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14100 SW BARROWS ROAD-1 I F I • I 1 1r( I III1 I SCHOLL B VILLAGE TovvNHol%AE A 71r I r 00 O wo IT ON MINI M EVEL PMENT co I TIGAR0 , DREG NLYG N N RTHWE T MPANY W �, C W 0 Lj � z RELATED z �' _ 0 PROJECT INFORMATION Q SUBMITTALS ON LIST OF DRAWINGS SDR VICINITY MAP �:�� :_- :_: �: :�ti ::...: : F2 R:�.: C. .�- Li - ACCESSIBILITY L'=- BLJ -_: _ ! � N -3�t D D. a R: �..: :. -.s �:e '•.7-_C •1::It,: �_::.::�: -t•,_e'::. -'t �— r'. _...•:::- :. •tir. _ . _.�t:::-. r _:s H'• tr:e::.,.. . .: �:. =- . = _ - Unit Type S-umman r ._ .� .. .K. a:e eKt'_:- • -{-t re 3�_.._ _� PROJECT3. TEAMr B _ - - ?.�- c :,«1-ER DEVELOPER K_)'_ GC)N NORTNf VEST CON:P.a_`� �• .. _.±� �1 A -��'� . Bulldin �ummjr% 3. ..^.a` & .'-a:.�rZ ?'a� .kRCHITTECT LEON.kRD : �5::BRAND i = - - mc Uj CIO c�•.'L E`GI`�-EER �.VR� DESIGN. ItiC GENERAL NOTES - `- _ _ . _ ._ . . - �._ ti••.�.: Cti-: '•i-'... a__ _3m-,_.Zaz.t •_ .:•! +.•:_ .._..'.a:'.ti� .. C:•• .ate �_N•''a.�. r �._..__ ..�s . . _ �� .. _.,t'•a: S'RL'CT',_R.kL ENGNEER CT ENGINEERINC -J: .._. _ \t—+` - _ t'.^ >Zt ..1: ._`v:._ _. 3. "'i' .:t 3. ::Z"� __ _ _-- •. _ _ \T_J.•Ss �` _+ J_ 11:'ya — D•::' DEFERRED SUBMITTALS R:•:. .._sc ,`.e•s:k:. _'3••i•."G� "�:.�-: : �:..:: .. C►-•::.. R;:.rt'2�: E'er. ._ size , o-s sue S F� -.4: -t :r,;r red -A earn ~et 4,:7n :-:ar_. -7—z:r:a: C: VENTILATION Q c-t'3:.� a cn - NOTES �,::-_. -.4a_ss.s: -e = ._a a: . . : : L _�t-._. ':aas::a:\4 3: . . -'_mss nc:eL: ::"{^•�'se a ' " l \_ r•. T'?! 'a i.r ')ra:ess. `,:^.a.YS a:.: .:e:.a:ts i t :3'..'3. _'aa T'_ecs :^•C--.:-s{ ':'eL ^.a-. _.-')e- :"_ 3'e ._ �:e :: ...•'.s a1 I nct :.-_•r� a^^ sirs T',`se u��-. �t aea:et: e-.e:.:ve �::':e .�. v ~t ex, T'%,-A ;��W^ :: Re:r. :: .-::-._- e:e•a::. :ate- :- �. _ ,{.ire^ `r . . •:.. .ci':7^1:32;�!: a:.f �,�.. . :,:. er.�. _.•: .•. :C' .t^ ..3at .s. W%�9 :.`fi�`{t i��" a:' '"l".': _'t ZL-ue '•'1 "-a t .yi.�:' :�1�':e':�► .:.d:C..bz 3". .;.t'b: 't:t't'}:p. ` :"`. i. C .^.,i .;i.'ilelij.�:.S tiC:`'t J O Nr 7 �e:r ::eiraace�s Set Ert-g', Noes s-aer. D~ ;•a:a"- �-,�..; ,-3,�,`;.e.•+c = Ok-: �`f a t 1`115 S.'� Y tfov' -.4ed :^. :� : a c 1S �'Su►a:l�: .`t' :.he P .�.f _':Y r 4.:es vc �r:oor an! Yik Nm �'�:�,r± 3: BLP : - '. : _ t:et.:::a.' F+LarIS St+e E:Ie-►-� �c t eS e- S.6ve D� a -..re a-�� 4�:n�v �(t( BCP ' -a:__-c-,t--:z H ;-a--s QD t:a: �e u ser.-:eL.:� ,:a: _:�.:u-; -- _ . „ a-- e• �� .uYt :�'f r•a,:tx.� rW. 'Lz�-z T -a� M3 Ino, as:: -x-r a•it :�e:wra:.a s ::a:eL i: .. -.ti_- / Nf Ec : --- :1: • _ s ire ..r. eieti-M%--al CsaM ti e^:,a:::- 'Jr; a^•. .:�a:: :e: as.�et:�[h �. -2,;..-t W e��t ..- :�e- CBC ' ti ai.� : : BCP t C;- ,..,t:r:l s re tiL wd C*n .It _ reas •_ -. ! ._s ::':er .4}IKt N(ECGI— ....♦.•.et: �F!'f i;`�Z�1 � L''fe ►�C: -Y .'A':i'.• <�:'•�— sCt.�`t"S �'.`�t:1lfe's BUP SIEC � L'C l� :c•.ir�ti1's A�Z►fian� �er> �, Fare re 3 : DESIGN LOADS 98-12 BLP . � :1: . - : ': . . S'•'• B<<`••s ENERGYNOTES L:.tt.�.:s �-�.-�- F:,Y PSF �(EC . - RXl` PS S" .� BUP .'x.: :1: . - - . ': ' . �',�, 3;--,u . . . P_F C . . . . . ._:� e Referrf�>c ;�y. Stut :f Orel. , S:fu.-rua S eL.i~ti C •nL L,:%&z is \iPH- EXPOSt_RE B Bl_-P :v 1: , - ': c' 3�-y�� s _ - _ .ti a L Bc chwer E 3^.. .:�z LBC ZONA = Z = : _ I = : :. C = : R•.h _ _ ME ._ �i; urttu use :'x Pre-s.:.: r CocruurI.a ze Pa:.. T a:�e i:.� Bray.:_a P-:-,-c:-e = PSF :�e- F,-.:,,e- Ga,:t,.__.a -e;�,-. ::a:e�: Sre Ina:atk`r \cq e's :n. a �.Zrt r a�.s i ti E-x-,-\ \,net c c st±t+e'i Ds )_tee ._ _ :': _0% =t = Fuei for aur. ar*: sme !xu:-rg :s `az----a: Gas - -_ - E- p LESIBIL:TY STR:3 a. 2- Lo -- - - - - _ T!t t �A - _ _ G - L �• - - - - 25 Ge G UN 0 CDL1 1i 6 $ __ I mow* a�. �s.4.t�,N .4,O,d,R ;t, �t� n'.�a D agq�7 � + 1 !, . � .».- ;x ��r•nlrro+�+�•,m•rearu�• _wMw .. �•71�•*MI•+Inwwrrxa••• Mrn.y , .:...�,,. ..: ., •-•..._»--...-w....,s. ..: ... .. .e+w+a..w s.n...e,<. • .-- .,.. _- . .,.. ar. �TI�'�MN�•�r"�+' f T I I I —---- -- _ \1 r Ar t%" LEAF , -2" O O w O BETWEEN 30 ALL WINDOWS THIS WALL 11'-11" 4" 7 �+ e- O HANDPAIL 14 29 _ - fi'-10" (ALI. WINDOWS THIS WALL) "� - cl) 100 ---- & WALL 13 28 I 15'_4' - -- - - - -- - — -------- - `� W 01 27 - -- � 2x4 SCREEN WALL — �'' "_ 12 _ �_ = i� 3'-4" 8'-8" 3'-4' 2O DECK 2x4 SCREEN WALL �j l 2 1 I - AT CENTERLINE '� AT CENTERLINE 11 `6 1'-10' z'-6" 2'-s' 1'-10' Ips, 15'-a" PATIO TOP OF LOW •- � � WALL A T -+36"-p 10 L .1 25 o II --* I -- - --- o0 24 v� I 2-0 510 SN ?.-0 510 SH ig" I 2'-7" 4'-OlA 4'-OV2" _ 4'-8" I `v ;� � I +� --- o n 23 u W I 3-0 5+0 SH I OVERHANG - I------+------ 12 � 15'-4„ I „ DIA 7 — I 1+ N 22 o — — I _i- `° I- Z HARDWOOp _ _ o I I 2'-3Y4" 6'-1Yz"_ 6'-11 Y4" I 0 W 0 HANDRAIL 6 n 21 ~a Q I 1 1 1-6 5L01F 6-0 6 10 SG_ 1 3-0 4r0 SH W ;�, _ 20 I , M . . — 77 -- Z A 1 .34" 5,- a TYPICAL 4 `t p 19 v i R-25 INSUL. IN FLOOR' ? _ _ _ _ _ •L•__ - Q Z 3 I M �' 88/: 18 - FURR CLG. TO + ' I o 2x4 WALL I LL vp N - 17 `d 1 +7'-6 FOR 1 04 m = O 2 FLUE RUN I Z = Q M U 15 16 / 0 J t �; 36" WIDE FACTORY- j o BUILT GAS LOG DIRECT L -�. 0 ; = BEDROOM I ,, i o VENT FIREPLACE d I i a' ao I 00 � I CARRY PARTYWALLL I o, W W � RISERS I FURNACE FLUE I iti GWB THRU FURRING 2-6 INSUL MTL , v) `'� N G TYPICAL 1 HR. RATED AT 71', 7C'l I --9;/2"1 ' I SELF-CLOSING I Q W I I - 8'-4aHC ' v I FURR DOWN FOR � J 0 FURN. FLUE I �4IDUCT RUNS. ` -� N 2xF WALL �� r, o ------ ----------- FUR1V Lj = I MAX. RISER = 8" i I CLG Wl rn 17", 04 9 z S & P i I Z OD BATOSET I w R 3-0 BIFOLD - / SUPPLY 3-0 BIFOLD oo w FLAT "ARCH' AT +8' I p J / DN CARRY PARTYWALL AIR INi �JV1 GWB THRU FURRING RCH � ! 3'-t1Y" ZBASEMENT TO FIRST TO TYPICAL 1n a DINING _ STORAGEF!RST FLUOR SECOND FLOOR 6pTUB 1NG� � o I I o ` "� I I I 11'-6Y" -- M ( R-251NSUL I M M. BATH _ GARAGE UNDER c� STAIRS"�- CO 2 4 HCW = � w ` INSULATE ~ I 0o PROVIDE LOCK v I 12" COUNTER AT MM =C I WALL ABOVE 4 y V� STAIR PLANS I AT TOP DRAWER N r. OF DRAWER BANK 17" t3 -9' I I I STAIRS (-U4 ■ 1 /4"= 1 '- 0" ,n 12x6 WALL UNDER --- ca I TP 4 -- ------ - C �. .. r- - - D5 I I v I �''�,� 8'-4Y2" 3'-5Y2" 3'-6" mcZ DW I I sI W Q I _ 7 _05,, -- 3 I I I FLAT "ARCH" AT +8' U � Z I _ Q3 i I I KITCHEN I C14 i 7 0 1 I C I � 0 � � I I �J 2-6 INS MTL 1 IIL D5 �' o. I oo MW I I --�� I R RATE J I ' 4- Ad I I ,q O = SEI F-CLOS c. LL --- v MASTER I N ( m I PEDESTAL —�nY BEDROOM 'D I I I LAV. �� N 8'-6 IC' 1 v w I 2'-6" 112--6" -6 22 i P. —�---- 3-0 1-6 F a f ' .-101. I f '�f H H •• OVER DOOR 1 c�11 �, co I a I• D4 a - LI. .. - ----�- - - �- I 8-0 7�0 SOHO 15 I - - - --- _44- - Q -0 ' I' N I I-------L- ----06-J 3-0 5T0 SH I 2-0.5-0 SH 3-0 5-0 F2-0 5-0•SH OIL- S'_8" 2-0 5 0 SH I 2-0 5-0 Sill u; 12'-0" -1O'D 2'--6" L 2'-6' -10" -11Yz 2'-8Yz" - ---- - 1 -� 8 -8" --�f— 4,-8„ I- I 8'-0" (ALL WINDOWS THIS WALL) I J �` _ �1 c TRELLIS - 7'-4" (ALL WINDOWS THIS WALL) 3,-9Y2. 2Y+ IM-M Z W a M[�II4 THIRD FLOOR PLAN QJIMUT o SECOND FLOOR PLANMOVo U FIRST FLOOR PLAN w 1 /4"= 1 -O' __ > J c z &,J L1J ■ N O T E S _ _ Q ~ FRAMING: 2x6's AT 16" OC EXTERIOR WALLS PROVIDE_ WATER RESISTANT GYPSUM WALLBOARD INSULATION .J J U 2x4's AT 16" OC INTERIOR WALLS UNDER TUB AND SHOWER ENCLOSURE MA'i'ERIAI_S O (� UNLESS NOTED OTHERWISE. TO A HEIGHT OF 70" MINIMUM ABOVE THE WALLS: FIBERGLASS BATTS OR BLANKETS Z DRAIN INLET. 2x6 WALLS - R21 z •••••°••••••••••. R-21 BATT INSULATION WALLS AGAINST ATTIC SPACES SUCH WINDOW HEADER HEIGHT IS 6'-10" ABOVE FIN. FLR. NO PLUMBING SHALL BE LOCATED IN THE 1" AIR AS AT CATHEDRAL CEILINGS - R21 C/7 SPACE IN THE PARTY WALLS. } CONCEALED SPACES SHALL BE FIRESTOPPED FLOORS OVER CRAWL SPACES AND AT � IN BOTH DIRECTIONS AT 10'-0" ON CENTER ALL BEDROOM DOORS, AND BATHROOM DOORS SECOND FLOOR OVER GARAGE AND OTHER AND AT FLOORS. TYFIC,kL. IN BATHROOMS WITH AN OCCUPANCY VENTILATION UNHEATED AREAS - P25 d ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING FAN SHALL BE UNDERCUT A MINIMUM OF 3/4" ATTICS: BOTH FLAT AND SCISSORS ABOVE THE ADJACENT FLOOR COVERING. ROOMS SHALL HAVE A MINIMUM NET CLEAR TRUSSES - R38 OPENING OF 5.7 SQUARE FEET. THE MINIMUM THE FRONT DOOR SHALL BE OPENABLE FROM THE CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". INSIDE WITHOUT THE USE OF A KEY OR ANY VAULTED CEILINGS AT STICK FRAMING - R30 Ooe r1o. MINIMUM CLEAR OPENING WIDTH DIMENSION SHALL SPECIAL KNOWLEDGE OR EFFORT. IT MAY BE BE 20". SILL HEIGHT SHALL BE NOT MORE THAN PROVIDED WITH A NIGHT LATCH, DEAD BOLT OR DOORS: MAIN ENTRY U=0.54 98_�� 44" ABOVE THE FLOOR. SECURITY CHAIN, PROVIDED SUCH DEVICES ARE ALL OTHERS U=0.20 v OPENABLE FROM THE INSIDE WITHOUT THE USE OF A ALL GLAZING SHALL CONFORM TO THE '94 UBC, KEY OR TOOL AND MOUNTED NOT TO EXCEED WINDOWS: ALPINE WINDOWS CHAPTER 24, SEC. 2406, SAFETY GLAZING 48" ABOVE THE FINISHED FLOOR. TYPE (VINYL) MODEL U GLAZING IN ALL DOORS SHALL BE SAFETY GLAZED SLIDING 280 - LoE 0.39 AND ALL GLAZING WITHIN A 24" ARC OF EITHER THE FIREPLACE SHALL BE LISTED BY UL OR FM AND FIXED 780 - LoE 0.36 VERTICAL EDGE SHALL BE SAFETY GLAZED. SHALL BE INSTALLED IN ACCORDANCE WITH THAT SINGLE HUNG 580 - LoE 0.39 LISTING. SLIDING GLASS DOOR 180 - LoE 0.37 PROVIDE "" (MIN.) GlrSUM SHEATHING ON WALLS ALUMINUM SKYLIGHT 950 - LoE 0.50 BENEATH TUB RIM TO SATISFY FIRE REQUIREMENTS 14100 SW Barrows Rd. AT PARTYWALL CONDITION, BUP1999-00174 2 of 39 N SHEET ORDER- S U F R E D r d" cm ID IIII�IIIIIIIIIiIIIIIIIIlII111IIIIlIIII!Illlllllllllir"'111111!illlllllllllllll llll 11 lll!Ilillll l 1 I',III,Il!IIIIIII!!IIIIIIIIII! !III jilt;-I I' 11111111 Y LEGIBILITY STRIP O 2 3 4 5 6 7 8 9 110 11 I9 I",a 14 i ID ly 18 19 20 21 22 -3 24 25 26 217 28 29 3'0 IOmn.l�m el 01 L .fi b H011 70L 1 t��1 t >1�l�LiJ��J ll�l�1�1�11�1 i l I 1 � �� 111 � llll 1 l� l oz1i1.>,.1l C D 0118 m OWN wtv imp 0.1a ~�� .� . - •yrM,w+.rn.,�,�,�. "y1e�n p�pA� .. - .. ., I ml 1, 0T,T...n'Tn'^•yrn.�wtw.^n'h�YR�M�'"V,M11N�iw."1�Mr'+sMMn+wM�.,a„w1••nrnAlW.y�rMWy1M!11�+1+{�ry,�,1- l.flMN1h: .,gyhw�.�„+"Mr....r+.+!t.11++1YlMr.�'M1,V+►40wy.r.+•..r,".wwMMry+fMY,nwn1'^gkw,...wrMq„Y7F.M'�rp+A.,M mallom- u I ;i oe I 4xi0 FB ACE6 U 2 I � 1' :'x4 RAFTERS II AT 24" OC D4, r7I - O I+n D6, r. r MST48 (P1-46) P1 , I i 4x8 CONTINUOUS HEADER- II 4x8 pR 4x8 rIDRI d 00 --- a - W 01 MS748 I HDSA 2x4 RAFTERS (' -48) G2-48 ' (cl-a AT 24" OC o (P1-F,8) I �I � o , ) a � c -� r. ; PROVIDE THESE POSTS ONLYU3� ma o Z WHEN THERE S A ROOF of O GIRDER TRUSS HERE - C) W SEE W � 1 (I SEE BUILDING ROOF FRAMING {\I1-4 ) I , __� PLANS. Al z } G2-4 - I 1(P1-48) J - ; I (n (2) MST48 MST37m ACROSS FURN. C J M r- � (2) MST48-� TOP HD14A as L 3Yz"x11'ib' HD PLATES -P_L-3 11'/s" HDR DROP 5Yz" W s n W IW 1 V) to P1-6B} I✓ r Ln W - —j U) Q W WZ � m � FIXTURES = / Q 0 ABO STAIR STAIR W •- DUCTWORK FRMG. --- +— J PLUMBING WALL IN FLOOR / FRAMING AC ACROSS Z - - TOP .PSB 3142"x l-I 74' 4DR Q : PL TES _ PSL,,, 3'/_'x11%^ HDR_ _ - -- - � -- - _ - - -— �'.�-�- (4J 15 � DROPPED c,j^^ FACE OF j V FA,-':L- OF L I IL2ZJi BEAM BEAM Lr 9'-4 z �------------ ---- O � ---`� -------- -r?II---- 131 � � — rI ------------ �I � PLATE o� PROVIDE THESE POSTS ONLY ,._ 6 � r�DUCTWORK . mWHEN THERE IS A ROOF D6 I IN FLOOR 01 GIRDER TRUSS HERE i SEE BUILDING ROOF FRAMING = PLANS. G1-7 o c = J 'r' C ) -- mc OCL m I + Z CIO 00 ,� i� 100 J CV i"—-'N8x27 STtELI �-413, -'-OLUMN' - -- Z � 3 3 MST60 * -PSL 3Yz'x1>>/e" HDR i BELOW THE Ln �--- •�•w•!- I w ( DE(- T I' WALL ABOVE 7-CS18PI-38) MST60 , wrRELUS: 4x10 HDR B � � 2x8 AT 8" OC p r c 6x6 POSTS#' I w i I Q I UNLIT o THIRD FLOOR UPROOT NO THIRD LEVEL U62l 1 /4' - °' SHEAR WALLS ' /4"= 1 '-0" FRAMING PLAN URN AND SECOND FLOOR SHEAR WALLS O SECOND LEVEL , , 4"= , '—o' FRAMING PLAN z AND FIRST FLOOR SHEAR WAI Q L w w L Lm 5;a'-a EAR WALL NOTES FLOOR FRAMING NOTES U v SF STRUCTURAL FASCIA U 7 :HEAR WALL TYPE - SEE D1 FOR NAILING INDICATES DOUBLE STUC_ AT PANEL EDGES. F5 FLUSH BEAM ? 0 SIMPSON HOLDOWN TYPE - SEE D1 HDR HEADER O ATTIC INSULA �� X FOR SCHEDULE. � F" - ^- TO_F_PLATE GT GIRDER TRUSS 13RETURN AI (X) MST--- SIMPSON STRAP TIE TYPE - SEE 01 ---� Z II � 9 4 INSUL. D4 INSUL. �- FOR TRASCHEDUL _ER LOCATION NUMBER OF GLB GLU-LAMINATED BEAM O (� D6 10 4 _ -00 �X NUMBER Of STUDS IN MULTIPLE GANGED POST � F_ ■ WHERE SHEAR WALLS REQUIRE PLYWOOD, IT SHALL BE V D4 DS HANGERS IND,CATED ARE SIMPSON STRONG-TIE � APPLIED TO SIDE OF STUD WALL SHOWN AND SHALL 2co 0 SCREEN CONTINUE ABOVE AND BENEATH OPENINGS. = - - FLOOR FRAMING IS 11-7/8^ TJI/250 PRO ® 16" 01-- UNLESS Nr-TEDr 13� '13 6 06 WALL }' 7 L-- / SOME PLYWOOD SHEAR WALLS MAY REQUIRE DOUBLE 9 D5 D5 D6 12 y 2x STUDS. SEE SHEAR WALL TABLE SHEET D1. FLOOR SHEATHING SHALL BE 3/4" T&r-, STFrUCTURAL 02 0 i I INTERIOR WITH EXTERIOR GLUE 5 PLY DOIIGI AS FIR PLYWOOD, RRR INSUL — `X X-p OF SIMPSON A35 CLIPS EVENLY SPACED. PANEL SPAN RATING (32/16) PER USC 1994 TABLE 23-1-S-1• 14 LIVING FOR NAILING SEE STRUCTURAL NOTES SHEET D1 "PPn,�TED ON DOUBLE I D4 , ALI- BEAMS AND HEADERS SHOWN SHALL BE .,_ INSUL:' STUDS UNLESS NOTED 'PRWISE PROVIDE 3 BUNDLED STUDS JOB tic). 5 I 5 6 UNDER BEAMS GREATER Ir H;J 6" WIDE AND 2 BUNDLED D Da 7 98-12 STUDS UNDER BEAMS LESS THAN 6" WIDE FACE NAZI- 714 I I BARuE I BUNDLED STUDS TOGETHE WITH (2) i6d AT I-'" O.C. TYPICAL. INSUL Q' RETU AIR SEE SHEET D2 FOP. TYPICAL WOOD FRAMING DETAILS. rm6m L 03 ��CU OVU V 14100 SW Barrows Rd. 8UP1999-00174 a m /8" _ 11-011 3 o1 39 ra SHEET ORDER: S IJ F R E D �K GiBILITY STRIP O 2 3 a 5 6 7 8 9 10 11 12 13 14 16 17 16 19 20 21 22 23 24 25 26 27 28 29 30 01 �_J HON I • IOa .1� lau U I I [ 1J J 1 u t U �I I l I 0L lt.... .. .. - +.wit4++wr•*.,e•-r..-1.•+.«r.wewiw�•'-"°""r.M" 5wrw�w .r.. awm « MF•w'„'°' ,. . ... _. S.. «w•. r�41�a/w181�M\M,NI�.•^ w' e1NMMMI�T!!R•WMr,w, .. ...... ��rrawMp?k,^*r.•f •�•Ar'+'wa.�!wr..r+.r_.......,.. .,..:n.•.•«..,•w:^...•.,nl*r,•q++,rMM.+•-.a.. .w+ne.r•a+ni•+^rnw..Mr+•Mr �rw,.n..rwe^r...w.e�,or+fw..urs•m.+.•.n.....,.A+wpi.rlww.�hw.wFaw^n.My+•:IWnher'M,M•+A'A NO 1*0 • M1r x; C 0 0 O 0 00 -T_�— — ------ -- ---—-....- 4 tl h ' I V) 1 ' Z W TV f--- - - ---� - - - - LZ - �; - I z m x II I TO I I N J Idr FIREPLACE :: BEDROOM 2 I I I I W 2 I �— � I -f)- o _ LIVING ,� ��"' - w w in V) � � > j I c N w .. DUCI RUNS I AIR TURN I FURN CE FLUE IE n r S D WHF _ IN CEILING I � Q� J �l _ Q wN VTR I 1 1 F Z r m `. BATH ---------------r- VT v I 1 � RETURN -J' - ----- ---- --- ~SUPPLY \ AIR HIGH r I AIR IN ®S.0 11 I O J �— 0 39" I .� I ARCH I I Z � SD - I _ �` I � � I I I I j - _ D I N T r�GS.D. I GFI I W SD M. BAT ' STACK I o — - tERMOS TAT(T TEL. & SWITCH I /� O. ■ Lei - T -- ---- --� ---- I ` I � VTR +39" I - ---- - Z I �' Imc ,pyDn , 1 I I GARAGE �44" 7 1 _ -_ DW I I PREWIRE LOW AT \ +4 I VOLTAGE WIRE 1 TEl I _ FOR GARAGE II CEILING I 3 DOOR OPENER \� 1--- F— 1 � & ELEC. EYES � � � � I `��' � a A Z o - I M \` I KITCHEP�( � EN Y � I � � \ � `250 W MASTER BEDROO ;+4 — I PB ELECTRIC '==� Pi� ASEeoaR I E 4 I-Al i TY I I TO - I I I PHOTOCELL �L------- -- -- -- - --- J TO PHOTOCELL SECOND FLOOR >-- ELECTRICAL PLAN I z uii URNBASEMENT uJ FIRST FLOOR i 4 i o i /n•.,= .1 .,._0., O _ _ ELECTRICAL PLAN C� J ELECTRICAL PLAN U V J u z 0 v) ELECTRICAL LEGEND cn > - ,ENERAL NOTE __ r1 iEE �� `� VENTILATION NOTES � �� Q I;P� DUPLEX RECEPTACLE OUTLET DIRECTIONAL INCANDESCENT HEAT LAMP, EXHAUST FAN RECESSED HEAT LAMP - THIS ELECTRICAL. PLAN IS THE ARCHITECTS MANUAL SNITCHES FOR OCCUPANCY VENILA,i0 f4 FAN VENTILATION: SEE NOTES ON COVER SHEET. O c) CEILING MOUNTED LIGHT COMBINATION RECESSED CEILING NUTONE 9410H, 250W LAMP SUGGESTED LAYOUT, THE ELECTRICAL CONTRACT SHALL BE CLEARLY LABELED "VENTILATION". 4!* DUPLEX RECEPTACLE OUTLET FIXTURE - NUTONE 9417D CEILING FIXTURE IS ON A DESIGN-BUILD BASIS. ELECTRICAL ALL EXHAUST DUCTS SHALL BE RIGID METAL, S,PUT WIRED (SWITCH TOP HALF) INCANDESCENT CEILING 250W LAMP, 70 CFM 0 0.25" WG, CONTRACTOR'S DESIGN SHALL BE AP,''ROVED BY WATER HEATERS SHALL BE ANCHORED OR AND SHALL BE FITTED WITH A TIGHT FITTING ( 1 ■ MOUNTED LIGHT 4" ROUND DUCT. METER CENTER THE OWNEP AND SHALL CONFORM '1_0 THE STRAPPED TO RESIST EARTHQUAKE MOTION BACKDRAFT DAMPER CAPABLE OF CLOSING WHEN SINGLE RECEPTACLE OJTLET APPLICABLE ELECTRIC CODE REGARDLESS Cf THE FAN IS NOT IN USE. cf) !� 208v (R. RANGE, D DRYER) UINCAND,"SCENT RECESSED RECESSED ;EILING EXHAUST FAN =-7:1ELECTRICAL PANEL WHAT IS SHOWN ON THIS DRAWING. PROVIDE GFCI PROTECTED OUTLETS IN THETj I } CEILING LIGHT; IC RATED NUTONE QT80, 80 CFM, '.5 SONES, FOLLOWING LOCATIONS: EXHAUST DUCTS (EXCEPT FOR KITCHEN RANGE QJ ,""N^TION BOX 4" ROUND DUCT TO THERMOSTAT METER CENTER LOCATIONS SHALL BE GARAGE VENTILATION) IN UNCONDITIONED SPACES INCLUDING INCANDESCENT WALL COORDINATED WITH THE ARCHITE;T. BATHROOMS ATTICS SHALL BE INSULATED TO A MINIMUM OF R--4. d TEL• ICLEPHONE JACK r MOUNTED LIGHT RECESSED CEILING (9 SMOKE DETECTOR EXTERIOR a' w. ••w i WHOLE HOUSE EXHAUST FAN WITH BATTERY BACKUP ALL SWITCHES, OUTLETS AND ENVIRONMENTAL NON-DEDICATED OUTLETS ABOVE THE TOP FLOOR EXHAUST FANS SHALL VENT THFOUGH ROOF TVG' TELEVISION JACK (�—� DOUBLE TUBE FLUORESCENT NUTONE QT80, 80 CFM MAX., CONTROLS SHALL BE MOUNTED NOT LESS THAN COUNTERTCP WITHIN 6' OF THE CEILING MOUNTED LIGHT 1.5 SONES, 4" ROUND DUCT (p 24 HR CLOCK TIMER - 15" NOR MORE THAN 48" ABOVE FINISHED FLOOR. KITCHEN SINX DRYER EXHAUST DUCT SHALL BE 4" RIGID METAL WITH SINGLE POLE SWITCH AUTOMATIC A 4" OPENING ON THE EXHAUST HOOD. THE DRYERS JOB ,40. MICROWAVE OVEN/RANGE HOOD a RECESSED CEILING OUTLETS, SWITCHES, TELEPHONE AND TV, ETC. PROVIDE AT LEAST 2 SEPARATE 20 AMP SHALL BE GENERAL ELECTRIC &M $� THREE *AS SWITCH LMwJ COMPINATION - GE JVM150 lHr 2 WHOLE HOUSE EXHAUST FAN V.9NDOW WITH OUTDOOR BOXES IN PARTY WALLS OF ONE UNIT SHALL BE CIRCUITS TO KI'"CHEN APPLIANCES. 98-12 OR EQUAL, 240 CFM VERTIC-'.L, NUTONE OT90, 90 CFM MAX., AIR INLET IN DIFFERENT STUD SPACES THAN THOSE IN ENERGY N U TE ':�) 260 CFM HORIZONTAL 1.5 SONES, 4" ROUND DUCT THE ADJACENT UNIT, NO TWO ADJACENT UNITS PROVIDE AT LEAST ONE SEPARATE 20 SHALL HAVE SUCH BOXES IN THE SAME STUD SPACE. AMP CIRCUIT TO LAUNDRY APPLIANCES. SEE ENERGY NOTES ON SHEET D4. RECESSED LIGHT FIXTURES IN INSULATED SPACES HUT AND COLD WATER HEATER PIPES IN MUST BE IC RATED. UNCONDITIONED SPACES SHALL BE INSULATED WITH R-3 INSULATION WHICH HAS A FLAME SPREAD OF 25 OR LESS WATER HEATER SHALL BE FUELED BY NATUPAL GAS 14100 SW Barrows Rd. m SUP1999.00174 H 4 of 39 )HEET ORDER: S U F RED r. CrT1 I IIII Ilii lilt IIII IIu IIII IIII IIIIJrllll IIII IIII 1111 IIII 'ullllll Illlllili IIII !IIIIIIIIIIIIIIIIII VIII � � LEGIBILITY STRIP O 1 2 3 4 5 6 7 8 Ipmm.t cm 9 IO I I 12 13 14 16 17 18 I 119 i 20 I 21 i 212 i 23 I 214 I 215 216 27 2e 29 I ars :9 J 25 *X C D P'.L! �,1 !111111�1�1 ou w1 1Jl�1�l�lJlll l!�1� 1� l�lll�l I I oz a. _ . _ ....... 1lIrteIP 1'Ay�Mr'NM'I•Y1MMMwifM lM ,yl�MIA.F4 .. .. ..a.f*r+row.'AyM�w,'W+`n ..,^.f.YFMw'.M.Hwrrn+•:.a-- yy/kn,WNM�1},M .� 1 �l• '^'• werM .p!NAIR �� b•+v.s.m..rx.w..s.+.. r 14'-10Th" - ---- - ---- _ -- - - - ---- - _ —I--- 12,_2,. — 9•_4'• DECK I EDGE OF �— _ �' - * -- --- DECK ABOVE `-4 PATIO 3'-10" 2'-3" 3'-10'. 4'_7'• 4,-11" 21'--6" `,1' C 1n --- - _ OVERHANG IS 18" ' -- I —1---- -6 — o O I 2 10 5'-8V" 7'-6 3'-3" 26V2 CO WHEN AD 1 CENT UNIT I — ,� -- �c 8'-9 I 7'-3Y2" 3'-3" I ''-2 "' T 0 AT SAM LEVEL THIS LOW ROOF IS 3" HIGHER I-6 510 ;H 1-6 5-0 SH WHF`I UNi1 D 3--0 510 SH — I 3-0 5�O SH I I 3 UI4-0 SH I m U W -=N' _ 1001 IS LOWER THAN _ -- 3--U 5-0 SH U o1 I ADJACENT UNIT o 6-C 6-10 0 - 1 0 �� SGD I ... •j 6-0 4L0 I = _ — L _. _ --- - I `I4 rn = / z 16 CD I _ - -c„ `^ 6' 10" THIS ROOM EDGE OF -- --- . . . • V D4 WALL ABOVE -� cJ -—-o /� c / M// 6'-10" THIS ROOMI o NOOK �I `o / / i I 1 P NTR I am �' �� j/ Z w D TORA BEDROOM 2 q _ I Iz!J FAMILY I I ' �/� Z W h I `-1 _ 1 - 1 3 0 HM / SOFFIT T0. I BEDROOM 3 _ p - - _ I �- Z 7 I 1 D4 III IJ I 2'-7" -il' O a o III DW I ) m 14 V' 14V2" c' i I I I I ,� /?r L & / I N _ Q 1 .' 5' -7" -8" 15" -7Th" / I ` s 3 1734" _ in 11 I ELEC FURN > f U / z x 5'-6V." RETURN AIR — ?I KITCH. 1 — 17Y,' 'D �_T RN AIR tn �� \ - 1 1• I I ° METERS P. ; a l (, I in O + -6 5 (1 ( 10Th" I ° 1- 3-0 .SH 8Y. O I u^I I I 3 0 HM x I W —� v W { I V n FLUE 'DN LOW WALL 4 HCW \ FLUE U ca N / o AT 36" AFF a UP I ?'-8" 2' -9" v + re h -0 SHELI c v \ ,/ ; 6_-10" D - 2-6 Blf LO I�/ RBF UP 3 7Vz I J /� IAT LAN[IU1J A504 H = z ENTRY = _ o ENTRY i� c _L_. METE? ROOM S M I� ,J � . v t- - OCCURS AT ONE I Q r W IT L v _ `; oo z � ^ \ o J \ DN , �2'-10V2" 3'-3P5 3'-9" _ SIDE OF BLDG �11 za _ ►W- Z m !, -- I'N WASP ; 24• TB I -i rn � z — - lD \ u4 i �O(Y M Q O Lj 5' TUB &,� STOR. • SHOWER '' -- - -- - 0 — -- a :t CIA --- �__ 0 4'_ •' 15V" 4'-10" s DININ 4) WINDOW D5 yi' - --- 1 ars ----- ,. G I is - 4'_�" IF 6'-4Vi" 5-23'i" �_ SOFFIT 10 M I Z :EAT r, �+ \ I _.. +7'-0" A.F F. 1 �� "� +.36' A.F.F. Io r2V4 C� UNIT D2 3a., 76 �ONLY THE CHANGES FROM ' D56 -9U: IUNIT D ARE SHOWN. LIVING_ BATH , co 0 UNIT 0. 1,1 , lett I fIANI,E : { RI_+M (14 ` •.ARE ',HOWN rn GARAGE 1 36" WIDE FACTORY- 1 I CN MASTER _ I II BUILT GAS-LOG = t l - CEILING 2 LAYEPS -- mc BEDROOM a H( FIREPLACE WITH S EXTER.IOP, STAIRS AND WALLS 1 LAYER I u a B-VENT CHIMNEY I 9 RISERS AT 6" d" TYPE 'X' GWB �.�{ W.I.C. 1 ^ _ _--_ --.._-_ o, 8 TREADS AT 12" FIRETAPEp I W z Z ;n = n I Q EDGE OF ---= I S UP R-25 INSULATION I Q a o WALL BELOW FLUE Q w F tO M 8'-0" THIi ROOM I `C EDGE OF FLOOR IN HEATED FLOOR }� -�- ......... -+ V ........'....'.'.......E i cv r., ABOVE F— ,' ,� o -----�---- ---------- .. ........... ..........I. .. ---------- -------------------------------------------------- ----- R-25 IN UL IN FLOOR �� 3-6 5�-0 SH 3-6 5+-r 'SH 5-0 1--0 F OVER i �-- r4 - 5-0 H I I 1 5--0 6110 SGD - � SPRINKLERS `' _ J AT ONE END ?