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Linkside Court West 1111 1 'I --- P--a T r ,► _ to �_-nil- 4�• I:<<_ _ I EI 40 5a I i E L I (GALS yip Nnovi NT. (� 7'_S4 PrP �cavi�F,�. d.6c�' ga 6G� F�ao� I � I � — 01 -tit-�==-1�a�-�x::�c�=�::.r.,n 1G, ---F tit.�_L...1, —air � - �' L 6-LA55 aC�r - L r - `I ? I I f cp I -Y �I IG L �.t .� T ZA klsoM... -4a 1 I f Iy I IQR fall - -- -r 1- X11 14 ¢ �►_ �,II >�I. 10 11 C Fji- 41110 X11 I n I 2 to w � o _. . :k"-; I, _. .- 4a2f• .n n I I I "4_Ll.. IL v 1-1 f�R=q� I X11 - L�dJ vTl I�,n.L 77777T744 My L ck fZ f 31- SII _ I `il GI1;I Ir 411 II c-�I�I �I 1 tl { QI I c7 {i C 0. µr?e2l� \` d1 q (01 �s • I I APPROVED ELIPr,GAL , 1� ISG q FLooD CITY OF I N OFWIC BEACII BUILC�ING OFFICE AUG u � s duh-�` Ir2zm:A I .. \: 1'• �� I •___ ..1 C.il�..al�j�f 5 rI /. Lor 113 u 1.1 rr 2 SF-LVA LI�J KSI DE i PLAN NO. DRAWN BY: REVISION DATE SuOeMAe-S2 NccY -&lura, DIM, 1 .3d.I1 ntex Homos DATE REVISION DATE NORTH FLORIDA DIVISION 4� 1647 S.F.LtViNG AREA CKED BY: REVISION BATE /3g2S.F. GARAGE O�+ S.F.COVERED PATIO SHEET OF REVISION DATE COPYRIGHT'GEi� F 7410 ICo S.F.COVERED ENTRY -12 J �i i L.L7i i I 114 It I II li Il i it � II I I I � I I I II • I Ale— I I I I r I C --�.a,ra=• F�._,u,v�.-�..t�-. -��rte•--_ I d" I I i I II i i 1 I l I (r I I I I I it I [ I I I I - I i j I I h I I i O (� I 1� � -- -- j - !-� �_ ��_.. _ - ► w I It i I I i I 1 j I �n I I •__ I j � r n I I FOUNDATION PLAN 1/411 I^0-r !ILilo rr 2 !SF-LVA,- PLAN NO. DRAWN 6Y: REVISION DATE 07 C)O ntex Homes DATE REVISION DATE NORTH FLORIDA DIVISION S.F.LmNG AREA EKED BY: REVISION DATE S.F.GARAGE S.F.COVERED PATIO SHEET OF REVISION DATE 1 COPYRIGHT o 19 S.F.COVERED ENTRY r� i Y.` f 1 F-1 • ��.� __ .. _.vim � ® I V Z - - � 1=�I Pn�,� •=1 2 P.L.. �- U E�LiT'ri�.��. - • - LoT ► l3 11t,1IT- 2 SEL.Va L1QkSIC)E-�___ _ :.• : _T • •-^ _�__�. � � L-- �.�� � 4 •� � � YZI-1_ AN NO. DRAWN BY: REVISION DAA ntexHDATE REVISION. DATE NORTH FLORIDA DIVISION REVISION DATE S.F.LIVING AREA CKED BY: / S.F.GARAGE w 6- 7` 3 AWN I. C a S.F.COVERED PATIO SHEET OF REVISION DATE COPYRIGHT 019- S.F.COVERED ENTRY '•'Sppf!�.t..•.Y ��• 'S. },T '�i' ~.kh."'�G r, IT.qry ✓.„ . ;,ih. s ,W•�.1 ...'� . /�Ksy"F,yr•''! `-,r §9.n[ii-�.,ze. i �I2U.�'rv a.�.;`tf,1�... is Y' S t •�. t r„rfa''.!q•rJa,A'o.r'.'1ir�.hi r'�•':'" r,'+''.,1 a`'T4' s .�:'lIw.-q�YFr''r•eP!.'- a�r�t..nr•^Ise '/.:f' .,r].1..r,W,ir!:f:'t ,,�d r'"�,�;,'_"S �Lq1.'.•,?.s�.'k.'.S��''•r4?''"(i' .3r•� 'rh' l1'..:.�.ci 7 S :lt''...1'�_,d"a.,lig s P. �aPrya'..�„.,W.�!r C...r�..M4S)(,.�•�F4,i.,7:• �ir! .,3,."(f.,r'""te•''F;•<rr.<,f, �.;.r w.�s'M•eq:4 ZI; 'a�,.�..(,r.':2'�<.��Y'•�..v,t' ''..•'n/"fi•'r~ralr e.. •7ill ..r.�'.n,x:5w- �Rk F•C 4�I, , 1a J F1p ki ! 7} •ssXa� ._S.r • ,�.h•I' � ••,5. , .:. r ' yin 7. Centex Homes fiberglass shingles on felt over 11r o.s.b. sheathing 12" pre-engineered roof trusses O 24 o.c. 12 Studs: Rafter Ties 0 4'-0” o.c, and at each side of all openings, }- trusses I varies varies� 55r•-30 insulation top and bottom plates: 1/2” catling board Top Plate, Hughes (RT2418) cardboard Insulation baffles Bottom Plate: Hughes (RT1818) (Ties good for 865 lbs.) I. hu hes hd 2x aluminum eave drip 1. hughes Id 2x Trusses: Minimum strap at each truss-Hughes Hold Down Strap hold down straps hold down straps (True Tie). Trusses and jacks with less than a 10' 2. double 2x4 top plate 1i2 p•t' 2. double 2x4 top plate span to have (1 ) hurricane he clip. 3. rafter ties (hughes rt1818) 2x8 p,t. fascia 3. raft-)r ties (hughes 011818)0 4'-0" o.c. and O each soffit O 4'-0" o.c. and o each Headers: To conform with SBCCI section 1707.3 w/ applicable charts. aide of an opening vont side of an opening Wall studs to meet section 1707.3.2 for header support 2x4 and cripples. verticle or horizontal 1 x frieze 22 gage; ties 16" o.°.v. siding approved for 22 gags ties 32" o.c.h. required wind shear min, support for each tie Gable Ends: See details provided on the plans for special ( The I/f min.) vapor barrier not to exceed 3 sq. ft, framing requirements. dw (tyvek or better) of wall area ramn g re q 1/2r dryw it (Note: 1st truss must be dropped so that outlooker siding over brick or stucco can be framed from 2nd truss back. r- 11 Insulation approved sheathing for required wind shear (minimum 200 lbs I/f min.) 1/2" drywall Sheathing: Sheathing to be comparable to 7/16" o.s.b. with �) 4, rebar vertical 6" nailingon edges and 12" interior to obtain o.c. minimum r--'11 Insulation a minimm of 210 lbs. per I f of shear. bend of 1 top and B" bottom. 1. 