1 O DRAWINGS FOR DRAWINGS FOR 1 1 SHEATHING 1 1 11 ► "X" GYPSUM BOARD 1 LOGATI ON OF A �, LOCATION OF I LOCATION OF COYER 111 AIR INFILTRATION 1 I AIR INFILTRATION AIR INFILTRATION I ► ON SPACED 2X4 SHEARWALLS _ N RW LS RR R SHEA AL A I E SHEARWALLS I R BARRIER -I ► B ®I<' ~ BARB � ► w ► STUDS 16 O.G. 1 FIBER CEMENT ■ I • GYPSUM BOARD ►1 , 11 FIBER CEMENT 11 GYPSUM BOARD = FIBER CEMENT ► ►1 1� ►1 GYPSUM BOARD SIDING _ ►1 v> A I IN EXTERIOR SIDING I 1 SIDING 1 1 1 ► I ■ GARAGE ► f 1 ►1 COYER "X" ► '� INTERIOR INTERIOR I ► 1 _ 1 ►1 5/5 TYPE y N . 'I' (2) LAYERS 5/S TYPE ► I ► ■∎ , 11 EXTERIOR GYPSUM PROJECT TYPE ► 1 EXTERIOR BOARD ►1 11 I X EXTERIOR GYPSUM ■ 1 ■ �1 1 ►� 7!A ! MF 11 ►1 EXTE ►1 1 t o 1 1 1 1 1 1 1 1 ►1 1j SHEATHING ( 2X4 5TUD5 16 O.G. 1 Cr– — —— ►1 I — — — — — — — a COMMUNITY NAME ■ ► FORM ><, 1 — • w ► ►� _ 1 _ EXTERIOR WALL ;I � I Summer Creek 1 SHEATHING 1 J ► ■ EXTERIOR WA L — J L_ — — — — EXTERIOR WA E L EXTERIOR WALL 51 ■ ■ - I 1 SHEATHING ■ I ►1 SHEATHING - I SHEATHING I ow1111omes /\ ■ I ' I 1 (2) LAYERS 5/5" TYPE ®�� o LAFN COMMUNITY ID III 1� ► ► ' 1 � I I ..X.. EXTERIOR GYPSUM E 0 ► ■ 1 5/8" TYPE ..X.. (2) LAYERS 5/0 TYPE — — — — — — — ORI=I Q 11 ►1 INTERIOR WALL ►1 ' ■ EXTERIOR GYPSUM 1 "X" EXTERIOR GYPSUM BOARD ON SPADED EXTERIOR w 11 ►1 11 I ■ BOARD C BOARD ON SPACED EXTERIOR WALL I 2X4 STUDS 16" O.G. 5/S' TYPE "X" N GARAGE HANDING 1/ 11 ►1 I ■ GYPSUM BOARD — — — — 2X4 STUDS 16" O.G. SHEATHING I EXTERIOR GYPSUM Z Varies ► 1 _ 1 1 ►1 11 AIR INFILTRATION FORC H I HOUR RATED BOARD 1 1 1 ( I BARRIER I WALL. SEE SHEET i 0 INTERIOR ►1 ►1 INTERIOR �ARA ■ 1 1 SARA ( „ �, I ' 2x2 TRIM 2"x2" TRIM SPECIFICATION LEVEL /- 2x2 TRIM AD.S DETAIL z - - - - - FIBER CEMENT 6"x6" POST SIDING I 6"x6" POST 6"x�" POST o ► ► —1 �� 1=HOUR RATED --�I-- �� 1 16HOUR RATED 5/4 x6 TRIM 5/4 x6 TRIM �€ 5/4 x6 TRIM o► Z j� WALL. SEE SHEET /1 1(2) LAYERS 5/�" 1 (2) LAYERS 5/8" WALL. SEE SHEET — — — AD.3 DETAIL /\ — — — — — — — — w PLAN NAME 1� TYPE "X" GYPSUM 11 TYPE X GYPSUM AD.3 DETAIL V V� 1*,i1 _' a" N NPC PLAN NUMBER ►1 BOARD ON SPACED i 11 BOARD ON SPACED �j- 1 5/4 x6 TRIM 2X4 STUDS Is" O.G. 2X4 STUDS IS O.G. �- -� - - - - EXTERIOR - - - - - \_ _ _ _ _ XTE R ®R 1 z LAWSON PLAN ID � 5/4"xIO" TRIM GUT " " 1 5/4"xIO" TRIM (GUT I 5/4"x1O" TRIM (GUT 5/4"x6" TRIM � ( 5/4 x6 TRIM 0000 TO FIT) TO FIT) TO FIT) LEGACY PLAN NUMBER /NAME ALAN t7ETAIL O IL OF INTERIOR ALAN PETAIL O IL OF ALAN PETAIL OF PLAN t7ETAIL OF PLAN PETAIL OF 0 WALL PERP. TO PARTY WALL EXTERIOR WALL AT PROPER1I LINE 0 EXTERIOR WALL AT PROPERTY LINE 0 EXTERIOR MALL AT PROPERTY LINE EXTERIOR WALL AT PROPERT'I' LINE SHEET 4 SCALE: I -I O SCALE: 1 -I-O SCALE: I -1 0 SCALE: 1 -1. 0. SCALE: -1 0 AD.4 (c) Copyright Pulte Home Corporation — 2009 PLOTTED: Mar. 30. 11 / Ranslow. Kevin / AD.4 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201—TCG3—SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG 0 o 1 t-,, N N • ,� -�, cr) Cr), LN � s co CZ rd r4c.n 0 r O i ;--, 1 / I" le SEE PLAN 5/4" PLYWOOD ^ TYPICAL AT TREADS c't RI) ,....1 t -4...) ralIali (10" STD) GULL NOSED) 4J cI) 1 o 0 N o !i, , 2x FLOOR JOISTS P....i .,-).HL' Piiiii z w . 'n 0- . I 1/2" PLYWOOD TYPICAL AT RISERS 2" STAINED ® _ — (5)2x12 STRINGERS rAf� • WD HAND= TYP I GAL ATTACH RAIL, SEAL SIDE STRINGERS TO . STAMP STL. WALL W/ (4) 16701 TO I 14' MIN WALL SR'KT. EA. STUD ATTACH �� MAX. 4' O.G. ` MIDDLE STRINGER TO X (I) S/8 X 2 2 X12 LEDGER W/ (4) • 1601 FROM E3EHIND � „111 fT HEX. HEAD � 'i AND (I) MP _ = O W LAG DOLT GL I}� EA (SIDE O L OdJ � � 2X SOLID m � i- z NI LEDGER E3L'KG. g EA.I SECTION E3RACKET ELEVATION • 5/8” TYPE "X" LOCATION GYP. 5D. STAIR RAIL 0 STRINE'ER TO LANDING w 4 SCALE: 1-1/2 =1 -O SCALE: 1-1/2"=1'-O" 2x6 545 TOP RAIL, SLOPE TO DRAIN t U EASE ALL EDGES — W E---+ 5/8" TYPE "X" GYP. - 5D, 4X4 RESAWN INTERMEDIATE POST Ix SKIRT E3OARD , WITH STRUCTURAL POST BASE —, 5/4" PLYWOOD PRODUCTION MANAGER PER STRUCTURAL DRAWINGS Q x Gary Culp _ T MDF WALL CAP W/ I/8 RELEASE DATE: 12/23/10 1><- 3 RAD I USE EDGES i 2x 12 STRINGERS, T . REV DATE DESCRIPTION Q UNIT B&C REVISIONS — En 04/01/2011 0 J a A I/2" GYPSUM E3OARD ON 2X STUDS 2x CONTINUOUS SHIM 6 }° , (1 A Ill 0 5/8 (i" TYPE "X" w GYP. BD. w CONNECTION OF POST TO DECK x/16 OSE SHEAR w A x � o P ER STRUCTURAL EARNINGS SHEATHING w w ii 4 p &UARPRAIL r DECK HALF4'4ALL GAS STRIN&ER TO V4ALL A 2 SCALE: I-I/2" I -O" IL 1 S 5 SCALE: I-I/2"=1'-O" SCALE: I-I/2"=1'-O" -- � w w Q >.< x\ / M X / � N " PROJECT TYPE — END OF 1/2 WALL --� z MF 0 J a COMMUNITY NAME w Summer Creek 5. Townhomes o (3)2x 12 STRINGERS LAWSON COMMUNITY ID TYP I CAL a 0000 CONTINUE TWO (2) 1" SEE PLAN w END STUDS INTO " ' GARAGE HANDING 167 STD) �, FLOOR SYSTEM (01" MIN) 0 Varies ° 1/2" PLYWOOD AT SPECIFICATION LEVEL RISERS Li u „ / PLYWOOD 1 TYPICAL AT TREADS Z w PLAN NAME (E3ULL NOSED) ;<- FLOOR SHEATHING 1 . —_I NPC PLAN NUMBER II-N—. 2x4 SILL� F s -1 Z LAWSON PLAN ID •Rif \ \I 0000 NAIL TO 2X BLK'G LEGACY PLAN NUMBER /NAME 'BETWEEN JOISTS 000 HALF—V1ALL SUPPORT STRINGER TO SLAB SHEET 6 3 SCALE: I-I/2 =1-O SCALE: I-I/2"=1'-O" (c) Copyright Pulte Home Corporation - 2009 AD.5 PLOTTED: Mar. 30, 11 / Ranslow. Kevin / AD.5 / F:\BSB REPLICATED\PULTE PROJECTS\N3W10201-TCG3-SUMMER CREEK TOWNHOMES (PORTLAND)\BLOCK OUT\DETAILS\DETAILS.DWG NOTE:ALL HOLES, CRACKS NOTE:ALL HOLES, CRACKS BUTYL TAPE AND DEPRESSIONS TO BE NOTE:ALL HOLES, CRACKS FILLED WITH MORTAR FOR A N I AND DEPRESSIONS TO BE AND DEPRESSIONS TO BE SMOOTH CLEAN SURFACE. ' U FILLED WITH MORTAR FOR A FILLED WITH MORTAR FOR A i 11: CONTINUOUS EPDM OR FOAMED z CONTINUOUS EPDM OR FOAMED • o SMOOTH CLEAN SURFACE. SMOOTH CLEAN SURFACE POLYETHYLENE SILL SEALER — POLYETHYLENE SILL SEALER BUTYL TAPE HENRYS#789 FIBRATED HENRYS#789 FIBRATED ASPHA T HENRYS#789 FIBRATED VAPOR BARRIER L EMULSION CAN BE ASPHALT EM Z ULSION CAN BE VAPOR BA ASPHALT EMULSION CAN BE / / 3 . . ,----,-- o APPLIED WITH A o ROLLER, APPLIED WITH A ROLLER, /' /. LINEWORK REVISION TO N u BRUSH OR SPRAY APPLIED APPLIED WITH A ROLLER, BRUSH OR SPRAY APPLIED I►-d ' SEE C1/WP-3.01 COORDINATE WITH C1 WP 3.01 �' O z I i SEE C1/WP-3.01 BRUSH OR SPRAY APPLIED CONTINUOUS EPDM OR FOAMED / •/ - ° u 'I:011 I POLYETHYLENE SILL SEALER FLOOR SLAB ASSEMBLY �• `n °0 o Al OPTIONAL TO EXTEND i ■ -o� cc o NI-PER STRUCT - S UCT 24. G A PRE FINISHED MET INSULATION 2' HORIZONTALLY / METAL FLASHING Q ao u NO VEGETATION OR EARTH �• 1� � < o° '� UNDER FLOOR SLAB / / �� 2x BELLY BAND 3 ^ Z BUTYL TAPE �. r,� ABOVE FINISH GRADE LINE ,' j ae ,o .o — ,,,2-3 GAL/100 SQFT HENRYS#789 SUB GRADE ; - . ',- - i = (� ;;; ;; ;TION A i o o W VAPOR BARRIER _ - ;l \ N N", N 74t � :� \ .••• .-____• x WHE IS AVE FOR LINE PER GEOTECH �; RTH W ¢�- w N • ° ►♦i INE r r= c.2 FROM 5/o MIN FOR 10—0 ,-:;:.;:::::;:;::::::;;::.:. ::,:::;.;;;<;;:,: ... .. . � �� FINISH �:: �� o <::::::::>:<:::.:r.;:-:�:::;<:::<::<:::.:::.;:::;;:<:.::,::::>�:.>:::;::;:.:::� ♦ -. :. .. • '. • .. ,, ...:::::::::::::.:.........:. -r.;:::.::�.:;<:::::::::...:..:..:.... GRADE SLOPE AWAY �':;. 3 GAU100 SQFT HENRYS#789 ::;:... ::.; :;. ♦1 a s ♦ FROM 5% MIN FOR 10-0 00• FIBRATED ASPHALT EMULSION ♦ br tr' * ..44 WHERE FG IS ABOVE FLOOR LINE 1 : ' '© 1 0' I'j \ \/ /\/\/\�\�� ,, : 2-3 GAU100 SQFT HENRYS#789 LINEWORK \ „: RK REVISION TO \ \ \ ► / t b ,. FIBRATED ASPHALT E / / / EMULSION .. ANCHORS ... CHORS PER STRUCTURAL ►� COORDINATE WITH Cl C1 WP 3.01 .�.. . � .. �,. / / / / / / �- � WHERE FG IS ABOVE FLOOR LINE .... _..... ANCHORS PER �4 �� \\, \\ \\ \\ \\ .............. FOOTING DESIGN AND CLOSED STORM DRAIN BY CIVIL STRUCTURAL �� /// / = ,. • j4 ANCHORS PER STRUCTURAL SUPPORT BY OTHERS - /♦ �, '. \ \ \ \ \ \ \ \ \•- h: • . . 1 \ \ •/\/\/\/\/\ ♦� CLOSED STORM DRAIN BY CIVIL • FILTER FABRIC OR SOCKED ♦1 / / o O ;, NOTE: IF FOUNDATION IS • • PERFORATED DRAINAGE TILE IN FOOTING DESIGN AND �':: �° l�� \ \ \ \ \ \ ♦ FILTER FABRIC OR SOCKED"„ ,,,. ,,..,., .... ,,,, ,, ,,POURED IN TWO POURS A / • / / / / / SUPPORT BY OTHERS • GRANULATED BACKFILL BY CIVIL ' � ► . • , : : / / / / / / ��` w �� FOOTING DESIGN AND x \\/\/\/\/\/\/ . ,�� PERFORATED DRAINAGE TILE IN 0..0 . . , ,,,,,,,,,,,,,,,,,,,,,,,,,,, .:.„,WATERSTOP MUST BE USED • � � � � �' \ \ \ \ \ '` ►� •. GRANULATED BACKFILL BY CIVIL \ , '-;",. • ,r • �• SUPPORT BY OTHERS _ \ \ \ \ \ \ \ ,. .♦. r 0 ti 10 i • !, 0��}' NOTE: IF FOUNDATION IS 1�1 IIIII O• • • O O . POURED IN TWO • POURS A � O O WATERSTOP MUST BE USED i O ti NOTE: IF FOUNDATION IS I `' , - O• • POURED IN TWO POURS A PERIMETER ERIMETER FOUNDATION AT UN HEATED P S ACE A2 FOUNDATION E NTRY WATERSTOP � MUST BE USED _ WP-1.00 SCALE: 1-1/2"=11-0” ARCH REF: /V13.-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: Al PERIMETER FOUNDATION WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: NO. DATE ISSUE 1 07.27.10 FOR BID 2 08.13.10 FOR PERMIT . A 09.23.10 REVISION B4 DETAIL B3 DETAIL B2 DETAIL B1 DETAIL WP-1.00 SCALE: 1-1/2"=V-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=V-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=1'-0" ARCH REF: CU SCALE: 1-112"=1'-0" ARCH REF: WP-1.00 � W W Q 1 1 1 OOaO OC 1 . W Z o a L_-- _c (I)1 OCOc: : I- ai C ) , , ( ...} c DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 PROJECT NO: 2010.P33940DCS SHEET NAME: FOUNDATION WP DETAILS I SHEET NO: C4 DETAIL C3 DETAIL C2 DETAIL _ Cl DETAIL WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=l'-0" ARCH REF: WP-1.00 SCALE: 1-1/2"=V-0" ARCH REF: \/VP 1 .00 1 . 3 .- - .- --- 1.1 I-ERI• " COMPONENTS AND 7- OSB EXTERIOR SHEATHING 16 SPF TRIM; FULLY PRIME ALL END CUTS ♦∎ INSULATION PER ARCH ♦.... 3„ ♦...:.;. - EL DORADO CORRUGATED PLASTIC IN FIELD; BARK SIDE OUT(TRIM SIZE IS ♦ .,..::•:::. VAPOR RETARDER S 16" ♦ �- BATTENS AT 16 O.C.ATTACHED W/ 0 SHOWN EXAGGERATED TO INDICATE ♦. _ PER CODE CORRECT RELATIONSHIPS TO ♦� '"` ' REQUIREMENTS O NAILS PER MANUFACTURER z ♦ :�: ��/ I REQUIREMENTS AT 12 O.C.AND 1 0 FRAMING, BATTENS AND SIDING :_. .... �` :. ♦ �� a MATERIALS ,#.:::•::::::::::::-:-::::�: DO NOT ATTACH FROM EACH END OF EACH PIECE J TO SHEATHING _ � �, e 12 ♦♦ dd. :j �� •. . • z t ... ONLY. /� .. o f. O •f d I- U d N l F' 1 ♦ PANEL FASTENING E ........................ ........................ 5/4 x 4 SPF TRIM, FULLY :..�:::::::=: :::: ... O I N , ♦I...:;::: ':•::::::::':'::..�p•..::.:.::.::::.:.::.:.:.......:.::....:.:... SHALL PENETRATE ��. , . . WEATHER RESISTIVE BARRIER: o c? NOTE: f ....................... :.r:.... _ u .>:.....:::.,..................... .... -,-•-,-.-,-,- -,-, PRIMED ALL END CUTS IN d � ... ...... i. WEATHERMATEPLUS _.-/L"..-.-.-.-.-.-.-. .-. TRIM BATTENS NOT ..... :0p. :�' .r�. .... INTO STUDS �� :...:: U. cn CO 0 0 FIELD ♦ t.;�:�:�'�'�:�:�:�:�:;:::`.�::::;:•;::::.......:.:::�=::•:�:::. �- o r ► ♦♦..:.:•:::.::: : : : „„9„::::•::•:::::::.:::•:�:•:.•.::.:::.:�.:::::.,:::: STRUCTURAL Q:.,. HOUSEWRAP BY DOW �- W ///-///-///-I.II. III 1 SHOWN FOR CLARITY :a� .. `:::::::::::::.::: �...... A a �, _ fw-t -t-Ire-Irtir r pd. FRAMING, �� ... ... . Q �+ d n I- C4ij LOCKINGOR •r� VERT. ATTEN PROVIDE SOLID BLOCKIN G OR'iX. TAPE ALL SEAMS Wi WEATH RMATE N E...................... BLG OR w u FIBER CEMENT PAN .09 RING HANK NA -1.,.,„:•:,•••••••••••:.-:••••:1,..."..WEATHER RE I TI EL .......... .......... .... _� / S ILS FA TEN SS VE .. ... S o� cn SIN .......... o G SALL........... ......................... ..r.......... ........... .. ... _........... ........................ SIDING TO ME TALSTRAP W/ET&F.......... ... .. .. . .. e BALLED .... ...... „ „ „:o .100X1.5 X.25 HD ES 4144 4 C......... ....................... WRE URED 0......... .......................''`EXTERIOR HEATHIN :'fir�. :J S G B K AC FROM EDGE OF \ p. BY I t S DING........... .:: :: ........................ VERT. BATTEN EACH E ND �� ......................... .. p• FASTENING 1 S G .......... d• .......... .d ........... e .......... . ........ ............. ..... . ... .............. ........................ PATE �� ?� T RN PRIOR :�' f ice••••::::: : : ::::• ... . . HORIZONTAL BATTEN\ o EN AT •d REINFORCE CORNER W/ 2 , o TO SIDING G HORIZONTAL PANEL .................... f- EDGE •........................ ............ ....................... ......... ..:. .: r 24 PIECE OF WEATHER •d ....... ............................. . ........ p INSTALLATION .......... t LOCATE V .p f •2 OVER SOLID FRAMING t •...................... ................ ... ... ....................................... .. .............. . .. .................:. ... ....... ........ B . ..........................: 0 RESISTIVE BARRIER .. WHETHER ...... I JAMES HARDIE ::‘: m -jd S FIBER CEMENT PANEL; d• INDICATED•d C ED IN .p WE V f. WEATHER RESISTIVE BARRIER: o . ..................................... .... . e FASTEN PANEL 6 S O.C.AT EDGE A ■ 1 � S .p t @ t DETAILS • d' WEATHERMATE PLUS HOUSEWRAP E AILSORNOT 8 IN FIELD W . \' p ........... OC / 092 SHANK X 2-1/2" WEATHER RESISTIVE BARRIER LAP .p BY DOW .225 HD RING SHANKNAI NAILS FASTENED CO RNER 12„ EACH SIDE ..... • • i,,,, ...001„ ... . .. b e INTO STUDS PER RE U IREMENTS OF• •INSTALLATION Q ES LEGACY:&ED POR THE -4.. ...... . R 05&SECTIO INSTRUCTIONS . ........... ...........FRAMING \ --........ .............. 1405.17.1 IN 003 INTERNATIONAL FI E EM NT ..... ...... NT IN ...........B R C E PANEL ........... :� BU IN TECHNICAL ....... ILD G CE NOTE: :: NOTE:TYPICAL TRIM MATERIALS FASTEN PER MANUFACTURERS BULLETINS SHALL ::::: :: 2 NOTE:ALTERNATIVE DETAIL NOT REVISED TO INDICATE 514 NOMINAL INSTRUCTIONS W/PLASTIC CAP BE APPROVED IN SUPPORTED BY INSTALLATION NAILS @ 16"O.C.EACH WAY. INSTRUCTIONS HZ-10 (APRIL 2009)OR UM '''' THICKNESS MATERIAL PER PULTE LOCAL BUILD NG •.•....�..•.� NOTE: OFFICIAL OR THE SEE A2/WP-300 FOR WEATHER NER-405(APRIL 4,2004)MUST BE APPROVED IN WRITING BY LOCAL 3 , I ARCHITECT PRIOR RESISTIVE BARRIER INSTALLATION TO INSTALLATION BUILDING OFFICIAL A4 OUTSIDE CORNER @PANEL SIDING A3 FIBER CEMENT PANEL @ FASTENING EDGE A2 WEATHER RESISTIVE BARRIER INSTALLATION A FIBE' GEM PA L BUI UP ( 0) WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: N.T.S. ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00/ SCALE: 3"=1'-0" ARCH REF: EXTERIOR SHEATHING EXTERIOR SHEATHING WEATHER RESISTIVE BARRIER lig .: LAPPED 0/HEAD FLASHING ► WEATHER RESISTIVE •P :.: T T T T PI Ill BARRIER• LAP METAL I/ EXTERIOR SHEATHING ` VERT. BATTEN Nih , WTHER RESISTIVE BARRR; • • • / ./ IIIIIM �; •• ©. � .44. / BLOCKING AT PANEL EDGES /J FIBER CEMENT PANEL I B CEMENT PA EL N V I FIBER N O VERT. B METAL FLASHING BATTENS PROVIDE HORIZONTAL I -��4IM�A-//�-Arr�-�AN/ SEAL W.R. . TOM HORZ. BATTENS PANEL ENDS i / / 1 .10/1). W/ SKINNING BUTYL @ BATTEN PANEL EDGES III P . 1� PER DETAIL A1/WP-3.00 - 9 / prifftio..• i I •: � 3 I FIBER CEMENT PANEL I 2 110 , I c HORZ. BATTENS @ PANEL , / I �� I Parimil ,4:: BLOCKING AT PANEL EDGES �• � �..� r J ENDS PER DETAIL A1/WP 3.00 �� HORZ. BATTENS @PANEL ENDS _ EXTERIOR SHEATHING � PER DETAIL A1NUP-3.00 -� � 3 NOTE: ...,.: / 24 GA. PRE-FINISHED METAL BRACKET FLASHING. L3 _ _ I/ R 111 SEE DETAIL A2NVP-3.00 FOR / . t 24 GA'FLASHING OVER ". . SECURE WITH A MIN4 PANCAKE HEAD SCREWS. � � 1� „ 24 PIECE OF WEATHER • WEATHER RESISTIVE BARRIER BELLY BAND 'FA! ? RESISTIVE BARRIER / FLANGE SHALL EXTEND PAST FACE OF CLADDING b I� /1414-4.--' LAP DETAILS TO ALLOW ATTACHMENT OF SHROUD AFTER SPF � X6 SI F PRE PRIMED BELLY B WEATHER RESISTIVE J 15 P i i 5/4 X AND, • CLADDING IS INSTALLED HOSE BIB �) / Ji .. BACK PRIME ALL CUT EDGES INSTALL / BARRIER LAP CORNER 12" • i BARK SIDE OUT FASTEN W/ 2 16d GALV 4::: EACH SIDE / NO. DATE ISSUE VENT SHROUD 24 GA. PRE-FINISHED ( ) f'1 / METAL. ECURE WITH CL E ENDED NAILS c�EACH STUD; SET TO FLUSH IN i. 6 S OS gd CEDAR BLOCK, PRIMED ALL 6 SIDES, &SET N SEAL AND PAINT N POP R T • _C- S 1 07.27.10 FOR BID INSTALL ALL IDIN W/NAIL SPACE IMF S SIDING S C NON SKINNING BUTYL SEALANT - I 9 � I/ A.:::. , A INSTALL SIDING IN MODERATE % p� 1 PART POLYURETHANE ` I TO WOOD TRIM 3 I / • 2 08.13.10 FOR PERMIT CONTACT WITH VENT HOUSING SEALANT(TYP) ' INSTALL SIDING W/TAMLYN / ( ) • 4 J-MOLD IN MODERATE IF - / ' 18 x 18 PIECE OF 30 MIL EPDM TARGET /tom SPF TRIM FULLY PRIME A E LL ND IL COT T IT W•OD TRI 09.23.10 REVISION FLASHING• CUT HOLE FOR / r' CUT HEM BACK AT CUTS IN FIELD;ATTACH W/16d HOT QUICK FLASH P-50, LAP WRB OVER PENETRATION&NAIL TO SUBSTRATE 1 / ; DIPPED GAM. FINISH NAILS @ 16"O.C.TOP, LAP BOTTOM FLANGE OVER / � JOINT TO ENSURE FLASH AS DETAILED TIGHT FIT /: , ± WRB BELOW; RE:A3/WP-3.04 1 / I WEATHER RESISTIVE 1 \ %14 i BARRIER UNDERNEATH '/ FIBER CEMENT SIDING ON VERT. 1-.4_ .. / IBER CEMENT PANEL I \ TARGET FLASHING I/ BATTENS INSTALL W/MODERATE N ••NOTE: INSTALL BEFORE BELLY NOTE: W i CONTACT TO THE WOOD TRIM HEAD FLASHINGS TO HAVE END DAMS BAND 6" SEE DETAIL A2NVP 3.00 FOR WHEN FLASHING LENGTH IS >6 \ WEATHER RESISTIVE BARRIER THRU WALL FLASHING NOTE LAP DETAILS HEAD FLASHINGS TO HAVE END DAMS B4 HOSE BIB PENETRATION @ FIBER CEMENT PANEL B3 VENT PENETRATION @ FIBER CEMENT PANEL B2 HORIZONTAL JOINT WHEN FLASHING LENGTH IS >6" B1 INSIDE CORNER @PANEL SIDING WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: CZ EXTERIOR SHEATHING EXTERIOR SHEATHING w ( ) 0 / \ WALL AND SOFFIT I WEATHER RESISTIVE BARRIER; LAP 0/ WEATHER RESISTIVE BARRIER; LAP 0/HEAD \ LLI III EXTERIOR SHEATHING HEAD FLASHING&SEAL W/ 111111; FLASHING SEAL WITH NON SKINNING BUTYL !III1 ASSEMBLIES PER ARCH •.. LL LL / �, .� NON-SKINNING BUTYL SEALANT / SEALANT ii-6 ° .:, (`) 0 (I)WEATHER RESISTIVE BARRIER I VERT. BATTEN VERT. BATTEN / LL M -IL.,41lik , I / 24 GA. PRE-FINISHED METAL / r �w�-�� BATTEN HEAD FLASHING W/END DAMS FIBER CEMENT PANEL 11114 LL.I W FIBER CEMENT PANEL C HORZ. BATTENS PANEL G- 24 GA. PRE-FINISHED METAL V/ ENDS PER DETAIL A1/WP-3.00 'HORZ. BATTENS PANEL ENDS PER G @ HEAD FLASHING W/END DAM S Cn 02' DETAIL A1/WP-3.0 BATTENS&SOFFIT PANEL I / FIBER CEMENT PANEL 1 , D I (�-... 1 r �^C I• / p / HORZ. BATTENS @PANEL 24 GA FLASHING'I / °- / I «. . .« ENDS PER DETAIL A1IWP-3.00 I• � / �1 -• CEDAR BLOCK, PRIMED ALL 6 SIDES, &SET IN I �/"x 3"TRIM 0/BATTEN INSTALL •I / = / 1 NON-SKINNING BUTYL SEALANT 4 r IN MODERATE CONTACT WITH ATTEN B JUNCTION BOX 3 SOFFIT PANEL 1 I ,, A A / 1 /, i �� LIGHT FIXTURE _- _/ „__ .. • r•INSTALL WITH TAMLYN J-MOLD AT TOP /a SPF PRE PRIMED BELLY BAND BACK / EDGE, IN MODERATE CONTACT WITH / / PRIME ALL CUT EDGES INSTALL BARK • ' I I SIDE OUT FASTEN W/(2) 16d GALV __ / ► CONDUIT WOOD TRIM I NAILS@ EACH STUD; SET TO FLUSH 410 '� 1 •G. 1 1 iI• . •BATTEN SEAL AND PAINT X RABBET i . 