Loading...
HomeMy WebLinkAboutPermit File BLD-2021-0088 3925 Rock Ridge Parkway (3) PROJECT DESCRIPTION DESIGNED C DJ ECT I 1 FORMATION J SYKRAPBD NEV' SINGLE FAMILY RESIDENCE _ DRAFTED SY: PROJECT ADDRESS: SCALE 32g5 ROCK RIDGE PARKYLAY 1/4" = 1' U.N.O. ti ANAGORTES YLA gS221 1-25-21 CODE COMPLIANCE PARCEL* P133157 Q ALL CONSTRUCTION TO COMPLY WITH LOCAL GODES AND CD ORDINANCES AND THE FOLLOINiNG: PLAN AREAS 0 - - 2015 INTERNATIONAL RESIDENTIAL CODE III - 2015 WASHINGTON STATE ENERGY CODE MAIN FLOOR 2,044 50.FT. > - 2015 UNIFORM PLUMBING CODE BASEMENT 1 ,503 SQ.FT. TOTAL LIVING AREA: 3,547 SQ.FT. DEFERRED SUBMITTALS GARAGE 715 SG.FT. ik 1. MECHANICAL HVAG SYSTEM DRAWINGS 2. ELECTRICAL PONLER DISTRIBUTION DRAWINGS DECK 161 SG.FT. 3. NATURAL GAS DISTRIBUTION DRAWINGS 4. PLUMBING DRAiINGS UTILITY / STORAGE 341 SG.FT. 5. ROOF TRUSS DRAWINGS 1 CALCULATIONS sg b. FLOOR JOIST DRAWING5 1 CALCULATIONS 1. LANDSCAPE PLANS 8. LIGHTING PLANS 9. CABINET SHOP DRAWINGS 10. CUSTOM HARDWARE / BRACKET SHOP DRAWINGS DESIGN INFORMATION THE HoLmAN _ FELLOWS RESIDENCE 32q5 ROCK RIDGE FARKA'T',ANACORTE5 V1A gS221 CITY OF ANACORTES PLANNING AND BUILDING DEPT: APPROVED PLANS REVIEWED FOR CODE COMPLIANCE PERMIT #: BLD-2021-0088 W ADDRESS: 3925 Rock Ridge PKWY l) APPROVED BY: 7L141 O W SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT >u Q BE ALTERED WITHOUT AUTHORIZA ON. Z 0-) ry Fire area: 5318 square feet. _ u Fire flow at hydrant #920+923PM 2066 Residential sprinkler system per NFPA 13D NOT V 0 LS3 required. —1 u1I— LLv v LAYOUT PATABLE z < - GE PG# TITLE 0_ X In Al COVER SHEET o m A2 SITE PLAN LANDSCAPE PLAN AS FOUNDATION PLAN A4 FOUNDATION DETAILS 4N o_a 4Nza - w _ A5 BASEMENT FLOOR PLAN ozax f T N LL A6 FLOOR FRAMING PLAN W=¢ �IZ1iQ F L] A7 FLOOR FRAMING DETAILS AS MAIN FLOOR PLAN I ❑ U W w=tl�u Al Y LI NDOV1 SCHEDULE []Q WQQ2 W tlO z3as� A10 ROOF FRAMING PLAN !!:!:w � All ROOF FRAMING DETAILS ]. §w6 Al2 ROOF °VERVIEY1 0 Ww r- n?w�z A13 BUILDING SECTIONS Pu ¢ A14 BUILDING SECTIONS °}=W N _ za zd A15 BUILDING SECTIONS Alb BUILDING SECTIONS OWNER APPROVAL All EXTERIOR ELEVATIONS INITIAL: - - PAGE: Alb EXTERIOR ELEVATIONS All ENGINEERING INFO BASEMENT Al A20 ENGINEERING INFO MAIN FLOOR OF: A21 ENGINEERING SPECIFICATIONS A22 STORM Y'lATER SITE PLAN • DESIGNED BY: VICINITY MAP ,' • ,� i. SYKORA, GPBD 1 /, ,/ - f DRAFTED BY: / FIRE HYDRANT 0 Afrr' .... rev `. MBA . Maeone,-pcaiwurid f' S` ■ r// ----- is /// ,c•�,at // re , �.. SCALE —, 1" - 10' U.N.O. 1 / R Gi-,51 , / k...c).:,, / N.' / M la • /' /` LOT 1 : 1-25-21 a / / S,193 5F \•\ / r • Anacartes / \. < Z / N rc iiik. ---_, A ra. MAX COVERAGE=5,011 SG.FT. \' if . 0 .' ,S., \ 4/ /, S 0 (64.D ,. s -, -. , , . i, A'AS, ////t4 , To,,a, /4,0k4-,,,,,i.../.., ct l'N ' \ >m 0 -, ..,:f i.i,"._„., • 20 ,� / 'f 4,/._ .,.,,,- °A,k. ik \'5c4o\5g 20 pye c!f `3_„.. , A' pages 42D 03if,` .$ ,\N</4,6 , , .. ... AN, 4, ,,,, 4're N -1...i, Washington Park .,: t ' (:-:3 I. co i' . a. 4.4110"\N\-----\\. • ` 2,1 I rJrJ &/J/ oF / S r. P RO J E GT LO GAT I ON {� COVEREDN V • \ ; e '1` �t /' Q°� DECK, \ V �,` y Ak./if 0.,,- ' NIIIII.'' \ 6/,t,(1) / =. IIIIMIIIIIIIMIIIOIIIIIIIIIIIIINIIIINIII ,..... J . , / m4 __ _. _ ..,... t.o.,c,.., \ 1176014\4 ,-:‘ dbo_...L . . _ . s__.- --- „,_____ 450,-- , , • /.. 7/ , ,... / N., , \\, Ali" wi id \ ' / N --; ''' ,• / Burrows Island <er tip. A# GARAGE Fidaly Y I IG'r f.ii :› \` Aquatic �i?41 -1C ` PAVERS } .y\V' Reserve HEIGHT RESTRICTION$A5 POINT:APPROX.449.67''_ N C / --- �'MI `p C • Alexander HEIGHT RESTRICTION S / \ Beach MEASURED 27' ,4BOVE GR,4DE �__ SLc .� . " �\ 7 `� wry\ ri / �- / ATFoFEmGoRME RN„Iir: Landscape wall not ', - i • _ to encroach into QQ; / d k NOT TO SCALE access easement. PRIVEYVAY=1,2/4 SOFT. mil'- 4'' N/' ' i I �' __ -- D, . o PA -/f4iii / ,,--- • :-/ S� w V / \ ti/oo •�$ .M •o�`'� GARDENING AREA o�,� — / T �] J' LOT 10 '\ o���` '"�o. t.9 4m,,,_? •• / . \ / 5ACk!!".7 ,/,/ ,193 SF • \ LL Q Kr CI q: 7 '' N. .. ///7- y / --:-.. i . I •.,-.° t. ..00, / .___ ILI Ili 63 ia- . / / ifak.......„1........., \-."---- -'--__- _-,-• .., .,,, '-41t: / - /- / o o 0 kn / � ~ l fir\ 9 .,, � o I (0 , 'reo\g$ 1 cl 3°IO 5 FW �, —1 417(7 cs.• fit , -�'� 5 _ J. /, .i'�, �, 1 11j + 1( F + -� ill t V t] 1 11, ./ . „ / , / 7 / , , , ,...,...... ---i C__,,, tr / !'` HOUSE IMPERVIOUS \�\ ,/ ►� 1 __ - �' T m / f/ 3 641 5Q.FT. �`"'�.• �\ -/ ice. / v, 11 q f IF _________J i - _ -, : �' l 4,:„.(4\-... / / . , ,, ->'.--__ ' ------4----------„: x �. �\ , 1 _ '� �_,.. .. I +ram , a 1 ! f - '� I ON., ! +� - In ZYh� ❑z_ ://r , \t\ fib _ _ -� fag fr.-4________L_ ,/��� _ S�r4.26' LOT INFORMATION [9 ao J r \ �r, M1— L Qz� `fir Y \/ T �:•.. :^ } �N� �` . 1 Ngo¢w F. , , .� . - �-- . / . - '� OWNER: RICHARD HOLMAN & KELL'' FELLOY1[5 3 • xma ❑ /// z WU-m it 'g$\e�� I" _ �- - / F]4: ill to ��a .,\ _ - _ _ // / ADDRESS: 3q25 ROCK RIDGE PARKYVAIY, ANACORTES Y 95221 _I 0_ °�I¢ 'aril ca o3 LANDSCAPELEGEND pRGEL# 133g57 Lil ¢„aT. r REQUIRED LANDSCAPING CALCULATIONS-� \ LAM 1 LANDSCAPED AREA SITE AREA - 8,143 FT. V J 'Alin 96 OF 517E TO SE LANDSCAPED/ _ 20�5 R2A ZONI= f 1 A W F o V Q� 1,758 SQ.FT REQUIRED F W . `c7,, Planning Category Approval (PERAMGTABLE519.42.020030 2,s50PROVIDED Z s.Nz / vin�m - CONCRETE DRIVE DRIVEYVAY IMPERVIOUS a wry a Intensity Chart: AMC 19.42.020 X _ oWW; 1 �`T4 SQ.FT. \` Lot coverage: AMC 19.42.220 X LOT SIZE : a,193 5Q.FT. _° COMPLIANCE WITH AMC CH.16.50 TREE UNIT CREDITS REQUIRED=9 0}z �I�`>r /' Landscaping: AMC 19.65 X MULCH-PLANTING BED TREE PRESERVATION TREE UNITGREDITSPROVIDED Emoo - ._ {6}NEl^i DECIDUOUS TREES{MIN.2" , ' Tree code: AMC 16.50 X MAX BUILDING COVERAGE (35%) = 3,011 SQ.FT. ~` o�''h Setbacks: AMC 19.42.130 X • Ai GAI-IPERa b"ABOVE GROUND) a 4 /9/ {4]NEl^i EVERGREEN TREE{�(Ix OYVNER APPROVAL ��ifo40 Hight lim ts: AMC 19.42.120 X 'lr+-'Y DECIDUOUS TREE HEIGHT) Min 8' height _i. . ' ACTUAL BUILDING COVERAGE 3,061 SQ.FT. 'f 40 ..?• Critical Areas: AMC 17• .70 X for new evergreens. ' Tp. Old Towr: AMC 19.42.160 NA " 411144rr /'/= Land Use/Plat Conditions X `= EVERGREEN TREE HOUSE IMPERVIOUS: 3,641 5Q.FT. PAGE: 1 PER 30'OF FRONTAGE NUMBER OF REQUIRED STREET g7.5 LINEAL FEET OF FRONTAGE Easemen-s X TREES =3 STREET TREES REQUIRED N 4 SHRUBS/PLANTINGS DRIVENAY IMPERVIOUS: 1 ,214 SQ.FT. / - Q�el/ o•, / TOTAL IMPERVIOUS: 4,915 5Q.FT. OF: 5GSCALE: „-_ 10' IMPERVIOUS SURFACES ZONING DESIGNATION: R2 DESIGNED SY: FOUNDATION NOTES J. SYKORA, GPBD 59'-0" / - -- - •- DRAFTED BY: n 2'-3"—t`3'-0" t 1T-0'• t 3'-0" 1� 16'-61/2" t 3'-0" .f 10'-6" / 3'-0•• / 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. r---� 3b"X3b"x1o" �--- 36"X36"X1o" 36"X36"X10" r--- -I 2. GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION FOOTINGS(ON THE g I ,� ' wl(4)#4 EW i I y I WI(4)It4 EN IN/(4)#4 EW 11 _ I 1 EXTERIOR OF THE FOOTINGS)SHOULD SLOPE DOWN AT A 5 PERCENT SCALE w m I \ - -§ -I- /"" I — • 1' 0 6„X 96"X,0„,ice - \ -I - - - - J u, 3 MINIMUM SLOPE.THIS MUST CONTINUE FOR AT LEAST 10 FEET. I• STONE COLUMN ISTONE COLUMN STONE COLUMri •I I r———--1 = �' \ L- 1— J BUILD OUT \ I ---_I BUILD OUT BUILD OUT L--,J WI(4)#4EW . I 3. IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION, THE LOAD BEARING 1/4" 1' U.N.O. o L I 4 VALUES IN IRG TABLE R401.4.1 SHALL BE ASSUMED. X STONE COLUMN T J I in4. FOOTINGS SHOULD EXTEND TO A MINIMUM DEPTH OF 12 INCHES BELOW rf w BUILD OUT ~ —J PREVIOUSLY UNDISTURBED SOIL. FOOTINGS AL50 MUST EXTEND AT LEAST 12 1-25-21 I I I 4" CONCRETE SLAB - 150 SQ.FT. I I f INCHES BELOW THE FROST LINE (THE DEPTH TO WHICH THE GROUND LL :o al, :mo 1'-3 112" FREEZES IN WINTER)OR MUST BE FROST-PROTECTED. FOOTINGS SHOULD 5A 5A "' HAVE A MINIMUM WIDTH OF 12". <a A Z I I A4 I A4 I I I Li.— —— � THAT IT I LEVEL. EXCEPTIIONEBUILDING 5.T P F THE FOOTINGS MUST BE LEVEL; FOR / n THE BOTTOM OF THE FOOTING I5 I IFV ]` _ \ \ ON A SLOPED GRADE YOU CAN STEP THE FOOTING A5 MUCH A5 1 UNIT0 -�-• °°- VERTICAL PER 10 UNITS HORIZONTAL (OR A 10 PERCENT SLOPE). Cl) I , '. A4 ' ,' : ' "' , ' • 16. ACCESS SHALL BE PROVIDED TO ALL UNDER FLOOR SPACES. ACCESS 5A ' f , R4 OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM OF 18"X 24". 0 OPENINGS THROUGH A PERIMETER WALL SHALL NOT BE LESS THAN 1 V'X 24". (/) 5A 5A q WHEN ANY PORTION OF THE THE THROUGH WALL ACCESS 15 BELOW GRADE, A4 A4 : `' " " zo A4 ;I A4 AN AREAWAY OF NOT LESS THEN 16"X 24" SHALL BE PROVIDED. THE BOTTOM o _ _I _ ' o• ' ,• : - '• - .,, - _ , • , OF THE AREAWAY SHALL BE BELOW THE THRESHOLD FO THE ACCESS El r . 1 , +� :`�' .•r 2'-0" OPENING. THROUGH WALL ACCESS SHALL NOT BE LOCATED UNDER A DOOR 11 ihse r'' - `r' . I• L TO THE RESIDENCE- x •I • I Y 1 \ 1. FOUNDATION VENTS-THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF I a THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING(EXCEPT SPACE ( • • b+ ' 4" CONCRETE SLAB - 1,?91 5Q.FT. : ' OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION OPENINGS THROUGH i� 6f _ A4 : FOUNDATION WALLS OR EXTERIOR WALLS.THE MINIMUM NET AREA OF I 4. F 'I ` •• •• .. ' " t '. •/. . . , 14' • •I- VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR 1 _ I zi3 ar : ' ` • r • EACH 150 SQUARE FEET OF UNDER-FLOOR SPACE AREA, UNLESS THE o + , • I GROUND SURFACE 15 COVERED BY A CLASS 1 VAPOR RETARDER MATERIAL. GA a •- WHEN A GLASS 1 VAPOR RETARDER MATERIAL IS USED, THE MINIMUM NET 'eot wes + IAREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT Wit? + �• - g FOR EACH1,500 AR F T F -F A AREA. • '° ;f, I . - - . . ':,' - ,. .: . •- _ -j I SQUARE FEET O UNDER-FLOOR SPACE RE . ONE SUCH J • - ' , 6 i 6 _ 6 VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE �� • r--- T---.-- ---'I� — o. - 2 2 BUILDING- ` 73 �stl� al I I ' , - ;. ar Jy I A4 J • A4 ry 8, WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON �llvv g IM�11�i talA LL Z: n LANDSCAPE WALL I L- —.--'+J '� J , 6 '1 CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE FOUNDATION IN !l 1/ I- " , ' 6 : :• 6 ` 4 • .. 6 - o r ACCORDANCE WITH THIS SECTION. COLD-FORMED STEEL FRAMING SHALL BE m I • • A4 _• A4 ' } I m ANCHORED DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL 6360148521$ -SEAL. PLATES ANCHORED TO THE FOUNDATION.ANCHORAGE OF COLD-FORMED 15 Fan. STAa.tres'L- A4 I A4 6 n, : •• m . ��~' -- STEEL FRAMING AND SILL PLATES SUPPORTING COLD-FORMED STEEL 'STSMs en-4 Lit. A4 • : - - , • '- • ,' • -• • • f A4 :I, FRAMING SHALL BE IN ACCORDANCE WITH THIS SECTION AND SECTION ` r——— ——} R505.3.1 OR R603.3.1. SEE SHEARWALL TABLE FOR SILL PLATE CONNECTION 7 9 I •• I _ SILL PLATES AND SOLE PLATES SHALL BE PROTECTED ----- -= L-- —' ! TOFOUNDATION- 11/4 -------. T. 6 ' • • = ' „ 3'4 ' 'N./ AGAINST DECAY AND TERMITES WHERE REQUIRED BY SECTIONS R311 AND = 1 111 112" , -- —I 'rib :: R318. r I 4" CONCRETE SLAB - 43-5 SQ-FT- I- -A4 zo -I — —- ———-k-- -i .1 ' - >- o • - II = r 4"CONCRETE al I i_ . .. . .. ' TYPICAL u1 A4 Aa 4 q I :.• . :: :. :: SLAB_2850.FT. �/16 05B t ><I ° A4 .: I i FRAMED Z I° 1 I f 4 •-•.. ' I I ' ' A4 `' A4 Y'1ALL11 0 w .< { 1 I ; , o 2XbNALL Z to Y N L'• •- . • • _ A4'.-— LI - I • r �? 1 . .I i te Co - - • • ,— 3 la- " X3" X 25" - - \ BEARING ul a- \ \I -- - •• `.. ` —1 PLATE III K ° a v O ln A4 0 .. i • :� • ; Aa • 5/8" X 12" 1144 ° � J Q 1— ,5'-6„ .• 10'-10 1/2" 2'�" . ' i ANCHOR BOLT I 1 LLI (Y o 3'T'-'1" I I 0 I r_ v 0 1 ) , r .l!_ •a Z p A4 I A4 I - --4 - / 0- . ft < (Y .< } o •a .. . •• + TYP. CT CV I • ,44' I A4 a O c) FOUNDATION PLAN I • ' I • FOUNDATION I L. , : : : I • 0 1NALL SCALE: 1/4" = 1' n 1= DOOR BUCK OUT " I I ' 14. SLOPE GARAGE FLOOR • ., ' a - NOTE: I - : • I • d I. •0 • • a -ALL BLABS ARE 1155. I - - ' I • Goy - NO HOLD DO1NNS ARE i. .A - $ wNF REQUIRED. �o�� I I C OzozQ Le WyF 1 I 1 I .c_og A4 I A4 : I Z fail - - I ¢wai • • ' In O ZOK =w e;. q55 - S,�B :' , . TYPICAL FOUNDATION BOLT — „ow 2. 2, \ j 4" CONCRETE SLAB - 669 SQ.FT. : - �w«a Z I21 ' 0 5A L .. IBA - - .. - I w <$_ SUBGRADE: U5E STRUCTURAL FILL OR NATIVE MATERIAL,COMPACTED TO 15%RELATIVE COMPACTION.IT I5 STRONGLY A4 A4 " s€ 2 • elRECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BY A GEOTEGHNIGAL CONSULTANT- a \ `�� •• - � � '' .> '' � � �y o UNDERSLAB INSULATION: MAY USE)(PS OR EPS RIGID FOAM WITH MIN.,25 PSI COMPRESSIVE STRENGTH UNDER SLAB. IF L I- r z�W LL • attrc�� USED,PROVIDE AND INSTALL PER INSULATION MANUFACTURERS RECOMMENDATIONS. • '• •� RDi w o I • - - - r D =olio I g nt FA 15LAB THICKNESS:USE 4"MIN- � • _ _ _ . . . . . ': _ - _ z a 6 REINFORCEMENT:USE ANY OF THE FOLLOWING: I' o o°z FORSPACINGSEE O oowG MIN.,#3 REBAR AT 24"OC,EACH WAY,CENTERED IN BLAB. I =• • SHEARWALL SCHEDULE "o g WELDED WIRE FABRIC,MIN.,MA,b"X6"(6 GA.),CENTERED IN SLAB.SPLICES OVERLAP a MIN. I ,g;o FIBERMESH PER MANUFACTURER'S RECOMMENDATION, A4 I A4 SA A4 . : I o w 3 j A4 A4 a C , ' m�a HELIX MICRO REBAR,MIN-,5 LBS. PER CUBIC YARD. 4 m • DOOR BUCK OUT g z z ry SLOPE GARAGE FLOOR zqz CONTROL JOINTS: MAXIMUM RECOMMENDED SPACING=8'OC, EACH WAY-THIS IS A NON-STRUCTURAL ITEM AND MAY BE CHANGED OR OMITTED BY OWNER OR ARCHITECTURAL DESIGNER. I " • �• '"_ 'a U VAPOR BARRIER SUGGEST A MIN.,6 MIL.,PLASTIC VAPOR BARRIER UNDER INTERIOR SLABS.TH15I5A NON-STRUCTURAL • • . . ' ' ,• • �'' `�I < ITEM AND MAY BE CHANGED OR OMITTED BY OWNER OR ARCHITECTURAL DESIGNER. I d a °� ' e'L: '', d OWNER APPROVAL A4 4 . . ' ",•. MINIMUM OF(2) ' • " ' INITIAL: • °-' + 12"MAXIMUM o L - J . BOLTS_PER PIECE . , . ..; ^. 