1/2"x10" anchor bons O 3(" o.c. p / 2, 2x4 p.t. sols plats not 1) .1 robar vertical 4" concrete slab w/ In continuous bead of sealant tro.c. / mInl,u,n Girder Trusses: Trusses with an uplift of between 1000-- 1800 lbs. 8x8 10/10 w.w.m. aver bend of 12�"topp reacndd��a / shall have continuous connectors from top plate to Bx? 1Vcolil 0 w.w.m. over bottom plate. �° q� ibarme h"ii used Top Plate- rt24 ( Hughes Manufacturing) *7^-•-r' ��—'_"�' Note. IIL-1TTj�j_ %D -• �° finished floor ;-LR _ =-. �u 11varoun"�' perlmeter) Bottom Plate- wal50 ( Hughes Manufacturing) waterproof membrane Ed-I- ; - _ — _ l_�— I;I I I�111 I.1-la_I 11=�-LL=1 j I 11---111=I�f- L-11 lll--I 8" concrete block �1L=I I �l—IL - E I=WEI11 11_ B" concrete block w\ all cells tilled I =�L=1�I- 11-111 =�- — A SI Jl-1.11—ll �I 11= —1-J1:�- w\ all cells filled 11= II-I- :1=1J1�--11�-JJ E ll1=ll1�1 1L-H-1 NOTE: Ill—I IL- Im111 JrTT 1— 4 compacted fill I -�_ °• .' ;°' I- finished rade �+ d :� " � compacted fill ALL EXTERIOR WALLS ARE �� finished rods)=�1 � - --- _ 11-1J1- l , USED AS SHEAR WALLS L- 111=L-1 - L_Urfl I LTLI 111—I I-Tll—I 1(rx 8" concrete footer — Note: 1. (1)#4 rebar at all corners "IOrx 1 C cone. footer INCLUDING ALL HEADERS AND W/(2) #4 robarTs 2. top of black to top of footing —1 Z-12-D�_ ti!/(3) 4 rebore OPENINGS WHERE PROPER shall not ll Is le 4'-Ir FASTENERS ARE PROVIDED. 3. If stemwall Is Issa than 3' 4 opening 5 opening then footing must be 10r x 20r. or less or more Stemwall Footer with Standard Wall Section ANCHOR BOLTS MUST BE USED WITHIN 6' OF ANY BREAKS seals: 1/2"•• t'-0(' (WINDOWS,DOORS) IN ALL SHEAR WALLS. Header Clipr) in Placement 2"x2"x1/8" washer p.t. bottom plate 1/2"x10" anchor bolts O 3(' o.c. 2x4 blocking O sheathing joint blain hurricane clip H-25 or better rt1818 or equalP plate45. 8x8-10/10 w.w.f. or flbermesh 7/18"" structural roof sheathing 2x4 outrigg O 24"a.c. W barge rafter cont. -� _� fascishingle a L n.grade :' I I E compacted flll I I top chord of gped ; and7 c� N rQ ct:,0 4 I I cant. 2x�scab from atop garage door header •• 2x4 x O I'_pr to bottom chord O x-bracing 7/1 fr o.s.b. w/,T o prink ledge r 12 ( story) � 1 (provide additional 2x4 s nailing on ed e w ( ) Y 1 rebor 16' (2) #4 mbar around perimeter, 2x4 scab cont top to bottom at vertical if higher than both sides w/ 2x8 studs around perimeter bend oublde mbar 25' at corner chord O 8'-0" from able I he s 48' to farm an L shape) (two story) 3 4 reban g I Note: 18" minlmum width Note:For garage rrrtume Ives Nato: for a two story use I on ganige return. than 1'-10r, use 19/32" ( ) I o.s.b. w/ 10d. nails. Monolithic Footer Scala: 1/r- 1'-d' bottom chord of gable end truss apa28 w/(20)18d (2) 2x4 top plate 2x4 stud L�l ed head anchor t XIF 2x4 scab N vert web Is not prasentJ p.t. bottom plats / cont. 2x4x8 2 syr 2x4 studs O 1 g' o.a. lateral brace O O o.c. garage floor _ 1 d' anchor bolt as required 2"washer (2)hc clips O 4g' o.c. gable landnflnd t usao.c. between � p.t.2x4 footer fillP • Gar-age " Door Return compacted latform Framing Gable End. sale: vapor barrier 16„ (2) #4 rebars scale: _ Interior BearingWall FILMf L11Q <5 ► 17L-: .� l� J, Scale: 1/2"- 1'--(!P PLO Ille-1HURCID -cr PIAT: 1/°4"�1'-d' __._ �— :•tet 'r :. .. '. :. e .. :ary . 4J4,hJi 1. 'lr .,., .. } r . .. .a- .. a ..r ..�. • J fiberglass shingles on felt tex over 1/2* o.s.b. sheathing / Cen Homes 12" on pre–engineered roof 12" trusses O 24 O.C. -{--� varies varies I r•-30 insulation WINDCODE CONSTRUCTION REQUIREMENTS cardboard insulation baffles -- 1/29" ceiling board Studs: Rafter Ties (Hughes RT1818) ® 4' o.c. and at each 1. Sanibel hd 2x aluminum cave drip 1. sanibel 2x side of all openings, top and bottom plates. hold down straps hold down straps (Covers worst case of 500 lbs. uplift per ft.) 1 x2 p.t. 2. double 2x4 top plate 2. double 2x4 top plate 3. rafter ties (hughes r11818) 2x6 p.t. fascia 3. rafter ties (hughes rt1818) Trusses: Minimum stop at each truss— Hughes Hold Down Strop O 4'-0" o.c. and O each soffit O 4'--Cr o.c. and O each (Sanibel HD 2X Trusses and jacks with less than a 10' side of an openingside of an opening vent 22 gage ties 16" o.c.v. span to have 1 ) hurricane he clip. verticle or horizontal 2x4 22 gage ties 32" o.c.h. siding approved for min. support for each tie Headers: To conform with SBCCI section 1707.3 w/ applicable charts. required wind shear 1 x frieze not to exceed 3 sq. ft. (200 lba I/f min.) vapor barrier of wall area Wall studs to meet section 1707.3.2 for header support (tyvek or better) and cripples. o.s.b. flooring o.s.b. flooring Gable Ends: See details provided on the plans for special JI approved sheathing for framing requirements. required wind shear (Note: 1st truss must be dropped so that outlooker floor trusses (minimum 200 lbs 1/f min.) floor trusses RT 36112 to un across floor can be framed from 2nd truss back. trusses at 48'� o.c. ( straps good for 1465 lbs.) Sheathing: Sheathing to be comparable to 7/16" o.s.b. with 1/2" ceiling board brick or stucco calling board 6" nailing on edges and 12" interior to obtain 1/2" drywall 1/2" drywall a minimum of 210 lbs. per I/f of shear. r-11 insulation r--11 insuiation Otrebar vertical 1. 