-0 5►0 SH -0 5 0 SH - OF BUILDING M 1 .1 2'-6Th' 2'-3" 4'-6" 2'-3" 4'-IDV, 3'-7Vi In --- — �'�`� ELEC. METERS q a 20'-0" `v AT OTHER ENDif ,�6 11'-?' �4 16-0 7 •O .,OHO J F— ` — -- --- -- --- -- _ DECK = - -- _- '01-011 p _p I N EDGE OF� NQ -4.. - DECK A�OvE---{ --------------- - 7'-4" (THIS FLOOR UNLESS NOTED) 4V4" 6'-5" 6' 6'-5" 4V4' 10'-9" _ --- 12'-11 V" _- 7'_0" - Y'. ---- -20'-0" F-10" (ALL WINDOWS THIS FLOOR) UROUCT D THIRD FLOOR PLAN UNU D SECOND FLOOR PLAN UU�O U D FIRST FLOOR PLAN 1 /4"-- 1 •-0" 1 /4'•_ 1 '— O.' � z LLJ ui a C ` j J U LTJ —--- - ------- a z ■ ■■■r N O T E S_ INSULATION_ co z U FRAMING: 2x6's AT 16" OC EXTERIOR WALLS PROVIDE WATER RESISTANT GYPSUM WALLBOARD WALLS FIBERGLASS BATTS UR BLANKETS � UC�j Q 4'-9V�• 5'-0' 2x4's AT 16" OC INTERIOR WAILS UNDER TUB AND SHOWER ENCLOSURE MATERIALS 2x6 WAILS - R21 _•J z I� 5'-0" 4'-8V' --_ -- - UNLESS NOTED OTHERWISE. TO A HEIGHT OF 70" MINIMUM ABOVE THE WALLS .AGAINST ATTIC SPACES SUCH 0 c H= ,,,,,.,,,,,,• TR. ® 1I�" I _ DRAIN INLET. AS AT CATHEDRAL CEILINGS - R21 I • ... ••••••••••••••••• R-21 BATT INSULATION � J WINDOW HEADER HEIGHT IS 6'-10" ABOVE FIN. FLR. NO PLUMBING SHALL BE _OCATEO IN THE ?" AIR SECOND FLOOR OVER GARAGE AND OTHER ~ SPACE IN THE PARTY WALLS. UNHEATED AREAS - R25 _ DN P `�' CONCEALED SPACES SHALL BE FIRESTOPPED ENTRY IN RUTH DIRECTIONS AT 10'-0" ON CENTER r } 8 9 10 11 1� 13 14 7 6 5 4 3 1 AND AT FLOORS. TYPICAL. ALL BEDROOM DOORS, AND BATHROOM DOORS ATTICS: BOTH FLAT AND SCISSORS ri IN BATHROOMS WITH AN OCCUP.4VCY VENTILATION TRUSSES - R38 M3 o 6 5 4 3 2 1 8 9-10 1 12 3 14 15 ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING FAN SHALL BE UNDERCUT A MINIMUM OF 3/4" ABOVE THE ADJACENT FLOOR COVERING. VAULTED CEILINGS AT STICK rRAMING - R30 IVVJJ 1 14 RISERS 9'-1Y2" UP `i' ROOMS SHALL HAVE A MINIMUM NET CLEAR 0- MAX.MAX. RISER 9" OPENING OF 5.7 SQUARE FEET. THE MINIMUM 2 CLEAR OPENING HEIGHT DIMENSION SHALL BF 24". THE FRONT DOOR SHALL BE OPENABLE FROM THE DOORS: MAIN ENTRY U=0.54 INSIDE WITHOUT THE USE OF A KEY OR ANY ALL OTHERS U=0.20 MINIMUM CLEAR OPENING WIDTH DIMENSION SHALL SPECIAL KNOWLEDGE OR EFFORT IT MAY BE " T.O W. OF LOW 3 5'- 10" 8V2" BE 20". SILL HEIGHT SHALL BE NOT MORE THAN 4'-9Th' S'-0" WALL 9 +36' 44" ABOVE THE FLOOR. PROVIDED WITH A NIGHT LATCH, CEAD BOI T OR WINDOWS: ALPINE WINDOWS JOB flo. F TR 0 10' WINDOW 7 TR. ® 10" SECURITY CHAIN, PROVIDED SUCH DEVICE RE TYPE (VINYL) MODEL U S AT OPENABLr' FROM THE INSIDE WITHOUT THL „SE OF A SLIDING 280 - LoE 0.39 98-12 ALL GLAZING SHALL CONFORM TO THE '94 I►BC KEY OR TOOL AND MOUNTED NOT TO EXCEED FIXED 780 - LoE 0.36 BASEMENT TO 11,12" DIA. HARDWOOD i.. E ,,,• 15 RISERS = 10'-0" CHAPTER 24, SEC. 2406, SAFETY GLAZING HANDRAIL 0 +34" TYP. MAX. RISER 8" 48" ABOVE THE FINISHED FLOOR. SINGLE HUNG 580 - LoE 0.39 FIRST FLOOR GLAZING IN ALL DOORS SHALL BE SAFETY GLAZED SLIDING GLASS DOOR 180 LoE 0.37 1V2" CLEAR BETWEEN FIRST FLOOR TO AND ALL GLAZING WITHIN A 24" ARC OF EITHER THE FIREPLACE SHALL BE LISTED BY UL OR FM AND ALUMINUM SKYLIGHT 950 - LoE 0.5C' HANDRAIL ,AND WALL SECOND FLOOR VERTICAL EDGE SHALL BE SAFETY GLAZED. SHALL BE INSTALLED IN ACCORDANCE WITH THAT PROVIDE W' (MIN.) GYPSUM SHEATHIN, ON WALLS LISTING, V�O D STAIR PLANS BENEATH TUB RIM TO SATISFY FIRE REQUIREMENTS AT PARTYWALL CONDITION. 141eUP1999-00174 Harrows Rd � 0 5 of 39 'r. `BHT ORDER: S U F R E D . C� LEGI6ILITY STRIP 0 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 19 19 20 21 22 �'3 24 2.5 26 27 28 29 30 Z I I I OI J HONI 0 1Oz � II ' I I QI r IQ __J•�k,�1.�1�1.�1�,1�J�.1.�L11�.111,1�1.�.1�,1�,1�1,�.1.1,11111.�1.�.1,�J.�"111,�1i11U.1.�1.�.i.�.1,1,.1�.1,.�,1.�J„�,l�l�-l�.1.�.1�.�.i•�,1i1.�,11.1�.�J.� - � r .... .. -. ... .r.'y,TMl,,,a'(.'M'F.�y�,gMIM.MMh'a'•NI�.iA' ""_'.—..-•K!'�iMiW`�TR .. _ rw'w►'+rw.yv.....w VIA..IA'.'MMy'�,,ywfpK •(.' vw...x..w.•lun�.! ..+.wr.rrw.+..r.+.+n� - ... , - - M�MMJMI�•�'11f•q.w11�"f'+w•wP•!f•'•..T.•Wt.'OMMNM•. Iw.,YNR•M•FgF'+•IFF9'.M'••.y•.....vnM�MOpM,v}•f..�y110'MNM1MIw -}N/.1q ... ... � .. .w.MwNnn../•gV.,�L,!. '. 'w...•+nll�hM1M•.R•1`.w•!'.M.�..!'IAI.M.f!F�11N"MV1wnuM+...!.'wM %e'ti �1•'�I•�.�R�'AMf•`'M$M'bRIIMO- - .l.IIl �f'•xtl��1�4!M.M!+YMMW!VV2�A.•k�� .. : I r D D U9 U5 4x4 POST TYP. 400 FB (CON1.) ACE4� ACE4 AC4 I 1 G ' I 1 ® Y ON Y . 00 P2-68 �, (F2-6B O F- - - - --- - I I . 4x�R 4x8 f IDR -+ ' O W 01 4x8 HDR 4x8 HDR I J 4x8 HDR I MST60 MS 60 I I L `-HD8A c__) ( ' t } sc V)---- _ ( rrr -' -- z I CI i M"148 ® z 1� cc 0 CL CL z F_- - — G� -- -- � ' - -- - HD5A I J-) Z W Z G1-4 / MW E ' - -� ~ r qN I - V) RETURN I cx ; FURN HDBA J {Q r 1-68 CS16 P1-68 CS16 AIR PI 48 - - v N ( 1-287 W r M5 T60 MS160 I r HDBA W ' Lj I MST48 ; HD5A 4x8 HDR -� (� �� DOWN LOW :4 P1-4B RET N DUCT SUPPLY > 1I OUT ® CLG W I r eN AT STAIR I (2) In 1JI FB I (2) TJI FB __.___.Y_____- 4_g HDR -+ /�---- n PSL 5V4111% HDR00 4 n LANDING •--*• - —___ _ - - -�•�• '� Q W 'd ~ AIR UP W Z '" m I 1 / ; ✓/ .. HD2A ::I INTO WALL o < O -•._-- . _ 2x8 ® 4x8 HD 4xA0 FB ® P 6B 1 _ -- 1_(2) TJI FB 4x6 POST �, O 16" O.0 —•-- -BUILT rUP o x6 - - Al WINDOW MST48 STUDS � : _ -•� __ - � 16" O.C. `. � P1-68 SEAT HEIGHT a __ _ _ _ -_ LANDING UP INTO O FRAMI -HAFT Z 4x8 FB � NG 4x8 FB _ � I 2x1:' ----�� S TRINGERS >----UP TOE INSPACEN TO 1 ■ � 'G.-4 -_ Pi-a � rI � MST48 mc co � M5760 M T6z0 CC98 W/ CCO8 W/ Q 3 90' STRAPS 90' STRAPS Q 3 K 48 POST ! -_• - - -- --- - ------- - 8Y.x16v�FB air F,: _.T � o I 4x8 HD 4x8 HUR 4x10 HDR P1-6B _`) - HD9A �p (n 1 ' M02AA-r1 00 x--�' - PSL 3� z 117/e HDR N. (2) LPC W I MOaAQ - HDBA (41 Q P2-48 L I MU D U D Q� THIRD FLOOR a 90 THIRD LEVEL D � D� SECOND LEVEL ' 'd — 1 CSHEA R WALLS FRAMING PLAN FRAMING PLAN 1 /4' =1 -O 1j4' - 1 - C1' AND SECOND FLOOR SHEAR WALLS AND FIRST FLOOR SHEAR AA 11. uj SHEAR WALL NOTES FLOOR FRAMING NOTES V Lm LLJ Q 12 12 SF STRUCTURAL FASCIA W IJ �l 'l` SHEAR WALL TYPE - SEF C11 FOR NAILING 1..1 � r, G11✓7 ) . INDICATES DOUBLE STUDS AT PANEL. EDGES. FB FLUSH BEAM S-� r~Jr V ATTIC INSULATION ZD ■ 10P PLATE_ ,� - X SIMPSON HOEDOWN TYPE - SEE D1 HDR HEADER z IJ = - '' 4 FOR SCHEDULE. J x INSUL. 9 INSUL. GT GIRDER TRUSS i 13 t0 D SIMPSON STRAP TIE TYPE - SEE D1 G Q m D4 7 �� (X) MSF--- FOR SCHEDULE. (X) = NUMBER OF GLB GLU-LAMINATED BEAM _j Z �� 114, STRAP TIES PER LOCATION (J 3RD FLOOR CLO. M. BATH BATH BEDRM 3 ''�' D6 NUMBER CF STUDS IN MULTIPLE GANGED POST L - -- WHERE SHEAR WAILS REQUIRE PLYWOOD, IT SHALL BE � F- APPLIED TO SIDE OF STUD WALL SHOWN AND SHALL HANGERS INDICATED ARE SIMPSON STRONG-TIE U 13 CONTINUE ABOVE AND BENEATH OPENINGS. (n , o D5 FLOOR F?AMINO' IS 11-7/8" T '1/250 PRO 0 16" O.C. UNLESS NOTED M3 r- } I 4 ,TOME PLYWOOD SHEAR WALLS MAY REQUIRE DOUBLE D5 2x STUDS. SEE SHEAR WALL TABLE SHEET D1. FLOOR SHEATHING SHALL BE 3/4" TdcG STRUCTURAL p2 qi 1 INTERIOR WITH EXTERIOR GLUE 5 FLY DOUGLAS FIR PL'vWOOD, 2ND FLOOR DINING KITCHEN NOOK D7 X=# OF SIMPSON A.35 CLIPS EVENLY SPACED PANEL SPAN RATING (32/i6) PER UBC 1994 TABLE 23-I-S-1 (L FOR NAILING SEE STRUCTURAL NOTES, ISHEET U1 c 5 INSUL 6 5 99 ALL BEAMS AND HEADERS SHOWN SHALL BE SUPPORTED ON DOUBLE D7, ` D7 D4 1 1 STUDS UNLESS NOTED CT1ERWISE PROVIDE 3 BUNDLED STUDS SpA r1t�. 8 UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED GARAGE D6 STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL n IST FLOOR BUNDLED STUDS TOGETHER WITH (2) 16d AT 12 C'.C. TYPICAL -1L i ID316 SEE SHEET D2 FOR TYPICAL WOOD FRAMING DETAILS 04 @100"u"900 m 9 14100 SW Barrows Rd. BUP1999.00174 p 6 of 39 C SHEET ORDER S U F RED lllli�lll111111�1111111�'yi1111II�t111111II�III1IIIII�IIItIiiIl�llllllili'lily;.II.uIIIiI!IIIm11111111 Illlliilil!!IjI lllllll�!1111111!�IIIIIIIIi111�I1111!II !I III LEGIBILITY STRIP O 1 2 3 4 5 6 7 8 9 10 I I 12 13 14 16 17 18 I9 210 211 22 213 24 25 26 27 2!8 29 30 ipmm.i cm IIIIIII'IIIIIII0I�!'''I III1I 110N1 • IOZ 1�.11! Oil 0 1 _ .. -a.-rm�xm A.rtYMp�. !.1. .yr,1�11.Np1!,M�M.�.a�aL'M^�e"J'+M`«1d. - _ - rNeW'fFMea=Ff� •!rNAq"':,..-+r..ryiy,,�yliNll,lIrTr,gi+..M..w+r+aM.•WMIN•.reMMM'p'.. .tip-,++wagwMW,r Y'�R� .. x,. R iii � -i t r I I I I I - o100 DECKI PATI© O 0 00 LAJ 0) I-- -- -- - --- f � z I j N OAK Z W i----- +a�' i . TORAH ~ z BEDROOM 3 R I STORAGE I — BEDROOM 2 I FAMILY I O z m V) M I � J I Q r H TOP HALE - _ 0 _�� `` * t W P. ry I I i.1 ITCHEN i �) ; , — I I —� Lj W In O S D O TEL �/ +441 T 39� I j W � It I� L - — I +3 S DW ! � � , , � I � � I � B A E Y 7 � ® � T � S.D. WASHER �R ' STACK I r l J VTR I �' THERMOSTAT L•L. o I & SWITCHES I r 1 I Z U 14 w4F - Q - ---- I I DR YEF -- / I 1 --- I TO � ' DINING I TE� I '1 / P T�,, / c - --- - is if, r,A:.F S.D W tD - — v rs? o, �� GA AGE —_ 4 o =7 i] DUCTS IN 1 �- M. BATH �- FLOOR O' TV LI\/ N G CV v) MASTER 4 j j 0 Jmc BEDROOM i -- (Z 0- AT I PREWIRE LOW � CEILING } 3 3 VOLTAGE WIRE rl I Q ~ Q _ CLOS. / FOR GARAGE r1 j � p DOOR OPENER / U 0 & ELEC EYES!' I - — ---------------- 2 — —i DECK TO PHOTOCELL I I I �J IO4 SECOND FLOOR FIRST FLOOR URAOCT D BASEMENT r- ELECTRICAL PLAN ELECTRICAI . PLAN ELECTRICAL PLAN L � � w w z J LJ ( I cf) 5 Fi � er I IJ ELECTRICAL LEGENDGENE RAL NOTES VENTILATION NOTES ~ THIS ELECTRICAL PLAN IS THE ARCHITECT'S MANUAL SWITCHES FOR OCCUPANCY VENILATION FAN VENTILATION. SEE NOTES ON COVER SHEET .� Z DUPLEX RECEPTACLE OUTLET DIRECTIONAL INCANDESCENT HEAT LAMP, EXHAUST FAN Y RECESSED HEAT LAMP - SUGGESTED LAYOUT. THE ELECTRICAL CONTRACT SHALL BE CLEARLY LABELED "VENTILATION". '�) ►_ CEILING MOUNTED LIGHT COMBINATION RECESSED CEILING0°'r�° NUTONE 9410H, 250W LAMP IS ON A DESIGN-BUILD BASIS. ELECTRICAL ALL EXHAUST DUCTS SHALL BE RIGID METAL, r� L% DUPLEX RECEPTACLE OUTLET FIXTURE - NUTONE 9417D CEILING FIXTURE CONTRACTOR'S DESIGN SHALL BE APPROVED BY WATER HEATERS SHALL BE ANCHORED OR AND SHALL BE FITTED WITH A TIGHT FITTING = F-- SPLIT WIRED (SWITCH TOP HALF) INCANDESCENT CEILING 250W LAMP, 70 CFM ® 0.25" WG, THE OWNER AND SHALL CONFORM TO THE STRAPPED TO RESIST EARTHQUAKE MOTION. BACKDRAFT DAMPER CAPABLE OF CLOSING WHEN Z 1 MOUNTED LIGHT 4" ROUND DUCT. METER CENTER APPLICABLE ELECTRIC CODE REGARDLESS OF THE FAN IS NOT IN USE 'n SINGLE RECEPTACLE OUTLET WHAT IS SHOWN ON THIS DRAWING. PROVIDE GFCI PROTECTED OUTLETS IN THE �J 208v (R RANGE, D: DRYER) INCANDESCENT RECESSED © RECESSED CEILING EXHAUST FAN ELECTRICAL PANEL FOLLOWING LOCATIONS: EXHAUST DUCTS (EXCEPT FOR KITCHEN RANGE a- _ CEILING LIGHT; IC RATED NUTONE CT80, 80 CFM, 1 5 SONES, � METER CENTER LOCATIONS SHALL BE GARAGE VENTILATION) IN UNCONDITIONED SPACL'- INCLUDING Q �.I� (UNCTION BOX 4" ROUND DUCT �'J THERMOSTAT COORDINATED WITH THE ARCHITECT. BATHROOMS ATTICS SHALL BE INSULATED TO A MINIMUM OF R-4 INCANDESCENT WALL EXTERIOR Q. TEL• TELEPHONE JACK MOUNTED LIGHT u RECESSED CEILING ® SMOKE DETECTOR ALL SWITCHES, OUTLETS AND ENVIRONMENTAL NON-DEDICATED OUTLETS ABOVE THE TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ROOF. ,MIF I WHOLE HOUSE EXHAUST {-AN WITH BATTERY BACKUP CONTROLS SHALL BE MOUNTED NOT LESS THAN COUNTERTOP WITHIN 6' OF THE TVQ TELEVISION JACK [ DOUBLE TUBE FLUORESCENT NUTONE OT80, 80 CFM MAX., 15" NOR MORE THAN 48" ABOVE FINISHED FLOOR. KITCHEN SINK DRYER EXHAUST DUCT SHALL BE 4" RIGID METAL WITH CEILING MOUNTED LIGHT 1.5 SONES, 4" ROUND DUCT 24 HR CLOCK TIMER - A 4" OPENING ON THE EXHAUST HOOD. THE DRYERS SINGLE POLE SWITCH AUTOMATIC OUTLETS. SWITCHES, TELEPHONE AND TV, ETC. PROVIDE AT LEAST 2 SEPARATE 20 AMP SHALL BE GENERAL ELECTRIC TOA Tao. Nw MICROWAVE OVEN/RANGE HOOD F&_1 RECESSED CEILING BOXES IN PARTY WALLS OF ONE UNIT SHALL BE CIRCUITS TO KITCHEN APPLIANCES. $, THREE WAY SWITCH l---J COMBINATION - GE JVM150 WHF 1 WHOLE HOUSE EXHAUST FAN E� WINDOW WITH OUTDOOR IN DIFFERENT STUD SPACES THAN THOSE IN ENERGY N O TE J 98-12 OR EQUAL, 240 CFM VERTICAL, NU PONE OT90, 90 CFM MAX., AIR INLET THE ADJACENT UNIT. NO TWO ADJACENT UNITS PROVIDE AT LEAST ONE SEPARATE 20 260 CFM HORIZONTAL 1.5 SONES, 4" ROUND DUCT SHALL HAVE SUCH BOXES IN THE SAME STUD SPACE. AMP CIRCUIT TO LAUNDRY' APPLIANCES. SEE ENERGY DOTES ON SHEET D4. RECESSED LIGHT FIXTURES IN INSULATED SPACES HOT AND COLD WATER HEATER PIPES IN MUST BE IC RATED. UNCONDITIONED SPACES SHALL BE INSULATED WITH R-3 INSULATION WHICH HAS A FLAME SPREAD OF 25 OR LESS. WATER HEATER SHALL BE FUELED BY NATURAL GAS. 11100 SW Barrows Rd. SUP1999-00171 O 7 of 39 13 r• 0PPER S U F R E D _...",,,._,.. ____,..-__.-. __. ____--- -----------.—_. --` ,Ilwur�..,..-r.... ,..�..... •,,.,wbanrrNwlM�My C l ) I,I'i'I',II II it III IIII IIII i'II'.!il IIII illi I !111111 IIII{IIII III IIII IIII'IIII IIII IIII IIII I it IIT I I I I I I I I ( I j ,III ail II I i II I 'i'II:III IIIA. LEGIBILITY STRIP o 2 3 a S CII Cl Qy! I� I I 12 13 la pmmsl�m Is 17 18 Ill) 20 21 22 23 24 25 26 27 2e 29 30 - C 1 25X Z 1 1 OI , 1 1t 1�1�U 11 1 [ J t W�.II .1lLJLI: U I1. .L1111�1LU 1 ( NONIl�l 1 OZ D IL!1111111111111 OF ®r .4�:T/rM��^'swwvi _ pp.,.. -w«...rnwmnnvl.!'"a`MMYw'+M.aw4T"'n'*MM*"'Mn'"„^h'd"T'n4+IMM.M�n"MK M'4IlpMkf. M+++s.M iws...w»Mwa+aR.w-,wwvtM f w•�wM+wM"+ln tnMwMw4M� _. .re.+ *M w.+w.w.».w - y+-wwiw.nnlM .. "s I; •F. J it II r l` N f r 63 -8" -8" 4'-5Y4" 14'-1U" 26 V4" 12'-3" 5'-31,4 14'-10" 4'-5Y4" 2'-8" .-4" 7'-1" � 7'--1" 4" 4" - 4" 7'-1" � 7'-1" 4OT '- --- �r- I I I 1 I I- 7777- 7777- --I-- 7777- - CB44�� I KC844 TYP.7777- - -I-- ----- ----- I Q 0 In O D TYP ._ I pj 2x4 SCREEN WALL C844 -'i 1 0 1co W -4" i i 3W CONC. I _ 3%0 CONC. SLAB w1 3%m CONC. SLAB i SLAB --777777 _7-_------------- - - -- -- F -- -------- ------7777 -- V) r---, I - ---7777-- 1 I � -4" I no _- D4 ------L_ - r 7777 7777- 7 777 ---7777—� I --- -J ,6 ' I � 0 W 0 _ ____ _ Z W I I I 04 0 19'-3V,, '6 W) +0' 0° 15'--4" 4" I 16(/z" 19'-3x16" D4 r -- ' 3%m CONC.- SLAB T I ; 3� CCONC. SLAB _ IL__._ Q H Z 1 I OVER 6 MIL. 6" STEP 6" STEP I OVER 6 MIL I V> = 0 - - I I I VAPOR BARRIER ,� NO FOOTING r - - J V) _ NO FOOTING r. VAPOR BARRIER I I I _ � I Z m M TO ALLOW I I I TO ALLOW I ! V) '� I r ' 34" CONC. SLAB jEl3 o' ° CGNDUITcoNDu1T ' " D3 I I : ' '"— _ L Ln PLACEMENT I I I t OVER 6 MIL, PLACEMENT Li I VAPOR BARRIER I 12 1 I 11� I +0'-O" 1 - - - , 04 I I -0776,, 3'_gYi" I D4 I - - - 1 +G'-0" c Lj W � I W2 ,�--- W2 I ; I F3 F3 --7777-- - - — - - ------- 3'-11 Yz" I - - - - 1—- I W LJ I - - --L---- I n J N R-15 RIGID I I I --1 R-15 RIGID 1 / I Q r N r I INSULATION INSULATION I I UNDER SLAB I , I I I I ' I UNDER SLAB _ 1 w .- 1 20 r - - 1 I I I I F4 1 1 I 1 r- - - - 20 I 1 4: Q I I I --' L--- -j I - - - - v 0 ---- ------ Wl I 1 -1 �-r-- I I I D4 I I I W --- J —�--7777-- �r, ry I OIL 1 4,-5„ W2 11'-8" i l i —� I I I I W2> 4' I j O uJ o jDL3 I I T 1 � I 7777— 1 I I I I I , I r• ----------7777 —' I I Z Iv' 1 I I I 1 I I I I }--- 7777 r----- -1 I T W2 6'-4Y4" I I 1 I 1 6'-4Y4" I I 1 1 i i I I I 6" STEP I 128', 1 I l I Im 1 Q 1 � I I 6. I I I 1 I I I I I 0o I (.� I I I 1 1 I I CU I oa O« ■ Z 1 6" STEP I I 1 1 Z I O 1 1 12 I I 1 1 t a I I St I I I I R-15 RIGID I I a I M i Imc � I 1 INSULATION I I rn I 1 - 1 I UNDER SLAP. I I Z L----J I I I I I I I L7777-� 3 3 3 I I I - 1 O � N --1 I o I 5V:'I 3'-8" 1 - _ � I o I I ci o o L. cl- 2 -4 1 O 1 1"r1 Ll LCjr G I -4' - W 1 I 3 : - - - 1� t L yy', _1 ';'I I I J H +6 I I �, 1D Wl D3 LI 1 -7Yz I I �� ,t U3 +6„ ~ a L- 7 777- ------------ 7777-- 11Yz" 9'-6" 11 13 c1J I --- - ---------7777-- - - U 31 f J N ' 7777 7777 - J 1 I 7777 - - ---- --------7777-- I 7777 - -- ---------•---- 7777 - --- -- I I I 16'- t2 -7Y2 16'-3" 3" 11'-4Yz" tj `r' I I 1 16'-'" ''-7Yz" — Y C666 I _ . E 1 tyj 1 :r 4Y�" 6Y4" I 4'-2" 19'-11Yz" 11'-4Y4" 3'-9Yz" 20'-2Y4" 4'- >" - - Q E — - --- --- --- --- _ 63'-8" 1 W Lu FOUNDATION PLAN MOL�DO J® 0 �; O ' U 1 j4..=1 '--0 < j uJ L (- C~7 c 3 W ' ' ■ u _J z � o FOUNDATION NOTES FOOTING SCHEDULE U z O +33' ELEVATION AT TOP OF CONCRETE HOLDOWNS AND SHEAR WALLS ARE NOT SHOWN ON THIS PLAN. - - --- - c SEE UNIT FRAMING PLANS +20 FINISH SLAB ELEVATION FTG SIZE THICKNESS REINFORCEMENT REMARKS ALL WOOD IN CONTACT WITH CONCRETE OR EARTH (1 6" THICK CONCRETE WALL SHALL BE PRESSURE-TREATED AND STAMPED BY AN F1 16" x 16 8" (2) #4 EW (B) PLINTH APPROVED AGENCY. ALL. EXTERIOR COLUMNS, BEAMS F2 4�" x 42" 14" (4) N4 EW (B) SLAB FTG ......••••.••••• FOUNDATION WATERPROOFING AND JOISTS EXPOSED TO THE WEATHER SHALL BE PRESSURE-TREATED F3 54" x 54" 14" (5) N4 rW (BI SLAB FTG OX FOOTING TYPE - SEE SCHEDULE TO RIGHT PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF F4 60" x 60" 16" (5) N4 EW (B) SLAB FTG roe rlo. ALL BUILDINGS. FOOTING FOR ELECTRICAL CLOSETS ARE F5 24" x 24" 10" I (3) N4 EW (B) PLINTH 98-12 SHOWN AT EACH D UNIT. ONLY ONE IS STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING - REQUIRED AT THIS BUILDING, AND WHICH - ONE SHALL BE AT THE CONTRACTOR'S SEE DETAIL 2/D3. W1 1'-8" WIDE SEE DETAIL 16/D4 DISCRETION. -- -- SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING w2 1'-6" WIDE - - SEE DETAIL 1/D3 S H E E T R E F E R E N C E Bukflp No. 1 2 3 4 6 6 7 e 9 10 f1 12 13 f4 S 16 17 F01f1d0110f1 AM F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 pow Fll'!1'k1Q F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 14100 SW Barrows Rd v BIJP 1999-00174 Roof Pkm 1?5 R3 Rt R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 a or 39 N 6ov�li0ro E3 E2 Et E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 �HEEr ORDER: S U F R E D cm LEGIBILITY STRIP O 1 2 3 4 5 6 1 6 6 10 1 1 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 IOmmrl cm Z I 1 1 OI b MON I • 1 OL I .111. LI �;. ��.W.LlL11�Ja1�1�1 .�1�1J��1�1�111�1 �.L1�1.�I�1�I.LIJ�t1�1��L1►�LI t1�111t1�J�l �IJ I tJ�1.tJ 111 U l t1 Ll►. liJ tl.I l I Oz .A .. . .. w7nMWnpW,SMR.. FIMr✓q.b,r+!MMMr1'hYwFMM!^ C"+w..1' 4w .H , N - • 9«". .IIP .. 'l 4WWwa .ww•'xw.-nM'+"*•IaMrbN+.w^+w,wM . .. .. 1 4 . r _ u, �. :�ekgl 1 r N 'u$ r. I✓ i j.. 41 1 18" HEELS AT G YDI THESE GABLE TRUSSES D6 -- - — — -----r --- --------- -- � r——————————T——— ------1 1 % 13 \� I 1 13 F------- -----;- -,----- - -----� GABLE JRUSS C-_ GABLE T USS �- -- D4 I _ I D4 I GABL4 TRUSS ----- - - 1 ( I 4xG' IF1DR N I GT I I 4x8 HDR \` I I ` 'Zw,�--� Q _ —T— — _..._ I I .01 ' ' I —� �� O O cr I co LIJ 12 ;1 �n I. `� o f- W. ` I i 10, JEIELS �� +� ! EELS I HIP MASTER I ,� '' " Lu W ' �` 1 i n ,�� I HIP MASTER I I cr I `�� I W 0 j 4x8 ------ --- - \ - V ---- --- -__ - - - - _ -- / --,-- i Z j HDR � I 8 I Z �05 - - - - - -- -- _ - 4X8,HDR I �- z 1 i F=1.51K TO THIS WALL ' , D5- �� F=1 51K TO THIS WALL I I ,,p,/ I ( Z Im M L/) \ -�-- — Vii I .'Wr - 00, iI - ----- --- ---- --- --- -- -- - ----- - (--- - ---1 -� _ in ul W I ED - - - n J N � �I 1 10W I - - ul I :8 Hp - /� -- �� D5 I 1 -- --__ 40:8 HDP I W Z m �./ tD5 �4 5 �, SIM., SAME y SAME TOP PLATE T 01 ATE '� I 5` I p o D6 I - _ _ - - I D6 2 U, Ln LAJ I 141%, I tl1 HIP MA5'ER UT HIP',MASTEF I r, t —- ----- - - - — I D� loo LLJ vi CJ r--- J I : J Q a I I ■ S � I cr1mc a I M GABLEI TRUSS I 13 I �� \-- - - -��\ I 13 GABLE ITRUS_ Z I I ------1 D4 I /ice �i� ` IGT �\ j D4 I F 1 I 3 �- - - ---- ----�--- - 8 I - -- ---\� ------ - ---1 ----------1 Ic _.� ' 8 Q i. GABLEjTRUSS i D6 L____._______1J TRUSS HEELS ARE 4" UNLESS H ROOF SLOPE IS NOTED OTHERWISE. �' 6: 12 THRIJUGH��uSEE UNIT FRAMING PLANS FOR SHEAR O 11 WALLS AT TOP FLOOR. lu 0 ROOF FRAMING PL,�N o �0 D 0 l L�DOU�C� ,u 1 /4..= 1 '—O" � CO i I z Lli ROOF FRAMING NOTES w I TR'JSS SPACING: 24" O.C. - TYPICAL U Lu Fr- STRUCTURAL FASCIA - NO SPLICES > W FB FLUSH BEAM LEGEND O C > «; ■ HDR HEADER ROOF TRUSSES z GLB GLO-LAMINATED BEAM 10 , H- STICK FRAMING O Q GT CIRDER TRUSS � z (J ONLY STRUCTURALLY REQUIRED BEAMS AND HEADERS ARE SHOWN. OVER-FRAMING (J AT ALL OTHER OPENINGS SEE DETAIL 5/D2. SEE NOTES BELOW = Uz ALL STRUCTURALLY REQUIRED BEAMS AND HEADERS t`��'I � L .. ATTIC ACCESS PANEL �� AND ALL GIRDER 1RUSSES, HIP TRUSSES - V AND HIP MASTERS SHALL BE SUPPORTED ON DOUBLE BUNDLED STUD POST STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED N STUDS UNDER BEAMS GREATER THAN 6" WIDE AND c' K IS NUMBER OF STUDS 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS TOGETHER WITH al (2) 16d AT 12" O C. TYPICAL. SEE UNIT FRAMING PLANS FOR SHEAR WALLS AND SECTIONS, ROOF SHEATHING SHALL BE 7/16" OSB STRUCTURAL # 2 WITH PANEL SPAN RATING (24/0) INSTALLED WITH PLYCLIPS OR OVER-FRAMING, SHALL BE 2x4 AT 24" Cr WTH STUD JOB r1o. 11 BLOCKING AT EDGES, OR 5/8" STRUCTURAL #2 INTERIOR WITH SUPPORT AT 48" OC r0 TRUSS BENEATH. CARRY ROOF SHEATHING L-1 EXTERIOR GLUE 5 PLY DOUGLAS FIR PLYWOOD WITH PANEL THROUGH OVER-FRAMING PROVIDE 2' x 4' HOLE Irl ROOF � '98-12 RATING (32/16); PER UBC 1994 TABLE 23-1-S-1. FOR NAILING SHEATHING FOR ATTIC VENTILATION. in SEE STRUCTURAL NOTES ON SHEET D1 SEE SHEET D2 FOR TYP " WOOD FRAMING DETAILS. S H E E T R E F E R E N C E lbft p Na 1 2 3 4 6 6 7 a 9 10 M 12 19 14 16 16 17 r FOl�lOn PW F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 14100 SW Barrows Rd. ROOT Flash F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 SUP1999.00174 RO& p1cm R5 R3 R1 R6 Rd R3 P.6 RQ R3 R2 R5 R5 R2 R3 R5 R2 R7 9 or 39 N E*vaN fM E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 ;HEFT nPf)FP U F R E D C LEGIBILITY STRIP O 2 3 4 5 6 7 e 9 10 11 12 1:a 14 16 17 16 19 20 21 22 23 24 25 26 27 2e 29 3`, OTS. C D ' I I J H)NI I 1UC Z�I�.L�1I'1J.1 .11J�I1�11�l I.L ,��I�l ,�i1Ull L.IJJ 1�1�1�L�1�1 oa I .L�1�..1�1.�J.).1.�1�1� ti. V 25X .. ,. _ - _ .. 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SLAB — --- I I I I V 4' 1 i - -- -------------------- V) - O1 I t I F-_. .-------- -��_ ---- ----- -_ - - _� -� -- - I W1 I I I- ------- ---- ----- i :Q I I IL U-) I D4 --1 r -- -- ------ - --- ------ --1 r- 16 I I 0 W 1 I +0'-0" I I +1'-3" - I 1 19'-3Y2" 61421 15'--4 I I'6" 19'-3Yz" D4 I 1 s, Z W F- r -- - 3140 CONC. SLAB I , ----- 1 I _ 0 11 . _ I =� OVER 6 MIL. I h s l; I 3% CONC. SLAB L____ �_ Q F— _Z VAPOR BARRIER I I 1 OVER, 6 MIL. I 10 . NO FOOTING I c r-- � 1' cTEP I I VAPOR BARRIER r. NO FOOTING I I m (�/) In TO ALLOW I --� I I Z I CONDUIT `:' +0'-0" 1 . I t2 I I O _ 1 I 31h CONC. SLAB TO ALLOW I l �� > 1 PLACEMENT D3 1 I � I I D5 CONDUIT I I - F- � � t 1 T I I I OVER 6 MIL. �-- > to i cr I I PLACEMENT j VAPOR BARRIER 1 1 I a +0'-0" 12B' I I I �" I I I I I -1 W2 D4 I ( 1 0 -6" 3'-9V4" I I - - - Li'-3" I 1 � W W F3 �/ I 1 I I 1 1 i W2 F 1 4'_-0' I - - - ---- �__ LJ 1 I I -L_J I - -L---- - I I ILL n J N R-15 RIGID I S I I -- -I I R-15 RIGID 1 I I Q +6" I / INSULATION I I INSULATION M I — - r W UNDER SLAB I I I I 1 _ _ _ +1'—y" I et r - - - - - I I I I UNDER SLAB I I W 20 _ �� - I I I F4 I I I r - Z m �' D4 I 1 1 W " I I W2 �' 1 I j I 4'-5" u' L7=i W2 11'-d I I I 1 _1 I I I I _ __ _ _- -------_ I O ^-1 D3 I +1'-3" r T- - _-- Z I I --F- - F - I I I I L --- 1 I I� W2 I I W2 I I 1 _ 1 F `---� I o+ 6'-4Y4" I I UI 6'-4 V4" II I I I ( I I I Q] 6.. STEP I 12 I I I � I I � 1 W1 I I Q I I W �p / J .4 0o U J I i ! 1 1 1 I I I Q U 1 1 16" STEP ; I 1 ; _. A T 10 & 13 ; o I _./ L � A T 13 1 I I . I cz mc I I I CL 15" STEF� Z I I I I L___ __J I I I 1 1'R-15 RIGID I Q 3 r-1-1 --- - 1 I I I z I 1 INSULATION I I �-- 1 I 1 1 1 4 0 1 I I UNDER SLAB r r -- - Cn ID N 5!A"I +0'-0" I I I I -4 _ I +6" I I I - -- �, -I I —- ------ I n r �C I �i 1 4W11 13 v t 1 -4„ 3 _ 1 D3 W +6" - --- - - - I 3 �., I I LL in D Wl D3 `, j ( -7h" _ I L i I 1 D3 W1 L I ! I +1'-9" r Q 1-- 1 L- - --------- ------- ---- -- I 111fz' L� 9'-6 11 13" ''-itYz I L. - - _-_ - ------------- -- I I co i �- --- — — ---- I -——--———————— -- — — --- - — Q I ------ ------------ J 2'-7Y4" 3'" 11'-4V'," ;n 1 -9" 16'-3" -1V2" — C866_� -' EXTEND WALL AS NECESSARY `a 4Y4" 4Y4' 103,4"TO MATCH GRADE AT DRIVE_ i 4'-2 19'-•11Y2" 11'-4Y4 :'_ ---- ---- 6 3'-8" _. -- -- t- W 1 � t FOUNDATION PLAN aO�DOG�®� X10 n � 3 �]LE � r 1 4' = 1 -O' ---- J U i QLLJ I LLI � z 0 J ►- +33' FOUNDATION NOTES FOOTING SCHEDULE 0 z r ELEVATION AT TOP OF CONCRET_ HOLOOWNS AND SHEAR WALLS ARE NOT SHOWN ON THIS PLAN. - -- --- c/) M3 SEE UNIT FRAMING PIANS. —� +20' FINISH SLAB ELEVATION FTG SIZE THICKNESS REINFOzr_EMENT REMARKS 1- ALL WOOD IN CONTACT WITH CONCRETE OR EARTH -- 6" THICK CONCRETE WALL SHALL BE PRESSURE-TREATED AND STAMPED BY AN F1 16"-x 16" 8" (2) #4 EW (B) PLINTH APPROVED AGENCY. ALL EXTERIOR COLUMNS, BEAMS �- - •••'......