2 2 I / / ` I I INSTALL SIDING IN MODERATE � . ..} FIBER CEMENT PANEL •- I / / HORIZONTAL BATTEN AS OCCURS = j r'�i� CONTACT WITH JUNCTION BOX ► 1'0 i.- -.- , j AT PANEL SIDING - i. I ,i SEE DETAILA2/WP3.00FOR _ Q C H 5� WEATHER RESISTIVE BARRIER / OVER TOP FLANGE,WRB I I , DRAWN BY: JL, SH, JR LAP ETA L / UNDERNEATH BOTTOM FLANGE D IS IN TALL IDI IN MODERATE I 3 S S NG 3 I _ CHECKED BY: CRM I 4 RE:A3/WP-3.04 1 I CONTACT WITH WOOD TRIM WEATHER RESISTIVE BARRIER / I I I I SCALE: AS NOTED ' $ iii 1111; 4,, 110 !119. 9 NOTE: ! $ / i NOTE. EXTERIOR SHEATHING • / I lc BATTEN I' HEAD FLASHINGS TO HAVE END DAMS I SEE DETAIL A2/WP-3.00 FOR I original sheet size 24 x 36 I g 110 WHEN FLASHING LENGTH IS >6"I 0 • / / IBER CEMENT LAP I "'? - WEATHER RESISTIVE BARRIER LAP DETAILS PR►R SHINGLE SIDING I I �„ I PROJECT NO: 2010.P33940DGS.:............:,.......i. •i r / P ±/ ; / ,.. NOTE: I SHEET NAME: /4 1/ -v•, HEAD FLASHINGS TO HAVE END DAMS I CLADDING WP DETAILS �„ NOTE: WHEN FLASHING LENGTH IS >6" • HEAD FLASHINGS TO HAVE END DAMS - SHEET NO: C4 SOFFIT @ FIBER CEMENT PANEL C3 TRIM BOARD @ SIDING TRANSITION WHEN FLASHING LENGTH IS >6" C2 LIGHT PENETRATION @ FIBER CEMENT PANEL C1 JUNCTION BOX PENETRATION @ FIBER CEMENT PANEL WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP-3.00 SCALE: 3"=1'-0" ARCH REF: WP f 3.00 EXTERIOR SHEATHING EXISTING WALL . ... .. , " ... ".' �� `• STUDS PER STRUCT. ;.- WEATHER RESISTIVE BARRIER LAPPED / ` 7"SHEATHING PER 16 W/METAL HEAD FLASHING; SEAL W/ �� ; " STRUCTURAL INSULATION&VAPOR ,� RETARDER PER ARCH NON ""r' SKINNING BUTYL SEALANT N i F-. .1 0 . EXTERIOR SHEATHING 24 GA. BAKED ENAMEL METAL FLASHING �- S G DO NOT ATTACH a TO SHEATHING , 2 J AST v / G , 3 - s r• I © ..; ; :".f,":. :<:' :.. , El DORADO CORRUGATED PLASTIC N VERT. BATTEN W/INSECT SCREEN / ONLY. ;' 8 z WEATHER RESISTIVE R R STIVE BARRIER• LAP , AROUND CORNER 12"EACH SIDE SIDING FASTENING `�� :` ::- ` .:r -."lam. BATTENS @ 16 O.C. FASTENED AT g o : J� 1 _l 111 11 �1 _ �� %/,i—//'/—///—///—►II SHALL PENETRATE ' f'':::'' :' : -'.:f j''. STUD FRAMING W/NAILS PER w •d- z. _LAP SIDING W/STARTER STRIP I �.. MANUFACTURER 0 0 c� / REQUIREMENTS AT U _FLE : INTO STUDS :11 STRUCTURAL 12 O.C.AND 1 FROM EACH END OF cn p o i 1 6 I i /I REINFORCE CORNER W/(2) ' EACH PIECE >- ° w FRAMIN R t' G O CEDAR BLOCK PRIME ALL 6 �l'L-1 a ` 24 PIECE OF WEATHER I :.',;tj::: ... ° �.,r BLOCKIN G., RESISTIVE BARRIER \ I / : : a : •o Z 0,I _ ..... .... Ce W SIDES;&SET IN NON-SKINNING / r WEATHER RE I TIVE BA w_ -� ` EXTERIOR SHEATHING I ' .;:� ":, S S RRIER: w ,a �, ac BUTYL SEALANT e I V) `- o w/ - ; WEATHERMATE PLUS BY DO °W w N U VERT. BATTENS BL KN OC I SHALL G .. z _ I REINFORCE CORNER W/ 2 ) }- J.. _ �' o W B E INSTALLED .24 PIECE OF WEATHER HOSE BIB w . . . I a� t- �,.. / �� ` 1 RESISTIVE BARRIER . / - WHERE REQUIRED ... 0 z B��-- FI ER CEMENT LAP SIDING _T :'i11tW1i BY ,=I SIDING T LAP SIDING o_ .. h ' L STALL IN COMPLIANCE W JAMES WEATHER RESISTIVE FASTENING � I m .© „ .._MODERATE INSTALL SIDING W/NAIL SPACE BA 12 � PATTERN 11 pll , AI CONTACT WITH WO TO WOOD TRIM SIDE TO SIDING " =`'J" "" ; / • I INSTALLATION '" FASTENER 11 GA x2-1/2 NAILS OR APPROVED CORROSION RE I TANT II • W ET SS H HER U I CK .FLASH P 50 LAP WRB VE Q O R TOP i a INSTALL SIDING W/NAIL SPACE �`��>--��:::-'::r"...��":��`� :..� FASTENERS STUDS AND PER LAP BOTTOM FLANGE OVER WRB BELOW : '' INDICATED IN� � � TO WOOD'PRIM � � ' ::.,:- :, % ``.:< i REQUIREMENTS OF ES LEGACY .:.: RE:A3/VVP-3.04 I ., DETAILS OR NOT • / L . ' I RE PORT NER-405/ \\\_\\\ PF VVHITE WOOD TRI_\\\ \\ S M FULLY,PRIME ALL END GUTS IN FIELD SUPPLEM NT N E AL WEATHER RESISTIVE LAP SIDING ;, INSTALLATION ' INSTALL INSECT SCREEN AT ■f� �I I BARRIER UNDERNEATH ' ► d INSTRUCTIONS " ALL HEAD FLASHING AND BASE TARGET FLASHING CONTAINED IN WALL CONDITIONS . . 5/4 x4 SPF WHITE WOOD TRIM; FULLY VERT. BATTENS r © ' ® IL_ T C/ E HNIGAL PRIME ALL END CUT IN FIELD•4 _ 3 © S , BARK .F. . . BULLETINS MUST *PRIME CUTS OF SIDING •... SIDE OUT(TRIM SIZE IS SHOWN A I 110° EXAGGERATED TO INDICATE NOTE: BE APPROVED IN 1. ALL SEALANTS TO COMPLY T WRITING BY THE f+'�� '" ." STARTER STRIP il I CORRECT RELATIONSHIPS TO, A WITH NOTE: I FRAMING, BATTENS AND SIDING CONFIGURATION, GEOMETRY,AND SUBSTRATE LOCAL BUILDING ! I OFFICIAL OR THE ' NOTE:ALTERNATIVE DETAIL NOT HEAD FLASHINGS TO HAVE END DAMS 1 MATERIALS) REQUIREMENTS OF ASTM C 1193 2009 SUPPORTED BY INSTALLATION -----, 4 WHEN FLASHING LENGTH IS >6" ' 2. SEALANTS TO BE APPLIED PRIOR TO EXTERIOR ARCHITECT PRIOR ' INSTRUCTIONS HZ-10(APRIL 2009)OR INSTALL SIDING W/NAIL SPACE PAINTING 3 TO INSTALLATION NER-405(APRIL 4,2004)MUST B ' ( ) T E ii" TO WOOD TRIM 3 APPROVED IN WRITING BY LOCAL A4 HOSE BIB PENETRATION A3 OUTSIDE CORNER @ LAP SIDING 3 A2 INSIDE CORNER @ LAP SIDING Al LAP SIDING BUILD UP BUILDING OFFICIAL WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 • SCALE: 3 -1 0 ARCH REF: WP-3.01 SCALE: 3"=V-0" ARCH REF: WP-3.01 SCALE: NTS ARCH REF: EXTERIOR SHEATHING \ EXTERIOR SHEATHING N ____ WEATHER RESISTIVE BARRIER; LAP 0/ FLASHING ,'1 EXTERIOR SHEATHING WEATHER RESISTIVE BARRIER LAPPED , l EXTERIOR SHEATHING +/ W/METAL HEAD FLASHING; SEAL W/ �� SEAL WITH NON SKINNING BUTYL SEALANT 1 . rill; , NON SKINNING BUTYL SEALANT WEATHER RESISTIVE BARRIER VERT. BATTEN I / WEATHER RESISTIVE BARRIER; LAP 0/HEAD p, BATTEN ! / / FLASHING&SEAL VV/NON SKINNING BUTYL SEALANT 24 GA. BAKED ENAMEL METAL FLASHING r 1 . / � �� LAP SIDING W/STARTER STRIP ' / � . ! �Ill SHINGLE SIDING i / I VERT. BATTEN ,, AI ( / VERT. BATTEN W/4kJ Nil • • • 24 GA. PRE-FINISHED METAL I 24 GA. PRE-FINISHED METAL pli / INSECT SCREEN , 1 I INSECT SCREEN I HEAD FLASHING W/END DAMS / HEAD FLASHING W/END DAMS / / ' I LAP SIDING W/ ' / ., I I I • • / . STARTERS g EXPANDING FOAM TAPE _ / INSECT SCREEN LAP SIDING W/STARTER STRIP I - i• ' _ -. INSECT SCREEN I G I 24 GA FLASHING I I / _ 24 GA. PRE FINISHED METAL BRACKET '� 7 I ' JUNCTION BOX I - / FLASHING• SECURE W/MIN 4 PANCAKE HEAD • / / CEDAR BLOCK, PRIMED ALL 6 SIDES, &SET IN/ \\ s / ,� i NON-SKINNING BUTYL SEALANT SCREWS; FLANGE SHALL EXTEND PAST FACE 1 /4 SPF PRE PRIMED BELLY `/ A BAND; BACK PRIME ALL CUT 1,, / OF CLADDING TO ALLOW ATTACHMENT OF i EDGES INSTALL BARK SIDE CONDUIT / SHROUD AFTER CLADDING IS INSTALLED OUT FASTEN W/(2) 16d GALV / / LIGHT FIXTURE /NAILS @ EACH STUD; SET TO IA / 24 GA. PRE-FINISHED METAL VENT e FIBER CEMENT LAP SIDING INSTALL WITH MODERATE i SHROUD; SECURE W/CLOSE ENDED FLUSH SEAL AND PAINT � .:. CONTACT WITH JUNCTION BOX t - .�; � / � — . .. t� - J _�. NO. DATE ISSUE• • POP RIVETS, 2 EACH SIDE t- q N TE: //O / I 4„ QUICK FLASH P-50, LAP WRB SHINGS TO / • 1 07.27.10 FOR BID! / HEAD FLASHINGS HAVE END iI I g„ FIBER CEMENT LAP SIDING INSTALL / OVER TOP FLANGE,WRB I WHEN FLASHING LENGTH IS >6" i• FIBER CEMENT LAP SIDING INSTALL W/NAIL 110° I UNDERNEATH BOTTOM FLANGE ' �� I WITH MODERATE CONTACT WITH • / i SPACE TO JUNCTION BOX I 08.13.10 FOR PERMIT - ----, A RE:A3/WP-3.04 . co / O FLASHING .UNDERSIDE OF FLASH N e Ii A / 18 x 18 PIECE OF 30 MIL EPDM TARGET 09.23.10 REVISION • / 4„ IBER CEMENT LAP SIDING INSTALL WITH MODERATE FLASHING; CUT HOLE FOR . NOTE: 4" CONTACT WITH JUNCTION BOX P PENETRATION&NAIL TO SUBSTRATE i , 1...7 4 �� BATTEN i 110° SEE DETAIL A2/VVP-3.00 FOR I 110° / FLASH AS DETAILED .. WEATHER RESISTIVE BARRIER QUICK FLASH P-50, LAP WRB r .. g ■ I LAP DETAILS ! ` OVER TOP, LAP BOTTOM / WEATHER RESISTIVE ' 3 = r -! FLANGE OVER WRB BELOW BARRIER UNDERNEATH I / RE:A3/WP-3.04 TARGET FLASHING NOTE: n NOTE: I HEAD FLASHINGS TO HAVE END DAMS ~/ / NOTE: HEAD FLASHINGS TO HAVE END DAMS /� WEATHER RESISTIVE I SEE DETAIL A2/WP-3.00 FOR WHEN FLASHING LENGTH IS >6" WHEN FLASHING LENGTH IS >6 I �,� BARRIER UNDERNEATH / WEATHER RESISTIVE BARRIER ` LAP DETAILS TARGET FLASHING B4 BELLY BAND DETAIL B3 ` JUNCTION BOX PENETRATION B2 LIGHT PENETRATION B1 VENT PENETRATION WP-3.01 SCALE: 3"=1'-0" ARCH REF: WP-3.01 SCALE: 3"=l'-0" ARCH REF: WP-3.01 SCALE: 3"=l'-0" ARCH REF: WP-3.01 SCALE: 3"=1'-0" ARCH REF: 73 CU ' PLAN SECTION AA c�^^ EXPANDING FOAM TAPE I , EXTERIOR WALL SHEATHING W v, 1�1•I, 3 I� i! I I I y i \\\_\\\_\\\_\ WEATHER RESISTIVE BARRIER, LAP t1 p W W EXTERIOR SHEATHING EXTERIOR SHEATHING Q • M OVER FLASHING AND SEAL WITH NON I I / I I AA--�/�% �--+ O SEAL TO FLASHING WITH NON ®I PRIME ALL CUT EDGES INSTALL BARK SIDE � I I TO FLASHING WITH NON SKINNING WEATHERMATE PLUS WEATHER o � (13 � •• 1 BUTYL SEALANT RESISTIVE BARRIER SKINNING BUTYL SEALANT M OUT FASTEN W/(2) 16d GALV NAILS EACH I / STUD; SET TO FLUSH SEAL AND PAINT I I / WEATHERMATE PLUS WEATHER (n r �ti BATTEN _ • / •• 1 BATTEN RESISTIVE BARRIER e / (� I / I l'Fo LAP SIDING W/STARTER STRIP / W O W SHINGLE SIDING `� — —•—•—•—•—•—•—•—• FIBER CEMENT iM $ii V ERT. BATTEN W/INSECT SCREEN 24 GA. BACKED ENAMEL _c v) -— I ' LAP SIDING / U/ METAL FLASHING I �0 I ".. -Mild SEALANT Cn WEATHERMATE / • LAP SIDING W/STARTER STRIP VERT. BATTENS W/INSECT SCREEN C / t ! OP D I— ca STRAIGHT FLASHING / lip I� I i r • / TRIM BLOCK / I / / / EXPANDING FOAM TAPE = •i u ''^^ INSTALL INSECT SCREEN AT �� _�// • / / vJ (n 1 SELF-ADHERED WEATHER I / BOTTOM OF BATTEN SYSTEM I / T RESISTIVE BARRIER / EPDM OR FOAMED 24 GA. BACKED ENAMEL I dr POLYETHYLENE SILL SEALER I / R �' EXPANDING FOAM TAPE METAL FLASHING / 1„ FIBER CEMENT I dI!3- ,/ 4 t SOFFIT 0/BATTE S 24 GA. BACKED ENAMEL 2X6 SPF PRE PRIMED BELLY BAND• BACK BATTEN JAI 110° / METAL FLASHING PRIME ALL CUT EDGES INSTALL BARK SIDE '�, — / , OUT FASTEN W/(2) 16d GALV NAILS @ EACH I l / . / \ EPDM OR FOAMED 1" 2X SPF PRE PRIMED BELLY BAND; STUD;SET TO FLUSH SEAL AND PAINT / / / , S S N BACK PRIME ALL CUT EDGES I A I / A POLYETHYLENE SILL SEALER / 11: 2X BELLY BAND NSTALL BARK SIDE OUT FASTEN W/ I tt 1 1 (2) 16d GALV NAILS @ EACH STUD; % I — � 2X6 SPF PRE PRIMED BELLY BAND; BACK RIDGE BRACKET SHEATHING IS NOT TO II' SET TO FLUSH SEAL AND PAINT / „ „ AdIII1 I / 1 �' PRIME ALL CUT EDGES; INSTALL BARK SIDE COME IN CONTACT W/ . / / OUT; FASTEN W/ 2 16d GALV NAILS EACH FACE OF SIDING BEYOND ►� I / . a �� ' O @ CONC AT SILL PLATES DRAWN BY: JL, SH, JR STUD; SET TO FLUSH SEAL&PAINT z •A,____oimws■---.„..._ EXT ERIOR SHEATHING I CHECKED BY: CRM EXTERIOR SHEATHING IS NOT TO COME IN T i "rAW/.. M.WAWIM„�' / SCALE: AS NOTED CONTACT W/CONCRETE �i� ►�� 1 WEATHER RESISTIVE BARRIER / 4 O C ETE @SILL PLATES • 6 4” FINISH GRADE, SLOPE S O AWAY • C TRIM BLOCK PER ARCH o FROM 5% MIN FOR 10'-0" original sheet size 24 x 36 �� 1 0 A FIBER CEMENT LAP SIDING INSTALL WITH I 4" 4 u... ` I FIBER CEMENT SOFFIT PANEL INSTALL W/ 1 MODERATE CONTACT WITH TRIM / 4 a a 110° PROJECT NO 2010.P33940DCS NAIL SPACE TO WOOD TRIM 1 / _ IN'LJ RI 4 d 5/4" „ 3 ii. a ........... GRADE ---7 4 ..... , V SHEET NAME: x 3 TRIM O/BATTEN BATTEN • NOTE: SHINGLE SIDING ! / 2" CLADDING WP DETAILS LAP SIDING 0/VERT. BATTEN HEAD FLASHINGS TO HAVE END DAMS I /� SHEET NO: C4 TRIM @ SOFFIT WHEN FLASHING LENGTH IS >6" C3 BRACKET AT SOFFIT BASEWALL @ PAVEMENT �" C1 BASE WALL CONDITION WP-3.01 „_ � �� WP-3.01 „_ � �� _ ,_ ,� ��_ �_ �� VVP 3.01 SCALE: 3 -1 -0 ARCH REF: SCALE: 3 -1 -0 ARCH REF: WP-3.01 SCALE: 3 -1 0 ARCH REF: WP-3.01 SCALE: 3 -1 0 ARCH REF: • WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER 12" . FLASHING BIB SLIDE UP THRU SLIT • 0 . : .... • ... - OVERLAP • IN WEATHER RESISTIVE BARRIER MIN.24 x 24 TARGET FLASHING, CUT 12" o __ • - -� SLIT IN WEATHER FROM EPDM.WEATHER LAP WITH OVERLAP a• OTHER FLASHING COMPONENTS TO SQUARE HOLE PENETRATION ,_ • RESISTIVE BARRIER SHED WATER. SEAL PENETRATION TO Bs I 12"• •••,. Ai FLASHING WITH SEALANT. i .....:........... z EALW 0 i S FATHER RE � o. . ..j iiii iiii iii�� SISTIVE BARRIER SEE DETAIL B2/WP3.02 HOLE FOR PENETRATION 1 6" IIIIIM 12 IPI"'� Nt. O z • `. `�� BIB TO FLANGE W/WEATHER o c� 0 RESISTIVE BARRIER TAPE CUT 60/o OF DIAMETER OF jj E PENETRATION . . o RA ION FOR SNUG FIT o• d" W SEAL FLANGE ` Q �., �; _ JOINTS W/TAPE PRE-FABRICATED DRYER VENT 5_-___H— —_ �'' �I I Q °o LOUVER ASSEMBLY WITH SWING TYPE ,^� o ?LOUVER AND BIRD SCREEN. SECURE 4 o I LLi .� H I I J o w . I cn WITH MIN.4 PANCAKE HEAD SC o I // .\ . w N " u S. S ROUNDD HOLE PENETRATION I 6 z T o � W•SET FLANGE IN BED OF SEALANT. o i P - 12"X12"IPIECE OF 30 MIL EPDM CUT BUTYL I I -1" R `" ~ "' 4 OVERLAP / I I I z 4 OVERLAP ERLAP H LE F R PE SEAL O O NETRATI ON. NAIL TO i v s s 60% i o SUBSTRATE: 60/o OF DIAMETER - @ RSIZE FLASH .........:.. SH TOP EDGE _........ G 6 OC. ...- CLADDING SYSTEM @ - I N N - AA ,- REINFORCE CORNER WI .,.. . .. ,, 1 0 Ht3LE FOR PENETRATION CUT 24"WIDE CONTINUOUS r ff?•. I W.R.B. `' f .• 60%OF DIAMETER OF / I I i I P ETRATION R UG FIT [fli I, ■ %SPF PRE-PRIMED 0 . I LAP TARGET FLASHING OVER WEATHER i '� SIDING SEAL BOTH. . 1 SIDES W/SONOLAST NOTE: — • — RESISTIVE BARRIER � 150 L WHEN PENETRATION IS 3l2 DIAMETER OR LESS, USE 12"X12"FLASHING I SELF ADHERING MEMBRANE FLASHING WHEN PENETRATION IS > 3%2", „ AT SIDES AND HEAD OF BRACKET. INCREASE FLASHING SIZE TO 18"X18" REINFORCE CORNER W/24 I hAi WA. SEAL ALL PIN-HOLES W/SEALANT. 12 WIDE CONTINUOUS W.R.B. FIBER CEMENT LAP SIDING LOCK ON SHROUD COVER INSTALL W/NAIL SPACE TO AFTER CLADDING IS INSTALLED WOOD TRIM INSULATION NOT 3 SHOWN FOR CLARITY A4 MULTIPLE PENETRATION FLASHING A3 VENT PENETRATION A2 PENETRATION FLASHING-ALTERNATE Al LAP SIDING BUILD UP • ks ' 3: 3)0 SCALE: 3"=1'-0" ARCH REF: WP-3.02 SCALE: 3"=l'-0" ARCH REF: WP-3.02 SCALE: 3"=1'-0" ARCH REF: WP-3.02 SCALE: 3"=1'-0" ARCH REF: I 1---- 4" 3 --.----- VIF , SINGLE PIECE COPING , FOR LENGTH OF rI PRIVACY WALL 4.. SEAL W/1 PART sr* N SQUARE OR ROUND POLYURETHANE SEALANT PENETRATION FULLY SEALED AND OQ 4Lifii/11 -` id RIVETED END CLOSURE �'� ____ °'' . .>=": 24 A / STEP 1) ----�---� Q PLACE WEATHER RESISTIVE BARRIER APRON WITH'U'CUT; FIT s TIGHT AROUND PIPE PENETRATION; SEAL TO SHEATHING W/ 16" • -• • - POLYURETHANE SEALANT EXTEND 12" BELOW PENETRATION STEP 3) 24 GA FULLY SOLDERED G90 PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN 'U'CUT; CUT TIGHT TO GALV METAL SADDLE PENETRATION; OVERLAP BOTTOM APRON BY 4";ATTACH WITH A FEW / STAPLES —1- Z NO. DATE ISSUE . .. . . .. . .. . .. 0/. :::.:..... . B3 E FLASHP 1 07.27.10 FO. — �, / = —� RBI D PRE FINISHED METAL . .............. .// SCALE: 3"=1-0"-0 ARCH REF: / / COPING CAP, SEAL • PLAT T — E O FORM TIG FIT SEAL W/1 PART POLYURETHANE / / / N WA 2 08.13.10 FOR PERMIT PIN HOLES, COLOR / // fk PER ARCHITECT . . CLOSED ,� . ////// A 09.23.10 PREFINISHED RIVET / REVISION RIVETS / i / / NOTE. / ► , SEE Cl WP 3.02 FOR USE ONLY ON ADDITIONAL INFORMATION RUNS> 10 FEET 16" STEP 2) PLACE A 30 MIL EPDM APRON W/'U'CUT TO FIT TIGHT AROUND PIPE 24" PENETRATION; CUT TIGHT TO PENETRATION AND ATTACH W/A FEW S CUT HEM BACK AT • STAPLES STEP 4) INSTALL UPPER PIECE OF WEATHER RESISTIVE BARRIER OVER AND JOINT TO ENSURE TIGHT FIT AROUND PIPE PENETRATION OVERLAPPING LOWER SECTION OF B5 COPING CAP @ PONY WALL B4 FLASHING SPLICE DETAIL B2 U BIB FLASHING SEQUENCE WEATHER RESISTIVE BARRIER A MIN.OF 4" WP-3.02 SCALE: 3"=1'-0" ARCH REF: WP-3.02 SCALE: 3"=l'-0" ARCH REF: WP-3.02 SCALE: 3"=1-0" ARCH REF: EXTERIOR WALL S CD HEATHING PER STRUCT © (2)LAYERS$" EXTERIOR _ _ o GYP SHEATHING PER A� 3 W Cn BATTE W/INSECT SCREEN CLOSURE W W 1 Nr1IIi I�� ARCH 24 GA COPING, TONGUE CLOSED Q WEATHER RESISTIVE W S STIVE BARRIER, SEAL OVER DOUBLE CLIP SUPPLY Ct 2 r:e I ;11 _ ., WEATHER RESISTIVE BARRIER •1 'r TO FLASHING WITH NON SKINNING I I 0 a }, . I BUTYL SEALANT LAP SIDING O/VERT. BATTENS ® "' •� NS I / \ jil I WEATHER RESISTIVE BARRIER co I/ ,' LAP SIDING • : . : • ' �-• •1 il J . i p S N 1 •■,N. J i I ill STARTER STRIP ! . • . • ! it LLI w CD 2 _c u) .- ,, EXPANDING FOAM TAPE • .... . . N///■ %//—/MA■/// ■///I - I ! 2 0 (I) /.` I \ 24 GA METAL FLASHING 24 GA. G-90 GALV. ••••• • CONTINUOUS CLIP All ..4110pms.,. ..%,,EPDM OR FOAMED I ...:-- ., : : I , .-. - . - �^ ■t■ ■`�m, \\ POLYETHYLENE SILL I v, CI) .. :•,. •I _ ( SEALER •»».. »,.,..,..... • • .- _i_ r 1 • HAND CLOSE OPEN HEM ° 2 X6 SPF PRE PRIMED BELLY BAND; 12 LI '-f- . . r BACK PRIME ALL CUT EDGES ! :' ! 1" DECK FRAMING I •;,..•r:•. I INSTALL BARK SIDE OUT FASTEN W/ PER STRUCTURAL fs' °) - 4 (2) 16d GALV NAILS @ EACH STUD; ! ! ..: :-:. , (- A • SET TO FLUSH SEAL AND PAINT I a. LAP SIDING ° PER STRUCTURAL ! 2 x 4 2 x 4 I VERT. BATTENS• SHEATHING IS NOT TO . ! . . ! co 2 COME IN CONTACT WI _ ° o I : I WEATHER RESISTIVE c. • CONC AT SILL PLATES 4 • . . SLOPE 5%AWAY ! ., - I BARRIER 1 4 • 4 . FROM BUILDING I ( I I DRAWN BY: JL, SH, JR ° Q GRADE I : • I i © CHECKED BY: CRM•- ., ' (2)LAYERS 8" GYP SHEATHING PER ARCH SHEATHING AS NOTED ° ., D d ..} ::: original sheet size 24 x 36 • • a • 4 :...: ! I :. -. NOTE: ° �. I I • : COPING COVER TO BE FORMED OF SINGLE o = ---"Ti• 110 _ I I CONTINUOUS PIECE AT PARTY WALLS; PROJECT NO: 2010.P33940DCS Q I •:. ::- I REF-B5/WP 3.02 FOR END CAP a 4 _ I I SHEET NAME: -. 4 I- 1 CLADDING WP DETAILS 2,, C3 PONYWALL FOOTING AT DECK PONYWALL AT DECK LEVEL C1 PONYWALL AT DECK SHEET NO: WP-3.02/ SCALE: 3"=1'-0" ARCH REF: WP-3.02 SCALE: 3"=1'-0" ARCH REF: WP-3.02/ SCALE: 3"=1'-0" ARCH REF: WP 3.02 BATTEN/STUD LAP SIDING OI VERT. BATTENS 1 — BEYOND I I i'Vr WEATHER RESISTIVE BARRIER LAPPED � I I �� " S UAREORRO ND Q U I i r I z 0 0 WEATHERMATE liii. Q �. o °- STRAIGHT FLASHING o ,;, u 26 GAUGE BAKED � •24" I I � � ^ .0 ? ce Ii ENAMEL COIL STOCK �• A A CONT. INSECT _ W .d 1 J I-; IIIII FLASHING CENTERED SCREEN z i' N o o W BEHIND SIDING JOINT. STEP 1) ---�W-- , . Q J X w=maw PLACE WEATHER RESISTIVE BARRIER APRON WITH U CUT; FIT �� L I `' o w w u COLOR TO MATCH TIGHT AROUND PENETRATION; SEAL TO SHEATHING WI 16 _ co cn �-- u. i1k I SIDING COLOR POLYURETHANE SEALANT EXTEND 12"BELOW PENETRATION STEP 3) o � � J PLACE A 30 MIL EPDM APRON WITH UPSIDE-DOWN U CUT; CUT TIGHT TO 0 L (, / � / A PENETRATION; OVERLAP BOTTOM APRON BY 4";ATTACH WITH A FEW "=>-'` m Nom mmi■ / STAPLES -1- // . I . . . . . . . . . . 0 . . . . . . . . . . Tr '"::i'.. BUTT JOINT DO NOT / - �- 3 3 ./1//j/./. SEAL . . . rtPA. ...H .'