1/2"x8" anchor bolts O 3Er o.c. (1)x!4 rebar vertical Girder Trusses: Trusses with an uplift Of between 1000— 1800 lbs. "o,c. r�/ minimum 2. 2x4 p.t. sole plate set O 4✓�'o.c. w/ minimum bend of 17 top and 6" bottom. in continuous bead of sealant bend of 12" top and 6"bottom shall have continuous connectors from top plate to e concrete slab w/ a concrete slab w/ fixfi 10/10 w.w.m. over inishcd floor c finished floor 6x6 10/10 w.w.m. over bottom plate. Top ( gterproof membrane To Pla ate— rt24 Hughes Manufacturing (Note: if fibermesh is used V finished grade to 10 finished grade Wu�1j_ 6"e w-w" ' perimeter.) Bottom Plate— wal 50 ( Hughes Manufacturing) waterproof membrane ,11 E 8" concrete block E 8" concrete block w\ all cells filled E E MF w\all cells filled 'tv 'ty as 0 .; .�, compacted fill compacted fill ;oi.q' o .- 16"x d' concrete footer Note: 1. (1)#4 rebar at all corners — 2.0"x 10" cone. footer W/(2) #4 rebars 2. top of block to top of footing r►/(3) #4 rebars NOTE: shall not exceed 4'-8" ALL EXTERIOR WALLS ARE 4' opening 5' opening 3. If stemwall is less than 3' USED AS SHEAR WALLS or lass or mors then footing must be 10" x 20". INCLUDING ALL HEADERS AND OPENINGS WHERE PROPER Stemwall Fwith Standard Wall Section FASTNERS ARE PROVIDED. Scale: 1/z'= 1'-0" Header Chin Q Placement _27x2%1/8" washer p.t. bottom plate blockin hurricane clip H -25 or better rt-1818 or equal top plate 8" anchor bolt O 4'-0"o.c. 2x4 blocking ® sheathing joint 6x6-10/10 w.w.f. or fibermesh 45' 7/16"" structural roof sheathing 2x4 outrigg O 2eo.c. 2x4 barge rafter cont. n j shingle strip77. ..; fascia E in.grade / } I _ compacted fill J I I I top chord of gable endJ I truss dropped 3.5 and garage door header o _ cont. 2x4 scab from top ro i&.-O. . � p a to bottom chord O x–bracing 7/16" o.s.b. w/ 3" 12"( story) 2x4 x r OKh (provide additional 2x4's nailing on edge opt brick ledge at vertical if higher than both sides w/ 2x6 studs w/(1) rebar 16 (2) #4 rebar around perimeter, 2x4 scab cont. top to bottom I I �s 4E' to form an l_ shape) around perimeter bend outside rebar 25" at corner chord ® 8'--0" from gable Note: 16" minimum width (two story) Note: for a two story use I on garage return. (3) # 4 rebars Monolithic Footer I bottomchord of gable end truss scale: 1/2"– 1'--0" 91 ri kmpand w/(20)16d 2x4 stud 2x4 scab if vert. web is not )resent—/ (2) 2x4 top plate p.t. bottom plate red head anchor cont. 2x4x8 #2 syJ 2x4 studs O 1fi" o.c. hurricane clip w/ 2"washer lateral brace O 4� o.c. garage floor g' anchor bolt as required p,t.2x4 2 he 4 s ® 4g' o.c. 2x4 blocking A 48" o.c. between O p gable and first truss *. ; � •�.� A E Garse Door Return i compacted fill scale: 1 7'= 1'–Or' Platform Fra m i n q Gable End / vapor barrier 16„ (2) #4 rebars scale: 1/2"= 1'-0" I n t e r i o r Bearing Wall Scale: 1/f= 1'-0" (V 4 1 !r 4A Ilk ALAn 11AfC0PD GENE iRAl__,• NOTE-5 DCfI111 AIJUCIATCf L ALL WORK 16 TO COMPLY WITH THE LATEST ADOPTED VERSION OF THE UNIFORM BUILDING CODE AND ANY At-PLICAME STATE, COUNTY OR LOCAL, REGULATIONS. Z. THE CONTRACTOR IS RESP"IBLE TO CWECK THE PLANS AND IS TO NOTIFY THE PESICaNER OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 3• WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS.-AO NOT SCALE THE DRAWINGS. t 5 1 5 N . W 2 3 RD A V E N U E I 4. DESIGN LOADS. ROOF 25 PSF (LIVE LOAD) - POR ( LAND OREGON 97210 FLOOR 40 P8F CHIMNEY TO EXTEND MIN, 24' ABOVE ` , STAIRS 00 PSF ANY ROOF WITHIN IO' HORIZONTAL 5 Q 3 J 2 2 5 - 9 1 6 CzARAGE FLOOR 50 P3F (2000" PTS Z4' PODIUM CEDAR BNAtCjES - DECKS b0 P8F (10, EXPOSURE) l IF YOUR LOCAL AREA ROC DIFFERENT DESIGN i7 ^ _ ' , 1 hose plans are for the construction LOA8 CONSULT WCALAL 5 NGaITH A LOSTRUCTURAL EINEER I. GUTTER ON 2 X 8 FA.9GIA - '- S** oI oneplan n onl and arc not to be TQ DETERMINE THEAPF'RDF'RIATE REVISION$.) G/W DOWNSPOUTS (SEE ROOF PLAN) y copied In any form whatsoever with- 5. INSULATION, ROOF (vAUL.TED) R-IS 5/4 X GEDAR CORNER SDS. � ROOF (FLAT) R-30 �� T ; out the express written permission of �A WALLS (EXTERIOR) R-11 t• X b pEVEI CEDAR SIDING �,, TI-II PLYWAlan Mascord. The plan and Ideas ra- FLOUR (OVER UNHEATED SPACE) R-h3 (VERIFY EXTENT OF CEDAR) D SIDING S presented on this shoat are copyright- ! — --�-. - _-----_.