9"MINIMUM a= _ PAGE: \ -\ L ., _I \ ` 4 •,- . .i• i -' FROM END OF PLATE "a • - A3 23'-0" DESIGNED BY: J. SYKORA, GPBD DRAFTED BY: ry'' 3 BRACED RETAINING WALL - TOP OF WALL 15 CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION �- ; SIDING MATERIAL - SIDING MATERIAL (' 7/16 O5B 1 BRACED RETAINING WALL - TOP OF WALL 15 CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION 1/16 05B 1/2" SHEETROGK—= 1/2" NAILS OR SCREWS SHEETROCK ° SCALE __ A - 2" OG. STGGD U.N.O. '' 3/4" SUBFLOOR - 1/4" = 1' 3/4" SUBFLOOR _OPTIONAL 4"SLAB E A B G D E F G V IN X Y Z A B G D E F G V W X Y Z . NAILS IN BLOCKING ''' - (GARAGE, PATIO)E. DATE o LENGTH FLOOR JOISTS LENGTH FLOOR JOISTS 1-25-21 z RETAINED WALL FOOTING FOOTING FOOTING FOOTING S I l // (JOISTS PARRALLEL ONLY) RETAINED WALL V °• . a• .' . -" K WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. V FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING / Od- •a HEIGHT POSITIONiR35 TYP.ONLY a WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT. OPTIONAL 4"SLAB HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR @ REBAR REBAR TRANSV. CONT. F `—I I�` -1 I I^'I BOT. LBEND / REQIFA>4' -- — � , • d -4=31 (GARAGE, PATIO) 80T. L BEND v l-1 p Z x p _ 0' - 4' CENTERED 1 8" 6" b" 12" NOT 611 #4 @ 24" #4 @ 24" N/AF v �- : o ` w ' 1 CENTERED 1 „ 51MP50N HAr GER I 1=1� i 1—__ Q REQUIRED (2) # 4 1F.1015T5 PARAI I Fl I � Q - 4 5" " " NOT " _ 1 I i 1 J (� b 6 12" 6 #4 @ 24" #4 @ 24 N/A (2) # 4 JF JOISTS PARAI I FI ff.- r u INSTALL"G"BLOCKING 4 '- ° t REQUIRED E - _ 1—III—III—III H —I I` III III--I D -INSTALL"G"BLOCKING - C '6 ' " ' II II II II „ „ i IN (71 RAYS I —I '� IN /71 RAY; —I I (-I 11-IfI I I w 4 1 "- b 5" 24" 8 b 56" 48 6 #4 @ 24 #4 @ 24 #4 @ 24 (2) # 4 -SCREWS OR NAILS E I I z I: I 11- I 1=0 4' 1 "- 6' 5" 24" 8" b" 56" 45" 6" #4 24° #4 24° #4 @ 24° SCREWS OR NAILS . . I I I_I II I 1=III=1 I i 3 O.G.THRU SUBFLOOR H 3"O.G.THRU SUBFLOOR n i@ @ (2) # 4 IN ° d ;I I I=1 I =I I -III- W L1J 1 11 _ I I I II 11 „ „ „ „ -- I =1 I L-1_ W I I I� I la 1 -- z 18' MIN. I u _ I u 32" u u n n u ,I II = 18"MIN. b 1 8 6" 32" 10" S 28 28 8 #4 @ 16 #4 @ 18 #4 @ l6 GRAWLSPAGE - -1 mGRAWLSPAGE -iI I-I - (3) # 4 BELOW GRADE�_ b 1 8 6 1 Q 8 28 28 8 #4 @ 1 b #4 @ 18" #4 @ 16 (3) # 4 BELOW GRADE -I Z X I 7 LU 111=11 ' 1= 8' 1 " 1�' Qu u u u " u „ u O III _1 X -I I I_4"TIGHTILINEI I _O U 42" 10 S 1 S 18 8 #5 14 #5 18 #5 14 ' T yNALj E _ p q p p {� II @ @ @ (4) # 4 1 X 4 P.T.PT EXPANSION JNT. • EXT.WALLS ONLY-_I J a 8' 1 " - 1�' U" 42" 1 011 U" 1 V" 1 U" V" #5 @ 14" #5 @ 18" #5 @ 14" (4) # 4 1 X 4 P.T.EXPANSION JNT. Ii O I I i�I I I.i p - R-10 @, N. MIN LAP SPLICE 24 O Rio @: li--- =WALLS ONLY I j _ z EXT-6ONDITIONED AREA SLAB I� —III—I I—ION GRADE IIII I I Z 10 1 - 12 10" 48 10 8 16 16 8 #5 @ q #5 @ 18 #5 @ q (5) yy4 -G�NDITIONED AREA 5LA6 , MIN LAI I I III I i' -� m-- _ IUI IIII11 " " II „ ,Iul /1 +fON GR4DE ' y P SPLICE=24 w Z Y _ Z Y 11: t I B - I-1 III , - I I II I itII IiII— BGENERAL NOTES: NOTE #1 f-LABORFILL-5EE #TE# 1`i w GENERAL NOTES: NOTE #1 SLAB OR FILL-SEE OTE# 1 - * COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN GRAWLSPAGE '- ' 'I I II 1 I� v * COLUMNS G, D E W X Y Z ARE MINIMUMS. MAY USE GREATER. ■■■■:7�■�■ �, ■ III -I I C g R-10 FOAM \ \LI FILL OVER FOOTING IN GRAWLSPAGE Ilr■I�Illu■tl ne: ® f --_., rrI E * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. WHEN NO SLAB 15 NEEDED. LW= , DRAIN ROCK! I: * R-10 DRAIN ROGKI F Wl 10 MIL M j� - COLUMNS F, G ARE MAXIMUMS. MAY LESS. WHEN NO SLAB I5 NEEDED. W/-1 MIL FOAM c •is - —FIN �R, 11N. A"PERF,: 11= D —111� * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF "` O ' ASSUMED SOIL BEARING PRESSURE: 2 000 PSF _ • 4 P�RF'' I I • -III- * --UNDER, —f RETAINED HT.(A) FILL REQUIRED lExr wuLsoeLYx RETAINED HT.(A) • FILL REQUIRED b MILL YB �� I a EXT. VA �soNLrp R 1 I 11-b MILL VB -1 I i-! y 7=T I-I I - - =1- y 1=1 �►' A e * _ _ I I 1 G i _ _I___ * MAX LOAD - 2 RESIDENTIAL STORIES AND ROOF W/ 25 P5F MAX SNOW. - IF NO SLAB = I !_ I ' G * REBAR MINIMUM GRADE12" =11 I-111-11151 I III-11 11 I�11 111I-1 i I-i I I 1-1 I 1 . 1 11=1 I EIall. —1 � I I -1 i I I I _ I =1 .�` MAX LOAD - 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 0 -4 NONE I=1 III III III: 0 4 NONE I III i I i=: 1 . I i i �` °�"'"s o i __ _ - - TOE I_ I II-III 111-� IlI HEEL - * REBAR MINIMUM GRADE 60. psi 5i b; 12" ASSUMED EL I - " o * I_III,;,III,;,III II ., , ,III;,III AIII,,-111;III I . , =III,-„�: 1 D SOIL BEARING PRESSURE: II11G it i 0• 5 -b _ CONCRETE MINIMUM fc 2500 psi 7 8 18 -1 I I-* - - - , N SURE: 2,000 P5F-1 * CONCRETE MINIMUM fc 2500 'i - 8 18 11- - NOT _ _ _ - 2,000 PSF A55UMED 501E BEARING PRES . -I I,- - -I I I-III-III-III-. I I-III-III-� � I_,-I .. . as ** ANCHOR BOLT SPACING USE LESSER OF THIS OR SHEAR WALL GALLOUT. 9' - 10' 24" -_'I I - " '-'111 ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. 9' - 10' 24" i -, I- 1 TO SCALE III 11- I I-i I I-III-III- I 11=1 I I NOT TO SCALE II1 I I1 I I III=: ! =1 !- '/zs(L( _ WINSWINSNO FLOOR BaW (4) RETAINING WALL - WALL HAS FILL ON INSIDE WITHIN 12"� II IDING MATERIAL 2 GANT. RETAINING WALL - TOP OF WALL 15 NOT CONNECTED TO FLOOR DIAPHRAGM ' �1/161NG OSBATERIAL a� s a4 7116 OSB V '^' 1 X 4 P.T. EXPANSION JNT. • II 2 X 6 WALL 12 MIN. ° �T£M s a>H Lr, A B G D E F G Y X Y Z - BASEMENT PERIMETER PONY WALL R-��@ A B G D E F G V W X Y Z 2 X 6 WALL ABOVE GRADE AREAS �_al „sa,.. -CONDITIONED AREA SLAB F F ; • �► �� 6" MIN. LENGTH ON GRADE , LENGTH < UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING o \ w RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING -. HEIGHT POSITION ,. •;,:.;4:, . ', a . R �I WIDTH HEIGHT THICKNESS SPACING•' SPACING REBAR @ REBAR REBAR TRANSV. CONT. �_ • •. �;. - ®� a HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING " SPACING REBAR @ REBAR REBAR TRANSV. CONT. err � I-11 I—I I' 1 I w BOT. L BEND K GRAIAILSPAGE -III=III-1[F=1I-11=1 I�fj� � O SOT. L BEND v 4 p 0' - 4' CENTERED 1 8" /_11 bII SEE NOT 611 #4 @ 24" #4 @ 24" N/A (2) # 4 WR10 M-10 �vB R-10 FOAM ? I E w _ p __ `, G SHEARWALL REQUIRED AM 11. O 1 8" 6" /_11 SEE NOT 611 @ 24" #4 24" N/A (2) # 4H -_)l I��=I I=11 I-- 0' 4' V 24"HIN. ■� CENTERED @ f �=E I- I 11 O SHEARWALL REQUIRED -I„�I=1 En- ,i R :. o. = ' -III- =1 = W UNDER, MIN. I S � — — 4' 1 "- 6' 3" 24" " II 5EE NOT " " " " I! A _ z 24" 811 611 SEE NOT 6" #4 1 5" #4 24" #4 18" , _ TIGHTLINE m S 6 5HEARWALL REQUIRED 6 #4 @ 18 #4 @ 24 #4 @ 18 (3) # 4 W6 a 41 1 11_ 61 5 @ @ @ (3) # 4 �" -11I W �■l W f SHEARWALL REQUIRED . = �I 11 I11 � 1111�III--1 z Z -III III II _III=11 61 1 " _ ' 611 ^/ „ 10" 811 SEE NOT 8" #5 @ 11" #4 @ 18" #5 @ 11" (4) # 4 J I 6' 1 " - 8' 1 36" 1011 811 SEE NOT S" #5 @ 11" #4 @ 18" #5 @ 11" (4) # 4 (J ✓1Vh SHEARWALL REQUIRED II r -I Q SHEARWALL REQUIRED I I�I I-1 11-' 'I I—I I I_ O X Z p q p X III. . 1 1b'MIN. =1 LU Se 1 " 10' �] u „ u va SEE REQUIRED " @ @ @ (4) # 5 2"GLR. III MIN LAP SPLICE=24" O SI 1 " - 1 0' 8" 48" 1 0" a" SHEAEEE RE NOT v" #5@q" #5@1 S" #5 @ 01" (4) # 5 R oX 4 P.T. EXPANSION JNT. ' - 2"GLR.ELOW--, 1I I =1 j U- — rV 48 10 8 8 #5 q #5 18 #5 q (-1 11=z Q HEARWALL w CA SCREENED 2"PVG p 1 I III 1 -' O U') (1J WEEP HOLES 6'O.G. v -CONDITIONED AREA SLAB 1 I 11 I. I I I1—1 11 11 I I W '1 , $ 4"TIGHTLINE on GRADE , -- MN LAP SPLICE =24" il�-I I-.< 0 Z Y _ z 18"MIN. III- --III- 11- W to GENERAL NOTES: Z Y 24"MIN.FOR GENERAL NOTES: SLAB OR orE#1 B 1 1 1- B ,o'WALL NOTE #1 �1 111=i 1: -1 * COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. iil1� _I_ 1I- * COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN GRAWLSPAGE '•' ' I " .---I I --I r� p kn * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. p ��� -0RAIN ROG * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. WHEN NO SLAB IS NEEDED. wRio FOAM �� DRAIN ROCKI G - J Q 1- * 4 PERF. III D 3". 4"PEKE-111-1 1- - cv * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF _ O I�1 * ASSUMED 501E BEARING PRESSURE: 2,000 PSF UNDER,VS a ' a O —i W I' ' d Sti!:� RETAINED HT.(A) FILL REQUIRED 6 MILL VB * -j7'i I i-III-i I I: _I I -1 I I y-11 I= -111= I I I I I I III- y �- -1 I r1 al li- e LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. :III=1 1=I - G - 11{-1 I E TEI ' * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. 0' -4' NONE IF No SLAB _I I W v v * _ .� �- _ � _ , . 11-T�► - I I G� ,� -1 I I-(I III. � � .� REBAR MINIMUM GRADE 60. I•�IIIIIIII 111I I1111 IIIL,IIi- 111 1111� 11: 11-1�111 IIl� * -111-11I-111-1 '_ I I E__H - -III 1 - I1_-I1 111=1z O _ TOE HEL-- REBAR MINIMUM GRADE 60. 5 - b 12" - !1 TOE I HEEL I I I * CONCRETE MINIMUM fc 2500 psi I=I ASSUMED. 501E BEARING PRESSURE: 2,000 PSF * CONCRETE MINIMUM fc 2500 psi T 8' 18" * -111-1 , 0 4 z ** ANCHOR BOLT SPACING USE LESSER OF THIS OR SHEAR WALL GALLOUT. -11 - -III-III III I I l III i 11 ��,-I: ** _i . A55UMEDt501L BEARING PRESSURE: 2,000 PSF l I Ii 0- (may III-'- -IIIIIII I I-Tf III-I I Imi f f-III-III III III= ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL GALLOUT. c - 10 24" I I=!I I=i I f=17=!I 1-111=1 I -I I I-III H 1-III-f I I-11 I-III - I _NOT TO SCALE NOT TO SCALE 0tr CASE A CASE B CASE G -6--- RETAINING WALL - 4' MAX RETAINED - CENTERED REBAR l SIDING MATERIAL --. SIDING MATERIAL m— SIDING MATERIAL " " / w0 L002 R-21 INSULATION " R 21 INSULATION J 1/4 X 3 1/2 DRIVE II 7/16 05$ �_� , 1/16 05B 7/16 05$ RAWL 48" O.G. 1111 1 X 4 P.T.EXPANSION JNT. 1/2" SHEETROCK 1/2" SHEETROCK ° --�^ 2 X TREATED PLATE 2 X WALL 111 R 21 INSULATION V 1^' R-10 @: 2 X 6 WALL 3/4" SUBFLOOR ( 3/4" SUBFLOOR WHERE NEEDED) -o A B G D E F G Y `l X Y Z _ BASEMENT PERIMETER I II R-10 @: ABOVE GRADE AREAS �� 5C ,I I -CONDITIONED AREA SLAB I 1/2 SHEETROCK -i azo= -CONDITIONED AREA SLAB - -- -- --� ON GRADE kg LENGTH ON GRA4"SLAB F I FLOOR JOISTS FLOOR JOISTS '�. `'z° UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING o= az° HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING" SPACING REBAR @ REBAR REBAR TRANSV. CONT. °'° * a.', " . ' A RE IF A ONLY ' J 1 F ' v d - a oG�gy • a f'� l ` rail ,.. rm. WE- roar SOT.LBENDIniii: - REQIFA>4' ,_ —i - _ _ • �__� _ l i l=III— _i— I....L r3 0 ■■ 1=III-1 1 I —1 i i 1= 'r\\\� ,//,\� \ \ 4 R-10 FOAM\//\ z g o _ 1-I !-Ili- - \ \, \ �\ ' W/ 10 MIL VB\ \ et �a°°w I 4° R-10 FOAM R-10 FOAM -- - I 1 - {I-III=III,I II III I %�/. \/ \y\„ /�; =w°o� 0 - 4 CENTERED 18" b" b" SEE NOT b" #4 24" #4 24" N/A =11I=11 I—i11 11I- F — -_III I I R-10 FOAM, \\ \/\/�%l �� 1611% �/\I ��‹" yww� @ @ (2) # 4 Wl 10 MIL VB I@BASEMENT : 1 I I 11 I-I 1 _ 7 �- SHEARWALL REQUIRED PERIMETER ■1 --I, III-1 I I� I I-111-1 1F JOISTS PARAI FI .. JF JOIST5�GL6. I FI • d� 1 =1 I I=i A i 1 I_ W/10 MIL VB��//�/�/� //\// //< • ,#41:EE:AmRiN. 2) RDE 40 Imo— '��a� UNDER, MIN. ABOVE GI DE AREAS) II — II INSTALL"G" BLOCKING INSTALL"G"BLOCKING _ \ \ \ \ \ \ v \ o`�O � 1 [` �' I IIII ._ °" — 1 I I NDER, MIN. \''). /\\//�;./\`>\ \ \ \ 1-1 I 1—III1I I—I I = Q IN(2)BAYS. _ `d 1— IN (2)BAYS. -IIIIII 18"MIN--I `:. \��\��•_ .:'�\�/�\�/�\�/\\/C.:_ g3z�p 24"MIN. 1N III=III-III--I I r _ a1i- Al In I LI I -SCREWS OR NAILS =1 I I -I i-1 `' o p�=w°SCREWS OR NAILS _ _ <ao"z E t I I-I i I-III III- E I I I- BELOW GRADE ' �= a¢ wLL ®�� 1�11i111111� I III 11�11 z 3"O.G.THRU SUBFLOOR -' —I I I_A—�I 1 1—I I I 3"O.G.THRU SUBFLOOR d - =o I - ! �`�III I I -1� MP J GRAWLSPAGE 1 ,e"MIN. �- GRAWLSPAGE III-1I i—I I ' 0 I w THICKENED FOOTING ==,¢Q � I(1=�L=1 T1=1 I W 1 a 6 1 " = 1 ' z3-=a d 111-111=111-111--III z BELOW GRADE o I I I 1/45 SCALE: �6 X _ . -1 I I-III-1 I I-1 11=�1 a X �i I i= X I L I 111=1 I EDi 1 11-111-111-1 11-1 I I o IA I 4"TIGHTLINE_ II z 4 TIGHTLINE=1 I_ _ Z yogm I=III=1 1 I=III= EXT.iNALLS ONLY EXr.WALLS ONLY a CENTER — 1 X 4 P.T. EXPANSION JNT. O O 1 X 4 P.T. EXPANSION JNT. O O 5a � / /• I111-111 III) I I� IFI11 I- -CONDITIONED AREA SLAB III -MIN LAP SPLICE=24" z -ONDRADEED AREA SLAB IL ° GARAGE DOOR z"�z SCREENED 2"PVG .• ° 2 I 1 I-MIN LAP SPLICE=24 I R-10 @: I R-to I °w�< WEEP HOLES b'O.G. --III-1 1 h I I— ON GRADE w MIN LAP SPLICE 24" 7 1� BUCK OUT FOR GARAGE DOOR O soap __ J r� J .w 1-1 I II 111 II 111- - "z a Y Oa' rlGHruNEillI III11I - �. Y 1- IL 1-IlI III Qz Y 1i„II11 --i 11I-1;,11 0 4" GONG. SLABOVERb wood GENERAL NOTES: Z -I EE I I IL VAPOR BARRIER ON �� ° 111E1 I El I I- LAB OR FILL-SEE NOTE*1 •• : . • *' B•� NOTE #1 �°. B � _ - -111—IIE� LAB OR FILL-SEENOTE#1: BH II- i � GRANULAR FILL * COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. _111=III==III: iu.■.�■ _�I - I=III= i��■—M!S ' _� ��/� /�i. DINNER APPROVAL FILL OVER FOOTING IN GRAWLSPAGE • .. I I I— I � 1 --11 �_._rW I I-. --I I '" ,, \,, * ASSUMED 501E BEARING PRESSURE: USE 2,000 PSF WHEN NO SLAB IS NEEDED. a d' .`t' —"' R-10 FOAM R-10 FOAM -" f - / /_ ��/j a a i D �, , S �i•:•DRAIN ROGKI�_ �__ DRAIN ROCK'= 11111.111._ DRAIN ROGK�= \/\ - / / I W/ 10 MIL VB '�� W/10 MIL V8 \ 0 -\ \ � - � > \> _ __ _ / 40 INITIAL: _ •' / 4"PERF.I I I 4"PERF. 4"PERF.11I 1 1 I / s- * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 P5F MAX SNOW. RETAINED Hr.(A) FILL REQUIRED I I'—I! 3 • -I 11- UNDER;MIN O U".DERTMIN. _ - • 0:. - _ _ �. \� \� d a (2) GRADE / S T:i:c' 1-= _- (Exr.wALL9OtLr) b MILL VB _ _ --_III' I I = — -- : (EXT I%LL50NLY) > // d ✓/ #4 REBAR 2' PAGE: * REBAR MINIMUM GRADE 40. I=11I=1 11=1 I I. =1 11I-III I y-III- =III=I III-b MILL VS I I i=1I 1=11I=i i=1 I I_I I y=1 I I= 1 I I-,11-III-I i I 1 I- i I I-I 1 i-I 11-111- - y-111-1 i 1=1 11 �I I �I i / . \/ \/. / o -4 NONE 11 i-11 EI I I-1 :: I I=T1-111 G a 11=,Ha 1 I III=III=I 11=I I F 411E NO SLAB -i I I — — G I!=I 11-I ! ih I-I I IA I IE- _i 1 IF NO SLAB I-I I I- =1 - :G! I-, , Hill-4 _ - _ __ o\r` //w > ,.\,.\\,\\., \\/\\ * CONCRETE MINIMUM fc 2500 psi 1=W-111=111= I-III-III- =III-111- -111-I1 I-I I I-1 .III=I I1=111=1J.-1 I=1I ,I I III=III= _I I I=1I1=1I I=11 III-I I1=1 I1=111�1 1=1E I EI I I--I I,-111-I 11= I�11 (i I II-1 I EI I TYPICAL FOUNDATION WALL -111=III=III- TOE I I=11 EI I I"I 11-1 I I=1 HEEL I I=i 11=I I HI I E, -11 I I I I. I I I-I I LTOE 1. I I I-I I E I I-I 11-1 I HEEL -1 I HI I I I I= -111--'I L=1 I L-1 I ITOE I III,:.III I II-I I I-I 1 HEEL I I 11-1 11 111- ** ANCHOR BOLT SPACING USE LESSER OF THIS OR SHEAR WALL GALLOUT. A4 I=* ASSUMED SOIL BEARING PRESSURE: 2,000 P5F-1 1I I* ASSUMED SOIL BEARING PRESSURE: 2,000 PSF;I I J * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF;__ @GARAGE DOOR III-I I I=I I I"I 11=I 11=III-I I I=I I II ,I 1 I=11 1=11 I=I m---III'•IE I I I I I"T-T (=1 I I 'III=1 I I I I I�'-I I I='I I-L~' (I NOT TO SCALE I 'I I II i i1 Tl=ICI=��i I=II I II II I I'iI 11'=II I I ''III 1 I I �JGALE. 