•••••• FOUNDATION WATERPROOFING AND JOISTS EXPOSED TO THE WEATHER SHALL BE F2 42" x 42" 14" (4) #4 EW (B) SLAB FTG O PRESSURE-TREATED, F3 54" x 54" 14" ("5) #4 EW (B) SLAB FTG - X FOOTING TYPE - SEE SCHEDULE TO RIGHT PRPvIDE 4" PERFORATED FOOT:NG DRAINS AT PERIMETER OF F4 60" x 60" 16" (5) #4 EW (B) SLAB FTG JOB NO. ALL BUILDINGS. _ FOOTING FOR ELECTRICAL CLOSETS ARF. (3) � ' 98-12 SHOWN AT EACH D UNIT. ONLY ONE IS F5 24" x 24" 10" 4 EW (B, PLINTH 7 REQUIRED AT THI_; BUILDING, AND WHICH STEP FOOTINGS AS REQUIF'ED TO REACH FIRM GEARING -- -- - ONE SHALL BE AT THE CONTRACTOR'S SEE DETAIL 2/D3. — --- DISCRETION. W1 1'-8" WIDE - - SEE DETAIL 16/D4 SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING W2 1'-6" WIDE - - SEE DETAIL 1/D3 o SHEE T REFERENCE eukfiv No, 1 2 3 4 6 6 7 8 9 1D 11 12 0 U 16 16 17 F012xt� Mm Pkn F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 RW Rmi F6 F2 F12 F8 c F10 F4 F6 F4 F14 '4100 SW Barrows Rd. 1�1D! PIS R6 R3 R1 Rb R4 R3 R6 R4 R3 R2 Rb R5 R2 R3 R5 R2 R ' SUP1999-00174 ' 0 of 39 rn EbMOh" E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 `)HEt T ODDER: S U F R E D 3j t LEGIBILITY STRIF o f 2 J 4 5 i'!!'jit! iilt!I!,!!I!i!ijtt"`1ill!I! II! I�'trill!II '' i!"'I 11 ! !'�'! 'i '; 'Iti 'i I ll,;!�,t !Itljililltlllllllilll:iIIIIIIIIII�IIIIIIIIIIIIIIIIiI II!Il — iOmm.1cm B 9 I0 I I 12 13 14 i 16 17 18 19 20 21 22 23 24 25 28 27 28 29 30 s 01 J HONI • IOZ Oz III,$PON ... . wn .� •,, ! POOP PR_ ple-11 III I oil I. ."r. . ._ .... ... . . All 0 a NMI 14 qvilip prom e t; 1 e t 1 t uu, kpt dY rvl, 8 18" HEELS AT 8 D6 THESE GABLE TRUSSES D6 r- ----- ----- --r-- ------ -----� -----------T--- -- - - , - F - --- -{--- --- -1 GABLE TRUSS ' 13 GABLE TJUSS E )3 ) GABL4 TRUSS I D4 I D4 I g&t0k O � 4x8 HDR _ I GT I - I 4x8 HDR II O 00 cr D I 4, 6 I � -1 EELS \\ EELS I a { I N ! HIP MASTERI �j \\" �'' I �, HIP MASTER I -- - x i jxor) Lj I- D86, II 4x8 HDR lI I tv� rII Z 4x$ HDI T D� F-1.51K TO THIcWALLF-1.51K TO THIS WALL 6 O I Z m V) M I - - I I L- I I I .� � I I � r. u, W W / IA YJ i-W --- -� - __ _ f -- ---- W-i V) O , I I ' ---�- / \ I I I f� J N lAJulI V) I 4x8 HpR _ -- 5 I I � 4'x8 HDR I I ! 'YP v __al /� �/ D5 \� I I W V) L-- - — �- - / D5 I - J_-Jts wF / SIM., SAME \ w J ~ 5 I , TOP PLATE / D6 1 - / .� �--� ) �� T �(J (X �3 i ' D6 Z U I i _ 00 I I = L 61 HIP MASTERC- - AT 13 1E� // HIS (v1ASTER Oi GT i� w 12 i/ cr c� /� I j L O� I ------ I 1Q o a ■ �■ of cl- I .:� /� /i 1 \\ o010 1 1 = I —. —. I z l f 1mc00 1 v - - r - I .F I Z GABLE TRUSS I 13 I I 13 1 GABLE 'TRUSS I � � 3 3 L----------1---- ----- I d4 i ,/ �� IGT �� D4 L---- -L - -- ------J Q 8 L- - -- -- �8 � r o D6 i GABLE I TRUSS j D6 H L-_------_-_l____ ____J TRUSS HEELS ARE 4" UNLESS 8 15" STEP ROOF SLOPE IS NOTED OTHERWISE. L.L. - 6: 12 THROUGHOUT SEE UNIT FRAMING PLANS FOR SHEAR WALLS AT TOP FLOOR. O 0 0 o W@ e ROOF FRAMING PLAN 1 /4"= l '-0 < 1p I �- Q Z (04 W ROOF FRAMING NOTES � rr nn (� TRUSS SPACING: 24" O.C. - TYPICAL V w (� SF STRUCTURAL FASCIA - NO SPLICES < w LEGEND L4 Z r � FB FLUSH BEAM -J (� UJ �' z ■ � HDR HEADER ---�� ROOF TRUS:,ES - GLB GLaJ-LAMINATED BEAM � 1-77 STICK FRAMING Z GT GIRDER TRUSS ONLY STRUCTURALLY REQUIRED BEAMS AND HEADERS ARE SHOWN. OVER-FRAMING J AT ALL OTHER OPENINGS SEE DETAIL 5/D2. �; SEE NOTES BELOW = F_ U z ( ■ ALL STRUCTURALLY REQUIRED BEAMS AND HEADERS �� ATTIC ACCESS PANEL AND ALL GIRDER TRUSSEz HIP TRUSSES AND HIP MASTERS SHAL_ BE SUPPORTED ON DOUBLE }' BUNDLED STUD POST STUDS UNLESS NOTED OTHERWISE. PROTIDE 3 BUNDLED '2 STUDS UNDER BEAMS GREATER THAN 6" WIDE AND G X IS NUMBER OF STUDS 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUDS TOGETHER WITH (2) 16d AT" 12" O.C. TYPICAL. SEE UNIT FRAMING PLANS FOR SHEAR WALLS AND SECTIONS. ROOF SHEATHING SHALL BE 7/16" OSB STRUCTURAL If 2 OVER-FRAMING SHALL BE 2x4 AT 24" OC WITH STUD JOB "0. WITH PANEL SPAN RATING (24/0) INSTALLED WITH PLYCLIPS OR BLOCKING, AT EDGES, OR 5/8' STRUCTURAL p2 INTERIOR WITH SUPPORT AT 48" OC TO TRUSS BENEATH. CARRY ROOF SHEATHING EXTERIOR GLUE 5 PLY DOUGLAS FIR PLYWOOD WITH PANEL THROUGH OVER-FRAMING. PROVIDE x 4' HOLE IN ROOF by-12 RATING (32/16); PER UBC 1994 TABLE 21-1-S-1. FOR NAILING SHEATHING FOR ATTIC VENTILATION. TV SEE STRUCTURAL NOTES ON SHEET D1 SEE SHEET D2 FOR TYPICAL WOOD FRAMING DETAII.S S H E E T R E F E R E N C E &Aft Na 1 2 3 4 6 6 7 8 9 10 r 12 13 U 16 16 17 o FOl�ldafbfl PIar1 F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 v �Of Ffa11�,Q F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 14100 SW Barrows Rd BUP1999-00174 Roof Ptd R5 R3 RI R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R1- R/ 11 of 39 Bevatbr11 E3 E2 E1 E3 E2 E2. E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 F4 r. SHEET OPPER: S U F R E C i ( _!4 �5 216 2�7 2�e 2�IIII�II3 LEGIBILITY STRIP O i 2 3 4 5 6 7 8 9 10 I 1 12 13 14 slllilli7lili�lieulliil l9lliln202'1 jl2121i!11�1311i11!' �I�I��Illlj III 'III .III In!111nl,lll nlll,lllQ 30 , I I OI J b HpNI c !OZ ...«aw+rroyprMww... • ... +fMM+4 . ru�w,w+..+!w..+,w +kwM� .+..a.sy+• earn !'�fMtMCMAMuMIMtNMIRMK'MeMYA�rn Mk�M4d+'MMrw+WM�"M.nM�n* •JnM•.AMM».+.r , wrpK.a+rse,f�rr«M..^K.. «r_..'►."h'�HMMe 'M",iv'"M"wr,"ti-.waw.new.«+..,....a+«+rww.y,.w..;Mwri. +M...f+unw+........»...«.+�Mrwyr+w�ww++.w.��. d!In4h t.; � 1 Fy c. r, 40/ i 79'-0" 4'-51/4" 14'-10" 26Y4" 12'-3" 3'-1" 12'-3" 5'-3Y4" 14'-10 4'-5Y4" 7'--1" 4 11 -11 4' 4" 4" 7'-1" 7'-1" 4 Alt f- ill r- ----_.--— T F ------ - -- --j `C8_44 - I �C844 TYP - - -- -- - TYP v v `� O Q I•----- -------- r- ------ - - - -- SN;5 0 r ! 2x4 SCREEN WALLC644w1 HRkEN _• o (� 11 3L4 CONC. SLAB I �L E E 1 I W 1 31h CONC. 1 I 3$4' CONC. SLAB 1 �—, cS' lkv v i i 3y4r CONC. i i SLAB i +2'-2" - - - _ -- __ ---- - ---- - - -- -- ---- -- , I SLAB I I I -- ----- - - - - - -- ----- - ------- 1 1 I I I I YD4 ' I I - --- ------------------ - - I I W1 - ' ' W1 t11"]I I ------ - '- - - - - --- -------1 I r - -- o L--- 1 --+11' - I --- - 1 I F o A Z c'4 -- 1 1 1 I 16 L- --� rillr-r ----- -- - - --- - --- ---- ---- ----- - -- ---- - --- - 16 II+1'-3" +1'-3" 1' 3" I 1W19'-3'h" 27" I 15'-3Yi" _ I I, I _ 15'- 4Yz" _ I 126 19'-3Y — — — i 3%0 CONC. SLAB i i 3%0 CONC. SLAB I — 1 i 3%0 CONC. SLAB i L Z T- 1 OVER 6 MIL OVER 6 MIL 1 I I Opp OVER 6 MIL I 1 - - I �* VAPOR BARRIER 12 I I VAPOR BARRIER I 1 I I VAPOR BARRIER I r Z m Z 0 _ NO FOOTING 05 I I 1" STEP I I No FOOTING 1 I M ✓ I I TO ALLOW �4 +0'-0' ~ +O�'-�9'� r I 12 ' +2'-0 �� TO ALLOW 1 I --� = Q �- 1 CONDUIT I 1 it _ lI I I 3$6 CONC. SLAB I I ,D5 °�' CONDUIT I 1 C r PLACEMENT 1 I I I I S OVER 6 MIL. 1 I P-ACEMENT �• w ` I i 1 I I °' 1 I 0' VAPOR BARRIER I 1 1 + -o-0" 1 - - - -, W2 I ----- 3_8Yi" I +0'-9,. _9Y4" 1 W2 I F +2'-6" ) _6 I I f L -- ------- - - I 1 I I I „1 I ' 1 1 4'-O„ I i I i W eN _ 77 I I I : 4'-3Y2 I I I I r F3 R-15 RIGID I I C� I --- I J C� I L J R-15 RIGID` - - - --z --- n J INSULATION I I [� I -I I C� I I I INSULATION I 1 1 I - Q r W N I +6" 1 UNDER SLAB I I I r, I I 1- I UNDER SLAB i _�' +3'-0" I Z m u I r -r M - - - - - 1 I I F4 I I F4 i i r- - - -- - --� ►W- I I L_ I _ - 20 v p v 1 20 _ _ I I I O --1 �-r--- I I W1 --- ------ -- 04 I I I W I I 1 1 I -�� -__ -_ I I �• J , � 1 j 1 4'-5' ,a W` ' 11'-8" I I I I I I I I I I I it'-8" 4'-5" 1 - _7_. ______T_ I I I 1 I p -- - - --- p 1 I I I I I o 17" I I I w 1 �.� +2'-6' f- T--- _ --- -- ��' --- - -+-- D3bW2 -W2 l i i i 1 l i i - �- ---- �1 - ---� a, `n W1 I 1 *— 1 I I I 1 I 1 I 1 I I I I I I I 1 I I I I 1 i Q (w� 9" STEP i y 6,. STEP ' i 6„ STE.PI I I r 1 ! co _l 1 I W 1 � 1 N ao I I CU I 1 _ I I : I I I r 1 I U I ' 'ao ■ LEI�� f?-15 RIGID •� I 11 1 I U I I � z mc INSULATION a- I I 1 I I I 1 1 UNDER SLAB I I 1 1 _� T 1 I 1 I I Z I I I F7 I I I I I I I _�J 1 I I 1 1 I I LLL�J�JJ @ 6 & 14 1 1 �� 1 I I I Z ----.J I I I O c Q �33y,� + OC Lm ui 0 S Y2'.1 1 +1'-3' 1 1 p 1 r ---� T �►(' I I I I . - - 1 I -� 5r:"� I +1'-3" �i C14 'I 1 1 {—� to USS - - 1 I w I I j� TYP. 1 1 w O 1 _ - II a G r -� - -- ----- -- - -- L -------- - - -- - � +t'-3' 1 � r- 1 - �----1 I � � r 1 I I I v I n7 I'� 4Y`z' I 13 t `- r I i,-4„ I 3 - I 1 r., 1 , 1 cv 1 D 3 3 n t I - W X1.1 � i '^ iD W1 D3 .1 `-I r ..----- -•--' -(D3 ---- ---- - •--- - �- -- - � � D3 Wl �D I � i 1�+3_ - ----- ---------- ----- `�' J I �Yi 9'-6„ 11" �3 I 15„ +71�z" 9.-6" it 13" ?'-111�z" I -- - -- - --- -- -------- - J ut a --- 1 I il'-4Yz" I 3'-8" 1 il'-8" I I - -- - -- - - - -- - -- --- -------------- ---� - - - - — I ------ ------------- -- - - -- - - -11h" +6" ' I I I 1 'D I I I +3'- 0" v1 I I I 1 1 1 1 5" - 16'-3" 2'-7Y2" I I 1I L 1 - LCB66 — ---- L___ -_ +2'-4 +2'-4Yz^ 1 +7>Fi" — EXTEND WALL AS NECESSARY 2_7Yz" 16'-3" — -� 13" 4V4" 41/4" _ 10Yi'TO MATCH GRADE AT DRIVE 4'-0" 19'-11 Y2" 11'-4Y4" 3'-9Y2" I_ - 11'-6Y`t" 3'-9It" 20'-2Y4" 4' 79'-0" 1 W o p o W FOUNDATION PLAN _ C3MOL,DOG�®� �� (.� J U 1 /4"= 1 '-0" w u � z Ij ■ ^ T C / u Q --� Z U FOUNDATION NOTES FOOTING SCHEDULE U Z ■ +33' ELFVATION AT TOP OF CONCRETE HOLDOWNS AND SHEAR WALLS ARE NOT SHOWN ON THIS PLAN. --- --- --- - SEE UNIT FRAMING PLANS -- - -- ---- r, } +20' FINISH SLAB ELEVATION FTG SIZE THICKNESS REINFORCEMENT REMARKS ALL WOOD IN CONTACT WITH CONCRETE OR EARTH 6" THICK CONCRETE WALL SHALL BE PRESSURE-TREATED AND STAMPED BY AN F1 16" x 16" 8" (2) X14 EW (B) PLINTH APPROVED AGENCY. ALL EXTERIOR COLUMNS, BEAMS _ F2 42" x 42" 14" (4) X14 EW (9) SLAB FTG •......•.••••..• FOUNDATION WATERPROOFING AND JOISTS EXPOSED TO THE WEATHER SHALL BE PRESSURE-TREATED. F3 54" x 54" 14" (5) N4 EW (B) SLAB FTG O FOOTING TYPE - SEE SCHEDULE TO RIGHT _ 10� r1o. PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF F4 60" x 60" 7 16" (5) #4 EW (B) SLAB FTG FOOTING FOR ELECTRICAL CLOSETS ARE ALL BUILDINGS. — -- ----- SHOWN Al TACH D UNIT. ONLY ONE IS F5 24" x 24" 10" (3) X14 EW (B) I PLINTH 98-12 REQUIRED AT THIS BUILDING, AND WHICH STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING - - O',r SHALL BE AT THE CONTRACTOR'S SEE DETAIL 2/D3. u — WI 1'-8" WIDE ^� SEE DETAIL 16/D4 DISSLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING W2 1'--6" WIDE - - SEE DETAIL 1/D3 S H E E T R E F E R E N C E .► Bulfs No. 1 2 3 4 6 6 7 8 9 ID 11 12 13 U 16 16 17 Fatr dOlbn PW F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 14100 SW Barrows Rd ✓ Rw F{�� F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 BUP1Q99 00174 hoof Plot R5 R3 R1 X26 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 12 of 39 sevO1b s E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 SHEET ORDER: S U F R E D a Cm 1l 1 I I VIII IIIIIIIIIIIIII� l!Ijllllllllllllllilllll ililllllllllllllll�llllllllllllililllllll 11i!r! LEGIBILITY STRIP O ! 2 3 a 5 6 7 8 9 IO I I 12 I3 11a 116 17 1& 19 20 21 22 23 24 25 26 27 2A 29 30 Omm.i m ZI I I Q1 b HONI 70a OZ dl III I kill I I�illll 11 Ill I'll 11111 co LaIIIIIIJI1111T, W�l��. J�IaJ1�.1�.1��l LI.�IL�L�LI.i� 1�.1.1111�1�11 ILI��I_l>1�!.i111iJ�1�ltlllt��J�lal 11(UI�I�1M trM" p+�M�rM +nYw.w...,.a..wrra+mMMM�!te!.e.. lrw.+ww....w,»...,..w+..nwiw.wr�ew+�w..,...eM.*r.!�twrwrw+.w+n�wh•..+wM.�MAi�Mw.wlVew.�w�R wrr _. .e�rrMw.. .. µefrri.r—.+.+wwr+".a .wM1. F•+!wr+W'" °` �. ., �n'w�wwfie yF+ t»gw�n.' LM'irew.MwuhefNw�M�K�M' sw�.�.w. .. .. ... ., nry,RagV+.�'+rHMr«. •'1�MWF4+wn�AC�MrreeM!n+•�M.a.,.�^+r�w•• urev��.w..MMwaaa+A+r�c«a•.T,.....ww.�rYrn wM'w«"++wr,r,r+�e^`...,. w.....+w..•wreal+T"„�ft.s 1 A v ,r •Tj A a I i I I I 1 I i I 8 18" HEELS AT 18" HEELS AT 8 THESE GABLE TRUSSES THESE GABLE TRUSSES D6 I-- -----_r -----r--------------- ------ I � ------ __ - - - ------- --,- ---- - 1 GABLE �RUSS I (D4 I GABLE TR� S I i GABLE TRks i 13 I - _ D4 I CABLd TRUSS ---- -- --- ---- - --- 4x8 HDR I I j GTGT 1 I \ I 1 -- - -- , I I —_I I _ 4x8 HDR I I CJ ¢ (n - ti�r M D6 2 01 10" T 10" - 10" \ i 1 06 HEELS � �� HEELS j � HEELS \� ,. '. �� HEELS J I 1 � 10 I HIP MASTER I ,, I I I I HIP MASTER I ---- \ , i \ ♦ - � , 1 � I x I L_— - l__ - _;,—____ _-- —; W 0 F --- �� _ IIS 1 ---_ � �- - � - —1 4x8 HDR I - �._ _ 1 Z C i �+ -- ' 5 -- - -- - -- I - - - '� i� 4x1 HDR Q H" Z D6 /' I F=1.51 K TO THIS WALL \ D5. t j �5 ` ' 8 (� It I I I \D5 �� F=1.51K. TO THIS WALL I I D6 m I O 71 i Z V) I �Jj�i' I —10� I 1 O -�-r- --- - � M I N _I�- v ! ! i D5 11 1 I W 3 ----\ Ql) \ -- - i LJ LLJ E_ \ -- ------ \ I � W n EE I Q N X4_8 HDR _-_ &D5 1 I N �\ i71 5 I I N --- \ - I I N r W 't 9 r 09/\ D5 i� D5 > 41x8 HDR 1� Z I I I TYP. ICy I a 11 � � 9 �.L .... I� Q O I r-- p Q IL--�I _ TYP. + 1 I fY 0 WT � I D5 IW W S IIT (Il I i ♦ W G U6 0 I 5 06 Z U HIP MATTER b & 14 14 HIF5,MASTER I W I 2 - --- - - i ' I F------- I00 I 1 I p 6 I P5 cr Z i a � I 1 Q n 1 I I a W T\ LAJ T\ �_j _� L I • I • i I a 1 --- --------- 1 I x t- -� - - 00 J--- - --- --- ---� Mfr \ \ - --- -- 1 1 —Li----—I a �� mc I D4 I I GT vv �T _ I I GABLE ITRUSS 1 — I GABLEI TRUSS 1 13 I / I 13 1 1 I Z L---------1--- Lf - - ----J I 1 I 'D L---- ----L---------- CV Q - - - _ _ L _ _ D6 D6 I GAB E TRUSS GABLE TRUSS 1 D6 D6 ry t!3 8 1______- -_-J L-_____----1 ___ _J _ TRUSS HEELS ARE 4" UNLESS U- 15" 15" STEP 8 15" STEP ROOF SLOPE IS NOTED OTHERWISE. 7 Ds nb 6: 12 THROUGHOUT SEE UNIT FRAMING PLANS FOR SHEAR WALLS AT TOP FLOOR. ROOF' FRAMING PLAN RUBLEDURP@ Min aQ 1 4 -1An �� uN N Q I j I 1 1 I } Z 1 _u ROOF FRAMING' NOTES w ` � J Lm 1 TRUSS SPACING: 74" O.C. - TYPICAL I~ < w Sr STRUCTURAL FASCIA - NO SPLICES > LEGEND � FB FLUSH BEAM HDR HEADER 5 ROOF TRUSSES Z • GLB GLU-LAMINATED BEAM _ C/) n F— _� 0 (� GT GIRDER TRUSS STICK FRAMING ONLY STRUCTURALLY REQUIRED BEAMS AND HEADERS ARE SHOWN. - OVER-FRAMING fJ AT ALL OTHER OPENINGS SEE DETAIL 5/D2. ! J- SEE NOTES BELOW ALL STRUCTURALLY REQUIRED BEAMS AND HEADERS � ATTIC ACCESS PANEL !`�n AND ALL GIRDER TRUSSES, HIP TRUSSES r` W3 AND HIP MASTERS SHALL BE SUPPORTED ON DOUBLE } STUDS UNLESS NOTED OTHERWISE_. PROVIDE 3 BUNDLED BUNDLED STUD POST Q 2TBBUNDILEDESTUDS UNDER BEAMS THAN FSS"T AN 6"AND �X X IS NUMBER OF STUDS WIDE. FACE NAIL BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. SEE UNIT FRAMING PLANS FOR SHEAR WALLS AND SECTION') ROOF SHEATHING SHALL BE 7/16" OSB STRUCTURAL_ # 2 GVER-FRAMING SHALL BE ' WITH PANEL SPAN RATING (24/0) INSTALLED WITH PLYCLIPS OR �x4 AT 24" OC WITH STUD J 0 R rlo. BLOCKING AT EDGES, OR 5/8" STRUCTURAL #2 INTERIOR WITH SJPPORr AT 48" OC TO TRUSS BENEATH, CARRY ROOF SHEATHING EXTERIOR GLUE 5 PLY DOUGLAS FIR PLYWOOD WITH PANEL THROUGH OVER-FRAMING. PROVIDE 2' x 4' HOLE IN ROOF Q$—�2 RATING (32/16); PER UBC 1994 TABLE 2.3-1-S-1, FOR NAILING SHEATHING FOR ATTIC VENTILATION. 77 I I 0 SEE STRUCTURAL_ NOTES ON SHEET Di. SEE' SHEET D2 FOR TYPICAL WOOD FPAMING DETAILS. I S H E E T R E F E R E N C E 8��dnp Na 1 2 3 4 5 6 7 8 9 V r 12 13 U 16 16 17 Fdzckft 1 Plan F9 F5 F1 F11 F7 F5 F11 F7 F5 (-3 F9 F9 F3 F5 F9 F3 F13 14100 SW Barrows Rd. ry RW F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 BUP1999-00174 '^ %d Pla» R5 R3 RI R6 R4 R3 R6 R4 R3 W R5 R5 R2 R3 R5 R2 R7 13 of 39 Bovahb" E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 r_.t E3 E1 E2 E3 E1 E4 SHEET oFDEP- S U F R E D CR1 uI111111111111111 1 Ilu1Il�nInuIlnllnllln ,l:llillllllll 11 LEGIBILITY STRIP O 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 16 19 20 21 22 23 24 25 26 27 2b 2'9 30 - Ipmm.1tm 1 C DZ I I I 01 J 1s HOW 0 .OZ lila1�i�1�1>1.�1�1�.at�1.1�1�1�111.�1►1� 1�1�L1�1��1�1�1 11.1�1a1 llil.tl�.1�11.1�f_tlifl it I�.III>�1�.IIJaIIJ.ILL.I.I.Ll1>1�1L1�l�UIJ.�,�, �� 03 >ti• „,. . .. .., .-.. ,»a,..ra1...rw.r,...,e.«...».:r.�a:+aecP.,-....--..-..-'^"`�--«'►A4M11M,M.S""-_.._.__-•_.__..._-.-_ .,.>. ..,..�.;,...,....,,•,.,..,M,,, .. J:. • '.. ....,,, .- ..-. .. ,r.. 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SLAB I -- ------ ----- -------- ----- I - --- -- I I - — 1t/) I I 20(�D , I Y2" I I I--- --- --- -- ------- ------- --.- --� I +il" W1 +11" W' r- ----- ------ --------- --- 40/ oI �.--- - -- - - __ _-- - ---------- --- -- ----- - --- ----- -- -j I o 1 C14 I - I I Z 1 -� I-- --I r-- - 6 1 I 16 C) W O in I .54 14 +2'-6" ,I I +1'-3" ' I I Z W r- 19'-3r1" +1'-3" I +0'-0" D4 0 � I I 1 26'I I +1 -3' I � 1 15'1.43 3i�iz" I „ I l7" 19'-3Yz" � I I � 3W CONC. SLAB i 13%" CONC. SLAB I 1 3%0 CONC. SLAB L- -- , Z I OVER 6 MIL. I 1 2 I I I I I - ' __ �1" STEP OVER 6 MIL. OVER 6 MIL. I _ NO FOOTING VAPOR BARRIER r j I VAPOR BARRIER 1 VAPOR BARRIER a* I r- - 3% CONC. SLAB I I NO FOOTING z m V) M I , To ALLOW ' 1 1 I , I I I 1 O CONDUIT +2 -6 I I OVER 6 MIL, I 1 +O'-9" I I +0-0,. �J TO ALLOW 1 2 -� _ •- �_ I I PLACEMENT I I VAPOR BARRIER I 1 I I CONDUIT I CC �F/"1 n I 1 12 I I rn I I I I %— PLACEMENT — 1_• `� W L IA I I I I I s I I r,� / I IY DS I 12 1 i 1 +2'-6" 12 t� I I 1 I I W W i - - -F3 I W2 D4 j I 3:-9Y�° +0'-9" 13'-8-Y4 - -- I I D5 W2 I - - - I +0'-0" i 1 -- c i I I I r--- ------- U W � I I I I F3 --- ---J I `\l 1 - --r- - - I LJ4 _0 I �„ 1 i LJa,-3Vz"I � i - i i - - - -,f-- -• 1 � R-15 RIGID I OL eI _ �� I R-15 RIGID INSULATION I C7 I I G� I INSULATION 1 1 1 r "� - - UNDER SLAB i I---1 Fa I ! F i i i UNDER SLAB -- _ _ _ +6 I w Q W r t I I " 20 r — — — — - — I i i I I () I I I r — — - — — — — — — I H Z --7 � r---1 i I L__,� J I I - - - 0- L v O j ^ I - -----,---- ---- ------ Wl 1 I 1 r I w' - D4 I I 1 W i --z-------- u I i 1 1 4'-7" v We i l'-8„ I I I I I I I I v i - I I IT1 I I I 1 ! I I I I I 11'-8" W2 4,-5„ i _j 7 70Z Ln M 1 I IMI „ i 1 I I li'-4Vi in v I 6'-4'A I 16" STEP 1 i i W1 I I 6„ STEP f 1 D4 I I I W1 1 i m I L �• Oa q 1p I I I I i I i Z i I I 1 I R-15 RIGID I I R I i CU i °0 L o` INSULATION FA 1 I =C I I 1 O 1 Q ■ 1 I • 1 I I •p DE SLB I i i Z 1 L� 1 I I • 1 1C6 mc 1 I LL g" STEP In 1 I M I 1 1 I 1 1 I I / i I c� J a' 1 I I Z { I ----J i i I I I +1'-.3'. I I ��1 L_ _ _ _J O C� Q N i i i5Y„ 0 0 9 1 1 5W' D3 O {�" 1 I , - 1 -- C I j 9 I I D.3 L o a TYP. 00 I +7Vz" W J 1 1 ' Iv I 1 2'-4" I J` + • I I v I II Iv I TI i 14 i� 1 O `° 13., 1 ra 1 I I r r � p � 1 — W +3'--O" I 1 n Wt \ D3 `� I - ---- - --- ----- -S -- - - -- �+7 - - , I D3 I I' I 1 a ~ I OI I - D3W1 u) I I V -------- ---- ------ -- 11Yz3119 -6 15"' I 3t 1t 9 -6 11Yz„1 1 --`�-' --- - - --------------- - ✓ +r ,, r I I N 11'-8” 1 3'-8" I 11'-4W' I L_ Q I I i „ +3'- TOT P 0" I I I + I I 2'-7Yz" 16'-3" - 5�'ln `O ! I 13 :r 6 16'-3" 2'-7y„ I CB66 - u) 1 CB66 I I - +2'-4Y1" EXTEND WALL AS N mlw __.___ _ __ CB66 __ TO MATCH GRADE AT DRIVE ` --- _-- — — --41— [� I I +7Yz 1034" 4Vi" 4Y4" 4V4" - I - 1 4'-2" 20'-2.Y4" 3'-91/2'. 11'-6V2' L 3'-9V2" I1'-43'4" 19'-11Vz" y 4'-2" w W a I ' FOUNDATION PLAN � w 1 /4"= l `-O" W Z Ci O F— c Z_ �J ._I IJ •--� z v OC FOUNDATION NOTES FOOTING SCHEDULE U z ■� +33' HOLDOWNS AND SHEAR WALLS ARE NOT SHOWN ON THIS PLAN. ! �1 ELEVATION AT TOP OF CONCRETE --------- ------ - ------- --- r SEE UNIT FRAMING PLANS. -- -- } +20' FINISH SLAB ELEVATION FTG SIZE THICKNESS REINFORCEMENT REMARKS ,r ALL WOOD IN CONTACT WITH CONCRETE OR EARTH 6" THICK CONCRETE WALL SHALL BE PRESSURE-TREATED AND STAMPED BY AN F1 16" x 16 8" (2) M4 EW (B) PLINTH APPROVED AGENCY. ALL EXTERIOR COLUMNS, BEAMS F2 42" x 42' 14" (4) #4 EW (B) SLAB FTG � •............•• AND JOISTS EXPOSED TO THE WEATHER SHALL BE • FOUNDATION WATERPROOFING PRESSURE-TREATED. F3 54" x 54" 14" (5) X14 EW (B) SLAB FTG OX FOOTING TYPE - SEE SCHEDULE TO RIGHT F PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF — r JOB raO. F4 60" x 60" 16" (�) N4 EW (B) SLAB FTS FOOTING FOR ELECTRICAL CLOSETS ARE ALL BUILDINGS. _ SHOWN AT EACH D UNIT. ONLY ONE IS F5 24" x 24" 10" (3) #4 EW (B) PLINTH 98-'12 REQUIRED AT THIS BUILDING, AND WHICH STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING — f ONE SHALL BE AT THE CONTRACTOR'S SEE DETAIL 2/D3. DISCRETION. W1 1'-8" WIDE - _ = SEE DETAIL 16/D4 SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING W2 1'-6" WIDE - - SEE DETAIL 1/D3 S H E E T R E F E R E N C E ! m 8uld V Na 1 2 3 4 6 6 7 8 9 10 11 12 13 U 15 16 11 rVUnd0'Ibf1 PIM F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 14100 SW Barrows Rd. fl00} Ff1p F10 F6 F2 F11. F8 F6 F12 F8 F6 FQ F10 F10 FQ F6 F10 FQ F14 f I�oO} Plan» R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 1 BfP1999390174 � BOVOR" E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 1 SHEET ORDER: S U i- R E D , 1 LEGIBILITY STRIP ` 0 2 3 a 5 6 7 g 9 10 11 12 13 14 16 17 is 19 20 21 22 23 24 25 26 27 28 29 30 :t ZI I I OI 1r NONI 11 !OZ _�1;W�1�1�1�1111.�1�1�1�11a1�11tU1.�1 I LI�.W lli��.1�lLl.1��lal�l�.l�l� i!1��1il�1J ala f��aa�l�lia,�Ji 1�W�11�1�.1 °3 1,- "M11�,MT: �rv +'.Iw•wl.wlwww. y'wpwV.w+.'K'RhNM:arw.HyNw.sw+ww,Nw:.�WM.w.wn... eev�M.WMMl1'lMw.aM.+.enPrM..n'"y"W.+" .. .. wM+M++'rrrF+rarwwN. w..F•r.w wwtw.f7Alw, I I I ' I I 8 18" HEELS AT 18" HEELS AT 8 D6 THESE GABLE TRUSSES THESE GABLE 1RUSSES D6 r ------ ----- --r------------- - -- � � r--- -- --T--- --- -- - � r------------1---- 1 GABLE I RUSS 04 I GALE TRUS I I GALE TRUS j I I _ D4 A L TRUSS - -- - --- -- \ - I j L- � — - _- 4x8 HDR - I (�T I - I I CST I I r - •4x8 HDR ��. I O V) - - I fV _ . .• -- I G T— I - -- ✓ I , \ j W _ a I 10 \ . _ / 10" 10" \ _.. . // 1 O" I `�I \ I I D6 4��•U �� HEELS / HEELS HEELS \ HEELS a \ - - I HIP MASTER I NIP MASTER I Z Li 0 - _ 4x8 HDR I ' _ _ �\ .; in - - - - - / i - I 1 _ - — -- 4x8 HDR I Q �" Z I � I -- - r-- , I I 8 � _ �D6 I F=1.51K TO THIS WALL � (55; T-" _ G I _ �- _ I I• D5 // F=1 51K TO THIS WALL I I ,D6. z I -- I\{i\\ I DS I I II p�_ I`/i\'/<' I i VI -� �_ 13 f� Ln - I I W W � ---- - ------ Iu ,/ \ ----- --- --- ---- - --- - ( ---- - --- --- --- --- -� I \ - - I I W Ln n J I _ (V w �- -_ -/ 6 F-- vi I 4_x8 H��Z I \ / I 5 - \ - I c W L r- m ••• / TYP. /\ i I ` - - 4�C8 HDR cn I D5 I g v=y g \ -- .. •. I� Q O I I / I IC__y �__y TYP W L-- - I / 05 I � a �- r 5 1 I I x r I C Ln Lr' S n \ I uj HIP MA 'fER - -- -- I @) w N� I -- - - - • l HIP,MASTER I I 12 I I ♦\ � �I � I 1= // I � I� D6 Iz ,/ I o / I I 1 Lai I W /T. l a I� 11 I � I CL CO 0 mc - .� I I -- 13 \ -- - I -- - \ - - - ! -- -- I \ �--- -- --- - -- ; GABLELO ( TRU SS I I / —� — / I 13 I GABLE (TRUSS I— �� z _J D4 I ' GT I / GT I \ I D4 I I I L 3 L----------I---- --- - I ` i \� _1 L-- ---- ----L----------I � g -- ---� - I -- -- _- �-- -- 8 Q o a. D6 D I GABLE�TRUSS D T GABLE ITRUSS D6 ICY L__-_ ----_ 1 ---__---_--J L----- -___1 -_----__-_-J - TRUSS HEELS ARE 4" UNLESS U- 15" STEP 8 8 15" STEP ROOF SLOPE IS NOTED OTHERWISE. U- -- D6 D6 16: 12 THROUGHOUT . SEE UNIT FRAMING PLANS FOR SHEAR O WALLS AT TOP FLOOR, W LLJ 1 ROOF FRAMING PLAN oaOLI,[D ��® o CY 1 /4"= l '-O" ul Q I I < to ?