---.--•-•...— -- � _�._--_ � ---.-- - __.�__._ ---_ _ BASEMENT WALLS (W/1 12' OF GRADE) R-II (CAULK JOINTS 15TWN BIDING _ ed and violators of this copyright will BLAB ON GRADE R-5 CORNER 5RD6 W/ 'VULKEM' FURNACE DUCTO (UNHEATED SPACE) R-35 POLYURETHANbe prosecuted. 'rho contractor is rosE) ponsible for checking dimension& and 6 THE ABOVE VALUES ARE A MINIMUI AND MAY BE - - INC-MASED fF DESIRED. VERIFY WITH CONTRACTOR � � _-Y_ __ ___ -_- _. ..-. .�. _ ...- _.. .... ._ _�_ _ �. _. .._. UPPER F _�__. d s o report any site conditions an I t Loon LE- — errors or omissions to thiis office be- _�._ - _- " -________.. - _-_ � for the start of construction. Written 1. ALL, EXPOSED RAT! INSULATION ISN HAVE AFLAME f _ _ ___\___�_-. _.__ _ �� dimensions always have precedence ePRJ`AD RACING OF LESS THAN 25 AND A SMOKE ! DENSITY RATING OF LE53 THAN 45m. ----- -�_ _ ______._.__. .__ ..___._.. _-= -�4�_� -------� .__W - �- over scaled dimension:;. Wo are cont- 6. PROVIDE IN5LIL-ATION BAFFLES AT SAVE VENTS -- .� _- _ ®®® inually looking for ways to Improve BE EN RAFTERS. _ our products so will value any sugg- estions you may submit. Thank you _ ■■■ MAINF• . _ - — - LOOK LEVEL- - . —_--'_. --� —� _.�-___..I..L _--__ ^^_. —'_---`---------- --`----'--__ ---.---- I -r-t- __�__-�_______�...____-ice 1___.._.—.�T.�_--.-.__�—___ .��.Y. �. .____•`__-._..___._,.1�r,_1______._..L.�_w T.-._..._.._.w.__ ._— ----_.---__--------._----__-..--- ..--.—_.._-_T_--LL.r_v. .ter—J—--,_—_—J I s SIDE , ELEVATION __.._SCALE : I/4' ------��'._gVe l I I l I � � �` - -- y.�..�-._�w.._�_.._f.f J- �-"` = �- �-- _. �--- - � _�_ /�! _._.��.-- - --•-- 4 � �._� r I I -4 r�. ¢P0\NG p� NOME ®® Q ME NN No mom Mom ME No No ■■ ■■ ----_ . - ___ _ _- -- _ -- - - -- _ T- -- — 111"H011=1111 mom t_ ■®®■ _ skill- o �__ _� _____��� __T__ -_ ,4�: i_ _"-,._T `�LL t \ __ - _ ®■■® - P.CI iITECTUFL/! EVIEW CCMMITTEC ■■■ ■■■ __ - - \ __ =J ASE: .. -- I =_ ®®■ ■■ ■■ ■■1 ■■■ ■■■ _ _ - � ■■ _ mom NMI mom mom Afa Al tx;-- I __. _- __ __.-_ ____-•- ME M ONE III— No M ■■ ■■ - - - �'Am UPPER FLOOR 101 SQ. FT. MAIN FLOOD 8" $Q. FT. ITOTAL _- 1551 SGt FT, i f ALTE �D, N4 . TE :aB A,, LTEI�? NATE # A F �D, ONT ELEVATION &C-ALE s 1/4' . '1'-0e SCALE r I/4" OC-ALE t 1/4" 1'-m' __._......._ •.__—.�� J ��_ -- __j 2116 P ly J U 1�! a UIj1 ' ur �rr� , nn Zoning __ - ___ _ ALAN � - 11AfC0PD � � ___ ♦�� DCfIIM A / l0CIATCI /yI ' .. .. ._4_._ _,.___. WW O.H. 9C Q 1 I O 2 X a RAFTERS I w 24' O.G. 24' MEDIUM CEDAR 8HAKE6 1 I �, EXPOSt IRE) 1 5 1 5 N . W . 23RD AVENUE t I PORTLAND OREGON 9 1 2 1 0 1 j I _ G.I. GUTTER ON 2 X 8 FASCIA CAU DOUNSPOUTB ( 5 0 3 1 2 2 5 - 9 1 5 1 1 �r` - "•1 I 1 : :'1 1 - (SEE ROOF PIAN) ROOF I '. �I _3 - I p I ROOF _ 112 X b LEVEL CEDAR SIDING f FRAMEP OPN'4 FOR 2/0 X4/0 � SADDLE I (J I O WYLITE W/ 2 N 4 CURB AROUND I I - These plans are for the construction j 91CYLITE To TEMP. OVER I I — - _ 5/4 X CotesIER BRDS of one building only and are not to be copied In any form whatsoever with- LAM. GLASS - _� (2) 2 X 8 RfiTRB � � I � � •�� == �_ O - out the express written permission of l 1 1(2) 2XaFF, Alan Mascord. The plan and Ideas re- � I ♦ 2 X 8 RAFTERS _ presented on this sheet are copyright- 1 t- I _. : 1• - ♦ i w 24 O.G. i .1 'I d--1 r--J 1 (2) 2 X 8 ♦ ed and violators of this copyright will t tI L I I 1 TYP. ♦ - --- TI-11 f"LYWD be prosecuted. The contractor is res- (2)2 X 9 RAF L�__ __-- j O j �� a1DING ponsible for checking dimensions and TyrO 2 X & RAFTERS it site conditions and is to report any I � 24 D.G. t 1 G I. 'z' FLASHING 1 I 1 i°iP7� ODR LEVEL . ..,... . — . ..-.. . ... ,_. . � . .,.,..,. . — . — .. . »..... . -. . — . ._.. . ..... . — . — . . ...... . ..._ — . — . .,._. — . . .,.... . .._ ef(OrS 0( Om1SSfOnS f0 this office ba- t I 1 1 --- • "-- — for the start of construction. Written 1 - -� dimensions always have precedence Q �-+ �-J 1Q W s X a RAFTERS over scaled dimensions. We are cont- 1 inually looking for ways to improve L__.-_ J 2 X a RAFTERS I -- - I ■■ our products so will value any Sugg- 1 0, --- --- -_-. _ ____ JJ 1 w 24' Or_ y -- 1 ■■■ ■■■ � . ----._—...—_.,.__-- . J ----- --- ------------j �„ ��. ®® estions you may submit. Thank you. NON 'OMNI. O� �• ■■■ ■■■ ®■ a ■■■ ■■■ WOOF FLAMING PLAN ALTERNATE � B PLAN MAN FLOOR LEVEL . . - . �. _ . _ . w .- ----._ - - ^ - t3GALE � 1/8' 1���. _ _ SCALE : 1/8' t-L____ J _- -.-_..._..____ -_ rL_ _ .._------- ____-_.--_---___.-_--.._._...._.._._-_._--__._.._--_-----._---.._...__-_-_-___---__-__---_ - - -__._-----_-_- ___ � i —__'-----J-—_._...----_---- ----'-- - ----'--------------- ------------ -------_----.-----_.__---_.-- ---_-- .__—_..----.....-..___.