/ & //SECTION VIEW / / . ' • . - O IEW ELEVATION VIEW / I PER STRUCTURAL 1 •>.< 1 /1// it/ EXPOSED BEAM P / 71 LAYOUT SIDING SO JOINTS FALL OVER STUDS WHERE _ 16„ r z FEASIBLE. IF SIDING BUTT OCCURS OFF STUD STEP 2) l PROVIDE 12"LENGTH OF BATTEN MATERIAL BEHIND PLACE A 30 MIL EPDM APRON W/'U'CUT TO FIT TIGHT 24" — ► WALL FRAMING PER STRUCT. INSULATION,VAPOR BUTT JOINT FASTENED TO PLYWOOD WITH TWO#10 X AROUND PENETRATION; CUT TIGHT TO PENETRATION BARRIER, INTERIOR FINISH MATERIALS PER ARCH. 1"SS SCREWS ABOVE AND BELOW SIDING COURSE. &ATTACH W/A FEW STAPLES STEP 4) INSTALL UPPER PIECE OF WEATHER RESISTIVE BARRIER OVER& ' AROUND PENETRATION OVERLAPPING LOWER SECTION OF WEATHER A4 LAP SIDING BUTT JOINT FLASHING A2 U BIB FLASHING SEQUENCE • RESISTIVE BARRIER A MIN. OF 4" Al BEAM TO WALL. WP-3.03 SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=l'-0" ARCH REF: I HARDIE PLANK • • IID •/ :' T S / / INSECT SCREEN CLOSURE © I WEATHER RESISTIVE BARRIER LAP 0/ VERT LEG OF HEAD FLASHING&SEAL d WI NON SKINNING BUYTL SEALANT POP l'N' 47 24 gGME ?L r_- -\ij SADDLE •:\' I Pr ti i STEP 4} I I 441g INSTALL UPPER PIECE OF WEATHER RESISTIVE 1-114 4 STEP 1) %2"GAP BARRIER OVER UPPER SADDLE FLASHING AND STARTER STRIP ' PLACE WEATHER RESISTIVE BARRIER APRON STEP 2) STEP 3) INSTALL SADDLE FLASHING UNDERNEATH INSTALL SADDLE FLASHING ON TOP OF BEAM, AROUND HSS BEAM PENETRATION • , NO. DATE ISSUE WITH'U'CUT; FIT TIGHT AROUND HSS BEAM; BEAM ON TOP OF WEATHER RESISTIVE OVERLAPPING LOWER SADDLE FLASHING. OVERLAPPING LOWER SECTION OF WEATHER 3 °IlY SEAL TO SHEATHING W/POLYURETHANE BARRIER TARGET FLASHING. INSTALL BACKER INSTALL BACKER ROD&SEALANT BETWEEN RESISTIVE BARRIER A MIN.OF 4" _ ,..,r ( i 1 07.27.10 FOR BID SEALANT EXTEND 12 BELOW PENETRATION ), = ROD&SEALANT BETWEEN BEAM &SADDLE SADDLE&BEAM ''r,,) • 1 `I BACKER ROD ... � 2 08.13.10 FOR PERMIT &SEALANT .. _\ • • ,� EXPANDING FOAM TAPE BETWEEN 11:• SADDLE METAL FLASHING&TRIM � � 09.23.10 REVISION ...... ••▪ (.••• ••••••••,•••••••• All • 'a°" ��'•• 2 X 6 SPF TRIM PER ARCH BACK � jI,., " '`�, `` , '•' PRIME CUT EDGES FASTEN W/(2)1 .......... � 16d GALV NAILS @ 16"O.C. SET � �� I. %��•�• ,.-- } TO FLUSH SEAL AND PAINT ,' MIN . SOFFIT PANEL W/NAIL SPACE T TO SPF TRIM BOARD B3 SADDLE FLASHING @ BEAM B2 DETAIL NOT USED B1 BEAM @ PORCH WP-3.03 " WP-3.03 WP-3.03 SCALE: 3 –1 -0 ARCH REF: SCALE: 3 –1 -0 ARCH REF: SCALE: 3 –1 -0 ARCH REF: 7:3 CO ' W (f) � � W W Q WOOD POST W/CB � � �' � BASE PER -� . STRUCTURAL ± U 0 43 DRAWINGS _ CO FRAMED WALL U) T 2-PIECE CORROSION CORNER W Z ° RS 2-PIECE FULLY SOLDERED SS RESISTANT COUNTER O W cn COUNTER FLASHING FLASHING SPF TRIM PER 2 - ,, u) -,_- �6 b ARCH + 20W -C2 TURN DOWN EDGE OF FLASHING \ '�6,, 6 t INTO SAWCUT AT BEAM ON ALL 4 �r TURN DOWN EDGE OF FLASHING �� EPDM GASKET ♦^ �, SIDES, SET IN SEALANT INTO SAWCUT AT BEAM ON ALL 4 3" v J I �� SIDES, SET IN SEALANT EXPOSED WOOD : € , �2 EXPOSED WOOD `- BEAM BEAM 1 w .`,° cYi�cr ,,.„„,„. 2 • Q f / \ r„,,,, -,,,,,,,.,x f`>'` �IA` ��-'`"-.�, AI* MIN CONCRETE FOOTING Q 2 '` '� �` PER STRUCTURAL a z 1 :\ ,,1> I ,� :a • a oo s. . a r . ' r . • GRADE . .r � I • I _ a f a a DRAWN BY JL, SH, JR `' ,h k�, 4" ,.. •\ _�. Q . . LI • = CHECKED BY CRM BASE 3 LAP COUNTER FLASHING MIN 2 OVER ., •, � SCALE. AS NOTED �\ t ET NON SKINNING BUTYL SEALANT TAPE n FLASHINGSET IN ON SK �,.. °`' FASTEN WITH CLOSED END RIVETS LAP COUNTER FLASHING MIN r .a FULLY SOLDERED SS 2"OVER BASE FLASHING r a • . . • °• original sheet size 24 x 36 j BASE FLASHING CORROSION RESISTANT I A • }•BASE FLASHING . • • FLUSH CONDITION uU w ..w v.w.... w ww.. w.. '...�..w... µ PROJECT NO: 2010.P33940DCS FRAMED WALL """"" CORNER : Y I SHEET NAME: CLADDING WP DETAILS CORNER CONDITION ' SHEET NO: C3 BEAM FLASHING C1 POST BASE DETAIL \/\IP WP-3.03 SCALE: 3"=1'-0" ARCH REF: WP-3.03 SCALE: 3"=1'-0" ARCH REF: 3.03 r r o Q :Li x w u 0 U Z m o z WEATHER RESISTIVE ° BARRIER O/QUICK FLASH PANEL: . .1 A ' QUICK FLASH PANEL O vl-j`te ' B U TYL S EALA NT d 0 ce W_ ( -i 5 w 'r.' 42t e' . °' 1 f— BUTYL SEALANT 1 •P'-! ' QUICK FLASH PANEL !0 .,' ---- WEATHER RESISTIVE ,,, ://% �� BARRIER UNDER 1 „."' =><;:: :>::«;:<:::> :>:: \ QUICK FLASH PANEL I I 11 1 1 NOTE: WHEN PENETRATION IS GREATER THAN 4"0, USE EPDM FLASHING;SEE DETAIL A2/WP3.02 3 A A4 DETAIL A3 QUICK FLASH PANEL A2 DETAIL NOT USED Al DETAIL NOT USED WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=l'-0" ARCH REF: TP-3.04 SCALE: 3"=1'-0" ARCH REF: 1,1V:P-3.04 SCALE: 3"=1'-0" ARCH REF: A . H 1 1 ■ OVERLAP CORNER BY 12" • EACH DIRECTION • I • Ii I REINFORCE OUTSIDE III CORNERS W/34 WIDE• • 1 I ., CONTINUOUS W.R.B. III I ,_ • � VERTICAL BATTEN ii I I� 1.1 • I p' iJI1/' i.1\ WOOD TRIM • I r�piir i�iiii . 1 =w : 0 0 • NO. DATE ISSUE - . 1111111L. 11111111FAIM) 1 07.27.10 FOR BID V'&Li 2 08.13.10 FOR PERMIT 2X6 SPF TRIM, BACK PRIME FIBER CEMENT LAP SIDING ALL CUT ENDS AND FASTEN 3 09.23.10 REVISION INSTALL W/NAIL SPACE TO 16d NAILS @ 12"OC WOOD TRIM STAGGERED OVER BATTENS W/NAILS 1"MIN FROM EDGE OF FRAMING AND TRIM. RUN CORRUGATED BATTENS \ 5/4 X 6 SPF TRIM, BACK PRIME HORIZONTALLY, SPACE @ ALL CUT ENDS FASTEN WITH 12"OC VERTICALLY (2)20d HOT DIPPED GALV NAILS W/FINISH HEADS @ 16" OC, SET EXPOSED HEADS E• A DP•IN - B4 DETAIL B3 PLAN VIEW END OF PARTY WALL @ REAR DECKS B2 DETAIL B1 DETAIL WP-3.04 WP-3.04 WP-3.04 WP-3.04 ' SCALE: 3 -1 -0 ARCH REF: SCALE: 3 -1 -0 ARCH REF: SCALE: 3 -1 -0 ARCH REF: SCALE: 3 -1 -0 ARCH REF: 1:3 CU w > W w Q 0! rz U0 45 ey, 0 c: —, u— . .,0 � -L w Z o w ca cm 1 , 2 Oco • , , I } i' DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 } , PROJECT NO: 2010.P33940DCS SHEET NAME: CLADDING WP DETAILS SHEET NO: C4 DETAIL C3 DETAIL C2 DETAIL • C1 DETAIL VVP /�W P-304 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3"=1'-0" ARCH REF: WP-3.04 SCALE: 3 =1'-0" ARCH REF: WP-3.04 SCALE: 3 =1 -0" ARCH REF: 3.04 1 , 1 INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER INSTALLATION BY FRAMER \ . 0 z \v o FASTEN FLANGES \°° PER WINDOW y \ ° z MANUFACTURER o 0 '`\. — °°, APPLY A FULL REQUIREMENTS N BEAD OF SIKA � o O az I+ LASTOMER 511 - V▪ �' w BUTYL SEALANT TO °` d- o W --,„_ .. ,„ .•..... . .. HEAD&JAMB INSTALL WINDOW; �, a Q o o INSTALL 12"WIDE FLASHING FROM FLANGES ?� z R F±el us WEATHERMATE PLUS WRB STAPLE W J ° N ~• u ONLY TOP EDGE WITH MIN.SS 1" �F ,;;_:>;» >- N W CROWN STAPLES WITH MIN 1/2" �QO j f' rf.-. ° ' D• PENETRATION LEAVE BOTTOM OF F`� 1...... + Z PIECE FREE FIELD FABRICATE AND INSTALL ,c�D ,�` ,. o JAMBSILL PAN REF C3 AND C4/ y4\o>/ - SEALANT BEAD OF ••; WP4.02 FOR PAN FABRICATION SUFFICIENT QUANTITY TO A INSTRUCTIONS SEAL TO TRANSITION■ . :: \:::::-.. CUT SLITS TO ALIGN WITH SILL AND HEAD 4 .::-:-:-:-:-:-. :::::::::-::::. + I , .... ....... . . . . . ADHERE 9 WIDE: DOW WEATHERMATE e - :.•. NOTE:ALL CUTS,SLITS, PUNCTURES OR , STRAIGHT FLASHING TO JAMBS, FOLD BREACHES OF ANY KIND IN THE CONTINOUS INTO JAMB THE FULL WIDTH OF THE /.411::::::'-:- SECTION AT FRAME 5 ,_").‹N .,.„.„.„,,:,_.... '- WEATHERMATE PLUS WEATHER RESISTIVE ........ - WINDOW FRAME, LAP OVER SILL PAN BARRIER SHALL BE FULLY SEALED WITH END DAMS, EXTEND 3"ABOVE ROUGH INSIDE FACE OF WINDOW WEATHERMATE TAPE IN STRICT ADHERANCE OPENING HEAD AT EACH SIDE PRIOR TO INSTALLING WITH MANUFACTURES PUBLISHED INSTRUCTIONS TOE BEAD OF NON SKINNING BUTYL AND AT JAMSILL JOINTS NOTE: NO SEALANT @ SILL NAIL LAP OVER TOP OF PAN FLASHING AND FLANGE SILL FLASHING, REMOVE PORTION OF STRAIGHT FLASHING THAT OVERLAPS 4 4 WEEP TROUGH IN JAMSILL PAN 4 4 4 A4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 1 SILL FLASHING A3 DOW WEATHERMATE FLASHING SEQUENCE-STEP 2 JAMSILL PAN OPTION A2 DOW WEATHERMATE FLASHING SEQUENCE-STEP 3 JAMB FLASHING Al DOW WEATHERMATE FLASHING SEQUENCE-STEP 4 WINDOW INSTALLATION WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER �\ �\ ADHERE 9" DOW WEATHERMATE EXTEND WRB BEYOND HEAD TO \\ STRAIGHT FLASHING TO HEAD OVER °° \ \ NAIL FLANGE, EXTEND TO OUTER ° ALLOW FOR REQUIRED OVERLAPS ° � , \ ..� PER A2/WP 3.00 \\ �`� EDGE OF JAMB FLASHING .p -, .ve ' 411, ■■ :::::: --... r ,ovi// ° # :�� \ \ �� APPLY 4"WIDE �e WEATHERMATE STRAIGHT•\� INSTALL WRB;WRB TO BUTT UP ��' . •:•:: •:�:• .`-�. I FLASHING BY DOW TO �` • TO NAIL FLANGE AT JAMB OF 4$ WINDOW JAMB FLANGES. :: :.. WINDOW ONLY DO NOT LAP WRB 0,0` ::: .::._._ OVER NAIL FLANGE 'j I :::::: :: .1-.........-::::- WEATHERMATE WRB :::: FLASHING FROM STEP 6 I :::::.. i INSTALL WRB LAPPED UNDER SILL : :::= FLASHING ��•••��-�• • :::.: : : .rI DATE ISSUE � 1 07.27.10 FOR BID ... ................. . 4%114... 2 08.13.10 FOR PERMIT ::::::::: ::::: .. .' [ . .\.... . . 3 09.9.10 REVISION, , . -.---.:.::::....:.4###j ; /6\ 10.07.10 REVISION 4 4 _ 4 4 B4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 5 B3 DOW WEATHERMATE FLASHING SEQUENCE-STEP 6 (B2 \ DC)W WEATHERMATE FLASHING SEQUENCE-STEP 7 B1 DOW WEATHERMATE FLASHING SEQUENCE-STEP 8 HEAD FLASHING oloo WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: WP-4.01 SCALE: NTS ARCH REF: CC3 INSTALL WRB, EXTEND INTO INSTALL INSECT SCREEN TO W Cl) O ; INSTALLATION BY SIDER EXPANDING FOAM TAPE INSTALLATION BY SIDER HEAD FLASHING AND SEAL INSTALLATION BY SIDER WRAP AROUND BOTTOM OF INSTALLATION BY SIDER BUTT JAMB TRIM TO HEAD W ' 1 ' ART 1639042 TO BACK LEG WITH NON BATTEN SPACERS 4 1�. Q P NO. 16 1 SKINNING BUTYL _ I I INSTALL HORIZONTAL - SET HEAD TRIM 1/4"ABOVE \- :.::.:\ SEAL SLIT AT END -----------•- � INSTALL METAL �, BATTENS TO SUPPORT BOTTOM SLOPING SURFACE \ DAM WITH NON �3 HEAD FLASHING WITH END DAMS ° INSTALL WRB '' \ : ::: ':: to r s- :::: •::: :•:-: •: • -•• SKINNING BUTY ':: \ PANEL SIDING EDGES AS OF HEAD TRIM (ON TOP OF OVER EXPANDING FOAM TAPE :::::: :::::::: :::::::::::::::::.. , LLI - co \\ EXTEND INTO HEAD .:..._ .. :_.. „..:. .. OCCURS END DAMS) ® W NOTE: HEAD FLASHING SHALL �\ FLASHING AND SEAL .:. : .:.::::.:.:.:.:.:.:::.:.: ::.:;.. *::,,22,,,,:,,,_°, _c co -- EXTEND FULL WIDTH OF WINDOW \ TO BACK LEG WITH ::: :-:ti:•:::::•::•:::•::•::::•:::•:::•: \ V NON SKINNING BUTYL :::::::::::::::: ::::: �� \ 2 ® rr^^ -0 osil INSTALL BATTENS TO FULLY �^ :: :.:. .. ::.:...............:.:..... j SUPPORT WINDOW TRIM.•--NN.:-:.:.:.:::7.■ ::.:-::::::::::::::::.:.:.:.:.:.:::::::::.:.:.:.:.:.:.:.-..--,, l■ N'il_ , OA 40,,, ,, l . •• :�•��• OFFSET FROM NAIL FLANGE `. - °\ SET JAMB AND SILL TRIM ��k;;-:•:-:-.1:.•-•-•••.•::::. : : TO ALLOW FOR FLAT WITH NAIL SPACE TO �;• _ :::::: INSTALATION � WINDOW FRAME ...... / i 011; - j } 4 BUTT SILL TRIM TO JAMB i' // TRIM FOR , , . 1 , 1 . I , CONSTRUCTION} . , - Fil i ... : , i , TAPE SEAMS PER A2/WP `t DRAWN BY: JL, SH, JR 4 3.00 .- N. CHECKED BY: CRM ■ ■ SCALE: AS NOTED original sheet size 24 x 36 PROJECT NO: 2010.P33940DCS * . K. SHEET NAME: �, ALTERNATE WINDOW WRAP 4 4 4 4 SEQUENCE SHEET NO: C4 DOW WEATHERMATE FLASHING SEQUENCE-STEP 9 C3 DOW WEATHERMATE FLASHING SEQUENCE-STEP 10 C2 DOW WEATHERMATE FLASHING SEQUENCE-STEP 11 BATTEN INSTALLATION Cl DOW WEATHERMATE FLASHING SEQUENCE-STEP 12 TRIM INSTALLATION VVP SCALE: NTS ARCH REF: WP 4.01 SCALE: NTS ARCH REF: WP 4.01 SCALE: NTS ARCH REF: WP 4.01 SCALE: NTS ARCH REF: 4.01 INSTALLATION BY FRAMER \ INSTALLATION BY FRAMER INSTALLATION BY FRAMER `\ ` INSTALLATION BY FRAMER \-\ 0 1:1 z � ..� o moo. Lil i_ j w J , I: '....." . 1 . ',Li"' N N 1 U 4 o Q F: 1 co An I- u: v2i . ....FF 1 :r' 5 :r. m F- FIELDFABRICATEANDINSTALL ! ::�: 1 JAMSILL SILL PAN REF C3&C4/ '� k:: I.. • WP4.02 FOR PAN FABRICATION ::t--.: :I: •... .. ,,,..„. I -- NSTALL EPDM INSTRUCTIONS OR BUTYL BACKED ■■ ? ` :�: AT SILL EPDM SILL PAN WHERE INDICATED ! :�: CUT SLITS TO ALIGN -:�k. BY C4-WP 4.03 ■ ::::•• ■ ::�::: A WITH SILL AND HEAD :::: .•.-... 441$1. .* 1::: _ J ••:•• A 1::: ... .. _... ADHERE 9 WIDE DOW WEATHERMATE �.,^ ADHER .. . IDE DOW WEATHERMATE r STRAIGHT FLASHING TO JAMBS FOLD x - S IGHT FLASHING TO JAMBS •>:�;r:�µt.....,._..� NOTE.ALL CUTS, SLITS, PUNCTURES OR • � � 1:::::: :.-:.. :: INTO JAMB THE FULL WIDTH OF THE OVERLAP PREVIOUSLY INSTALLED 9" ; ;.:.-• :. BREACHES OF ANY KIND IN THE CONTINOUS �.: ° JAMB SILL, LAP OVER SILL PAN END FLASHING y.• . WEATHERMATE WEATHER RESISTIVE BARRIER SHALL BE FULLY SEALED WITH DAMS, EXTEND 3"ABOVE ROUGH WEATHERMATE TAPE IN STRICT ADHERANCE OPENING HEAD AT EACH SIDE WITH MANUFACTURES PUBLISHED LAP SELF ADHE:RED FLASHING OVER Q INSTRUCTIONS © END DAM OF PAN FLASHING AND SILL FLASHING A, e A4 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 1 A3 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 2 JAMB FLASHING A2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 3 Al DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 4 SCALE: NTS ARCH REF: WP-4.02 WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: INSTALLATION BY FRAMER INSTALLATION BY SIDER INSTALLATION BY SIDER INSTALLATION BY SIDER �. ADHERE 9" DOW WEATHERMATE INSTALL DOOR WITH INTEGRAL BRICK \ -- \ �\ STRAIGHT FLASHING TO HEAD OVER �-,„ MOLD WITH CONT. BEAD OF NON •`\ \ :: , NAIL FLANGE, EXTEND TO OUTER �'-� SKINNING BUTYL AT HEAD AND JAMBS \ INSTALL WRB PER A2/ EDGE OF JAMB FLASHING BEHIND INTEGRAL BRICK MOLD �� ° WP 3.00 = \\ ........................------ TOOL OFF EXESS SEALANT AT JAMBS - ....:=:::.. ::::::ice : : :: : ::: :::... a"::: :: :: :::::.. \,,, *::.:::::: . ........... ::::.. . ..... ........ INSTALL HEAD :. SEAL WRB TO HEAD ::.::: ...:::: .::............ .. :... ::: ::::::::.... FLASHING FLASHING WITH NON :::::::::•:•:•:•:.:::::::::::::::::::::::::::::1 . :::::::.::.::::::.::::::::.:. SKINNING BUTYL ..... ..... . ............ SEAL WITH ••••••••:-:•:•:•:.:.:-:.:•:.:.:•:•:.:-:.:•:.:.:::::::.•:::::::.::•::. INSTALL EXPANDING SEAL WRB AT JAMBS TO • .!:•:.: .... LOW FOAM TAPE PART NO JAMB FLASHING I4::: PRESSURE 1639042 INSTALLED IN STEPS 3 FOAM SEALER OVER BRICKMOLD AND 4 WITH CONT. BEAD :::::. ::::::. .. ::. PRIOR TO SETTING OF NON SKINNING• HEAD FLASHING BUTYL ..........:-.::::•••••-•.::..•.:::::::::::::::.1 ==:t: NO. DATE ISSUE .:-.:...:•:. ::.:...:::.:.:...:....1.......1.......1.................... :I I: � ::::: :: :::::: :: 1 07.27.10 FOR BID• + \ .,.- ' :: ::E 1::-: � 2 08.13.10 FOR PERMIT - -. :::: 3 09.9.10 REVISION SEE DOOR JAMB DETAIL DOO OAFMATN BRI:LIJI %_/ T HEAD USE SUFFICIENT AMBS AND SEALANT FOR SEALANT TO BE A VISIBLE, TOOL OFF EXCESS A ' B4 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 5 B3 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 6 B2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 7 B1 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 8 WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: SLOPED Ca BUTT JAMB TRIM TO HEAD w v! 0 a) WEEP AREA PRE MEASURE TRIM ' CENTER SECTION INSTALLATION BY SIDER INSTALLATION BY SIDER WN I"u Q 2 n Id INSTALL HORIZONTAL L.L. _ d! SET HEAD TRIM 1/2 ABOVE ,'� 1.\ ---:.M'Salic,,z BATTENS TO SUPPORT BOTTOM SLOPING SURFACE U L 0 PANEL SIDING EDGES AS o OF HEAD TRIM (ON TOP OF M ., ` APPLY ABS L � OCCURS END DAMS) r COMPATIBLE 7 Z — cy 2.-, NON-SKINNING 0 W �') BUTYL SEALANT I I ,,•,�I \ �. L. WHERE SILL WILL I �`'-� o Nj'._,N V �.�. CONTACT FRAMING GLUE TAB AREA BOND WITH � 2 ® cn TO FORM FULL BED PVC CEMENT PER CEMENT INSTALL BATTENS TO FULLY • ��` -� MANUFACTURER AND :N SUPPORT ENDS OF SIDING. �� C ♦^ ' OF SEALANT FIELD MEASU AND v! -/— ASSEMBLE JAM L JAMSILL INSTRUCTIONS 1 ��` 1 PIECES TO FORM Il∎ •. %' 41itilli SLOPED ONE PIECE SILL PRIOR TO WEEP AREA INSTALLING IN BACK PRIME AND INSTALL c. )' , OPENING SIDING WITH NAIL SPACE FOR TO DOOR FRAME I - C %44 1 O i. i , , DRAWN BY: JL, SH, JR , '' 1 , • H E , , • /,;11 CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 i li ' : l PROJECT NO: 2 010.P3 9 3 40DCS +'I SHEET NAME: Q4 DOOR FLASHING SEQUENCE C4'\ JAMSILL ISO ALTERNATE (FOR WINDOWS AND SWING DOORS ONLY ONLY) C3 JAMSILL ISO ALTERNATE (FOR WINDOWS AND SWING DOORS ONLY) C2 DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP 9 RAIN SCREEN BATTENS Cl DOW WEATHERMATE DOOR FLASHING SEQUENCE-STEP SHEET NO: © G SEQUENCE STEP 10 SIDING WP 4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: WP-4.02 SCALE: NTS ARCH REF: VVP 4.02 t , , . WALL FRAMING PER WALL FRAMING PER EXTERIOR SHEATHING PER ARCH WALL FRAMING, PER STRUCT, INSULATION, STRUCT. STRUCT. INSULATION, EXTERIOR SHEATHING INSULATION, SHEATHING PER STRUCTURAL VAPOR BARRIER, INTERIOR FINISH VAPOR BARRIER, HARDIE LAP SIDING VAPOR BARRIER, MATERIALS PER ARCH WEATHER RESISTIVE BARRIER, HEAD - INTERIOR FINISH / FLASHING AND SEAL WITH NON INTERIOR FINISH polo WEATHERMATE LAP SEAMS AT MATERIALS PER ARCH. WEATHERMATE PLUS LAP OVER WEATHER RESISTIV© E BARRIER; LAP SEAMS AT_ SKINNING BUTYL SEALAN MATERIALS PER OPENING HEAD � T ► i HEAD FLASHING VERTICAL LEG, WINDOW HEAD SET IN NON SKINNING BUTYL z ARCH. ` / p j 9 WEATHERMATE STRAIGHT \ I� SEAL WITH BUTYL © i FIBER C EMENT PANEL O/BATTENS JIr4lii WEATHERMATE 9 STRAIGHT a BEYOND FLASHING TAPE LAPPED O J © I 9 WEATHERMATE STRAIGHT ` �I WINDOW NAIL FLANGE z© 1 1. 'z LAP SIDING W/STARTER JAMB FLASHINGS AT EACH 111 ' / !' N i L , , `I © / W - / BAR ON VERT. BATTENS END OF OPENING 24 GA. PRE-FINISHED METAL mot- 0 z\ \ ‘ 1 / ' 111 ' HEAD FLASHING FASTEN 16"OC - o- u. 7,I STARTER STRIP 24 GA. BAKED ENAMEL METAL `I „ 04111111 can oo a 'flu„ I ri 9 WEATHERMATE STRAIGHT FLASHING LAPPED OVER _c" ce - II LAP SIDING W/STARTER o`� HEAD FLASHING; FASTEN 16 OC WIND W >. ! s / (`I . O FLANGE STR P O/ a o u r ! �_ 24 GA. PRE-FINISHED METAL VERTICAL BATTENS W/INSECT SCREEN I VERT. BATTENS FA‘ x ► Q o oc Ij z HEAD FLASHING; FASTEN 16 / WRAP CLOSURE HORIZONTAL BATTEN REF Al II _ ,o 0 © /WP 3.00 FOR _ t = `I • 24 GA. PRE PRE-FINISHED METAL ec ' v H t x / I ! OC AT BATTENS STRIPS STARTER STRIP I !p ADDITIONAL INFORMATION 16" -I w w H Ce x 14 111 . HEAD FLASHING FASTEN 16 OC AT ,,, o o W N U t r x 1 SPF WOOD HEAD TRIM PER ARCH FULLY PRIMED ! \ 1`I ! EXTERIOR SHEATHING BATTENS N SEALANT PER PULTE D I L © z ESGN >t I,� OVER HORIZONTA ! ' 111 ! �� o W W C/9 L BATTENS FASTEN WITH (2) I _ Xx u � ) ii STANDARD 24 GA. PRE FINISHED HEAD FLASHING' a ! I / PRE-PRIMED SPF TRIM PER ARCH PRIME ao A I- ,� y X1 1 „16d HOT DIPPED GALV NAILS WI FINISH HEADS � .. u ASTEN 16 OC ...1 :, � ,i`� � �!LI))U CUT ENDS IN FIELD FASTEN W/16d HOT Z ? _, 16 OC,SET, SEAL AND PAINT PER ARCH. I ,i i �I 1 L ‘2.N. o Li oi , - - -� i \ PRE-PRIMED SPF TRIM PER ARCH PRIME CUT ENDS IN 1� DIPPED GALV NAILS W/FINISH HEAD @' EXPANDING FOAM TAPE BELOW '� . 