- I� ROOF FRAMING NOTES w c� I jLm TRUSS SPACING: 24" O.C. - TYPICAL U F Q w ' k SF STRUCTURAL FASCIA - NO SPLICES 1 FB FLUSH BEAM LEGENDIj � y HDR HEADER ROOF TRI 2 � W TRUSSES GLB (,LU-LAMINAIED BEAM � j H GT GIRDER TRUSS ;--1i SPICK FRAMING Z ONLY STRUCTURALLY REQUIRED BE=AMS AND HEADERS ARE SHOWN. OVER-FRAMING O cJ AT ALL OTHER OPENINGS SFE DETAIL 5/D2 ( SEE NOTES BELOW U `= � ■ ALL STRUCTURALLY REQUIRED BEAMS AND HEADERS L��'i ATTIC ACCESS PANEL , AND ALL. GIRDER TRUSSES, HIP TRUSSES `} AND HIP MASTERS SHALL BE SUPPORTED ON DOUBLE r STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED ® BUNDLED STUD POST r STUDS UNDER BEAMS GREATER THAN 6" WIDE AND �� X IS NUMBER OF STUDS 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" 0- WIDE. FACE NAIL BUNDLED STUDS TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. SEE UNIT FRAMING PLANS FOR SHEAR WALLS AND SECTIONS. I ROOF SHEATHING SHALL BE 7/16" OSB STRUCTURAL by 2 I WITH PANEL SPAN RATING (24/0) INSTALLED WITH PLYCLIPS OR OVER-FRAMING SHALL BE 2x4 Al OC WITH STUD JOB 1,10. BLOCKING AT EDGES, OR 5/8" STRUCTURAL #2 INTERIOR WITH SUPPORT AT 48" OC TO TRUSS BENEATH. CARRY ROOF SHEATHING EXTERIOR GLUE 5 PLY DOUGLAS FIR PLYWOOD WITH PANEL THROUGH OVER-FRAMING. PROVIDE 2' x 4' HOLE IN ROOF Q8-�12 RATING (32/16); PER UBC 1994 TABLE 23-1-S-1. FOR NAILING SHEATHING FOR ATTIC VENTILATION, 7Q I SEE STRUCTURAL NOTES ON SHEET D1. SEE SHEET 02 FOR TYPICAL WOOD FRAMING DETAILS. 1 S H E E T R E F E R E N C E I Buldr,o IVa 1 2 3 4 6 6 7 e 9 10 11 12 13 U 16 16 17 Foundotion Plen F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13I Roo} had F10 F6 F2 F12 F8 F6 F12 FR F6 F4 F10 F10 F4 F6 F10 F4 F14 14100 SW Barrows Rd. RW pkm R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 BUF1999-00174 15 of 39 Beyo"01'1� E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 ao SHEET ORDER: S U F F E D , C n 11 IIII 1111 IIII IIII IIII IIIIIIIII IIII Ilil'IIIIIIIII 11111 111 IIII II 1111,1111 " I I I I I I I i I I I 11111111 .1nt1111111111 II1IiI LEGIBILITY STRIP 0 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 2J ,�p IJma.l �m b HON( 9 f03 ZI 11 OI � - .�►�llll,ll��lJ1�11 11>11�1i i11�iJ11J�111.>L�.I.�I I I I L� 11111��1J _ I_l I o I•I I�> �� t�lllJ�.l,i.�lt�_, • ,ir ,. .. - - .: tllf#MRrr1. J • A I I I Ii _ 94'-0" 4'-5V4'" 14'-10" `- - — 5_3V4 12'-3' 4'" — 22' - - --- -- -_- _ 3'-1" 1� -3" 3'-1" 12'-3" 26Y4" 14'-10" 4 -5Y4" -8" ---- ----- - -4 7 -1 ' � 7'-i'" 4" 4' 11'-tl � 11'-11" 4' 7'--1" 7"_1" 4„ I •v I I • - - —, EDGE OF PATIO IS I I a ---- -- ---- -- B44 AT CENTERLINE — - I ------ - - -I-- ----- --- � • T YP. ; f I 0844 1 _ _ I rII TYP. I II ts?, O O N - OD Q,0844 r O2x4 SCREEN WALL C1344 7 B44 �x4 cCREE,. WALL 3LCONC. SLAB .-,� � Q+3'-s" 3LrCONr. W1 . a 31h' CONC. SLAB SLAB 4SLAB w - -------- - ---- ---- --- -- 3%" CONC. SLAB 01 I <G (/�0 YzOwl " Ilb 1 -- L -� -------� r - ------- --- - - ------- - I--- --- - --- -- - - ----- - - -J cv `tr, r�. - -✓_-�--,III III1III D4+)3 -g +0,- + �1I1 pEZ +0'-+3'- � 154 15'--4 D4 W19'-3h 26 14 -7V2 27" 19 -3YWI r Q3r CONC. SLAB I 3% CONC. SLAB I Mn CONC. SLAB j I - ZOVER 6 MIL. 21" STEP STEP j OVER 6 MIL OVER 6 MIL VAPOR BARRIER _ ►rO VAPOR BARRIER TO ALLOW 3%r CONIC. SLAB NO FOOTING 3 -9OVER 6 MIL ro ALLOW m L�I CONDUIT I 3%r CONC. SLAB I I VAPOR BARRIER CONDUIT 1 Q =PLACEMENT OVER b MIL. PLACEMENT + VAPOR BARRIER _L C t2L 3'-9Y4 I I 3'-9V4" +( '-9" a, I I I I I D5 - - - ---I,-- _ _ ^ - I F3 I W2 -�--- T � �-+ -* I I ,,� I =c�- I W W _� '- 1 - I - -- 02 V 14 _0•' = I 4'-3hIL l- -J I I L _l ?i I I I - - _ _ - - W /�, 15 RIGID —- -1- _ __ I I _ I R-15 RIGID -z II I INSULATION I I I I^ I I I— I I I INSULATION I I I/ I I J 0 +4 I _ 1 _ I 1 I I , r- F 1 I I I UNDER SLAB ' t6" I _ h N UNDER SLAB i i I F4 ` I I F4 I I I I F4 I I I W 1-�-� - - -- - - v I �.U4 / i I I -- i r--J I --- 1� J I I I �----t J � r__ I � -r -- I ; i O 4'-7" v W` ----- I I W 11'-8" 4'-5" I I J L------- -- --'�' r 1 1 1 I /eD3 I �n I r,+3'-9" I I I II I o ' I II :n I D3 I I -}T_- _—_ 1 a z O'1 L W2 I I I I W2 I I I I I � I I ( � W2 I I I I I I W� I 6 -4Vi" I u7 I I in I I I I ; � I 6'-4Vi" I I I I W2 I I I 16" S TEP^ Wl I 1 ! I I I I I I I I 19•' STEP I I I I I I I I I t I I I I I I 12 1 I 1 I I I Q I I WI, j 1 16" STEP 6" STEP I I I I I I I I I I I D4 I I _ I i (W1 I Q I 1 I I i I I I I I + .,� 1 N R-15 RIGID I I R-15 RIGID I /I I I I I I I I I I Lld 1 I Z 11 I I INSULATION I I I I INSULATION I I 1 I I °' z 0 I (� J I I UNDER SLAB I I I I I O� ■ U 1 I I I I 12 UNDER SLAB I I v 1 / I I I I 1 .04 ; � _ I -- y" 'TEP I I / mc I - z I I Q 4V1„ I I `4z W 3 +1,-3,. 1 / 1 1 W 3 I r- 1 r Q OC C Q I 15Yz" ` . I 1 ; F� •i I ~ p I - — ---- — +2'_.6" I I T— N T_ - i N 9 n +9" 1 I �-- Q G') A 00 D3 ixt ui C) L--- -- ------------� +1�3 ] rYP. I 1 a0 I -41 +71•=j� wa 0 Z I 4" _� = I I v I 4. Iv I �I�� `l�, 1 T 1'1'1 I N I f'T1 = I `' 4„ 4--- _ I 3 r I - ---- - - - -----.- _ L D3 3 ---- - -- ------ , 1 I W1 D3 +4'-3" I I i [11 +1'-tOVi" I - I ---- - ------ --- - i-- I — ,c, I I 61 @ - - - ---- ---------- ------ - I 1IW 3f 11" 9'-6" — 21�i 12Vi" 3f' I1 9'-6" �15 - - 3f—t1" 9'-6" - 11 Vi" I __--- --- -------- -- -- --- - - +6 _ u 4 N L ---� I I 11'-8" I I 3'-8" I 11'-8" 3'-8' I 11'-4'/z" ( I r - N Q - -- - - --- - -------- -------- -- -- - - ----- --- ----------•- --- - - - -- - I — I 16'-3" 5„ I I I I I I I 13" :t +_� 16'_.31, -1V" t'-7Vz" +3 -7V," EXTEND WALL AS NECESSARY I I / CB56 -J 'n _C966_-J CB66 I I CB66 CB66 — I M — TO MATCH GRADE AT DRIVE ------`-- -- I --- +7Y" - 10 '4" 4 V4 I-- 4Vi" 4 Vi" _ y'/4' L_T 4' 20' 2V4" 3'-9th" 11'-6Vz" 3 -�Y=2" 11'-6" _ 3'-9V1" 11'-4i'i" 19'-11V2" _ -- -- 4'-2" Z U-.: FOUNDATION PLAN 400 Li LeW Q > w Z [� J z ' ■ � U z I �J FOUNDATION NOTES FOOTING U z � ' G +33 '� ELEVATION AT TOP OF CONCRETE HOLDOWNS AND SHEAR WALLS ARE NOT SHOWN ON THIS PLAN. SFE UNIT FRAMING PLANS. +20' FINISH SLAB ELEVATION FTG SIZE THICKNESS REINFORCEMENT PEMARK r1 ALL WOOD IN CONTACT WITH CONCRETE OR EARTH --- - i 6" THICK CONCRETE WALL SHALL BE PRESSURE-TREATED AND STAMPED BY AN Fl 16" x 1F" 8" ('2) #4 EW (B) PLINTH p„ APPROVED AGENCY. ALL EXTERIOR COLUMNS, BEAMS -AND JOISTS EXPOSED TO THE WEATHER SHALL BE F2- 42" x 4?" 14" (4) �!4 EW (B) SLAB FTG •..............• FOUNDATION WATERPROOFING — O• PRESSURE-TREATED. F3 54" x 54" 14" (5) �t4 EW (B) SLAB FTf; X FOOTING TYPE - SEE SCHEDULE TO RIGHT PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF F4 1" f --- doe r�o. 60 x 6C 16 (5) #4 EW (B) SLAB FTS FOOTING FOR ELECTRICAL CLOSETS ARE ALL BUILDINGS. 98^�Z SHOWN AT EACH D UNIT. ONLY ONE IS F5 24" x 24" 10" (3) #4 EW (B) PLINTH v REQUIRED AT THIS BUILDING, AND WHICH STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING - --- G 'E SHALL BE AT THE CONTRACTOR'S SEE DETAIL 2/D3. W1 1'-8" WIDE - - SEE DETAIL 16%C4 DISCRE110N. SLOPE EXTERIOR SLABS 1/8 /FT AWAY FROM BUILDING W2 1'--6" WIDE - - SEE DETAIL 1/D.3 S H E E T R E F E R E N C E ! _.�_ 9�icf�p No, 1 2 3 4 6 6 7 8 9 'b 11 Q 13 U 16 % 17 Foundalbn Plat F9 F5 F1 Fll F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 Roof ROM F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 14100 SW Barrows Rd vl Roof Pbo R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 P.5 R2 R7 BUP1999.00174 16 of 39 9 mvC>!110111 E3 E2 E1 E3 E2 Ek E3 E2 E2 Et E3 E3 E1 E2 E3 Et E4 ao HEET ORDER: S U F R E D 6 7 :IItIIIIIIiIIIIIIlitllilil n illilillllllll n I11I1111!Illlllilllilll!II U IIIIIIIIIIIII'I!!III!I'illllllll!IIIIIIIIIIIIIIIII�11'I"Illj!t _ - LEGIBILITY STRIP O 1 2 3 4 8 9 10 1 1 12 13 14 16 17 18 19 20 21 2'2 23 24 25 26 217 29 29 30 -TI �7 rt,sl CT SII I I OI J b NONI 71 OZ �I 111J��il�1J11 ►�>11�1�1�1.�1�.! �I.f�ll► Ll. l�lil ,I IOF J -. ., .. . alr.'NMMM.•MiM1�BiYFf�YIM!'A6 - 0 1114, -.. .1 OW w'•gKn+k+r rY„w"w-'"!,Ww '!1R'�1MP.RwVNi"rpsM14"!.-.- - w�a�• i,. �. - ""-ems'.+klF�41Y!�-�+• M•� (y .lyse.Ma+MIMPMr�1 !M ,�MI�MNi!!M•.lilf�+'! 6MM'•M� . .. .. ,. .: y,*^rw*A*t"R•r ,. ,.. ....,....»».....,•.,a..,,....»..."..,.,..,-.�,-•-.,.,..,,"......y,+�......-a.,.+...�.....»+�...rs...w....... ......„ „r"+..!•w,•�,.........+••ro....,�»....w+.MT..-...,,. ,.�.-- .. .. ..� .. _ .. - � 47aly ,. _„ .., .. ,. EMItl'Rbef!M'r�l�/S�F'tl•+,e'em..+M•. _...w++,•„"� ._ ,._.. I' I I I r /3 18" HEELS AT 18" HEELS AT 18" HEELS AT THESE ABLE TRUSSES THESE GABLE TRUSSES THESE GABLE TRUSSES D6i - - - -- - ------� ------ ------- - r --——————— T ---�--- --� r----------T--- --- -- � r--- _ ___ --————— r —--AS _ F-------------1 — —GABLF TRUSS I GALE TRUS I I GABLE TR� SS I I \ / -D4 GA LE TRI GABL TRUSS G4 I / 4x8 HDR I GT I I I I I GT I I GT _-- I _ 4x8 HDR J c � II JINJ ¢ O ': y •� - --- \\ I AD O O t t r cY I 4 Ior ON 12 0 J Li c� h HEELS \ r HEELS II HEELS / HEELS HEELS `+ HEELS I`-+ --�-_-- _� A�l - \ - i 1 i Q \ 1r �I HIP MASTER I }'Y/ \\ -/ \ I I `�� l4n --- -- - -—_ ` I HIP MASTER � V) _' \• I l I �'' 1 \ � Z I 4x8 HDfr l --- ---_� r - --- N I W 8 I 'T \ (, 5 - - - i y i - 4x8 HDR I Q D6 I =I 5!K TO THIS WALL \ \ p5 � 1 1 ( -- ----- -- - � --- - - - - ---- 1 ' I 8 h _Z L+5 �� F=1.51K TO THIS WALL I I p6 V) Z O cr 10 �;.� V' -_ I m M -- --- - I a ( ;1 5 Q i W I LJV) � I ---- - - - V1 , 11 ♦� I I W n V, ILn 4x8 r5 _ D� �� 5 I I D5 4� HDR / \ I r- mZ, TYP _ TYP. 9 I I� - - S A Q Q 5 D6� I ,' I I ,L ; ; I s J 1 I - — --- -- I D6 I = I HIP MAS fER W J1J ; HIP MASTER I W - - --- — I I J 1 , 12 h•, II I i I I D6 N I N I ' � it J I i� I 4 W �-- ►�I I it i i� /� I I Z iQ 1 1 cr 1 41 I �T I I iT I< T a Ln I6. I 1 i` � I a I1 i' \ , --- —I -'� 0- OSS v ( I "w` r-- - --- --- ---1 /• T} E \\ ►� II �i // �' \ I� // \ \ III -- --_ _-_` _ _ I I I v I I ,r I v i I v i -1 I 1 mc 1 13 I , GABLEI TRUSS - - L__ ---- _ -- - - ---- GABLE ROSS -- D4 13 I ———— --- 1 Iqr 1 1 ,� GT I \ I �� GT / GT I E IT I Z GABLEITRUSS GAN EiTRUSS 5 I GABL(TRUS'S D6 < o tm D6 L---- -----1----------J L------- --_� - --- 06 " cv co J L_____ ____1__________J TRUSS HEELS ARE 4 UNLESS �8 8 ROOF SLOPE IS NOTED OTHERWISE. LL 15' STEP 15" STEP 15' STEF' _ Ds 6: 12 THROUGHOUT SEE UNIT FRAMING PLANS FOR SHEAF U— WALLS AT TOP FLOOR. O ROOF z D FRAMING A.M I N G PLAN uMDL�DOI C@ �]�n a �]0 O ry a u In Q I 1 ROOF FRAMING NOTES TRUSS SPACING: 24" O.C. - TYPICAL Q L W I SF STRUCTURAL FASCIA - NO SPLICES w LEGEND FB FLUSH BEAM 11 �, (� _ 11J HDR HEADER Q > ROOF 1PUSSES J uj Z GLB GLU-LAMINATED BEAM f �_ 2 J � O 0-7 STICK FRAMING � u,I ■ GT GIRDER TRUSS Z ONLY STRUCTURALLY REQUIRED BEAMS AND HEADERS ARE SHOWN. OVER-FRAMING � L AT ALL OTHER OPENINGS SEE DETAIL 5/D2, SEE NOTES BELOW --� u Q ..� z (rj ALL STRUCTURALLY REQUIRED BEAD,-: AND HEADERS ��<� ATTIC ACCESS PANEL 0 v ~ 1 AND HIP MASTERS SHALL ALL GIRDER SBEISUPPORTEf ON DOUBLE P TRUSSES le j3 STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED ® BUNDLED STUD POST STUDS UNDER BEAMS GREATER THAN 6" WICE AND �J XIS NUMBER OF STUDS S f 2 BUNGLED STUDS UNDER BEAMS LESS THAN 6" r` r WIDE. FACE NAIL BUNDLED STUDS TOGETHER W'TH (2) 16d AT 12" O.C. TYPICAL. 1 SEE UNIT FRAMING PLANS FOR SHEAF WALLS AND SECTIONS ROOF SHEATHING SHALL BE 7/16" OSB STRUCTURAL N 2 2 S (L WITH PANEL SPAN RATING (24/0) INSTALLED WITH PLYCLIPS OR OVEP.-FRAMING SHALL BE 2x4 AT 4" OC WITH STUD BLOCKING AT EDGES, OR 5/8" STRUCTURAL r ') INTERIOR WITH SUPPORT AT 48" OC TO TRUSS BENEATH, CARRY ROOF SHEATHING EXTERIOR GLUE 5 PLY DOUGLAS FIR PLYWOOD WITH PANEL THROUGH OVER-FRAMING. PROVIDE 2' x 4' HOLE IN ROOF 13 l RATING (32/16); PER UBC 1994 TABLE 23-1-S-1 FOR NAILING SHEATHING FOR ATTIC VENTILATION JOB h1o.2 SEE STRUCTURAL NOTES ON SHEET D1. SEE SHEET D2 FOP, TYPICAL W000 FRAMING DETAILS. 98-12 t S H E E T R E F E R E N C E Br,/dFtp No. 1 2 3 4 6 6 7 8 9 10 11 12 13 14 16 16 17 C) Fou dalb Ph F9 F5 F1 Fll F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 14100 SW Barrows Rd. mw Ffat'- F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 FIG F10 F4 F6 F10 F4 F14 BUP1999-00174 . pDO�f Pbr R5 R3 RI R6 Rd R3 R6 R4 R3 R2 P5 R5 R2 R3 R5 R2 R7 17 of 39 E6vCIIM E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 010 SHEET ORDER: S U E R E D LEGIBILITY STRIP o 3 a s to if 12 13 la IF 17 e Ig 2U ;_I 22 23 24 25 2e 27 2e 29 ao Qmm.i cm r 'i y NONt s IOZ II 11IIII'I1I � � � � � �O�I� � I'I III1I'I'I'I � � �'I'I II'�II _.�JJ�J,�i11111�U�dJ�JJ.IJ II l ili.luJ i11 U11111 WIIJ�4aJ.l.{�t �+ 1 I i 'II''II OZ �i 25X ,,,, , -r^M-,•,•d•...,.>,-.raxrrmsrx -•^"".•M.a.N0 11 a Rim AVM� .. _ wpm, - . . ... I ,c, `-1 I i _ 94'-4" L''-8' 4'-5V4' 14'-10" 26Y4" - 12'-3" 3'-1" 1�. - - --- -----__- --- ------- ---- ----- ------. 14' IU" 4'-SY•" 8 4" 7'-1" --- — 7'-1.. 4" 11'-it,. 4.. 4' 4" 7.-1,. 7.-1.. 4", I 1 1 EDGE OF PATIO IS AT C- ------ -- WALL CENTERLINE _•_-.--- _-_ - --1-_-. 1 C844 TYP.---- - - - - - - ----- -- --- I t TYP. w .� a -- - -- -- - -- ------ ---- -- --- --- _ =41W,,�" O -- -------- �-- ---- ------ - -- I , O 3W CONIC. SLAB :'x4 SCREEN WALL C6144 'I I ,-1 ?x4 SCREEN WALL CB44 I I .-t 2x4 SCREEN WALL I I� I I �� I I M •�+ I I � 0 1 33h CONIC. I I 31h CONC. I3Y6' CONIC. SLAB L 1 W 01 00 / I =4] 3lh CONIC. I I SLAB I I SLAB w I I w1 h- ---- I I -- --- -- - - - - - -- -- --- SLAB I I I 20 �2 -2p" --- - - - - - -- - - -- ---- Lo II_ §� 1 - ----- --- - -- ------ I I Wl I I tll" I I (WDtll, I I 1 -- V) r?6' 16 L 16 `� 19'-3V2I I +1'-3" 15'-3Vr" 1 15'-4" t5'-4Y:" L+ -3D4 I I WI 19'- 31�" 1 I '�� 3lh' CONIC. SLAB I I I --- - i _ - If i --- 3Y� CONIC. SLAB -- - Z _ , 3Ni CONC. SLAB I I I I L_ _ -, i �' OVER 6 MIL 12 OVER 6 MIL. I 1 OVER 6 MIL : I . T--- ~ Z VAPOR BARRIER I I I Q I^ NO FOOTING; r. VAPOR BARRIER I I I I c I I VAPOR BARRIER NO FOOTING I r (A x ✓� I I TO ALLOW D5 1 I I "'t" TEP +0'- 0' I I +0' 9" ' ; 3Sh" CONIC. SLAB I ' 3L�' CONIC. SLAB '-' 1 TO ALLOW ; Z J I M 0 I CONDUIT �--,_.1 11 I I : r �� CONDUIT I _ 1 PLACEMENT • I I DJ • Q I I I I I I OVER t MIL. I I OVER 6 MIL. - rn rn I I I PLACEMENT r. __ 12 ! I I I 1 I VAPOR BARRIER I I a' VAPOR BARRIER I I r _ W I --oo�� W2 �' I I r--- ' -_8Yi+� I +0 9i=7Yi"+f 1 +0=9'` 3' Vi" I I W • L --- --- - - --- - -1 -I I I W2 F3 W . I I I I .I I I I , I I I - - J --------- No- -- T 4'- 3V:,' I ; : 4'-1V2 _ I I 4 -0' > a W � R-15 RIGID I LJ I I IJI I i I I - I F3 I I I I L J R-15 RIGID - - L+�- INSULATION I I _— J+6" UNDER SLABI I 1 INSULATION I 1 1 C4UNDER SLAD "' I Q n N 1 I I r - - M- - - - - I I I F4 I 1 I I I F41 1 I I F4 I 1 - - - - - - W _71 - I I L-- J, I W r m- - --------- Wl I I "T - . IL-- 1 r-__J __ r-__ I-1--- - 1 , Wl D4O ciWL l'-8" I I I ! I I I I I I W2 � I W- ----- I I I I ' ! II1 II il -8" `* 4'-5I2 -6" rr -- � --- --- ---� 0 ;n D3 I I I �n I 1 I D.3 I I --F- io zI I W2 I I I � : I I I 1 n : I II L --- ----I I .IO �`? I I W2 I - I5�-4VeI I 'n , I I J I �,�+9liii6'-4Y• (wiI I I I1 ' I I I I � I mI I I 6" STEPI t I 6^ STEP] 126I I I9" STEP I 1 I 6" S iEPI Q� I I R-15 RIGID Co I t- I I I �� I I I 1 INSULATION I I I I I I I 4 r» I L1 I I I I : I I I 1 I 1 p 1 �� r12C 1 I UNDER SLAB V51 1 I I U ap z I U ) I I '* I I I a I I v 1 1 0. V U I -6r. STEPSTEPr �1 nn _ o- mc 06 I I I I +1'-3" I I � I I + 1'-S" � i I 47 Q 3 - w s I 1 3 I Ir - - I I I I I �� O I I W p I i r 3 G Lm p '- 5V2"; ' p I I I ` - -�_ ' ° --*-- _---- I ^ I I I , — +1'_3.r I 9 O I 5 Vz� I +1•-3" I I I I I V I � - - - ll �ro TYP. I 3 I 41 Q I i , r n � +�'N.3,r i - � �- -- -------- - ----J f-7 - �-------•--- -•- J --------- - - -- J __ � - 1 4_ , �' I T I I I a I4) LL r� 4Y7 I o 3 : r I I 4 IrII , r T] !N I D3 �1 0 �C =- 4 L —_.-. ____ __- — --_ — — _ �� q — ---+6" WlD3 I 1 +71hr. 12 II - (3 Wt � I — r+7Y" D3/ LL L - ------- --_ -_-- 114" 9'-6" D3 11 13" +1.-3.r I 15 9 -F" 11 13" I 15r. ._6rr 11 13" ''-11r/2" ! ----- - -------------- - - J I +3'-0" U u 777 _ I 11'-4Y2" I 3'-8" 1 11'-8" I 3'-8" I 1i'-8" I I N - ----- ------- --- - ---� — — I - ----- ----•---------- - - -- - - -- -- Q I I I I +3'-0" ''- i I I I 5' 16'-3' IJ I CB66 I �n ,,B I �' a I - __ - 866_ �__---_ _ __ ---66- I _J+2 - =4Vz" - - — -- EXTEND WALL AS NECE5SAR1 2' 7112 16'-3" - 13„ +7112" 4Ye„ - TO MA ,RADE .4 _ 4Vi" dYe' `* 4Y•r. 10�'e" MATCH � T DRIVE -10 4'-0' --- --- 19'-11 112" 1:'-6V2" —_ - - — — --- --- --- � 11'-4•Yi" 3'-9vz" 1�'-6V2" 3'-911;" i l'-6Yz" 3'-9v2" 20'-ZVi" 4'-2" 94'-4 —�---- z FOUNDATION PLAN o MOI�DOC�� w 1 /4 1 0 Lo Q J �,J W � � Q , ort FOUNDATION NOTES FOOTING SCHEDULE U ELEVATION AT TOP OF CONCRETE HOLDOWNS AND SHEAR WALLS ARE NOT SHOWN ON THIS PLAN. - - ------ - ---- ------- ------ ,! SEE UNIT FRAMING PLANS. +?_U' FINISH SLAB ELEVATPJN FTG SIZE THICKNESS REINF�jR.CEMENT REMARKS 1 �� ALL WOOD IN CONTACT WITH CONCRETE OR EARTH 6" THICK CONCRETE WAIL SHALL BE PRESSURE-TREATED AND STAMPED BY AN F1 16" x 16" 8" (2) X14 EW (B) PLINTH --� APPROVED AGENCY. ALL EXTERIOR COLUMNS. BEAMS - -- - —` AND JOISTS EXPOSED TO THE WEATHER SHALL BF F2 42 x 42" 14" (4) #4 EW (B) SLAB F-rG ..............• FOUNDATION WATERPROOFING � ox PRESSURE-TREATED. F3 54" x 54" 14" (5) 1y4 FW (B) SLAB FTG FOOTING TYPE - SEF SCHEDULE TO RIGHT PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF Joe rto. FOOTING FOR ELECTRICAL CLOSETS ARE ALL BUILDINGS. F4 60" x 60" 16" (5) k4 EW (Bl `,'LAB FTG -v SHOWN' AT EACH D 'JN!T. ONLY ONE IS F5 10" (3) p4 EW (B) PLINTH _ 98-12 REQUIRED AT THIS BUILDING, AND WHICH STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING ONE SHALL BE AT THE CONTRACTOR'S SEE DETAIL 2/D3. Wl 1'-8" WIDE - - SEE DETAIL 16/D4 DISCRETION. SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING W2 1'-6" WIDE - SEE DETAIL 1/D3 1 - - S H E E T R E F E P E N C E r BIJ&Q Na 1 2 3 4 6 6 7 B 9 10 M V 13 U 16 16 17 0 FOlf11;kMm Plm F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 FY F3 F5 F9 F3 F13 %of Ftcnft 1`10 F6 F2 1`12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 14100 SW Barrows Rd SUP1999-00174 N Roof PIQx R5 R3 Pi R6 R4 R3 R6 R4 R3 R2 R5 P5 92 R3 R5 R2 P7 18 of 39 Save"" E3 E2 E1 E3 E2 E2 E3 F2 E2 E1 E3 E3 E; E2 E3 E1 E4 ao SHEET ORDER: S U E R E (J f. I.FGIBII_ITY STRIP ` c 2 3 4 G 6 7 e 9 10 it 12 13 14 16 17 18 19 20 21 22 2J 24 25 26 27 ;.e 29 30 I I I OI ca J NONI t IOZ ��l l►1�.� ,l�J llw l L 1J 111�J•�1�J�l r1Ll.>.Ltwa��1�1t1�I�la.�111� �I�l�L1 I � J t l ILIJIL 1 libjj ujjldl i 1 111.1.11J_1J tla.l.t�l.1.Ll. '�1li'),�.1�.1.►1lj i Oz �1�11.1 1.L1>•LI.I.�1�1.�1�.�. �+ .. ,- ,. .. _. ,. .. ...^wlklw+. ,.,, .y...awM, �+�.n�.�rnw_r.�n+.�.r K�a...r.�r,•.....,^�.c•�a......r..,- ,.rm�Ywyn"... ,..w+w.n�r•.yw�+..a�wr«,.w,wmm."wMrr ...+tt+ n+..n....«..-..w.....-.1 ... .-..... .M.-.m. -•--+--grrr„......o.....-..-...'..........+...,n..... ,r.....k.. ...,...." ..,,..bw«.1-..."-.,,.....«...,.•,►...r....+«+rMf,yr,w..w«+r.IW+..nMwwM+nMV!'uM y).. 1, V NN I 8 18" HEELS AT 18" HEELS AT 18" HEELS AT �8 DE' THESE GABLE TRUSSES THESE GABLE TRUSSES THESE GABLE TRUSSES � D6 / --- ---- 1----------- - -- ----------T--- --_ - _- f ----- -----T---- -- -- - - - ---------T--- ------ 1 I GABLE �RUSS I GABLE TR�JSS GABLE TR� SS N I GABL� TRUSS I D4 ! I I I GABLE TR SS 13 D4 I I - -- --- ---- - --- I -- -- 1 I - -- -- I -- - ----�- - - ---1 I -.— -1 i 4x8 HDR I •� �I I r I - I I GT I i -4x8 HDR \ I I I 1 GT _ �T O .,: V) y1 17 � W �1 10" ~\ gfit� s/ 10" co 10" ! co ' �� ,' ✓/ F110 10' r•y 10„ cn 77F*a\ I - �� ` _ HEELS \ 4 r� / HEELS HEELS `, �r ' j •, /, ` r� b EELS I 1 HEELS HEELS a I HIP MASTER V. I HIP I lJ MASTER I cr j f , IQ I 4x8 HDR W I 8 I �+ - \ J �_ _:1 I i I .. -- -- - I i — 5 �/ -_ - ---- — I D I r, Q Z } � I � �.."�,- H iY D6 I I I F=1.51K TO THIS WALL \\ D5/ - - - I { I I \ D5 �� F=1 51K TO THIS WALL t I 6 • - I _ I D m = 0 In lO I 1 1 10 I �\i I// I O J = (n < I �DSi I D5 I �i�>/I I I �� y Q P- f, - --- �G'+�'��Il —• I p 5 I I Ic__ 'I I �' C 3 L V) I W I � \ I _j LLJ W I I _ I I ul V I 4x8 Nhn / I DD5 I I � I \� 1 i I 5 ' I 4ix8 HDR j VV) _.. _. Q P W .t I �.y. — --- .�-• - r I i I I i\ I I D 5 I i\ D5 ---~* ----N .�L -.� I cn w Z P cr TYP. I \\ I I� 1 _� -- - ¢ - - y ¢ ICJ TYP. a \ I I`- o L- - - � 5- �� I � �� V, - \ —1 � L I �: \ ( 5 1 ti _j D6 - - 06 I ! I - J (L I - j — \, _ - -- - CL W I � 1 � � -7 = I HIP MA�(Ek Cob / HIP ,MASTER I W I I I i I ♦• I �1 � / I I Dti I _ 'a1 1mc --- - I I I 10 0-6 Y GABLEI TRUSS I GT ` I GT - -- i 13 1 GABLE TRUSS _ L------ --- - ---- ------I D4 I // I _L_ i' I \ // ' I GT I D4 L_- ---- ----L--- ------- Z i L_ I _ I I Q - &M —;-- GAB E�TRUSS GABLE'TRUSS GABLE TRUSS Db 06 < o Ube __-- J L--------- 1---- ------J L-------- 1------- ---J L------- - -- L----- U- 15" STEP 06 6 15" STEP 1 TRUSS HEELS ARE 4 UNLESS O ROOF SLOPE IS NOTED OTHERWISE. 6: 12 THROUGHOUT SEE UNIT FRAMING PLANS FOR SHEAR O J WALLS AT TOP FLOOR. Lv a U ROOF FRAMING PLAN oVOL�DD0�® Ca, 9 T7, co I I i I I— Q Z W �.i � 2 ROOF' FRAMING NOTES (,� c) U TRUSS SPACING: 124" O.C. - TYPICAL Q > SF STRUCTURAL FASCIA - NO SPLICES � Lu � � � LEGEND FB FLUSH BEAM > Z J HDR HEADER -_ ROOF TRUSSE, GLB GLU-LAMINATED BEAM -.J 0 GT GIRDER TRUSS � � STICK FRAMING U J ►- ONLY STRUCTURALLY REQUIRED BEAMS AND HEADERS ARE SHOWN. TI OVER-FRAMING = AT ALL OTHER OPENINGS SEE DETAIL `/D2. SEE NOTES BELOW Z ALL STRUCTURALLY REQUIRED BEAMS AND HEADERS t` L < j ATTIC ACCESS PANEL AND ALL GIRDER TRUSSES, HIP TRUSSES �--� AND HIP MASTERS SHALL BE S"PPORTED ON DOUBLE STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED ® BUNDLED STUD POST STUDS UNDER BEAMS GREATER THAN 6" WIDE AND OX X IS NUMBER OF STUDS 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" WIDE. FACE NAIL BUNDLED STUD-) TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. SEE UNIT FRAMING PLANS FOR SHEAR WALLS AND SECTIONS. IOB r1U. ROOF SHEATHING SHALL BE 7/16" OSB STRUCTURAL N WITH PANEL SPAN RATING (24/0) INSTALLED WITH PLY'CLIPS DR OVER-FIi4MING SHALL BE 2x4 AT 24" OC WITH STUD BLOCKING AT EDGES, N 5/8" STRUCTURAL WITH INTERIOR WITH SUPPORT 4T 48" OC TO TRUSS BENEATH. CARPS T'OOF SHEATHING 98-12 EXTERIOR GLUE 5 PLY DOUGLAS FIR PLYWOOD WITH PANEL THROUGH ( VER-FRAMING. PROVIDE 2' x 4' HOLE IN ROOF RATING (32/16); PER UBC 1994 TABLE 23-1-S-1 FOR NAILING SHEATHING FOR ATTIC VENTILATION SEE STRUCTURAL NOTES ON SHEET D1. SEE SHEET D2 FOR TYPICAL WOOD FRAMING DETAILS S H E E T R E F E R E N C E 8 Aft Na 1 2 3 4 6 6 7 8 9 10 f1 12 13 14 16 16 17 FajKb1b11 PIQ1 F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 Roof FMMhg F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 11100 P1 Barrows Rd. PE BUP1999-00171 Roof P11" R5 R3 P1 R6 R4 R3 R6 R4 R3 R2 R5 P5 R2 R3 R5 R2 R7 19 of 39 c E3*VC oro E3 E2 E1 E.3 E2 E2 E3 E2 E2 E1 E3 E3 E1 F2 E3 E1 E4 #12 SHEET ORDER: S U F R E D ' K I nm� �i cm 5 6 7 8 9 10 1 1 12 13 14 11111116111 IIIII17 111f�16111 IIil19ll1 112211 1121ii1 ! 221I !Ill�lli! lill lily;llil'lili�llil1l!II�IIII.IIIIIIIII��III�'II�i111!;I111� LEGIBILITY STRIP o 2 3 a 23 214 25 26 27 28 29 30 I MON I�OLV Ot z11 W,IJ.t.l11�, 11�1.�111�I I, I I I] t1,��1111�.►,111�1 b Mom.wr" Fe M KWR 0. 1.10 1 o"" - -Nomol oil Wo kiI.000 r l G is 94'-0" 5'-3�'i" 14'-10 1 ¢ Q � -6" 4'-5Y4" 1 '1'- 10" HY4" 12'-3" 3'-1" 12'-3° 3' - — 12 - -- ---- — — `r4 3.. 4. " 8.. _ 4' 7'-1" 7'-i" 4' it -11' 4' 11 -11" 4" 11'-11" 4" 4" 7'-1' 7' 1" 4 O O EDGE OF PATIO IS AT I ( I =., - fs W CO I � - - - - - - -- - - - -- - - ----- ---- I CENTERLINE ' r— ----- - --• _ � . ~ C844 I ' z =� _� I C844 TYP. I I TYP. V) I - ---- ---- �I 1 - :x4 SCREEN WAIL _ CB44 I .+-2x4 SCREEN WALL CB44 I .