-_---.J LEST SIDE ELEVATION w r SCALE 1/4' K 1'-0' -- - - - --- ,� st IIS 2 X ro SELECT NO. I FINISHED KETAL I X WOOD CA �'� DF., RIPPED �OU1N CORNER BEA I ' W/ FACTORY EDGE CASING D TO THE aUT8IDE 5/4 X CEDAR GA31NCa I X 2 TRRI ----• GARAGE D2. HALF W2AP Sk• T. 120CK JAMB CLOSET JAMB WALL. GAP `SCALE ► 1 1/2' _ ( FOR BI-FOLD DOORS ONLY ) CHIMNEY TO EXTEND MIN. 2'-m' ABOVE ANY ROOF WITHIN I0'-0' HORIZ. "' ,•. __.T o r - - !� �� G.I. GUTTER ON 2 X 8 FASCIA G/W DMINSPOUT5 (SEE ROOF PLAN) o TI II 1�1 'r WD 81D1 MEN ■■ ■� fi it► o� �---J i i ----; � ■■ 1�■ ■■ ■� 5/4 X col�lER eRDs D W 51NtC I RANGE REFRI AN APpROVED 2'-0' 3'-0' 3'-m' - 2'-9.415 ' 15' - MEMO ®■ ■� GI. Z FLA3HITJG SELWA LINICSIDE - i" _ ARCHITECTURAL REVIEW COM�AITT EE SATE: <I TG4--• EN <1 TGHF_N � . —UFPERFLOORLEVEL .,.. . — . . . . . . — . ..... . . . . . . . ., . , . _.. . -... . . .. . — . . ...... . _... . .. . ,.... e■■ ■■ ■■■ ONE ■■■ ■■■ on - mom NNE ■■■ ■■■ on ■■■ ■ o ■■■ ■■■ ■■■ ■■■ ■■■ ■■■ NNE mom NNE ME + a o ►' o o v[a VON JEMNJ ■■■ ■■■ �■ ■■■ ■■ UPPER FLOOR 101_55a FT., a, MAIN FLOOR 85,a 3Q FT. TOTAL "I 8Q FT. ANITr VANITY VANITY ,....._ . —MAN . . .FLOOR LEVEL. . ..... . .,.... . . . — . — . — . . _-_. . — . _... . ...... . ,.... . .__. . �. . . . — . . ..... . ,..._ . . — . ��6 _ 3'-9' 5'_0• I I __...------------.__..........- ---- 1 ----------- I - I ----- I I --------------- ..,'....�. �.ti—...._..,__-----w.�....— .-----.- L......_----------—L--- ---L—_---ti......�_J..M�-..... 1_ .T_...—_..:_—__�._--— e CAE31NET ELEVATIONS � � A � �L� �/ A, �TION /�» L1�1Ks,b� c �� K/. l02116P - BGALE : 1/4" . i'-P,)' j I- rw 1988 ALAN MPSCURD , DE9GM3? Cn 1 34'-0' s'_m. 9'-8' 5'-4' _ 11\2 1~'iISCELLANEOUS NOTE6 4'-6' ' ' ' ' 3/O X 5/0 SA,EACH BEDROOM TO HAVE A MINIMUM WINDOW OPENING VENT) OF 5.1 SQ Ft. WITH A MIN. WIDTH OF 20' AND A 81LL LESS THAN 44' OFF THE FLOOR'-6' 2. Al-L WINDOWS WITHIN 18' OF THE fiLOOR ANL WITHINI �0��5 -�� 5' � �� 5'_IP1' Iz' OF ANY DOOR ARE TO HAVE 7E1`TP1�.RED GLAZING. 8/10.' , 3. SKYLITES ARE TO BE GLAZED WITH TEMPEOMP GLASS I ON 1 I i OUTSIDE AND LAMINATED GLASS ON INSIDE (UNLESS 8 PLEXIGLAS). GLASS TO HAVE MAXIMUM CLEAR SPAN - 4/0 X•510•AL. SL:I. . . . . . . . . . ... . . . . . . . . .� 1 X X�.GLG I � �/0 9c 5/ _ OF 25'. 3KYI_ITE FRAME 18 TO BE ATTA 4ED TO A .1,973 r.74'O.0 F R (TEMP) v W/ 4 X HDR O R I W/ 4 X 8�1119R OVER 2 X CURB WITH A MINIMUM OF 4' ABOVE ROOF PLANE. LINE OF 11PPER FLOOR 6 X G®AM�FL4(9HJ 7� 4. ALL TUB OR SHOWER ENCLOSURES ARE TO GLAZED WITH � I - ryll�r- _ WINDOW SET r l'-4'i< WINDOW SET • 1'-4't -- - SAFETY GLAZINCv III '81MPSON' U2I0-2 H.B. _ _ _ ____ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " HEAD HGT. HEAD HGT. __ ry 6/0 X 0 IAL. 8L. III HANGER �- -__ _ � - 5. ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED AND III o 6/0 X 5/01 AL, SL• • BLDG. LI BELOW ty ALL EXTERIOR DOORS ARE TO 15E SOLID GORE WITH tll WEATHEROTRIPPING- PROVIDE L'2' DEADBOLT LOCKS ON # I ALL EXTERIOR DOORS AND LOGGING DEVICES ON ALL I0/0 X I@/0 _ `A I DOORS OR WINDOWS WITHIN I0' (VERTICAL) OF GRADE. Ill 12/0 X 10/0 III VAULTED •• • • _ p I PROVIDE PEEP-HOLE 54' -bb' ABOVE FLOOR ON I iii off• � IN INCA EXTERIOR DOORS- _ 4'-10' -�'-6' i b. CONNECT ALL SMOKE DETECTORS (SEE PLAN FOR I LOCATION) TO HOUSE ELECTRICAL SYSTEM AND INTER- III I�. , .. . _ •_ . . , p I CONNECT EACH ONE 60 THAT WHEN ANY ONE 16 TRIPPED I III THEY WILL ALL SOUND. fz,4�I L Y R 9 IillII 10/0 X 12/2 t t - 24X14/@ klll I1� 4/0 BI-PA89 I I � 5/0 51-PAS-5 ��) i 1. PROVIDE COMBUSTION 41R VENTS (W/ SCREEN AND 1 I ry III t I k - _ __ _ I BACK DAMPER)FOR FIREPLACES, WOOD STOVES ANp v_ •••• - • - 1 III I I� I ANY APPLIANCES WITH AN OPEN FLAME- 11 'n _._� -`..._- F�� i�� : 2- ----- -rye.` X45. � i D Ili I 1 PAN REF. I i h, I e_ BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED 9 III --'- I------ --- TO I ------ r�q0� R / 6 2 �x\ 1 : R / S _ 1 ___ __ . j TO THE OUTSIDE WITH A MINIMUM OF A 90 CFM F,c11•L I rte• db 12' k 30' �%" _ 1 _L 1 R.4NC,E HOODS A� ALSO t0 BE VENTED t0 OUTSIDE. C4 '� i i I - '- 'f ATT- ACG.•ell I I III JI . cj 0 .f 36' OPEN TO C-ORRIDIOR 1 , I3'-2' ill iI _� BELOW I I , 1'-6 2''2' II'-2' RAILING ��,,, .`x�. I DET I m WALL PLUMB. Ldv 24' X 24' 0 9 -11/4 ! r � . r I 4 X 8 Npi�P ���, CRAWL. ACC. m E NGT. -` ��� ��--� 2/0 X 4/0 - - - - - -- . _ f __ . I 3" LARGER THAN OPENWG VAULTED SKYLITE i -_ p = -_ °' NI I v _ -_I i' ' l... VING FRM LEGEND A S D m cn 1 x III I I 14/8 L2'-g ' II I ---1 I I FLAT 6Tl)D ' ITI 1 �` ( .n U I - RECE88ED INCANDESCENT ` rf _ `- - ----- -•-- I-� -_._ . _w _- i -. � A 9 -- � i� I I I-----•--•�I PARTITION 5/0 TUE3 1 I W/ SHWR � --R -a -_._ i� ��:m SNUJRr� >( I � k I I I I I _ � . �..