1 _\ _ 16 OC SET SEAL AND PAINT PER I FIELD FASTEN W 16 HOT ��, % INSECT SCREEN CLOSURE WRAP ..:.. I . / d DIPPED GALV NAILS W/FINISH mid.4 FLASHING. PART NO \ ... . 1639042 • i © I X11 I � �. HE ARCH @ 16 OC, SET, SEAL,AND PAINT PER ARCH. ;1 '� EXPANDING FOAM TAPE BELOW /I i ��l EXTEND BATTENS BEHIND TRIM ''FLASHING. PART NO. 1639042 EXPANDING FOAM TAPE BELOW FLASHING. PART NO. L IPA PROVIDE INSECT SCREEN WRAP RF M ..DOO RA E WITH INTEGRAL 11 1 9.� 63 042 �±� © l IC r- ,.. w CLOSURE 4 .. ...�� SEAL AT SPLICES BRICK M LDP .. --�� C O PER ARCH. ... r FULLY PRIMED �' AND AT END DAMS EXPANDING FOAM TAPE; PART N . 24 GA. PRE-FINISHED HEAD F �--,. D FLASHING; 1639 42 I WOOD STOP PER I, _ - W/1 PART 0 r �1i 4 „ ARCH. ui FASTEN 16 OC LOW PRESSURE SPRAY �- r POLYURETHANE SIKA LASTOMER 511 BUTYL i I � FOAM SEALER U 1! SWING DOOR ' SEALANT 5 A DOOR&TRACK SIKH LASTOMER 511 BUTYL © LOW PRESSURE SPRAY PER ARCH SEALANT BEHIND NAIL FIN FOAM SEALER ____1 - s k k \ INTERIOR COMPONENTS 4" VINYL WINDOW 4 PER ARCH. 110° SPLICE ONLY @ 4"" REFERENCE Al WP-4.02 FOR REFERENCE Al WP-4.02 FOR ■ RUNS > 10 FEET ADDITIONAL HEAD FLASHING REFERENCE Al WP-4.02 FOR HEAD j + ADDITIONAL HEAD FLASHING 110° INFORMATION FLASHING SPLICE �„3id. INFORMATION •/ CUT HEM BACK AT 1 © © JOINT TO ENSURE i_ TIGHT FIT "41� 7 4 A4 GARAGE DOOR HEAD A3 SWING DOOR HEAD 5 A2 FIBER CEMENT PANEL SIDING HEAD Al LAP SIDING HEAD WP-4.03 SCALE: 3"=1I-0" ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: WP-4.03 SCALE: 3"=V-0" ARCH REF: © 5 1 SCALE: 3"=1'-0" ARCH REF: WP-4.03 - VINYL WINDOW PER ARCH 4 A SPF TRIM PER ARCH FASTEN WITH 16d INSTALL SIDING WITH NAIL SPAC• DOOR FRAME WITH INTEGRAL HOT DIPPED GALV NAILS W/FINISH 4 BETWEEN WOOD TRIM BRICK MOLD PER ARCH. HEADS @ 16"OC, SET,SEAL AND PAINT PER ARCH.W/NAIL SPACE TO BATTEN SCHEDULED GARAGE WINDOW FRAME SPF TRIM PER ARCH FASTEN WITH 16d HOT DIPPED GALV NAILS W/FINISH DOOR&TRACK © 4"WEATHERMATE STRAIGHT STRAIGHT WEATHERMATE FLASHING HEADS @ 16"OC, SET,SEAL AND PAINT BATTEN FLASHING OVER NAIL FIN AND PER ARCH. WRB WEATHERMATE PLUS UP TO NAIL FIN NAIL WIDTH SPACE BETWEEN 2 x 4 TRIM PER ARCH 9"WEATHERMATE JAMB 4 4 FLASHINGS REF A4/WP 4.01 FIBER CEMENT PANEL INSTALL WITH TRIM AND WINDOW FRAME 4 NAIL SPACE TO WINDOW TRIM 9"WEATHERMATE >' STRAIGHT FLASHING VINYL WINDOW 2 x 6 WALL FRAMING PER STRUCT. FIBER CEMENT PANEL INSTALL a SIDING �-- WITH NAIL SPACE TO DOOR -\‘:::STRAGHT FSHING AT JAMB 4 SA : "STRAIGHT FLASHING OVERLAP WEATHERMATE PLUS - CONTINUOUS BEAD OF g"WEATHERMATE STRAIGHT �� Tour�A I ✓ NON SKINNING BUTYL �ZI�Z V FLASHING� ONTO SHEATHING © ■��V ��SEALANT © ..r•I SPF JAMB TRIM PER ARCH WEATHERMATE PLUS WEATHER �•,.. ' � � RESISTIVE BARRIER I ` _ • ;�'"' Imo_ `` � � Irty,r. SIKA LASTOMER 511 BUTYL �� - - EXTEND WRB TO JAMB NAIL © ■ ;�� SEALANT BEHIND NAIL FIN 5 �_._._._._._._._._._ 1. _._. i //��\ FLANGE 1 i 9 WEATHERMATE JAMB iummewidrs%/MAK/WW/M/A7M-I _� �� j SPF WOOD TRIM PER ARCH /// ///////// //, j '��, A NO. DATE ISSUE . FLASHINGS REF A3/WP e� 4.01 FA -----------------,--- / GREAT STUFF PRO LOW 1/1) , =I_� 1 07.27.10 FOR BID SIKA LASTOMER 511 BUTYL PRESSURE SPRAY FOAM SEALER -'-°--°'-°'-°--°-- SEALANT BEHIND NAIL FIN FORMULATED FOR WINDOW /04 SWING © INSTALLATIONS AND APPROVED BY�- 2 08.13.10 FOR PERMIT `V�I��: DOOR WINDOW MANUFACTURER DOW GREAT STUFF PRO LOW WEATHER MATE PLUS SEAL ONTO JAMB FLASHING PRESSURE SPRAY FOAM SEALER 3 09.9.10 REVISION WITH NON SKINNING BUTYL \ FORMULATED FOR WINDOW PROVIDE SOLID BLOCKING AT PANEL EDGES IF NOT Jb0VED BY D OW MANUFACTURER STRUCT. INSULATION, FOR ADDITIONAL INFORMATION WALL FRAMING PER O STRUCT. INSULATION, VAPOR BARRIER, 5 09.23.10 REVISION SIDING PER PLAN INSTALL WITH NAIL VAPOR BARRIER, INTERIOR FINISH SPACE TO WOOD DOOR JAMB © INTERIOR FINISH WALL FRAMING AND SHEATHING PROVIDE SOLID BLOCKING AT PANEL EDGES IF NOT MATERIALS PER ARCH. MATERIALS PER ARCH. PER STRUCT. INSULATION,VAPOR PROVIDED BY STRUCTURAL FRAMING REF Al /WP 3.00 6 10.07.10 REVISION © BARRIER, INTERIOR FINISH FOR ADDITIONAL INFORMATION NOTE: BATTENS INDICATED BEHIND MATERIALS PER ARCH. TRIM TYPICAL B4 GARAGE JAMB DETAIL B3 SWING DOOR JAMB B2 FIBER CEMENT PANEL SIDING JAMB B1 LAP SIDING JAMB WP-4.03 WP-4.03 SCALE: 3"=11-0" ARCH REF: SCALE: 3"=1-0" ARCH REF: WP-4.03 SCALE: 3"=l'-0" ARCH REF: WP-4.03 SCALE: 3"=1'-0" ARCH REF: WINDOW PER ARCH DOOR DOW SILL PAN @ CORNERS CUT BACK (� THRESHOLD DAM AS NECESSARY TO FIT UNDER I11 WIDTH THRESHOLD SET CORNER IN FULL BED .TOE BEAD OF NON SKINNING 4 FASTEN FLANGE PER W. BUTYL MANUFACTURERS W W K1 OF NON SKINNING BUTYL SEALANT Q %2 24 GA. 1/2"X 1/2"BACK ANGLE VINYL WINDOW PER ARCH. INSTRUCTIONS I 0 � M i � JçBACK SLIDING DOOR THRESHOLD;SET IN JAMSILL SILL PAN W/END DAMS 0 0 .a_a) ANGL- TOE BEAD OF SEALANT BEAD OF SILICON \ _ E SEALANT SET WINDOW IN TOE BEAD OF LI° co FASATAN SK 30 MIL BUTYL NON SKINNING BUTYL SEALANT r' i RANT BACKED EPDM PAN FLASHING FASATAN SK BUTYL BACKED EPDM (LE ��'' # 1295030 SILL SEALER EXTEND TO JAMSILL, SET IN BUTYL SEALANT SILL PAN, INSTALL PER C4 Q W 0) --- ---- BAS OF TRIM PER C4/WP 4.01 /WP4.00 OR C3/C4 WP 4.01 _c E A © I I 1_ 4 FOR JAMSILL ALTERNATE, SET JAMSILL IN 2 0 (n 2 DOOR THRESHOLD IM 4 BED OF ABS COMPATIBLE NON SKINNING �7L,- 4�.] BUTYL D F- as SEE ALSO INSTALLATION �: 1 .∎��∎��w � �:' SPF TRIM PER ARCH FASTEN WITH 16d HOT +14 (1) SEQUENCE SHEET WP 4.02 1/4 X 114 KERF CUT AT 4 OC �■ L■L I DIPPED GALV NAILS W/FINISH HEADS @ 16"CC, `II, _r SPF TRIM PER ARCH FASTEN WITH 16 H CD re/I i - I%�' \ SET, SEAL AND PAINT PER ARCH. POSITION TRIM d OT DIPPED T P I I '� �I GALV NAILS W/FINISH HEADS @ 16"OC,SET,SEAL AND ` V r ( _II, - W/NAIL SPACE TO WINDOW FRAME AND SIDING j �. 2. 114"X 1/4"KERF CUT AT 4"OC / i � PAINT PER ARCH. POSITION TRIM WITH NAIL SPACE TO SPF TRIM RIPPED FROM 2X MATERIAL FASTEN W116 d �� w I --- �� øI 4 OF WINDOW / I\\\ WINDOW FRAME BEVEL TOP EDGE WHERE PRO D F U O/ ■ 2 X 6 SPF TRIM PER ARCH 1 FRAME, PRIME ALL CUT EDGES_- 1 MIN �■ 4 -� , I _ 101 1 CORNER AND INSTALL WITH MODERATE CONTACT TO ■ _ �+ HORIZONTAL BATTEN PROVIDE SOLID BLOCKING OR__ III ► 4 THRESHOLD, BACK PRIME ALL CUT EDGES 1 STRAP AT PANEL EDGES IF NOT H �■ , � a I I 1 O PROVIDED BY A i- �� ' d ■� i SILL FLASHING WRAP FROM / STRUCTURAL FRAMING REF Al /WP 3.00 FOR FOR ►�■ t S/S�s x 2/2 POWERS SPIKE ? I� ADDITIONAL INFORMATION WEATHERMATE PLUS WEATHER RESISTIVE 24 GA. PRE-FINISHED METAL `: id •. 4. ') @ 6"O.C. STAGGERED;FLASHING FASTEN 16 OC `�_ : __._-��__ = ; 1IUBARRIER 12 TARGET STAPPLED UNDER I • _/ FASTEN INTO PRE-DRILLED �r So ICI SILL PAN LOWER LEG ` O �' `�� .} 4 ma HOLES Ø I• • WEATHERMATE PLUS WRB TUCKED \ I ICI UNDER SILL FLASHING TARGET LAP SIDING W/NAIL SPACE BEWEEN d d (/I © TRIM AND SIDING 4 Q : 4 / _ 101111 EXTERIOR SHEATHING DRAWN BY: JL, SH, JR 9"WEATHERMATE STRAIGHT a / BATTENS 110° / IØi: SILL FLASHING WRAP FROM WEATHERMATE PLUS FLASHING COORDINATE a / ' WEATHER RESISTIVE / WEATHERMATE PLUS WRB TUCKED UNDER CHECKED BY: CRM II , ES STIVE BAR RIER 12"TARGET STAPPLED•€ LOCATION WITH STRUCTURAL I 4 IP I UNDER SILL PAN LOWER LEG tit SILL FLASHING TARGET FASTENING ' WALL I I I SCALE: AS NOTED "'l� 5 ill FRAMING I I I l EXTERIOR SHEATHING '6> 4 24 GA. PRE-FINISHED METAL % I / G d d a BATTENS I I„ AND •FLASHING FASTEN 16 OC / •d . A A © original sheet size 24 x i „ 0 / SHEATHING FIBER CEMENT PANEL \ 36 i / I PER STRUCT. © I INSULATION, WALL FRAMING AND SHEATHING r ! i I VAPOR CONCRETE PER STRUCTURAL PER STRUCT. INSULATION,VAPOR PROJECT NO: 2010.P33940DCS DECKING JOISTS&HANGERS / BARRIER, BARRIER, INTERIOR FINISH AND LEDGER PER STRUCT. I r INTERIOR MATERIALS PER ARCH. NOTE: TYPICAL TRIM MATERIALS SHEET NAME: REVISED TO INDICATE 5/4 NOMINAL WINDOW WP DETAILS$0111111411110 WEATHER RESISTIVE BARRIER 1 : MFINISH ATERIALS THICKNESS MATERIAL PER PULTE LAP SIDING 0/VERT. BATTE NS PER ARCH. SHEET NO: C4 DECK DOOR THRESHOLD �� C3 SWING DOOR THRESHOLD C2 FIBER CEMENT PANEL SIDING SILL C1 LAP SIDING SILL WP-4.03 SCALE: 3"=l'-0" ARCH REF: WP-4.03 SCALE: 3"=l'-0" ARCH REF: WP-4.03 SCALE: 3"=l'-0" ARCH REF: WP-4.03 SCALE: 3"=l'-0" ARCH REF: WP 4.03 1 I LEAD CAP OR OPTIONAL LEAD PIPE 24" MIN. 3 RIDGE SHINGLES CUT FROM 3-TAB SHINGLES OR • FLASHING TURNED DOWN PLUMBING VENT PIPE 1-4 mid INTO SOIL STACK 1" FASTEN METAL W/#10 X 1"PANCAKE _ USE PRE-FORMED RIDGE SHINGLES FROM MANUF. (SOIL STACK) - - - - - - - (DO NOT BLOCK I.D. OF PIPE) HEAD TYPE'A'SCREWS, MIN. 12"0.C. PIPE PENETRATION; INTO PRE-PUNCHED%2"OVAL HOLES DOUBLE HOT DIPPED :.:: ::. .^ EXTEND METAL FLASHING SET BASE IN MASTIC I I GALVANIZED NAILS z to BEYOND TN4 ON UNDERLAYMENT � a _ LAP VALLEY METAL 8"MIN.& 411PP OO t INSTALL RIDGE SHINGLES TO SELF-SEAL S d SET IN TWO BEADS SELF ADHESIVE MEMBRANE LAPPED VALLEY METAL. SEE I co : I I POLYURETHANE SEALANT WITH UNDERLAYING RIDGE SHINGLE *%■ , , a ' r - /. VALLEY METAL SECTIO B4 P 5 02 �_ RED r —' BACKER PLATE SOLDERED oc p 1 \ . A I I OR SEALED TO RIDGE N METAL VALLEY FLASHING Wi '... FLASHING TO CLOSE GAP 1- 0 j� `` COMPOSITION UNDERLAYMENT TO EXTEND ... .,,, i , ..� CENTER RIDGE UNDERLAYMENT; °- U. v ASPHALT SHINGLES ONTO VALLEY METAL FLASHING N ,,N LAP EACH ROOF PLANE o SEAL PIN HOLE a` o z 1' w &SEALEDW/MASTIC f NN .. �„ 2> . '� .. vs,`„' „,v,,, LAYER OVER RIDGE '� N FULL SHEET OF SELF-ADHERED \ EXTEND UNDERLAYMENT Q °o ^ .o ? ,t. �� . CHALK LINES DIVERGE/g/FT ' `; c J MEMBRANE OF SHAKE FELT IN TO TOP OF STEP w - 1- 't H L •. •-. •• .. .... a DOWN THE ROOF SLOPE VALLEY �, J o o W z?(L : :D iii ,, 1 CLIPPED OFF SHINGLE G PREFABRICATED �.. .. METAL FLASHING• 41 .VALLEY EDGE IN MASTIC Q� COUNTRFLASH WITH 4" >= iiill / SECURE PER MNFR. �" i STRIP OF SAM BONDED `%. PREFABRICATED ` TO SUBSTRATE V SET IN FULL STARTER SHINGLE TO BE EVEN FLASHING COLLAR; ... •,, ` ; .,., W/'T'MTL EAVE FLASHING PLYWOOD :... ..SEAL PIPE TO BED OF MASTIC FLANGE CONNECTION PREFABRICATED , : *** rfr • METAL FLASHING ''‘I ■' t **■■ 1 It VA,I0 1 W V*AiLlIt ,..‘ PIPE PENETRATION NOTE: IlkWO ' STORM COLLAR ASPHALT SHINGLES WHERE VALLEY MTL IS HIP FASTENING SIMILAR 4 NAILED,STRIP EDGES W/ UNDERLAYMENT $0$ ♦ ®,I MIN.4"STRIP OF S.A.M. u \ CUT OFF SHINGLES AT AN OR WEBBING&MASTIC; ANGLE FROM EACH TAB -------._.•-=-0.--- DO NOT NAIL WITHIN 6" METAL FLASHING WITH ■' i . /// OF CENTERLINE. STORM COLLAR .• 'i/�/�/ . //#� SEAL FLANGE TO CUTTING RIDGE SHINGLES UNDERLAYMENT W/ . FROM 3-TAB SHINGLES SELF-ADHERED MEMBRANE A4 SOIL STACK PENETRATION A3 OPEN VALLEY FLASHING A2 RIDGE- NON VENTED Al RIDGE MEETS UPPER WALL WP-5.02 SCALE: 3"=l'-0" ARCH REF: / ..VP,-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 SCALE: 3"=1`-0" ARCH REF: WP-5.02 SCALE: 3"=1'-0" ARCH REF: ROOFING UNDERLAYMENT TURNED UP WALL12" INDIVIDUAL STATIC OR POWER VENT PER ARCH; ROOF VENT; 1 DOUBLE HOT DIPPED OSB ROOF SHEATHING SET BASE IN MASTIC 1111100101% GALVANIZED ROOFING NAILS FASTEN THROUGH UPSLOPE METAL FLASHING W/HEMMED COMPOSITION SHINGLES FLANGE("BLIND-NAIL")TO EDGE UNDER END TO CREATE SECURE VENT TIGHT CONNECTION 4. PRIMED T1-1 1 SIDING SQUARE EDGE AT OVERHANGS W.R.B.TO LAP 0i 1 . ' . .. . .. . . . . . CONTINUE FLASHINGS MIN.2 TRUSS TAILS A . . . .. . . . UPSLOPE WI , W STEP FLASHING , 4�4y`` SINGLE LAYER OF , 4�yL1` UNDERLAYMENT .TOP LAPPED VALLEY ME TAL _I SECURE TOP LAPPED VALLEY TWO e I 4F4r Q, 500mm STARTER STRIP • BEADS OF POLYURETHANE ■ ALANA /*4ø' 7 / y 2"MIN. FASTEN ONLY THOUGH THE I �� .. ,*■�:, DOUBLE HOT BOTTOM LAPPED VALLEY METAL. � I � . .I � 1-.� �, S DIPPED , I J - - �:: SPIKE&FERRULE DO NOT NAIL EXPOSED. ..\. . . OA 1 NO DATE ISSUE GALVANIZED �� :: ..<<: F ,: ATTACHMENT SURFACER BOTTOM LAPPED VALLEY METAL o,r•- ✓ �� • ROOFING NAIL ?'! :I : 6„MIN. 1 UNDERLAYMENT , r•—•_'r �� 1 07.27.10 FOR BID•.o'r I .r - �::.: r , IN 8 ✓ 1, .: .: -; �" F • .1 FOR PERMIT UNDERLAYMENT ,� _.• �,.�� a��', SIDING OVER SHEATHING POLYURETHANE LOCK SEAM ' ��-c ::;: : REVISION SEALANT �' 26 GA GUTTER �� TYP. EXTERIOR WALL WITH G !, FULLY SOLDERED CLADDING KICK OUT FLASHING ` .,.` 1 I NOTE: SITION APRON FLASHING TO BE COMPO ASPHALT SHIGLEN COUNTERFLASHED 3"MIN W/W.R.B. &CLADDING OR REGLET TALL PROFILE VENT LOW PROFILE VENT I I B3 VALLEY METAL FLASHING SECTION B3 APRON FLASHING W/KICKOUT B2 EAVE ADJACENT TO PROPERTY LINE B1 TYPICAL VENT PENETRATION WP-5.02 SCALE: 3"=l'-0" ARCH REF: 3 WP-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 SCALE: 3"=1'-0" ARCH REF: WP-5.02 '. SCALE: 3 -1 0 ARCH REF: �_ _ 73 CO N W U) o, � W ce 2 Lx W Q CO 1 0 0 0 ALE5 V 0 r W Z ® w c l .j (O •- 1 1 2Ou) 2 1-- l' FOR CONSTRUCTION j I DRAWN BY: JL, SH, JR CHECKED BY: CRM SCALE: AS NOTED original sheet size 24 x 36 } PROJECT NO: 20 10.P33940DCS SHEET NAME: ROOFING WP DETAILS SHEET NO: WP 5.02 GENERAL: . 1. THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, METAL PLATE CONNECTED TRUSSES: 1. METAL PLATE CONNECTED TRUSSES SHALL BE DESIGNATED AND MANUFACTURED IN ACCORDANCE WITH "DESIGN ABBREVIATIONS SPECIFICATIONS, THESE NOTES,AND ANY SITE CONDITIONS SHALL BE REPORTED IN A TIMELY MANNER TO THE „ ARCHITECT/ENGINEER DESIGN TEAM, WHO SHALL RESPOND TO ANY DISCREPANCY IN WRITING. ANY WORK DONE BY THE SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES , TPI-24 AS PUBLISHED BY THE TRUSS 1 PLATE INSTITUTE AND SHALL BE DESIGNED NED F R THE FOLLOWING JVIN MINIMUM LOADS: CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S OWN RISK. S G FOR 0 0 G U 0 S. AB ANCHOR BOLT HT HEIGHT 2. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH TOP CHORD = 25 PSF LIVE LOAD ABT ABOUT IN INCH OR INCHES CO = 10 PSF DEAD LOAD AC ASPHALTIC CONCRETE LBS POUNDS WORK OR FABRICATION. 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING,AND BOTTOM CHORD = 10 PSF LIVE LOAD (NON-CONCURRENT) ACI AMERICAN CONCRETE INST. LG LONG =5 PSF DEAD LOAD ADD'L ADDITIONAL LL LIVE LOAD SAFETY REQUIRED FOR THE WORK. TOTAL LOAD =45 PSF +SELF WEIGHT APPROX APPROXIMATE MAX MAXIMUM 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL ERECTION BRACING, FORM WORK,AND = ARCH ARCHITECTURAL NET UPLIFT - MB MACHINE BOLT U FT (iMND) 5 PSF TEMPORARY SHORING REQUIRED FOR THE WORK. BBO BEAM 0, 0 EAM BY OTHERS MECH MECHANICAL 2. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS, STRESS DIAGRAMS, SHOP DRAWINGS AND CALCULATIONS BEARING CO �- 5. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTION. THE DRAWINGS GOVERN OVER THE STRUCTURAL NOTES TO BO BY OTHERS MIN MINIMUM THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PROJECT'S LOCATION TO THE ENGINEER-OF- BASE PLATE THE EXTENT SHOWN. MISC MISCELLANEOUS i RECORD FOR REVIEW. BLDG BUILDING NIC CO 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN THE FIELD. COORDINATE NOT IN CONTRACT 3. THE'TRUSS MANUFACTURER SHALL SUPPLY ALL HARDWARE,ANCHORAGE,AND METAL SEATS REQUIRED,AND SHALL BM BEAM NO OR# NUMBER O� LOCATIONS OF OPENINGS THROUGH FLOOR, ROOFS AND WALLS WITH ARCHITECTURAL PLANS. NOTIFY OWNER'S Q OF A DESIGN AND INDICATE BRACING REQUIRED TO BE SUPPLIED BY THE GENERAL CONTRACTOR. BOT BOTTOM NOM NOMINAL REPRESENTATIVE 0 ANY DI S N DISCREPANCIES. 7 4. LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM BOARD CEILING. Q CENTERLINE NTS NOT TO SCALE O6 C/)5 DETAILS SHOWN ON THE DRAWINGS ARE INTENDED TO APPLY AT ALL SIMILAR CONDITIONS AND LOCATIONS. CLR CLEAR OC ON CENTERS 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER AT ANY MEMBER OF 8. DO NOT SCALE INFORMATION FROM STRUCTURAL DRAWINGS. COL COLUMN PCF POUNDS PER CUBIC FOOT Cr) 2000 LBS.AND MINIMUM SIZE OF PLATES OF 3"X 5". 9. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR ELEVATIONS, SLOPES& RECESSES. CONC CONCRETE PLCS PLACES L,J 6. TRUSS SUPPLIER SHALL REVIEW ALL OF THE TRUSS, BRIDGING, HANGER, BLOCKING AND WEB STIFFENERS REQUIREMENTS CONT CONTINUOUS,CONTINUITY It, PL PLATE DESIGN CODE: AND ALL CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. CONT'D CONTINUED PSF ___I S POUNDS PER SQUARE FOOT 1. 2009 INTERNATIONAL BUILDING CODE/2010 OREGON STRUCTURAL SPECIALTY CODE DB DROP BEAM PSI POUNDS PER SQUARE INCH 2. ASCE 7-08 SAWN FRAMING LUMBER: DET DETAIL PT PRESSURE TREATED DIA, 0 DIAMETER 3. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC...) SHALL BE PER THE LATEST OR MOST CURRENT 1. ALL SAWN LUMBER SHALL BE S4S, GRADED IN ACCORDANCE WITH WCLIB RULES#17, OF THE FOLLOWING R RADIUS DIM DIMENSION REINF EDITION AVAILABLE. GRADES: REINFORCING �ry 4. DESIGN LOADS: STUD, PLATES, HEADERS, BLOCKING = HEM-FIR STUD GRADE DWG DRAWING REQ'D REQUIRED v ROOF(SNOW LOAD) 25 PSF 2x&4x BEAMS = DF-L NO. 2 DWL DOWEL RET W RETAINING WALL CD (.3 E.,,I EA EACH REV REVISION z FLOORS 40 PSF 6x BEAMS, POSTS DF-L NO. 1 EF EACH FACE SCHED SCHEDULE R SHALL S-DRY, LLJ WIND 100 MPH (EXPOSURE B BUILDING CATEGORY II 2. ALL 2x LUMBE S LL BE S DRY U.N.O. OSU U G C GO ELECT ELECTRICAL ( } SHT SHEET J SEISMIC DESIGN CATEGORY D1, SITE CLASS D 3. DOUBLE ALL JOISTS UNDER ALL PARALLEL PARTITIONS. ELEV ELEVATION SIM SIMILAR (�1n� R=6.5, Ss=0.942, S1= 0.339 4. PROVIDE SOLID BEARING BELOW ALL 2ND &3RD FLOOR POSTS, ALIGN &MATCH POST BELOW W/POST ABOVE. EQUIP EQUIPMENT SPECS SPECIFICATIONS V FOUNDATIONS: ETC ET CETERA SQ SQUARE w 5. OVER-FRAMING TO BE 2x6 RAFTERS 24" O.C. W/2x4 VERT SUPPORTS DOWN TO MAIN ROOF 48" O.C. TYPICAL. CO 1. MAXIMUM DESIGN SOIL BEARING PRESSURE = 1500 PSF ASSUMED. 6. WALL STUDS WITH A HEIGHT GREATER THAN 10'-0" SHALL BE SPACED AT 12" O.C. EW EACH WAY STD STANDARD E EXISTING STIFF STIFFENER 2. FOOTINGS SHALL BE FOUNDED ON FIRM, UNDISTURBED SOIL OR ON APPROVED STRUCTURAL FILL. (E)7. POSTSAT WINDOW AND DOOR OPENINGS SHALL BE 1 2x TRIMMER AND 1 2x KING, UNO. ( } ( ) EXIST EXISTING STL STEEL 3. STRUCTURAL FILL SHALL CONSIST OF CLEAN WELL-GRADED SAND, SAND AND GRAVEL, OR CRUSHED ROCK. S > 8. DENOTES FLUSH BEAM UNDERSIDE(FB) DE 0 S US EAM INDICATING TOP OF BEAM AT U S DE OF SHEATHING. ( ) FB FLUSH BEAM STRUCT STRUCTURAL 4. THE STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8" IN THICKNESS AND THOROUGHLY 9. (DB) DENOTES DROP BEAM INDICATING TOP OF BEAM AT UNDERSIDE OF FLOOR TRUSSES. fc COMPRESSIVE STRENGTH T& B TOP& BOTTOM 0 COMPACTED TO A DENSE, NON-YIELDING STATE. OF CONCRETE, PSI 10. REFER TO DETAIL 1/57.0 FOR TOP PLATE SPLICE CONDITION. � TOC TOP OF CONCRETE Cn a 5. STRUCTURAL FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY AS OBTAINED BY ASTM MODIFIED FCO FLOOR CLEANOUT TOS TOP OF 11. REFER TO DETAIL 2/57.0 FOR FRAMING OF TYPICAL OPENING. 