1 " = 1 ' DF: -I I I-I I I- _ NOT TO NOT TO SCALE'— DESIGNED BY: _FLOOR PLAN NOTES J. SYKORA, GPBD WO - VERTICAL GLULAM MOMENT FRAME ON BEAM BELOW ��'-O'I SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED cV r r IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA DRAFTED BY: n -VERTICAL GLULAM: USE 5.5 X 15 GLULAM ORIENTED VERTICALLY, BEARING DIRECTLY ON SUPPORT BEAM BELOW. 74P 75P 1 GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, iri CI HEIGHT: TOP OF SUPPORT BEAM TO WALL TOP PLATE. FLOOR DIAPHRAGM AND JOISTS OKAY TO FRAME AROUND 8VG. I _ _ _ _ _ _ _ _ _ _ REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE W I- `/ .� I BUILDING WIRING AND 5HALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE c -ALIGNMENT:8VG CREATES EDGE OF ROUGH OPENING. REMAINDER OF HALL SECTION MAY BE FILLED IN WITH STANDARD IEls DECK ABOVE I I I I r�-1 DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. SCALE w FRAMING. L_ L_ -I- _I L- -1 As _ _ _ _ I 1/4" = 1' U.N.O. -TOP CONNECTION:CONNECT TOP OF WSW TO DOUBLE TOP PLATE WITH 10, 1/4X 6 SD5 DOWN THROUGH TOP PLATE INTO 50B f 51 B I 2 SHELF AND HANGING ROD. f TOP OF 8VG. PREDRILL IF NECESSARY TO AVOID SPLITTING.OKAY TO COUNTERSINK SD5 SLIGHTLY FOR FLUSH CONCRETE PATIO FLOOR ABOVEHE p,:;-,_ INSTALLATION. J 'U -SHEATHING:SHEATHE ENTIRE ASSEMBLY AND REST OF WALL SIMILAR TO 2P1N Z K VA' 15.0" / 1 a'-9112' / 19-5 1/I - 7-0' 0_ • -BOTTOM CONNECTION: USE U-STRAP AND LTPS AS FOLLOWS. -TWO U-STRAPS OF CMST14 A5 FOLLOWS: 0'-3" 0'-3" 0'-3" 0'-3" 0'-3- -FIELD BEND TO FORM SHARP-CORNER"U"SHAPE. 10'-3" 3'-0" ii 3'-0" f 3'-0" 7'•9" I 6'-0" I 3'-0" 7'-9" 3'-0" �� 3'-0" 3'-0"�}-3'-0" 4 CABINET-OWNERf CONTRACTOR TO VERIFY 7 -EACH U-STRAP TO ALIGN WITH EDGE OF 8VG. r- - - -I, - 'TOP W29-3050- -W30-3050-I -YV31-3050 - - - - �I 'W32-3050 - - - - - - - W33 3050- -W34-3050-I -YV35-3050 I- - - 1 - L _.. _-. aim __ _ ..__..-__ __ -• L i-- -LENGTH OF EACH LEG OF U-STRAP=HEIGHT OF SUPPORT BEAM+24".TOTAL U-STRAP LENGTH=2'LEG HEIGHT+WIDTH OF - - 72P ' ® - `= !r EGRESS WINDOWS SHALL HAVE AN()TENABLE SECTION FOR EMERGENCY EGRESS 5.1CD SUPPORT BEAM. FOR EXAMPLE IF SUPPORT BEAM 15 5.5X12 GLULAM,EACH LEG OF U-STRAP= 12+24=36",AND TOTAL I - - 5 ® ® 96• I r I 72P ® ® ®I© - 0 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20"WIDE AND 24" O _ 6080 _ _ 21H 21H 21 H _ _ _® - - _ _ _ _ II - LENGTH OF U-STRAP=36'2+5.5=11.5". I - I I HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. u)ALSO USE LTPS,EACH SIDE, BEEEN U-STRAPS,CENTERED ON 8VG AND SUPPORT BEAM INTERSECTION. I Ima 6 WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH1- 2 ' ' f lOP� m I A5 A CLOCK TIMER WITH A ZONE RATING OF 1.5 OR LESS. W 9VG -VERTICAL GLULAM MOMENT FRAME ON BEAM BELOW 2 a • I 4 > 0 H I 1' F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8"T&G PLYWOOD. GENERAL:SAME A5 8VG WITH THE FOLLOWING EXCEPTION. o W LL / _ BEDROOM #1 I EXPOSED FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE )C'GYP.BD. NO FURNACE SHALL N n VERTICAL GLULAM: USE 5.5 X 12 GLULAM. iv 't I'1 4 221 50 FT / W-0• w I °? BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, g I v BATHROOM,OR CLOSET. PROVIDE AT LEAST 30"OF WORKING SPACE IN FRONT OF / g•O' I _I i 5 III FURNACE. 5 'a 9L 5 iiM - MULLION y •., ,_ - \ ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE ,7 S 1T-01 9 f ; INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES x z I , I I Q RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, ' GENERAL:THESE ARE SPECIFIED MAINLY TO RESIST OUT-OF-PLANE WIND LOADS BUT MAY ALSO BE USED TO RESIST IN- v "aver 14.-11• I U PLANE LATERAL LOADS IF 50 INDICATED IN CALCULATIONS. O gam, END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE FAMILY w STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN MULLION: U5E MIN.,2,2X6,CONTINUOUS BOTTOM PLATE TO TOP PLATE. / s L I_/ 10P _ - ll - Ti 323 5Q FT BEDROOM #3 /tz, EARTHQUAKE. HEADER CONNECTION:HEADER(5)MAY BE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUG,HUG,HUGO �� m �� eT I �; - -- - - - - - - -- ,_ 231 5Q FT ., rt PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLDSHUTOFF I OR SIMILAR. - \-Th-It I s oavE. ___ _a. CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL y � I tali (..0- jTOP O © q COMBINED HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF Q" 955 SLAB m 1 21H PCl- i THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR EMI / 3068 F` - • EACH 90-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF GA • . / a o I. I I_ - - - SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. �" W , E RECOMMENDED DE:USE STRUCTURAL FILL OR NATIVE MATERIAL,COMPACTED TO 95%RELATIVE COMPACTION.IT 15 STRONGLY -r CO 5 3068 4`1 -'- - '4 S OF , �y _ i• RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BY A GEOTECHNICAL CONSULTANT. I 3'-01l1 - MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE 'h - �r : 2. UNDERSLAB INSULATION:MAY USE XPS OR EPS RIGID FOAM WITH MIN.,25 PSI COMPRESSIVE STRENGTH UNDER SLAB.IF q_ I- - 171 P L_ - _ BATH #2 Y e 10PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 r USED,PROVIDE AND INSTALL PER INSULATION MANUFACTURER'S RECOMMENDATIONS. ry L��a'iLti I 3068� b9 5Q FT "61 G.F M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPENABLE WINDOW -' Z - - I ♦ '/ F OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE 154INCHES. DRYER,KITCHEN, t.A1>3 ?_ SLAB THICKNESS:USE 4"MIN. LANDSCAPENW L L J 25H a _-- Il o _ 1 0 AND BATH FANS TO BE SEPERATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK U REINFORCEMENT:USE ANY OF THE FOLLOWING: 14 p / 3 4 RO - - r _ ry , PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE k �yQ"' ----- ° q HALL N LANDING _ E m CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX �-t a {-- - -LiNEN, 1r--�i T- l MIN.,#3 REBAR AT 24"OC,EACH WAY, CENTERED IN SLAB. O w �] 41 B 4 I 1 u s ew. HALL 19 5Q FT e 19 5Q FT A i - • T CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH iu�ws aaW�. f WELDED WIRE FABRIC,MIN.,W2.9,b"Xb"(b GA.),CENTERED IN SLAB.SPLICES OVERLAP 8"MIN. CO- 9 49 5Q FT N r I ele T- 4- • 1 BEDROOM #2 ® OMESTIC DRYER EXHAUST. FIBERME5H PER MANUFACTURER'S RECOMMENDATION. m Jrk 4_„ b'4° Y 6'-r Y a'-s tr7 / ♦ Et u I fiEL 15 SElIti HELIX MICRO REBAR, MIN.,5 LBS. PER CUBIC YARD. 113 SQ FT 1 NI NIETBAR I KITCHENETTE I---q r-��68-, rI ♦ ♦I d 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. 15 E6n. 5n L..ra Its _ _Ii CONTROL JOINTS: MAXIMUM RECOMMENDED SPACING=8'OG,EACH WAY.THIS 15 A NON-STRUCTURAL ITEM AND MAY BE 1 / 64• / 5-0' t FRAME OUT ACESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" L Ly / Ice 3'-71/7• 11 ./T£M,S N L . - s"a vEr. PLYWOOD. ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER- CHANGED OR OMITTED BY OWNER OR ARCHITECTURAL DESIGNER. ♦ c 'gig n 1 m NALL LEDGE i 266b ._ ♦ 3068 r 'gig Fr n tv ueT O o STRIPPED OR SEALED TIGHT. VAPOR BARRIER:SUGGEST A MIN.,6 MIL.,PLASTIC VAPOR BARRIER UNDER INTERIOR SLABS.THIS 15 A NON-STRUCTURAL 2tH - -I- - 2}RDH _ _ _ n __-. '-- .._J1.`� RO _ II"' J1•T '1:-rc::-Li4-u1111LVtU II4FLII1'TII ' -L_ V ITEM AND MAY BE CHANGED OR OMITTED BY OWNER OR ARCHITECTURAL DESIGNER. \ - - - - - - I - - ° " GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36'ABOVE STAIR NOSING. C / a'-s• a•-t• 2 = A _ - - _ _ lOP 1 1 2 INTERMEDIATE RAIL SPACING SHALL NOT I I CLOSET n _ r 7 1- 3463 �I ALLOW A 4"DIAMETER SPHERE TO PASS THROUGH PER I.R.G.SECTION 312.2. 45 SQ FT _� UTILITY / STORAGE - I I _ - ,�H - I 342 SQ FT J PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR HEADER GALLOUT lOp UP I4It lU_w TRIM PACKAGE CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO HEADER SCHEDULE BAH. I I n m I �_ 13 MANUFACTURERS SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTABLE I I HEIGHT FROM FLOOR TO BOTTOM OF HEADER. RO=ROUGH /I 6-a 1/7 I I- I 7� r SURROUND&HEARTH MATERIAL. OPENING OF DOOR OR ADJACENT DOOR BATH 1-. 1 IiII(J 10 SQ FT I A I GARAGE FLOOR SUFACES SHALL BE MIN.4"CONCRETE SLOPE CONCRETE FLOOR MIN CALLOUT MIN, USE ALT 1 MIN. USE ALT 2 MIN., USE TRIMMER, EACH END(IF BLANK KING STUD, EACH END (IF = .. /I- 6141/7 . I - ,, I for I ' 11-6" 14 ve°PER IT TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. ga USE DEFAULT ABOVE.) BLANK USE DEFAULT ABOVE.) A I SHOWER w e o 58 SO FT '~ e o I / I 11'-5 1Q' 20H 2X6,"L" GONFIG 4X6 I b'-3" �, V I - I 15 TEMPERED GLASS 21H 2X10, "L"GONFIG 2-2X8 4X8 �_� ♦ 2866 F' i1 I i W 22H 2,2X10 4X10 bX8 J°' ' ��I ♦ - a41rr �� °• � 5-01/2• // T-101Q• - -/ 23H 2,2X10 4X10 6X8 2r _ - z TOILET col 16 20 MIN.FIRE RATED DOOR. 24H 5.5X12 GLULAM 3 0 0 415a� • 10 A Q llJ � 4 - - - J o-1Dlrr � v. ly O GENERAL NOTES z r- 25H 4X72 3.5X9 GLULAM 2 Inw�n^�II��'r���e� 4� `1�0 I 'II'!I'l,�l''IIII'IJlIh'II1�:. �1 � Q Cl • - I 3-0' 61 N DEFAULT HEADER MATERIAL 15 DOUG FIR NO.2 OR BETTER ♦ - 1 • �' -r t ° - \ ♦ 1.ALL DIMEN510N5 ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 1-- nit cO 2X HEADERS MUST BE IN TALL ORIENTATION WITH FIAT 2X NAILED AT BOTTOM IN"L"CONFIGURATION \ \ I_ - 1 - I- -1 - y �/ DEFAULT TRIMMER,USE 1,2X STUD OR SIMPSON LUG HANGER, EACH END. 1 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. L l 0- • DEFAULT KING STUD,OPENING 6-FEET HIDE AND LESS USE 1, FULL HEIGHT STUD EACH END(PLATE TO /. 25-0' PLATE.) / b'-1 1/2" / 15'-6" / 10'-10 1/2" / 2'-6"1-/• 3.VERIFY HEADER HEIGHTS WITH SUPER. ...--`L K L11 DEFAULT KING STUD,OPENING HIDER THAN 6-FEET,USE 2,FULL HEIGHT STUDS EACH END(PLATE TO PLATE.) / 3C,'_6" / 4.ALL EXTERIOR HALLS ARE 2 x 6- 16"O.G.STUDS, UNLESS NOTED OTHERWISE. 0 eltn 5.ALL INTERIOR WALLS ARE 2 x 4- lb"O.G.STUDS, UNLE55 NOTED OTHERWISE. ~ LL1 14 0 BASEMENT b.PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER L�..L 1 BASEMENT FLOOR PLAN DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR O Z ct O Z SCALE: 1/4" = 1' • _ LOCATIONS. HI FRAMING NOTESI Cl POST SCHEDULE ENERGY CREDITS `Y • 1.REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. O (h SMALL DWELLING UNIT-1.5T0TAL CREDITS NEEDED. CREDIT VALUE 2.COORDINATE W/MECH.&ELEG.FOR LOCATIONS&SIZES OF FOUNDATION/SLAB/JOISTS CALLOUTIMIN., USE ALT 1 MIN., ALT2 MIN., CONNECTOR(IF NOTES ENERGY CREDIT 1a BLOCKOUTS. EFFICIENT BUILDING ENVELOPE • XXP USE USE BLANK USE DEFAULT, WINDOWS:U 0.28 0,5 3.FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE 15 FOR SCHEMATIC ABOVE) -FLOOR:=R-38 INSULATION • t. • DESIGN ONLY.MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TOZ -SLAB ON GRADE-R-10 ENTIRE SLAB THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND o-a 10P 2-2X4 4X4 -a - - 71 P 3-2X4 2-2X6 4X6 AIR LEAKAGE CONTROL O.5 FAMILY IN -I _° 0 O INSTALLATION. w AIR &EFFICIENT VENTILATION m V oI_0 -AIR LEAKAGE:3.0 AIR CHANGES PER HOUR m 126 5Q FT 4.ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. "m o 12P 3 2X6 6X6 4-2X4 I-WHOLE HOUSE FAN PER SECTION M150T.3 'arr.., , zwz- 13P 5.5X5.5 GLULAM ENERGY CREDIT 3b 5.FLOOR SHEATHING TO BE 3/4"COX OR O5B STURDI-FLOOR T&G,GLUE AND NAIL W/RING SHANK �wcg COL AIR-SOURCE HEAT PUMP WITH MINIMUM HSPF OF 1 .0 bd's Q 6"EDGES&12"IN THEFIELD.FACE GRAIN PERPENDICULAR TO SUPPORTS.ROOF k=o L SHEATHING TO BE 1/1 b"O55 OR EQUAL. 3 o 9.0 •1 z.°v.LLo 14P bXb PT \ • O 6' 1 m L- • b.PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND 3z¢ogw 75P 8X8 PT ENERGY CREDIT Sc - „wren BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOORHOLDOWN LOCATIONS. O xEowy EFFICIENT WATER HEATING W J�6 z DEFAULT HOOD MATERIAL 15 DOUG FIR#2 OR BETTER. DEFAULT STEEL-SEE STANDARD STRUCTRUAL -GAS,PROPANE,OR OIL HATER HEATER WITH A 1 ••C�/ 1.PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE ,t=,?<w o SPECS PAGE. MINIMUM EF OF OM. _� _ THERE I5 A LOAD BEARING WALL ABOVE. L!wl l DEFAULT BOTTOM CONNECTION ON PLATE:(2)FC OR(2)A34 WITH SCREWS,OR(4) 16d FACE NAILS. '- anvo? DEFAULT BOTTOM CONNECTION ON BEAM:(2)FC OR(2)A34 WITH SCREWS,OR PCZ. 3.5 .. 8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL. I- .w TOTAL: DEFAULT BOTTOM CONNECTION ON CONCRETE: PB,OR AB,OR ABU, OR ASH,OR CBS°. - Z oo1`l o ALTERNATE BOTTOM CONNECTION ON CONCRETE:#5 REBAR OR 518"ALL THREAD,EPDXY b"INTO POST • . 9.INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS WELL 45.n.. BUTT,AND 6"MIN EMBED INTO CONCRETE. CONCRETE EMBED MAY BE WET SET OR EPDXY. `? A5 FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. W ro?Nr2 iv wwI- powrw_ °'so?' PLAN AREAS LU =1-__ 0wa< In o=� MAIN FLOOR 2,044 SQ.FT. = w= . tw L J • BASEMENT 1 ,503 SQ.FT. In • \ L \ \ TOTAL LIVING AREA: 3,541 SQ.FT. OWNER APPROVAL INITIAL: GARAGE 715 SQ.FT_ PAGE: / 21'-D" -- / DECK 161 SQ.FT. ASUTILITY / STORAGE 341 SQ.FT. OF: DESIGNED BY: POST SCHEDULE GENERAL NOTES J. SYKORA, CPBD 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. DRAFTED BY: N CALLOUTMIN., USE ALT 1 MIN., ALT2 MIN., CONNECTOR (IF NOTES 57,_o,1 ` 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.D. nei •XXP USE USE BLANK U5E DEFAULT, • 5-6• _ - 2a-Cr __ 2.- _ t5-6-_ 3.VERIFY HEADER HEIGHTS l^IITH SUPER. SCALE11 r a r--75P , 496 s r 75P , ABOVE) I 74P I Al_ 506 I 1 Al I I 10P 2- 2X4 4X4 / I _ I _ - I _ !! g �_ _ lEr _ I I _ - _ I / 4.ALL EXTERIOR WALLS ARE 2 x b-lb"O.G.STUDS,UNLESS NOTED OTHERWISE. 1/4" = 1' U.N.O. I 3 I DECK BEAM I 3 I FLOOR BEAM L 3 I S (- I D r''• 1 P 3- 2X4 2- 2X6 4X6 I �A7 J 475 5.ALL INTERIOR WALLS ARE 2 x 4- 16"D.G.STUDS, UNLESS NOTED OTHERWISE. rE I- AlA7 L Al - Al I I 1- _ I! - I ! - _IL 1 I b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER 1-25-21 12P 3- 2X6 6X6 4- 2X4 4 I I - 11I �I- i _� i a 73P 5.5X5.5 GLULAM 506 I 62J I51B o 0 486 , I FLooIxBEAM 6 L A7 - I DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR 110 2 X 10 TREATED DECK JOISTS 16" O.C. 4 I HAiN4PAKELONUNDERSIDEOFFLOORDIAPHRAGM I I LOCATIONS. COL m s T Z S COMPOSITE DECKING 8 ly" 14P bXb PT A7 1 A7 ' 3 11ARD1 PANEL ON UNDERSIDE OF PLOORDIAPHRAGM 476I FRAMING NOTES 11 7/8" BC! JOISTS @ 1 b" O.G. I ; 15F SXS PT 5 - 70P 1 _ _ _ Al _ _ _8 3 0 1. REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. 