+2x4 SCREEN WALL CB44 'L i 3W CONC. i i 3W CONC. ' i 1 3% CONC. � i I �, ' W1 3W CONC. SLAB -4 I SLAB ' ' SLA ' I 1 _4 3�1 CONC. SLAB W1 H I I B I I SLAB I O W -- --- - - - -- -- - - - - - --------- -- -- _ - - I I I I I r -- ----------------- ------ - --------- I , __--- -4 GI I _4 I ► �` -4 I ------- - ---------- ------- -7 � � Z ---------- -- - _ �--- - - _ -1 w t I I W1 Da I r-- - f- 1 +0'-� I f- - - _- ---- - - ----- --- - — -- ----- -- - I I 1 c = O L 1 I 16 L- --� r- - -- - --- - -- --- ------ 1 r --------- - - - --- -- -- _ r --------- -- - --- - - --�_o J " 6I � zm VLn +o-o" 1 w1 +o'-cI I + ; -_� I ,Q 19'-3V2 _ �6V21 1 _ 15'-4' I I� 15 -4" _ I I 15'-0"_ 4 26 V." 19'-3V" 04 `n — —— i 3W CONC. SLAB 1 I —ITT— I I — i I i i Mm CONC. SLAB I L——— � � � -- -F I = OVER 6 MIL I 16" STEP I � � I ' I I NO FOOTING VAPOR BARRIER I I I I I 6" STEP I I OVER 6 MIL =9 1 W 1 1 t I I I I 1 VAPOR BARRIER n NO FOOTING j V 1 TO ALLOW I I I I I I I I 1 CONDUIT c� ��0" 1 • r » TO ALLOW 1 �—}L— 31� CONC. SLAB 1 ' 3102 CONC. SLAB I ' M CONC. SLAB 1 0 > Z PLACEMENT 1 I 1 I I I 03 CONDUIT = 0 ul W I I OVER 6 MIL. 1 OVER 6 MIL I I OVER 6 MIL I I PLACEMENT 1 r" i I 1I I I VAPOR BARRIER I I VAPOR BARRIER I I I I VAPOR BARRIER 1 1 I 1 I I 1 ' I Q � J N I - - -, - Da L� 3 -8��" I -� 3'-7Y4" 1 1 6 ; - - - +o'-o" '- W It F3 -r-- ---1 _ --",I I I I - w2 Lr - -� F3 ---- ----•I1 ---- Q p 4'-311. 4'-1'02 3'-7102" �J _ 5 --- W I r--_- r- - - _ - - - R-15 RIGID j i 11 ._ LJ i I g IJ i I �* L_1 I I R-15 RIGID - - �' - - -L-----� 1 INSULATION I I 1 �- --1 I I 1 I 1 —I I j INSULATION 1 G r- 1 _ _ UNDER SLAB I I I I F-1 11 I 17 I I r 1 I UNDER SLAB I I 1 I I I I 0 F - - - - - - - I I I ��/ I j I F4 I I I F4 I I I I I F- - - - - - - 20 I I, I --W-2- ' ' rII --JII I, Ii ,I11' 1'7,D4., 7- 4'- 4'-5" 1 4'-D5a" I III i. -,0 O I I pp r _ --- +- U-) _ ,,D 3 1 1 I in I 1 1 I 1 I 1 I 1 W I 1 I " I W2 I 1 I W2 I i I I I 1 1 w1 I 6'-4Yi O - I � � � ' I u� I � 1 I 1 I I I 1 I 1 1 O 1 1 I I 11 1 I I m I I I 6' STEP I I E:" STEP I j 6" STEP] I , I 1 I Wi 1 1 I t l I D4 I I I I �Wl co CLmc I I � I 1 I I 1 I ----�• I I I I I � I I I I S I I I I I I 1 I 1 1 I z 1 U 1 I I I I = I I I I _ 1 I I 1 6" STEP � I I I �-. I I I R-15 RIGIDoo Z ' • 1 I I 1 I �— I I INSULATION I 1 I I I O I Lx w U i i i I Da I I i UNDER SLABIt o OC -V I I < !I i i I r- I I I I I I I I 19 1 1 w U 1 I +0'-0" ' I w `C I +0'-0" 1 1 w p _ N i D3 I o 5Y2'11 I I o 5W-1 1 I 9� o =~` SY2"1 - 1 - LL z ` F- +6 I - 3 I I N C oo +0'-0" I - - i N 'C O +0'-0" 1 I ID3 N 00 12 i '_ I -- j +6" j Z - I p I it _ 1 -- -- -- D3 J I t5 I I N I 0 O rJ -- - ------- - - - L-- - ----- - - -- ------- - - - _— O � I I Q Ln 4" n r 1 r——1 r, ,, I ' D3 J ° ' ,L !t 1 Q 1 1 1 -7Vi 1 !',* I � T' I cv / N 2 -4.. 4" I � � oo I 7Vz I -71'`x" e I 1 I . I O - _ , T I I , I I --r- +0'-0" O M' I 3 io `� —_ ------- - - -- - L- ---- ------- - -- - - L- -- ------ - ---- - 3 I Wl D3 I I 12 1 I I I iG I I +6" D3 . yyt -iv2" is I I --------------- -----r' - j 1 lilxi' 03 9 -6" 11 113" 2'- 7" 1 15" 9'-6" 11" ' 113" 1 -15" 9'-6" 11" 113" I I ----- -- �=-- -------- - -- J +6" i I — I I - cv I I ———— — — ———— —— ——— ————————————— — — �D — —— —— + -1102" 1 � 1 i 1 � i I -- ------------- --- ---- �}. 2'-7102" 16'-.3' 3 11'-4Y2" "� I I I D3 1 4'-oYt" 1 1 0 16'-3 2'-7V2" LLQ CB66 I 1 �B66� �' �C866� I I ---- — C866 ` -__-_Jl — �- uj 4Y4" 4Y,'��, 4Yi" 4Y4' 4Y+" 6Y4" L� '{'r - I Lm i 4'-0" 19'-11 W, 11'-4V4" 3'-9Y2" 11' -6V2" 3'-9Y2" 11'-6Y2" 3'-9Y2" 20'-2V4" 4' 7" J - —-- 94'-0" -- - --- - * _--- Q w LSI z r) 1 , N FOUNDATION PLAN §U0L99N@ 97 Z� . 1 /4"=1 -0' C/) :-> J H � Z I, (J U `_ c � r } Q FOUNDATION NOTES FOOTING SCHEDULE �3 ELEVATION AT TOP OF CONCRETE HOLDOWNS AND SHL4R WALLS ARE NOT SHOWN ON THIS PLAN — JOB "0. SEE UNIT FRAMING PLANS. ��-�� +20' FINISH SLAB ELEVATION FTG SIZE THICKNESS REINFORCEMENT REMARKS ALL WOOD IN CONTACT WITH CONCRETE OR EARTH F1 16" x 16" 8" (2) ,y4 EW (Bl PLINTH 6" THICK CONCRETE WALL SHALL BE PRESSURE-TREATED AND STAMPED BY AN APPROVED AGENCY. ALL EXTERIOR COLUMNS, BEAMS F2 42" x 42" 14 (4) #4 EW (B) SLAB FTG •........ •••••. FOUNDATION WATERPROOFING AND JOISTS EXPOSED TO THE WEATHER SHALL BE PRESSURE-TREATED. F3 54" x 54" 14" (5) #4 EW (B) SLAB FTG X� FOOTING TYPE - SEE SCHEDULE TO RIGHT PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF F4 60" x 60" 16 (5) #4 EW (B) SLAB FTG S H E E T R E F E R E N C E ALl BUILDINGS. F5 24" x 24" 10" (3) #4 EW (B) PLINTH Bhp No. 1 2 3 4 6 6 7 8 a 10 11 12 13 14 16 16 17 = STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING - Fa11dati011 Ph F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 14100 SW Barrows Rd SEE DETAIL 2/D3. W1 1'-8" WIDE - - SEE DETAIL 16 04 Roof ri0, F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 BUP1999-00174 �OOf PIQ1N R5 R3 R1 R6 R4 R3 R6 Rd rr3 R2 R5 RS R2 R3 R5 R2 R7 zo or 39 SLOPE EXTERIOR SLABS 1/8 //FT AWAY FROM BUILDING W2 V-6" WIDE - - SEE DETAIL 1/D3 �MO110f1/ E3 E2 E1 E3 E2 E2 E3 E2 F2 Et E3 E3 Et E2 E3 E1 E4 *13 '1HEE T ORDER: S U F R E D LEGIBILITY STRIP' 0 2 3 4 3 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 2. 23 24 25 26 27 28 29 30 pm��.i cm ZI I I OI N:TLp 8 I 1a ' 11►� lei.11.11lil�11111i1�1�11>�1.�JiII.i .....r+wvv rW.r�+-".+.Myw.MWon.nw+M`"�M7unRM"pre n.t."..r-.+..q.++.y..«rWMM....w..",...�.pw<rr.�.. ...I. �.p...�y�W, ..pW'•'A.n.-•.+vw. � �.++e.nrRl.lw•••••�f"^n.._.._.w...a}... ....... iw..n.n>M-.h .. .wv....-.. - ... Y"1M'M..1/..M+.»*r+"".MM"NMf•�4F�•�"'1 �.N�TI".M1 .'+"..?U."fM1.11M!ey.f'.1wY�►.FIg4�t�N��^MMN.MM^I!-MM"1�•t..�MM...A�1�'�.1M'My."IM6"A.d.INMAMM�F�M ".•^..'yh'-rq�M1'.'M.kMry.M V 8 18" HEELS AT 18" HEELS AT 18" HEELS AT 156 D6 THESE GABLE TRUSSES THESE GABLE TRUSSES THESE GABLE TRUSSES ' - I-- ---- -------r------------ - r------- ----T--- ------� r---- ------T--- ------ i r-- --------- r--- - ------ GABLE (TRUSS ! �t� i GABLE T1 USS I I GABLE TR� SS I 1 `' - I 13 I I D4. I 1 1 I GABLE TR SS I D4 GA6La TRUSS I I - --- -- - -- - - -- - -- -- -- - - I I - �- 4x8 HC,' -I �- I GT I ! I GT I i GT 1 - a -------- — L — _ - = - I I - -4_$ HDR I I i/ I � ---- - _ ;r. e. •7; j ��^Y -_ �., � ,� r .� tai la - --- - � r�� ;f;Y, i- .a. �.'i � eTei i r �._ ! -� �•\ I I v, LAJ t(Z ,D� I \ c� N ar t,, rt:y " a ri atJ w' I , D600 i-- - HEELS ti. a ,. .�- ' — W / a \\ y' HEELS HEELS \ ,s r t ; HEELS HEELS t�l r 'i HEELS \ I I o HIP MASTER LJ v' ♦ I / �\ /� I HIP MASTER ICL at I 1 C� I I i - - I W448 H Y \ 5. __ -- - - - -- - -- - - - - - -- _ _ 14x8 DR ^ Z Q �__ - - - - - I D' 6 /i F=1.51K TO THIS WALL D5� a � � \ � � ,r - D5 /// - F=1 51K 70 THIS WALL T+ ! Db\ Q Z — 4 � lI t_ I a C� D5 o a Ic_�_�I �, I o I \ \ / -------_� --- --- -- --- --- --- -- /7 \ I �,; --- --- i-- --- -- -- -- - ---- \ - j a I W W (� I 1 , N--� f/ : F-- V) N' -- \ i I0 W /\ V) I 4x8 -- - -. 5 I i f/ I �/ �.� 4x6 DP I A i J I I I / SIM., SAME yip /\ / / /\ \ /\ D5 9 SIM , SAMELJ 70P PLATE 05 � __� 1 = \` �\ TY ,,D5 TOP PLATE Ul \ , �, 0 0 5 5 _ O6 \ In w I HIP MAy1ER I ,/ ro/ I N . \ __..-. HIP sMASTEP I W - �3� _r -- v Vi I - _ ul \,D6,/' --' I \\ x Q� ..l p ` 4 I I - � - I p co mcGABLE( TRUSS I 1300 oe -- - - -- - I L13 I I I — / --r \ - \ , \ 3 GABLE TRUSS -----J ✓ I // �/ I IGT vv �, I GT v I GT v vv I D� L------ ----1------ --- --I - i-- --------1---- �- I L - --- - 1 - ti_ C D613 5 1 1 1 I GABLEITRUSS i I 1 1 1 5 U6 L 1 � 3 z &M D6 GABLE ITRUSS I I I I 1 GAB_EITRUSS I D6 L--------- -1---- ------j L--- ---- -- - 1-----------i L-- --------1----- *---� Q o 8 TRUSS HEELS ARE D6 NOTED OTHERWISE, 4 UNLESS BUILUIN^ DOES NOT STEP P,OCIF SLOPE E SEE UNIT FRAMING PLANS FOR SHEAR - 5: 1% tHRI)UGHOU T LL WALLS AT TOP FLOOR. O ROOF FRAMING PLAN _ 999LEDUR@ I]9 O Q ry 4 I N Q i I I d ROOF FRAMING NOTES �z TRUSS SPACING: 24" O.C. - TYPICAL z SF STRUCTURAL FASCIA - NO SPLICES LEGEND W CL rLm FB FLUSH BEAM HDR HEADER _j w — ROOF TRUSSES � 0 G �--- GLB GLU-LAMINATED BEAM _j 0 CJ7 GT GIRDER TRUSS f STICK FRAMING > z ONLY STRUCTURALLY REQUIRED PEAMS AND HEADERS ARE SHOWN. - OVER-FRAMING 0 AT ALL OTHER OPENINGS SEE DE,AII. 5/D2. I 1 SEF NOTES BELOW Z (� ALL STRUCTURALLY REQUIRED BEAMS AND HEADERS 0 r ' AND ALL GIRDER TRUSSES, HIP TRUSSES %�� ATTIC ACCESS PANEL AND HIP MASTERS SHALL BE SUPPORTED ON DOUBLE r BUNDLED STUD POST STUDS UNLESS NOTED OTHERWISE PROVIDE 3 BUNDLED ® U Z w STUDS UNDER BEAMS GREATER THAN 6" WIDE AND UX X IS NUMBER OF STUDS co 2 BUNDLED STUDS UNDER BEAMS LESS THAN 6" V WIDE. FACE NAIL BUNDLED STUDS TOGETHER WITH �- (2) 16d AT 12" O.0 TYPICAL. '1 SEE UNIT FRAMING PLANS FOR SHEAR WALLS AND SECTIONS ROOF SHEATHING SHALL BE 7/i6" OSB STRUCTURAL � 2 WITH PANEL SPAN RATING (24/0) INSTALLED WITH PLYCLIPS OR OVER-FRAMING SHALL BE �x4 ^.' 24" OC WITH STUD BLOCKING AT EDGES, OR 5/8" STRUCTURAL 02 INTERIOR WITH SUPPORT AT 48" OC TO TRUSS BENEATH. CARRY ROOF SHEATHING THROUGH OVER-FPAMING. PROVIDE x 4' HOLE IN ROOF EXTERIOR GLUE 5 PLY DOUGLAS FIR PLYWOOD WITH PANEL SHEATHING FOR ATTIC VENTILATION. RATING (32/16); PER UBC 1994 TABLE 23-1- -1, FOR NAILING roe fl(7. SEE STRUCTURAL NOTES ON SHEET D1. SEE SHEET b_ -OR TYPICAL W0�>G FRAMING DETAILS. 98-12 S H E E T R E F E R E N C E 8<tclr�p No. 1 2 3 4 6 6 7 8 9 10 fl 12 13 14 16 % 17 Foundation PIQ1 F9 F5 F1 Fll F7 F5 Fll F7 F5 F.3 F9 F9 F3 F5 F9 F3 F13 14100 SW Barrows Rd. App} FlalflL- P10 F6 F2 F12 F8 F6 P12 F8 F6 F4 F10 F10 F4 F6 P1 F4 F14 BLIP1999-00174 Ro01 Plaro R5 R3 Rl R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 �5 R2 P7 21 of 39 r� Ekmlk - E3 E2 F1 E3 E2 E2 E3 E2 E2 E1 E3 E3 El E2 E3 Et E4 414 SHEET ORDERS U F R E D r^^ LEGIBILITY STRIP O 2 3 4 5 6 7 & 9 10 I I 12 13 14 Is 17 18 19 20 21 22 23 24 25 28 27 28 29 30 m" . cm ZI 11 Of NON( • IOZ s� 9 - I I ' l.t�l.1►1J.1.�1�1�.1.11,.,1��1�.�.1�,�11..W1JJ1„I.�1�,111.1a.f�JJ..u..tl�.llltl�.�-Llll�lll.l_I..I�.I�.IJ a �a.. Wt�.».,".M..•,'Pnn.w� M�p�'+�Nn..e�..�.,.w�+..,R.�. ,,.r..-. a,iw,aw�,' "r�.M.Wa+1�..,.ra.,M.sa.,,,.rw.�.+..y�M.. 9 /s D6 �- 6 �z D6 NO GUTTER 3� D6 I (-7-1 L ,4 _ ' No GUTTER _-- - --- � ' I 1 _ _t > I I ,N 11 I II rz i 1 I -------- ------ - I O Il) 00 1 y i c z I •� I I �%ff 4- t • I I I 11 z II �." ,u'TER I I I I I ANO GUTTER �� W0 FLUE • : z W �� • I CLASS 8 COMPOSITION SHINGLES I ` -� -� Q Z it ' I ' (A 2 O II I z �n M l m ! J a < �.. I. •,,- --�-- ! RJ R J R j RJ I I w-- 8 -, Ww � `p ' ........................ ................:.................................. C_�' . .. .. .. �D6 I I 4 LI�J F T, i 15 LIN FT. � r a �I N 7 I I 06, In W n 1 I RIDGE VENT IDGE VENT T ,E FENT I �, d r, J N i ` ! QI •r W 0 SIM., SAME 9 9 SIM„ SAME L TOP PLATE `. ; D5 TOP PLATE 1 J NO GUTTER 5 . I 1 c D6 I ! '-Nn TTEF- z u II l II 11 11 � I I 11 I I ! , 1 ` II II II I I I 1 I I z : : 5 1 r I I : � l I LLJ • a ■ � r\ ^mow __— Iwwwwwwwwwwww— --ww-------wl www w • I ..._. _.._-_ mc __j � II ' L------� ' -----+- 1 I - - •� ---- - I — 1 L-+ - - - - - '- - -----� 1 3 � I :rr - 13 z 2 81NO GLITTER _-- - -- _ _ ____J i NO GUTTER 8 2 LL 10 �3 06 D6 0 i NO GUTTER r — NG GUTTER 6 ROOF SLOPE IS j + 6: 12 THROLIGHOU' ROOF PLAN OaD01® � cn Q I Wo k L c� �. Qw ROOF LEGEND _ < RJ ROOF JACK 42 SQ. IN. NET FREE APEA �- CHIMNEY FLUE --- z H—� 5: 12 SLOPE INDICATOR ATTIC VENTILATION ATTIC VENTILATION C1) - B�IILDING OUTLINE CALCULATIONS FOR CALCULATIONS FOR ----- EA VE VENTING 2 4 SQ.IN./LF NET FREE AREA UNIT B UNIT D < J RIDGE VENTING 17 SO IN./LF. NET GREE AREA �> . TUAL HIGH ATTIC AREA: 564 SF ACTUAL HIGH ATTIC AREA: 749 SF v ....,.. 0 RIDC-F VENT IS "AMPCOR SHINGLE OVER" OR EOUAL REQUIRED VENTING REOUIRED VENTING AREA AT 1/300: 271 'Sf� IN. AREA AT 1/300: 361) S0. IN. DRAFTS TOP I ACTUAL UPPER '.ENT AREA: 250 SQ IN, ACTUAL UPPER VEN- AREA 194 SO IN. --' GUTTER (DOUBLE L!NE) ACTUAL LOWER VENT AREA: 264 SQ. IN. ACTUAL LOWER VEN" AREA 377 SQ. IN JCB X10. � P DOWNSPOUT LOCATION TOTAL: 514 SO IN TOTAL-: 571 so. IN. 98-12 MIN:V'1)fA SLOPE FOR CRICKETS IS x: 12 F S H E E T R E F E R E N C: E Ovdrlp Ido. 1 2 3 4 6 6 7 6 9 1D 11 12 13 14 15 16 17 Fcu dalb Pkm F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 1`3 G13 14100 SW Barrows Rd IbOf Am* F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 BUp1999.00174 Roof Plantl R5 P3 P1 R6 R4 R3 R6 R4 R3 R1. R5 R5 P2 R3 k5 1?2 R7 si of 39 Bovotbr» E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 EE4 S U F R E D c - LEGIBILITY STRIP2 3 4 5 6 7 8 9 10 1 12 13 14 )6 17 i8 9 2.0 21 22 23 24 25 26 27 28 29 30 Z I 1 1 OI MDNI t 108 I1!'��, �� '111711,1111111111 1 J1tJ ltalll t1 1 I I,!,I,i, OF CD - m NJ 4 vp 0 %0 11. �1.. ..- . .. -.., :•,«r- r.►•rrre ,++,rrxs�nr,.,. .. .. . . I I w u 1 _ 8 8 8 NO GUTTER I �3_ U `- NO GLITTER r (::p4:) _-____- _ - - _ -_-- -� - ---1 ,_ r--_ -- - -- -- _-- --, m - ----- ------ :r- I ! d O 1^ r'-- ---- -- --- --- - J i I p '_`_ 00 YO/ 1 1 Q f 1 :� I • I i C OD 'P (n 11II � 11 �GS 1 1 Z NC GUTTER 1 1 I 1 1 ANO GUTTER W 0 FLUE I (- Z W - �� • CI-A B COMPOSITION SHINGLES LL -_ Q � Z 11 I • �� _I SIO I II � I II I z m I� 0 ' 0 J I Q 6 RJ ] I RJ ; RJ RJ I J 4--- 8 1 3 I ■ W W • �J Irn R ........................... ............... .................................................................. . • . ... RJ I 2 4 LIN. FT. 15 LIN FT • •� • 1 J n r 1�) I 1�} RIDGE VENT ; RIDGE VENT 1V2 LIN. •FT 1 � � � � til /\ C 1 _ I RIDGE VENT ; I _j AT 10 & 13 r- _j •• i I Q W 0 -I 1 SIM., SAME (-9 •— lg 1- __. W I TOP PLATE D? ; • + D I I J NC) GUTTER NO 1 i 1 j 5 NO GUTTER p _; II II D6 0 11 II li � I II II I II II II 11 z 1 1 p: • . i� I I` Q I 1 1 1 ! I I o. - -- -- ----- -- --- -- -I r. r - --- -..----..----- z ------ i 06mc ------ --- - :h L- ------ ---- - ----- t_- I r� I _- (� - ---- - — --13 I ---- � 3 D4 / a 2 r 8 1N0 GUTTER I - 1 / (D6 �Q6 i L • •� J 1 NO GUTTER LL � o NO GUTTER 13 O NO GUTTER2 ROOF SLOPE IS D6 6: 12 THROUGHOUT ry ROOF PLAN LrLm.-)'U 0 9 Do 0 N 9@2 a 2 ■ 1 /4 = 1 0' vl f Q 2 f `CI I i p } I_ L LLJ LLJ CL m w U L Z w ■ t ROOF LEGEND -- I " v RJ ROOF JACK 42 S0. IN, NET FREE AREA z �J • CHIMNEY FLUE z ■ E----� 6: 12 SLOPE INDICATOR ATTIC VENTILATION ATTIC VENTILATION C BUILDING OUTLINE CALCULATIONS FOR CALCULATIONS FOR --- EAVE VENDING .4 SQ.IN./LF NET FREE AREA UNIT B UNIT D �r RIDGE VENTING 17 SO.IN /LF. NET FREE AREA ACTUAL HIGH ATTIC AREA: 564 SF ACTUAL HIGH ATTIC AREA: 749 IF RIDGE VENT IS "AMPCOR SHINGLE OVER" OR EQUAL REQUIRED VENTING REQUIRED VENTING AREA AT 1/300. 27i SO. IN. AREA AT 1/300: 360 S0. IN. "— DRAFTSTOP ACTUAL UPPER VENT AREA: 250 SQ IN, ACTUAL UPPER VENT AREA: 194 SQ IN. `--� GUTTER (DOUBLE LINE) ACTUAL LOWER VENT AREA: 264 SQ. IN. ACTUAL LOWER VENT AREA: 377 SO. IN DOWNSPOUT LOCATION TOTAL: 514 SO. IN, TOTAL: 571 SO. IN. 9 Flo. MINIMUM SLOPE FOR CRICKETS IS 3: 12 98' 2 S H E E T R E F E R E N C E FR Ift/drlp No. 1 2 3 4 6 6 7 6 9 10 f1 12 13 14 6 16 17 0 PkM F9 F5 F1 F1' F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 ROOF 19101111119 F10 13UP1999.00174 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 141SW Barrows Rd Of PIQu R5 P? R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R� 72 R7 B Roof of 39 N 8ovc]lir�nt E3 E2 El E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 ='.! c1 E4 ,"FET 0F'P[ P- S U F R E D ' LEGIBILITY STRIP 5 6 7 8 9 10 11 12 13 14 16 17 le 19 2'0 21 22 23 24 25 26 27 2e 29 20 . ._ ,�TOS I cm 2 3 a i CDZ I I I i NJNI • 1 OZ 1 OI . 1�1�i.i.l�liLl�l �>1�!aJlf,1>1i�.i.J�I ,I�.1111JLVl�1�1L� .tL�11�1�111�lil��.Wdul °Z lopmpm --- ----- .... - .... ., .. ... '^*MN!.II,� .,.,,.. .. .,�!C�f�'MMS.'Rt11�ne+AM'^i! "'l"M�F�!AMM'Mlxrllj..rn.1c.., /•er.•...,.,..r.,�NIRM;»A• �^iWa+iM+.�VMXYw«MP«,•x..-..'4r/w.`...q.w.u..,. MMII "fNYC'Me'?'.,,.Mh».h.w4.,M.we.,...,.n.,..,....err..mr.w«..M..+R.ha..».,M►.a....,.:..ti.,•..r....�-'^...�,YM•�N' www»ww.w•.w,MR.,...wf.. .... l' s eD6 "NO GUTTER D4•NO GUTTER, NO GUTTER - - -------- - - - - - - - - �.U4 ' NO GUTTER z; II II z II rrrrrr —r rr rrrr , I ter r r r r r rrrr O -- — — l�l0 0 sn o 4-.J �`r W :00 z DV)4L_Aj i I li D5 I ,05� : I I•- NO C TTER 1 1 I I I O W o FLUE • i FLUE • I NO GUTTER W I Z � U �A I I Ll. - Q H Z I II I I I • �� ~ 1 1 . I I II I N = C m V) p I + Q r- 8 �--kJJ ,) 8 W _ �06 -- I I I L _j L_J +-- D6 ( 1n I IL I I • Z � i --- W I I I I W ... .. .. .... ..... ` I I in RJ . 1 .. [� I V) : I D6 I 4 LIN. FT. I 4 LIN••F f.• 1---.- I I RIDGE VENT .................................................................. I In I , 1 •�• «,,. ....'............�.........................................................,... <<�IDGE VENT I � �� W e-N,^ cL J U) 1 1i I • I Q r CLASS B COMPOSITION SHINGLES I 1 I Z r m u 1 r�rr rL rr J O II • !�r a @5) Li 9I J, (D6 NO GUTTER 0NO GUTTER 5 i I1 I 6 I I z `' 1 �� • I II lei @ 14 I 12 06 .D6d- z • rrr rrr —rrr r r r r r r rrwn I >: ' : ? �.rrrrrrrrrrrr rrr re,, 'r Imc 13 D4 Ii z iI Ii Z II (:D:4-,') , Cc ' 2 GD6 N0 GUTTER I �' - - --JL. - - - ---- ' '— ---- NO GUTTER $DG 5 13 "' 1.g .D6. �D6 5 NO GUTTER. D4 NO GUTTER (� -- U p 1 2 NO GUTTER ` NO GUTTER 2 ROOF I 0 - SLOPE S ry E; 12 THROUGHOUT I W @ I ROOF PLAN o D a Q L�NN�OL�DDI®� � �l� u 1 /4•'= 1 1 N Q w lLl ii J Qw J w Z J _..J z -- _ O �- ROOF LEGEND z a U � C� ROOF JACK 42 SQ IN. NET FREE AREA Co • CHIMNEY FLUE r �` 6: 12 SLOPE INDICATOR ATTIC VENTILATION ATTIC VENTILATION BUILDING OUTLINE CALCULATIONS FOR CALCULATIONS FOR o- _rrr_ (_AVE VENTING 2.4 SO.IN./LF. NET FREE AREA UNIT B UNIT D RIDGE VENTING 17 SO.IN./I_F NET FREE AREA ACTUAL HIGH A1TIC AREA: 564 SF ACTUAL HIGH ATTIC AREA 749 ;F RIDGE VENT IS "AMPCOR SHINGLE OVER" OR EQUAL REQUIRED VEN FING REQUIRED VENTING JOB "0. AREA AT 1/300: 271 S0, IN. AREA AT 1/300 360 SQ IN DRAFT�TUP ACTUAL UPPER VENT AREA: 250 SQ. IN. ACTUAL UPPER VENT AREA: 194 SQ. IN. 98-12 GUTTER (DOUBLE UNE) ACTUAL LOWER VENT AREA. 264 SQ. IN. ACTUAL LOWER VENT AREA: 377 SQ. IN. DOWNSPOUT LOCATION TOTAL: 514 SO IN. TOTAL: 571 SO IN. I MINIMUM SLOPE FOR CRICKETS IS 3: 12 f S H E E T R E F E R E N C E kkft No. 1 2 3 4 6 6 7 8 9 10 11 4 13 14 16 16 170 N FOU d0ii0n PIM F9 F5 F1 F11 F7 FG F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 Roof F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F; F10 F4 F14 14100 SW Barrows Rd e RSO} Play R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 23 R5 R2 R7 BUP1999.00174 26 or �9 c+ seVagwe E3 E2 E1 E3 E2 G2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 1 P SHEET ORDER: S U F R E D C 2 3 4 5 6 7 8 9 10 1 1 12 13 14 Illlli Illl�lllt�lili�l ,!III ILII 1 I9I! ! 2 25 2I6'I 2�7 "IIIIi �� LEGIBILITY STRIP o � " 0mm.1 m 8 17 18 1 ti0 21 2? 2:1 24 28 29 30 ZI II O1 MDNI • 108 t111a,I�l�all.l�,1 �i� J11,11J�1 11,1.�1.11�,I1�U.J.>(J J ISI�J.IJ.>J.11►�I�1 L111 �t11J.�L1J�1�1J l��LIJ�Jaa.I.l I I IJJ I ,: .!a i rl tlal ! . JJ.�II�JJ. t.l oz ,.: m'r"ryn' I�.+�MM4rlkw•4nknr+.pp#�+ 'nai.irMy..w...'WMp -Mgp9�q�'1w,� ..... .. ,.... ,., ,i�Pgv,.nial!•y .. - ...-. .... ,.. r«...e•..a.,.-.«..,.,w,.�, ,.<•-,.• l�M>�IIM6MM wRta '�M•III�I.RnNMiwr•.•.w«+..wr+.N. .alM+....«Mennennro+.w"'•^. m.• ^.rwYmMne+fw.+.. w.....wn•n*++BM+rw.w.w.«.�+.•...w!w«w7w„w*+•+wMA"'+yyMu•'•n 7*”mel►.'• M'YI'Nw+RrkPa,nMPetlp+.aa+.nroeYb.•..+w...M.w......+w,.+..-wM. rw++qw+wn.kMM1•.•r•✓M�MR4+'Y.M.wNrm•ar..�a��►M�IMIMiraMM+rm.pw.K."•+•V+.w• ••-....• w1*w.-w,..u...r.....T..,..•.•w+A.».«a1RM:M►4AN+' _ ✓ - _ _ _ �L f r f I I i .06 . �8 j 13 '` T � NO GUTTER � �D6� NO GUTTER "" ' D4 ' NO GUTTER NO GUTTER D4 / Dow- 1 ---------- - - --- -- -- - I 1- - ------ - --- __ -_-1 - -- ----- 1 - -- -- - ---- - - -------- � 1 , II � ; '•y II zc II 1 . ;z II II I t Z, ------- ---------i l i ` I i I ------- ------- I r y t O In 19 LAJ z cr 00 <�J 1W. rl 1 I -j: I ao; 1 ;z � 1 I 10� ■ �10 1 i t I I I1 NO 1;i-ITTEK, ■ I 1 II I I 11 O 1 ' ' • I I I -NO ,,u rrER W p 1 1 FLUE a •F LuE I I I Z � F- _._ 1J • r— _ 1 I I I i � • �� ` Z 10 0 W (/1 r'J 06 I • i I —I [�r. / W WIP li W `� U61 1 4 LIN. FT. I 4 LIN...FT. I _1 RIDGEVENT I ............... ................................................. .__W.............. .................................................................. RIDGE VENT I D6 0 In W n ' I Y) J N 1 i I 1 I W Z I I CLASS B COMPOSITION SHINGLES I I NO GUTTER-` ' 5 '� j i I � � LJ � DE� I I g v D� 11 5 NO GUTTER 0 1 , I I u) II � DS I II D6 I z II • I _ ' I II � I II � z 1c� 1 I I L 12 1 o' i OD w i 01 cr D 6 0.pI 1p 11 zi ' 1 :w II I • ------------ - - z z _ ----- --- -_— Z I Z 00 I I rr- --- -— �`' tt ----------- --- I II i � i w jI 1 < 06 L..------ ----- LO eD4 L-- ---- - 1 - ----- _ - --- -- - ---I 1 ate. --- --- 1 I 1 1 --- ----- 1 I I --- 13 3 3 eD6 I I II I I ' z _ / 06 NO GUTTER , L__-- .: ' J 1 1 ------ -' '_'-----_J i NO GUTTERI 3 2 u— , o D4 NO GUTTER p4 N NO GUTTER 5 tL,6 -L O ( D6 2 NO GUTTER � ` NO GUTTER � rR00F SLOPE IS O ---- D6 D6 �6.- 12 THROUGHOUT ROOF P o LAN 0 A a Q 1 /4' = 1 -Ou N I Q f t i y i I I I f F— z I w Lli :i QL F 0 0 Q > _ o �■.. L ■ � z C) cnn G << z u O ►- ROOF LEGEND = U D U ` RJ ROOF JACK 42 SQ. IN. NET FREE AREA • CHIMNEY FLUE } �1 6: 12 SLOPE INDICATOR ATTIC VENTILATION ATTIC VENTILATION Qo BUILDING OUTLINE CALCULATIONS FOR CALCULATIONS FOR � ----- EA VE VENTING 2.4 SO.IN./LF. NET FREE AREA UNIT B UNIT D RIDGE VENTING 17 SO.IN./LF NET FREE AREA >CIIJAL HIGH ATTIC AREA: 564 SF A(TUAL HIGH ATTIC AREA: 749 SF RIDGE VENT IS AMPCOR SHINGLE OVER" OR EQUAL REQUIRED VENTING REQUIRED VENTING JOB r10. AREA AT 11300: 271 S0, IN. AREA AT 11300: 360 SO. IN. --"-- GUTTERTOP ACTUAL UPPER VENT AREA: 250 S0, IN. ACTUAL UPPER VENT AREA: 194 SO. IN. 98-12 I © �� TER (DOUBLE LINE) ACTUAL LOWER VENT AREA. 264 SQ. IN. ACTUAL LOWER VENT AREA: 377 SQ. IN. DOWNSPOUT LOCATION� TOTAL: 514 SO IN. TOTAL: 571 SO IN, MINIMUM SLOPE FOR CRICKETS IS 3: 12 F; S H E E T R E F E R E N C E B�/dnp Na 1 2 3 4 6 6 7 8 9 'ID 11 12 13 U 16 16 17 ','• FOtrcb110f1 Pkn F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 P13 ftA Rar11r1p FID F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 P14 14100 SW Barrows Rd. N ROOT pkn R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3R5 R2 RI BUP1999.00174 Bwc1110f11 E3 E2 E1 F? E2 E2 E3 E225 of 39 E2 E1 E3 E3 E1 E2 F3 E1 E4 a SHEET ORDER: S U F RED f LEGIBILITY STRIP QTc 2 3 g s 7 8 ._ pmn.i �m 10 1 1 12 13 14 15 1-7 i8 19 20 21 22 23 24 25 26 27 28 29 30 l .II OI ��r.l.ltl;lel� wl.i1. OW • 1 08 oZC 25X _- ..«...Rabb'I•!1lIrnMrnxe«+Sra..•o...;w..y�.. .... s++`Mr""S.Mtw1A1.c+R WSMWf�wy.n. . lop _ _ .. ,. _[n...gewys; ygr .. !r+.r.+q..+�K.uwt+p+«.wa-a-semr .raa+v.gwr-A�« «.r.rnl. _ 000 Ip m*qiiI!vmqpqmm OPI 141 �� Jy , . . �5 e. r 4 `r� r '•tib l=� I y f i I 13 NO GUTTER, �D6 NO GUTTER �D67 NO GUTTER � EJr 13D4) NO GUTTER NO GUTTER ` NO GUTTER D4 -----_ ---- -- -- ---- - ------ ------ - ---- IF 1r - - � I IF - - r - ------ - --- --�_ 1 1 I I I F -- - --- -- ------- --- � j ----•--- -------- j Z' I I I I z I I I I z- I I ------ -- I I - I I 1 vC l 1 I 1 - ---- 1 � z; -- - ' � I I l i I I - ---- --- ------- Z I I � v� N LD W Ir I I 2: z Z 00 Ilk, �� 10 I 1 I � I II rJr) 0 TTEP I I FLUE I I i i �- Z -- -4.1I FLUE h •FLUE NCI GUTTER W O ■ r - A a • I � I I L�. -� a. a/ II I I II �� :.. 7 ji i I t II m � V) In D6 O J I < CL (D6 RJ ...................... .. I h I ........................ ... WL ................... I RJ I I 4 LIN. FT. 1 1 I 4 LIN. �FT.� I I ] IRIDGE VENT ................................................................. ............. ................................ .. I I 06 I ............................................ ................ ..................................•............................... R•DGE VENT I I I > W I l I CLASS B COMPOSITION SHINGLES ! I I I I � J N =--_ .L 11 -- - Q T- w d 9 . I I - - - -� W Z � m NO GUTTER 5 I I I 11 T� F - W D6, II 11 _ -NC �_ f ER J I V) 2 II • D5 I II I II I II z III I o ,6 i L 11 �_I 1 l Q6: I I i T�\pI o 0� I co 1 1 2; I I I J ------------ --- —y :w � : W I I II L------- - ----- -J I c:I� 13 L-- - --- -- -------- L- 04 ---- ILA- I I -- ------ I ---- ----- -- t 3 Z_ r= mc Z: I I l i z I I D4 �- z 2 8 NO GUTTER I I I I D6 D6 ---- ---- - --.J L------- --- t_---- '_'------J r NO GUTTER 13 ;Q4 D66 o LNO GUTTER NO GUTTER NO GUTTER' 5,D4 D6 , - 2 NO GUTTER NO GUTTER4D6) NO GUTTER 2 FFTHROUGHOUT SLOPE IS 1 u- D6 D6 � u- o 0 ' ROOF PLAN 1 /4 1 O ry q U N i Q { 1 )14 / I 1 y ' 1 z Q w W ^I F � w U Q > ATTIC VENTILATION ATTIC VENTILATION ROOF LEGEI',1D > ■ �■■ CALCULATIONS FOR CALCULATIONS FOR - zZ UNIT B UNIT DRJ ROOF JACK 42 SO IN NET FREE AREA J ~ ACTUAL HIGH ATTIC AREA: 564 SF ACTUAL HIGH ATTIC AREA: 749 SF • CHIMNEY FLUE J z REQUIRED VENTING REQUIRED VENTING OD +� 5: 12 SLOPE INDICATOR O AREA AT 1/300: 271 S0. IN. AREA AT 1/300: 360 S0. IN. __ ACTUAL UPPER VENT AREA: 250 SO. IN. ACTUAL UPPER VENT AREA: 194 SQ. IN. - BUILDING OUTLINE ACTUAL LOWER VENT AREA: 264 SO. IN. ACTUAL LOWER VENT AREA' 377 SQ. IN. ---- EAVE VENTING 2.4 SQ.IN./LF. NET FREE AREA U — TOTAL: 514 S0. IN. TOTAL: 571 SQ. IN. RIDGE VENTING 17 SQ.IN./LF. NET FREE AREA Imo- V M3 RIDGE VENT I_�r "AMPCOR SHINGLE OVER" OR EQ AL }" -- DRAFTSTOP 1 GUTTER (DOUBLE LINE) tZ. DOWNSPOUT LOCATION f MINIMUM SLOPE FOR CR CKETS IS 3: 12 JOB P10. 98-12 S H E E T R E F E R E N C E R C 1%8cip Na 1 2 8 4 6 6 7 8 9 10 11 12 13 U 16 16 17 i FClnd01hx1 KIM F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 ftd Raft F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 Fz F6 F10 F4 F14 14100 SW narrows Rd. N Roof Pla,s R5 R3 R1 R6 RQ R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 nUP1999-00174 2s of �y I EWv�OHOrM E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 'SHEET ORDER: SU FRED r C- �IIII�iIIi�IIII�IIII�UII�IiII�Illl�llll�illl�ill��lll��ll1�1111�!Ill�illl�lll!�IIIIIIIII�IIilli;iliilil�llll�llil�llll�llll�li �lllll�illl�I111 _ LEGIBILITY STRIP 0 O 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 25 28 27 28 2'9 30 CDOI - 7 NONI � 10Z _ 'la11�1�1 �.1� >� = J�1�1�1a 1�1�11�.1 LW.�Il �u1�i��1�1�1, ,1> 4 _ �OZ 25 X ,:.. �r�J^+•M+ry..s+wr+ ��`�S�" .•-.,......-,-.-__-_.-._.._-._..!lrT--,. .--�-• ,� °7!A�° 11 W I% m 4,—,%�N.*. .. -r••n . .. - vnrlrrt7M�•r'•+n.+*�..nrMro«nrn.n,+.w4,.�..warA+re.ww+csaw.....,.... .....�..:>..r,.,,.,...,.w+ ......r,.w .w•w...�wr«*R+•n..,•. w -..,«...rar•wr.+weai. .+vw+ar .,«v ,.«„ n.w.+..ww......w.+,,,w..+.,way_.....a�.•w.arww.•.pnw•rs.uww.aa..n .•.-+.w.++wM..ww.•ne.pn•r+twnw.+ iv.l+a�rMe.yw�vrrRw�rww, •w. .".:.'. ... k -tNmW��... *M .MYHwN �'M'.r..... •IfWAY'M.'a+ efMM+ '., ...w :. .Msy.Y,Ty..�''". " stlMM�N•µW OM1, I r I 1 m 0 U� e 8 _ x F 0 C) �� 8 ' - 0 13 �D6 NO GUTTER D6 � d 7 NO GUTTER ` NO GUTTER , D6 `� Q) r- j ISI. .•�. �,� Q� �4 . r NG GUTTER - NO �U7TER NO GUTTER \ p� 'ter', 1= �•. m r I r_ -.--- li =L f V) --------- --- -- 1II 11 I I w: I I - -----� 1 1 41 I I - - -- - LAj a I • ;cz • T I :� • 1 w I W • F__ ' i Z W 1- I w; J :00 cc V1 C) 1 1 i 0 : ^ z m) 0 (n M 1 W NO GUTTER- 1 • FLUE I NO FLUE • • FLUE • I ��U�fE F' __ I : it V �4 • I I I LL _ D II I : II I 0 W ^ E,,] 1 1 8 RJ RJ I C) L� i I RJ� RJ _j LJ m D6 I I lr v II I • 1 I a 'T I ° w ±D6 RJ ....I RJ I , 1 •4•LIN.,•FT.•• 4 LIN.• FT RIDGEVENT .................................................................. .-..._._. D6 Z 1 •� ,,. ......................................................�. .................. ............................................................ RIDGE VENT. I - I { .� I II I 1 ! -__ _ -;�;I - i CLASS 8 COMPOSITION SHINGLES i I II I I II NO GUTTER (D6 � i � I • -- ' D5 (� 1 I I ir- p' I ; 6 _� ' L I l) I I S NO GUTTER Q1p I —�{ d5? • I I D6 j ; I 9 i 1 � ■ _ i I °' ■ � (cU -7 • I IImc II z : I I 11 cd I LAJ v: I ■ I Z -�,D 5� D6epcf ` 12 a I . I D6 LL L I w LGU zOi : . : : � :Q I 1-- -----? I ---- 13cz IID48NO GUTTER _____J L : :-' • - _ 8 2J r L_ _____ ' �_'_ ____J i — NR ND6, D6 NO GUTTER Q 5 p4 .NO GUTTER 13 D6 D�67 _ t 2 NO GUTTER 2 )NO GLITTER NO GUTTER eD6 A { D6 D6 ROOF SLOPI- 6: 12 THROUGHOUT i ROOF PLAN °Q a cy uj -� L Q 1� 11.1z j II LJ ■ ® ROyF LEGEND .J z a 0 (-j § ej RJ ROOF JACK 42 SO. IN. NET FREE AREA = 1- • CHIMNEY FLUE ATTIC VENTILATION ATTIC VENTILATION U ? ■ f �---� 6: 12 SLOPE INDICATORCALCULATIONS FOR CALCULATIONS FOR C, BUILDING OUTLINE U tI I T 8 UNIT D .-, }' I --- EAVE VENTING 2.4 SQ.IN./LF. NET FREE AREA ACTUAL HIGH ATTIC AREA: 564 SF ACTUAL HIGH ATTIC AREA: 749 SF RIDGE VENTING 17 SQ.IN./LF. NET FREE AREA REQUIRED VENTING REQUIRED VENTING i RIDGE VENT IS "AMPCOR SHINGLE OVER" OR EQUAL AREA AT 1/300: 271 SO. IN. AREA AT 1/300. 360 SO. IN. "-- DRAFTSTOP ACTUAL UPPER VENT AREA 250 SO. IN. ACTUAL UPPER VENT AREA 194 SQ. IN. ACTUAL LOWER VENT AREA- 264 SQ. IN. ACTI!Al_ LOWER VENT AREA f _377 SQ. IN r— GUTTER (DOUBLE LINE) TOTAL 514 SO. IN. TOTAL 571 s0. IN Job too. DOWNSPOUT LOCATION - 98-12 MINIMUM SLOPE FOR CRICKETS IS 3: 12 S H E E T R E F E R E N C E BI/drlp No. 1 2 3 4 6 6 7 8 9 10 11 12 13 14 16 16 17 �. Fouxb11af1 Ph F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 hoot Ffc10 F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 FA F6 F10 F4 F14 14100 SW Barrows Rd SUP1999-00174 v) i RD& Plar R5 R3 R1 R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 27 of 39 � 6Avotla w E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 F' E2 E3 E1 E4 SHEET ORDEP: S U F RED LEGIBILITY STRIP O 2 3 4 5 u 7 A 9 10 1 1 12 13 14 16 17 le 19 20 21 22 23 24 25 26 27 2e 29 30 " ipmn.icm e1�I'I'I'I I 'OII' I J � NONI • 10Z 111L"Wl" ' J I I oz a �,; 1 .1 t 1�111t111iJ��i,I� LI I.>J.�.Ia l�.laJ, �I.I��I.��.li1�J iWa l 11 ,11�1�1 11 I I W�I.�l��>�.1 I 25X CD d ,..:. .. ._. ... -_.._..- ,.. I Pilo .. �9.4•�.,.n.+.�lr...w+Yt:•..:•�.y.r!M+K4w.wr..�":4�x!Vf�MR!R;yn _ .. .., .... .>M!!.%�+94••-. .. -Foo N e pp ffyy 1 / 1 l • x` h II ,NIS •:Y r, IY f li t4J .y ill 13 NO GUTTER U6 NO GUTTERD6 NO GUTTER I D4 NI_ BUTTER `NO GUTTER 7 I -NO GUTTER r CD4 , II � I I I z; II 11 z it II � •- it li -y it r -. }--------- , W; i z I I ------ 1 z 0 in 'cr. ' O 00 CC i 1 I kk W 11 , II ' �T7ER i I • ' ■ FLl Ei ' FLUE I , : FLUE• ■ • I ■ i -NO GUTTER A.�� -� • I I i • `i __ o LuC • �� Z w HZ 1 o J ................................................ I I R,1 ............. ............. ... ... 4 LIN...F i.. ............. .......................................................... ..............................•.............................. I F I 1 r i( 7 • 4..I-.',..,FT 1 `V Ill I RIOCE EN ....................... ................ I to ................................ G'r ,E VENT I I i D6 ■ II II I i I I CLASS 8 COMPOSITION SHINGLES ' i j I i l0 CN SIM . SAME 6 ' ' ' �- -- w j TOP PLATE D5 I DS SIM.• SAME w i � � Z r' QJ V l NU Ju-TER 5 , . ■ I TOP PLATE < 0 D6 I 1 1 5 NO GUTTED LI ! 1 I I r I I Z 1J, • - 1 ( - +7 1 • c_ 1p Ii z I ' ' ■ _ � I it i I I t 1 - :z--- ---- ------ 1 : : - • ' J I I Q I I - - - - -- - - ------ o' ■ �- - ------ I -----------I---- -, 1 cL I I �-- ----- - ccs Q04 ------- NO ___ L_- _____ J-- 1 I --------- -------- --- z ; 1 ( i z ; I D4 J I 9 1NO GUTTER i L------�' - --- - - i L------ '_'- ----� i i '? --- I I - NO GUTTER GD16 2 7 L�6' _-NO 5 n n E pE 4 GUTTER D6 NO GUTTER -> �N0 GUTTER' —5 ' 1 ' Ub ' �L O 2 NO GUTTER -� 2 NO GUTTER NO GUTTER O D6 D6 � 'OO�F SLOPE IS O BUILDING DOES NOT STEP 6. 12 THRQU(,H1- 1 1 I C ROOF PLAN � C�OL�DD�]® �� L � V1 N Q i 1 ' I � i I Illi 4- F � J L _j L �. P� L J O ROOF" LEGEND . a '1 P,J ROOF JACK 42 SO IN NET FREE AREA f • CHIMNEY FLUE 6: 12 SLOPE INDICATOR ATTIC VENTILATION ATTIC VENTIL ATION BUILDING OUTLINE CALCULATIONS FOR CALCULATIONS FOR a --_-- UNIT B UNIT D FAVE VENTING TING 2.4 SQ.IN./LF NET FREE AREA RIDGE VENTING 17 SO IN /LF NET r REE AREA ACTUAL HIGH ATTIC AREA: 554 Sr- ACtI AL HIr.H A771r AREA '49 f .............. ?IDGE VENT IS 'AMPCOR SHINGLE OVER" OR EQUAL REQUIRED VENTING REWIRED VENTING Jori r,o --- --- DRAFTSTOP AREA AT 1/300: 271 SO. IN AREA AT 1/300. 360 SO IN. ACTUAL UPPER VENT AREA: 250 SO. IN. ACTUAL UPPER VENT AREA- 194 SO IN. 98-12 I -- ' GUTTER (DOUBLE LINE ACTUAL LOWED VENT AREA: 264 SO. IN. ACTUAL LCWER VENT AREA: 377 SQ• IN, DOWNSPOUT LOCATION I TOTAL: 514 50 IN. TOTAL 571 SO IN. MINIMUM SLOPE FOR CRICKETS IS' 3: 12 S H E E T R E F E R E N C E IAA Na 1 2 3 4 6 6 7 e 9 V M 12 13 u 16 16 n C) Fdflkll W RW F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 I P40*f Raft F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 14100 SW 8wrc&Rd. I14c011 FkrM R5 R3 R1 R6 R4 R3 R2 R6 R4 R3 R2 R5 R5 R3 R5 R2 R7 Bovalkx E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 13UP1999-001747 29 of 39 a I SHEET ORDER: S U F R E D mjA LEGIBILITY STRIP O*0.i cm 2 3 a 5 8 b 1,0 III IIQ 13 14 I I ..-. ....." ...._ :. , IQ l7 IA 19 20 21 22 23 24 25 26 2 7 26 29 30 ZI ! I Of �111111711 gJ 1 I 9 O � N�NI • IOZ _[dj]tjjj:!IIIj 1�W ,IU�:!!I l 1 111 L11 U�11�1�1I1�1�L111�J�.t 1�1J tI.1 1 J1 Ll.�i�Jll. l 111�1�1�1�liL�.L II I I oz 25 *X h I , _- --- UNIT B UNIT D ;rv1T D lz� 1U UNIT B UNIT D © i6 16— ` U N i T D2 X 10 8c 13 -y--— 12 _ ! 16 06 I � 6 D6 1 \ VINYL SHINGLES i i VINYL SHINGLES� - 00 - _ o a. 13 W l D6 AT TRELLIS D7 :- -- --- = = TRELLIS C7, 18 D4 . 16 - - a , Z SEE UNIT W f" 77 18rLAI4 FOP 18 it I illy !I l ❑❑ PLAN FOR I Z (- CETAiLS ❑❑ 04 -__ ❑ DECK DETAILS Z I ;- -- r= ----- ❑ ------ ---- I C 0 - I Q Lj CK — 4 b" 6" Ld ,4 21" - W If) D' �=L-7 t5" BUILDING STEP Street Elevation o W ,. �� = 1 Street Elevation Q n - N W Z JL - ap e W J MI -HEIGHT F 6 1 Jl DG GABLE COMPOSITI N 6 1p -------------__ 0 MID-HEIGHT OF GABLE 2 3 SHINGLES ----------------- 7pP PLATE VINYL SHINGLES D6 06 D6 VINYL SHINGLES D6 ' 3 —-—- - TQP PLATE _ - TOP P, A- VIN YL SHINGLES D6 -+ To; PLATE - _ - _ - - - TOP PLA y 0D a' 2x3 TRIM _ cc co eo 00 "?x3 TRIM - __ - ,,, --- _ _.... ___ �n = n `'x 3 TRIM- O z _-ld_ F 9R __._ 2x10 BELLY BAND Zz10 6ELLY BtiND - ca - - _- . O .�(` 0. m fm 9 4 ---_ __ _ 3rd LOOR _ x10 BELLY EAND D6 o6-- -'� ELLY , 0 2210 BAND --- I = - _-` 2x10 BELLY c m c 1 2x10 BELLYBAND'---- M o - T l — 1 b I I _.BAND _ > M �-- �+ I - - i ---_ --- �+ l -- ` - - Lij � a 2x10 BELLY BANDBAND. _j - 2x10 ELL lind1 - 2nd ,:.' _ CIE._ Fa"d^ w c 2x3 - c ) c, 00 lig _ - D❑ 1 - 2x8 TRIM` 2x8 �TRM n � �! 1111 00I❑❑ 0 ca �❑ �0 - --- -- 0� ❑� -__-- _» DD ❑❑ J 1111 OL 00 � _- - --- ❑❑ a❑ ,St � 1s1 _�=- ❑❑ ❑0 00 �� FAN RADE --- — - - 1 riN. :,FADE - FIN GRADEX W 41 ui (j a s Unit D Side Elevation Unit D Side Elevation O O Unit D2 Side Elevation " - _ „ ® BUILDINGS 10 do 13 1 q"- 1 -n' ® 9UILDING 7 _ 1p UNIT D uN T E' UN1 T D I I UNIT B UNIT D ® 10 I UN17' C pti 3 UNIT C2 ® 1 -3 8c 16 I 6 12 6 1 W; 5 VINYL DWVINYL W n_ 13 SHINGLES 13 SHINGLES - -- - _ D4 _ -- - --- F - - - = w v N�i (_.UTTER -- > ......� f- NO Gly T`F� z - - cn - - - -- —VI N ti'I_ --_---_- I - � - -_ - WINDOWS VINYL YL > 18 --- - --- = - - - __ WINDOWS _ _ - --- -- 8DS -2x6 WOOD _ I C1) --2x6 WOOD TRIM C RIM '-- - BELLY BAND - ( _ F11 BELLY BAND VINYL SIDNG --- ILL 11111 111 -- I � VINYL SIDNG r=� li I l I - I __ VINYL WINDOWS I I _ _ VINYL WINDOWS U V - -- - - — WOOD TRIM ❑❑� C,❑ --- _ - -- - 1 WOOD TRIM, o❑ ❑❑ , - � --_- - ❑❑ ❑❑ _ ❑ ! _ ❑ ❑ -- VINYL CORNER — (] —_ _ _ TRIM ❑ - ❑ _ VINYL CORNEP ❑ - — rRiM � adLi - - - ❑ I 15" BUILDING STEPJp8 rii). Rear Elevation Rear Elevation 98-12 B LOIN 3 BUILDINGS 1 #1 3 H E E T R E F E R E N C E 11100 SW Barrows Rd � e�aar,o No. 1 2 3 4 8 6 7 e 9 ID 11 12 13 14 16 ib n Fouxkykn PM F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 P13 SUP1999-00174 29 o1 39 � RW Rcl,*tp F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 Ft0 Ftp F4 Ft Ftp F4 F14 Raaf Pb* R5 R3 Rl R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 P5 F2 R7 h t Bo4af" E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 Ea SHEET ORDER: S U F" R E D ' •LEGIBILITY STRIP c 2 3 4 5 6 � 8 9 10 1 1 12 13 14 18 17 18 19 20 21 22 23 24 25 26 27 28 29 30 a1 1 1 O1 ' NONI • jos 7' - .. . ,. - .: ... .. .. ,. - ., _ r�xrw ,y,...:;.,y...wYro..-r4+"rwr�•Fbe- a.ywy.n.. +w•+a.,.,r++.,r...w,...wuu..,n...,"..,A,.a-xiaw,gy r: k .. y f - UNIT B UNIT p � S UNIT D 1Z 2 8c 9 f - - - � T ✓,. -* L UNIT B � UNIT 5 UNIT C Q•' 2, 6 do S �N 5 UNIT C2 (Z 6 Sc 14 7 7-,2 Z 4IL 12 I , 12 I � i 6 ' ,-� D6 D5 � '- (6 i 10 I I VINYL SHINGLES \ - - VINYL SHINGLES I - - 00 I 4 --- --- 4 I p' — _ ~ __ '{ D4 4 _ - r. AT 17 Q 00 _ •.D4 - -T- - - - --- -- - - _�_ - 1e ATA. - -- --- s _ TRELuS .. W IF I'Fj I = i8 _ V) i 18 -- - i 04 16 i D4 16 — - = 06 i - - - D6 SEE UNIT Z NI - — - - - I PLAN FOP - ___ Q SEE W - -- �. ❑C DECD DETaILS i I W u - - ❑❑ ALAN FOR ❑❑ - --- -- - - ❑ j Z �❑+ DECK DETAILS ❑ _----- � � I I � ----- - -_ L i - — ❑ I VII O 0 _J Q 7p rm 1 w to 4 2 BUILDING C 15- BUILDING S p7 '5• BUILDING 5 7 E; i -, W 5 B� LD!NG $TEE TEP W Street Elevation � . ' Street Elevation ' ' > N W r. W N L Z COMPI,SIT,ON -- -MID-HEIGHT OF GABLE _ _ MIC_HE►GH'_QF GABLE --- 6 --- u W _LES -" -- COMPOSITION J SHINGLES p6 C6 ti�N rl SHINGLES 2 3 3 2 ! II Z I _ - P_a E - � 6 ,C6 VINYL SHIN',;LES 4r_ . -_. . _ • y TOP ATE _ _ TOP PLATE VINYL SHINGLES r / TO PL 1 D6 - -- - - _ P PLA- -� c -s ,Op TE -— - - - 6 _ _ ^I Pum 1 r -- - _ -- -- 2 —_-- _ �T 'A TE _---- 06 2x3 TRIM- _ , 00 5 ---,-- - I w - ^x3 TRIM - '. 2x3 TRIM - s I BELL T BAND_ �x i D BELL 5 �; _ _ =-- 3 d LQO F(,� - - --- °° _4 1 I I 1 ' Ar 4<< - r R - 2 _-IFA F 9 - - -- 2xtC BELLY BAND Sx' BE�Lr SND _ - �F� � o� --- -- —^ 4 Y A = _ 4 .�'-dam�Qp- -� 7 ' i TRELLIS li - 6 c - I - ac TRELLIS D - -- --- 0' - FA,'. , _ __ 2x10 BELLY o 01 I 2x10 BELLY - =- — _ -'6 - - O ■ - _ Ali. BAND z 1 �o , _-- - - — xt0 °- _ _ _ -- _ mc -- _ c I BAN — BANG - x1C BE:_ E�n'�D t l l II I I j 2ziC a__�`+Ea' = - end I I _-- j t E -- - - _ — -. - Q Qz (T 2xt0 BELLY BAND �r� E a'�_ ---- -- -- - �' - ---- - 1 �" --- --- -- —_- ___-- - - - - —_ - 3 :x8 TRIM-� z U ❑❑ ( � . _- u '-� _' _.___ ❑❑ ❑❑ •-2x8 TRIMS=-' i •- ----:- _ ❑❑ -- _- -__--- -- � (V 3 -_. -- _.r ❑❑ 2x8 TRIM Cn - 1st-1; _ 1st _ ❑❑ co — -_ - ❑❑ o� _ _ { �❑1�0 _-_— S a clti. GRADE-� I �- FIN. GRADE Unit D Side Elevation -- . _ - Unit D2 Side Elevation Unit D Side Elevation x a - - o BUILDING _Unit D2 Side Elevation w v - • BUILDING 14 _ _ - ' �^ •40 UNIT D ® 2. 6 & 9 y _ B UNIT e UNI D Z 2 _ UNIT B L UNIT B L UNIT D UNIT D2 (M 14 -' UNIT pZ ® 6 4 - - -jN I T D 2 Z 5 ----- ,� � AT I 12 t0 BRACKET 2 '` D6 t0 Z 12 DS H 1 I I AT I 16 - I D6 Ds BRACKET 2 _ I wNn 13 SHINGLES w - D5 I- ' 06 p� ' VINYL _ - - — D4 _- -- D6 13 SHINGLES __ 0 - D4 / - - - - �,. •4,-, GUT-c- __ -- NC GUTTER - __ --- t — D6 _J I - ---- - - — -- - - - _ 'L J L t -- WINDOWS - - ON YL iw1NDJW5 - -_ - - --- - I DS 2x6 W CORNER A7 CORNERTRIM I BELL r BAND = Q BELLY BAND -. j 4:1kA VIN YL SIDNG n� I � _ � I � I � Ili �li ��I I �i VINYL SIDING _ - --_-- - - VIN TL WINDOWS = ^ 1 ; I ( � VINYL WINDOWS ❑❑ :E]I - WOOD W jp TRIM _ WITH 5/4 x 51h" - ❑ LJ❑ - ❑� (f1 ---- _ _-_ TRIM Li -_ VIN - { �-1 _ ❑❑ - LJ -- ❑ TRIM L �OI?NEF }' �❑ I I ❑C! £ ❑C. ❑ - — VINYL CORNERELI W - ?RIM -- J 1 _� ❑ ❑ - - 15• BUILDING STEP IV4CY – .S- .-7 I L_ WA - _ BOLDING, ..E� F 15" Bl, '_J'NG STE� Rear Elevation �oe r,Q. Lm Rear Elevation --• �8� _ - �• 98-12 E BUILDINGSaFA� s UILoDINGS 2 w S H E E T R E F E R E N C E i IQ ft 1 2 3 4 6 6 7 e 9 10 r Q 13 U 5 JS n 14100 SW Barrows Rd FcuKWkx1 Pk r I F1 F11 F7 F5 Fit F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 8UP1999-00174 I r• 30 of 39 Roo Rw,* g 10 F6 F2 F12 F8 F6 Ft2 F8 F6 F4 NO FID F4 F6 Ftp F4 F14 a wxlf Pore R5 R3 N R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 eom7h" E3 E2 Et E3 E2 E2 E3 E2 E2 E1 E3 E3 Et E2 E3 E1 E4 SHEET ORDEk S U F R E D LEGIBILITY STRIP _ • _ - s o 2 13 14 Ig 17 le 19 20 21 22 23 24 25 28 27 20 29 3� .Y ZI I OI I I I N0M1 a�llOO� 1 . I L� ... .., . .. . .. ..,. .. . . ,. .. .. .. ... . . - .. _. . . .. ., mow. ...0- 11 a: till �i n rill UNIT B y UNIT B 4 UNIT B UNIT D UNIT D UNIT B UNIT B UNIT B UNIT b s - - - --�1 - - - --- _-- UNIT D2 C� 7 � 2 1�_ 6 10 - D6 I I D5 16 �D6 10 -- VINYL SHINGLES-, --`-"-' VINYL SHINGLES D5 _ .. 7 00 _ 1 Da - - _ 4 AT D4 pv G 00 _ _ - -_ LAJ A r a - D6 TRELLIS -- -- - —__ TRELLIS U 7 - - - - -- _ V) 16 r ❑ SEF UNIT F' Q ....,».. 18 ~ SEE UNIT t9 - ❑❑ PLAN FOR O W LJ _ �1LL1 I ❑ J PLAN FOR _ -- r _. _ 1:Ll Ll ❑ DECK DETAILS Z W ~ ---- — -- DE'K DETAILS ❑❑ - ---- ----- --- I0 Z - 0 ❑L -- , - - ❑❑ ❑❑ ❑ m = M --- - _ o Q r- 15" - _11 -- W I 4 9.. y.. 21 � 15" BUILDING STEE -- U7 � 4 W • I FiUll_l�!NG ',TE7P . 15" BUILDING STFPL 15" BUILDING STEP D7 15" BUILDING STEP -� W 0 Street Elevation , ,* 1 /8"= -] '- Street Elevation o J NJ '" W � w ImZo 00 COMPOSITION __—_ MID-HEi%HT OF GABLE _— W SHINGLES p v 3 2 VINYL SHINGLES COMPOSITION _—_ MID_HEIGHT OF GABLE -_- 61 Z D6 D6 TOP PLATE SHINGLES 12 '^ 70P UTE 06 06 VINYL SHINGLES 2 3 TOP PLATE _ _ T0P PLATE VINYL SHINGLES D6 D6 cc �x3 TRIM ' "w TOP PLATE ,_ T PLATE ^~ ;., 12 2x10 BELLY BAND -- -- -- 3 d LOOR 1 -- w 1 D6 i W q .. ... _ 4 -------... Z 2x3 TRIM °0 ~ O0 °0 -- . _. f� ---- --- 6 I 4 -4 2x3 TRIM.- In Ln D6 2x10 BELLY N - i - - - o, ■ 1 _.. —_ 3rd[FLOOR _ F R __ _ 2x10 BELLY BAND 0 -- 2x10 BELLY.. c m --- 4 - _ '_--- _ - -—- -Lu! 4_,-. --- - - BAND_ m r•, 1 06 ,n _----- -- - 06 TRELLIS ~ � P, - - ---- _- 2x10 BELLY m o - 2x10 BELLY Q CV CZ 2x10 BELLY BAEB - ND 8 -- -.-. _2nd _ - - —_ BAND_-- o -T :BAND �' _- �= -- - ___ —_ _ -- `n _ - —_ w z 2x10 BELLY BAND ❑❑ 2x8 TRIM-._ - _. 2nd _ 2nd ------ - <IU r NAND w � _ ---- ❑❑ ❑❑ 13F�1 -- - -- --- ---- EIEI [10 -- __— •1 - 2x8 TRIM x8 TRIMS` ❑❑ ry G7 ,st ❑❑ El El ❑❑ _ ❑❑ ❑❑ __- ---- - ❑❑ 0 ---- I FIN. GRADE 00 - -_ `J� �� _ 1st_ _ 1st --- �� a� ---- ui Unit D Side Elevation FIN. GRADE FIN. GRADE s J �.! U M Unit D2 Side Elevation Unit D Side Elevation ® BUII.DING 7 1 /8"= 1 1-U" 1 /F3"= 1 '-n" 1 I ' I I UNIT D UNIT B UNIT B UNIT D UNIT 9 � UNIT B UNIT © � UNIT D � UNIT UNIT D`--- 'r ------� UNIT D2 ® 7 I � 12 AT 2 16 t+ I AT I �` � BRACKET 10 10 BRACKF7 �l� I w O 10 I I 13 D6 DS ( VINYL 05 I 13 E cl- DD66,, I 10 ' n s DS -- D6, 1 SHINGLES CD6 J DS `;J 0 U > 13 SHINGLES � (D�4 VINYL w NO GUTTER D4 .� 0 F'! -� - VINYL dry GUTTER w 7 L - _= _ _- r ■ 1 -- -: — - -- -_ — — 7 - WINDOWS _- _ - C4 -- ---- 2x6 WOOD - - - - - - 18 6 D5 __ — WINDOWS f - - f _ ..,' _- VINYL � CG -- ---- CORNER TRIM - - - .._-- -- - I 11 - - - - 18 _j Z --- - BELLY BAND -- - --- --- -- -- -- -__- -2x6 WCORNEOOD i --- -- --- ----- - -, 1e _ - DS J TRIM -VINYL SIDNG - — --- FiEI.L Y BAND F_- -_ VINYL WINDOWS WITH 5/4 x 51W" — _ - VINYL SIDNG WOOD TRIM I -- VINYL WINDOWS I _ - - _ ----- - - -- --I '�7 ❑❑ - -- ❑❑ --�_ - VINYL CORNER - _ ❑❑ - ❑❑ - - - El[I _ ❑t.J 7 _ --- ---- WOOD TRIM � I ---- ( ❑❑ ma ❑❑ ❑ ---_ __.._ _- __ - TRIM - _ . r� n r, ❑❑ I ❑ u =FsACY ❑ -- --- --- ❑ --- - -- - u ❑ PRIVACY ❑❑ VVIINI YL CORNER nr L -- ❑ ---- ❑ WA L - - a _ - a - do -- -- M LJL � JOB NO. 15" BUILDING STE� 15" BUILDING STEP 15" BUILDING STE� Rear Eleva,tic�r� ' BUILDING STEP 15" BUILDING STE� 98-12 Rear Elevation 1 /8. = 1 - r.. BUILDIIVG�3 1 ills12 '15 BUILDINGS 4 � 7� W) S H E E T R E F E R E N C E W �icrTp NOL 1 2 8 4 6 6 7 • 9 V r 12 19 u 0 S n W FO SKbHM PIm F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 14310 of w B 390 Rd. BUP1999-00174 1 %& F1�!tll'� F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 Roof pkn R5 R3 N R6 R4 R3 R6 Y4 123 R2 R5 R5 R2 Ila R5 R2 R7 BIItivMarlr E3 E2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 E1 E4 SHEET ORDER: S U F R E D -- CIT1 i 'I I i ' '� 'i'I'''''�'i _" ' ' 'IIIIIIII!IIIIIII IIIIIIIII IIIIIIIII 'I,IIIIII IIIIIIIII IIII�Iiill'IIII!,i'11111111' LEGIBILITY STRIP 0 1 2 3 4 g 7 6 9 IO 1 I 112 113 14 18 17 118 19 20 211 22 213 24 25 2�6 27 216 2'9 30 07 �I 2 1 1 I 01 b HOW • I or .._ �� I 1 �,1�J,�.�1.�1L�.LU,�J.�I.��J.�J.IJP.l�.11.l�J.��.�.1.�.1�.�.1�J11.��1.�1�1.W111J.1.�..�•�.lU�1UiJ.1.J.IL�,l�,1.W.1�..111�oz ....rte - M�41�1 , I UNIT D UNIT B UNIT B UNIT B UNIT D 12 � 6 2 ! I I D6 w; VINYL SHINGLES �- O 13 as p 00 IQ) l .� _ � EEE _- TRELLIS D7 � � � /18 ==7== ILJ SEE UNIT Q W La O y .,r� r 4 ❑❑ PLAN FOR CSI ❑ DECK DETAILS �- Z - ---- - _- ❑❑ - ------ ❑❑ - -- - - ❑ _ ❑ z m vIi - - - N L', 3 6" 4 WWF D 7 ul Street Elevation o W ,N 7Y P J 'A W d. ui z v- aiN , U0 Q W 12 - J -—MID_-HEIGHT OF GABLE---- 6 __ - Z 2 3 D6 D6 TOP PLATE VINYL SHINGLES It r PLArE 00 --- w....«.. - _.D6. _ ---- 2x:3 TRIM C Li _. 3rd F 9R _ - " '2x10 BELLY BAND � Z —' -------- --- 6 - -- - TRELLIS Q � � _ _ :xt0 BELLY _ m o' mc -BAND . __._ c', _��_ -= a e- M 2nd, _ - LEI� _ 2x 10 BELL r BAND - _ --� 0 a 3 2xb TRIM-?-,- -- w Z Lm I 1111100 —=— ---- = r-❑ O _ t st FIN. GRADE w L: • • • x Unit D Side Elevation w 1 '-O' UNIT D UNIT B UNIT B UNIT B UNIT D AT 11 W I I BRACKET ( —I E' ui a l l 7 ( n J D6 7 VINYL V J U 13 SHINGLES ! Q uj 04 w I -J CO I o GUTTER r.r I - - -- ____ -- - D6 le -; -- - �- 'WINDOWS L G VINYL � t H ----- _ - - - - - ` 18 ---� -- ---- - D� -2x6 WOOD .J Z V - - - -- -- -- - - - _ `' CORNER TRIM O J �- _F11 - - - --BELLY ,AND (_ FIF ' -- - V --_ _ --VINYL SIDrI;; - - � VIN rL WINDOWS r { - -- - -- -- -- r } _ WITH 5/4 x 5Y4" 1 } WOOD TRIM =- ==- ❑❑ ❑❑ - -- ❑❑ =- o❑ D7 ❑❑ I a __ ❑ _ ❑ ❑ - ❑ ❑ VIN rL CORNER l TRIM -- Lail -- ❑ -P IV ❑ __._ J� PRIVACY HO -- LL - WALL- JoB NO. _Rear Elevation 98-12 BUILDING 77 • S H E E T R E F E R E N C E B Aft Na 1 2 3 4 6 6 7 S 9 10 11 12 13 u 16 % fl 11100 SW Barrows Rd BUP1999-00174 F+OIf1NjN]�m Plan F9 F5 F1 F11 F7 F5 F11 F7 F5 F3 F9 F9 F3 F5 F9 F3 F13 32 01 39 Roof FTCNI1t1Q F10 F6 F2 F12 F8 F6 F12 F8 F6 F4 F10 F10 F4 F6 F10 F4 F14 R00} Pkm R5 R3 Rt R6 R4 R3 R6 R4 R3 R2 R5 R5 R2 R3 R5 R2 R7 SHEET ORDER: S U F R E D ` DAvcftm E3 E.2 E1 E3 E2 E2 E3 E2 E2 E1 E3 E3 E1 E2 E3 F1 E4 C " I'ii ll��'�'� ll!I�IIIIIIIII�IIIIII!IilII;lI wIii!! w!jIIIIII III �llll lll��lli� lll!��1!I�' lllllll�lllllilll�llll llll�lllllllll� LEGIBILITY STRIP O 2 3 a 5 S 9 IO 1 1 12 13 14 IB 17 18 19 20 2I1 22 23 24 25 z8 27 11 29 30 . !Qmm al Cm I 71 Z,I I I 01 J s� 4 I HONI TOZ 1t � itI � L� ll! � oz -.. -.-.. ._. . .-.,t.,w«wee-».►+wiw+wr tw+•w«,-,+rwhex;w.,:•r..«neus.e.aa+n,w..ae.......Y..........,..... 