- �► I X I C r_-` WALL MOUNTED g I - S. `+ 11 I ® I INCANDESCENT SELF- III II fiURN WH. d I 'SUPERIOR' WC3820 1 72 VZ' X 30 OPEiVWG 0 _ '`' CLOS. "' I � FIREPLACE W/ COM. ,� SURFACE MOUNTED ' 0 INCANDESCENT I m AIR VENT AND 18' p sp 00 - � I �, i RUUD UGLG 1EC-GS III I FLUSH TILED HEARTH ' PLUS FU�ACE 4 I 111 - in t= SURFACE MOUNTED T. GAS WAR HEA TE III (filABOvE HEARTH) _ FLUORESCENT ® 0 1 .'PILOT LIGHT 115' OFF FL) II I I I DUPLEX OUTLET FiCT. - _ t I 3'♦ X 24' H. II G. /TJ1 X B AFTR9 _ i 3/0 X 4/0 I _ _ " I h I GONG- FIL�EDII Y, -`' --,w,-- --,�--^� � 220V OUTLET DI'R F• - -� I - -' GUARD POST "� Q 4/0 X 2/@ i ":�-__ ,� -=T __'� w__� _j - 5HT. ROCK PANED I �'+� I . . . . . . . . . . . . � - -1 FLUSH FLOOR MOUNTED i 9KYLITE --��7G I I ;� �� - r� 4 3 _8� 3, 2, 111 4,-6, 2,-4, _ DUPLEX OUTLET METAL CORNER BEAD ___ _,��� 4XB� TELEPHONE OUTLET r. I I D III vAULTo ; ��- _ __. _ ...__ �_- �-^ I — - III He e ��' ? 1 ----� 2 X lm INSULATION t3At�l_E ;n III `� ry En TELEVISION OUTLET • 13/0 X I r1t _- III - -_ 110 V. SMOKE DETECTOR ATTIC ACCESS HATCH � ,� (2' 2'6X:,'@SH. (14 NT) i T 111 U.1/ 5/0•X.2/@•FXD . . . . . . O INTERCONNECT W/ ALL THE WINDOW OVER III DETECTORS IN HOUSE � GE DR. I•+ SCALE I I/2' r I'..0' 0 � 19/4 X 11/8 111 `' III ® RECE55ED EXHAUST FAN VAULTED I FLAT GLG VAULTED I " 111 VENTED TO THE EXTERIOR I i III 1 � rylll � FAN/LITE COMBINATION `III v v 'CASABLANCA' TYPE I . . III III =r j CEILING FAN VA I -----------R 4 8III •�A ------ FINISHED METAL EDGE r - -- ----3$i'-xwvf-waz-r'.1PTrFLIZI Ir-'- -� kl� •� 4 X 4 POST FROM 9 WINDOW SEAT -r- ..•- -+ - - - - - ,�.... • ROOF HIP, VALLEY OR I ,4cTEev4TF 'r3 - FL[�C9Muv11W' • SILICONE GAULICING f I ��������J i RIDGE DOIIN To B£aRf>•Y,s / POINT ON WALL BELOW 5/0 X 4/0 A.L. eL. 8HOWER OR TU® _ I III II 81MP80N L _ (MAX OF 45' FROM I'xtJ .� METAL H RS ` . . . W/ 5/0-X2/0 f'XD . . STUD � �LINE OF 9111 I . e� III WINDOW OVER \2 I k.'`S III 9 UPPER FLOOR I I I I 1 � 111 kill BEARING WALL SUPPORTS I �' ilik hlil j 5EGOND FLOOR OVER • ( I•• II; hIII .--_.- I � Ill ry ----------- BLDG LINE BELOW I III Ib/0 X 1/0 OW POOR IIl I 4 X 12 HDR OVER INTERIOR 4 X/4 h' � OPENINGS ( PROVIDE SHEET'© � IO C I[ �'� � - (2) 2 X d STUDS EA END -4• - -- 8 -41 ------ 5'-4' TUB � S H Q V V E I"'G . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UNLESS OTHERWISE NOTED) 1 I NO SCALE - 9 -6' C. 3'-8' 2'-0 1'-4' 2'-0' I9'-0' 15'-0' 34'-V APPROVED U P P E � F L Q C � P f•---�� N l - SELP/F� LINI<SIbE SCALE : 1/4' i'-0' FLAT STUD MAIN F L Q Q I2 PLAN RCHITECTURAL REVIEW COMMITTEE PARTITION SCALE : I/4' ATE: 1± I • I VAULTED I I 'SUPERIOR' WC3620 •. I FIREPLACE W/ COMB. I I A$TE fR E jE D 1 "� AIR VENT AND 18' 'SUPERIOR' HC3820 I FLUSH TILED HEARTH FIREPLACE W/ COMB. 13/0 k 14/1 ! I (FIREBOX TO BE 8' AIR VENC AND I$' _ - ADOVE HEARTH) � � � FLUSH TILED HEARTH SLOPED FLAT GLG I SLOPED - -- -_- - '`� lFl - I I R t 5 tt (1J X 8,�T REBOX TO BE 8 , 1 I S.C. - -�•" ---__ _..,..___._ �3OVE HEARTH) � in AFnzs -----•--------------------- ------------------ UPPER -- - I I = 0 © UPPER FLOOR 101 $q FT- . . . . .�. . ' MAIN FLOOR 850 8q FT. : . 4/0 X 5/0 AL. S i I .r m TOTAL 1551 60, FT, W/ 4/0 X 2/0 FX 6' ROOF OVERHANG 4 X B OVER. . . ' I �-------- I ___ _ _ I '• ^_ . . . . . . . . . . •Ham.. . ... . ... . . . ... . . . ... . .. e _. __..--_-, - - --� 3) 3/0 X 1/0 $A. -BL LINE BELOW 4' VENT 3/ X 1/m AL. S - -- -- - (2 ' VENT) W/ FL I IG _ 2'-0' 2'-m' 2'-0' 2 2' S'_(,' 3'�8' 11 4' 4'-8' 3'-4' (2 ��0)AL. s ---__ x i'-8' 2'-0' 4'-0' Z'-@' I'-8' V/ 2116P AL. T EE DNA, TE # B, L.JPPL�L� PLAN _twS . FT. ALTEI2NA # TL. B MAIN PIAN 8b28QFT. AL. TL �NATLA MAIN PIAN �418Q FT. W SCALE 1 1/4" . 1'+2?' • SCALE a I/4' SCALE : I/4' 1'•-0' s CC�YRICHT © 1989 ALAN MASCO D , DESIGN. � FOUNDATION NOTE 5 I. FOOTIN66 ARE TO L5EAR ON UNDISTURBED LEVEL SOIL. DEVOID OF ANY OWaMIC MATERIAL AND STEPPED AS kEQUIREp TO MAINTAIN THE REQUIRED DEPTH BELOW THE FINAL, GRADE. 2. SOIL BEARING PRESSURE A88UMEP TO BE 2000 PSF. 1. ANY FILL UNDER GRADE SUPPORTED SLABS t0 BE A HINHUM OF 4' GRANULAR MATERIAL COMPACTED TO 95x_ 4, CONCRETE t0 DEVELOP A MIN. OF 2900 PSI At 28 DAYS WITH A MIN. OF 5 SACKS OF GEMENT PER YARD AND A MAXIMUM SLUMP OF 4'. 5. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' (MAXIMUM) INTERVALS EA. WAY. b. CONCRETE SIDEWALKS TO HAVE 3/4' TOOLED JOINTS AT 5' O.G. (MINIMUM) _ 34'-0' � 4'-0' 2'-121' REINFORCING STEEL TO BE A-9,158'-0' 2'-10'l5 GRAPE 4P. LLELDED ------ �----�--. WIRE MESH t0 BE A-185. 8. EXCAVATE THE SITE TO PROVIDE A MINIMUM OF 18' CLEARANCE UNDER ALL GIRDERS. I . 