1 L 14"SUBFLOOR I Al - - h Al7 IL IL J J L JJrJL L J J L r - _ Tei , _ .- .- - __ _-_-_ _ __ - _ f_ - - _ _ - _ - -. _ -I I- -I 2.COORDINATE W!MECH.&ELEC.FOR LOCATIONS&SIZES OF FOUNDATION/SLAB/JOISTS I_._ 7 ril -- I _I I - !_ _ I w DEFAULT WOOD MATERIAL 15 DOUG FIR#2 OR BETTER. DEFAULT STEEL - SEE STANDARD STRUGTRUAL �E,. t -_ I I __ • 9 • I 9-. __ - I _ - _ - - 9 I °LOCKOUTS. SPECS PAGE. ESSED SHOWER PAN 12P _AZ Al 72Pm I > Q 1 1 : .. n 1° I 3.FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE 15 FOR SCHEMATIC DEFAULT BOTTOM CONNECTION ON PLATE: (2) FG OR (2)A34 WITH SCREWS, OR (4) 1bd FACE NAILS. Ai I \ - ` III I DESIGN ONLY.MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO 70P 1 axto®t6•o.c. 8 THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND DEFAULT BOTTOM CONNECTION ON BEAM: (2) FG OR (2)A34 WITH SCREWS, OR PGZ. \�\y�, I I Al DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABW, OR CBSQ. r I III I o INSTALLATION. ALTERNATE BOTTOM CONNECTION ON CONCRETE: #5 REBAR OR 5/8"ALL THREAD, EPDXY b" INTO POST 46B FLOORBEAM 11 a 44B I I 4.ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED BY MANUF. J BUTT, AND b" MIN EMBED INTO CONCRETE. CONCRETE EMBED MAY BE WET SET OR EPDXY. n I t II m I11 I 5.FLOOR SHEATHING TO BE 3/4"CDX OR 05B STURDI-FLOOR T&G,GLUE AND NAIL W/RING SHANK ry I, g.� • ; III 16•-S• `I 2A• Sd'S @ b"EDGES&12'IN THEFIELD.FACE GRAIN PERPENDICULAR TO SUPPORTS.ROOF a ti Ir R I L - SHEATHING TO BE 7116"OSB OR EQUAL. BEAMS III 466 E IIIII 61 J 6.PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND £ BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOEDOWN LOCATIONS. 11 7/8" BC! JOISTS 16"O.G. I DEFAULT SAWN MATERIAL IS DOUG FIR NO 2 OR BETTER. I II - I I I I 143E I' 7.PROVIDE BLOCKING BETWEEN I-JOISTSA AT INTERIOR BEARING LOCATIONS WHERE s 70P in 3/4•SUBFLOOR o DEFAULT GLULAM, LVL, PSL MATERIALS -SEE STANDARD STRUCTURAL SPECS HEREIN. DEFAULT L5L 15 r - -FLOOR BEAM- THERE IS A LORD BEARING WALL ABOVE. 1.5E,2,300 P51, MIN FB. Lri _ z-0 I I I 1 ' -P I I .p/ • GA • . �- - ,�� 8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL. y 'A' f 7 • $ DEFAULT WALL CONNECTION. 3" BEARING IN POCKET OR ON PLATE WITH MIN.,2 5TUD5 BELOW. o 1110? I IBEARING P4AU. I Al �I P ld I - to 1i trr - , Iykr:/ r,- I I iiI I I II 9.INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE CONNECTIONS AS HELL �Z e I DEFAULT END POST CONNECTION: WE, ACE, EPGZ, EGGQ, OR SIMILAR. �I I I I I - -- I I A5 FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. -,. DEFAULT CORNER POST CONNECTION WITH MITERED BEAMS OVER: LGE4, LCE4Z, OR RTC44. ' ! L 11 DEFAULT MID-POST CONNECTION: LPCZ, PCZ, COQ, OR SIMILAR. 1 '. BEARING WALL SEARING WALL y., _1 BEARING WALL 11 P 406 71 P - , I • S "•PIA1. DEFAULT BEAM TO BEAM CONNECTION: HANGER: HU, HUG, HUGQ OR SIMILAR. BEAR ON TOP,2, HGA10. 1 FLOOR BEAM --- - - - Al it I 71Pi IT - I _- i I ' prrlglJW CALLOUT MIN., USE ALT 1 MIN., USE ALT 2 MIN., USE CONNECTOR(IF BLANK USE DEFAULT,ABOVE)NOTES 1 d- 1� to-r I tv� I 13-r en +A6fi6R15 sg44 30B-32B 5.5X12 GLULAM 3.5X13.5 GLULAM I I I■ I� I�I■L■I I� 33B 5.5X21 GLULAM III I 11 7/8 BGI J01�5T 16 O.G.UBFLOOR416 BEARING WALL I, ! 1 I ! = IS �/t �I'4alc'C L r :_- A7I III m I I I _ _ _ I I L I 7cC£MS G tLY. 34B 4X8 6X6 5.5X6 GLULAM I 446 '" I l - i i I I BEARING WALL 40B 3.5X10.5 GLULAM 111 T-31/7 I 14'-6• II 1- •- 1i _ III L� l - - 416 3, 1.7X11.8 LVL 5.2X11.8 PSL -- (I I II :6 1 I I I tao I 1'4117 sT 42B 2, 1.7X11.8 LVL 3.5X11.8 P5L 1 Hi 4 III I I im 43B 2, 2X8 4X8 L / d' i`�i'i= 414SSrQ,,I�`..?7 "' "��`° ri .�. t BEARING WALL 445 2, 1-7X11.8 LVL 3.5X11.8 P5L - . _ ' R _ _ _ 70P A7 I I s 45B 1.7X11.8 LVL • 6'-11/2• • I 1 1 r , • I -FLOOR BEAM th 7 46B 1.7X11.8 LVL -,a� sa• I I ' • a - 478 5.5X12 PT GLULAM I II . 70P --- - a II UP 42B 1r III,.:,. 48B 5.5X12 PT GLULAM I I� 458 EI FLOOR BEAM 52B 7. "-J , I _ :I _ _ _ 49B 5.5X15 PT GLULAM I ROOF SUPPORT I I I I 1 I I , SOB 5.5X12 PT GLULAM o • I II " ii 1,3 - _ 111 7/S" BGI JOISTS @ 16" O.G. a _ 7oP 1. `1 m u ° O V 515 5.5X12 PT GLULAM „ 52B 6X12 5.5X9 GLULAM • 3�a suBFLooR I I - m- 11 7/8" BGI JOISTS @ 1 b"O.G. Z I .I c --;=_ ;1 •suBFLOOR Q I.L.I I I 1-- 11- Ll N in CV JOISTS AND RAFTERS SCHEDULEI . I Z " 433 � - - - 4 IE ii \.1 GALLOUTMIN., USE ALT 1 MIN., USE ALT2 MIN., USE CONNECTOR (IF BLANK NOTES �•:.. i y_ ,� ti,� ,y J , e,,,:y�lilly� 11Iis� . ei USE DEFAULT, ABOVE) / - - - - -- _ - A7 -- • - .•L---- II 1 W 0 L J ♦ v..... uuuuiw • --lu uiiuixn 'ae �� -�• 60J 11.8 BGI 6000, _ �. 1.8 (g116" WANS < II, IL--� .. ' i __^� V O b1 J 11.8 Mel 60, 2.0 15-6' 1a•101/7 -.2-6• J - CE -I 62J 2X8 PT @ 16" 11 I 1.1 O t Q DEFAULT RAFTER OR DECK JOIST TO BEAM CONNECTION I CZ Z Z I _ I Ill 15 GON'T OR SKIP BLOCKING AND H2.5, OR H1,OR A34 J WITH SCREWS. PLAN 0 01 01 • DEFAULT SAWN MATERIAL IS DOUG FIR NO 2 OR BETTER. FLOOR FRAMING y _2_ alWN DEFAULT SA FACE MOUNT HANGER 15 U,LU, LUS, OR IF SLOPED RAFTER USE LRUZ. - . DEFAULT DECK JOIST HANGER 15 U OR LU (NOT LUS) SCALE: 1/4" = 1' b • WITH GALY SCREWS(NO NAILS.) .. • DEFAULT SAWN TOP FLANGE HANGER 15 JBA, LB, BA, OR B(HELPED APP, USE LB, BA, OR B) 12FD - FLOOR DIAPHRAGM Z ^OMJ CLYHj ANY NATIONAL I-JOIST BRAND, EQUAL OR STRONGER $iu SHEATHING:WITH JOISTS AT 24"OR 19.2"OC,USE MIN.,24 OC RATED, APA STURD-I-FLOOR;EITHER 3/4"SPECIES GROUP 1,OR MAY BE SUBSTITUTED UDFU 718"SPECIES GROUP 4. MAY BE OSB OR PLYWOOD.GOOD FOR 130 PSF,TL aQ L/360 DEFL. • a Hio DEFAULT I-JOIST FACE MOUNT HANGER 15 IU5 OR MIU SHEATHING:WITH JOISTS AT 16"OC, USE MIN., 16 OC,RATED, APA STURD-I-FLOOR,MIN., 19/32"THICK MAY BE 056 OR ?w?a DEFAULT I-JOIST TOP FLANGE HANGER IS ITS, HIT,OR MIT ^F <_.-_ a ,-U rcwa D.GOOD FOR245 PSF TL Q L/360 DEFL. - N�oQw SHEATHING LAYOUT:CASE 1 PER IBC 2306.2.1(1) g€ 2/n"O ORIENT SHEETS CONTINUOUS OVER TWO OR MORE SPANS,WITH THE LONG DIMENSION ACROSS SUPPORTS. Z �i�' �aow NAILING: GLUE,AND CONNECT WITH SD RING SHANK NAILS OR#9 SCREWS,AT b"EDGES, 12"FIELD. i �o -• yj2 ZYZjd BLOCKING:NOT REQUIRED EXCEPT AT SUPPORTS(BEAMS)AND CONNECTIONS TO SHEAR HALLS BELOW. w' EH6 L--I �o<$o Huwa 1300 - DECK DIAPHRAGM 1011 � p IY QLLUO? a-2-0• ■■�,F-/� <Kzfp DECKING:USE HOOD OR COMPOSITE DECKING PER ARCH., MIN.ACTUAL DIMS:3/4"X 3.5". j-A: :w CCI- DECKING ATTACHMENT:USE DECKING SCREWS,LENGTH TO ENSURE 2"MIN., EMBEDMENT INTO FRAMING BELOW. -__.. USE 2 SCREWS PER DECK BOARD PER FRAMING MEMBER.AT DECKING SPLICES,CENTER SPLICE OVER FRAMING MEMBER • oa"u o 0 AND USE 2 SCREWS PER SPLICED END. _ o�wu� - O �o`g�BLOCKING: NOT REQUIRED EXGEPT AT SUPPORT BEAMS. gQNw • awoo (AL - LEDGER - DECK JOISTS TO RIM Qso . r. = zWwIw LEDGER:USE MIN.,2X,PT LEDGER AT LEAST A5 TALL A5 JOISTS. F<a LEDGER CONNEGION:CONNECT TO RIM WITH 2,5D5 OR LEDGERLOK AT MAX., 16"OC AND WITHIN 3"OF ENDS AND SPLICES. 5D5 OR LEDGERLOK TO BE OF LENGTH NECESSARY FOR FULL PENETRATION IN RIM. JOIST CONNECTION:CONNECT JOIST TO LEDGER WITH U OR LU HANGER(NOT LUS),ALL HOLES FILLED WITH GALV SCREWS, OWNER APPROVAL SIMPSON 509 OR SIMILAR. L __ INITIAL: L , , / PAGE: A6 • 21'-0" • OF: DESIGNED BY: Floor Joist Blocking per IRG 502.7 2° Funnel Flange J. SYKORA, GPSD (Seismic Design Categories D1 & D2) �����-- Thr___________ DRAFTED BY: ry BC Joist Ilmll t SIDING REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. ry 1 - / a Blocking I TYVEK HOUSE WRAPa Supports 1%"to 11/2" C 5r.�.LF 03 0 / COORDINATE W/ MECH. & ELEC. FOR LOCATIONS & SIZES OF thick flanges T/1605BSHEATHING 1/4" = 1 ' U.N.O. ITS ® FOUNDATION/SLAB/JOISTS BLOCKOUTS. o FLASHING DATEbi �_ , i�-y1 + I 1 / DECKING FLOOR JOIST OR ROOF TRU55/RAFTER LAYOUT SHOWN HERE 15 FOR W = — I I ras zrs zrs srs s.� 1-25-21 a PatentsJ.S. ' o� ✓ A n 2x12PT. JOISTIo.c. SCHEMATIC DESIGN ONLY. MANUFACTURER SHALLPROVIDE AND a• 'TI :i SIMPSONZMAXLU?10 SUBMIT ENGINEEREGN TO THE BUILDIDTMENT FOR5.523,32t ! I ' l I ` I FASTEN 2X PT LEDGER WITHl 0 andNi _—_—_—_—_�_ _ S ROWSOF"0.C. I2"5D5 . <6.250.$2r' I SCREWS@9"O.G.Intermedia ` ,Bearingill ��, XBLOCKING (4)LOCSIMPSON DTT1Z ASIONSEVE REQUIRED ALL TRUSS TO TRUSS & TRUSS TO BEAM CONNECTORS TO BE 2 CD II �, , G FOR DEPTH _ (4)LOCATIONS EVENLY DISTRIBUTED (WALL OR BEAM) Nailing per local ,�'�`+ ' 6 INSTALL(1)WITHIN 24"OF EACH END DESIGNED BY MANUF. code provisions 4-�./1� I 2 X 12 TREATED DECK LEDGER i / Typical ITS IL Installed on LVL FLOOR SHEATHING TO BE 3/4" CDX OR 055 STURDI-FLOOR T&G, GLUE Q U) AND NAIL W/ RING SHANK Sd's @ 6" EDGES & 12" IN THEFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 1/16" 1 CONTINUOUS BLOCKING 4 TOP FLANGE HANGER 1 DECK LEDGER 05B OR EQUAL AS AS AS x --I :::: PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN LOCATIONS. E • PROVIDE BLOCKING BETWEEN I-J015T5 Al INTERIOR BEARING ;.r — I ,/�� LOCATIONS WHERE THERE 15 A LOAD BEARING WALL ABOVE. 2 IS a rjrillIr r---- 0 I 0 ° ALL CONNECTIONS TO BE SIMPSON OR EQUAL. x � ON � a r 0 l 1 ° S; r� ('0 INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE W de CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM 4 )0 ! N 2+/z" ° AC CONNECTIONS. t \1� EXPOSED WOOD - ALL WOOD EXPOSED TO WEATHER MUST BE % " ., � lateral � _�W PRESSURETREATED OROF NATURAL RESISTANCE TO DECAYAND BE ¼d1 \ , LABELED ACCORDINGLY. IRC R311.1 & R317.2 v*tom` = :1 FASTENERS FASTENERS FOR PRESERVATIVE TREATED WOOD AND '� Nail Boise Rimboard J Left FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED to $GI®joist with Sd \ Rig a_ _.° GALVANIZED OR STAINLESS STEEL OR EQUIVALENT. nail into each flange. �'�/ \��; Typical ACE MASHER PLATES - 3" X 3" X 1/4" SQUARE HOT DIPPED GALVANIZED Installation¢ WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. IRG R602.11 !i4ap GUARDRAILS - GUARDRAILS SHALL BE A MINIMUM OF 56" IN HEIGHT 8 RIM BOARD 5 JOIST HANGER — LU OR U 2 AC POST GAIN WHERE THE ADJACENT SURFACE OR GRADE 15 30" OR MORE BELOW. AS AS AS RAILING OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE. IRC R312.1 . PRE- ENGINEERED FLOOR AND ROOF TRUSSES - SHOP DRAWINGS LU a AND ENGINEERING MUST BE PROVIDED TO INSPECTOR AT TIME OF Z >_ 23/32" MIN. PLYWOOD/OSB Funnel OR RIMBOARD CLOSURE. Range`" FRAMING INSPECTION. Q 7 _ 11i_Ari,_ Locator CA z � �. II� ° A- Tab I— III Ici NAIL WITH Sd NAILS II, BGI®JOIST BLOCKING m W INTO EACH FLANGE. RECAJIRED FOR CANTILEVER, o /o � 0 �(71J1 4 ..0, o o � II v 0ln Q I— __I I_ V LLlv � o e / y H � w 0 v i 14 j ) % . • . . —) 141 O t3 ill 0 it i� _ r O fN R. Ci CANTILEVERED JOISTS 6 I —JOIST HANGER 3 ABU POST BASE Qo� =oo= ASAS AS �Ozo_0 On z ia=i gwa8 oCzoaw y ya� r3ry O U�r m �XUUW •< _A yiovia M� FF w= Obi z n.' Z36Z� MIaoaNWz CZ <src!0 m o�w F m3a O MI; wwarLL oJaW; °OjNQ dNm 262Z UWy4 Fm Q < SODH rcz .n rag wow o xzo _.z OWNER APPROVAL INITIAL: PAGE: Al OF: ONED J. 5YvK.51D RA, BD RA, GF p 2 A. 1 A 12 A 12 A 12 SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATEDDi IN Y OLED IN O DRAFTED SY: ry , / 5g1_0I` ,_. - / 1 GIVING EVER ACCESSBEDR TO OM EACAHD H ATA SEPARATEPOINT SLEEPINGCENTRAL AREAYLOCATIN HEW CONSTRUCTION.THECORRIDOR RAREA ri REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE 2 fa / I�C7 0, -.-- f�, a,. BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE DETECTOR AND GO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. SCALE Di ♦ b- 20.-0- r20'-0" 13-6- 1!4" = 1' U.N.O. 2 SHELF AND HANGING ROD. 0 0'3" 1'7112" 4'-3" 0'_3" 1'-7 112" PATE I - • a�G E n�GLB W16-4030 YV74 4034 W12 4O30 W10 4034 ,^+aVG VERTICAL GLa 3 BUILT€N SHELVES. 1 �5 77M 77M 77M BEE nE k-A,L na ¢' V C7 W 15-4016 W 13-407b 1N11-4016 N0q-4076 \ ---' OR ��•}} // IN I N D DIN I MID m 15 MID �H 15 Hip m I ! HIP �" I ! 72P •[' 3'-6" 3'-6" 3'-6"-�`1'-6" ays VERTICAL M 8 O 4 CABINET-GINNER ER I CONTRACTOR TO VERIFY. < Z -7 V C7 izii 96" O q6" SEE DETAIL D$ j o YV08 3b7b 77M W47 3676 77M YVO6 3676 ry O P E N I N G PPE e®tfl u �R 135 UPPER ® UPPERDEIZil I� f/ ry \ EGRESS WINDOWS SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRESS 5.7a 0 / a E 20H 15 . 5 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20 WIPE AND 24" COVERED DECK $ I Firs a�sv£RncabGLe HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. % 161 5Q FT o ell Mlv ry SEE DETAIL Da m m o ���.JJJ E UPER n [Y1 YNHOLE i OUSE FANS SHALL HAVEAMANUAL CONTROLAND AUTOMATIC CONTROL,SUCH U STRAP I 4'8 112" fc'l AS A CLOCK TIMER WITH A ZONE RATING OF 1-5 OR LESS. 6'-4"• 2'-6" 2'-1 112' 2-5- 'I ft 5'-0" 2 8 / ,� K DINING !77® � r o LT P 5 EA SIDE I m PAU.ON 1 S"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 118"T&G PLYWOOD. CI) 10 YV24 2656 W l q-285b W 18 6056 W 17 2S5b a 170 SQ FT b m a EXPOSED FACE AND SIDES TO HAVE 1 LAYER 518 TYPE X' GYP.SD. NO FURNACE SHALL \ z`a b J BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, T 2�I T- _ NOW \ CEILING SEAM 15 m - BATHROOM.OR CLOSET. PROVIDE AT LEAST 30`OP WORKING SPACE IN FRONT OF � - 1 m m \ I a I I C.; (N SHOWER Ell _ B 77M Ed 77M 5 - I 77M �, 's' FURNACE. tn ' IN `dn _ -----._4 � • i3-a- 71 P I --- ---- 71 P - ;� -- .. - ---. ALL BUILDING YVATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE Al2 UNCAP �n �_ • - ...m p 2 INSTALLED,SHALL BE 1'ROV€DEE7 WITH DEVICES TO ABSORB HIGH PRESSURES , x ��1J2" o [t� 1A1 RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, f�} \ 15 END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DONN. TANKS SHALL BE .: k., ; I n I •I , M Imo` _ GREAT ROOM STRAPPED WITHIN UPPER 1C3 AND LOYNER 1l3TO PREVENT OVERTURNING IN AN I I \ EARTHQUAKE. E 1 I a 515 Q FT ! RA.ISED BAR CUBBIES UNDER _ i I z +, _ _ twFIwIL y PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLDSHUTOFF n ` cti 0 1 MASTER F E L ,L y, .fl CONTROL VALVES&WASTE AT 1NASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL E I I BEDROOM o� i r COMBINED HORIZONTAL AND VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF I I MASTER BATH 210 5Q FT - \ I ® 8 °�"' fa 9 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE SEND AND 5 FEET FOR I I '- 106 5Q FT t j � EACH 40 DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF 1 4\ L-1 I - �� -� SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. CEILING BEAM . I bE � �n a o• t.J I I T_ - ------ -- .