0 0 STEEL PROCTOR. FD FLOOR DRAIN TS TUBE STEEL 12. BALLOON FRAMED JOISTS SHALL BE SPACED AT 1 -0 O.C. 6. ALL FOOTINGS SHALL BE A MINIMUM OF 1'-6" BELOW FINAL GRADES. FDN FOUNDATION TYP TYPICAL 7. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0" HORIZONTAL TO I-0"VERTICAL PRESSURE TREATED {P.fi.) LUMBER: FLR FLOOR UBC UNIFORM BUILDING CODE 1. MILD STEEL& UNCOATED BOLTS MAY BE UTILIZED TO INSTALL TYPICAL SILL PLATES & HOLDOWN ANCHORS ONLY IF FOS FACE OF STEEL UNO UNLESS NOTED OTHERWISE STEPS. FS FAR SIDE SBX/DOT CHEMICALS, WHICH ARE NOT INJURIOUS TO THE UNCOATED STEEL,ARE USED IN THE TREATMENT VERT VERTICAL 8. DO NOT EXCAVATE GREATER THAN A 2:1 SLOPE BELOW FOOTING. FT FOOT OR FEET W OR W/ WITH OF THE SILL PLATE. FTG FOOTING CONCRETE (CAST IN PLACE): 2. PROVIDE PRESSURE TREATED (P.T.) LUMBER AT ALL MEMBERS IN CONTACT WITH CONCRETE OR MASONRY. GA GAUGE 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AND SHALL DEVELOP A MINIMUM 28 DAY LABORATORY CURED 3. PROVIDEPRESSURE TREATED (P.T.)LUMBER AT ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. GALV GALVANIZED •. N COMPRESSIVE-CYLINDER STRENGTH OF 3000 PSI. 4. PRESSURE TREATED LUMBER THAT IS CUT SHALL HAVE THE CUT END TREATED TO RESIST ROT AND DETERIORATION. GRD GRADE o N 2. CONCRETE FORMS, MIXING, PLACING, AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE PRACTICE, HGR HANGER 0 U O C U 0 CO C C CE LATEST , 0 N SHEATHING: HORZ HORIZONTAL ., �.r; EDITION AND SPECIFICATIONS. � • 1. ALL SHEATHING SHALL BE,APA RATED WITH EXTERIOR GLUE AND PANEL IDENTIFICATION INDEX. HS HIGH STRENGTH p 3. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4 INCHES. ''--11- . HSB HIGH STRENGTH BOLT �--- . PLACED I PANEL THICKNESS AND IDENTIFICATION INDEX SHALL BE AS FOLLOWS: X 4. CONCRETE SHALL BE C IN ONE CONTINUOUS OPERATION. X11 • CO C S 0 CO UOUS 0 Q 5. ALL BOLTS IN CONCRETE SHALL CONFORM TO ASTM SPECIFICATION A307 AND SHALL BE OF THE SIZE INDICATED ON A) ROOF SHEATHING 7/16" NOMINAL, INDEX 24/16 4� ;: +: THE DRAWINGS. B) 2ND FLOOR =3/4" NOMINAL, INDEX 48/24 0-, o 3RD FLOOR =3/4" NOMINAL, INDEX 48/24 -- REINFORCING STEEL: C) WALLS = 7/16" NOMINAL, INDEX 24/16 :::.:11:.''', ,, I. REINFORCING BARS SHALL BE NEW BILLET STEEL AND SHALL CONFORM TO: 2. , FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END ;f:: :.: . 3. ASTM A615 GRADE 60 FOR ALL REINFORCEMENT. JOINTS SHALL BE STAGGERED. Ct 0 • . i t,. I.:;.:• `" 3 2. ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL CONFORM TO IBC STANDARDS. 3. BLOCK ALL WALL SHEATHING WITH 2x4 BLOCKING AT ALL EDGES. a, 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 4. 5 PROVIDE EXTERIOR GRADE SHEATHING AT ALL LOCATIONS PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS. -: - M BE DETAILED, CO C U 4. REINFORCEMENT SHALL LED FABRICATED AND PLACED IN ACCORDANCE WITH ACI CODE 318 AND ACI AL -- ... . .. ,x N 315, UNLESS OTHERWISE NOTED. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT , . o N NAILING AND FASTENERS: NI ems AND COATINGS OF ANY MANNER THAT WILL REDUCE BOND. ALL REINFORCEMENT SHALL BE CONTINUOUS WITH 1. NAILING INDICATED ON PLANS AND DETAILS ARE "COMMON" NAILS. MINIMUM FRAMING NAILING SHALL CONFORM TO w ° ADEQUATE LAPS. - vD 2009 IBC/2010 OSSC TABLE 2304.9.1. SEE DETAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS. SUBSTITUTION , 5. REINFORCEMENT SHALL BE SECURED IN FORMS WITH SUITABLE TIES AND ANCHORAGE TO PREVENT DISPLACEMENT. - o g OF NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. - N 0 BARS ADJACENT TO EARTH SHALL BE SUPPORTED BY CEMENT MORTAR CUBES. 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 2. POWER DRIVEN NAILS OTHER THAN "COMMON" IS NOT PERMITTED WITHOUT PRIOR APPROVAL. 3. ALL FASTENERS SECURED TO PRESSURE TREATED LUMBER OR PERMANENTLY EXPOSED TO OPEN AIR CONDITIONS SHALL =A) CONCRETE CAST AGAINST EARTH 3 ecru a B) CONCRETE EXPOSED TO EARTH OR WEATHER BE HOT-DIP GALVANIZED. st At #5 AND SMALLER= 1Y2' PRO/ 4. ° SHEATHING NAILING SHALL BE AS FOLLOWS: ��O PROF��' C) CONCRETE NOT EXPOSED TO EARTH OR WEATHER �� G1 NE /p A) ROOF SHEATHING = 8d AT 6" O.C. AT ALL PANEL EDGES �,� FAQ SLABS,#11 BARS AND SMALLER= %4' 12,320 5 8d AT 12" O.C. AT ALL INTERMEDIATE SUPPORTS BEAMS AND COLUMNS = 1Y #6 AND LARGER =2" = '+ R B) FLOOR SHEATHING 8d AT 6" O.C. AT ALL PANEL EDGES : ;-�� .�- .;-� 7. PLACE 2-0 x 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS EQUAL IN SIZE AND 8d AT 12" O.C. AT ALL INTERMEDIATE SUPPORTS � - 1"0.4.' ' " SPACING TO HORIZONTAL REINFORCING. C)WALL SHEATHING = BLOCK AL EDGES WITH 2X4 FLAT, NAILING AS INDICATED ON DRAWINGS 0 OREGON = 8. REINFORCEMENT SPLICES, SHALL BE 44 DIA. (24" MIN.) LAPS. 5. ALL BOLTED CONNECTIONS SHALL BE MADE WITH MACHINE BOLTS (MB) CONFORMING TO ASTM A307. ALL BOLTS AND `!�Y 15,19$4)■4r. 9. UNLESS NOTED OTHERWISE, PROVIDE SHRINKAGE &TEMPERATURE REINFORCEMENT IN ALL SLABS. LAGS SHALL BE INSTALLED WITH STANDARD WROUGHT WASHERS, UNLESS NOTED OTHERWISE. C� 10. REFER TO DETAILS 1/S6.0&2/S6.0 FOR TYPICAL STEM/FOOTING REINFORCEMENT. N J. E 6. JOIST HANGERS, HOEDOWNS AND OTHER FRAMING ACCESSORIES ARE REFERRED TO ON PLANS BY PARTICULAR TYPE AS MANUFACTURED BY SIMPSON COMPANY. ALL HARDWARE IS TO BE FASTENED PER MANUFACTURER'S SPECIFICATIONS, MANUFACTURED JOISTS: U.N.O. EXPIRES'12-31-2011 7. ANY REQUIRED EPDXY ANCHORS SHALL BE ADDRESSED ON A LOT BY LOT BASIS BY ENGINEER OF RECORD. ENGINEER OF RECORD 1. ROOF AND FLOOR FRAMING DESIGNATED "AS MANUFACTURED SHALL BE THE TYPE AND SIZE INDICATED ON DRAWINGS,AND 3 MANUFACTURED BY OTHERS SHALL BE CONTACTED FOR DESIGN & DETAILING OF EPDXY ANCHOR PRIOR TO ANY WORK BEING COMPLETED. ALL EPDXY WORK SHALL BE SUPERVISED BY A SPECIAL INSPECTOR,AND INSTALLED AS RECOMMENDED BY THE MANUFACTURER. 0 = w o 2. ALL BEAMS DESIGNATED "PSL"SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: < -, N Fb=2 900 psi, Fv=328 psi, E=2.0 MILLION 8. SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 1/2" DIAMETER X 10" LONG ANCHOR BOLTS WITH Q U p , p , n " � � ,, o 3. ALL BEAMS DESIGNATED "LSL" SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: Y4 X 3"x 3" PLATE WASHER BETWEEN SILL PLATE AND NUT AT 4-0 O.C. MAXIMUM AND WITHIN 1'-0" OF SILL PLATE d- o Fb=2325 psi, v=460 psi, ENDS, CORNERS OR SPLICES, UNLESS DETAILED OTHERWISE. w F - E=1.55 MILLION o 4. JOIST SUPPLIER SHALL SUBMIT DESIGN CALCULATIONS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER z w w . IN THE STATE OF THE PROJECT TO THE ARCHITECT/ENGINEER FOR REVIEW. LEGEND AND SYMBOLS . - i--- w �d = ¢ -a 5. TRUSJOIST SHALL SUPPLY JOISTS, BRIDGING, HEADER HANGERS, BLOCKING, NOTCHED PLATES AND OTHER ACCESSORIES 0 3 0 v 0 : NECESSARY FOR THE PROPER ERECTION & PERFORMANCE OF THEIR PRODUCT. c 6. TRUSJOIST TRUSSES &JOISTS SHALL BE ERECTED AND BRIDGED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS m AND SPECIFICATIONS. 7. LAMINATE MULTIPLE JOISTS WHERE INDICATED ON DRAWINGS AS PER JOIST MANUFACTURER'S RECOMMENDATIONS. BEARING WALL ELEVATION LETTER Q: 8. DESIGN ROOF AND FLOOR JOISTS FOR LOADS SHOWN BELOW: an FLOOR LIVE LOAD =40 PSF ROOF SNOW LOAD = 25 PSF NON-BEARING WALL ©IS ELEVATION VIEW 0 9. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO ROOF TOP MECHANICAL VP cn () UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, FOLDING PARTITIONS,AND OTHER CONCENTRATED LOADS PRIOR TO JOIST FABRICATION. SHEET WHERE DRAWN z z -E 10. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. o 11. JOIST SU PPLIER SHALL INSPECT ALL THE JOISTS, BRIDGING, HANGERS, BLOCKIN G, WEB STIFFENERS,AND ALL OTHER INDICATES HOLDDOWN ANCHOR _a_ o TYPE AND LOCATION E O H- ACCESSORIES TO ASSURE THE INSTRUCTIONS AND SPECIFICATIONS WERE FOLLOWED AND PROVIDE THE DESIGN TEAM _ _ _ o a) WITH A FINAL REPORT. SECTION LETTER w L FOUNDATION/STEM WALL 0 0 12. IF JOISTS ARE SUPPLIED OTHER THAN THOSE SPECIFIED, THE JOISTS SUPPLIED SHALL MEET OR EXCEED THE SHEAR - a) CAPACITY, MOMENT CAPACITY,AND STIFFNESS PROPERTIES OF THE JOIST SPECIFIED IN A SIMPLE SPAN CONDITION. HE S EE SHEARWALL AMI- E SCHEDULE FOR TYPE BUILDING SECTION (n GLUE LAMINATED MEMBERS: Mr a) 1. ALL GLUE LAMINATED TIMBER BEAMS SHALL BE DOUGLAS FIR GRADE 24F-V4 AT ALL SIMPLE SPAN BEAMS AND GRADE SHEAR PANEL - o NY;,;,f,,,;:>:»::>::»:.:>;:.:;.: ; .F,:>,,: SHEET WHERE DRAWN 24F-V8 AT ALL CANTILEVER AND CONTINUOUS SPAN BEAMS, UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. --:,,,,,,,fffai>:;r ;::'::>-«;r.:.. z U 2. ALL GLUE LAMINATED TIMBER SHALL BE FABRICATED IN ACCORDANCE WITH AITC 117-93 MANUFACTURING, USING DF 1 1 LUMBER AND WATERPROOFING ADHESIVE. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND BE SEE HOLDDOWN co ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. SCHEDDULE ULE F FOR TYPE w °- 3. GLUE LAMINATED TIMBER BEAMS SHALL HAVE CAMBER AS INDICATED ON THE DRAWINGS. z 4. ALL GLUE LAMINATED MEMBERS SHALL BE NOTCHED, SHAPED AND FINISHED AS PER PLANS AND SPECIFICATIONS. i o U BREAK INDICATOR I, z Et rn 0 M cn a) E o O = x a) a) SHEET NO. 0 W 0 ° S 1 i U a) O 00 I'1L eL n = JOB N0. o CEN-090 1 , . KEY NOTES 0 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS ® SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS%4" 0 x 4%2" © 12" O.C. 0 SIMPSON ACE6 1 g SIMPSON LUS26 @ EA JOIST UR) ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 W ® SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL CL SIMPSON LGT3 © @ SIMPSON ABA66 W/WEDGE ALL 0 CY) 7 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA DE ' I'-'CONDITIONS SHALL BE PRESSURE TREATED LUMBER „ r, I W/8d NAILS 2/ O.C. EDGES, 12 O.C. FIELD. 23 @ r rr „ O ADJOINING AN 16-0 16-0 FRAMING AT PANEL EDGES SHALL BE 2 2x DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA ( ) = OD 8 / / / 6" NAILS SHALL W/8d NAILS @ 6 O.C. EDGES, 12 r, O.C. FIELD MIN & S SH LL BE 1„ r 1„ 1�, 1,r �' ,r 6- r rr 41-7-2" 41-7-2 , „ 6- , „ Q 8-0 2-10 2 2-10 8-0 g0 HEADER SHALL EXTEND OVER SHEARWALLS 24 DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA / // / / / �/ / J W/8d NAILS 6 O.C. EDGES 12 0.C. FIELD a_ 0 (I) 10 SIMPSON HUCQ412 BALLOON FRAMED WALL. PROVIDE WALL STUDS 11 I— /,--,.A ALIGN FLOOR JOIST WITH SHEARWALL 5 @ 12" O.C. 12 SIMPSON HUC46(MAX NAILING) 26 SIMPSON LTT19 W%" 0 x 6" LAG SCREWS O PER DETAIL 37/S7.2 -- 7 ' / --2 / - 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 7 27 SIMPSON AC6 ? < 1,..11 r SIMPSON ECCQ5-6 � 0 — — 14 0 CCQ O © €1, 5 5 El 0 0 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 Z 1::• , z EXTEND WALL SHT G THROUGH PERPENDICULAR D 16 WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED o i (..) o bo i • 12 — — 12 w D 12 12 12 15 ® - 15 ANCHOR SCHEDULE _ \ I / _ CO, .---r 1 �I t, I M d c. ® 1 -1 1 SSTB28L \ \ L \ SSTB24 I r— L J L — I _ J L J I I I ci) CIO CO C) 1" O SSWAB HS 4 4 4 3 „ S6.0 I' 4 r S6.0 /4 0 SSWAB HS S6.0 7rr ® /$ 0 THREADED ROD 6 I I 1" 15 S6.0 15 CD 1 0 THREADED ROD 7 rrrr • 1161 �i ..: N N '--' Co O D1 N c 1 7 1/ 0 THREADED ROD 5 *-0 il ...:: -,, 8 c>, 4" CONCRETE .SLAB, I ` -� DESIGN AND DETAIL r 1,r r 1" 4" CONCRETE SLAB, ;: 1 BY OTHERS, TYP 1 -82 4'-0" 4'-0" 1 -82 DESIGN AND DETAIL "' '' o y y // y y BY OTHERS, TYP � I� •.�• ". � � FOOTINGSCHEDULE I CL) o' � N �. ® :. 2 1 0 3'-0"x 3'-0"x 10" " © —© I Ct O . .. .... zi 41-3"x 41-3"x 12 W/(6)#4 BARS EACH WAY @ BOTTON V , :: p, INSTALL FTG THEN POUR SLAB OVER , M 6-0 x 3-0 x 15 W/(3)#4 BARS BOTTOM LONGIT, j I 1 """ El 2 #4 BARS TOP LONGIT \ r` 1---- . -� N 12 12 o N 2'-6" 0 4 x26x12 S6.0 S6.0 - w 0 o 15 18" 0 x12" _ °i i `co - o 0 F61 8'-0"x 3'-0"x 24"W/(3)#4 BARS BOTTOM LONGIT, N �, 6 (2)#4 BARS TOP LONGIT 17 I 17 S1RUCTURA4 Ill 5'-O"x 3'-6"x 12" ,-;71c., S I M ',-104 `O PROF �`` I N 'ff/ 8 4'-0"x 4'-0"x 15"W/(7)#4 BARS EA WAY @ BOTTOM 6 ' 1 S6.0 _ �\ �'�12,320fR �� l FTG LENGTH= UNIT WIDTH + 1'-0" EA SIDE (UNO)x 1 F91 WIDTH AS SHOWN x 18" DEEP W/#5 BARS @ 12" 0.C. 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' 4'-0"x 4'-0"x 18"WI(7)#4 BARS EA WAY @ BOTTOM 9 g z z o ( 19 19 S6.0 S6.0 o 0 22 6'-0"x 4'-O"x 15"W/(5)#5 LONGIT BARS &(7)#5 a_ EE 0 I- TRANS BARS @BOTTOM I co a) 02 ° - 8'-3"U 2'- > ) / ) 9'- > -CT) / 1 O'-5" / ::: / 1 O'-5" / E/ 0 Z w U in a ca UNITBM UNITB w w LOT 48 LOT 49 . w U o) 0 c0 I ` -LL o 0 a SHEET NO. U w A FOUNDATION PLAN U S2 SCALE: 1/4" = 1'-0" 52 U I N O CL Cr JOB NO. o - EN- U) LLI `t 16'-0" 16'-0" (,= 111- , / / / 73.. 73,E 4 74" 74" 4 i Z CO /1/ 21_5,� 4._9.. 41-32- 3'-3.. 3._3.. 4-32 4'-9" Z-5" Q wii- / // / / , / J Cl- 0 P_ Z QJ t® � ( ) I ( ) F- W d' J 84/ 2._1 ,� 83,E 83" ,� 8 " / / < � / 0 /4/ /4/ 21-10" /4/ ® 0 o::: `J D (...) __L. O 1 2 Ct J CD I ANCHOR SCHEDULE I W O O — —o — O , O CO 0 O 7 °® ,,--„,,z,..„,w. ,-(T) SSTB28L 1 I I 1 2D SSTB24 - L _ J L _ _I L 6 CO CD 3: 1 0 SSWAB HS - (2) 2 x SILL (2)2 x SILL 4 s PLATE I PLATE 0 SSWAB HS �4 < O 7/" 0 THREADED ROD . Q 1" O THREADED ROD O7 1 8"" 0 THREADED ROD I 1 . 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A SUPPLEMENTAL FOUNDATION PLAN (FOR INFORMATION ONLY) S2 0 1 S2.1 SCALE: 1/4" = 1'-0" JOB NO. o CEN-090 1 KEY NOTES BEAM SCHEDULE POST SCHEDULE 0 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/S7.0 17 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 0 (2)2 x 8 15 5'/2 x 14 PSL(FLUSH BM) OA 4 x 4 (2) 2 x 6 TRIMMER (2)2 x 6 TRIMMER co o 0 z SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS Y4" 0 x 4Y2" @ 12" O.C. ® 4 x 6 (1)2 x 6 KING 6 x 6 KING Q Lll ® SIMPSON ACE6 02 (2)2 x 10 5/8 x 10/2 GL (DROP BM) C 1 g SIMPSON LUS26 EA JOIST 6 x 6 2 2 x 4 TRIMMER (2) 2 x 4 TRIMMER @ (ID O o (2)o N 0 0 (3) 2 KING (1)2 x 4 KING SHEAR WALL SCHEDULE 6 DF ( ) c ) ® SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 341S7.2 � 4 x 8 17 4 x 6 OD � 05 SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL 3 x 9 GL 18 1/4 x 14 TS/LSL (FLUSH CO (2)2 x 4 _ J (3)2 x 4 0 (1) 2 x 6 TRIMMER V 0 SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS ® G O BM) R K (2) 2 x 6 0 (3) 2 x 6 KING Z M . 1". JOIST OR BLK'G CONDITION © SIMPSON LGT3 22 SIMPSON ABA66 W/WEDGE ALL O (1) 2 x 6 TRIMME @ (2)2x6KING p 6x6DF#1 QQ 7 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA 0 3/8 x 10/2 GL 19 5Y8 x 16Y2 GL (FLUSH BM) _ L (1) 2 x 6 TRIMMER A /'APA RATED SHT G ONE Y2"�x 10 AB's @ ,� SIMPSON LTP4 @ O CONDITIONS SHALL BE PRESSURE TREATED LUMBER ,• G (3) 2 x 6 0 6 x 6 KING �" , lirSIDE W/8d NAILS @ 6" OC 39 OC (EMBED 7 ) 24" OC RIM JOIST SEE NOTE 1, 2 23 W/8d NAILS @ 2/2 0.C. EDGES, 12 O.C. FIELD. 6 5Y x 12 GL (DROP BM) 20 5 x 15 GL (24-V8) O Q EDGES& 12" FIELD 16d 6" OC TO PLATE BELOW 8 DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x ® $ c ) O Ya ( ) 1..L u) GES 1 OC @ O STAGGERED d 2 . FIELD MIN &NAILS SHALL BE. W/8d NAILS 6" O.C. EDGES, 12" 0 C I"°° 10" @ 3Y2 x 14 TS/LSL( FLUSH GIRDER TRUSSES LL 1 x AB's B I APA RATED SHT GONE /2 @ 16" DC SIMPSON LTP4 @ ® HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O BM) 21 BY OTHERS nn// F III SIDE W/8d NAILS @ 4" OC 12" OC (EMBED 7") 16" OC RIM JOIST SEE NOTE 1, 2, 3 24 Ct EDGES& 12" OC FIELD 16d @ 4" OC TO PLATE BELOW 10 SIMPSON HUCQ412 W/8d NAILS @ 6 O.C. EDGES, 12 O.C. FIELD O (2) 2 x 4 22 2 x 8 LEDGER 0 -1 "x12"AB's , c\ BALLOON FRAMED.WALL. PROVIDE WALL STUDS /2 APA RATED SHT G ONE 2 @ SIMPSON LTP4 ALIGN FLOOR JOIST WITH SHEARWALL 12" O.C. �"' @ 11 @ WALL IDENTIFICATION Nie 12" OC (EMBED 7") g" RIM JOIST SEE NOTE 1 2 3 4 O g (2)2 x 12 FLOOR TRUSS BY EACH UNIT HAS BEEN ENGINEERED 0 SIDE W/8d NAILS @ 2" OC OC M JO S 12 SIMPSON HUC46 NAILING) SIMPSON LTT19 W/ 0 x 6 LAG SCREWS O OTHERS GOOD FOR TO BE STRUCTURALLY INDEPENDENT -J EDGES& 12" OC FIELD 16d @ 3" OC TO PLATE BELOW O (MAX( ) 26 PER DETAIL 37/S7.2 23 380 PLF WIND STRAP ENDS OF DETAIL 12/S7.0 CD 5/8x 22Y GL (24-V8) OF ADJACENT UNITS 13 STR EN S 0 BEAM PER 2 ( ) x AB's APA RATED SHT GBOTH /2 @ SIMPSON LTP4 O (DRAG LOAD) HOEDOWN LOCATION Lil u_ c,, (....9 D 27 SIMPSON AC6 - 06 Z lir SIDES W/8d NAILS @ 4" OC 12 OC (EMBED 7 ) 8" OC RIM JOIST SEE NOTE 1, 2, 3, 4 14 SIMPSON ECCQ5-6 2 x 8 @ 16 O.C. 24 4 x 10 SHEAR WALL EDGES & 12" OC FIELD 16d @ 3" OC TO PLATE BELOW 11 O .::<{'. a-':'<><<< ;;': ::::`<f<'::; -J „ 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 f.r:.: ".•.. %"APA RATED SHT GBOTH /2 x 12"AB's© SIMPSON LTP4 @ J it::: --J © SIDES W/8d NAILS 2" OC 7" OC (EMBED 7") 5" OC RIM JOIST SEE NOTE 1, 2, 3, 4 EXTEND WALL SHT'G THROUGH PERPENDICULAR 12 2 x 6 @ 16" O.C. 25 6 x 12 Jr BEARING WALL w EDGES& 12" OC FIELD 16d @ 2" OC TO PLATE BELOW \12/ WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED 14" FLOOR TRUSSES ` 26 3/ x12 GL(DROP BM 13 8 3 SWAB HS EA ATTACH TO TOP PLATE o BY OTHERS o CO , Abk OSIMPSON SSWAB @ WALL END (EMBED 12" INTO FTG) OR HEADER W/(4) SDS ROOF TRUSSES NON-BEARING W lipr SSW12 x 7 ( ) N/A O 14 - ""...... .. ............ "x 3Y SCREWS. SEE O BY OTHERS Q N/A Y4 /2 NOTE 5 w 1 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE © SSW15 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(6) SDS (/) co I � N/A �� • � 33 Y4 x 3/2 SCREWS. SEE Q®© NOTE 5. ©�o S7.2 Adk1" O SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE ift lir SSW21 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(12) SDS �. m., )4 N/A Y4"x 3Y2 SCREWS. SEE 0 © © J 0 0 NOTE 5 O O I -`O 33 33 co._ i" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE ,, N �� lir SSW24 x 7 END (EMBED 14 INTO FTG) N/A OR HEADER W/(14) SDS S7.2 ©e ©o S7.2 • r N N/A Y4 x 3Y2 SCREWS. SEE ® N NOTE 5. 0 C .... : a' o NOTES: COG GOO \ C 1.Y4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. • 6 6 f: ... 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12" OF EACH WALL END. e © S7.0 _© ©' S7.0 Q ® f, 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2)2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C.AND NAILING OF �_ _- Q Q� (u p.� o O U NT e .:r.x - ..: ...... .. .......:: ... •- ::::::::.,..., •;:.:w::::x: .: �....•:{::x•:r.?:++v:F}: •.iY•;•?:..... v v .;�...... ::�.}•4}iiv:::r:u.::;.,..v:•::..:- f...::::{:::{.:fi•Y:}: .�' :::+rr::�. fr:•..� ...:fF/:+r:•::f:+::•:::,.,..::f•:::::............f?:.. ::::•:::•r�.�. ::?::r:::::::::...:::. ,. .:::.r::r...:::.::::::::,.+r.r...::::::r:?r:..r.::r::.:.. ::......:::... ...r:.:....rfr... ....:>fif:?/....:. .....:....f:.:.............r:.:r. ..r:.. .... ... .. .. .........:.. ...r:.:............:r:F•: ..F.n....:.::•::::Ji r �. ....v::::......:..... �:!f4Fni::::::r?:y.