9. COVER ENTIRE CRAALLSPACE WITH b MIL BLACK 'vl&- JEEN AND EXTEND UP ODM WALL$ TO P.T. MUDSILL. Im. PROVIDE A MINIMUM OF I $GL FT. OF VENTILATION AREA i b FOR EACH 15m $(.2 FT. OF GRAIUJLSPAGE AREA. VENTS U } ARE To BE CLOSABLE WITH 1,,41 OPENINGS IN CORROSIVE RE8187'ANt SCREEN. POST NOTICE RE: OPENING VENTS A AT THE ELECTRICAL PANEL. II ALS. WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROTECTED WITH 59* ROLL ROOFING. I A 9 I 12. BEAM POCKET$ IN CONCRETE TO HAVE ili' AIRSPACE p I j I Q AT SIDES AND ENDS WItH A MMIMUf1 BEARING OF 3'. I , IS. PROVIDE GRAWLSPACE DRAIN AS PER SEG. 2910 OF UBC. -- 4 X L?j5 `f - 1 III III - (3r 14. WATERPROOF BASEMENT WALLS BEFORE BACKFILLING PROVIDING A 414 PEW-ORATED DRAIN TILE BELOWI ------___- _ III III I -------------------- --- �• THE TOP OF THE FOOTING (SEE BUILDING SECTIONS). I .1 I I III III I ---,I \. __ I -_���..- -- - I i l III •--I I•-•-•---__---_ _- ._...._.__._.... I r" - ,•'� i III III I I I 1C III III k III I YA I i � III III h I I 1 � III III ` 1 I I � III III t",L 1 � 3'-8' I'-8' 2'-0' 4'-0' 2'-0' I'-8' III III III 24' X 24' X I2' 1 e. III III III III III III CONC. PAD FTG. C 18'1 CK 24 1 I 1 *_2 lllCRAWL i WGG. III 5F __ 131-2' I 1If 4' 10, 4'-10rte.-b' y'ALTEI� NA. TE � A ( FOUND . PLAN ) 1 1 (2) 4X4 20 X z0 X 10 •• © WD POSTS• I CONC. PAD FTG "SCALE , I/4 I'-ca e TYP. UNLESS NOTED li f, I `r III OTHERWISEOIE4l`f24' MEDIUM CEDAR SHAKES IIII i( 10' EXPOSURE ) 130'FELT EA. COURSE r 51`0' S'-0' 4'- '-0' III I r , f I X b SPACED SHEATHING I III I r m III I 2 X RAFTERS 1 GLC. JETS. 4 X hP �E , f -� TYF' III I R-90 ®LOSES-i SEE E EROOFOPLANJ _ __ - i _ _ _ _ __ !� III I b' l III 1" E14 qp GYPSUM BD. CEILING I 1 w III 1 I IN 1 I III I --- INSUL. BAFFLE • EAVE VENTS I I III i y L__-,, in I III U - - 'SIMPSON' H2.$ SEISMIC CLIPS �j I I N 111 - I - _r• - �- 2 X SOLID BLKG. W/ 2 X 12 _ SCREENED VENTS � I G.I. GUTTER ON 2 X 8 FASCIA r_.____-__----------------------- - .___ _ __._-__.,lop SIDING (SEE ELEVATIONS) °4 I I I III 150 BLDG. PAPER (OR TYVEK) c i W, 1/,' CDX PLYWOOD SHEATHING I 4 X U BVI I I I 4 X CNf iii L ' I 2 X 4 STUDS 0 Ib' O.G. I - - - R-11 BATT INSULATION GYPSUM BD. I N III I I I I h I FINLI FLOOR FINISH Vz• PART. BD. UNDERLAY / Y CDX PLYWOOD SUBFLOOR 2 X FL. JOISTS (SEE PLAN) R-19 BATT (OVER GARAGE) 4' CONC SLAB W/ X 10 1 b b /10 r -__ WWM ON 4' GRANULAR FILL --- V)' GYPSUM BD. CEILING I I �� �� I I _ __- --- -- 2 X RIM J015T I I I I I I I I 0 I I I I - BATT INSULATION (5EE WALL I I ;�, I I 1 I INSULATION SPEC ABOVE A ,, -� 8' 8 I1 LL I APP VElD SELVA LINKSICJ; 5 ' FLOOR FINISH ARCHITECTURALI�EViEVV CCS?�1,�11T1EE t,V PART. BD. UNDERLAY 3'-4' 3'-4 - r Y CDX PLYWOOD SIBFLOOR 151.0' 2'-0' 1 1 1 1 5 )ATE: 2 X FLOOR JOISTS (SEE PLAN) --- - ---- -- — 1 1 24' X 24' X 12' 1 1 R-19 BATT INBUL.,ATION � LONG. FTG v r� ��- CRAWLSPACE bMIL BLACK 'vIUDSIEN' 2 X 6 P.T. MUDSILL WITH ALTEIZ-2NA. TE # E3 ( FOUND . ' PLAN ) L, ri I I ' In' i A.B. + 48' O.G. (MIN II OF 2 PER fe AND WITHIN 6CALE: : 1/4' • 1'-�' If I2' OF ANY CORNER) I I I I If SLOPE 1 I I I I I I I ►- I L r J 1 UPPER FLOOR 701 67 FT. I I at � I _ D �- _ I - MAIN FLOOR 850 SQ FT. dp QC TOTAL 1551 6Q. FT. -41i2 I6'-3' -4+�z 3'-8'' 2'-0' '1'-4' 2'-0' M 41 ♦ PERFORATED DRAM 34'-0' TILE (TYP. WHERE RIzQ'D) • 15' ' - SINGLE STORY AREAS USE b' FpTN ON 12' X FTG O f'T I ON A 1.... J O 15 T E D z CL 2116P TYP . WALL_ SECTION eCALE 1/4' V-06 FOUNDATION PLAN SCALE , 3/4' ■ I'-m' z Y off © 1489 ALAN MASOOPD , DE51GNP X i ALAI`1 11 A f C 0 P D NOTE15 l) e / I11`1 A / JOCIATI! I 34'-0' I'-b L ALL EXTERIOR WALL OPF-NW45 4 BEARINCs WALL OPENING44 -0 S 12' ' , 23'-0' 1 -b, ~ . TO HAVE 4 X t2 HEADERS UNLESS OTWERW15E INDICATED . IF BUILDING BUILT WITH 88V STUDS USE 4 X 8 4'-6_' __....___ �� ��._._ ____ _� __--- _ .� _ __.--...... _� ___ ADERS UNLESS OTHERWISE NOTED ON THE PLAN. 2. JOISTS THAT ARE ATTAGHEP TO FLUSH BEAMS ARE TO BE HUNG WITH '5IMP80N' U-110 OR EQUIV.3. _ tZ `\ 1515 N W . 23RD AVENUE Iz PROVIDE DOtJE1LE JOISTS UNDER ALL PARALLEL �� OG��_ - 1 � -- �� P 0 R 1 L A N D O R E G O N 9 1 2 1 0 • P4RTITIONS OVER. __.____�j �.""�`�'�"..�". �_ _ �-- � �� 1 4- PROVIDE FIRE15LOCKING, DRAFTSTOPS 4 FIRESTOPS AS I �2 X 8RAFTERS _�-✓ - rJ �J .� ? X 6 GO • 14' O.G. I * 24' O.C,LLA R TIER � ( 5 0 3 I 2 2 5 - 9 1 6 1 PER THE U.5.G. BEG. 2516F. Z X b COLLAR TIES ' \ _� 5• LUMBER $PEGIESf � • 24' O.G. -- .�� `�. A. POSTS, BEAMS, HEADERS NO. 2 DOUGLAS FIR 2 X 8 CLG JOTS 2 X8 CLG JOTS JOISTS AND RAFTERS ! + 24' R-30 INBUL Q I -_ _ • 24' O.G. - `` These plans are for the construction - _ _ 1 of one building only and are not to be B. SILLS, PLATES, BLOC4CING NO. 3 DOUGLAS FIR _ _ �`�� .,` HRIDGING ETC. fp w R-30 CLG tNBUL � `'`� I copied in any form whatsoever with- G. STUDS STUD GRADE Df. c �� ` out the express written permission of D. POST 4 BEAM DTHlGNG UTILITY GRADE /16 y � BE D R� .