- - MECHANICAL PAN. BATHROOM.LAUNDRY ROOMS AND POWDER ROOMS SHALL BE (9746'" Ali (LJl i _ SUPPORT BEAMa D 1 I 4 PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 �f= z 1 71 P - I G.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPENASLE WINDOW . F +: 3 1O f a-0- .' a'� OR OPENING INTO THE BUILDING. MINIMUM DUCT SITE 15 4 INCHES. DRYER.KITCHEN, d \ Ii I 1 1 p AND BATH FANS TO BE SEPERATELY VENTED TO THE OUTSIDE. INSTALL DUGTYNORK1. d VERTICAL GLULAM MOMENT FRAME mdi �} TOILET I o PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE �� f� m� 4 I ! Ay ,��y CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX I 5 sQ I ! 5 CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH 'OVu ie 1' --- IL • 1 n . SCALE: 1 - Al2 m °�'; n ` a$o= I ' 48%"6-` 'a iI g Al DOMESTIC DRYER EXHAUST. �- I' 6i,44€w4EE�'S 5E4+s. ! 22"x 30 MIN_ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. 5 LCr�. .oH .ra r- j 3 Q .., for HALL a I i ;n 1 FRAME OUT ACESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 112" l 5 0" • LINEN 33 5Q FT m I I PLYWOOD. ACCESS COVER IN GARAGES TO BE BINGED AND Si-IALL BE YNEATHER- ITSM,S eoP4 LY. V _ Q 3 r 3'-11 1IY_71�J CEILING BEAM GE LING TRANSITION ® i 4 a STRIPPED OR SEALED TIGHT_ 8 G VERTICAL GLULAM MOMENT FRAME ON BEAM BELOW _ n • U3 ' CO DET.I''�' 4 •. KITCHEN 1 C7 - GUARDt2AIL36"ABOVE FINISHED FLOOR.STAIR HANDRAIL36`ABOVE STAIR NOSING. [c n BATH I Q 251 5Q FT p+ p 9.10" , F L 12 INTERMEDIATE RAIL SPACING SHALL NOT VERTICAL GLULAM: USE 5.5 X 15 GLULAM ORIENTED VERTICALLY,BEARING DIRECTLY ON SUPPORT BEAM BELOYV. n b8 5Q FT 2 �f 1" , 1 a�trr ! e• • A€10W A4"DIAMETER SPHERE TO PA55 THROUGH PER I.R.G.SECTION 312�- jr oWALK IN CLOSET _ ENTRY-HEIGHT: TOP OF SUPPORT BEAM TO NtALL TOP PLATE.FLOOR DIAPHRAGM AND JOISTS OKAY TO FRAME AROUND SVG. 72 50 FT j f• 1-1 H w -ALIGNMENT:SVG CREATES EDGE OF ROUGH OPENING.REMAINDER OF MALL SECTION MAY BE FILLED IN WITH STANDARD "? 0 2 �� p 60 5Q FT HALL ,� _,[ _ ,T PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT Wl7Ff OY€HER FOR FRAMING. "' loll -f t - _ 7q SQ FT nausLE q TRIM PACKAGE.CONTRACTOR SHALL A55VME ALL OP(IONS. REFER TO a �FER OVEN 1 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OP NON-COMBU5TABLE TOP CONNECTION:CONNECT TOP OF WSW TO DOUBLE TOP PLATE WITH 10, 1/4X 6 5D5 DOWN THROUGH TOP PLATE INTO 102' 2 n 3aS0 i 73C 4 >arGRo ! SURROUND&HEARTH MATERIAL. TOP OF SVG. PREDRILL IF NECESSARY TO AVOID SPLITTING.OKAY TD GOUNTER51NK 5D5 SLIGHTLY FOR FLUSH in .'•a' 2 I 2880 -INSTALLATION. , ; \ L III GARAGE FLOOR SUFAGES SHALL BE MIN.4"CONCRETE- SLOPE CONCRETE FLOOR MIN -SHEATHING:SHEATHE ENTIRE ASSEMBLY AND REST OF WALL SIMILAR TO 2PW. 7 p LI I !I 4 i1S"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORYVAY OR TOYNARDS FLOOR DRAIN. -3'-t 3 112- Fj(]gn O 0 = I PANTRY 1 n LANDSCAPE STEPS -BOTTOM CONNECTION: USE U-STRAP AND LTPS AS FOLLOWS, GUEST I 'SMOKE DEr. o sui 35 SG FT -TWO U-STRAPS OF GM5T14 AS FOLLOWS: ' o • CO PET `n Fro i•. BEDROOM s"or.Eve-r. JI o = �� I 15 TEMPERED GLASS 1 G3 5Q FT tv itt I -FIELD BEND TO FORM SHARP-CORNER"U"SHAPE. 1 a6H r'�, F DN 1 i-r 1-�♦ r;1 t 1I2• 3 f y-0 -EACH U-STRAP TO ALIGN WITH EDGE OF BVG. \ .t S i . ` 1 6 20 MIN.FIRE RATED AOOR.-LENGTH OF EACH LEG OF U-STRAP=HEIGHT OF SUPPORT BEAM+24".TOTAL U-STRAP LENGTH=2'LEG HEIGHT+WIDTH OF 6 o taaaFSEAM r to SUPPORT BEAM. FOR EXAMPLE IF SUPPORT BEAM IS 5.5X12 GLULAM,EACH LEG OF U-STRAP=72+24=36",AND TOTAL 2 - 4 m ® � - - `- a-o• h } _ 1 - 1 2 - - Z LENGTH OF U-STRAP=36'2+5.5=/1.5". m "` IMI 71 P �, i o - f � ,. i Se - ALSO USE LTPS,EACH SIDE,BETWEEN U-STRAPS,CENTERED ON 8YG AND SUPPORT BEAM INTERSECTION. r') : icl ry 71 P - - - _ GENERAL NOTES L Q �" zzt ♦-�a• I �N - o-'n I, �,, T-1�^ ` _ 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. SVG - VERTICAL GLULAM MOMENT FRAME ON BEAM BELOY�I a m I• 1 Ipl�ini m m 46" m - 10'-101n° Kr I 'T�y in `' v r !m` 'nM I LAU N DRY b " 10 m to 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. GENERAL:SAME AS SVG WITH THE FOLLOWING EXCEPTION. - cd1+ �� • v 152 SQ FT �� s W In VERTICAL GLULAM: USE 5.5 X 12 GLULAM. '� , tr-z trr ♦ _ 3.VERIFY HEADER HEIGHTS NiITH SUPER. _ W .5? �H STAIRS 2 ,; �lM - MULLION in 2UH m ,��, 101 5Q FT PERVIOUIPAVERS0 �" PERVIOUS PAVERS 1 0 4.ALL EXTERIOR IMALLS ARE 2 x b 1 b"D.G. STUDS,UNLESS NOTED oTHERYVISE. ��/ I - - - \ f I de- 4 2" BENCH Am I I _i ry Lt GENERAL:THESE ARE SPECIFIED MAINLY TO RESIST OUT-OF-PLANE WIND LOADS BUT MAY ALSO BE USED TO RESIST IN- \ N. I \ \ r` 1I p \ 5.ALL INTERIOR YNALLS ARE 2 x 4- 16"O-G-STUDS, UNLESS NOTED OTHERI^lISE. ~ C1 V425-3050 N126-3050 _ V V PLANE LATERAL LOADS IF SO INDICATED IN CALCULATIONS, 3066 L MULLION:USE MIN.,2,2X6,CONTINUOUS BOTTOM PLATE TO TOP PLATE. / 4'-7 112" •I' • 3'-0" 44 3'-0" .1' 4'-7 112" / \^• N. l' r� 1l-t V 9er. 0,3„ 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER - I HEADER CONNECTION:HEADER(S)MAY SE SUPPORTED WITH 2X TRIMMER OR HANG ON THIS MULLION WITH LUG,HUG,HUGQ '-2'-0"V 6'-7 1/2" / 15'-6" - / 13'-4 112" _ __ ��" f �� DISPENSERS,MEDICINE CABINETS,ETC. GooRn1NAT1=WITH OWNER FOR 0 OR SIMILAR. '�-- - - ` - -'-_ LOCATIONS. N iK , 35 -� - , LAUNDRY1 I SINK ROUGH IN 111 re q55 - SLAB i II 0 ,--, ENERGY CREDITS 2 _ o IT FRAMING NOTES J SUBGRADE:USE STRUCTURAL FILL OR NATIVE MATERIAL,COMPACTED TO 415%RELATIVE COMPACTION.IT IS STRONGLY MxLtLn+6UNrt-15TarALCREDITS NEEDED. CREDIT VALUE A 1 21.REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. CO ENERGY CREDIT la f A 12 :..... FLAN RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BY A GEOTEGHNIGAL CONSULTANT. EFFICIENT BUILDING ENVELOPE MAIN A I N F L V V f� En I UNDERSLAB INSULATION:MAY USE XP5 OR EPS RIGID FOAM WITH MIN.,25 PSI COMPRESSIVE STRENGTH UNDER SLAB.IF -ININDONIS U. 0.5 2.COORDINATE IN/MECH.8 ELEC.FOR LOCATIONS 8 512E5 OF FDUNDA710Ml5LABlJOl5T5 -FLOOR:,R38 INSULATION - BLOCKOUTS. USED,PROVIDE AND INSTALL PER INSULATION MANUFACTURER'S RECOMMENDATIONS. -5LA5ON GRADE-R-I0 ENTIRE SLAB SLAB THICKNESS:USE 4"MIN. ENER&Y CREDIT za 14 /�] 3.FLOOR JOIST OR ROOF TRU551RAFT ER LAYOUT SHOWN HERE 15 FOR SCHEMATIC 8 AIR LEAKAGE CONTROL EFFICIENT VENTR,ATIUN 0.L' REINFORCEMENT:USE ANY OF THE FOLLOWING: -AIR LEA/CAGE;10 AIR CHANGES PER HOUR �/ j DESIGN ONLY.MANUFACTURER SHALLPROVIDE AND SUBMIT ENGINEERED DESIGN TO MIN.,#3 REBAR AT 24"OG,EACH WAY,CENTERED IN SLAB. +reIOIx HOUSE FAN PERSecnoH x15ols THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO THE FABRICATIONAND a a ENERGY LREOIT NJit WELDED WIRE FABRIC,MIN.,W2.4,6"X6"(6 GA.),CENTERED IN SLAB.SPLICES OVERLAP 8"MIN. AIR-SOURCE NEAT PUMPYIITH MENIMUM HSPF OF ' O © - q © INSTALLATION. FIBERMESH PER MANUFACTURER'S RECOMMENDATION. - - •- - x ��- UQU HELIX MICRO REBAR,MIN.,5 CBS.PER CUBIC YARD. - ® � H IMIN 4.ALL TRUSS TO TRUSS&TRU55 TO BEAM CONNECTORS 70 BE DESIGNED 8Y MANUP. 'AT o ENERGY CREDIT CONTROL JOINTS:MAXIMUM RECOMMENDED SPACING-S'DG,EACH WAY.THIS 15 ANON-STRUCTURAL ITEM AND MAY BE -GAS.EFFIC PROPANE.ER IM RO 21 x -GAS.PROPANE.OR OIL PiATER HEATER INMI A •5 5.FLOOR SHEATHING TO BE 3Ik'GDX OR O56 STURDI-FLOOR 7&G,GLUE AND NAIL VW RING SHARK W a U CHANGED OR OMITTED BY OWNER OR ARCHITECTURAL DESIGNER. MINIMUM EF OF OM. 1 Sd's 0 6"EDGES&12"IN THEFIELD.FACE GRAIN PERPENDICULAR TO SUPPORTS_ROOF n a gaff VAPOR BARRIER:SUGGEST A MIN.,6 MIL,PLASTIC VAPOR BARRIER UNDER INTERIOR SLABS.THIS 15 A NON-STRUCTURAL I SHEATHING TO BE 111b"OSB OR EQUAL.- i� .1% 1 ITEM AND MAY BE CHANGED OR OMITTED BY OWNER OR ARCHITECTURAL DESIGNER. TO AL: 3.5 6.PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST LOCATIONS AND o $ = ❑� 1 h BETWEEN UPPER AND LOWER STUDS AT FLOOR TO FLOOR HOLDONN LOCATIONS. izagyaPOST SCHEDULE 0 _7.PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE :s. HEADER GALLOUT m z HEADER SCHEDULE 20H THERE I5ALOAD BEARING WALL ABOVE- (2) ���No 80" HEIGHT FROM FLOOR TO BOTTOM OF HEADER. RO=ROUGH ���o? GALLOUT MIN., USE ALT 1 MIN., 1ALT MIN., CONNECTOR CIF NOTES OPENING OF DOOR OR ADJACENT DOOR. \ J 8_ALL CONNECTIONS TO BE SIMPSON OR EQUAL_ a 6 to °� XXP U5E USE BLANK USE DEFAULT, wa4�o O F 2 ABOVE) GALLOUTMIN, USE IALT 1 MIN. USE ALT 2 MIN., USE TRIMMER, EACH END(IF BLANK KING STUD, EACH END(IF n GARAGE a.IN57Au HURRIGANI=TIES AT ALL TRUSS OR RAFTER TOP PLATE GONNEGTION5A5 WELL =3a5g ? 715 SQ FT AS FROM TRUSS OR RAFTER TO BEAM CONNECTIONS. v-x a a g TOP 2-2X4 4X4 U5E DEFAULT ABOVE.) BLANK USE DEFAULT ABOVE.) 1,,i fiLT 71 P 3-2X4 2-2X6 4X6 20H 2X6, "L" GONFIG 4Xb --- nA �; 72F 3-2X6 6X6 4-2X4 21 H 2X10, "L" CON FIG 2-2X5 4X8 PLAN AREAS o� 73F 5-5X5.5 GLULAM 22H 2,2X10 4X10 6X5 I ¢z- COL 23H 2,2X10 4X10 6Xb 2 I - MAIN FLOOR 2,044 SQ.FT. XI °'pas zg F9 74P 6Xb FT 24H 5.5X12 GLULAM 3 p 75P SXS FT 25H 4X12 3.SX9 GLULAM 2 O 14 BASEMENT 1 ,503 S�t.FT. DINNER APPROVAL DEFAULT WOOD MATERIAL IS DOUG FIR#2 OR BETTER. DEFAULT STEEL-SEE STANDARD STRUCTRUAL DEFAULT HEADER MATERIAL IS DOUG FIR NO.2 OR BETTER .- TOTAL LIVING AREA: 3• , � SQ FT_ SPECS PAGE. 2X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2X NAILED AT BOTTOM IN"L"CONFIGURATION I INITIAL: DEFAULT BOTTOM CONNECTION ON PLATE:(2)FC OR(2)A34 WITH SCREWS,OR(4)16d FACE NAILS. DEFAULT TRIMMER,USE 1,2X STUD OR SIMPSON LUG HANGER,EACH END. i GARAGE 715 561.FT. PAGE: DEFAULT BOTTOM CONNECTION ON BEAM:(2)FC OR(2)A34 WITH SCREWS,OR PCZ. DEFAULT KING STUD,OPENING 6-FEET WIDE AND LESS U5E 1,FULL HEIGHT STUD EACH END(PLATE TO 1 DEFAULT BOTTOM CONNECTION ON CONCRETE:PB,OR AB,OR ABU,OR AB1N,OR GBSG. PLATE.) J DECK 161 50.FT. ALTERNATE BOTTOM CONNECTION ON CONCRETE:#5 REBAR OR 515"ALL THREAD,EPDXY 6"INTO POST 2D'-1' DEFAULT KING STUD,OPENING WIDER THAN 6-FEET,USE 2,FULL HEIGHT STUDS EACH END(PLATE TO PLATE.) RI BUTT,AND 6"MIN EMBED INTO CONCRETE. CONCRETE EMBED MAY BE WET SET OR EPDXY. S' UTILITY I STORAGE 341 5Q.FT. LANDSCAPE WALL ,l OF: 2t_o„ / / 2V-0" f DESIGNED BY: TYPICAL HEADER FRAMINGJ. SYKORA, cPBD WINDOW SCHEDULE DRAFTED BY: c' NUMBER QTY FLOOR SIZE EGRESS DESCRIPTION AREA, ACTUAL (SO FT) COMMENTS ROOM NAME _ QTY NUMBER N W01 1 1 3650 FIXED GLASS 17.5 STAIRS 1 1/101 HEADER LESS THAN 5' 3 1/102 1 1 3650 FIXED GLASS 17.5 STAIRS 1 W02 SCALE71W03 1 1 3076 DOUBLE AWNING-T 22.5 DINING 1 1103 1/4" = 1 ' U.N.O. i' W W 04 1 1 3016 DOUBLE ANING-T 22.5 DINING 1 W04 \ DATE 0 W05 1 1 3016 DOUBLE AWNING-T 22.5 DINING 1 W05 1-25-21 al • WO6 1 1 3616 DOUBLE AWNING-T 26.25 DINING 1 1106 1N07 1 1 3616 DOUBLE AWNING-T 26.25 DINING 1 1N07 W W 08 1 1 3616 DOUBLE ANING-T 26.25 DINING 1 NOSHEADER LESS THAN 5' Q Z W09 1 1 4076 FIXED GLASS 30.0 GREAT ROOM 1 1"109 2 CD W10 1 1 4030 FIXED GLASS 12.0 GREAT ROOM 1 W10 (1)KING STUD FROM 0 - W11 1 1 4076 FIXED GLASS 30.0 GREAT ROOM 1 1A111 ' // C ) TOP PLATE TO W12 1 1 4030 FIXED GLASS 12.0 GREAT ROOM 1 W12 BOTTOM PLATE I_I__I W13 1 1 4076 FIXED GLASS 30.0 GREAT ROOM 1 1N13 • (1) TRIMMER r- Q W14 1 1 4030 FIXED GLASS 12.0 GREAT ROOM 1 W14 (f^J 1N15 1 1 4076 _FIXED GLASS 30.0 GREAT ROOM 1 1115 1N16 1 1 4030 FIXED GLASS 12.0 GREAT ROOM 1 1116 W17 1 1 2856 YES SINGLE CASEMENT-HL 14.61 MASTER BEDROOM/COVERED DECK 1 1N17 t W18 1 1 6056 FIXED GLASS 33.0 MASTER BEDROOM/COVERED DECK 1 W18 \I\\ L 1 W19 1 1 2856 SINGLE CASEMENT-Ng 14.61 MASTER BEDROOM/COVERED DECK 1 1^119 W20 1 1 2656 SINGLE CASEMENT-Ng 13.75 MASTER BATH/COVERED DECK 1 W20 W21 1 1 3620 SINGLE AWNING 1.0 TOILET 1 W21 z 1N22 1 1 3620 SINGLE AWNING 1.0 WALK IN CLOSET 1 W22 1N23 1 _ 1 3050 SINGLE CASEMENT-HL 15.0 GUEST BEDROOM 1 W23 HEADER MORE THAN 5' W24 1 _ 1 3050 SINGLE CASEMENT-HR 15.0 GUEST BEDROOM 1 W24 ti 1125 1 1 3050 SINGLE CASEMENT-HL 15.0 GUEST BEDROOM 1 W25 le W26 1 1 3050 SINGLE CASEMENT-Ng 15.0 GUEST BEDROOM 1 W26 W W 27 1 1 2050 SINGLE CASEMENT-Ng 10.0 GUEST BEDROOM 1 27 )\ \\ J W2b 1 0 3050 YE5 SINGLE CASEMENT-RR 15.0 BEDROOM #2 1 W28 W29 1 0 3050 YES SINGLE CASEMENT-HR 15.0 BEDROOM #1 1 W29 W30 1 _ 0 3050 FIXED GLASS 15.0 BEDROOM #1 1 1^130 HEADER MORE THAN 5' 1N31 1 0 3050 SINGLE CASEMENT-HL 15.0 _ BEDROOM #1 1 1^131 1N32 1 0 3050 SINGLE CASEMENT-HL 15.0 FAMILY 1 W32 (2) KING STUDS 1/%133 1 0 3050 SINGLE CASEMENT-Ng 15.0 BEDROOM #3 1 1N33 FROM TOP PLATE TO -• // 1N34 1 0 3050 FIXED GLASS 15.0 BEDROOM #3 1 W34 BOTTOM PLATE W35 1 0 3050 YE5 SINGLE CASEMENT-HL 15.0 BEDROOM #3 1 W35 • (1)TRIMMER W36 1 0 3036 SINGLE CASEMENT-HL 10.5 BEDROOM #3 1 1N36 1137 1 , 2 6030 FIXED GLASS 18.0 TRANSOM ABOVE GREAT ROOM PATIO DOOR 1 1N37 TOTALS: 657.84 WINDOW NOTES: L \.\\\ \ w VERIFY ALL WINDOW SIZES, LOCATIONS, OPERATION CONFIGURATION, HARDWARE AND GRID - v OPTIONS, GLASS COATINGS, U-VALUES, STC RATINGS, AND OTHER DETAILS WITH CLIENT PRIOR 0 In < TO WINDOW ORDER. V'1I N DO1"! V'L/ b" POST z Q 7 N .2 VERIFY ALL HEADER HEIGHTS AND ROUGH OPENING SIZES. ROUGH OPENINGS MAY VARY C EU IX rr DEPENDING ON WINDOW MANUFACTURER. s. _W n a_ 7 INSTALL WINDOW FLASHING SYSTEM PER MANUFACTURERS INSTRUCTIONS OR AAMA 2400 / v 0 ‘D di AAMA2410 METHOD "B" OR EQUIVELANT INSTALLATION INSTRUCTIONS. i _I CI ~ `- w p' w 1� v O 0 O z O z IY 1\ • (1)TRIMMER // a_ X N (2)KING STUDS 0 (tr FROM TOP PLATE TO • BOTTOM PLATE \ 71§yJ \ Mg om2a \ OiOz WyQD am0O 2WZ U Uara4 z � a y_Darc 3Do2 ZN6�O INI N DON YAl/ 3" POST K --1 DWDDWU�m w o aA ¢ 2_UK 6p ND a LLUp� \ D2�Wu a 1,-n ill I \\ t oi i was ���n OFO atr G . I\ ill CONGEAL FLANGE cr= a Mg HANGER EA. SIDE wowo Wu \ // 1 (2) KING STUDS GINNER APPROVAL FROM TOP PLATE TO • BOTTOM PLATE INITIAL: PAGE: Aq \� `\ OF: DESIGNED BY: / 59'-0" / J. SYKORA, CPBD POST SCHEDULE s 23'-b" s 20'-0" s —13'-b" l DRAFTED BY: ry a 2X 16 FACIA 01 All► 5/4X10 SUB FACIA r' to CALLOUT MIN., USE ALT 1 MIN., ALT 2 MIN., CONNECTOR (IF NOTES I SGALE R XXF USE USE BLANK USE DEFAULT, r 2X,b FACIA gi 77M PLATE 771, 41l8 514XtO5UBFACIA 1/4" = 1' U.N.O. —� t 4 E �O�E` 24"OVERHANG 70P 2- 2X4 4X4 4 ------- I�;, 72P 77M PLATE�,10911b"J 1- 2X ib FACIA A71� 1 - 1-• 5'-0" 5'-0 514 X 10 SUB FAC A 5'-0" s 5'-0" All All1Prk,W`—' —� - N. 1-25-21 Z 0_ 4 r u y ait 71 P 3- 2X4 2- 2X6 4X6 mre a m m on o a m a ` i 72P 3- 2X6 6X6 4- 2X4 X w X m - W X titw X w us i k. f El _ 73P 5.5X5.5 GLULAM LLkJ " LL ♦ C X I - 1 :12 77M"► — A 0, T6CD C/ , m II v • _ I � _ 5 > � � COL _ fi,, ®_ D LJLJ \ '� ' �7M.. PLATE 0109 1IB" - - -- - - - - - — - - �I� _ > T T1MS k ROOF BEAM 77M g Q 74P 6X6 PT II II 17,P 308 71P = W RI Al I Al 1 15P SXS PT Ilt MANUFACTURED TRUSSES 24" O.G. — - l [II j, u a S I A71 X o -1 o " n m q DEFAULT WOOD MATERIAL 15 DOUG FIR #2 OR BETTER. DEFAULT STEEL - SEE STANDARD STRUCTRUAL > ' 0, m - 11 7/8" BC! RAFTERS @24"0.G. tj 3 i 1.4 SPECS PAGE. _ > - DEFAULT BOTTOM CONNECTION ON PLATE: (2) FC OR (2) A34 WITH SCREWS, OR (4) 16d FACE NAILS. ^"� "" ^� "' 336 i $OLROOFLEDGER C 1 N. DEFAULT BOTTOM CONNECTION ON BEAM: (2) FC OR (2) A34 WITH SCREWS, OR PGZ. 1 g DEFAULT BOTTOM CONNECTION ON CONCRETE: PB, OR AB, OR ABU, OR ABW, OR CBSQ. - — i i - - l-ilL c ALTERNATE BOTTOM CONNECTION ON CONCRETE: # 5 REBAR OR 5/b" ALL THREAD, EPDXY 6" INTO POST 71P ROOF BEAM 318 71P — C ci ? BUTT, AND 6" MIN EMBED INTO CONCRETE. CONCRETE EMBED MAY BE WET SET OR EPDXY. / /- 7p II - eson% tiOF WAO ^® ° h c r 477? 