}?•:tiiii" :i ADJOINING WALL SHT G ARE TO BE STAGGERED. �, Rk.,�� L, ,6 ,� ,6 +s.,6 �„� r..,f:o:.9',�,� •:::.,. ?.,.:.::,.: :::;:nF >;:�!�: :�,9"R�,::::::::.::..:...:...:::::::::...:.��p:.....::::...:....:? •:'•%?'IZ��; s�E4� ?nf..:. ..:.::.r?�:,'SS..:..:....:: r ��y'A :. '.??�� N Q, 4. PROVIDE (2) 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. a a VERIFY SPACING OF ANCHOR BOLTS. (Dv O © 0 0 0 © Q co cd 0 .,..-.1,4 '' ::: y, g 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK @ EA HOLDDOWN BOLT. . , Z Z ''' ':.:i tr M ig:Q 4 :" ri S7.0 HOLDOWNSCHEDULE , HOLDOWN ATTACHMENT COMMENTS TYP, UNO® eTYP, UNO SiRUC7URgC CC, PROF 4L NOT REQUIRED NA NA , 0 ';'':; Ai 121,3N24-0 3.%r,- , Alik, SIMPSON SST 624 ANCHOR EMBED 20%8" INTO PROVIDE#4 DOWELS SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK v (26) 10d COMMON NAILS. @ EA HOLDDOWN BOLT Illi OREGON IMIIII&! J► c�j„Y 15,1g�4y �Q. SIMPSON SSTBL28 ANCHOR %8" 0 THREADED ROD W/ () `'� ��;:v - _ .-:� ; � , N J. ENS STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) PROVIDE (2)#4 DOWELS © • - EMBED 247/8" INTO FOUNDATION/8"AT INTERIOR W/STANDARD HOOK O O O EXPIRES'it I Q _ � EXPIRES 12-31-2011 v v 0 SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3) 2x STUDS W/ EA HOLDDOWN BOLT •41 ®� © (20) SDS Y4 x 3 SCREWS. EDGE NAIL WALL SHT'G TO @ 9 © © 9 I EACH 2x PER DETAIL 5/S6.0&SHEARWALL S7.0 ` S7.0 SCHEDULE. (3)2x SHALL BE FULL HEIGHT& SECURED = -=- U = w -is Q (N TOGETHER W/ 16d NAILS @ 6 O.C., EA SIDE. K Q U w co o 0 o SIMPSON SSTBL28 ANCHOR EMBED 2474" INTO PROVIDE (2)#4 DOWELS 21 21 0 AL. SIMPSON HDQ8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK °W EA HOLDDOWN BOLT �' z z (20) SDS x 3 SCREWS c� Y4 v @ ) 4 U W cn �a W i- . , . . Mr • 1 DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS - 0 co ° o U ° -E EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK ^ �`"' '�`"` _ `' WASHER&MASH THREADS ABOVE&BELOW NUTS. EA HOLDDOWN BOLT ~�' < c SIMPSON HDU14 @ -0 4 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. ' a °° SECURE HOLDDOWN TO 6x6, DF-LPOST W/ - . <>' (36) SDS Y4 x 222 SCREWS. 44 4 0; S7.0 :,.. PROVIDE (2)#4 DOWELS CO 1Y8" DIA THREADED ROD W/STD WASHER @ O `'' EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK ;r. o EA HOLDDOWN BOLT , a SIMPSON HD19 WASHER&MASH THREADS ABOVE & BELOW NUTS. @ ©< <` D a © 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. ''" Ak SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA o -- _ '` i ,_ 0 3 o Z A307 BOLTS. CO O a= �o (17)- 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO ® Ank 21 r 0 - SIMPSON MST48 17 - 16d NAILS BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 O 6 ( ) @ 3 3 W 2 BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE 2 29 29 ' ' ° - � Q / Q U : (24)- 16d NAILS @TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO w J m 3 I Zi5 Ak j E SIMPSON MST60 (24)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 Z - C: `= :: z vr- BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE v 28 v - O- O : © © _ 3 o (17)- 16d NAILS @ TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO c? v v v 0 '?� 2 SIMPSON � 0- �o MST48 EA END 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/S7.0 ° 0 ° , > w 8 POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE 1 1;1281§semen(24)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO �- r iice, '.p,.•,.• ..,:,; i itritiA:430.41:1;,„:,,,,";:1:,: co AL (2) 6O EA EN INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 PM .�A',� ` ' w MST60 EA END fir►•. _ _o- 9 OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE I 1`I _ I ,00 g 1i©� `►�1 I ,, d w 2 SIMPSON (42)- 16d NAILS @ TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO , Ne SQ el .n z w v O „ INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 0 'I ' ' II F, 10 CMST12x96 EA END ®© o OF POST AND CENTE R STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE © 0 w 00 N NOTES: © © © Q ,_ 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6" FULL HEIGHT(TYPICAL). © Q © oe © 0 O , (D 0 0 0 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. O x 3.ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y4") MIN. a) 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF U NIT BM U N IT B SHEET NO a BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/57.0. U 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. LOT 48 LOT 49 z 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. w U 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. .o (;T' \ MAIN FLOOR SHEARWALL & SECOND FLOOR FRAMING PLAN S3 [,_ SCALE: 1/4" = 1'-0" z JOB N0. CEN-090 o 1 1 KEY NOTES BEAM SCHEDULE POST SCHEDULE 1 O SIMPSON CMST12 x AS SHOWN PER DETAIL 10/57.0 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 1 (2)2 x 8 15 5/2 x 14 PSL (FLUSH BM} 0A 4 x 4 (2)2 x 6 TRIMMER (2) 2 x 6 TRIMMER O o 0 0 0 SIMPSON CCQ66 18 (2) SIMPSON SDS SCREWS&" 0 x 4Y2" @ 12" O.C. OB 4 x 6 (1)2 x 6 KING 6 x 6 KING Z 2 (2)2 x 10 16 5Y$x 10Y2 GL(DROP BM) Q Lill 3 SIMPSON ACE6 1 g SIMPSON LUS26 @ EA JOIST o o © 6 x 6 O O O (2)2 x 4 TRIMMER � (2) 2 x 4 TRIMMER ,� SHEAR WALL SCHEDULE 4 SIMPSON ACE4 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/S7.2 3 4 x 8 17 4 x 6 UD 6x 6 DF#1 (1) 2 x 4 KING L-'" (3)2 x 4 KING a. O O O O a E (2)2 x 4 ® 3) 2x4 �n SILL PLATE: CONC. ® SIMPSON HUC48 21 SIMPSON ABA46 W/WEDGE-ALL 4 3Y x 9 GL 18 1/4 x 14 TS/LSL (FLUSH O O ( 0 (1) 2 x 6 TRIMMER V M l'"' SHEAR WALL INFORMATION @ RIM JOIST COMMENTS O $ O BM) K (2)2 x 6 O (3)2 x 6 KING CONDITION ® SIMPSON LGT3 SIMPSON ABA66 W/WEDGE ALL F (1) 2 x 6 TRIMMER O Z @ JOIST OR BLK G (2)2x 6 KING ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR 5 3y x 10/2 GL 19 5Y8 x 16Y2 GL (FLUSH BM) ( ) (1)2 x 6 TRIMMER ® 6 x 6 DF#1 9,?..HAT ED A )„ „ � DIAPHRAGM SHALL BE BLOCKED AT CH ARE O A Yz APA RATED SHT G ONE /2 x 10 AB s @ SIMPSON LTP4 @ CONDITIONS SHALL BE PRESSURE TREATED LUMBER ,� G (3) 2 x 6 O 6 x 6 KING 1 lir SIDE W/8d NAILS @ 6" OC 39" OC (EMBED 7") 24" OC RIM JOIST SEE NOTE 1, 2 23 W/8d NAILS @ 2/2 O.C. EDGES, 12 O.C. FIELD. ® Q EDGES & 12" OC FIELD 16d 6" OC TO PLATE BELOW 8 DIAPHRAGM SHALL BE BLOCKED @ HATCHED AREA FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x O 5Y$x 12 GL (DROP BM) 20 5Y$x 15 GL (24-V8) �y @ „ 0 Ci) L.L O , MIN & NAILS SHALL BE ,STAGGERED /8d NAILS E 12 ELD W S@ 6 O.C. EDGES, O.C.C � � �� „ � 3/ x 14 TS/LSL FLUSH GIRDER TRUSSES B YZ'APA RATED SHT'G ONE /2 �x 10 AB's @ SIMPSON LTP4 @ g HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O BM) ( 21 BY OTHERS lir- SIDE W/8d NAILS @ 4" OC 12 OC (EMBED 7 ) 16" OC RIM JOIST SEE NOTE 1, 2, 3 24 } „ „ W/8d NAILS @ 6 O.C. EDGES, 12 O.C. FIELD Ct J EDGES & 12 OC FIELD 16d 4" OC TO PLATE BELOW 10 SIMPSON HUCQ412 g (2) 2 x 4 2 2 x 8 LEDGER G S @ O 2 BALLOON FRAMED WALL. PROVIDE WALL STUDS O O WALL I D E NT I F I CATION EACH UNIT HAS BEEN ENGINEERED © %"APA RATED SHT'G ONE Y2",x 12"AB's @ SIMPSON LTP4 @ 11 ALIGN FLOOR JOIST WITH SHEARWALL 5 @ 12" O.C. Arr. 12 OC (EMBED 7") FLOOR TRUSS BY TO BE STRUCTURALLY INDEPENDENT O W '�' SIDE W/8d NAILS @ 2 OC ( ) 9 OC RIM JOISJW SEE NOTE 1, 2, 3, 4 €x 6" LA REW 9 (2)2 x 12 0 SIMPSON LTT19 W C G SC S O /s OTHERS GOOD FOR OF ADJACENT NIT H NAILING) 0 UNITS" F 16d 3" OC T PLATE BEL 12 SIMPSON UC46((MAX AX N G) 26 23 -I Lill EDGES & 12 QC FIELD 0 @PER DETAIL 37/57.2 380 PLF WIND AL HOLDOWN LOCATION /2"APA RATED SHT'G BOTH Y"x 12"AB's @ SIMPSON LTP4 @ 13 STRAP ENDS OF BEAM PER DETAIL 12/S7.0 10 5Y$x 22Y2 GL (24-V8) (DRAG LOAD) " u_ ct (.9 D „ „ 2 SIMPSON AC6 D fi:.:i. .i::;:::::i,i•'::::. .... ..... SHEAR WALL 12" OC (EMBED 7 i.:;»:::: :::>;:.:.:.;:;.;.f:><:» :::>:'<<<., S lipr SIDES W/8d NAILS 4" OC ( ) 8" OC RIM JOIST SEE NOTE 1, 2, 3, 4 SIMPSON ECCQ5-6 - ..--- ---:»:><..>`«f.: .;;.:»:.::>:i•:f::•i::<•i>:•:° @ 14 „ 3" � 2 16 O.C. 4 4x 10 2 11 @ (..) EDGES & 12 OC FIELD 16d @ 3 OC TO PLATE BELOW O O J Yz"APA TED HT' BOTH Y2"x 12"AB's @ SIMPSON LTP4 15 SIMPSON HUC414 28 SIMPSON LBV1.81/14 RA S G 0 @ N 12 2 x 6 16" O.C. 25 6 x 12 BEARING WALL J EXTEND WALL SHT'G THROUGH PERPE PERPENDICULAR J © DE 8d NAILS 2" OC 7 OC (EMBED 7 ) 5" OC RIM JOIST SEE NOTE 1 2 3 4 EX SH G 0 0 SIDES W/ LS Q 16 O 2" WALL DETAIL .1 INFILL WALL AS NEEDED EDGES& 12" OC FIELD 16d 2 OC TO PLATE BELOW W L PER ETAIL 16/57 29 14" FLOOR TRUSSES 26 3 x 12 GL (DROP BM 13 O /$ ( BM) NON-BEARING WALL II 3/4" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE Ak. BY OTHERS El CC) SSW12 x 7 END (EMBED 12" INTO FTG) N/A OR HEADER W/(4) SDS 14 ROOF TRUSSES lir W E O BY OTHERS < x 3 SCREWS./ Y N/A 4 2 NOTE 5 W 1 Atk 1 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE M D E B 4" INTO FT ND (EMBED 0 G I Ippr W CO SSW15 x 7 ( ) N/A OR HEADER W/(6) SDS ° N/A Y4"x 33 SCREWS. SEE NOTE 5. Ak1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE lir SSW21 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(12) SDS I N/A Y4"x 3Y2 SCREWS. SEE NOTE5 Atik 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE END (EMBED 14" INTO FTG) ® ® -- N - � � SSW24 x 7 N/A OR HEADER W/(14) SDS N/A Y4"x 3Y2 SCREWS. SEE ® U f.. N 4 NOTE 5. � '--- NOTES: 1.Y4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. 6 6 J--e L i 4 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12" OF EACH WALL END. O 57.0 , 57.0 O Q0 •�°� ^" 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x MIN, FASTEN TOGETHER W/ 16d ©6" O.C. AND NAILING OF " © © u r°'� ' =r: 0. 5 0 0 0 Q,� "�'iiiii:•::a::•<•»•r.:::•;x::'�" �.o •:::: �: .; ..::rr::-- ... ....';Q' '�'::;::::;ir::taf f :/.... .� i::.:::ii:•..i:•i 'aY, c'�`=w=::::::='°3' :::f::::::::::.:: • .�.•f.:::?+i Fv v:::.S.. ..;/..r./,. .F.�.•.: '•i`f�i'4'w:ii:4iiii :..1.. f..f .v:F:•ii ii:4: ADJOINING WALL SHT'G ARE TO BE STAGGERED. ��::,:<:�::::.ii::.:.iii; :�,��: �,��;,:,:..... . ..r.r..:..::><::;::>:::<:>::::«:< :::.::. ��x ::.i<:::.....r. . .:.....:...r...:r::.. ��; • °� �. � - ., N r�, 4. PROVIDE (2)2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS. © ' • :■ ff VERIFY SPACING OF ANCHOR BOLTS. 0 0 0 Q 0 0 CC� Q • ....,.... , 5. PROVIDE (2)#4 DOWELS W/STANDARD HOOK @ EA HOLDDOWN BOLT. f.:::, . , Z = g :i., !.:2 te,- :: ,.„ u. ,. ., M. _ , , :;:,,,.ii: A. 1 4 . -� N p s7.o � 4"� � N HOLDOWN SCHEDULE W o :`f II HOLDOWN ATTACHMENT COMMENTS N O „ o. 1 1 , 0231744* AL 0 ft 0 NOT REQUIRED NA NA ��D PROip - �� Gt Nf f0 " INTO PROVIDE#4 DOWELS '� F,Q AIL SIMPSON SSTB24 ANCHOR EMBED 2 NTO SIMPSON HTT5 FOUNDATION. NAIL STRAP TO DOUBLE STUDS W/ W/STANDARD HOOK t >; 21 2,320 9 I'� 57.1 v (26) 10d COMMON NAILS. @ EA HOLDDOWN BOLT ; I I CCa---4 SIMPSON SSTBL28 ANCHOR(%8" 0 THREADED ROD W/ 21 21 lh� � OREGON�„ �_ �2 Y g STD NUT AT EMBEDDED END,AT INTERIOR SHEARWALL) PROVIDE (2)#4 DOWELS O �`"C' 15,* 4 h EMBED 24/ INTO FOUNDATION/8"AT INTERIOR W/STANDARD HOOK='- -= N J all SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3)2x STUDS W/ @ EA HOLDDOWN BOLT v f: 0 0 „ .: (20) SDS Y4 x 3 SCREWS. EDGE NAIL WALL SHT'G TO ;; I " �; EXPIRES'12-31-2011 EACH 2x PER DETAIL 5/S6.0&SHEARWALL SCHEDULE. (3) 2x SHALL BE FULL HEIGHT&SECURED 0 ' III :I TOGETHER W/ 16d NAILS @6" O.C., EA SIDE. : 0 0 1 ,_ OPTIONAL OPTIONAL; = w N co Zi5 SIMPSON SSTBL28 ANCHOR EMBED 24�/$" INTO PROVIDE (2)#4 DOWELS w ;T` `�`,. r w Q Aik SIMPSON HDQ8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK U F Q (20) SDS Y4 x 3 SCREWS. @ EA HOLDDOWN BOLT w o z z = w w 1" DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS O O `: z z w_,EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK O ' .+ O f" AL WASHER&MASH THREADS ABOVE & BELOW NUTS. @ EA HOLDDOWN BOLT TYP, UNO -J 0 '`� -"'"""` L "`�^ '' ` O J TYP, UNO 4 SIMPSON HDU14 g 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. ® m '° m SECURE HOLDDOWN TO 6x6, DF-LPOST W/ :<< I cr. 3 m (36) SDS Y4 x 2Y2 SCREWS. :: :.,:.. I , PROVIDE 2 #4 DOWELS ei 22 0 1�" DIA THREADED ROD W/STD WASHER @ O ': ,. <: 57.1 3 EMBEDDED END. PROVIDE(1) STD NUT EACH SIDE OF W/STANDARD HOOK :, , .. `; , € m WASHER&MASH THREADS ABOVE &BELOW NUTS. @ EA HOLDDOWN BOLT W S 5 ® I f.��, ; (1) f: SIMPSON HD19 "` © 12" MIN EMBEDMENT INTO FIG BELOW STEM WALL. j o SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA `` cn a) A307 BOLTS. .� (17)- 16d NAILS TOP INTO DBE. STUDS& WRAP AND NAIL STRAP TO ,F, ° z 3 SIMPSON MST48 (17)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 0 - S7.0 I- BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE r: i :> co Fp AIL (24)- 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO o _ U SIMPSON MST60 (24)- 16d NAILS @ BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11/57.0 J±'' r Zr) © BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE ib Ali MI III E At ::::1 , NI (17)- 16d NAILS @ TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO § Alk (2) : ;::IMP 0 <' 0 8 MST8 & 12/S70 IF APPLICABLE : 1!1' !I1r:s z AL (2) Q w INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES ! % :g MST0 E OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE -lir CU I 42 - 16d NAILS TOP AND BOTTOM FOR EA STRAP AND STRAP TO , - - - w w AL (2) SIMPSON ( ) @ WRAP AN NAIL S INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES '� IIMM: „'='; " �' �T�E '�1 BM/HDR BELOW PER 11/57.0 �� " �� a z 10 CMSTI2 x 96" EA END OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE ' 6 z w U NOTES: 0 0 ` S7.0 0 0 0 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6" FULL HEIGHT(TYPICAL). I 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. 6 w > E 3.ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 Y") MIN. 57.0 c- O 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF •• x BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/S7.0. UNIT BM UNIT B 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. LOT 48 LOT 49 SHEET NO. U 6. REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. z 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. w U SECOND LEVEL SHEARWALL & THIRD FLOOR FRAMING PLAN 54 •o A w S4 SCALE: 1/4" = 1'-0" ct a 2 JOB O CEN-090 KEY NOTES BEAM SCHEDULE POST SCHEDULE , , 1 1 1 SIMPSON CMST12 x AS SHOWN PER DETAIL 10/57.0 1 2 x 6 DECKING SECURED TO EA JOIST W/(2) 16d NAILS 2 2 x 8 15 5y x 14 PSL (FLUSH BM) A 4 x 4 (2)2 x 6 TRIMMER (2) 2 x 6 TRIMMER O 1 ( 2 ( ) o ( ) ) ( ) • � o 0 0 0 � O SIMPSON CCQ66 O. (2) SIMPSON SDS SCREWS y4" 0 x 4%2" @ 12" O.C. Ug 4 x 6 (1) 2 x 6 KING 6 x 6 KING Z - O (2) 2 x 10 16 5%s x 10%2 GL (DROP BM) C 6x6 Q 3 ::: :: 19 (2)2 x 4 TMER N (2) 2 x 4 TRIMMER SHEAR WALL SCHEDULE 4 p 6x6DF#1 0 (1)2x4 O 20 POSTS FOR HANDRAILS. REFER TO DETAIL 34/57.2 O3 4 x 8 17 x 6 0 2 2x4 3 2x4 a ® O J fit 0 SIMPSON HUC48 (3)5 S UC 21 SIMPSON ABA46 W/WEDGE-ALL 1/ x 14 TS/LSL (FLUSH o o (1) 2 x 6 TRIMMER �n 4 O c SHEAR WALL INFORMATION SILL PLATE: @ CONC. RIM JOIST COMMENTS O 04 3ys x 9 GL 18 BM) (2) 2 x 6 O (3) 2 x 6 KING V ® SIMPSON LGT3 2 SIMPSON ABA66 W/WEDGE ALL ) (1) 2 x 6 TRIMMER O ( ) ( ) 2E ` 1- CONDITION o . F � @JOIST ORBLKG 0 z 5 O (2)2x 6 KING 0 6 x 6 DF#1 ALL MEMBERS PERMANENTLY EXPOSED TO OPEN AIR 3ys x 10y2 GL 19 5 x 16 GL(FLUSH BM) (1) 2 x 6 TRIMMER � ,� �� DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA O /s /2 ( ) _ O 0 00 %"APA RATED SHT'G ONE /2 x 10 AB's @ SIMPSON LTP4 OO O @ IT ATE ,� 6 x 6 KING A COND IONS SHALL BE PRESSURE THE D LUMBER WI 8d NAILS ' O.C. EDGES 12" O.C. FIELD. G (3)2 x 6 G 2 �' lir 39 OC (EMBED @ SIDE W/8d NAILS 6 OC ( ) 24 OC RIM JOIST SEE NOTE 1 2 23 � ®@ 0 6 5/ x12 GL (DROP BM) (1) 5/ x15 GL 24-V8 ,� DIAPHRAGM BLOCKED HATCHED A A FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x $ ( ) s ( ) < 16d 6 O DIAPH GM SHALL BE BLOC RE o EDGES& 12 OC FIELD @ C TO PLATE BELOW 8 „ �. O WI 8d NAILS 12 O.C. FIELD MIN & NAILS SHALL BE .STAGGERED 0� „ S@ 6 0 C EDGES, O C B Y2"APA RATED SHT'G ONE /2 x 10 AB's @ SIMPSON LTP4 @ _ O BMx 14 TS/LSL ( FLUSH 21 GIRDER OTHERS USSES I--12" OC (EMBED 7") 9 HEADER SHALL EXTEND OVER SHEARWALLS DIAPHRAGM SHALL BE BLOCKED AT HATCHED AREA lir SIDE W/8d NAILS @ 4" OC ) 16" OC RIM JOIST SEE NOTE 1, 2, 3 0 24 W/8d NAILS 6" O.C. EDGES, 12" O.C. FIELD BM) ill.- F-11- 0 N HUCQ412& 12" OC FIELD 16d @ 4 OC TO PLATE BELOW 10 SIMPSO HUCQ4 2 0 (2) 2 x 4 22 2 x 8 LEDGER BALLOON FRAMED WALL. PROVIDE WALL STUDS y2"APA RATED SHT G ONE Y2"�x 12 AB's @ 7") SIMPSON LTP4 @ O. ALIGN FLOOR JOIST WITH SHEARWALL o @ 12 O.C. FLOOR TRUSS BY WALL IDENTIFICATION EACH UNIT HAS BEEN ENGINEERED 0 Al lir SIDE W/8d NAILS 2" OC 12"OC (EMBED 7 ) 9" OC RIM JOIST SEE NOTE 1, 2, 3, 4 5 „ „ ® (2)2 x 12 T @ x 6 LA REW TO STRUCTURALLY INDEPENDENT SIMPSON LTT19 W/ 0 G SG S o � s OTHERS GOOD FOR 3" 12 SIMPSON HUC46(MAX NAILING) 26 23 N O EDGES & 12" OC FIELD 16d @ 3 OC TO PLATE BELOW PER DETAIL 37/57.2 0 380 PLF WIND OF ADJACENT UNITS 1: Lll y2"x 12"AB's SIMPSON LTP4 O. STRAP ENDS OF BEAM PER DETAIL 12/S7.0 10 Sys x 22y2 GL (24-V8) (DRAG LOAD a HOLDOWN LOCATION 0 D Y"APA RATED SHT'G BOTH @ SIMPSO LT 4 @ _ 3 SIMPSON AC6 ( ) 06 lir �� 12 OC EMBED 7") �� SIDES W/8d NAILS 4 OC ( ) 8 OC RIM JOIST SEE NOTE 1, 2, 3, 4 14 SIMPSON ECCQ5-6 Z O •::..::::..�:::::.:.:::�..::.::::;:;:::<:>: �-:::>;::... SHEAR WALL EDGES & 12" OC FIELD 16d @ 3" OC TO PLATE BELOW 11 2 x 8 @ 16" O.C. 24 4 x 10 --I U Y"APA RATED SHT'G BOTH y2"x 12"AB's @ SIMPSON LTP4 15 SIMPSON HUC414 O. SIMPSON LBV1.81/14 J © „ ,� @ EXTEND WALL SHT'G THROUGH PERPENDICULAR @ 2 x 6 @ 16" O.C. 25 6 x 12 BEARING WALL 7 OC EMBED 7 < lir f.l.: -I SIDES W/8d NAILS 2 OC ( ) 5 OC RIM JOIST SEE NOTE 1, 2, 3, 4 @ 16 16d 2" OC o WALL PER DETAIL 16/S7.1 29 INFILL WALL AS NEEDED 14" FLOOR TRUSSES EDGES & 12" OC FIELD TO PLATE BELOW O c,--.., BY OTHERS 26 Sys x 12 GL (DROP BM) Ill D © %4" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE NON-BEARING WALL SSW12 x 7 END (EMBED 12" INTO FTG) N/A OR HEADER W/(4) SDS 14 ROOF TRUSSES + Et C° Iiir „ O BY OTHERS Q N/A y4 x 3y2 SCREWS. SEE I-11 NOTE 5 1 = D I ..461& 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE Cf) u) lir SSW15 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(6) SDS N/A y4"x 3y2 SCREWS. SEE NOTE 5- © 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE Nir SSW21 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(12) SDS N/A y4"x 3y2 SCREWS- SEE NOTE 5 Alk 1" 0 SIMPSON SSWAB HS @ EA ATTACH TO TOP PLATE lir SSW24 x 7 END (EMBED 14" INTO FTG) N/A OR HEADER W/(14) SDS '''. No 7 f: N/A y4"x 3y2 SCREWS. SEE ® C,� r �, NOTE 5. .j C\ N M 18 18 p ° NOTES: Q) .b 1.y4'x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT. 57.1 57.1 CA 'f.: _ i 4 2. IF AB SPACING IS GREATER THAN SHEAR WALL LENGTH INSTALL(1)AB WITHIN 12" OF EACH WALL END. , O Q , Q •} o 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE (2) 2x MIN, FASTEN TOGETHER W/ 16d @ 6" O.C.AND NAILING OF 0 '- =rr a o + -:::: :::::r -- ...... : is •• :.:..::: •.::: •::.. •:.. .:...