` .- Alan Mascord. The plan and ideas re- E_ PLYWOOD SF�ATHING t'� GDX PLY, 32/16 � � .. � I F. GLU-LAM BEAMS Fb-2400, DRY ADN. 2 X 4 STUDS + I6' O.G. �•. �. presented on this sheet are copyright- W/ R-11 BATT IN6UL ed and violators of this copyright will be prosecuted. The contrac,or i., ros- I b. NAILING 8ILLWHEOR D WINDOW SEAT - ----- �� E3E� *3 8ED � -y ` ' ( JOIST t0 SILL OR GIRDER 3-8d TOE NAIL * IZ r � +✓ '`. Q ponsible for checking dimensions and BRIDGING To JOIST Z-8d TOE NAIL ESE D 3 CORS'I D OR I Z site c unditions and i5 to report any '3UElFLOOR TO TO GIRDER 2-Ibd BLIND 4 FAGS ,� 601E PL• TO JOIST 16d • Ib' FACE NAIL © 51� ' X IbL' -- -- errors or omissions to this office be- TOP PL_ TO STUDS 2-1bd END NAIL GLU-LAM (FLUB+) --~ 2 X 8 RFTRS for the start of construction. Written _ _ �. O.C. ._._. _ - — dimensions always have precedence STUD TO SOLE PL- 4-8d TOE NAIL OR • 24' 0 2 X 10 FLR JSTB • I6' O� 2-16d END NAIL -- - - _______�_�_-__..__._..__..._ ___. ._... .T__.-- ------- -_._.._._. �.. _... _.-_. __ R-19 2 X IrD FLR JSTB • Ib' OG. Z X 10 FL JSTB + I6' D.G. W/ R-19 INSUL _ over scaled dimension:,. We are cont.. DOU15LE STUDS Ibd • Ib' FACE NAIL - - inually looking for ways to Improve DOUBLE TOP PL 16d • Ib' FACE MAIL 2 X 8 GLG CONTINUOUS HEADER (Z PGJ Ibd • {b' EDGE NAIL t�' AGX YWD T INSTALL moi' TYPE 'X' 'SIMP80N' LUP210� � I our products so will value any sugg- GLG.. JST. TO PL. 3-8d TOE NAIL IT JST$ • 24 O.0 GYP. BRD. OVER WALL METAL WANC,ER9 CLG. JOT. LAP OVER PL. 3-16d FAGS NAIL � 4 CLG 2 X 4 STUDS • Ib' O.G. � e5tions you may submit. Thank you. W/ R-II BATT INSUL W/ R-II BATT INSUL ~ 1 X TUD5 • Ib' O.G. F= - CLG. JOT. TO RAFTER 3-Ibd FAGS NAIL l7 RAFTER TO TOP PL. 3_8d TOE NAIL .q I '$It•1P$ON' LUP28 'q ' o�' P �I I I L I Rt-1 a' VAULTED i °' W BUILT-UP CORNER STUDS *d • 24 FACE NAIL I METAL HANCsERS .� PL YUJC70D SUBFLOOR 8d • b' EDGE NAIL 8d • Im' INTERIOR I r F A I}-I I L� <I r C�4 E NDINING PLY WALL 4 ROOF SHEATHING 8 G SHEATHINd • b' EDGE NAIL I A C;E 8d + 11' INTERIOR 2 X 4 STUDS • 16' O.G. TOP PL. AT INTERSECTIONS 2-I47d FACE NAIL W:' R-II BATT INSUL MULTIPLE J015TS (UP TO 3) 16 • 15' STAGGER NAIL j 1• '♦ 4' GONG SLAB UJ/ b X 6 10/1D l I I MULTIPLE J018T8 (OVER 3) t BOLTS WiU1ASHER9 _ .._. WUM ON 4' GRAMLAE Ft -- _ _ __ _._ _ ,-____T_._. _ ___ _..---- - - -_ _. ._ _, _ .._ - _•� i — EA SIDE + 24 O.G. l X 6 SPACED SHEATHING 2-8d FACE NAIL l 4'41P PE IRF. r I 4'd PER!~. _ DRAIN TILE f 15 X1 15 X 7 DFRWN TILE 12 X 6_ 15 X 7 15 X _T UIL_ DINGSECTION BL_JIL. DING SECT 10 N D } SCALE �SCALE 1/4 1'-GU T x /O'M� '50. l I • �- — Z X b COLLAR TIES 12 • 24' O.G.12 j � _—_$ R-19 BATT ... :C�o _ I j' IN8QL (VAULTED � S LINE OF CLG HANDGRIP SECTION 2 X 8 RFTR�i --- (2) 2 X 8 RAFTER '�. BTUJN 11/4 4 2' * • 24' O.G. (FROM IQ BEYOND) W/ ALTERNATE 48 2 X 4 STUDS • 16' D_G. .� 2 X 10 - -2 X 4 STUDS • Ib' o.G. W1 R-II BATT IN&L -- -- n HIP RAFTERS C W/ R-II INSUL. * 2 X 4 STUDS (STUDS SET BETL N ` 'b �. \ -- -, _-__... w Ib' O.G. W1 (2) 2 X 8 RFTRS-- DOUBLE RFTI¢8) 4' VAULTED i X ■ �' 12 R-11 BATT INSUL (FROM M FORGRDUND) 2 X 8 RAFTERS • 14' O.G. r 1 2 X 8 RAFTERS BATH HANDRAIL • 24' O.G. - - BED BATH I ' 2 X 10 FLR _ I ^ • -----. '\ "� I � I , Z X 4 BRCS I JSTB • Ib' O.G. � �` � � i •1 p-`a�,� f R-19 BATT �tBU1 1 APS r 2 X Z BALUSTERS R - - k j �tL\/A LI>`i",:SI E ~ ` I b' 11AXI1`11.g1 I \TURNED OR FLUTED - - - - _ -- I VERIFY STYLE -- `� 10' I I Z X Ira GLG b X 10 BM �, -- --- 2 X 10 FLR -JSTB • Ib O.G. I JETS » 14 O.G. (FLUSH) i 4RCwIITECTUItAL F.EVIE�V C•OPv',AAITTE� INSTALL ',' TYPE 'X' ; ATE: — / GYP. BRfl. OVER SHOE RAIL FOR BALUSTERS - 'SIMPSON' LUPZ10 - `,� I �. - METAL HANGERS WALLS 4 GLG NOSING OF TREAD -. NOOK. <I I G1- EIS 4 r 2 X 4 STUDS • Ib' O.G. W/ R-II BATT lN5UL. RSC CONC SLAB, IJ-V b X 6 IOAO � ., \ r � - ------------- 1 1/9' PART. WI WU.M ON 4 GRANULAR FILL ---...__•-T- =._-___-- _. _... ..-T---, BULLNOSE TRE L _R-19 IN6 UL �.� .�__ _ - MN OOR0R 85© BQ FT. AFTER ROOF ONUPPER SCREWED ( INSTAL L E D I _ ___ - I/2' PLYUJOOD R18ERS -- ��\ 4'4 PERF. -� - - --- T - 4'♦ PERF. 4'+ PERF. '1 TOTAL 1551 SQ• FT. DRAIN TILE 12 X b --_-__ 15 -•X -1 -- DRAIN TILE DRAIN TILE 15 X T 15 X (3) Z X 12 STRINGERS I - -- _ � I 5/0' TYPE 'X' GYPSIA'1 150,PID. �. I I T1RIS SECTION REFERS TO TYCAL UNDER STAIRS �, ALTERNATE 815ONLY l STAR DETAIL � SECTION _ SECTION _� BUILDING BUILDING SECTION BUILDINGSF- CTION , �I Q 1- 211 �DP SCALE I ' I ' - ®' SCAL.E 1/4' 1'-6d' �l SCALE 1 1/4' w V-0' -._.. B SCALE: 1/4 I/ r LU ! I V-' COPW�K33HT r '"8 ALAN MA_gCXVD , DESCtip I `r-)