545 rn0' I �' i in m mw. ® J D 'I .. ' 1M73 �I $ Iu 3 BEAMS J I ♦ 1:12 - DEFAULT SAWN MATERIAL 15 DOUG FIR NO 2 OR BETTER. BIII 7,P 71P y m X X ki A7 7 A71 I II - I - � � - " m m a' E ,L �- a .14 Imo' ir- - _- _ - t - - - - - _ 1. _ @ D N G1L C W.7<EQ'$ . �'1f.. I __. --_ __ a- _. C ? D IS Com 5TeaG.�''L A DEFAULT GLULAM, LVL, P5L MATERIALS - SEE STANDARD STRUCTURAL SPECS HEREIN. DEFAULT L5L IS '- x ♦ ♦♦ ♦ ROOF " ZT£^45 ar Las. 1.5E, 2,300 PSI, MIN FB. m > I ♦ ♦♦r ♦♦ ♦♦ T A ► � *♦ ♦♦♦♦ MANUFACTURED TRUSSES 24" O.G. ' 1 320 I / > -" n > ♦ ♦♦♦ ♦♦�♦' 5 4 5- DEFAULT WALL CONNECTION: 3" BEARING IN POCKET OR ON PLATE WITH MIN., 2 STUDS BELOW. ♦ilr; ♦♦ ♦♦♦♦♦�` 76P DEFAULT END POST CONNECTION: LCE, ACE, EPCZ, ECCQ, OR SIMILAR. CORNER POST CONNECTION WITH MITERED BEAMS OVER: LCE4, LCE4Z, OR RTC44. b. 4'- DEFAULT DEFAULT MID-POST CONNECTION: LPCZ, PCZ, GGQ, OR SIMILAR. 4� ,� FRAMING OVERBUILD ♦�♦ �4 ` 24"OVERHANG ♦ ♦♦ ♦♦ DEFAULT BEAM TO BEAM CONNECTION: HANGER: HU, HUG, HUGQ OR SIMILAR. BEAR ON TOP, 2, HGA10. 2X16FACIA I II 4 ♦ 1:12 5/4 X 10 SUB FACIA 4 —I A17� CALLOUT MIN., USE ALT 1 MIN., USE ALT 2 MIN., USE CONNECTOR (IF BLANK USE DEFAULT, ABOVE) NOTES z 340 All \ 30B-32B 5.5X12 GLULAM 3.5X13.5 GLULAM "' S D - - I q A 1 :12 ♦ — : X u u y _ 71 P ROOF BEAM I 24"OVERHANG 33B 5.5X21 GLULAM o X > m _ - m a i A ® fCC . -. 24"OVERHANG 71 P 3 2-0 ( `n O al 346 4X8 6X8 5.5X6 GLULAM c—_ _-- m r: 54X;5�a FACIA A;,► 1:12 N 1 :12 A„5 V N X 0 LP E 1 _ _ rn W 40B 3.5X10.5 GLULAM �,C I ♦ �, D ♦ m m > Q .4( 5 1 5 I N ® A71 A71 77M i Pk/ 1 ©= - D D `t U- Q 41 B 3, 1 -7X11 .8 LVL 5.2X11 .8 PSL A" A" — I o c 6 Z — CV 425 2, 1 .?X11 .8 LVL 3.5X11 .8 PSL ° g o- s " 3co . A < ® All q 1 43B 2, 2X8 4X8 AlA71► 1 ' 24'OYERHANb A71i A17 -.----.,. .t - --- z o 440 2, 1 .1X11 .8 LVL 3.5X11 .8 PSL ! L _ 3-0 _ J : W C. 455 1.1X11.8 LVL 24"OVERHANG I ` - V O .(1 460 1.7X11 .8 LVL ix 2 X 16 FACV. _-3,_ All► 41B 5.5X12 PT GLULAM 5rax1o5uBFAua A11 I W Y O 48B 5.5X12 PT GLULAM 6-1 1/2" 15'-b" 10'-101/2" ' 2'-5• ' Alm 1:12 W ll- 49B 5.5X15 PT GLULAM / 35'-6" / I (3 4 w Z ill 50B 5.5X12 PT GLULAM act ; >- X (V 51 B 5.5X12 PT GLULAM s8 g J 2 EN 526 6X12 5.5X9 GLULAM R tr m n i ROOF FRAMING PLAN ti, rimAll JOISTS AND RAFTERS SCHEDULE SCALE: 1/4" = 1' " LT. x o 1 x ' SiA1 All trI P c m A I }cam, ¢ ,n g > C i — I X ow n CALLOUT MIN., USE ALT 1 MIN., USE ALT 2 MIN., USE CONNECTOR (IF BLANK NOTES I sQ o 11RD ROOF DIAPHRAGM c —I glP USE DEFAULT, ABOVE) _ rn ry =w=. SHEAR CAPACITY:GOOD FOR EH=230 PLF-SEISMIC; EH=322 PLF-WIND. MAX ASPECT RATIO=9:1. O I Ewa . 60J 11 .8 BC! 6000, FRAMING:TRUSSES OR RAFTERS:2X AT 24"OC, MAX. (,1 - P w `p m �o 1 .8 @ 1 b'I FRAMING CONNECTION AT SUPPORT: Co z..- WHERE CONNECTED TO SHEAR WALL,CONNECT PER SHEAR WALL CALLOUT-TOP OF WALL Vag; cl V O'L 61 J 11 .8 BC! 60, 2.0 WHERE TRU55E5 OR RAFTERS CONNECT TO BEAM,USE H2.5,ORA34 WITH SCREWS,OR SIMILAR,TYP. rn _ z-8x N .� w= AT LEDGER,CONNECT PER LEDGER CALLOUT. TOIL!. (51 gVtixO c '-`11 @ 16" SHEATHING:7/1b"MIN.,OSB OR COX PLYWOOD. • - tJ =3U=2~ a . o< w SHEATHING LAYOUT:CASE 1 PER IBC 2306.2.(1) 148 pV0- 62J 2X8 PT @ 16" o ==�wLL NAILING:USE 8D AT 6"EDGES, 12"FIELD. W o z W o BLOCKING:NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALLS BELOW. - I oo�z 0 1:12 ==J« 5 5 0,.0. DEFAULT RAFTER OR DECK JOIST TO BEAM CONNECTION SOL - LEDGER - ROOF DIAPHRAGM IA"I Al yo,9.o ww 15 CON'T OR SKIP BLOCKING AND H2.5, OR H1, OR A34 I yooa� =o,_. WITH SCREWS. LEDGER SCREWS: IF CONNECTING TO RIM OR HEADER,U5E SDS,OR LEDGERLOK AT MAX 12"OC,STAGGERED.IF I AllI All I aw'� ip az CONNECTING TO STUDS,U5E 2,5D5 OR LEDGERLOK PER STUD. 0 1 e a O aow m�< DEFAULT SAWN MATERIAL IS DOUG FIR NO 2 OR BETTER. LENGTH OF 505 OR LEDGERLOK=FULL DEPTH PENETRATION INTO RIM,OR2"MIN EMBEDMENT INTO SOLID FRAMING. - m 5 x x o=zw DEFAULT SAWN FACE MOUNT HANGER IS U, LU, LUS, OR MIN DISTANCE OF CONNECTOR TO END OF LEDGER OR SPLICE=2".MIN EDGE DISTANCE TO TOP OR BOTTOM OF LEDGER=2" X u A ® rn N P O w o X y A C m woocVJ LEDGER CONNECTION TO WALL: m a m ® ' i- i s ri €a IF SLOPED RAFTER USE LRUZ. RAFTERS PERPENDICULAR:U5E 2X OR LW LEDGER,MIN HEIGHT TO MATCH RAFTERS.APPLY LEDGER OVER WALL i a a $ 4' a SHEATHING. USE HANGERS TO HANG RAFTERS ON LEDGER. i th q OWNER APPROVAL DEFAULT DECK JOIST HANGER 15 U OR LU (NOT LUS) PARALLEL RAFTER OR TRUSS TOP CHORD:LEDGER MAY BE TOP CHORD OF TRUSS OR LAST RAFTER OR SIMILAR.LEDGER TO WITH GALV SCREWS (NO NAILS.) BE PLACED OVER WALL SHEATHING. All► PLATE 0109UV INITIAL: DEFAULT SAWN TOP FLANGE HANGER 15 JBA, LB, BA, OR MONO TRUSS TOP CHORD PERPENDICULAR: U5E CONTINUOUS 2X BLOCKING BETWEEN TRU55E5 NAILED THROUGH WALL SHEATHING WITH 1bD @ b"OG TO SOLID WOOD BACKING(CONTINUOUS RIM,PLATE,LEDGER,OR BLOCKING.) '1/4 \ PAGE: B (WELDED APP, U5E LB, BA, OR B) MONO TRUSS BOTTOM CHORD PERPENDICULAR: A 24"OVERHANG ANY NATIONAL I-JOIST BRAND, EQUAL OR STRONGER ALTERNATE 1:HANG BOTTOM CHORD WITH HANGER MOUNTED OVER WALL SHEATHING TO WOOD BACKING(RIM, 0 PLATE,LEDGER,OR BLOCKING.) 3 2X lb FACIA MAY BE SUBSTITUTED ALTERNATE 2:USE MIN.,2X4 LEDGER LET IN TO TRUSS BOTTOM CHORD.LEDGER TO BE PLACED OVER WALL SHEATHING AND All► 5/4 X 105U5 FACIA DEFAULT I-JOIST FACE MOUNT HANGER 15 IU5 OR MIU CONNECTED WITH LEDGER SCREWS PER ABOVE. OF: ROOF DIAPHRAGM:CONNECT ROOF DIAPHRAGM TO LEDGER WITH 8D RING SHANK OR SCREWS AT 3"OC. DEFAULT I-JOIST TOP FLANGE HANGER 15 ITS, HIT, OR MIT -- - 2'-0"-1 21'-0" s DESIGNED BY: J. SYKORA, GM) FiMING NOTES DRAFTED BY: ry sic STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF REFER TO SHEET A4 FOR FOUNDATION NOTES AND DETAILS. C 1/16" SHEATHING SCALE MANUF. TRUSS 1/16" SHEATHING COORDINATE IN/MECH. & ELEC. FOR LOCATIONS& SIZES OF 1/4" = 1' U.N.O. HEEL VARIES AIR BAFFLE W/ 1" GAP FOUNDATION/SLAB/JOISTS BLOGKOUTS. f o 5/4 X 10 5UB FASCIA MANUF. TRU55 FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE 15 FOR tu1 2 X 10 SCHEMATIC DESIGN ONLY. MANUFACTURER 5HALLPROVIDE AND 1-25-21 R 49 INSULATION SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR _ - APPROVAL PRIOR TO THE FABRICATIONAND INSTALLATION. z ALUM. DRIP EDGE 2X4 & 2X12 FASCIA _ - - - - - - - - VENTED BLOCK ` ~ ^ ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE ( ' �/ GUTTER—Y�V 2 X 10 Y I DESIGNED BY MANUF. ` V STRIP VENT ^ r _ FLOOR SHEATHING TO BE 3/4"CDX OR O5B STURDI-FLOOR T&G, GLUE O ENCLOSED SOFFIT 5/4 X 10 SUB FASCIA AND NAIL W/RING SHANK&d's @ 6" EDGES& 12" IN THEFIELD. FACE 2X4 & 2X12 FASCIACr) dr 2'-�'� 1/// A STRIP PENT VENTED BLOCK GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 1/16" . 1-- � 05B OR EQUAL. Q ENCLOSED SOFFIT 5/6" SHEETROCK (/) R-49 INSULATION- / es 1/2" SHEETROCK PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL P05T 2 -O LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO 5/8" SHEETROCK 2 X 6 WALL FLOOR HOEDOWN LOCATIONS. 1/2" SHEETROCK R-21 INSULATION �� 2 X 6 WALL / PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING x Ailbil 12-7 LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. T ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 1 AlS TYPICAL EAVE DETAIL 1 TYPICAL EAVE DETAIL @ TRU55 INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE A 1 SCALE: 1"= 1' Al 1 SCALE: 1"= 1' CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM 2 CONNECTIONS. E EXPOSED WOOD-ALL WOOD EXPOSED TO WEATHER MUST BE 2 STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF PRESSURE TREATED OR OF NATURAL RESISTANCE TO DECAY AND BE & STRIP VENT 7/16" SHEATHING LABELED ACCORDINGLY. !RC R311.1 & R311.2 1 l/16" SHEATHINGtt ENCLOSED SOFFIT FASTENERS-FASTENERS FOR PRESERVATIVE TREATED WOOD AND MANUF. AIR BAFFLE IN/ 1" GAP FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED HEEL VARIES TRU55zi t GALVANIZED OR STAINLESS STEEL OR EQUIVALENT. MANUF. WASHER PLATES-3"X 3"X 1/4"SQUARE HOT DIPPED GALVANIZED 2 X 10 Rg41LATION— WASHERS ARE REQUIRED AT EACH ANCHOR BOLT. IRG R602.11 r GUARDRAILS-GUARDRAILS SHALL BE A MINIMUM OF 36"IN HEIGHT 1 r _ _ _ WHERE THE ADJACENT SURFACE OR GRADE 15 30"OR MORE BELOW. 77------ // ALUM. DRIP EDGE ` - RAILING OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4"SPHERE. _-- �YENTED BLOCK GUTTE — - J — - !RC R312.1. /� R 2 X 10 1 _ 1 PRE- ENGINEERED FLOOR AND ROOF TRUSSES-SHOP DRAWINGS 2 X 4&2 X 12 FASCIA 5/4 X 10 SUB FASCIA ` AND ENGINEERING MUST BE PROVIDED TO INSPECTOR AT TIME OF al —5/4 X 10 SUB FASCIA EXPOSED BEAM 2 X 4 & 2 X 12 FASCIA ' A II % � ,) f.L .� FRAMING INSPECTION. //,/ A STRIP VENT VENTED BLOCK ENCLOSED SOFFIT - 5/8" SHEETROCK R 49 INSULATIONdie2'-0" 1/2" SHEETROCK 5/8" SHEETROCK R-21 INSULATION - 2 X 6 WALL ire 1/2" SHEETROCK _ 5,-0„ 2 X 6 HALL w 6 TYPICAL EAVE DETAIL @ TRUSS -VARIED HEEL 2 TYPICAL EAVE DETAIL @ TRUSS - VARIED HEEL 0 Al 1 SCALE: 1"= 1' Al 1 SCALE: 1"= 1' Z }- u-I tL el CI to CV METAL ROOFING MANU. L11 rj >5- METAL ROOFING TRUSS 1/16" SHEATHING z Et 4( 5/S"ROOF SHEATHING ' W In 11 va"BC! N v 0_I K al a I Li Li N J ln i tiH I' 5/4 X 10 SUB FASCIA J Q 5/4 X 10 SUB � J , N 2 X 4 & 2 X 12 FASCIA H W FASCIA _ `' n n \� DROP TRUSS / 21-0„ LLl IL v 0 �li 518"SHEETROCK O Z iy Z 2 X 4 & 2 X 12 FASCIA R-49 INSULATION IY X Ill (V ENCLOSED SOFFIT A X C O t COT&G M TERIAL - 1/2"SHEETROCK 5/8" SHEETROCK - 2'-0" - 2 X 6 WALL EXPOSED BEAM __-,.- 1/2" SHEETROCK 2 X 6 WALL - LA.,,„-U 1 EAVE DETAIL AT BC! ROOF - o=o= 3 TYPICAL OVERHANG DETAIL @ RAKE =0=0 >�11 SCALE: 1"= 1' Al1 °Dmo le woEth SCALE: 1"= 1' Z zwzi a u�i4 2H2 s1'pQW Ffpr Zp���O STANDING SEAM METAL ROOF I 071 3aoio METAL ROOFING (1. 0(A 5/b"ROOF SHEATHING R-49 INSULATION 1/16" SHEATHING wio.a T2 wi-Wz AIR BAFFLE W/ 1" GAP ri < wgi¢i Fg gc MANUF. HI R415 tJLATION iDi o,=p 5/4 X 10 SUB FASCIA 9421 z� <� 2X4&2X12 FASCIA----4.- L/ - I - - 0HI I ALUM. DRIP EDGE I LL rJYY � YY ~ r ` O gw�o ENCLOSED SOFFIT GUTTE =paa T&G MATERIAL 5/8"SHEETROCK R • 2 X 10 I r (y WI AlVENTED BLOCK - 1/2"SHEETROCK 5/ X 0 SUB FASCIA i� �p 4 1 _ �'_" 2X6WALL 2X4 & 2X12 FASCIA - -C�� -< STRIP VENT • VENTED BLOCK 2 -� ENCLOSED SOFFIT 3/4" T&G CEILING OWNER APPROVAL EXPOSED BEAM Jr 2'-O" , INITIAL: — PAGE: All 8 OVERHANG DETAIL AT BGI ROOF 4 TYPICAL OVERHANG DETAIL @ ROOF BEAM Al l SCALE: 1"= 1' Al 1 SCALE: 1"= 1' OF: C � I ♦ zl J a ♦ EL:l• n ♦ z�.L • ! II I N ima N I I II I I II i III � ill � PROJECT / CLIENT INFO rnk I. rn ROOF OVERVIEV4 HOLMAN - FELLOWS RESIDENCE N ;, N N ti -0 3g25 ROCKRIDGE PA�RKWA�Y, SYKORA ``; y in ARE CONFIDENTIAL AND MAY NOT BE REPRODUCED IN70 THE INFORMATION,PLANS,DESIGNWHOLEES OR IN RTARANGEMENTS WITHOUr THE EXPRESS WRITTEN RA SHN ON THIS D OF SYKORA DESIGN O `� DESIGN.DRAWINGS NOTED AS PRELIMINARY.SCHEMATIC,AND/OR CONCEPT CONTAIN INFORMATION THAT IS ,4NA<GORTS WAt 98221 r CONCEPTUALAND SUBJECT TO CHANGE.THE DESIGNER MAKES NO CLAIM FOR ACCURACY OF CONCEPTUAL INFORMATION OR OF INFORMATION SUPPLIED BY OTHERS. FILE: CJUsere6IMDropeox9Syora Home DesIfl4oIma.JHolmen-Falau 21 X 36 LapuLlo,put PRINTED: Monday,January 25,2021 • DESIGNED BY: BUILDING SECTION DETAILS J. SYKOR,4, GPM) DRAFTED BY: w 1 STANDING SEAM METAL ROOF `N !ti 2 X lb FACIA 2 2 5/4 X 10 SUB FACIAmi - ROOF HT. 1 11 l ROOF HT. - — o 12 1/4" = 1' U.N.O. r 1 1 u 2 I ✓ ENCLOSED SOFFIT - r- w 3 1-25-21 ,_ © ,iUI ®! 5 I I I■i d MANUFACTUREDTRU55E524"OG.�1j � � 4 UPPER PLATE HT. — T Ar UPPER PLATE HT. R 49 INSULATION UPPER HEADER HT. TT !� 'I El I ♦ UPPER HEADER HT. 5 _- FG BATT OR BLOWN IN n/ M in in b R-21 INSULATION 1= O ! /1 Co GUEST BEDROOM MASTER BEDROOM V � w q ( 8 q ? v a, 1 9 5/8"SHEETROGK T b II 1/2"SHEETROCK 8 nut BGI FLOOR SYSTEM •^ J• IIII - -�-- - -- 11 7/8 BG FLOOR SYSTEM - J UPPER FLOOR lr ♦ ♦ ♦ - — ��1I UPPER FLOOR RAILING TO CODE 3 I = u I I t u _u -: .q,- ', I 12 116 12 16 II _ Q� nl ml II llil-_=111 iIi=-Effi Ed-N611�III B, - fl I IIII N LOWER PLATE HT.e r m,R p IIII_Ki _ _ 11 r LOWER PLATE HT. 5/4"COMPOSITE DECKING __�___-__-s-�- - pl—Nd11=1Ti(I I m /i 10 ilL „ IN-INIII-IIIN�INIII=IIIIN IIIIII=1p11=HIII IIII=IIIII�N I-IIItlFNINI 61 = 1 1-' 1 -1 _ II QI i 111L111111-MINI-mN-11HICNm=l111NE11111=111N1=NN11- IIII - " ' pi. y III=1N111=p1111-111111E-111H1-INN=IH11=1NIICIINNRmHn IIIII=111li LOWER HEADER HT. IDgmiilfIlII- _HII 1N �a--w LOWERHEADERHT. If=IL_=1LV1=1L���N�II�-p��� II -NII- 1=11p _pYlllhmlll -�=_ I 1=1TI=_f11R=FRL'eIINI_ICIIp _N11 (_IIII-it1 IILq -L niz._ Iy�H=Nm it 11 PT2X10DECKJOISTS N _ _ _ NlllI-IIN11=IIIIII=II�-111111JII1H=IIIN=111111_IIINh1111WIIII1f II1LMII11 Il11I�>WIll1 IN=1ns!-%1 , i Q L n c .