•:::.::: ADJOINING WALL SHTG ARE 0 B STAGGERED. . ,:,...::.:.::. :::::.. ....,.,.,<:<:.�...,.......:..::::..:::::::,.:.::::::. ::::::::..:.,::,:::..:....:.....:•...:.:.::...:. �. • ,. .. .................. „,- 8 JO �>.::,f......... ......,i, t ,.,... :...... ......... .....:r <<, i ::.,F..F.:i::............ .. f. .........................;r �s ><»::»<:::>::r::<>:><::>:::::<.. . � ., <.,: ° k 4- PROVIDE (2) 2x MIN SILL PLATE AND CHANGE SILL PLATE NAILING FROM 16d COMMON NAILS TO 20d BOX END NAILS- :€><» `�' VERIFY SPACING OF ANCHOR BOLTS. © © ©® 0 '`© 0 ® © K 5- PROVIDE (2)#4 DOWELS W/STANDARD HOOK EA HOLDDOWN BOLT. r f.. © v HOEDOWN SCHEDULE ..1.. 1..i.,,., .: C.:;. ,.. : _ , __,- . ,,, - .-_, f:}j} . .:, :.:.: „, ,, ,., :, , 19 _ 1: :::. ::::: HOEDOWN ATTACHMENT COMMENTS 57.1 `�' �' ><: O .:;:.: "' Alk. is FL__ _...._..,__... ': 19 StRUCTUR44.t -- AL NOT REQUIRED NA NA "i �:.: ‘1, . PROí AL , N +E-4- / SIMPSON SSTB24 ANCHOR EMBED 2 INTO PROVIDE#4 DOWELS vir SIMPSON HTT5 FOUNDATION- NAIL STRAP TO DOUBLE STUDS :: 1.1:W/ W/STANDARD HOOK =» 12 320 9 (26) 10d COMMON NAILS- @ EA HOLDDOWN BOLT >(‘• A •SIMPSON SSTBL28 ANCHOR %" 0 THREADED ROD W/ TYP UNO TYP UNO ' ( s . : STD NUT AT EMBEDDED END, AT INTERIOR SHEARWALL) PROVIDE (2)#4 DOWELS . s__,.__•__..... I 't OREGON. ,,y 0 EMBED 247/" INTO FOUNDATION/8"AT INTERIOR O " V Y 15 A �\1` W/STANDARD HOOK > 0 ........ ...... .... �::°**` ::.:: ::.�:.::::::. :::.�:::.: � � ` 'SIMPSON HDQ8 SHEARWALL. SCREW STRAP TO (3)2x STUDS W/ EA HOLDDOWN BOLT PTION L - }PTIQ A J. EN' © (20) SDS Y4 x 3 SCREWS- EDGE NAIL WALL SH G TO EACH 2x PER DETAIL 5/S6.0&SHEARWALL _------ ------ -; EXPIRES'12-31-2011 SCHEDULE. (3) 2x SHALL BE FULL HEIGHT&SECURED �.. ...........!........... ' .. ., , , _ ............. ,f f TOGETHER WJ 16d NAILS @ 6" 0•C•, EA SIDE. _ : , „ , Ak. SIMPSON SSTBL28 ANCHOR EMBED 247/s" INTO PROVIDE (2)#4 DOWELS "j w N SIMPSON HDQ8 FOUNDATION. SCREW STRAP TO 6x6 DF-L POST, MIN, W/ W/STANDARD HOOK r Q U w co © (20) SDS Y4 x 3 SCREWS- @ EA HOLDDOWN BOLT : all I : 0 1" DIA THREADED ROD W/STD WASHER @ PROVIDE(2)#4 DOWELS o z o EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF W/STANDARD HOOK "u"° ..u: c? ,,� 1 AIL WASHER&MASH THREADS ABOVE& BELOW NUTS. @ EA HOLDDOWN BOLT -' w : s SIMPSON HDU14 4 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL- ° ° ° d- SECURE HOLDDOWN TO 6x6, DF-LPOST W/ O O OPTIONAL OPTIONAL (36) SDS y4 x 2%2 SCREWS. - 3 m 3 T A 11/2 DIA THREADED ROD W/STD WASHER @ PROVIDE (2)#4 DOWELS W S W/STANDARD HOOK : II � EMBEDDED END. PROVIDE (1) STD NUT EACH SIDE OF � X •, ,••r I Adk WASHER&MASH THREADS ABOVE& BELOW NUTS- @ EA HOLDDOWN BOLT © SIMPSON HD19 -: 12" MIN EMBEDMENT INTO FTG BELOW STEM WALL. r,.. O SECURE HOLDDOWN TO 6x6 DF-L POST W/(5) 1" DIA T A307 BOLTS. Typ @ . E (17)- 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO OVER-FRAMING , Y 32 TYP @ o z SIMPSON MST48 (17)- 16d NAILS @ BOTTOM INTO DBL. STUDS BM/HDR BELOW PER 11/S7.0 57.2 OVE' 'AMING E= 0 6 BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/S7.0 IF APPLICABLE 7 ?' 7 E 0 I- 57.0 :%:"..•:::: - S7.0 J w (24)- 16d NAILS @ TOP INTO DBL. STUDS& WRAP AND NAIL STRAP TO a) Ak $ SIMPSON MST60 (24) 16d NAILS @BOTTOM INTO DBE. STUDS BM/HDR BELOW PER 11/57.0 •v BELOW. (CENTER STRAP ON FLOOR CAVITY) & 12/57.0 IF APPLICABLE E (17)- 16d NAILS @ TOP AND BOT FOR EA STRAP INTO WRAP AND NAIL STRAP TO w AL (2) SIMPSON 6x6 POST- STAGGER STRAPS ON OPPOSITE SIDES OF BM/HDR BELOW PER 11/S7.0 w 8 MST48 EA END POST AND CENTER STRAPS ON FLOOR CAVITY & 12/57.0 IF APPLICABLE '�' - r CD 1 (24)- 16d NAILS TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO - 0 0 21 - 3 0 (2) SIMPSON @ © ©..,..., Pe z O INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE SIDES BM/HDR BELOW PER 11/S7.0 O e � ; , sT , '/ , © > l :..3 •. FF F i4: ::{.yr j f i �� 9 MST60 EA END = - - - - - !�{ .; .- .:.., .::. -. -l � - U OF POST AND CENTER STRAPS ON FLOOR CAVITY & 12/S7.0 IF APPLICABLE ' _ __ _ _ 0111114111111k _ _ _ _0_ AL (2) SIMPSON „, rall (42)- 16d NAILS @TOP AND BOTTOM FOR EA STRAP WRAP AND NAIL STRAP TO Q # .. . :::::::iio:y:,{•r.G:•a: r: ::.f.?+'r'i iF•�F'fFi::`� ) :SiS{:•i•:ii•i:•iii:•i:•;i? ::: ..4.:::::::::'::::::';:::::•::',::r : N PP ITE SIDES INTO 6x6 POST. STAGGER STRAPS ON OPPOSITE :: f:f.::::>:«:::::<>:>::>;:�� --.- :. :�.�,::i»:.>: :;;;:�. z 10 CMST12 x 96" EA END OF POST AND CENTER STRAPS ON FLOOR CAVITY &n12/S7.0 1IF AOPP APPLICABLE : . .......... ,� ;t< »;>::»: :>:::::>:::>:;'; _.:> oz ct w o �� o Al o 3 U NOTES: 0 0 0 I, 0 o 1. DOUBLE STUDS SHALL BE LAMINATED TOGETHER W/ 16D NAILS @ 6" FULL HEIGHT(TYPICAL). ' 18 , 1Illg co 2. PROVIDE HOLDOWN NOTED WITHIN 6" OF EACH END OF EACH SHEAR WALL SHOWN ON PLANS. S7.1 S7.1 uu..,a 3.ALL 16d NAILS SPECIFIED IN HOLDOWN SCHEDULE ARE TO BE 16d SINKERS (0.148 x 3 ") MIN. I 0 4. IF HOLDOWN STRAP OCCURS @ BEAM OR HEADER BELOW, PROVIDE SAME STRAP @ EACH END OF . 19 19 ° m BEAM TO SUPPORT POST AS HOLDOWN STRAP ABOVE REFER TO DETAIL 12/57.0. S7.1 S7.1 a 5. HOLDOWN ANCHOR VALUES ARE BASED ON MONO POUR FOUNDATIONS ONLY. UNIT BM U N IT B SHEET N0. v 6 . REFER TO DETAILS 13/S7.0& 14/S7.0 FOR HOLDOWN INSTALLATION. 48 7. REFER TO DETAIL 15/S7.1 FOR HOLDOWN INSTALLATION. LOT 48 LOT 49 z w U ,--;-.) co A THIRD LEVEL SHEARWALL & ROOF FRAMING PLAN S 5 .27. 0_ . ct S5 SCALE: 1/4" = 1'-0" JOB N0. o CEN-090 • NOTE: NOTE: NOTE: NOTE: 1. %4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH 1. SEE SHEARWALL PLAN,AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SHEAR WALL SHT'G NOT SHOWN FOR CLARITY. NOTE: ANCHOR BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. EDGE NAILING, SILL PLATE NAILING, AND CLIPS. EDGE NAILING, SILL PLATE NAILING, AND CLIPS. III 1. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. Q TRIMMER STUD OR 2. TYPICAL VERTICAL REINFORCING BARS NOT REQUIRED WHEN STEM BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. (3) 2x KING STUDS °\ POST @ OPENINGS WALL AND FOOTING ARE POURED MONOLITHICALLY, EXCEPT AT 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/SBX/DOT CHEMICALS. 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ SECURED TOGETHER • PER PLAN (.0 2. TYPICAL VERTICAL REINFORCING BARS NOT REQUIRED WHEN STEM SHEARWALL HOLDDOWNS.VERTICAL REINFORCING BARS AT SBX/DOT CHEMICALS. W/ 16d NAILS @ 6" O.C. ° ° ° EDGE NAIL WALL WALL SHEATHING ° WALL AND FOOTING ARE POURED MONOLITHICALLY, EXCEPT AT SHEARWALL HOLDDOWNS,AS NOTED IN HOLDDOWN SCHEDULE,ARE FROM EA SIDE, 16d NAILS • SHT'G TO EA 2x& Limi SHEARWALL HOLDDOWNS. VERTICAL REINFORCING BARS AT REQUIRED IN ALL CASES. AS REQ'D. SEE PLAN WALL SHEATHING NOT SHOWN FOR CLARITY STAGGER NAILS SHEARWALL HOLDDOWNS, AS NOTED IN HOLDDOWN SCHEDULE,ARE Y „ „ „ SEE PLAN REQUIRED IN ALL CASES. 3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY,#4 BAR /2 DIA x 10"AB's©48" ° AS SHOWN VERTICAL REINFORCING IS REQUIRED @ 48" O.C. AS ILLUSTRATED OC&WITHIN 12" OF �- HOLDDOWN WHERE Y2" DIA x 10"AB's @ 48" 0 ALL CORNERS & OC&WITHIN 12" OF ° -,: DE 3. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY, #4 BAR BELOW. APPLIES PER PLAN HOLDDOWN WHERE T- VERTI AL REINFORCING ! RE IRED 48" O.C. AS ILLUSTRATED OPENINGS. TYP UNO IN ALL CORNERS& WALL SHT'G EDGE ° C IS REQUIRED @ • ° APPLIES, PER PLAN (/) BELOW. 4. P.T. SILL PLATE SHALL ONLY BE TREATED W/ SHEAR WALL SCHED •°•° OPENINGS. TYP UNO IN ° NAIL SPACING PER SHEAR .ry°. ° SBX/DOT CHEMICALS. 2x PT SILL PLATE • • 2x WALL FRAMING °•°° r4 ':: %2" DIA x 10"AB's @ 48" DIA a•o @ SHEAR WALL SCHED ° • @ WALL SCHEDULE r-„�• 2x BOTTOM PLATE < 16" OC, TYP, U.N.O. ° •° • 2x6 16" OC, TYP, 3"'�'`" W/Y2 x 10 @ 48 ° ° ` " ° ••.* U O SIMPSON HDQ8 OC &WITHIN 12 OF OC &WITHIN 12 OF EDGE NAILING PER 2x P.T. PLATE, SEE SCHED • ° S SO Q ° i°__ ALL CORNERS & \ SKI (< ALL CORNERS& SHEAR WALL SCHED FOR ATTACHMENT EDGE NAILING PER PER HOLDOWN ' ' 0 II_ 2x P.T. PLATE, SEE SCHED ° w ° OPENINGS. TYP UNO IN 41 -v_ell S SCHEDULE ° 2x P.T. S 4 II IN I FOR ATTACHMENT SHEAR WALL SCHED a.N (2SHEAR WALL SCHED FINISH GRADE I - �-- SLAB ON GRADE ONT AT TOP I� I k SIMPSON SSTB28 8" CONCRETE FACE OF ° a a -•� CONCRETE I I ., °' a. I I SLAB ON GRADE v a d CONCRETE STEM WALL. a ° STEMWALL, UNO ON PLAN CO - AT GARAGE a . ° SEE TYP STEM/FTG D - #4 BAR AS NOTED EQUAL TO FACE OF ° °�. I ►; `) I I ° ° a. 4 REINFORCING DETAIL d a d °. a ABOVE 2 STUDS ABOVE a' d la I� o ° r 11--- ir:t • 47 A Z 4 ►� III � . 6 A ° (.11)° a ° '� RIGID R-15 INSULATION °4 I I I I- a ° a - _ Z = ° SLAB ON GRADE © ►, CONCRETE STEM WALL. °� . ` •°d : ° °°.d •. j F"- I,. _ _ _ a d C: Cot ` %�/�//\�/, r. a , AT GARAGE a . SEE TYP STEM/FTG /��\\� , o • ° REINFORCING DETAIL 6. . .L . ° / 0 //\ /\/ (1)#4 BAR CONT \ ' �- . . .. U °• AT BOTTOM /116Y / /v` #4 BAR CONT CONCRETE STEM WALL. =�.- '� A • FIRM, UNDISTURBED i\\\\\\/ AT BOTTOM SEE TYP STEM/FTG �/�/\/\/ X 4, �`_• FIRM, UNDISTURBED FOOTING PER SOIL OR COMPACTED /'//'/ REINFORCING DETAIL \�/\\�\\\� //\/\/\/\Y I SOIL OR COMPACTED SCHEDULE 4 STRUCTURAL FILL / FOOTING PER / FOOTING PER ,/\/\� (1) STRUCTURAL FILL SCHEDULE SCHEDULE //// TYP STEM / FTG REINFORCING TYP PARTYWALL REINFORCEMENT 3 FOUNDATIC)N 4 2 INTERIOR FLOOR PERIMETER © GARAGE SIMPSON HDQ8 DETAIL C SCALE: 1" = 1'-0" 3-001-03 S6.0 SCALE: 1" = 1'-0" 3-005-01 S6.0 SCALE: 1" = 1'-0" S6.0 SCALE: 1" = 1'-0" 3-006-02 S6.0 SCALE: 1" = 1'-0" I - _ NOTE: NOTE: NOTE: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. WHERE STEMWALL AND FOOTING ARE POURED SEPARATELY, #4 BAR '�' o EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. VERTICAL REINFORCING IS REQUIRED 48" O.C.AS ILLUSTRATED ® U CUT PLATES AT SSW. @ f N 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR REFER TO 11/S6.0 FOR BELOW.VERTICAL REINFORCING MAY BE OMITTED WHEN POURED -„ o 0 BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. ADDITIONAL INFO MONOLYTHICALLY ,.. _____iii____/ A-4 CA i.:..- ---: g 4 I 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ (1)#3 HAIR PINS TYP @ ''"°� :� 7- 4 CONC. PORCH o SBX/DOT CHEMICALS. SBX/DOT CHEMICALS. SIMPSON SSW SHEARWALLS. ' SLAB ON GRADE _ - SLAB BY OTHERS o AT GARAGE \-IN J -�.- (2) @ SSW24 x 7 SHEARWALLS C� ,, �, il 1" CLR AIR SPACE 1, \ - o - - (.c)1 �" INCLUDING SHEET CONCRETE STEM WALL. a ° ; .a ° . 4 ' .... 1) 1 z SEE TYP STEM/FTG a •• _ ® •r--� 3 gTRACTOR I \ \VERIFY II �i a. . I „ • 0 0 0 AS REQ D. SEE PLAN U REINFORCING DETAIL 3 C • • • -REFER TO PARTYWALL I 1\ I ANCHOR BOLT <i i i i -�FOUNDATION @ GARAGE a• PER PLAN / / ��'' " °� :::��`��•4►•�•� M 2x P.T. PLATE SEE SCHED I i° li�i�i+fi�, DETAIL FOR INFORMATION _ � � ..a � • • • ...FOR ATTACHMENT NOT SHOWN { 1= =I I STEM WALL BEYOND 2 *mod- (1)#4 BAR CONT @ TOP N II SEE INTERIOR FOUNDATION _III- I _ ° p�.,_A,- Mo 2x WALL FRAMING EDGE NAILING PER -�II�kiiI DETAIL FOR INFORMATION y TOP REINFORCING a �� ,,. 16 OC �I SHE AR WALL SCHED NOT SHOWN. �`•�,, . a GR ADE ip�• WELL GRADED FREE -. o PER PLAN N o _ 1II 4 � : 2 #4 @ 18" O.C.W/ 4 ! DRAINING GRANULAR <__ - '� �' I BOTTOM REINFORCING BACKFILL. (NOT MORE a SLAB ON GRADE 41 . IJ SLAB ON GRADE 1I1 d I '°' STD HOOK ° �G 6" IL I AT GARAGE II • I AT GARAGE iI I _ -*�I1 a a PER PLAN -S) THAN 5% PASSING 200 siRucruRAt 'II �a � � �' � ►, v a� � a . ,l. °•. II .° � a •. -I { - SIEVE) �C • N .. a 4 a / . J ° ° 3‘. PRD/�f 6 CONCRETE O � C G \ � F v • ° d {- - I a / FTG PER PLAN ° 5 <c. - - - I----- - - - -III ° ►, ► ,I I • � 4 a � STEMWALL � 12,320 � { I I- -{ • a I -I I { FACE OF CONCRETE - i� �,° °.' t c- a a ©a a : FACE OF CONCRETE -III = I I- EQUAL TO FACE OF ` - r • ' ° III I I \ ` ° a y #4 BAR AS NOTED• STUDS ABOVE ► - ' ou I EQUAL TO FACE OF a . ' . III a ' e-rt----- ► RIGID R-15 ,� • I .- , ABOVE 0 OREGON Z STUDS ABOVE a CONCRETE STEM WALL (1)#4 BAR CONT 15, ►� INSULATIO<N .° v a /��/ ��/� �� ° CO V�Y 19$� ��IN:& FOOTING PER a . _ \/�\ A'// 7\\/ �% O �� . . TYP PARTY WALL SEE TYP PARTY WALL a ° "' CENTER FOOTING BETWEEN /\//\/ /, AT BOTTOM 4V J° ENS ° REINFORCEMENT DETAIL REINFORCEMENT DETAIL FOR �. - 1 FIRM, UNDISTURBED- STEM WALL AS SHOWN, \/�\//�/ ,�'d INFORMATION NOT SHOWN = -�`= cc SOIL OR COMPACTED REFER TO FOUNDATION PLAN v FIRM, UNDISTURBED EXPIRES'12-31-2011 //\//\//\///\X ° •© ° . STRUCTURAL FILL / FOOTING PER PLAN &SCHEDULE / M FOOTING SOIL OR COMPACTED 7�\/\j\/ / \/\\ \\� ��\\�/\\X/\\\<\\ ,� , PER PLAN / STRUCTURAL FILL r &SCHEDULE \/\/\/ �//�/ //.//,/ #4 STIRRUPS @ 18 O.C. U = w oN jl \//\f 7 SLAB INSULATION DETAIL AT PARTYWALL DETAIL TYPICAL PORCH PERIMETER 6 PARTYWALL FOUNDATION GARAGE FOOTING 9 0 S6.0 SCALE: 1" = 1'-0" o 0 1" _ , S6.0 SCALE: 1" = 1'-0" S6.0 SCALE: 1" = 1'-0" 3-018-01 "' w S6.0 SCALE: 1 - 1 -0 0 @ w Lii a o 0 a NOTE: NOTE: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR ANCHOR BOLT 2. 1/4"x 3"x 3" STEEL PLATE WASHER REQUIRED AT EACH ANCHOR BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. PER PLAN BOLT BETWEEN SILL PLATE AND NUT, TYPICAL. 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/ �- 3. P.T. SILL PLATE SHALL ONLY BE TREATED W/SBX/DOT CHEMICALS. SBX/DOT CHEMICALS. (1)#3 HAIR PINS TYP @ 1 %" CLR SIMPSON SSW SHEARWALLS. (2) @ SSW24 x 7 SHEARWALLS Z Z 1 z\ FINISHED GRADE SLAB ON GRADE a • • I AT GARAGE - ° °•°°° O EE REFER TO PARTYWALL • a ' - • o -CONCRETE STEM WALL. o _ FOUNDATION @ GARAGE I 1" CLR AIR SPACE ' . °• . . • . ° ° SEE TYP STEM/FTG DETAIL FOR INFORMATION I INCLUDING SHEET -I I _ I d ° =111=1 I `� REINFORCING DETAIL NOT SHOWN I ROCK CONTRACTOR = I I I TO VERIFY III - I I __� SLAB ON GRADE @ ENTRY - CONCRETE STEM WALL. SLAB ON GRADE �- °1I- SLAB ON GRADE i►`-�I a SEE TYP STEM/FTG AT GARAGE D uui._ un� �� • , b • & a AT GARAGE =•C;- i,�/I #4 @ 18 0.C. W/ a Zo -� REINFORCING DETAIL - 'A -vi �I 148" MAX STD HOOK _ J J J \ CONTRACTOR a TOP REINFORCING a : a • ` . a. a •�� oN v. ,,II d k TO VERIFY r . a. . Q�a a PER PLAN a �..__W w 1 N, - - - �' SLAB ON GRADE "` e I ° #4 STIRRUPS I I I ( ►/ o co iII- - I I �, #4 O.C. W/ I : . z �I =III - d AT GARAGE FTG PER PLAN 4 �° ° . @ 18 O.C. STD HOOK 4 �' RIGID R-15 INSULATION \•. " . •° . �a � . REINFORCING • •. r... ®•® � .. .. a a TOP REINF ©. ° 4 ` a C7�--- BOTTOM REINFORCING , . . . . a . • 'a . PER PLAN a I I- -1 I I -. . a PER PLAN 2 - I� a G`` I- II a. SEE TYP PARTY WALL =III- \ // �` FTG PER PLAN . . a © . . FIRM, UNDISTURBED //\/\\ a a - #4 STIRRUPS (DE REINFORCEMENT DETAIL FOR SOIL OR COMPACTED ' ° a ,� INFORMATION NOT SHOWN .° STRUCTURAL FILL / FOOTING PER PLAN &SCHEDULE .'S.. _ • .7 • ` - ®•- - ° 4. 0 @ 18 O.C. SHEET NO. o d . I BOTTOM REINFORCING FIRM, UNDISTURBED \\//\,' PER PLAN Q //\/\/\/\/ �� /� Q i\//\//\//,' SOIL OR COMPACTED a `//////\/ STRUCTURAL FILL FOOTING PER PLAN &SCHEDULE 10 S6 0 0 PARTYWALL STEP FDN GARAGE 11 FOOTING DETAIL 12 INTERIOR FOOOTING DETAIL co c„ S6.0 SCALE: 1" = 1'-0" S6.0 SCALE: 1" - V-0" S6.0 SCALE: 1" - 11-0" JOB NO. CEN-090 NOTES: 1. MAINTAIN 3/8" MINIMUM EDGE DISTANCE FROM SHEATHING TO NAILS. 1. HEADER PER PLAN NOTE: 2. TOENAIL-(2) 16d TYP 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 2. EDGE NAILING TO BE APPLIED TO ALL PANEL EDGES. CONTINUOUS DOUBLE 3. 10d @ 8" O.C. STAGGERED EDGE NAILING, SILL PLATE NAILING, AND CLIPS. 3. PLACE FACE GRAIN OF PLYWOOD HORIZONTAL. TOP PLATE. SEE TOP HEADER 0 4. SOLE PLATE 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR CID 4. FOR NON-BEARING WALLS, USE SINGLE KING STUD. PLATE SPLICE DETAIL. (2)2x8 NAIL LAMINATED HEADERS W/(2) 10d A 12" OC, 5. SILL SHOWN CUT AWAY TO LLI SHEARWALL SHEARWALL TYP UNO. SEE FRAMING SHOW NAILING. (2) 10d EACH STUD REFER TO SCHEDULE f f REFER TO SCHEDULE f PLANS CONTINUOUS WALL SHT'G I 6. KING STUD PER PLAN FROM DBL TOP 2x WALL FRAMING @ PLATE TO RIM JOIST, DO NOT 16" 0.C. 0 II II II II I O ' © 7. TRIMMER. PLACE SHT'G JOINT @ BOTTOM EDGE NAILING REQUIRED . - _ - - � 8. CRIPPLE STUD PLATE OF WALL OR TOP PLATE SILL PLATE NAILING (f j 4'-0" MINIMUM ALONG HOLDOWN POSTS 2x STUDS y / AND DOUBLE TOP PLATE @ 16" OC 9. (4) 16d EACH END FLOOR SHEATHING PER SHEAR WALL SCHEDULE Ty' O9 PER PLANS AND ZI-C ' 16d @ 16" 16d @ 4" O.C. GENERAL NOTES 1"jj O.C. -TYP AT SPLICE SOLID BLOCKING ALONG �{ 0 PANEL EDGES PER - 0 0 WALL SHTG I1,� SHEAR WALL SCHEDULE (2) 2x - 0 JOINT W/EDGE IL.j_ _, .__._, . � SILL NAILING EA SIDE 011 1 i 1 1 , 1 i , I , i 1 I AT ALL UNSUPPRTED EDGES ■∎ ;; I -J 0 ALONG RIM (OR RIBBON) u i i i i i i i i i i i i i , 11 2x OR tALL ONLY ULE FOUNDATION I\. I- t �,� t t t t PER DETAIL e RIM JOIST U ° o ° {I ° OR 2x4 RIBBON II u. H ° °II' H 4 II 4II H .. d° " .J 8 �1 • If ,, . : Jp AS RIM ` FLOOR TRUSS PER PLAN ° Ild'.e ° e e 4 ° II° ° d d'..II 1 e 4.' e a Ct °. ° . a sa° 4 ° .e • e e°< ° d °- a :.e a. e ' Q A ,e d ° a . d ° lir ' TOP PLATE. SEE TOP 2x WALL FRAMING @ HOLDDOWN REQUIRED WITHIN HOLDDOWN POST PER SHEARWALL PLATE SPLICE DETAIL. 16" O.C. 6" OF EACH END OF SHEARWALL, U.N.O. SCHEDULE. SEE SHEARWALL PLAN, TYP 2x STUDS @ 16" O.C. OR WHEN NO HOLDDOWN IS REQUIRED. SEE SHEARWALL PLAN CO TOP PLATE SPLICE 2 TYPICAL STUD & SHEAR WALL ELEVATION 3 TYPICAL FRAME OPENING 4 FLOOR PERIMETER S7.0 SCALE: 1" = 1'-0" 6-005-01 S7.0 SCALE: NTS 6-038-01 S7.0 SCALE: NTS 6-013-01 S7.0 SCALE: 1" = 1'-0" 6-001-06 NOTE: :., NOTES: e NOTE: NOTE: ® V .:. N 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, �+ r;r: f.,: a �`' EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, EDGE NAILING, SILL PLATE NAILING, AND CLIPS. -' = p o 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR EDGE NAILING, SILL PLATE NAILING,AND CLIPS. ;;; ` FLOOR SHEATHING +-, Cf : - HEADERS FLOOR SHEATHING PER PLANS AND �--o >; ,. PER PLANS AND GENERAL NOTES ;••4 AO = ,- R o 2x WALL FRAMING @ V CONTINUOUS WALL SHT'G GENERAL NOTES N 2x,WALL FRAMING @ CD 16" O.C. WALL SHEATHING,AS REQ'D PER PLAN FROM DBL TOP II 16" O.C. 8d 4" OC 8d @ 4" OC *� :. �; PLATE TO RIM JOIST, DO NOT I @ Ct ® ` SILL PLATE NAILING PLACE SHT'G JOINT BOTTOM SILL PLATE NAILING a FLOOR TRUSS r r. " g @ 1 / x 14 LSh GOOD FOR 380 PLC . ;� PLATE OF WALL OR TOP PLATE en FLOOR SHEATHING CONTINUOUS DBL 1%TS/ESL FLOOR SHEATHING ° WIND LOAD .. - %BLOCKING <# v� PER PLANS AND RIM JOIST ALONG PER PLANS AND LENGTH OF OPENING. GENERAL NOTES FLOOR TRUSS GENERAL NOTES FLOOR TRUSS PER PLAN SZ,N !