1 ;. y' 0 i' i'- i R 4 r" s" y' • GENERAL STRUCTURAL NOTES SHEAR 'WALL USC 1994 � ( Nj ()UF KF O1 IRI:%tE:\7'S: •111 design and cunstntcnon ,hall conform u, the Oregon SAV4 ti LUMBER: Sawn lumber shall be graded an,i marked in conformance with V�'CLIB SCHEDULE T 23 = 1 = tilruc1tilal tipccralt, ( ()dc I9,0 (fiton Standard Grading Rules for West Coast Lumber No 16 Latest Edition All lumber in contact with concrete shall be pressure treated Species and grace shall be as follows unless otherwise noted on (;E:\kk%I.: ( onrractor shall pio, idc hiaci a or Sr.ipp0r1 required for temporary construction drawings See the plans to determine the different designations for shear wall materials, NAILING SCHEDULE 1"ads and hu structural Components as required during erection backfill behind walls shall not nailing, anchor bolts, and holddowns. Locate holddowns as closely as O Lf) hhaute e placed the grt all Is pntpcil� supported h\ the floor slit), or temporan bracing, Refer to - O archlteetural Llan, tin �sall openings. architectural treatment. and dimensions not shown usF GRADF Fb Fe Fep possible to the end ofthe designated wall. R �- v ( onsult nlrchanlcal Llan, tin ,lie, and locations ofall openings for ducts& pipes etc not Connection ........... ................. ........... Nailing' 00 ' shots n Wall Studs and Blocking G1 - GWB or GSB one side PI - OSB one side Just to sill or girder, toenail ...................................... ...............................�i?-Kd ., LLI 01 62 - GWB or GSB two sides P2 - OSB two sides 2. Bridging to joist, toenail each end 2 2" to 3 thick. 4" wide HF STPD 675 800 405 .................................................... _g LW DESIGN l.l):'►US: d ? 1" x 6" subfloor or less to each Joist, face nail ,•� SHEAR WALL TABLE _ � J .......................................... 2-8d 4 Wider than i" x 6" subtloor to each joist, face nail............................... 3- nc I gads I lour 4x1 PSI _ thick. 6' wide HF rs3 500 725 405 ,_ 8d Roof '" I'S1 (Snow) 1Aa11 Pana Nailing Intemted Plate Narlrn,u Anchor Bolts at \'af�e* ,- subtloor to joist or girder, blind and face nail.................................... 2-i 6d Wall Plates Mark at es Nailin " I sit Faclhtres 101► 1 SI• � � Concrete (PLF) �• � J 1'2"G'NB 1,2"or 5 8" 6. Sola plate to joist or blocking, typical face nail ............................ 16d a ().ct 16" .c f' H Z Il orrldor Stairs Lohhs ► 2x4 HF u3 405 - G1-7 one side T' 7" (2) 12d,u12" AB. (a)48" 4I Sole plate to joist or blocking, at braced wall panels 3-I0d per 16" �1 n1,1 I t,.u1 x \11111. I .\I'Otil K1 It _'x6 HF ui 405 1!2" CiWB 1/2"or S 8" 7 Z Lt4 r Top plate to stud, end nail.......................................................................... 2-16d 0 G14 one side 4'• 4' (2) 12d'Fr()" A.B. %r 48" 5I 8. Stud to sole plate 4-8d. toenail or 2-16d_. end nail � l- Z I ollitlimkU 1 BC (Ohl• / 0 11 i. I 1 0. C 2 7. . Rw n Joists ,1.. _ .................................. 1 _ GNB I'2"or S'R" Double studs, t' � one side ace nail..............................................I.................. 16d at 24" o,c. M '" thick, s'- X wider HF �2 850 1250 405 GI-iB 4" 4•' 121 I'_d c T' .-�B c 4K" 61 m 1•0I \1)% 1 1O\S Vlowable Soil licarn u Pressure 1500 PSI- .All foundations shall bear ` 1/2„GWB t Z'or 5 91, 1 U. Doubled top plata, typical face nail............................................ 16d at I6" uses p r _ D Double top plates, lap splice ..........................•........,................................. 8-16d �, Q on undr,tunc�d ,oil See loll, report pteparc�t hs Foster Geotechnical. P (' dated 6-I 5-98 for all Beams and Stringers LO G2-7B both sides 7" 7" (2) 12d c 10" AB _ 48" 102 > h relr�:un �eotrchnlcal Inbrrn,att+m 11 . Blocking between Joists or rafters to top plate, toenail .................. ..... 1-8d 4x DF-I_ ;12 875 1300 625 1 got�B � � na „ 1/2"or � s'8" 2 12. Rim joist to top plate, toenail .................... ....................,...... ..,....�. 8d at 6"o.c. � W ( ()\( RVI F.: ( onrrrtc ~hall contirnm to ,>mer:can Concrete Institute Standard G2-3 both side 4" 4" (_) l..d u_ 9 AB u�48' 10_t' WLj 6x and lari;er DF-1. r I 1350 925 625 1'2" GwB 1/,,•or S 8.. 13. 7'op plates, laps and intersections, face nail................... ...... _-16d 1111 "SpecrticatuntS 1 or Structural Concrete Fur Buildings" ,1n air entrainink admixture „ t. 14. COtit111uoUs header, two pieces............................ 16d at 16" U.(:. along each side It t cantor nnnv to I It( I+)n 1 n 4 Shall he added to all concrete c\pI Sud to earth or weather [Posts DF-l_ I 1200 1000 625 G2-3B both side's 4' 4'' (_) 12d(a)T' AB. r 48 123 15. Ceiling joists to plate. toenail . ... 3-8 D � W r� I'ru,Idr I"„ cntr.rnrcd air \tavnwm ,,lump ,hall he + ' at time of placing 7/Ib" OSB 1/2" AB(ri�40'•or d � J ( 5/8 AB %a'48" 2S4 16. Continuous header to stud, toenail..HF Hem-Fir. OF Douglas Fir PI-613 one 6" I- 1-) I.d 12" „ . . . . 4-g J d � t-� SACKS jlaps C4 \11\ O1' SPI ( iV. I til7;16" OSB I._• AB a,4"or •iling joists, over partitions, face nail ....•................... ....... 3-16d W •4, PI-3B ore side 4" 12" (2 12d c l8" 5/8" AB (d 32" 377 18. Ceiling joists to parallel rafters, face nail,.................................................. 3-i 6d W 7 r' m o✓ ( I \1t \ I PI.K ('1' I\SNF('flO\ GLUED LAMINATED MEMBERS: Glue lams shall have .RITC Idcnuficanon Hark. One coat ) Oi ( ()\( KF 11 KF( l'iRI':i1 �1 1 of end sealer shall be applied immediately after trimming in either shop or field Manufacturer and 7/16"OSB 19. Rafier to plate, toenail. 3-8d p J fabricator shall comply with UBC 2303 1 Beams and columns shall be visually graded Western PI-213 both side ?" 12" (3) 12d<<6" 111111 ' 0 1 " brace to eacstud and plate, toee nail..................................................... 2-8dSuhnmt deslun fill\ Slat) on grade Species Industrial grade, and sircagih indicated below ` 7-16"OSB 1/2" AH.@16"or 21 . 1 x 8 sheathing, or less to each beanng, face nail ...................................... 2-8d J 1111111 Submit design mix )TS I'ootinus and Walls 1'SF COMBINATION SPECIES PI-3B one side 3" 12" (2) 16dra16" 5/8" AB rR'4" 492 22, Wider than 1" x 8" sheathings to each bearing, face nail ............................... 3-8d Z ` SYMBOL - � - ---- L - - I hr use of ,e,ncr-,oluhlr �hlunde ion shall not he used unle,,S appn,�ed by the Arcl:iiect .As an Semple Span 24F-\'4 DF%DF 7 16" OSB -- • comer ..•..... ..•...••...•••.••.•.....•......••..........•....... ...... _ . Built-up urn r studs I6d at �4" o c 1P ,Ilternatne to the abuse theConu-actor mai submit a concrc e mix ContintiOUS or 24F-V8 DF/DF P'_-3B both side 3" 12" (3) 12d'a'5" 5 8" A.B ii 12" 8w 24 Built-up girder and beams .........................20d at 32" o c. at top and bottom and Canttle\er - - staggered 2-20d at ends and at each splice tiuhnut conctrte rias dc,,lgns to Thr Architect t•ur approval two weeks prior to placing any 7,16"OSB 1 '2' AB'a'l8"or 25. 2" planks........... ................................. .................... ........2-16d at each bearing concrete I he altei nate mux design shall be reviewed firr contorniance to ['BC 190.3 and 1905 HOL'DOWNS: Shall be as specified on the Drawings and Hoidown Schedule P2-6B both s►de�s 6" 12" ('_) 12d ii 6" 5:R'' AB 'd 24' 508 26, Wood structural panels and patiicleboard" co u, 1116"(AB 1'2" A B i 12"or Subfloors roof and ��all sheathing (to framing): J LLQ a ' Ki 1\1 ()RCIMI S I I I I SHEATHING: Sheathing panels shall have the .APA Grade Trademark of the American Plywood P2�3B both sides 4" 11- 13) 12d'av4" 5i8,, AB JTi16" 754 � Q � ° 3i - 1,'_ and less..•.................................. ............................. (�d ORADI r,n (t'\ of) KSI I detirrnted bars for bar sizes No 4 .Association O S B shall be exposure one with the following thicknesses and ratings * Hem-Fir or Spruce-Pine-Fir Studs � � n larger p 19/32 - 3'4 ............................................................................... .8d or td� ZD (Ik EDF. 40 0t) 4x1 KSI) b,r \o t hats NAILING SHEAR WALL NOTES: 7/8" - I"...............................,...................................................•............. 8d+ LU 1 1/8" - 1 1/4 -- --- - __.._._ -_ , 4 "............................................................................ or 8d` 10d �` f\1 I!ts (t� 75 KSI) tin smooth welded wire fabric Provide DIAPHRAGM SHEATHING EDGE FIELD BLKG I. Blocking is required at all panel edges except G I-7 G 1-4 and G_ U = ('lass C lap Splice, ___._- ,____.._ ___.- _,__-- __.____ __- �_-- 2. Nails for plywood panels shall be 10d common (interior)or galvanized box Combination subtloor-underlyyrnent (to framing): Z Minimum concrete cover shall h(. I st Floor 3/4" APA Sturd-I-Floor OSB 40/20 T&G IOd �-a 6"* 10d @ 12" NO (exterior) 4„ C oncrete cast against 1' - -- ---------- _ _ ._... 3 Nails for 1/2" \k'B shall 8 3/ and less .............................................................................. ...........6d; Cr) Z ka t earth � 3/4 G a be d cooler 3 grid Floor APA Sturd-I-Floor OSB 40/20 T&G 10d @ 6"* 1Od L 12" NO 7/8" - 1"................................................................................................. 8d� Q ~ Lotnu•d ,,urfacc exposed to earth or weather I I,_ ' --- - --- -- 4. 0 148"x 2 25" gun-nails can be used in lieu of 10d trails C/) 0 a U 1 ncrcte n+ t c\posed r, ",. Roof 7 16" APA Rated Sheathing OSB 24/16 r - 1/4" ' d o ( � p � :Ithrt or earth 3 4" / g Hd @ 6'" 8d l2" NO 5 3x framing is required at panel edges for M all Hark P2-4B and the nails on each 1 l ib" 1 I Od or 8d1 Lo Shear Walls 7/16" APA Rated Sheathing OSB 24/16 See Shear Wall Schedule side of the 3x shall be staggered 27. Panel siding (to framing): ! 6 GWB reduce., 50% for seismic forces 25 2" '' (•O\( 12E"I'F N:�I.I. RI:I\E'OR('1\(;: ��•alls shall he reintitrced as shown on the plans and per LBC' Table _. -1 Footnote #1 I/_ or IeSS ............................................................................................6d Q All roof sheathing and sub-flooring shall be installed face grain perpendicular to sapports and in a staggered pattern - - details or It not shown Shall be as billows 5/8 ..................................................................................... 8d C10 or as indicated on Drawings Shear wall framing shall be blocked with 2x or 3x framing at all panel edges (see �8. Fiberboard sheathing UJ i Schedule) b H O LD C�WN AND K LU �- ! Nall thickness iimi/ontal bar,, \ertical bars Location height 1/2 ...........................................................................................No. I i ga. i W 1 J (Do PREFABRICATED WOOD TRUSSES: Shall be designed by the manufacturer and comply with the "Design 6d V oc a Is" oc a CL of wall 6' max height Specification for Metal Plate Connected Wood Trusses, TPI-85" by the Tniss Plate Institute and LBC 2343. No 1(i f:a v Z w Design for the spans and conditions shown on the plans Loading shall be as follows FASTENIN t M + 4 ,r 111' oc r5 u I.;— oc a CL of wall 8' ntax height P" p 25/32" No. I 1 ga. l Top chord live load 25 PSI .........................................,. ..... 8d' Top chord dead load 12 PSF S I RI C I I R 1. S"I EEL: \laterals shall he In accordance with the t61low1ng Bottom chord dead load 5 PSF No. 16 ga. .SCHEDULE \*,ood ('onnectiun Bolts ASI'\1 1 .n7 Shop drawings and design calculations bearing the seal of a Washington State R.gistered Structural Engineer :;hall 29. Interior pattering f :\ichor Molts 1S i I :1 1(1' be submitted for approval prior to fabrication and shall be on site for the framing inspection Each truss shall be 1/4" ......,,•„•4d ` „ II identified with the manufacturer's stamp installation and bracing of the trusses shall comply with the Engineer's _ 8 recommendations and UBC Standard Chapter 23, Division III Field alterations of trusses shall be aesig ed by D Simpson """"""""""""""' "' ' "' ' " " ( d i t i n Wood wood Hoidown Concrete FRA11\(: \O7'E:S: Flanun�c accessories and structural fasteners shall be a. manufactured Washington State licensed engineer and be approved by the Building Official prior to commencement of field No Member Fastenei Bolt Embedment ,_ Q h\ Simpson Conlpam for appro�cd equal) Attach foists to flush headers and beams with modifications CS 16 3x or 2 2?' '�; z 1 Smmpson "t series µ,1st hangers to suit the Joist size Attach all roofelements with Simpson ----------FOOTNOTES---------- w CS 18 3x or(2) 2 (18 ilAlly T`.:! ('unipam Il I or 111 tees Nails shall he common Nailing not shown shall be per Table 23-1-Q of PREFABRICATED WOOD JOISTS: Shall be of the size and type shown on the drawings manufactured by , ;-��- ,- 1. Common or box nails ntay be used except % here otherwise stated. ! P CS..2 3x or 1. 2• (1_ I, r n w� U the l'It(' III ide Solid blocking at hearing points the Tris-Joist Corporation. or an approved equal Loading Shall be as follows -" - '- 2. Nails spaced at 6 inches on center edges. 12 inches at ittternediate supports except 0 P PP ) g • ' 1 P g iP P _J ROOF FLOOR _ r----~ - - inches at all support where spans are 48 inches or snore. For nailing of wood structural `L I HPAHD2 3x or 2 2. (17, 16d 101, pp P g Top chord live load See design loads above , anel and articleboard dia hr,. ms and shear walls, refer to Section 2314.3. Nails firr _J W Z 1�- PAH174:. 3x or(2) �. (1 1 ibd 6-1,�" P P P � [� r'1 En -Top cho,d dead load 8 PSF 6 PSF wall sheathing may be common, box or casing, Bottom chord dead load 10 PSF9 PSF - 1; g MST27_ 3x or (2) 2. (1- ' 16d NA _ 3. Common or delitrmed shank. z Le ■ M i MST37 3x or(2 2• (22) 16d NA 4. Common. INSPECTION: In addition to inspections required by Building Department Officials, special inspection by a (f) _ Special Inspector shall be preformed for concrete placement and reinforcing steel MST48 3x or (2) 2 (34) 16d NA `. Detorned shank. I (v1 n' MST60 3x or(2) 2 48 16d NA S. Corrosion-resistant siding or casing nails conforning to the rccluirenicnts cif Section -_J z SHOP DRAWINGS:Shop drawings for reinforcing steel, glued laminated beams, and prefabricated wood 2325.1 . 0 members shall be submitted to the Architect fora approval prior to fabrication If the shop drawings differ from the HD2A (2 2x 2 s/8" 5/8" or 3/4' 1 1" - PP P p 13 O ' "'. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at = � approved design drawings, redesign drawings bearing the seal and signature of a Structural Engineer licensed in the HD5A 3 2x 2 3/4" 3/4" 11" intermediate supports. U z State of Washington shall be submitted along with the shop drawings to the Building Department for approval. 1{D6A (3 2x 2) 7/8" 1 11" , 1lD8A 3 2x 3 7/8" 7/8" 11" 8. Corrosion-resistant roofing nails with 71'16 inch diameter head and 1 1 2 inch length firr co UI BEAM HANGERS: hangers not specified on the plans shall be the Simpson hangers below or their equivalent: 1-1D10A (3 2x 1(4) 7/8" 7/8" 11" 1/2 inch sheathing and 1 3/4 inch length for 25x'32 inch sheathing confornutg to file r }- HD;4A 12" requirements of Section 2325. 1 . -- - - 9. Corrosion-resistant staples with nominal 7/16 inch crown and I 1 '8 inch length firr 1 ,2 BEAM/JOiST HANGER inch sheathing and 1 112 inch length for 25,'32 inch sheathing conlonning to the f TJ1 iUT-series to match beam/joist HOLDOWN NOTES: requirements of Section 2325. 1 . i Holdowns shall be as manufactured by Simpson Co See catalog for additional PSL 3 1/2" wide GLT\' information 10.Panel supports at 16 inches (20 inches if strength axis in the long direction of'tile toe r,�). PSL 5 1/4" wide HGLTV 2. Nails shall be com-non 16d shall have a diameter of 0.162 10d shall have a Panel, unless otherwise marked). Casing or finish nails spaced 6 inches on panel CI) GLB 6 3/4" wide GLT 7 diameter of 0 148 edges, 12 inches at intermediate supports. 98-12 CL 3. Holdown bolts shall be A307 hex head bolt, or A36 standard "J" or "L" bolt I I -Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 o. GLB 8 3/4" wide GLT 9 4 Face nail bundled studs together with (2) 16d 0n 12" typical. inches at intermediate supports. 5 All holdown bolts shall be tied in place in the formwork prior to placing the f, concrete, ie. no "wet-sticking" of bolts. a 6. An HD2A holdown may be substituted for the PAHD42 Provide a 5/8" holdown bolt Hilti Kwikbolt If with 4" embedment. 0 14100 SW Barrows Rd. BIJP1999-00174 33 or 39 N SHEET OFnEP: S U F R E D LEGIBILITY STRIP 'D 0 1 2 3 a 5 6 7 8 9 Iv I1 2 13 a �"'^- cm 6 I? IE1 9 20 21 22 23 ?_4 25 26 27 2C 29 3'O 71111111 ' I 25X C D4 NJNI • IOZ _. JSLI.1��.Ll.t�,1.1.ILLI.t.�.I�.LIIUJ.J.�1�11�U.1�1.1U�11.1.►.u.i.w.w.�1(�I I.Ll.11l�.l.�.11.(�aj).l I.. oz 9. JA`1 . ;a fs' ` *0." �w�'t+vM�s+ =Nt�q+eawww�stx.�„+n ,+.»++�n .' nn�ra.n• .. � .. .. -. ... ... mom .. ., N!-+rw.+.M�w�`�•,�(.�yy�.'�rM►�,�..',",PYMdAJ.`�wlp�')+T'AFwlrMrwm+.+�-rvMgM!MT..n'wa,.p:MrwAM'+w4t.7nu•TIr+. r•'rNu,rq .w.r.•,.r. r.,.,...,n.... r.+•wi..Dq. w�Rw• n-.+wTre,,9fnM^Mn.w..,,,w•,n.n w. ,?'.-.ae..+.wMy.+",C�+wn Mp►MWh.!M'rey^wMma+TIM+IfM?k��M." Mlll "'�( 1RR..- ... y -y�1!it (2) 12D 4 7' T ri ` _-_ SHLP R TRU55 a OR ^34 Fk'^I 13 RDOF FR^MING PER PL^N ^NGHOR 0 2 i �C„ e L OG W/ (431 .0P / / PL^TE rl^ICG SEE ��P N.r✓ (?�>OF TRUSSES � �- `-- ROOF PI^RHR^M N^ILINO 5HE^R w^LL SHE^R W^LL 5CHEp ® B' ✓G PffP ST UCTUR L SEETOP N^ICING / / 121 12r ® 12" O C MIN � f1EF TrirU-5 FIEF' NOTES PL^TE SPLICE '-e L, RIM J015T W/ 12D r----131 1Op O c pET^IL 10/P2 DE^RI NG ^ � " "IF H. C'PpERS c , H SIDEU.N.O.P^NEL t"LOCK.0 121 2X8 C 2X4 W^.LLE, 0 2X DLK ------- ^.S REQ'D - (3) 2X8 m 2Xrc W^L.L In \/r-NT UNL-�55 NOTED 0 0 ��• 12D TOENP,IL --- STUDS TI-IERWISE 9— 0 - -- T,- M^TCH ® 1 v" O.G00 ROOF pIPHR^Gr-1 T rP SHE^THING fT r P I ,\ W M^IL 5I`^,CIN0 �- �-GXTCRIDR � \ h.T NC�N-P�FARING _ vJ�',LL SEE SHEAR WALL F!\2ED N^ISL C WK LLS._ 0 SGHEDUL E NG STUD TJ t"LK G ® 46 V) KING STUp TrP. ---� 1 TRIl STUD TOEN^IL W/ (2) - _---------INTERIDP 121 2X4 MIN HDR 12D f,^. END HEf+.R Wf1LL 'rJ^LL __.__ 1 r `- TRIM STUC�S - - --- �He^R w^LL 5HE^THINC� -^DP Rlrl JOIST WHEN ^ 9IMP50N H-1 (1) • OPEN.,NG:, 4'-04 LESS - PL^Te N^ILING PER f- Z ^NP N^ICING PER F'L^I-i r` 0 C^. TRU55 (2) 0 OPENlNr�S C>RI;^TER THArl :a 0 SHC^RW^LL SGHCpULC W -- ^ND SCHEDULE I ,=� Glzfr^TER TH^N 41 f- F' 12D ® 4" OC. Z 0 PSR^LLPL ' Q H" � 17 TYp. 11`1T. TO EXT. CONNECTION �' � � - -_ _ SHEAR WALL TO TRUSS EXT. SHEAR WALL ® ROOF TYP. HEADER ® WALL- EXT WALL TO FRAMING 3/4" s1' I J = -G" .,�' 3/4" = ?'-O" 3/4" _ " i,_J11 _-- — — -- - _ Q 3/4" 1'-O" `-" h w � � W I 511E^THING ^TT^GH W W FIRC STOP/DLKG PCR PeR SGHC:PULP VI 0 \R�HITrCTL)R^L --1 PL^TP N^IL'G SCC SHe^R W^LL SGHCD. 4'-O' i r 121 12D ® 12" O.G. MIN r,�I � -- SHEP,R TRUSSES I� 1..'-) - - PL^Te N^�L'O SeP_ \ -RIM JOIST \ I Q� h L� SHe^R W^LL 5GHeD N ----moi C^ JOIST TO DC - - Q � W � L^P JOIST 4' 4 L!5e 4- - ?41 1..r ' I l2) 12P ® 1?' O.G. MIN- 131 t3D T��CN^ILS --- --- SCGUF'CD W/ (1) 12P I w Z I- © V TOeNPJL e^ SIPC O bP h r I PRO`.�IDP SOLIp FL^T 2 X e X12'' i; a PEF' F'l ^''1 - DLO�:KINr� W/ (4112P (2) UP Tr7P F'L^"fE ------ - - - - - %� Ei\ ENP I z OU, -----_-- -- Til SCE PL^N FDR SIZe 4 5P^GINia �, - _ STUDS -5He^THINO f i - SEE SHE^R U/ALL / PERSc`HEG'ULE S=REDUCE NOTE: Wet" STIFFeNt R ^Dr7' bLOCKIN<� WHCN _ _ - �•HEhR v;�,LL � 5PLI0C 4 N^IL TOP PL^TC5 SHE^RW^LLs HeVULE F ^5 SHOWN • ^LL CXTCRIOR. IS ORB^TeR TH^N Q PLUP'PNNG, PARTY 4 SHC^R - 12D ® 4. OG. IUT J05T H, \NOCR P^R^LLCL W^LLS m C^ P`LOOR Lf'�/f;L � CIO 0.I 'PR PL^N TO M^TGH JOIST - ^ND ^T ROOF A FLU�^r-1 �Ehr-1 r'eRPeNpIG'Jl..^R �^p^LIEI- O Q --- mc TYP. CONN. ® WOOD BEAM S4-SEAR WALL TO FRAMING ` T . TOP PLATE SPL_10E � FRAMING AT PA�ZTY WALL 0 ~ 18 �- __... _- IN r WALL TO FRAMING w 3 i , � 0 � 3/4 = 1 -O 3/4,1 = 11_011 ' �.- 3/411 = �1_O1, � IL- U ( � � ROOF SHe^1 HIND / 0 t lelpl Tk^P L r'WD NOT SHS 10D 3 V O.C. GE 5HC^THING ^TT '\GH �' �Wt ED � FIRC STOP/bLKG. PCR �' Q Z PPL IPFOP L^RIT r 2 X 4 DLKG W/ ^RGHITECTUR^.L - PL-^TC N^11-'C SCC N•'1P U24 (OR —\ - PCS SGHCDULC 5 , ` :21 • •rf T f tlr il_^ v — _- SHE^R W^LL SGHeD � r, Q 1 �1 0U^LI C^. C 12) 12P ® 12" 0 G MIN -- HOLPOWN N^ILINC-1 -2X4 DLKG W/ PL^Te N^IL'G SCC \ _ � -r'^ TJI JOIyT TO De 1Op TI-1 0 3' 2X 5OL.ID DLKG W/ SEGUREp 'NI/ 111 12D SCHeDULE T 4 DTI( \ 12P COMMON N^ILINO SIiE^R W^7' 00 MIN, \\ TOENAIL P^ SIDr' LL O G ST^GGER 2X CONT. CUT INTO 121 12D ® 12 O G MIN. - \ w SIDE ® 12' CC ENP OF TR'155 5PLIGE -i I-- 1 I wet" 5TIFFer-1P.ti' W/ 5Trv23ro u DLOGKING P^NCL W/ _ fn N (2) X 4 W/ 2 X G FL^TWI�•e ^ND __[NOTE!, DR^FT STOP 4 L Q i �d �'Irt .J� �•T -.� -._ TRU�,c�E" (?) SIMP ^3S TTPe P1-a SHe^R W^LL -FIRC'- DMO PCR ^RGH -- - - i { (OR eQU^LI PER SCHEDULE ON 5HT D1 - f ^t-IP 141 12D 2 X <n SOLID bL.K'C� W/ (21 - 1 SP^Ge -- -�-_� e^ CND 12P COMMON 'i^ILS 0 /--(2112P 0 7' O.G - • •f fF�N 4!/aL I --� 7' OC DOTH 51DCS - �i�`�TfYt1c:� / WEB STIFFeNC'R-- - --TJI DLr'.'G (21 12D TOCK^ILS/ DLINDLeC' �TUC?S _ DLOCK C^. 51PE 1 -^DOVff 5He^R W^LL \ PER 5CHcpULE ADD bLOGKING WHeN . PROVIDC' (1) "V' Dr.^GC GUT 2X1O / PL^Te N^ILIN3 PCR Q \ r. TOP PL^TE -- -- �� - - 1' ^IRSP^ C'CSHe^RW^LL 5GHCDULC`- E�/ER 51-01 OC _ IS GRC^TCK TH^N PL^TC' N^ILING 12D 4' OG w 1 Sr1P^R W^Lt-- __� � SHE^R W^Ll. f 'err HOLDOWN SCHPPL''LE e,Hr-^R Wf�,LL-- 3'7" 3'z' f'r'_RF'C'NPICUI_^R_ v v F��R ^DDITI��N^L INFO PeRFENPIGUL^R -' P'\F^LLEL Q INT WALL TO FRAMING z EXTERIOR HOL.nOwN �� SHEAR WALL TIO TRUSS SHEAR ® COMMON WALL C7FRAMING AT PARTY WALL (, 3 ---„_ ----- - - -- w ■�..� 3i4' ■ 1'-C' 3/4 - -O 3/4" , 11_0 11 I'V T^L T R f\P c'() u �-- A\F L.Irr eR - PL^ rE N^IL'G SEE c- �-Wt" r T Slid u;N 121 2X4 48' U.G.---- -- / 5HE^R W^LL SGHED �' 1 =AHP A T filfii"' FOR CL.^RITZ' -, � � ^3S P^. SIDE 12) 12D � 1;' OC MIN __ C- 2X4 eDGe\415r- -10D 0 61 O.G 0 i= - f 1, PLT WCOP TRE P ® 24' O.G. - -- PRO./ICE :" MINIMUM 1 OLfiTE'Rll>RH,---'Lr-'OWN \ �l LIED ^NC Sc;REWED _ - , N^ILIN�. Z Gam-hC'IT I 1~ v- `'�:HC'PULC T 4 t" \ -- - Pie^RIN('� LENG 1 H ' ` -' `/) !n 7tJ 1, \ \ LSL RIM JOIST MIN 'Z4 2 X 4 PL^TE __ _- ----_---- - - 2X4 DLKG (� ® E^+ DR^GE O^DLE C'.'ND 48 OG SHE^'TI I`I6 ^TT'^GH -- - ------ ---- -! --- --- ��" \ TRUSS- - THROUG O.G. PER ��CHEPULE - - -- _ 51-1E^THING \ ` LmJOIST SIDe �1-,f+,NGER ^3S Z^. \ .fog 1`10.�� rP FLOOR r�OOF GOHSTRUCTION 98--12 DIRD'S r-LOUTH NOTCH T rP �__�pp f�LOGI'.INv WNePi SHe^R W^ 4 LNL �/ ' 2 X 4 W/ (2) 12P 0 10" r HE^RW^LL 0 PEP n,P �HC/\THri�. / SHE^THINGGRE^TEIRH^N 2X4 bLK G E^ SP^GE ^T --- 5 1/2' MIN 2X12 •12' ® G' M^X SP^N 48" O G. W/ (2) 12P E^ END 12D 4" OG. 7 1/2' MIN 2X14 ®12" ® �''-rc' MAX SP^N PERPeNDIGUL^R 5cC ~i�.�L��-�wN SC'r-IcpL�.0 F`''R ^rG'ITIL.-'N/\L INFO PDL-. TOP N PL^Te TO DOT OF TRUSS EXT. WALL TO FRAMING INTERIOR HOL_DOWN 16 � TYP. STAIR FRAMING TRuss BRACING ® END WALLS � 3/4's -- - --- ------- j SHEET ORDER: S U F RED 11100 SW Barrows Rd SUP1999-00174 34 of 39 LEGIBILITY STRIP o 1 2 3 4 5 6 7 8 � l0 II 2 omm.1cm 13 14 is I? 19 20 21 22 23 24 25 26 27 28 29 30 +t �I I k OI 4 7) NJNI s for L1L.1.11,tlilil_1II ��; j�jltltlll�lall.Wll� �11 �11�11111a11U.111�1�1j�1�11a11�W�1►l�1��i1►�1�lL�l�I�Ji111�1�1�1 l I i I 1 oz �1�1.ala.til ILaLLt1 ��U1��.l.L1J.1.