=� z I=NIII-SImEN1111- ll_�-111IIR�_-1111119INI1= IMIR-m111pa1MIE1lild511111—IIM Id110Mll liilf1=1il AIIIIr�: so - CLOSET BEDROOM 2 BEDROOM 1 -I Lair �' o IHHuIIII II-�I I,pl hih II M II M IIJII 111 pll P IIIIIHII Iu I I III HIII it II1�N=IIIII ILI IIII HIII III ply mil IL I p ILI�II111 ' 12 11 71b" BC!6000 1.21"I"JOISTS 16"o.G. -11111E-111111=11�11(--�I-fdl e-d-I-fI 1111 IIII--�IIIJIIII Ii]p�-1111�= =1�=f����= _Ill Iml I@IIII o o o 0 IIIE11111=111m_IL_11pN-1Nm-11Hllmlm 1=i1m=11m1SINIIMmN= N J1 T-1L_I HH1=HI I f Sil I_II:c _ 1�1>=NNN-HIIII-111NJ-INIII=IImI-HII(-IIIII-HIIRIIIICom Jllld=HIflJflHLIIIII=IIIII IIJ�JNIII_NII =lplll=�;ll . - E :a III-IIIII=IIINI=IIIIII=IINII-IIIIN-�IIIII 11111M- 111=1m-6-IIIUIIINIII-11118. i=IIIII-m11-111111=11NII-1m11=111111=III --.=1t 1 ' RECESSED SHOWER PAN e II I-1�111=UIm=1 III=IIII=mllF11�m -�f-M 11H=1J11- m_ .O- =-w =L1N- II WIiml=1 1, �,. IIII=1)N- IIII-N111-1arl =1-- II-, -II =Mgr_ Ol fly ill:11.0 ! -IRSd f I=111111= mI�II_IIIfm=11QH-=1Nm 11�-�Illlli 11- 1 I Ir1- 11 °" 1 II. 8 -s_; INIII NIII=(tl i.RO 1Ikall-=1-LIE11,=1 M.11J RE--EjlMl f 1-,I II II ` r iI; izi 4^GONG.sLAe -- _ oL_I :__ni= n r 14 1 I ui I1N(= I�IIC N�II°IIE=m 1111 ullUIIMIIIIM-11 iIIT—1- I➢ A 111EIIm____f IL--IIIIIN HIIII=111111EI11M-11ma111111=IIIIII=111N1 IIIIl1aIINI B SEMENT FLOOR Ti_ , . . - . . . . , . . .. . - • . . . . - �r BASEMENT FLOOR a4_ II - _ - — Ilfl=IINN=NNN-N1111=1NIH�H -fidll=1111(�NIII=IIII- IIIhIIIIN _ --: ..a _�11=11111�IIII�IIN1=1111Nillllmml_NIIII illlll_IIII-1n111=11p-I _ hu II[0- w =IVI 'uw u. Ins18 = Io �'::- _ - _, r- _ - I.;_I 'I'-, _,: _ _ ..__ _ _ _ = a = _`_'-n IW = — — _ 1 S — — _ _ I� II II _ — __ —_ _ — ROOF OYERFRAMING I. 111=III =UIIIIII I I- IIIIIII=IIII=I�=III 1 =IIIN 111= 111� I-11 =1111.=IIII15'flpLlNl=INfl-md-ld flCN�HIN��Ni IIN[NIIII=NNN�HII�JIINI=IIIII=111111=pIIN�dIiClil(I I-11116-gllall(I� (IIII=11 �._. .:�1= �IINI IIIIII __ __.. _: N=INI=NIi11=111p�IIII�Iq=Ull[=-� Nll_I IQI I � I -IIH Illl-IIII II - ; � IN�plllIIII- - IIm�IIIIhIm�pH11III-IIIN�I�IIU�mN=1 Np�l11H=1111u_illlll Nmrmm�INH-mII1=1mN=Nlm� _mul=lpp�lmN Nm_�IIIiI_pm=1IT�N_Ilpu_iI _ i I HII I_I _ I_IIII:-<I,:I: '.' �-�� Ilup INIIuufCIIIII�IINN_III d�lm=ulll-dNlL-iml IIII=1i��=11 _ II� I' - .:I _ r 1 Ju1_ -I I _ ,� Jllld_IHm�I1mJImLl -1(IIII-IIII -INlllm- H=ITITI�m1-1 = IhT11=11T 1 - -¶If 1161j_11-pll sill IT�mII-pIIiI�NN = _ - = _ - - - _ _ -_ - _ � -� _ 1� -ll s- _ IIII - Jam = � � s s = = _ =-,_ _ = — - - - _ - _ _ _ _ _�=NIII=illlll_IINI-NII=1 Q- H - Ip=INI—IIII= I— =I I-d - HI=I II IIINI IICNIII Nllll�llid�dlll�ll@= 1111=1NI�1111=11f=11=I IIH--_IINII-di= — I II— —� -- ! _ — — ! — - - - _ _ - — _ _ �_ _ _ _ -�- �-�� � � -L_ iZ1-11-1L J�. —Pll Jl _ LI_ _ _ _ - I lil�il =I -_._ _.._ __.__.._ _ _._ �:- _ II _. .. =g1111=HNil�gll=118- 1-1111i11111=11�p1NIIII=IIIIII=1i111_NI __: I IIIIia1111=IIIIII=111111�11111�1111=�I�Q1111=111111�11111=1Niilcllll�llllll=III JQII=upll_Illlfl-l�lllil' IIIII=1m1-IIIIII=IIIIIIIIIII'll I _ - - IIII - - - - eih- 1 _ _ _ _ _ - _ - :- -�--1 -:- ": . _ _ - � _ _ - � - _ - _ - _ - - - - 1 IIII =fl - I- -IINII- - = I- - _ -I q -�=111UI_IIIII IIIU[=�1I I - - I- � - �� ul= I-IIIII IN _I N IIII _IIIII-I III-1�=IIIII- - II��IIIQ�=1�=111�� ! � -- IIIIIII-HI�IIHIIIllllf�llll-IIII�IIIiN-IIIIII-IIIIIIIIIII HIII=iIIm I' =NIIHIHIIII II=1N 1=m1 !11=IIIIII= III=11111E--IINN=IIIN=IIIN=11111�p1111=11Nfl�IIIII�IIN=QIIII�IIHII-111�-11Hi----r1111=(li(11=111fli�lll JV-LIV-WL �l-_ � �1Vn 1�1-J.�J� �V = - - -�11L e ..� �L - _ _ J. _ 11 � _�ILI _ L _ — _ _ _ ��__((jj�� I - _ - _J_ - — — _�_ _ - - — — — — — _ _ — _ — — _ — _ — _ _ _ — — — — — - - - _ — — a = R 30 INSULATION -I =Nul=TTII�=IIIII =11NIIallllll=1111�Um�ll -mIN=1NIN=NH11=11m1=1111N�N 1_NIIII-qll l-1 -Q 1= _ _ p_ =y s IIIsI� fII- =1 a = '�' � s _ � �s�= - _ _� - - - 1= _ - - _� - �_ _ _ _�_ - 16 J. � UV ILILN IJII-1Nm=1ml IINICIIIIf=1N-ill mlCom HNd Ifd ..:_: _ mCl I�_lu(�rggN1�NNI=1mlf=mm_IT�IIIII_INmQ I N-'1_mii-IIllil=N I=11 NIII- IIII HN alb u 1 I u =N °Im1NIh�mH1-1Nm=1lll1=II III�NpN�i 11�Nm_Imi_um1-111m�NNL n( Nm — _ — I —�_ — — I- - - - _ _ - _ - - I BUILDING SECTION # 1 :._ a = _ _ — _ _ _ — — 1 — — I= =Ifl_IIII h HHis IN Ul I I IUIINILilmIllllll=IIII�NIIII 1 W111 l=1�( IIm INd I rn=I fi�aTIii1611=1 I I IINII-III f=pllli_I IIIII II=IIIII Ime i IIIIIIIHhIII NII=ml�lm i� _ s lI - _ - - - - - II =11- - _ = 1= I = - - _ _ _ _ - m _ -�- � - I. J � _ _ J L - _ _� NHulmnmlClNm_HI�mN01NIIJmH-1NHl-mOHHI-1Nm�m ml 6111 I I I I �I NH Im(�NN=Im m1=1NNC]lIN Hd�Nm H�Im N _ H NNIICIIIN�NN III — — — _ - _ _ _ — _ _ IIII — — _ _ — — — IIII — — -- Ie--� L — — — — — —I—� — J — = c�=--�_ o�_ — _ a o e = I _ — e,�, _ _ _ _ - - _ := ml 1=nIlt II=Inns-1 e _ _ — _ _ _ _ _ _ _ _ — _ _ _ _ _ — - IfiN�Tuf�lld INI=ImN=IITif�mlllsllm�lill-IIN�p1111=11N1�11111=1gm=1�1=11NILIIIQ=IIIII=IIIII=H1111=111H_III -1Qq_IIII=IIH _ - =�1-= _ - - _ �o - _ _ _ - - - - - - - - - - - - - - - -�_ mom- - -���-��� �- _ • _ .)_ _ L L _ _ _ _ _ _ NII F I I-III IIIIII-IIIN=IIIII�IHN�IIII_ :._ m1—n —In = = 1n lul n=nlnl=llllll—IIII IIII=IIINI=gull-11111�11111=INIII=NIII IIIIII III-I��III I I I lllallllll= III—IIII�iII ITllll�lllll=IIIII=p111f—IIIIN—IIIIII=111NhII II�IHIII_IIIIII_IIIIII-11m1-11�1=11pN= IIII=NHII=IIIIII I _ _ IIII - - - IIII - - cs1 _ 11 �L�.N.1 dJ1 �LJi = _ _ _ J-L : � _J = .� �-Ill1n-1� _ - - - �- - - - _ _ - - - � — 11= IIII INI=1 I- 1=11 - _ - -I I_ _ _ _ _ - I- - - - - - -� _ _ - - - - s sue= _ _ - -� _ - - _ - - _ -�_ - _ - _ - - - - - _ - J II M II IN II II-III 1 I IIIII INIII_II E NIII IIIIIIEIIII-IIm=11111liiiiillgr - ffilti 1irIPI1=_I f-IlT IIT1II i-IIII III IlT=lmll=ll Q�111111=IIII:_._ I I III-11= 19Ill _ I=�1e N I-mm II fIIlE111111 Illm NN EFIENilll IIIIH N 17= 11- p I I IlIE I II-IIII I NI=1 `IIII I N _ I H I I=II IIIpNIII -miiim III= NI�NdCIIiIN=mHI;-liQIlll-Null= =NN I L—LIN � _ LN L _ J L _ _ ' _ - - - - - - _ : u� �i � - - - - —I�u=� —u—_ I>_ -�i-�-_ - - — - - - — �IIIi�ItI�IfNT(�Nllp�lill�-I(IIUIsVUT Illltl�l�ll-If�i i�IINI_1UII ®_ III lmI=111111�111111-mIIsQNIi-IIIIN=IIIIII-IIIII=111111�IIIm�f 1111=1111�iIpI�11Ni� 1= IN=pH - IH�IIHI�IIQ�' = I=p111-1NIf�G111=1N =1pm=ITill IIU IN1=p 1=III I I �tIiIQ_ - 11= III= IIi=INT�1 I =p -IIU =1iIId�fIII�IIi-1i�111---Ilpl �ml��-"gyp I-TRH -I - - I -i 1=1 = - I I �III�� 1'1 EXPOSED CEILING E - I _ J. - - -L_ _ � 11.1-Ji�1 - Sl � II 1 � I-IJUI= N= �I 1,=p 1=111 IIII_f�--f _ III= Nr✓ 11 al N mm 11IN=1 1_I NI= I1IC Ip�l II SIN IIIIII III=111111_IIIII=IQI 1=11HII�111 I�IIIIp=llNihplll�pNll=i I ii�ll I_IIU-ll�p I-111u1-1 I I=1�-p NI-HI a NIII-dull-lulu IIII IQ -IINL-HII I�IIIId=111111=J�lIIIIII=(IIIII-�l{III - II-IIIII fNN- =-' I I � � � I �� {� _� 1 � IQ _.-. _ _II Ip=1NNl_pNl pII�IIIN=mII=111N�IIIIII�IIIN=INIII�IIIIi�IUIIJ1�1�1�ml�Nllll_gl�11=111111=1N111=Nm IIUII=1111f�11ITI-IIIII=INN�111111=IIIIII=11m1=11m1=NINIaIHllhl NII=mII=H N�IHIII=11NIi',�=1III�UII�gpll�llll IINI=11111�IIgll-IIq-IIII I II�-j I-I d II I Jll L J f . L L �111� Im= III=Hill-IIm-IIIII= II[-fllll=111m=IIII=IINh-�IIIId�11111=1N-Ill milli IIIII=111fIL- 1=1 111 III II[n�lllll_IIIIII-IIIII=111111a p111=11N11=11m=INIII=1HNl- IH lll�llitl�ll l_II UL-� I _�I_ f I �- - -� - =I I - -�- - - -�-� IL _ I� _ _ � � _ _ _ L ,: ,�J I Im�HH_Illq_NNIICIIIdSIIIICIIINCNNI-11m�l-INL-Ilm�dlilf-IIIIIL--1HId=1diC- IIICIINN�IIIII_IfiICNITd-IIII-IINICIIIIN NII I _ NI Imp�ml NIH=11111 Ilml IIIII�IINI=fIIIHIdN�IIIIi�NNl�llll�mll IdN�i IUIIHI—NIII—Ipll�lllf- = II- II=IIII-IIII=IIIII IIIIInfl II fl =11 = _ - - - - - - - - - — — — — — - — — - — _ - - - - - - — — - - - - — 1= _ - - - I I II m I Ii I NIIII=II Ilt�lill�IINIaIIIIII=IIINI=flHI aIIIN=IIIII Illif-IIII( qll 11 Ill=11Q1_IIIII=illd=�—UIII�I I — -Q = I= _ - �- -I� - - �p�� �( � � � � � fl (Clio-III �JHIII=11111�UNII_Illllu IIITUJTIiII�UIH=IIIII�IINU_IIIIII UIIIIs111111;=1U1U-IIII=NII=Null-IIH ICI IIII=IIII= II L- III=I IIII=IIIIII=IIIII�IIII I-IIIII_HIIN�IUII IIIII IIIIII I NII=1111N�IINI-Illll�llllllslld -III =11 I )pill-IIfl=ill =Ilp�llllll-IINII�IINI_mII=IIN�IIIIII_IIIIII�INII=11111E-IIII IIIII IINII = L L1 - L - = - J - - L - = - _ - 1� 11J.12 - _ - � LL1 - - L - - - r= �- - - J -III - - - _ - 1 � T iIII=pIII IIIIN-IIIQ-IIIII---IHill�ll-I a I = IllPml =91N=NII=III 1=11m=111m�11111=IIII=IIII=mN�11111=11N=11111=11dN= - _ _ - I - - - -IIIN= _ - - - -111�11= - - - 1= = II- 1= III= I- _ _ IIII= _ =IIIII= - _ =111�1= 1=11p = _ - - _ I1= _ _ _ _ c 1 g R 10 RIGID INSULATION 1 4 7 �I—� 1 r_ _J �J _ Il it ae M1=u� g- p�- -uuua_ �u-uuu lugr - uIIPIN u� AL-- -_ u� I _ _ _ u r"- --g �I�= 0- i2 J = uuur--_ u u>��I�1E-011 u— Ill N ll01 E1=ITT= 1=illimo fim= =11 m 1= 111wil , II-aiisllNl=�N= eIm�-ITHmpl=Illy =MIL-pl111 11)A-11111E =111111---Ilnfi = - - = 1= =11NI�nl=1�l--- II-II�i mosilll-1-1filso I�T�4Jl _egf- = I= _-11MIINN = 1 =11 = -Ei_=_ 1pe -w1i�1=IINIdmisImi=1l11 NIILlllll€-gran =11�1--_Imli�llm mil s ou =1Il- isIII =11 = __ � J � 1 _ � _ .II � �i _ illi>= � � � I I _ m�l l _m �11 IINII=NNI�1mN_Nm1=1Nm=mm�i l=lmu_I11=ml1_NIHL-mm=1 u111=1111=m m11=1mN_1 -d - NNslm _ m NNCINHCHNd mlfCmll'=111NJ=NNu-IIIIN- H� =Iffl_uN m d l_ I � � � �j a 11=TI_III Q�NIIf=IIIHI=QIII�IIpN�lllll=IIII 11=pIIIIJIIIp�lllll=11111(�il III=IIII JIIIII=I�I=NIIII=1111N�IIII=IIII=pll U=111111�11 I=1UIi=1111e11111m111111=IIIIII-IIII_IIIII= Ill�lllmsll I=1NIN=111111=III 1=11111E NIII=11111��N�IIN =--JIIIII_IN I_ IIFI IINJ IIIIII I_IIq�IinN=I - II _- _-_ _- - - IIII - - - - - - - - _ _ _ _ - - -_-_ -_- - -_ - - III= III iSNEIIIII IIIIUIIIH�Ilfll=l�=flllll�llld�lllll'�IIINI�dmI=HIIII=IIIIII=� II -IIIN- I MIT I I t_ _ i _ = -111�m11_ Ild�llll IIIHI_IIIII�111111=IIIIII=INIII=INIII=IINN=IINII_IIIIII-IIII=IIIIII-IIII III-II IINII=111111�NIII-1111�IIHII�IIId=1N111=11111�Nllll�lll -NIII=IIIIII=IINIIINIII=1pIII-111111�dIIICllllll']d11611111aIiN11�111111=11111EIIIII=INIII-NIIII=Illd®IIIH�pIICllll IIIIEIIIId=III=111NL=llNII=IIII =INII=11111�NIIII�IIIIII�IIII�INIII= IIICiIHNc111111=IIIII-IIIIN-pTl- I III_ tL _ u� u _ _ �T� LI-� L _ _-LI1 - - - - - _ � _ - _� - "BGI 1.8"I" CEILING J 15T5 - - - - - - - - 11 l/S 6000O — — — - - - _ - - -lq 11= u- 1 I _ IIII IIN II I(1-IIII�IINi=111111-(-� I flTl-lulu IIITii�lilll=uNisNpN I ITm=!111_IN ul�i�11m m Q fill F df_ � - - � U � I m _ I m= _ �I I �I - II =11=IIIII=tIIm�pIIL=Hm�IIINI�INI�uNI_IlfIL=111111=11��111 m_. QmiImq;-111u=NNQ-Nml=mm_III11�luU=m111_mN!=111111ENm1=mmJmN�I1m=NIm=mNl=lum-IIIIII=11TIiI=1m11=HIlu=1mII=1L=1I Ilm=1111-111Jf�111 r NIIN-mp1=11NI�luN-IIII-NNNNIm mill IINN=m1N=1N1p mm=1�-11111�mm�1111N=INIII=11111_ 1 q 20 BUILDING SECTION 1 al p w u_ Q ci z - � z ft < 12 1 ♦ ROOF HT. w di Q- K w.^ triroar .=.;��I 2 UPPER PLATE HT. `` `` V V tn 1.. iVq - m�i �IFr�Ii nillti CILVILV — -♦ I " 16 Shill =urinsim- ♦ UPPER HEADERHT. ZmIn cV m v vim... - . LitIRIKEI UPPER FLOOR Ar ♦ ♦ �. ♦ ♦ ♦ UPPER FLOOR Fi$r T=IIN=iIIIf=1im_IIIIIIm ml=IIH il_IIIIII_i i I LOWER PLATE HT. ,r _ —__ _ IIII=NIINsii I11 8 BC!FLOOR SYSTEM r ,�n !ill V1-IIINI-Hf INA-NH MILI=N II i=1NA11---I d— I = N 11=111m=opll= I�I�I 16 4r LOWER PLATE HT.um�NIIpHIIMNN17 BN-1 III Gi Elf 111 11 w _ u1- H=11N=dlil—ICIIII Mill =UIII IIII Q6 o01=IIIIII_IIIIU-IIIIN IIIIIfsllllll=111111 11111-=�(Ti1=11 II�LI�I L_„ 1,11111 !_-T! NIIIIIIN=IIII=IIN _ _- II= IiITN=IIIII=111N 11 III Im11 IIIIN=IIII=IN= IIII I=IIII 8 O wz°imim- 111� iciiIIH��NN= mm-Em_bill II [VI III�IIIIII=mNI- 111=11 INT11=IIIp=INI IIIIII-NIlfI-111J11�NNEIIIIIE-0111 MIHN�I�II EI II ee--dll fl= III �•� — ai=IIIIN IIII IIm=IIIII-IIIIII-1mI I11N---IIINI=QIi LOWER HEADER HT. NNC=rHl�iq -mN=111=IIAI=11111E111111 iN11=111H NIII 1111N�llll�=I11N N11N Nml_IpN1=NHII I • LOWER HEADER HT. z �„ (�=111 I-IIII�RIIII�11111=1111d-111H�---IIIIIIJI�N�IJ :.1'III aIIIIII lull II III 0Nllfl_I ill= I=I =IfB-I IJ Ii)=1IINI=IMII"I H111-1111L�IIC=11111-NNNCI II • - -°¢,E L IIfl --IQN=1T-IIIII=lUlli=full IIIIIJIilll-111pt=q III- _ - _ =N I L-I N - All-N- Ili=_IITI1 117 L II IIII_IIIIII IIIII-IIIIIaIIIIN®IINI IIIIII=IN I r -1 d LL o IIIN IINI- S.IEMT RIIIIII-111111E11NH IIH1=IIINI=1i-FT11111=1f MM Ngalll-1 I II INIII=NIIII=IIIIN=1pIIN IINJI�--_UIIII -(III 111 =1 �I➢ III�p11=11111CHllll=11111�u-' !" : 6 ='� °w"�' �� 2¢i MII-11 NHIE-NHI-11111 HIIII iE-6U1 -I I__r_ l=ul(N r�-=IIIII-QNN-mm mN-Nm=pgN II---J N NII�IINI=mNl-NI1N=11Im mlNud Nli (l- IIIIII IT1 lIl�i I mQ�INm-mm pH ='�� ° w 3I1m-1 =NINt-1 IIIMIE-Im1E-apN=Qm1=NNE bffl=QU -Im1=110.udlrmN NHH=fm I -�• It°°o_IIIII-NIA-111 p111=IIIII-mill-1111p �=11111 -6lllll-111N�=I I-1Li=1 IJ�I-i =�d`� �w p= I-m�If=I HIIII aMII II-EIIIII=1Hm INICN1111=HIIIi IM=III=111RIII11, IIIIII-111NI=111111=III - NII-Im=1 =11-11m5IHIII=IIIII-NIIII=IINMNIII�IIIIM-N11=11Q11-1miI-11N1Jlllfn._• ! lly IIIIN-11�i= IILITL II 11=NI =III=NIIII=11�11 11111E IIfl IIIIII=NIIII-IQ I=IIINI IIII �IIy-�jl li-�ll= HN_ I - IIII= I =fiT=IIUII=IIII=NN IIIII�IIIIN=�11=mII=IIIIN=illllla IIIII=111i1__ : o is,.... _ I l lr it �_ �1- _ - LOW -mom-Nlll_NN T HIIII JQ E 1 llIHE-fiu NIA=pNll]IH11=uIfCHN1Ci l I- !-i m= I ' =Nl�p=IINN-m11=NN 1=11TI II=ml II- IIENII 1=II -1RII=III ICI 1-1T=11IH1-1i IIiI�H�I .f v T 2 IIIIRIIII=(III1HIIImIIH1=1flliI=IIIII-ifllll=If IIII 11-IIIIIS11111=NIIII0N111=1NNI-IIIIII IIIII1=1 Im=IIN NH-I11110I IEIIdI-mICiINI1MiNl IIIdn-Nli1=1i111=1 IIIIII�-- III=I Q=IIIH=IIQII-11ll�isll IV 1 w„o IIIIIE-1111 -Null-11111E-111111=IINII=IIIII= ll!e_IlIl11111�1111- NHIE-1111H-HI11-111N19ff=1 -IIUI[ IIII2IIIII IIIIII-1111NjIm=IIII 1Wl=ll � llllal u--uo -i ll= immfl ?-� Fia5w= 11111-IIIII-11I IIIIII 111110I11=11mI�mIII-flNI Iim=Ipia-11J111�1 IIII-I N-IIIIII-IINII=I11I -IIN H Elul=IIIIIIIIII=IHflI-llIIIl iIH12IfliI-11 imIIlII l0NsHIIII=IIN-IIIN 111f ll- IIU_ . I <a = Ul=IINN=IIIIII-IIIII=Q1111=11NII iNIN=IIIIII_NIIILN�II=1111q=11-IIII IIIIN---plpl�=III_ =1�_pIIII=IIH 7II�N 11�1-11 1=m1�=INI=111111=-IIUIIaIT-IIIII= IIII IIiI-I (TIILIIII UIIII 1 . ' ww=w IIIII-Nf=IllINIIIIJIIIp1=INIII-IIIH�=NIIII IIm-N11-1I Lmilllli fl-I il-II 11hiCIIUli hlU_ ui_im HIIII m--INIII=HIIII =IIIIII=L-i =o =----- IN i=1111�Im IIII-IIfl;:' i =�� Z w F -N11-1 HIII=1flN�-JINN--EI�N-11m1=iNiU III=Hull ll-= _ = I 1- I = IIH=INIuM1111 IIIII)fl0 d111=lIIN1NNIl= =11 I=ftll11plli— l ii _ImEm�lJ Z. zallo III _Il�d lllllf=11lIII IIIII-IIINI=1ml lllllll=fll=lll�lllll=Ilflf= BASEMENT II FLOOR -TI—D-_- _gem I= jH 1 111=lull--_�1111a11�ll llllli=1 1=111111 ®Inlll,=IIIJU�---_,II 1111=11NH„-HII- I_ _ m m „w¢L o re-mi11-1igQm11 e Illo Ip=1 NLi�IlN1=111111----NII�11Im—Hl 8finelllhllllllmllll I=IIINI=tlllll�lllll=IIIII I 1=IIIIII=11111 IIIIII=IIN _ _ �r BASEMENT FLOOR n u w w? _ — — _ — _ _ LN! _ _ — — _ — — — — _ _ _ - o I IIIm�dNE ImCNNN�I1111-1 iu0 MIll Ir N11 Imp _ _ _ L _ _ _ - NIIi--_m —TNII�IIH—dll-II=III- I I-flit-IIIIII-III- 111=IIN=11111�IINII Illmol�� _ - : . • � _ �.:r ._: ,:_� �=�, __ :, _ - - I '_� -: - - _ �--L - _ _ _ _ _ _ _ � - _ L_ _,rL. �__ :1 Il.