►=11 EXTEND 2'-0" BEYOND WALL SHT'G ROOF SHEATHING 2 x 6 CONTINUOUS PER PLAN c' M 1 I pv STAIR OPENING @ EA. END JOINT W/EDGE ►� ___ _ PER PLANS AND NAILER W/(2) 16d `�' NAILING EA SIDE AT =_ --- . - i∎17 .. `= \ II=I GENERAL NOTES EACH TRUSS - \j � -' o t WALL SHT'G RIM (OR GABLE TRUSS) "8d 6 OC JOINT W/EDGE @ ONLY NAILING EA SIDE II■ StavcruaA 1 %4 TS/ESL RIM JOIST OR II _ \_ j 1 GABLE TRUSS 11 � ;, � qc, PROT fA 2 d TOE- �� --� 12,320 NAILS @ 6" OC I �II SIMPSON LTP4 CLIP 1 1 AIR GAP SIMPSON LTP4 CLIP BLOCKING (ONE BAY) - FLOOR TRUSS ABOVE SHT'G. N ALONG SHEAR WALL @ 48" OC W/ 10d NAILS ALONG SHEAR WALL _ . : ; , ' __: ;--r-..,.. CONTINUOUS DOUBLE I PER PLAN ROOF SHEATHING TO MAY FILL WITH O S @ 4" O.C. TO EACH BLOCKING tP ,, OREGON .. TOP PLATE. DO NOT CONTINUOUS DOUBLE 14 x 14"TS/LSL��BLOCKING CONTINUE BELOW ALL SHT'G MEMBER(AS SHOWN) Y 1g$� SPLICE FOR 2'-0" (ONE BAY) @ 48" OC TRUSS OR RAFTER CONTINUOUS DOUBLE BEYOND STAIR TOP PLATE. SEE TOP W/ 10d NAILS @ 4" OC SEE PLAN OVER-FRAMING EDGE NAILING TOP PLATE. SEE TOP 1"AIR GAP ABOVE J° ENS cili OPENING @ EA. END PLATE SPLICE DETAIL. TO EACH BLOCKING PLATE SPLICE DETAIL. SHT'G. MAY FILL WITH TOP PLATE.OU CONTINUOUS TOP MEMBER (AS SHOWN) SHT'G EXPIRES'12-31-2011 PLATE SPLICE DETAIL. 2x WALL FRAMING @ WALL SHEATHING 2x WALL FRAMING \ 2x WALL FRAMING SIMPSON A34 CLIP @ EDGE NAILING 16 O.C. 16" O.C. r \ @ 16" O.C. @ EA. BLOCK J WALL SHEATHING 2x WALL FRAMING @ U = w o 1-- 16 O.C. Q (Ni Q U w i DETAIL INTERIOR SHEAR WALL 9 INTERIOR SHEAR WALL 5 PARTY WALL � LOWER STAIRS 6 FLOOR PERIMETER 7 OVER-FRAMING o 0 Lu _ S7.0 SCALE: 1" = 1 -0 6-002-06 1"=1'-0" " - SCALE: 1" = 1'-0" 6-009-08 Z z o w S7.0 " - S7.0 SCALE: 6-030-01 S7.0 SCALE: 1" - 1 -0 6-009-08 S7.0 • IT i 0 0 U 0 NOTES: p 1. SEE TYPICAL FRAME OPENING DETAIL FOR INFORMATION II • NOT SHOWN. 0 OFFSET EA STRAP TO 2. SIMPSON STRAPS SHALL BE PLACED ON TOP OF WALL 0I ATTACH ON OPPOSITE SHT'G, WHICH HAS NOT BEEN SHOWN FOR CLARITY. IOM SIDES OF POST AS taL '�- SHOWN HOLDOWN POST Itj PER SCHEDULE - SILL PLATE NAILING I� 6X6 POST AT EACH II I END OF SHEAR SIMPSON STRAP BOTTOM PLATE I� I WALL, SEE PLANS AND o z 2x WALL FRAMING PER SCHEDULE, ✓ POST OR DOUBLE STUDS SHEAR WALL SCHEDULE w / / BEAM PER PLAN @ 16 OC - FLOOR SHEATHING AT EACH END OF SHEAR PLAN VIEW CENTER ON RIM • • WALL, SEE PLANS AND ` h I ° TOP NAILING JOIST 'm PER PLANS AND � SHEAR WALL SCHEDULE ° •- � PER SHEAR WALL o (2) SIMPSON STRAPS WALL SHEATHING 2x PLATE, SEE SCHED ° GENERAL NOTES Q 6:- ° - FOR SILL PLATE NAILING O Q a ° SCHEDULE CO PER PLAN, (1) ON EA PER SHEARWALL C� I� I �«` ---� w 0 NOTCH SHT'G SIDE OF BEAM PLANS &SCHEDULE - i ° ° j - O w ° • FOR STRAP (6)8d @ 3" OC . RIM JOIST i► ° AT BLOCKING ONLY • ° ° SIMPSON STRAP • • NTIN US D UT e e ° CO UO 0 ° SEE SCHEDULE FLOOR SHEATHING °° °°° TOP PLATE. SEE TOP > > i -� -- PER PLAN AND GENERAL °°. / Q I,; ▪ /` _ PLATE SPLICE DETAIL. U > NOTES ° / Q DOUBLE T PLATE ` ', ., Co.° U w o BEYOND STRAP • --_ e :m° e ° O I--fi co tC1 BEAM, SEE PLAN II - • -MATCH SIMPSON ° • + NOTE: NOTE: SEE TYPICAL FRAMING z w b-I II ° ,m° ° STRAP FROM ABOVE, SEE TYPICAL FRAMING :*. II °, y • ° CENTER ON SIDE OF DETAILS FOR ADDITIONAL \ DETAILS FOR ADDITIONAL ci)= KING STUD NAIL I . °. _. BEAM & FILL ALL INFORMATION _ INFORMATION a LAMINATE TO POST II ° . NAIL HOLES W/SIZE Q • .11 - w POST PER PLAN ° Q O I AVAIL D , J ° 1 BOTTOM NAILING Q WI SIMPSON ACE, TYP. W/(2) 16d @ 12 OC . . . OF NAIL CALLED OUT Uw' • MATCH AND ALIGN W/ .. 0 °II PER •SIZE TO MATCH POST e e IN THE HOEDOWN CO °II - SCHEDULE SCHEDULE STUDS OR POST ABOVE w O -- AND BEAM, UNO. ° UNLESS OTHERWISE -'- 6 \ FLOOR TRUSS OR '� °m. NOTED, SEE PLANS AND i " SHEET NO. \ BLOCKING, SEE SHEAR WALL SCHEDULE \ II - MATCH AND ALIGN W/ • FRAMING PLAN WRAP STRAP MATCH HOLDOWN POST SIMPSON HOLDDOWN II POST ABOVE UNLESS AROUND BEAM AS SIMPSON HOLDDOWN FROM ABOVE STRAP SEE PLANS STRAP, (1) ON EA SIDE, &SHEAR WALL SCHED. SEE PL NOTED, PLANS AND a REQ'D, SECURE EA END OF l OTHERWISE ' BEAM WITH MATCHING BEAM PER PLAN SEE PLANS&SHEAR SHEAR WALL SCHEDULE S 70 0 a) SIMPSON STRAP WALL SCHED. SHEARWALL STRAP TO BEAM SHEARWALL STRAP TO BEAM HOLDDOWN STRAP DETAIL 14 12 13 10 I S7.0 SCALE: 1" = 1'-0" 6-016-02 S7.0 SCALE: 1" = 1'-0" 6-017-01 S7.0 SCALE: NTS 6-017-08 S7.0 SCALE: 1" = 1'-0" 6-022-01 S7.0 SCALE: NTS 6-022-03 JOB NO. CEN-090 CU NOTE: (2) 16d PER 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, CONNECTION • EDGE NAILING AND SILL PLATE NAILING. TRUSSES @24" OC CO • 2x4 FLAT LLJ @32" OC (1) SIMPSON RBC 2x6 BLOCKING CLIP EACH BAY. @BRACE. FASTEN 8d @6" OC EXTENT OF WALL LENGTH III NOT REQ'D @ SHT'G TO BLOCK TYPICAL, UNO SHTG PER ROOF SHEATHING PER VENTED/SCREENED W/8d @ 4" O.C.SEE PLAN SHEAR WALL PLAN PLANS AND GENERAL BIRD BLOCKING. 8d @ 6" OC W I SCHEDULE NOTES � (2) 16d PER 6" MAX FROM END -,--------- --- _ ' 8d NAILS 6" O.C. %� ��∎� CONNECTION OF WALL, TYP, U.N.O. / / @ I..'��/x� I j�� Q x Nov_ii , F- DBL STUDS (2) ROWS OF 16d NAILS ROOF SHEATHING (EDGE NAILING) i� 2x8 BARGE w S S EDGE NAILING AT �- EA END UNO SPACE PER EDGE NAILING EACH SIDE OF RIDGE 2x2 TRIM ® !s IN SHEARWALL SCHEDULE ��1 I� SEE SHEARWALL : : IL. �� % ` ` 1 MIN. 8d @ 6" OC UNO, SEE -J SCHEDULE �, @ @ PLYWOOD SHTG WITHIN /� �� SHEAR WALL SCHED < 414 1 - )'8" FROM TRUSS OR -1 1 Q n SHEATHING PER RAF=TER EDGE NOTCH RAFTER OR pik :: FIFULE MANUFACTURED U FHOLDDOWN, TYP III= = �� ►�� MANUFACTTRUSSES OR ROOF T- TRGER U � TRUSS OR RAFTER VENTED BIRD BLOCKING RAFTERS 24" O.C. jr O t PERPENDICULAR �� ALLOWED IN @ I � LOWED @AM 2x6BRACE 48" OC p (1) FIELD NAILING PER WALL @ SHEAR WALL SCHEDULE _-_ - - • �\` OF EVERY 3RD BAY SIMPSON H2.5 CLIP W/(4) 16d NAILS TO BLOCK =T� @ r... EACHMEMBER, TYP Vic. SHEATHING PER SHEARWALL EDGE NAILING UNO ON FRAMING PLAN SIMPSON A35 CLIP I EDGE NAILING t:1-- ° PLAN &SCHEDULE SHTG PER PLAN EACH BRACE I AND SCHEDULE I (2) ROWS OF EDGE NAILING WALL SHEATHING PER SHEAR WALL SCHEDULE CONTINUOUS DOUBLE CONTINUOUS DOUBLE HOLDDOWN PER PLAN & TOP PLATE. SEE TOP TOP PLATE. SEE TOP INTO HOLDOWN POST, TYPICAL PLATE SPLICE DETAIL. PLATE SPLICE DETAIL. SCHEDULE 1 I 03 2x WALL FRAMING@ 16" O.C. TYP, U.N.O. 15 HOLDDOWN DETAIL 16 HOLDDOWN DETAIL 17 RIDGE DETAIL 18 ROOF PERIMETER 19 ROOF DETAIL AT RAKE S7.1 SCALE: NTS 6-023-01 S7.1 SCALE: NTS 6-023-01 S7.1 SCALE: 1" = 1'-0" 6-026-01 NW SCALE: 1" = 1'-0" 6-027-02 S7.1 SCALE: NTS 6-028-01 NOTES: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, NOTES: NOTE: NOTE: EDGE NAILING, SILL PLATE NAILING,AND CLIPS. _ N 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, NOTE .f EDGE NAILING, SILL PLATE NAILING,AND CLIPS. EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS EDGE NAILING, SILL PLATE NAILING, AND CLIPS. 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, o V :'.. a, N 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS 1" CLR AIR SPACE 2. PROVIDE SOLID BEARING UNDER ALL POSTS&WINDOW/DOOR HEADERS EDGE NAILING, SILL PLATE NAILING,AND CLIPS. 3,- p o 2. PROVIDE SOLID BEARING UNDER ALL POSTS & HEADERS 1" CLR AIR SPACE 1" CLR AIR SPACE INCLUDING SHEET 1" CLR AIR SPACE 2. PROVIDE SOLID BEARING UNDER ALL POSTS &WINDOW/DOOR HEADERS CA .... ', INCLUDING SHEET ROCK CONTRACTOR INCLUDING SHEET Q,) • `. ;{ o `" INCLUDING SHEET 1" CLR AIR SPACE '= TO VERIFY gTRACTOR ROCK CONTRACTOR WALL SHTG, AS REQ'D ROCK CONTRACTOR WALL SHTG, AS REQ'D INCLUDING SHEET TO VERIFY WALL SHTG,AS 2x WALL FRAMING @ VERIFY (� 4)) .. . o 8 REQ'D 16" O.C. ROCK CONTRACTOR e , N a 2x WALL FRAMING I WALL SHEATHING, AS REQ D TO VERIFY :. 2, 1. I SILL PLATE NAILING I ® '... @ 16" O.C. i SILL PLATE NAILING 2x WALL FRAMING I SILL PLATE NAILING SILL PLATE NAILING 2x WALL FRAMING I ... i\ @ 16 O.C. I EDGE NAILING + CONTINUOUS 1 %4 I EDGE NAILING @ 16" O.C. I EDGE NAILING I FLOOR SHEATHING REFER TO DETAIL .,,, TS/LSL RIM JOIST ( FLOOR SHEATHING 1 % TS/LSL I FLOOR SHEATHING FLOOR SHEATHING CONTINUOUS DBL 1%4 TS/LSL 1 Y4 TS/LSL I 20/S7.1 FOR STAIR I PER PLANS AND 4 I RIM JOIST ALONG CONTINUOUS PER PLANS AND PER PLANS AND M RIM JOIST PER PLANS AND FRAMING THIS SIDE BLOCKING PER I GENERAL NOTES Al GENERAL NOTES • GENERAL NOTES LENGTH OF OPENING. RIM JOIST A GENERAL NOTES OF WALL ¢ N�'�!�i�'�� EXTEND 2-0 BEYOND . DETAIL 6/S7.0 N I_ _.M Al ■�W I(9t■�∎V■ ��!_ �i, - -- :._.�.-�.._�-= �__ = �,_ STAIR OPENING EA. : 1I' --=, @ END _ ■Ig '� (2) 2x BLOCKING AT 'I�I �� WA - .i:- - JOILING EDE j-)��-- SiRUuRa4 ( l �1ti ' i �� \ STAGGERED II PRO,rt L��:� ► i. -. I l 111 �,�� C Z - NO=Ilk t i 4 II ► ii / �-,� GI NE /p j ►� ∎mil -(2) 16d TOE- *D REFER TO DETAIL , �\ ,,12 320 R O� 1 ► (2) 2x BLOCKING AT TRUSSES; ��) 22/S7.1 FOR STAIR (2) 1/4 x14 TS/LSL 2 1 Y x 14 TS/LSL BLOCKING BETWEEN FLOOR TRUSS PER PLAN ,I NAILS @ 6" OC BLOCKING PER DETAIL 6/S7.0 FRAMING THIS SIDE �II BLOCKING BETWEEN O �4 FLOOR TRUSS I , A,, BLOCKS W/ 16d NAILS TRUSSES W/ 16d NAILS @ 12 O.C. FLOOR TRUSS PER PLAN (2)2x BLOCKING AT TRUSSES; (2) 1Y4 x14 TS/LSL OF WALL ,; etas - � . ��_�<°-,.._ STAGGERED CONTINUOUS DOUBLE PER PLAN BLOCKING BETWEEN @ 12" O.C. STAGGERED (2) 1%4 x 14 TS/LSL BLOCKING BETWEEN TOP PLATE. DO NOT SIMPSON LTP4 CLIP In �, OREGON ,, . . //il / FLOOR TRUSS PER PLAN li BLOCKS �` TRUSSES W/ 16d NAILS @ 12 O.C. SPLICE FOR 2'-0" PER SHEARWALL ��Y 15,f3 �`� STAGGERED II SIMPSON LL CLIP C"C_ �� II EDGE NAILING BEYOND STAIR II PER SHEARWALL SCHEDULE �/ J. EN� II SIMPSON LTP4 CLIP SIMPSON LTP4 CLIP OPENING @ EA. END PER SHEARWALL PER SHEARWALL Ii SCHEDULE EXPIRES 12-31-2011 2x WALL FRAMING @ II SCHEDULE 2x WALL FRAMING 2x WALL FRAMING I EDGE NAILING I 16" O.C. II @ SCHEDULE @ 1 II 2x WALL FRAMING @ II WALL SHTG, AS REQ'D 16 O.C. 16" O.C. I) 16 O.C. ____./7____1\\ \I\ WALL SHT'G,AS REQ'D WALL SHTG, AS REQ'D 0 Q w N . �/ Q U t/) o 20 PARTY WALL FLOOR DETAIL PARTY WALL FLOOR DETAIL PARTY WALL @ LOWER STAIRS 23 PARTY WALL FLOOR DETAIL PARTY WALL FLOOR DETAIL 21 22 �✓ 24 0 0 S7.1 SCALE: 1" = 1'-0" 6-003-05 S7.1 SCALE: 1" = 1'-0" 6-003-05 S7.1 S7.1 = w z v S7.1 SCALE: 1" = 1'-0" 6-003-05 w •- °w SCALE: 1" 1 0 6-003-05 w L TT a 0 0 C] 2x WALL WALL SHTG TRUSSES PER PLAN FRAMING (2) STRAPS SIMPSON ST18 EA END © 16" O.C. (4) STRAPS TOTAL PER FRAME SHEAR WALL �� 2x WALL FRAMING A/ ROOF TRUSSES CENTER ON CONT. HEADER SEE PLAN 2x6 BLOCKING ALONG II @ 16" O.C. PER PLAN ROOF TRUSS W/ 16D 2 x WALL FRAMING �/ NAILS @ 4" O.C. I FLOOR SHT'G II ___ _ (2) 1�Od NAILS @ 16" O.C. 1 I I I V FLOOR SHT'G ; 1/ @ 4 O.C. BLOCKING II PER PLAN & II SILL PLATE& � ►I� I GENERAL NOTES II NAILING PER PLAN 1 ►1 1 N 11 ►1 ►1 11 H N 11 11 11 ►- N 1 PER PLAN AND I STAGGER ROWS PER 6/S7.0 FLOOR SHTG z z i� FLOOR SHTG II II 1! :::: ::S I RAMING , R TUSSES II 10d COMMONS p BEAM PER PLAN � WALL SHT G GENERAL NOTES II @ 16" O.C. ' GENERAL NOTES PER P N �II I _+__III @ 2 O.C. I 0 PER PLAN ALONG TRUSS II II SILL PLATE -- �- BEAM PER PLAN "' CONT HEADER, FLOOR TRUSS II WALL SHTG. DO __ _ d ''`j II o - SEE FRAMING PLAN 1A4Y14'� ROOF TRUSS PER PLAN II NOT PLACE JOINT - '- - -- I 1 I �C �;�_II EADE, TAG = @ II BOTTO2 EDGE NAILING - PLATE OF L ' `III 4 x 4 SHIM 4 y2IIIl\ ( BEAM PER APAEL WIDTH \ . M 'J II 1 F6 o, i�, : ; ; BEAM PER PLAN '; ., j'►'�i I a) ! ��,_ � DBL TOP -��_ �� ...'�. `. �,"';liP4EI DBL TOP �. w HANGERS BY TRUSS MNF kj I r !i - PLATE N SEE PLAN ' HEADER PER PLAN /!4- :I!�1► PLATE - FLOOR TRUSS o N SILL PER BLOCKING 48" � (2) 10d NAILS •►- , rx �'I SCHEDULE O.C. WI10d OE-NAILS II (NIA AT SIM) SHTG JOINT PER PLAN HGA10 CLIPS CONT DBL 'I PER JOIST (DO NOT PLACE z , \ INTO TRUSS BOTTOM DBL TOP (3) SIMPSON PER WALL \ d N - CHORD TOP PLATE II 10d COMMONS PLATE LTP4 CLIPS ALONG HGA10 CLIPS (6) @ 24"WALL a. a �� Z ��o.. '. (I @ 2" O.C. 3 SIMPSON THIS JOINT) PER WALL BEAM PER PLAN w Q FOUNDATION PER II (N/A AT SIM) O (6) @ 24"WALL SIMPSON o _ a SHEAR WALL I) HGA10 CLIPS STRONG WALL 4 SQ Y PLAN N Q S � EDGE NAILING II PER WALL SIMPSON NON BEARING WALL PER PLAN fa I • A WALL SHT'G (2) @ 12"WALL STRONG WALL PER PLAN SHEET N0. o (1)#4 MIN UNO SIMPSON 1/ To SEE HOLDDOWN STRONG WALL c PER PLAN III POST PER PLAN a. SCHEDULE ca co 'a FRONT GARAGE DETAIL S 70 1 2 25 26 27. 28 C-9-)_ _ _ _S7.1 SCALE: NTS 6-035-01 S7.1 SCALE: 1 = 1 -0 S7.1 SCALE: 1 - 1 -0 S7.1 SCALE: 1 = 1 -0 . SCALE: 1" = 11-0" JOB NO. CEN-090 U SIMPSON ROOF TRUSSES BY OTHERS ,i BEAM PER PLAN NOTE: H2.5 EA TRUSS ,/ SHT'G TO EXTEND TO --3- NOTE: NOTE: 1. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, 1. ALL HARDWARE SHALL BE HOT DIP GALVANIZED. 1. ALL HARDWARE SHALL BE HOT DIP GALVANIZED. ..•''' . f DBL PLATE AT END WALLS EDGE NAILING AND SILL PLATE NAILING. 2. ALL LUMBER SHALL BE PRESSURE TREATED. 2. ALL LUMBER SHALL BE PRESSURE TREATED. ��' 8d @ 6" OC■ SIMPSON 1'-4" 4'-0" O.C. MAX A35 6x6 / Cf) POST 2x BLOCKING SHAPED - SEE RAIL DETAIL �� 2x6 FLAT N BLOCKING W/ DRAG TRUSS BY OTHERS TO FOR CONNECTIONS SIMPSON ST22 (2) 16d @ 4" OC ALIGN W/INSIDE FACE OF PARTY ALONG TOP PLATE OF WALL, GOOD FOR 200 PLF IN-PLANE �— I 8d NAILS 6" O.C., LATERAL FORCE TRANSFER FROM .1 Mileillit WING WALL TO WRAP SHEAR WALL SHEATHING @ DBL TOP ._ AROUND 3 SIDES OF 6x6 MUST EXTEND DOWN TO TYP ALONG DRAG TOP CHORD TO BOTTOM CHORD 4x4 POST @ \ • oo d11110.11:1:11.11.11r = PLATE POST(BEYOND) BOTTOM OF BEAM ___ 4X 4x4 POST 1 SIMPSON RBC = -,---( ) �� JJ �I� �I► &WITHIN 16" OF BELOW CLIP EACH BAY. !, ri V 'I 1'I EA CORNER OF TYP V _ Y Y ( 2x6 VERT x I _ SHT'G AT NOT REQ'D VENTED itil - MNF TRUSSES DECK& FACE OF `t . Q Y " BY OTHERS BELOW WINGWALLS TO e ii � 2x6 W/SDS/4��x 3 BLOCKING. �- HOUSE w o BE ONE COMPLETE SCREWS @ 6" O.C. 2x SOLID BLOCKING, �° SIMPSON A35 CLIP, `Q SOLID PIECE TO 6x6 POST VENTED � BLOCKING �, 0 co IRD SUBSTITUTE FOR LTP4 BEYOND BIRD �� @ 48 O.C. `�` --�-- PLAN VIEW , (BEYOND) BLOCKING ALLOWED CLIP PER SHEAR WALL \ X\I: A MIN. OF EVERY �° AT TOP OF PLANS&SCHEDULE 2x6 FLAT PT, W/(2) SIMPSON < 2x WALL FRAMING @ WALL SHEARWALL EDGE @ 16" O.C. NAILING BEYOND 3RD BAY ��° P 11-1 • ( ) DBL 2x8 BLOCK'G 4x4 POST &DS E4A POST ' LONG @ EA END 8d @ 6" OC ��.� 1 '�� OR (2) 2x8 JOIST BELOW # 0 x 3" LONG WOOD SCREWS Ct FULL HEIGHT 6x6 POST .� MIA `�1∎1 _ z I-'- �� ;;�I, N _ @ 12 O.C. IN BETWEEN SIMPSON EA END OF iMNDOW SEAT -16d @ 6 O.C. K I T '� U BOTTOM LUS26, TYP x W/SIMPSON A35 CLIP r it _ 2x8 DEC JO S _ �..� 2x4 CONTINUOUS „ U _ r 1!' 1� �� 16 0 C. PLATE BOTTOM I - I @ BO TO TOP& EDGE NAIL PER : z \ _-al•o ' Er" EA SIDE OF POST NAILER X111 �� — �� ROOF TRUSS �� Et Ci.t 4x6 BEAM SHEAR WALL N iss∎ml; �l� 1 I. ►, SCHEDULE ` S �, 4x4 POST @ 2x6 © 16 O.C. TYP 1 CLR AIR SPACE SIMPSON H2.5 WALL SHEATHING AS REQ'D Nz 2 SIMPSON 4'-0" O.C. MAX INCLUDING SHEET PER SHEAR WALL PLAN O &W/IN 16" OF EA RAFTER, TYP R SDSY x 3" _ ROCK CONTRACTO a SHT'G TO EXTEND TO VERIFY EA CORNER& WOOD SCREWS SHEATHING 2x WALL II 2x6 WALL STUD (2) SIMPSON HDU4 W/ SIMPSON A35 FROM BLOCK'G AT EACH POST FACE OF HOUSE TO BOTTOM OF 4x6 ■,' PER SHEAR WALL FRAMING II @ 16 O.C., TYP AT END WALL 1,-o„ ALIGN 4x6 W/6x6 POST SCHEDULE @ 16" O.C. II /" DIA. THREADED ROD 2x8 DECK JOIST, NOT REQ'D # WHEN(2) SIMPSON HD2A ATTACHED C..0 MAX EA END W/SIMPSON HUC46 OR HEADER TO 2x8 JOIST EACH END KITCHEN BAY WINDOW Alk ROOF PERIMETER 32 PARTY WALL @ ROOF= 33 POST BASE CONNECTIOIN 34 TOP RAIL CONNECTION 30 S7.2 SCALE: 1" = 1'-0" Mir SCALE: 1" = 1'-0" 6-034-08 S7.2 SCALE: 1" = 1'-0" 6-031-07 S7.2 SCALE: 1" = 1'-0" 6-045-02 S7.2 SCALE: 1" = 1'-0" 6-046-01 NOTE: NOTE: 1. SEE SHEARWALL PLAN AND j� 8d @ 2" OC NOTE: NOTE: 1. SIMPSON CLIP NOT REQUIRED WHEN WALL SHEATHING IS NAILED AS PER ALTERNATE NAILING DETAIL. SCHEDULE FOR ALL SHEATHING,1. SEE PARTY WALL DETAILS FOR ALL CALLOUTS NOT SHOWN 1. OVER-FRAMING NOT SHOWN FOR CLARI . SEE OVER-FRAMING DETAIL I FASTEN BLOCKING O U EDGE NAILING AND SILL I N FOR ALL OVER-FRAMING REQUIREMENTS BY PLANS. 2. SEE SHEARWALL PLAN AND SCHEDULE FOR ALL SHEATHING, PLATE NAILING. II W/(6) 16d EA. BLOCK c.} ' o 0 2. SEE DETAIL 32/S7.2 FOR ALL CALLOUTS NOT SHOWN EDGE NAILING, SILL PLATE NAILING,AND CLIPS. I) 3. ALL DECK MEMBERS SHALL BE PT, AND DECK HARDWARE II �, SHEAR WALL SHEATHING t Lt r MUST EXTEND DOWN TO '----� f I, � SHALL BE HOT-DIP GALVANIZED. In �`�� .� r..� I ;Arl „ I �,�` BOTTOM WALL PLATE, TYP .... ... o Y 4. REFER TO FLOOR PERIMETER DETAIL FOR INFORMATION NOT SHOWN L II 2x6 BLOCKING �� ,4 .=. ° E �; �� CONTINUOUS WALL SHT'G 2x WALL FRAMING ALONG TRUSS \ (2)8d @ 4” OC PER PLAN FROM DBL TOP p @ al O . ... , � 16" O.C. BLOCKING �`�: � .... .... �' 3 PLATE TO RIM JOIST, DO NOT N ROOF SHEATHING ._, 3 I —� —� PLACE SHT G JOINT BOTTOM II �� PER PLANS AND �; @ SILL PLATE NAILING PLATE OF WALL OR TOP PLATE II �� GENERAL NOTES FLOOR AS G II ---- -.. x FLOOR SHEATHING PER PLAN AND p ;;r. .., o N -^ PER PLANS AND GENERAL NOTES � `�' !, / GENERAL NOTES l ° \ : 2x6 FLAT DECKING W/ FLOOR TRUSS III (2) 16d NAILS EA MEMBER = PER PLAN :c. N O I INTO EA JOIST + ,�1 - ¢ Pt . . II! ■�.- ��- ��1 II Rq� 1 .1■■ \\ ■ E 48 MAX, CONTRACTOR `Ir .:III,:It( 4:):::::::1;10u21:P3NTR2:00 F /� TO VERIFY . ►�� '11IiiI �II I ,�,V\- / SIMPSON LTT19 W/5/8"0 I '°›. \ x 6 LAG SCREW INTO FLOOR JOIST OR e U j I BLOCKING PER PLAN II t!l OREGON . . �� BLOCKING OR RIM JOIST $"� �Q- 2x8 DECK JOISTS @ 16 O.C. CONTINUOUS DOUBLE CRIPPLE WALL BETWEEN TRUSSES C"C_ Y 15,V9 �� T SIMPSON �N J N� SIMPSON LUS26 TOP PLATE. (3)2x6 STUDS EVENLY SPACED E \ LTP4 PER 2x WALL FRAMING @ W/7/16"APA RATED SHT'G SCHEDULE EXPIRES'12-31-2011 2x8 LEDGER W/(2) SIMPSON 16" O.C. W/2x6 TOP AND BOTTOM PLATES ' %4" 0 x 4Y2" SDS SCREWS @ 12" ALONG ENTIRE O.C. INTO RIM FRONT ENTRY CONT DBL ,--•�I JOIST \ �` TOP PLATE 0 Q W ° _/ WALL SHT'G < U U-) o (_; PARTY WALL FLOOR DETAIL PARTY WALL ROOF 38 ENTRY ROOF DETAIL ' o 0 36 w p LJ SCALE: 1" = 1'-0" 6-003-05 S7.2 SCALE: 1" = 1'-0" S7.2 SCALE: 1" = 1'-0" z Z ,;� 37 DECK CON NECTION S7.2 SCALE: 1" = 1'-0" 6-047-01 0) z z 0 i w v O co w p C/) 6 N W D co b z (NJ d- 1 6 w w 0 a Q S. E a) o U SHEET NO. O To c3 Q CO U N S 7• 2 li c. Z1) JOB NO. CEN-090 U,