�1.�1.1.1.i�l t.l L� :i. • �4 �'�?r�yJn /111.��f'i.'^+r'rt' rl��"'"'!l.'r�1!:.. _ .. ,. .. . F.�Y�.�M•!!R'f\T4� �.YYiAiMYe+.- k • I! 4K -A r :n Mr } dk h ,41 t•. 1p rr r a rl ` EXP D OL T rUIiITS P. - -� UNITS D OR G UNIT D OR G eNTF r q' PhRT i W^LL UNIT ENTRY 1 41 � NOT P LLOWEG' `. 4,� �• y�. a L- ^fr'n��C GP RAGC +30" ^T FIN FLOOR 1" s I� �.PhCE WHeN EDGE OR G ;"LPARA\NCE cc i _ 15" UNIT h• ORD C3^R^vf ' /�R^pC GCi►M _"�. e. Ire GhRhGE I ON Fpr`i. PLhf i LOOR � � � �.. 111- f18 GRf�pC bCAM �j STEP FLODR IN S LESS THhN t �n UNIT TOP OF FpN W^LL ^T FIN FLR eLEV 1 a �)��NG'TC THf�T TO►' a � V ' • STEEL COLUMN � •L OF 132PAPr G All ? 4 . /i 7• �� ^f P PLA TE h I aJ +• I I ° a') �� w�•. SAF P rye FL _ :'f? J -„ 7'a' STEP ° °— •vI o 9 ° °.I c Q L_ .7470 �. w e" r-- -,r� - -� 01f) + _ _ _ t- - -- eNTRr 5L -1 - -� �-- - 12 OUTSIDE UNIT G^R^Ge I �, r O ENTP r' - r FLOOR I " I - 5/B" EXP DOLT Ul/ P^RT W hLL W/ �✓-TFP L , . W � FLi.J)6W 3 : DELG �� I I "'� DRIVCWA r 2 3,'4. 1 MN Et iDeDt IertT 01 —5 C p I Fly FLS OR 0 5P^GING PER 5He^fZWhLL_ SEE NOTE SCHeDULt 149' 0c Mlly) nGO.�E 3 -- -49- �3 L _ - _,TEEL I 1 CL 61 FOOTING -- -__ - .- __ q ht tG' PLnTE #-1 ® a3 � ° �- T __ _._ I FOOTINGS `,, - / �- :3'd^ .u 1 NOT SHOWN NOT SHOWN •3co" 3 CSR^pE Dff-^M \ u 1';"dp - zl IN TH15 PrTAIL 0.l ENTR 1 PORCH ° a F- - ----a- TOP AT 4" ^t)OVE W - c-" Kt7 r f..I1111r;? WP••LL ro' REThIP11NO W^LL S' ®DPPI GRnpe DE^f I DRlVewnr _ -_• Z LJ f>R1`•�CWh 7" +2' 4'a" 11"®^ pRIvEW^Y 312" r5rLOW FIN FLOOR r T--i FOUNDATION STEP FOUNDATION STEP UMTS B S C ENTRY — '-'-6" - -- 12) #4 CONT Z m vii :r -- — - LAJP 2 ? ^. SINGLE whLL G. SINGLC WALL W/ STCP 0 -j I ,-- �. 3/4 - �'-O 0 n THICKENED L-A �,- - -- 3/4" = 1'-p" • THICKEN LOC ALLr ^5 REOUIRGO F�>R Ld W HOLDOWN DOLTS TO ^LLO W FOR 3 UNIT b OR G CNTRr UNIT? f% OR ,- UNITS ^ ORD GOVeR ^T DOTTOM OF DOLT I IIT A Of? p G^R^Ge HORIZ !{,ND VERTICAL 1 . STCP 19' GRADE Dents b.. � f~•�'De DE^M _ - _ - - --'� 5TEM WALL RCINF PER r J ' �._. .... . NOTCS ON D1 J Q 'a' 4" NOTC THAT -- - W N lu STCCL COLUMN - .-- ,+ •I � ~ ('3 TOP OF GR^pC F ^VING -- - - ----------------- ------ -- - ---- - ' Z u AND PLATC ` ` ?" ��'' '` DC^M IS ^DOVE plrl PT I SLOPE ^�,'^r 1 9'•Or W r G�,RAGE 71 L FLOOR a C) t I 1.5 H L^P �� Q 0 *7Y ui l,ar — LAP 1'-<0" -J •l_ ,PtiC, _ CNTRY SL^D - - -- _ ^.r^GC OUTSIDG UNIT - �' 11OF 5 CM W LL I#4 ^T DOTTOM Z X11 1P FL i,.��R �. - CNTRr - 1%J4 11"Y MLOW 9 SLOPING GONG pRIVCw^r FLOORPIN PLc 'OR rl-ep 4 (2) #4 C -�- t 11'GA � r 44 _�, POOTINGS POOTNC75 - - -- - --- g" ' Z Q L �NOT SN')WN NOT SHOWN 15' 4"®n - V1I'1 THIS pCTAL �• 1p121 #4 V��' RETAINI'1G Wnl �" RC1•AIMING WALLVRIVCWA I '� � 2,,,�,�• •7+a,� --. DRIVC�Wnr LAP FOUNDATION STEP (. 14) FOUNDATION STEP (10THICKENED SLAB E1-ENATION DlrierlsloNFOINT 03/4" ■ 1'-Q" �' 3/4" a: 1'_C�" �� 3/4" _ 1'—O" mc 2 STEPPED FOOTING 3 I NO SCALE <ry o -•---- •- UNIT D OR G CNTRr PAI?T I�W AL L 3 UNITS D OR G UNIT n OR D ��r e 'O'•O Gf,RAGC . G^R^GC --- I r -- -- I GRADC DC^M - 1- P^RTYW^LL CL �J I I STCCL GOLLN�IN i^- •3,ar lu 4- 4" q'7 TJI FLOOR JOISTS --------IIII J • ^Np PLATC PAVING - (,/) a i 1 r r1 SLOPING -- -- TJI DLf.'G , ' � •, .I I •Ir+ � � � ' ' ---_ G^R^GC DIM. PT � SLc.Pf' N i .71 a FLOOR _ TOfNNL 8D®G" OG ' I A L NIT f?NTRY �� _+.O'_01 1 a , a • • 12 SLAD ^T 312` eNl QY _ PSL HE,ApER ON 4� SURRnUNDING �_. Nom. TBP ^T ^ UNIT �•� WA1..L FR1^,MING ° .1'a 7' �„� (SEL OW INTCRIc''R ,-, �, � STEtL COLUMN I = FIN FLOOR I \,I +O'-C-'” AT A\ UNIT - --� • <o" ^T D UNIT . (2) #4 CONT - 12" ''-�� `^ 11' ED � 3 FR^MING ^ROUND 0 W 3 5TCCL POST --- Z rf-;� "TIN. 1 FOOTINGS - _ -- -_ _- w_ 'W" NOT SHOWN •Z NOTCH HE^PFF FOR w a �3 1 7 Lm W^L.L, TOP PL^Te5 V J \13 / PC", 'FWD. - . Df<_I\SEW^Y�- b.'8X21 8' GONG W^LL < > _ - PSL HE^DER o _j � (zl F... FOUNDATION DETAIL ,�� FOUNDATION DETAIL. ( '19 — --- - - - - ------- -- - - -- I - - -_ GARAGE APRON -- �' ..■� •�IMPSON J% J8 X 21 OLUMN 3/411 CC046N 3/40 � 3 G 3/4" = 1'—O" SECTION �9/qro" .j G L ~ )e" HE^DED 5TUP5 '4 1'a"X10"X12" D^SE fE 0 Q FLOOR FR^MING DLOCKING -J z FJ -- - _ WOOD HenDeR 0 STEEL COLUMN FLANGES} -p-�WfrD r I 'e" 1'a"X 10'X12" D^'jE fE I 12(_ I I t FLOORG^R^Ge W/ (4) '14' pl^ X 15" I ' - Flt'i. FLR ELF\/ I �?3 I STeEL COLUMN �1 - ►-C^PF`D 5TUV5 d" (3) #5 TOP �,-+-r ._,_-, I1 - 1. #5 ITrP.I -+-F--I- �� -41 I I-F --1-4 I FDN 12/� GLR. I I I I I I i I I I WALL I � A 131 #5 DDT. _ _ _,-- �- I IN FLR ffL-ff I I ENTRY JOB IT 1 " 3' GLf^R #3 TIES c1 61 O G A 2�Ir I I - - �SLAD �- �- IT T-T _F i-- I-I--I -T -T T IT-], Qa-'12 �OPTIONN_, FOOTING OPTIONN- F-OOTING 1-- _l j— GRf',pE DP^M 12 NOTE: FOOTING IS HOT OPTIONAL FOOTING 3 M-GE55N<r TO GRADE bEnM DESIGN M CA_ NT1LEVERED STEEL POSTS � B a C UNITS ,� 1"�ONi�1�T FRAME _ E1.,_�V. 3 C4 (L2 11 / II � , � r - ___ �__—____YY_—_—____--- — _ -- --__ -- __-- — 1/4 - 1 -O 'E T1�v 14100 SW Barrows Rd " 1/2 - 1 -O SHEET ODDER S U U BliP1999-00174 (e 3S of 39 (_ I'itii i! IIII '.iiiil, . I Ali iiii, il I .i t li11111 Ii111111tI M ilii, t I. II',III !li''', LEGIBILITY STRIP 0 1 2 3 a 5 6 7 8 9 10 1 I 12 13 14 II8 II7 IIs IIs 2 C 2'I 22 23 24 215 216 27 26 29 30 I Omm.i,m e I I I 01 HDNI • 1 OL I Il�jj.�i 1 llJ l 11J-i1�1.1.1.1.Ul.�.l 02 n .. rAa1+1M/wM�'.�"`- wwirrro"I!R h'!7!3'O•'f"'�°�°P".+,."�2'r•�'"^p ^"�'*�". .., 7Est" �� ate.. � � r .. .. _w•»N+14'+�.'n.M-..w. a..a.»ryy..ggti»Mv m.�,! rMp+t".+'•^ , i tI • y 1 -- � INSU�ATIC?I`t D�FFLe I T rP erTeRIOR 10 TrP FLOOR' 2x4 DIRDDLOGIc ✓Egli P4 I :Or15T '3e, GOr'IP051TION R001`I110 I OVER ROOF 5HE^THIP1(j -0^M0 hl^IL T 5 - AT 24" OC R-36 IN51_JL^TION I F, f LSL RIM (P4(p4/ I � � J � � O I 0 TRUSS ..... SEC Q/D2 I �-'x��; � � I I 12 I I AIL. W 0 I r- a ! It F ,1 Ir iSUL I 2X6 o F" i I I GUT T VR r�vt �CZi y� I I 2 L^YER5 so' TYPE X GWD I I � I i � r d1i I J I TYPIC^L CXTCRIOR W•^LL _ O W 7 1°»4 U D G r 1 HR TADLC 7-G #21 Z � 0 X17 FL.00R / WALL I TL_. ; ROOF EAVE ROOF/CEILING � Z m = tO L' SE - ��' 1 1/2 - 1'-O SECTION �1 1 1/2 - 1 -O SECTION W 3 1 HOUR R^Top DLD05 NON R^TED W Ld i P F/TeRIOR WALL CONST NOTE SHe^R PLrW00,C) WHERE INDIC^TCP TAKES THE PLACE OF THE C�YP , �1 I r I•' i-L%'c JF' ON5T '^ r-.., s • � � SHEr�THING NON RATep WALL O N J W ^ 13 SIDING OVER o rYPe X I --� OYP. 5HTO., 5Htf^R PLYWOOD >IDINGv OVER 7/1cv" 1 : - S 1 1/6' FLOOR 5HF^THING; - n I, WERE IriDIG��TED 05D SHEATHING 11FTA!. - - - - ------- ----- I WHERE I'tDIC^TED _ Q W IN I — d' 1Xelr , , it T W J EXT 0,WP� ?rt• I Tl- '' I 2 X 12 AT 12' O.G. 1 R-21 .�.a Z D^TT INSULATION `-PROVIpU P-25 INSUL ? OVER UNHEATED �-,4X40 ^T I SCC UNIT 5T^IR --- _ PL^NS POR RISCR C/) 2Q c—'< �� AND TRCAD 4 1 LAYER se' OWD ® '�' GWD O\/CR �J Dlr1ENSIOriS 2 a NON-RATCD DL17`05. So' TYPE 'X' OWD 'IX STUPS AT 1co' OG _J W 2 ' 2 L^reR5 so' TYPe X 0 O\./CR 2X STUDS Q 4 Q r -'- 1 HOUR DLDG5 AT 1c'o' OG 0 1 4) 1 F._ tr+ O. A• , hlA �: TEp Fv iR OA `ILE + L�SECTION P 6105 INSULATION AND ENERGY NOTES Mc PROJEC71NG FLOOR ;�, S_TAIR DETAIL_ TYFP. EXTEfRIOR WALL hKiati°^ - d Doors 66 1 1 - �O -- All Insulation materials shall be Installed according to the All axtarior doors or doors serving as access to an enclosed /2" = 1'-O" SECTION 1 1/2" = 1'-O'' 3" = 1'-O" PLAN manufacturer's Instructions to achieve proper densities, and ma.ntain unheated area shall be weather stripped to lirr,t leakage around their Cn Z I v uniform R-values Substantial contact of the Insulation with the perimeter when In a closed position w a 3.. LM surface being Insulated Is required The thermal tronster characteristics of Insulated doors shall be rc O o Where required, insulation shall be Installed with clearances determined per NFRC 100-91 2X TYPE 'x' GWD O c m according to anufacturer'. specifications Insulation shall be 2X STUDS P,'r 16, ac _�� UNIT Installed so that required vF•ntilatlon Is unobstructed For blown or Wjrldows: poured loose fill Insulation ,Iearances shall be maintained through Glazing U-volues shall be determined In accordance with 14' 140 PLY WOOD SUDFLOOR OVCR Installation of a permanent retainer NFRC 100-91 TJI'5 ® 11'0" OC -� Windows and SGD shall be double glazed vinyl type with the LI-values 0 Tcb on G(ode Indicated on the unit plans W UNIT) 2 R-15 slab on grade Insulation shall be 'nstalled Inside the foundation Windows shall be furnished with outdoor air Inlets as Indicated on w �� - wall, and shall extend downward from the tc,p of the slab and then the Unit Electrical plans. Inlets shall have a controllable and secure Z �U - - - honzoMally beneath the entire slab Thls occ yrs only at units E and F eMnes opening and be Capable of a total opening area of not less than w 'rn Tour (4) square inches o,,d tested by a nationally recognized R 2S ATT INRTI t-1 CrovA s standard or approved agency and located to avoid drafts Inlets L' ^T'T INSLIL^TI0_N D SUL^ O Crawl spaco four Jotion vents shall be placed so that the top of the shall be screened or otherwise protected from entry by Insects, leaves, — -� vent Is below the lower surface of the floor Insulation When or otter material. foundation vents ale not placed so thet the top of the vent Is below the DUCT lower surface of the floor Insulation, a permanently attached battle Roo 11 e' TJI � P Y ROOf/Ceb'lgs: �, shall be Installed at on angle of thirty degrees from horizontal, to Roof/Cellln Insulation Oen-Blown or poured loose fill }• PROVIDC 7/1w' O_ D 9 P P Z Go' TYPE 'X' GWD t iverau flow below the lower surface of the floor Insulation. Insulation may p p g Q e ONLY DeTwEt=N STUD AND dy be used In attic spaces where the slope of the ceiling Is FIRCT^P GARAGC WHCRe INDICATED A ground cover of six mil (0006 Inch thck) black polyethylene or more than 4 In 12 and there Is at least 44 Inches Z --)NSTRUCTUR^L PLANS, approved equal shall be laid over the entire surface area of the ground of clear distance from the top of the bottom chord of the truss or Z 2 L•^reR; / within crawl spaces. The ground cover shall be overlapped 12' minimum ceiling Iolst to the underside of the sheathing When '�' TYPE 'X' c�wc --_ GAR^Ge SECTION g LU a at the faints and shall extend 12' up foundation wall, save vents are Installed, b��f fila of the vent openings shall be FIRET APe arts -- 1 HR UDc, 9O LM 1 HR- NeR-200 T^DLC 7-D prnvlded so as to deflect the Incoming air above the surface of the ` _J U AS5er1DLY e-2 T Y GARAGE 17 1.3 Floas Insulation. Baffles shall be rigid material, resistant to wind driven 'G� > Floor Insulation shall be Installed In a permanent manner In moisture When feasible, the baffles shall be Installed from the top of YJ w z �... substantial contact with the surface being Insulated Insulation the outside �t the exterior wall, extendingInward, to a point six Cn FLOOR OVER GARAGE � T O U N 1 T WALL supports shall t Installed e spawn Is in more than twent -f cur P � _J � ( 15�— _ _ 9 Y Inches vert,cally above the height of noncompressed Insulation, rand �, u,( 11 ) _ Inches on center �, �'. PLAN twelve Inches vertically above loose fill Insulation Baffles shall b_ In O Floors separating conditioned space from unconditioned space shall place at the time of framing Inspection have a vapor darner installed Vapor barrier shall be Installed on Where the ventilation space above the insulation Is less than an CJ Q Q ~ PM PT the warm side of the insulation The vapor barrier shall have a one average of twelve Inches roof ceiling assemblies shall be provided with Z T H, 'TP' SE's E'Ntsl N�'Tes - N_Te: see eNERC-�Y NOTES perm dry cup rating or less (ie four mil polyethylene or kraft faced a vapor barrier having a 0.5 perm cup rrating or less Faced batt insulation f plrl PT __ _ material) The floor sheathing may be used as the vapor barn�r If where used as a vapor barrier stapled (^, U ''n`- `'►!PT RCc"ARC'sNc� THIS SHCeT REGs1RDING - -- shall be face st led �✓ (J It A%n k. ^ITc--,L,A,D IN,UL^TION 1 rated (and so stamped) a# one perm (max) ()therwise place vapor Vapor barriers shall not be required In root/ceiling assemblies 7- Iii 4,11 TL.,f, P ^t i 312' GONG 5L^D -1 O barrier or. top of joists before placing sheathing where the ventilation space above the Insulation averages twelve inches P.T. 2X4 or greater .Ji ''^^ I —PT. 2X4 Exterior Wc�Ns Vapor barriers shall be installer) on the warm side of the V ' r'1It„I ,P L P f'E 111 t4 T.. D^R All wall insulation shall fill the ntire cavity. Exterior wall Insulation � FPN PLAN - I ° a " `j a I --PIN c�R^CE t i —k cavities Isolated during framing shat! be gully insulated to the levels " a `�-L A\r, AT "� ° �':' of the surrounding walls. All faced insulation shall be face stapled to �{ep�ppps �Irt -,:?tip1TI��N " O " _ ,�� avoid compression Fireplaces shall be provided with each of the following -`FiN. GRADE - 4' 4� '✓^POR P)^RRIER Walls separating conditioned space from unconditioned space shall a) Tightly fitting flue dampers, operated by a readily accessible -- #4 ® tc„ HORIZ SLAD ^T a R-15 RIC-71P INSUI ^TION have a vapor barrier Installed Faced batt Insulation shall be face manual or approved automatic control a 51M GONPITION " stapled Vapor barrier shall be installed on the warm side of the b) An outside source for combustion air ducted into the firebox )08 tio. fu �FL'W , �, ��, ® 1r,' \,/CRT (i, "L. VAPOR -� - " 8• E5 ® t5' VCRT insulation 1'''�rk'It'r•' �__ The duct shall be at least six square Inches, and shall be provided with h^RRIPR an operable outside air duct damper T�7-'12 ' #4 ® 10' HORIZ At L a � OQe c) Tightly fitting glass or metal doors, or flue draft Induction � tEL� FILL " " These air leakage notes apply to those locations separating outdoor fair) or as approved by the Building Official for minimizing backdrafting. FILL �,�f"1P�• ' "., GOr1PAGTCD , a " • -� "d " ambient conditions from interior spaces that are heated or mechanically d) Include elbows for offsets to framing as necessary I �) ,f' r --1 -=� cooled �I V^POR DARRIER a Exterior joints around windows and door frames, between wall cavities 3 ♦a DONT - 4' FTC DF ~SIH 13) ♦4 CONT 4 FTG DR^IN R-15 RIGID IN5UL^TInN and window or door frames, openings between wills and foundation ° between wills and roof and wall panels, openings at penetra+Ions of utility r - -- � << ! services through wills, floors and roof, and al, other openings t1 the bulling g �-- envelope shall be sealed, caulked, Basketed, or weatherstrlpped to limit air S L_A / F D N. 0 B a C T Y P. SLAB/F D N. _ _ 1 S U L A T E D ENTRY S L A�► leakage in a manner approved by the building official4 (120' -- - - - --- 2 __ _ -- _ X16 � � — �_� SEC�f"loll _� 1" = 1'-0 " SECTIONS SHEET ORDER: S U F RED 14100 SW Barrows Rd_ I SUP1999-00174 �� 1 36 of 39 -- i MVY,N„IrN..,.r.. ±lir..• JM•.sYi..,r ••. Cr 1111111 IIIII!IIIIIIII�III'�IIIIIIIIII'11111111�111111111�1111111iI�ill�llli�lllllllll�lill ill �l!Il�l�ilIIIWillilli!i;'!II�lilllllll�llli�llll�lill�llll�llll�llll�llll�llll!�I'Illll!IIIII�IIII! LEGIBILITY STRIP O 2 3 4 C)M,.! �m 5 6 1 9 9 10 1 I 12 13 Ia 1 Ie ly (! 19 20 fill 22 23 94 08 Qb 27 216 28 30 ZI I I nl J MONI • IOL I I I I�.1fJll.�l.�ldILL1),J�.�u111.IJ1J11J1.1L1�1��J I.t111�UI�.W��11.W.j1dJ, ,J 11.1 1L �ll,(>1ul.abbILl.I.lI�Cie pili I,. "Imp b - w,,. .r191A.--, +irt++C!Mw. •! . e.i.e•«,«,,..,,ewN....,.:,.i. ,.h.na.,•• ,-. a-.+A+, ,.».n.M`•'M, ..ti,.m.,-.„'.;. • I»,a.dr«n.x M.M.�. rN«.• ...w..r.,rn,.rwbwr..i,w,wnw...a,�.;H,.!!..r M»..,.,..: ..ur.epi•+NR.!Mw r: a 't 1 s , ti i I S ' cARR'r PR^fT5TOP TYP. ATTi�GH 2X 4'S FRONT C�h �f. / 34' TqT40PLrwooD TO ROOF 5HTeXTeRiOR PER �o/DS G US5 W^I-L hT GAR^GE. .�eS . - TO NON-ReMOVIZDLe VINYL 51PINC� O/C^ti C,) T A,Np Gam. ^t,LLE ✓ER _ -_ _ -- FIRETAPE LLTG O OUT R 05D OR DOTH) / I OUT OVPI? Rer1O'� E UNSUPPORTf'P 2 X 4'5 AT 16" OC I Gr°�plfT W/ f'e" TYPE 'X' ;OUr1TEkTOP 7 J�ItiTS GWD AT INTERIOR I �, '1 14 _- 11 e TSI c, GADLE TRUSS " j R-30 R-30 I - 2X6 WALL WHeRe N, Tep - ___ - - _ �- JL INDUSTRIES ! Y p 1 �- MODEL FD 22X 30 I O O DUCT IIRe RATED 2 X 4 P T FL/",,TE -� 4 v �'u Q a a E2 �j4 - ACCE✓5 PANEL �- c111f`RTEP ROUNC' ° v MAIN j R 3O -\ I>, TRU55 I GARAGE ) W 00 FrEf i . .iAe.LE TRIP-� i r I FLooR d:f r>P1ET R3CO. 4i FIN15H GRADE 2 LAYERS - TYP ROOF/GLG. - _ G z 4 z ,4 CONSTRUCTION v TYPICAL 8' z a - -- =III I'=III II. 1 HOUR PARTY WALL FIRESTOPPING -II II=I v z - - - t-CR-20O � 3 P'ARALL.EL TRUSSES 2 LAYERS 6e" T I'PE X GWD A55eMDLY e-2 (,�5 AT SIM CONDITION 0 W F• _ W SECTION < — Q Z X10 BATH COUNTERTOP TYPICAL TJ1 FLOOR /ROOF= DETAIL._ ATTiC AC '�ESS Ex-r', GARA E Z m �, �, ----- --- --- - -- - --- ( 13 � 9 - -- - 5 --- - _ G W A L L 1 '' '2" = 1'-O" 1/2" = 1'-Q" SECTION 1/2" = 1'-O" SECTION 3" _ 1'-O" SECTION C1 1/2" _ �'-p" SECTION W I - - --- ALSO see STRUCTURAL. PLANS AHD ' W f z 1 DET/4\I1-5 FOR SHEAR WALL -7 W 1X3 TRIM --� WCOP ROOF 5HTG ) — -4 - �� 0 W ,-N •t "•,I Ar 1T 2X8 TRIM - o ,Ia�yG F.O S �-` '�,` 6e" 'X' GYP 5HTG s- -� In VINYL WINNOW 6e" TYPE X GWD 5HTG FIRETAPe ALL I (V ROOFING UN5UPP0RTep - GADLE TRUSS EXTERIOR I I UNIT Q r- W __ -- 5Tf'P FLASHING JOINTS W Z m u h GADLe TRUSS '-_' I IQ O / _ THRESHOLD o h/4 X S'z" TRIM Li J G✓•LOPff 1/8" / FT R 30 _ ° 2X•3 TRIM l z 4 z 4 z a 3'2" GONG 51.AD a a aUll-DINGS7EEP TYP. ROOF/GLG.R-30 4CONSTRUCTION °TYP. RGOF/GL.G. TYPICAL 8" �- - See STRUCTURAL w CONSTRUCTION Pi�RTY WALL x 0 17 FOR Rf'DAR ANP SIZE fiNTL tiIPING OVER SHEATHING z4 3 .� � pIRESTOPPINGTYPIGAL 8" /1RTY WALL SECT10NMc W11yDOW SiLL. i?AKE AT ATTiC DRAFTSTOP FLUSH F-N7 Y L O R D E T A 13" = 2 ---__.- SECTION " - _ " ,� _ ,_ �, J z 1 1/2 - 1 O SECTION 1 1/2 - 1 O SECTION �� = 1�_p„ --- — � 3 Q5 IL 13 METALLIC PIPE - ui fep/ q ~ o Jz ° ;ZA4 UL APPROVED *}_ /TWO LAYERS 'a' TrPE 'X' O DOUDLe 2X4 WALL ON SEPARATE Ur�i� ° FIRE CAULK � I PLATES WITH 5TUD5 AT 1<0" OG `'�''/r' OR ONE LAYER OF AROUND PIPE PLYWOOD DIAPHRAGM AND /NRTY WALL ONE LATER 'z' 'X' GWD 15 NDN-DeARING _� UL WL1052 13 TYP. 8 P _ 4 DIAPHRAGM mP,ILING SITUATION ` U �' 3 CAPING "'VER 5/4' x �,'2" WOOD TRIM - 1 HR �p5 - S - -- - _- - _ J 7/14,' O5D 5HTG: - I z 4 z z a Z ?VCR 5TUD5 / VINYL WPW - u ! 501-Ip CONTIMUOU5 LOGKINGr 4 FIRE' 7e51 - -- TOC NAILING IGDO REPORT Q 6 6 z 4 : ! - FI(?E:�TOF'PING Ib. A55eMDLY NO 26S4 4 44 TYPICAL FLOOR _ FIReSTOF'PING -T - CON5TRUGTION � . z =--d — - DeARING z� 4 'z" TYPE' 'X" GWD S IN`�ULATI ,N .2, CWC' - - - - r - - - -- - SITUATION r WRAP PSL DeAf'I DSL DE'AM I I TYPICAL FLOOR z �4 z -- �-" it WITH GWD SAME }; I 3'a' ACOUSTICAL AS CEILING , CON5TQUGTION 1" PROVIDE VERTICAL uJ l- - -- -J - - z AND HORIZONT/,,l_ -l5UL^TION TYP. e PAk.T Y WALL - 1" _ 3 2 LAYERS DOTH FNGf'S n- I r OMIT DLOGKING ONLY NON--DrDf.'.ARIHG DRAFT'STOP,� AT R-11 DOTH 51PU5 WHEN / AT DUCTWORK SITUATION SITUATION " ONe Slpe 15 UNHPATPD U GARAvE FIDERGLASS IN5UL. 10'-o MAx oc PARTY WA L. PARTY WAL.L FIRMLY ATTAGHFP PLAN < w Z F.. 'f9 TYP. WINDOW JAMBDROPPED BEAM AT C AT STEPPED FLOOR AT FLOOR Y � li ° �' 'i '1'� - -- 7 - -- TYP. P dA#�T Y WALL -- 3 — — -- > > ■ PLAN 1 1/2" 1'-O" SECTION 1 1/2" = 1'-O" SECTION �_/ 1 1/2" _ �'-O" SECTION " _ z 3 1 Q 5r-r- 5HT. P1 FOR P.T PLATE Z� Q ANCHORAGE TYP. PARTY WALL 5e" GWD TYP. EACH SIpE O\,ieR O J iAGC OF GONG Fpm 2X4 STUDS AT 16" OC -� Z GARAGe� WALL 15 1/2" OFF ` Z l � OF PARTY WALL 8" PA1.T Y W ALL 6/DS `f I � -1.- GARAGE WALLS ARE 1" I 05G� SHTC- 4 �, '4' X 3'i' WOOP TRIM GARAGE LJNIMSULATep - �` --i >• C'VER STVC".c, Elm. FL-R. 2 <1- i r VINYL WDW VAPOR GONG. 5LAD OVER --� DARRIeR\ �• 6 MIL. VAPOR DARRUR '\ 4 r13 p GARAGE GARAGE' I I GARAGE .;oe rlo. I f `4 ANT FLOOR ° FLOOR &M 4 TAPE 1 PAINT TYP 98-12 DAMP- ►- f". FLR. Ole '1' F'L-TWD 1 HR. RATED PROOFING 1l-�)S14 UDC L O -_rTADLE 7-D 17-1.3 See PeTAIL 0 I 8" CONC IDM WALL -� 2/D14 tGW11 • • VAPOR DARRIER �— , FOR REDAR �^ PLN 0 8" 9' 8" Ilk- ,4 TYP. INTERiOR WALL. N 2®�-WINDOW_ JAMB -- STEPPED FOUNDA7102:) 1`I PARTY WALL FTG. 3" PLAN 1" _ '1'-O" SECTION 1" = 1'•-O" SECTiON SHEET ORDERS S U F R F D 14100 SW Barrows Rd. " BUP1999-00174 37 of 39 Cm 1111 11 LEGIBILITY STRiP o 2 3 4 5 6 7 8 9 IU i 12 I:? 14 16 17 I8 Ig 20 21 2'2 23 24 215 26 27 2!6 29 30 _ '_ ipmmicm LI II OI I�� NONI IOL 4 I{`11 II II�'I''IIIIIIffIIIIII,,II II''II''IIIIII''IIIIIIII 1IIIII'I'IIIIIIIIerI1IIIfIII IIII'II IIII� �II'I1IIIIIIIIIIIII, ' _.11 �11.6L�71�L4L1.1# W 11L.iJ.tJJ.l1.� 11J.11.Ad.IJ.IJ.L1.1A11dJF4 -:.1.1,U.l.l+J•4�F.i,W4+�.0 0Z 4+.o �Ml9P _,,.w....w..,... .«+tca»av+-p + M' •wN.IA'u.+!!►+'9aM.M _ gsP tool J e , �L I i 1 t ,- INsuL.nTION DnFFLe 10 ME T^- G HII"1Ne Y ' ?X4 DIRDDLOCK VeMT c �P ' see /DO nND 10/DO 1':' p�-38 COMP051TIOrl ROOFING z z 4 . FOR cs,rlOPr FRnMl1G �— i OVeR ROOF 5Hen1_H"Cv ` 9 z --- NO GUTTER /DIRD BLOCK — ° 4 I 2 X 8 Fn5Cln -- I 416 DF^M — So' EXT c,Wr) 1X3 TRIM 1 12 00 I TRUSS TnIL' 1X3 M ~ J �h SIM 6' 12" i 2 X 4 STUDS W 1r ---- - 12 M 2X6 2 X �o TRII 4X4 P T POST 4 4 6/ e C. I GUTTeVINYL YL I 1Y3 Tfzif 1 --- se' T rPe 'X' 6e" TYPE 'X' GWD _ / SHTG ° 2X4 ® 1c,�" 0,C 10 1 J- CH/'�NNF-L I GrP SHTG 1/ WP,^F,` 414 P T POST if 1X6 TRIM 2Xr� TRIM% 6e" eXT GWD 6-712' TYPIGnL eXTeRIOR WnLL 1 �- F„ Z r'1 1'_�n' I,2'4. f�OST n.F.F I VINYL SMG -- ��--- (� W O I A SECTION AT JB) PLAN SECTION 2Xe TRIM 5Hef,THIN0 `�A 1 T .�P GF POST AT TOP Q Z_ "- �ENTRY CANOPY FI-,?- OF _EAVE CHIMNEY TOS' Z m � M 2Jx 1 ^/2" = 1'-O" SECTION = 1'-011 SECTION 1 1/2" = 1'-•O" SECTIO^+ W '� �j 3 ►� B w 10" —mac W 1X3 TRIM ROOF 5HTG oil ` _ , COMPOSITION ROOFINI� V) W I 1X METnL FLnSHIriG� OVeR ROOF 5HenTHI1'10 > d' TRIM z 1X3 TRIM z 0 W eN --- � ;- 2X6 TR„ 1 � �, --- � � J 2X6 RnKe DOnRD 4 Q 0 1X WRnP 1'2 °>'4' UNIT — - — l OUTR>IGeR5 - V_ W • .-1X4 P T F'G 5T — — — -- — — — — — — 2 Jl 2 En5E Face eD�e5 Z 1 Se' GWD `� L-J 2X4 TRIM 1 Q 2Xlo TRIM — - I 24'MDO SHTv. 4X6 RIDGe Dents r c1nTGH DRnCK-e= GnDLe TRU55 1 Q wee 31P6 _ 1 Se" T rPe 'x' 4xa P T POST 6 6 ax6 Dents I J G rP SHTG 4 4 '6e" T rF r, 'X' — — -- — — — — — — — eXTeND DnCK nND - ° ' c. r� , GYP. SHTG. nTTnCH TO TRU55 —� TOE' NnIL GEnr1 G ' eDGC OF ° �' TO DLOCKING ZX6 TRIM 1 FOIJripnTlON , ,, .� I DOUDLe STUD UNDER u i nT TIG RIDGe Dr-^M TO HEnDeR UNTRr 0 ( ) PLAN SECTION DeLow W ( ~ `l POST SECTION C) AT BASE rL it POST I a l C / AT F UNGATION ' " GnRhGe L Jr.ir" ' S'IDIN� II 1 -- Q I Z OVFR FFLT nND SHTG Q J mc 18 EXTERIOR POST �1 _NTRY CANOPY �� RAISED FLOOR FRAMING GABLE BEAM � � J � --- v O6 1/2" _ 1'-O" SECTION �� . 1 1/2" _ 11_011 2 - — ---- z 1 1/211 1'-O" SECTION Q3: 5 IL Ujo DOOR 2 I 17 SHINGLES OVER - � enSE FnGE .- WOOD ROOF 6 � P`F�� 4X5 4x9-�1 1'z" 3„ EDP eS nT ^LL TRenD nND RISER �_ _ �- 12' WOOD TO De CeDnR SHEntHING ��A - SPRING PT. J z ' 6 v ,�----- 2X3 GnRnGe DOOR 2 4 2 —FIN. FLR. Q r, '1 N'1['nTlu''r'i OPePNNG � z 2x12 � - -------____--- 1 `9 - MOTE' GeNTCR � vl � POOR SIZE 4 4 I WHA 4e 3" PALL 2X TRIM— I '--1X RISCR TRIM WITH DOOR I 2X8 � I No Or RCG'p S 121 1" HNRXa nLF HOLeS 17 I I FnSCIn 1 R 39c UNIT D, . 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