�NHp='I u�NN��llfIII�Ilfli(�msmll-NmlaNil-_.�1��. � _a_mli�Nl"cui °�� ^� - c — - - _ - _ - s _ - c c - _ - - _ - � _ _ - i- - __ _ _. �r_ : •1-T ®.-:�lll ,. .I q. .L_ L_. _ _ _ - _ _ _ _ _ _ - - - _ _ _ �.�:-_--�'!• c e gpmw EgNll=IIQU�Nm=I�ICdllll=IIIIIIINII=�=11N1IIIIII�III = - — — — — — — —IIIII�IIIU HI�11111_N IIIIiI_IHII11gf1=111111�illll=HI IIH Hmh N -INI-I N- 1 �I = = I a a -1"� c c - _ e : 111E :�I! - I I I -I I- I- f - - _ _ _ - - - - - - - _ = 1= 1 = _ _ _ n _ _ L1 �f111 mll_m _ 2 WI -_ __ 1 I II II= I C =INIII-IUHI=1111QIla 11-=T- H HI =1r-I I=1 -di €� _IHII�mII= won — IIII — — _ _ _ — — _ _ — — - - - - - IIII L1ELN �111 IIII - - I�I I _ I -1d =II =NNll�lm(- Ili--IIIf1=IINII1 IN Eli fl- __ � � - - - - - - - - - -L �IIII�NIill�lll =lffgL-IIIII�IT IIII=mUI� IN - II=IIII=IIII�mN�11111=11111�IiITCimd�ll-m- IdCUIIIL=pNII�ITIII=pf- I-plillIII� I- -IIIIUI IIUII-IIII=IIUIIUI- U - I -� _1 I - � _ - _ - - - - - - - - - - - a 91u�L11-�- _ �L _ _Q11 I N11_Im� �I 1 1 �TI-I H�N _I m mH IINI-Nm=mlCmNla1111p=1p =1II�quNTill f�11=I 1m1 dI III�mII-llmClNlll-IINNI�IIIII-i1�1=111111=TVil-_i1T=111f1II ufH-ITIIII -m -�-m -il _ 1 °w �-_ - - �� �Ci.L _ _ _� L _ L _ I. I N I _II p�N1111=mIN�lllllsllllil e s _ _m J =1TIi�Y�lllll�llll UII—III ��—I I— _ I — — — — — — — — _ — — — — — — — — — — — — — — — - — — - — — � I=1 IL II I_IIII IIIIII-I N 1=1I I_Np-IIIIII-IIII I�IIII I - -qq - - - - - - - - _ =I _I I_ _ I I III HNI=11 III=111111=NNIIII-IIN�IIIIII�IHHI-IIII l- I IIIIIIII-UII-III- =I _ _ I _ s � _ _ _ _ _ _ - _ _ - - _ _ � T _ -I _ IFNIIII_I I11=INIII-IIIIII-HIIII_III ICINIII-IIm111111=1NIIIm111111=IIII N 1 I_ppp�IIN�IINI=N1111=N mmmlN=lmBllllhN 1_p11 I_pp�1�_(I b 1 _ _ _ _ _ I 1 1 _ U I IN IIIII=IIII�NIII=IIIIII-Illdal(IN NHII IIIIfJlllll IIII III -IIIII-IIIII=ilplEll IIr=IINI!-IIIIH=IIIIII=11111NIIII-Iliffl III=IIIN IIII=1 QII=IIIII=IINI= I-I H I- I- - - ° _ _ - - - - �� L L � ll J -�-11LI 11�.- �°° IIN=IIN�IIII IIN lu II-I - I- - - - - - - - - - - - - - �2_ I_ N Ill _IIN I I -I II =IIIIII_Illd�IIIII-IUI I111=11111� N 1=11p IINI =I 1�IIHII IIN=N�iI1111=Nmi�-ll�lf- l I I 1 II � I � � �� _ _ _ - - - - - _ _ _ _ _ _ _ _ Ell _ NZ I� � I _ LT INN I F IICfl III- �HNII=1mli- III-011-HII�ImH�IHI�NH-mu sIIIII�NHN�IINu�flfl=Im�mui�mu�N IINN-mm=TT11-1 =NN-1 NCNmI=INm_Iilr N�ilmLNn1=NII=IIIII=NN =Im 1=m s ml- I- I--- - - - - - - - - - - - �- _ � _ - - - � - - L _ � _ JN � I IHN�MIJII�i=NIHI=IHIII�IIIIL�NIIl�f1=NIiI�ILmII�IIIII�NIIN= Im 11=111 NpllI IIH�IIIIIJIIIII �w = - - - - �� - - - _ - - _ - _ — - - _ - - - — - - - _ C - L _ °, �� - =r = - - -�-�- -�IIII - - - - - _ - - - — — — — — — — — IIII — — — — — - — — � — � <� - NH�IIflN-NIIINI-Uldt=mll— I U IIII IIII�IIII_IITUI=pIIIi=llHllallllll�lllll-II INI�UIIfI-IIIINII rapt -I - - - - -I - - - - - - - - - - - - - - -I - - - - - _ _ _ - - - _ _ NH IOf�flH-1HIi�IHH-11flICll�Tl=11T T[(JI p0�IIIICUI =IIII NNIs II IN mm Im_INH-IIm�m11=11Qll�limallllll=Im�IIIIIIsi NII�IIm-IIIII=11111�fN 1=111 Nip 11=11m1Nmf=11m I -II HI�IHI1111=111H�IIHI dill=IIfl-IIIIIIIII�IITI�II -ufll-IIN= - _ - - - -_ - - - - - _ � _ - - - LNG_ _ �- - � J- L _ 1 =��)_ _ _ J _ Ilf�ilml-IIIIII=ImII_NINLNIIII_NIIf( IIII=111UI�111111111N�1111=Ill-m-iTIp-Imli-ill- I =11-IINII= mow HIII-IIIII�IIIIIaIImI�INIIINN-HIII-NIII=I - - - - - � - - - - - - - - - - - - - - - - - - - - _I _ _ _I I III HI m -111111=111H HHI-IINI=Hma111�=TITS 1fi11_ I,_pmmll puQsIINN-IIINI=iI1H_,INN IIII-lidi-dN I_ , _ _ ��_ _ _! I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ° mifi- J. 1 �N JN-_ s _ I _ � _I E I_I I _III III II �Illfl_I H_III 1=IIIII III IQdI=Im :-�I INN - I. I I[-1Nd=IIII=dll�lllll Tull=II(u=III—IIII=11 I(1=TIIII�NIII=IIIIIIII-IIIIII=IIIII-mill=I I- i�I I_ _ � I °-!NJ �J �I _�11 L _ I � _ � IN II I�ONC m�IIIIICIHHf-11110Hd1=11mL-�IIIN� =HN�IIm�pHlCllll�-IIII=III-(i111=111111=111 =111 �a -I ! U�IIIF=N111�111111=mfl_IIHCIIIII dml�IlUl=lfilll=111 IUII IIII=IIIIII=lull=IIIIII-111111=111111=IIIII=NIIII=111m=lull II- - - � - - - - - - - - -� �- --- _ a _�_ _ - - - I � �_ - - - _ _ - _ _ - 4�1 _ _� _ L _ _ EN HflH HN_mIEIIdN IIIN�NIN_li IIII=IINII II III_Ilil�Illulllf�llll II Ip�Nllll IIII II_IIN�gllll=IIIIN�IIIIC II 18�1111 I IIHII�IIIH-iIHf=1111=IIII -I mH=1 II�IXIIII�flIINeldlll-dlllL- I- Il-_-_ I I _ _ _ _ _ _ _ _ � � _ _ _ _ _ _ _ 911 _ _�I_ _ L - JI�IT=1_ IL _- _ _ -I ILNU�1111�111116111111-IIIII=IIIN>~IUIII=IIIIIJIIIII=IIUII=IIIII-IIIIII=m111=IIIII=IIIII=®-III IIIN=JIIHI=Id-mlli�ltll-IIII=IIII pull IIIIN INIII—IIIICillll—IIII ill—I � — _ _ _ — - - — — BUILDING SECTION — _ _ _ _ _ _ _ _ _ _ - _ _ �—I _ I I_ N _ N III Hm�HHI;=H =IIIII=HIII-NIII-111HC-IIffC-IIpH d=III-IIIIII-IIIII II IIII N I III_IIIIIt=IIIIII-IIIIIINU�IIIpJI II_IIIIII=IIIII-III _I. D E #2 IHII-IIIIIIIIIIH=IIIIII_IIIIIi�IIII��lllflf=IIII-IIIIH=lfllll=III-Illlfl- - - - _ - - - - - - - - - - - _ _-� _ _ _ _ _ _ LL J _ �L _ _ _ _ _ _ 1 1 _ L _ _ JJ- — —1r=1m11=1NN�pNN=Nm1=1NNf= 11 i 11—HN H IHII—Nm�INH mill-lHl1�mH=m(�ml�lml=uHl=1Hm_iflll=ml=(lilt - - - - - - - �- - - - - _ - - - - - - - - - - _ - _ - _ - - - - - -- ill _ - L - - --C - - L = _ e — �IIIIII-IIIN- I I- -�� - - �- - - - - - - - - - - - - - N_dll��ull �r�Nlu=ull - _ - - - _ - - - � _ _ - - - - - - - - - - - _ � _i�_ I I IUIi�IIIN=m�ITi-IIIIII-1111p-IIH II HII=1(NI�T-III-IIIN�illlllsllllll-mII=HpI_ Illslllld�llll=� f I I�-�- - -� _ _ _ _ - L _ _ _ _ _ _ �m _ I -III III Ill I Iill IIII=HIII IIIIC=fiIIL-INlll�ilf=111111=NIId�IIIN=-�flll I J'"' .. .._._..... ...... _ .i HII $IIIIN II MINI-III I-I H I I - I- _ _ _ - - _ _ m - _ - - -_ LI[ � L _ _ _ J _ _ _ ._.__. :: :_•. __ - � II_ �_ J I I I�-I I III =IIIIII_IIIIdCQNICNdu-fllll_IITfl�lli_-Ui li�lil NIIII-IIN=1nIIlaI�IsUlllzlllll!_INIII=11111CfIIIN-IINII=1mll_Ilm�lllll-UIIII II ICNIfl-Nlll�ldlll- IIII�=TIiI-IIIIII-NII III_IN NIIII=III(-IIINI-IIII=IIIII- III-i I I - - - _ E_ • - - - - - - - - - - - - - I >= I _ -T I IIII INI I IIIIH IIIII=INN1-IHIICmIN�NIICIilifl=TTG I=llll�IIII-pNN=III=INI_IIIIII=IINII�IIINsIIINI_IIIIICHNNJNIII _ -• - _ IJ q NIII-i - - � p _ _ _ - - - _ - _ - _ _ _ - _ I _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LI.IILL _ _ _. ��_ � �' - ll mE HIICHH IHI�HN�II HI�IIIII®IIIdCdH HII-III=11TIIIJ I II ulll_IIIN=11111CIIHIIJIIIII=IIN=IIII_NII-IIII - I�pfI=NIIN-I NII=1111H�1111-NHII=Ilm=HII�IIINI=11111LIIIII=III -1NIfl=III — � _ _ _ � �_ _ � _ _ SCALE1/4 1 L L _I. - _ - �_ Jl � lI-LL _ L _ - OWNER APPROVAL �Ndpa1NIN_HII1�I11N�p11�Illlli��lll_ NIIII I NHII II �N I_ III�Hml;=11 I =q-IIII_I 11fILiNl11 I II�NIIII I NN�IIII IIIII�HII 1=111 -II 111=IIII I�-_-_ I- - _ �_ - _ _ _ _ _ _ - - - - __-__ = a = _ f-I �_�_ _ - _ - - - - - _ _ = a = - _ _ _ I. _ [ [ T _� I 1N—I pl- L I'�I I I 1 dll _-Im m_m-IHm NHII-INH�N_ _.__._� _ -.._.__.-.__. .__....__ IINI II(1111 IlHl�muld IIllil illll�mp��Nim-pN11=1p111=Null=mllllsuNl�llm=lmll INI= IQ NII =1NIlCIImCmIICdIHC--HIII-IIIIII-(fllulllll-1 -1 -_ �_ _ -_ _ -� - -_ _ _ _ - _ _ _ _- -_ _ _ -_ - _ _ NNN � -_ - - - - :_ _ _ _._: .__.,: _ -_ -_ - _ -_ _ _ _ I. ILI _ -_ _ - _ _ _ 1- I _ TI=IIIm-IIIIN I IIl=flllll_111111=p11_II Ii I_llllll�lll I I _ III-Iml�flllll=IIIm=IIIIII-11111CNNH_Illlq III=III IIIh�UIU�IINI_ III�IifN�l - IIIN=IIINI-NIIII-IIUII�IIII-Ip I - a _ �j�_j�_ - _- _- _ , _ _ I ;_ - � _ _ _I _ _ _ _ _ _ _ _ _ -�_ _ _ _ II INd�N-ill=11m1 idlll_IIfN�lllfl=IIIII HIIII-IIIN=11d I IIII- II -I =mil I_I�II IIII s _ '' INf_ III=11111ENIIIIINII=11111==Ii�TIf1=Nl III =I(IU SH_lHll=IIIN=111111JIHH�1111�II - I-IIU- 1 I- - - - --�-� _ _ _ _ _ _ J _ - _ JI �_ _ 111� _ice fl =IINIi�11111=Ip=11111�dllll=111f11-IIIII-If I�ll-II -II -IdQE-�IIIICNN�II II�Nm=-I�IH�IHIII�IIIIHJdII = e - _ - e - _ s = = s s - - - - - - - - - - e _ _ _ _ e e = _ _ _ = e c - - _ a - - - - - s - s _ _ _ - _ _ _ _ _ _ _ _ _ - - - -NNp-111TII=1 I- I - I- -� p s = _ - - - - - - - - - - - - - - - - - - - _ — — — — — — _ - - - - - - - - - - - 1 i�f=p I NIA QNI=IQNI�III=11UII> �Iu11-111111E1U111=QHIIciIIIQ= I_H NCmIIUIIIN-l11�I=111f�im�- U��II II HIIII-IIIN-IIIIII-I I�NUIi=IIIII=Iill=IIIIII=1111N�TM-MI- II NNi - !-� - - - �� � ��- - - - - -{�- - - - - p � - � - - - - - __ L IN!!- _ � = p I _ _ _[_I� I I �iH I IIN I HF-1 HII�i=III I-= �flH1.=NIfiI�IHH�HII�IIIICfINIElllll�d I�-gill JIIHII�IIIII-11 NI=NII iII I;-11111JIIIII=11 IIL—IIIIII_ IN_Ilp— NIIII=IIHH�IIIfI�iIIIC—llllll�lilfl�lllll- I—I I—IIIN-IIIN=IIII— U— — � — _ � _ = uL J-9N u - - J _ �. _fT1=1 IIIII �pml=llim-111pJlm�lfllll=NNN_ I — — — — — — — — — — — — — — _ — — — — — — — — — — — — —� INITIAL: IIII=I1711=—__IIIIII=IIUlf�llll�—I N — — _ — — — — — — — — — — — — — — _ — — — — — — - - - - � II—IIIN;-NII=11111�NIHCIHIN'-ll➢111—fIIT�i1T—IINII—IHN_IIIp=HIIICIINp�NI _NH_IIIIII—IINII= I s III I � I — — — — — — — — — — — — — — — — — — — — — — — — — - _ JN � L _ S_ _ IIIN II�ICIIIIE III�IHN6INIICIfldCNllll=flllH�llf�� IIIf�TI� d JIIH IIIN T(11 IiIlJ�llf�Iill IIIIIIH=IIIIII-1 (INIII—IIIIII IIIIII=IIN�pllllm IIINII Mil—II = — — — � � - _ _ — -_ _ .� _ .� �Nlll� _ L H I I =1 I III IIII I I NII IIII� Illl�llld�llll-111N�811111 —I p=IINI=HII IIIIII=IIII —INI =IIII= IN— pil I I(=111N p 11=1- - — _ —L L ll � 1 N_ _ (— � H_ Nsl I—il I_N �H _� ( I IIH IIII ilNll�lll =Idol=um E_ — IIII — — — — — — — — — — �—I — — — IIII — _ � — — — — — IINII�IIII(=1HIIL-IIIIIC�1=1111TIIII—IIINIIIII 1 �I—I — — — — — — — — _ — — — — — _ — _ — — — — — — — — — — - _ — — — — — — — rIIH_illlH NNI=IIINIsIINNJIIIHaIUIII=IIII�illll—III —III�IIf=IIIN—dm-11111111EIIIIIII—IIllil= =IINII— I — I — I � I - — — — - — — — — — — _ iJT—_ L L J I IIII NII=Ilg I=IIIII N I_IIIN�NIIII=IIIII=pllr NI H Nlill��NN=u1 I=1Nm_IN1lI��INp1Ti=mpilmp�—III- it II�Imu=1iINLTIII�I=flTli—flu—ip— 1-1m1 11-i I= I — —� — — — — - - - - � _ IIII• (L _ _-L _ _ _ —T _ J. L N iL _ _ _Il=Ill I=1 I I _ i Nmi-mm I ml_Npl=1 QI=Nu — H - 1 dim=1HH-11il�lm_IHH—Hm�INlClllld--i II II�iT�T�dl1T=IT=m1—Nm�mm-1 NN=- - _� �--� _ — _ � —L I� _ J �J-- _ PAGE: I _lI�Ii=IIHII�lllll INIIi=IIIIII-NINi=1111fl— II I I — — I� — — _ _ _ — — — — — — — - - m N III—III �f-111N�iIIIH�IHII�IIIIC II IHI=1 11=11�T�illt— 111=11 NI IIIIN—IIIII=IIIi�III 1=11NH—ulll—IIII�I�I— H—I — — — — =�m—�= _�_ _ �= I—_ _ � � ���� — _ _ — — — _ _ _ _ _ __ � J I s _I � I i _ — ul 1 U I I I I�I IINII_IImfIIIIH=IIIIN�IIIIL—INgCIIIIIL IflCflVHCIIIH NN_IIIIICNIIII�IIIII-INIIC—IIINCgNII=�llll�llll=I N�(TIsIINII�I11= _I�NIIII—II p—I I —III— � — — — — — — — — - N� _ J _ _ L �N � � — — _ � — — �_ ql—I — — II —NI— _Hl I I �1111=11�H= III—flNf—IIII=ITT=11lll�llllf—IIIH�NIH�IIHI�NII11a11m1—IIIII-1pf=N11—pNl=—IIN=11Q 1111=1 1 I— - _—� 1��- — — — — — — _ �_ _ _ — _ L IL J. — � J 1 _ _ _ I I I� I_ i C I I Tn II pll I I III� I — I— — — — — —�— — — — — — — — — — _ 11 ❑ Wl I II-=I =ill)_dlNl=Iilll�m =flll lfl—fl LTflu 1 �dlll—l 1N—Np 1—Ip q—IgNrmm_NN 1=mm=1NN_QNI—ml 1=1 �— — — �—�� � �—j — — — — — - _ fID 1 lL. � �--L� � � I�p—IN Nml�lml=1�1=I�—Hml�llld=p l iT�fllif1�11111=6Tg1=111=dpN�T—mill—Nm 1mN_mm�pm>=1mll—Nm�iNN NNN�mu—NNI�NNN=1pm NN—ImN_uml�N I—ITdclml�mN�uiL_l ml—flm Hu�dul-lmq=NH=N —,� � — I—�— — — —� � 7 NIN�L _N.I L � �� V➢ IIIII _.INIirHIII NNN—Nfl I� 1 m i f I—I Il �NNL—�IIIICNHII—Ilmf NII�IImC—mm flll s-RUN IIL dl I�IITII _ — _ — _ — E_ IIII — — — _ — — L — — — — _ 1 �1J1J� _ _ IIII — - - — — — — IIII _ _ _ _ _ — — — — — — — _ � � >� _ I -fT�il II IINI INIhIIINIapmL=—iIIIIIIINII�IIIN_I IIIN I—lu —II II=III �IIIICImf�IIIICIIINI=mII(-IINI� —I — 1_ _�� �� �_ _ _ _ >_ _ — — — —�— — — � — — — — — — — — — L —IN_� JN � _ _ _ _If IIIII IIIII=INIILsINIirNllll=Illp�plll=11111 Nilll� 8111—IN I I- 111 NIII—llm�mmE=lmN�tlHICIIHCImICfm HI©mIfCIIdCImICfmI�IHN=1m =luu N—ITN 1—fill m1i luu QNI=IIINI=1111N=Nm1�I11N—IIm=IIIII— ll— —�_ — — — �— — — — —_ LJ—I i1. � _ _ _ JI _ _ _ I I =! I I I � II �—Imll=IIN I f—Ild—fTT� I I—IIII=N V=1 �111111�11111=IIIN it IIII-IINII-IIIIII=IIQ�HIIII=11Nii�lllll= I�I HN HN_ IIICNIIICImNJIIIICIIIfll�llil= Nd NII —I I — — — CH _f 1iLIINII=lpllf— II a 1111�HIIII�IIIN=IIIIII=11111�1 II 1=1111U— — _ _� — —��_ _ — — I � � — _ _ _ _ _ _ _ _ _ _ — — _ L �IL _ _ IH IINII=ml=lmfl IINEIIIHCflHI[-1111CHmClill —ITpll JI =II =i�l I--_Nlq l�N 1=1Nm=1m�Np Im �H lrmlll=—IINIi=m11-mNl_Ilm-mm=N 11=1 m1�N� N II—�— I—�- _ — - - I � — — — — — — — _ ll _ � q I I_ I I_I _ IIII I_IIII III=iIIIN If�IICIIIIICIillll IIIII IIIIL—IIHICIIIIfI�1111H=H1111�1111—f II-1T Illlis pl NI=I IIIN =IIII I— i — — _ _ _ _ _ _ 1 iiL _ _ _ _ _ I I N If I I I III I—III_IIIH�IIIIII_Imll—IIIII=mII-III— NIL IIIN�NII1111 Em =IIII = _ _ 3 IIIII_II�II—IIII-1 1_U 1 I— I — — — — — — — — — — — - — — — — — — — — — — - — — m _ IILII HIII i_IIIIII_IIII�llllllEll il�l I IINI I=III — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ IIIII—IINN�11111=INCNIIII_HNII�III—I� 11T=1111fl—IHII=111H�111111—III III=INII_IINII—IIIp—INII�IIIII�NIil=11 I=II II I— II — — _ � _ — — - - Jl 11—IL I _ I IN�IpI II IIINI cIIIIICIIIIII=IIII=IIII NIIN-I(In�lll mINI=III(=mII=11dmI11111=1111U=II�(111=1ffH1—IIII—IIIIII-INUI_IIIN HIIIsQill(=ltlll=pill)=111�—Nlill=l�ll= — —� dry— � �— � _ - - - _ _ _ _ � _ _ —L— — I!1 L II _ � —LN-� _ �—LF _ —la I __ IL= I_pll 1 N mEflNII�mHCmN=—fl 1=HIIII—IIIIIS�iINI=ppl=uu!—Ill I=1 HFII HI=IIUN�IIIII�NmrlulH_1NN�INN=Iml�pNu L-NIINJIIIN�IIIII�IIII Nllllsllll -III - II I-II - — �� � — a —I —�����— — — - — — — — — — - - — — _ ,— — _IICIIIIIl�IIm�Nllsllllll=IINII=III —INII�III�NIIII=IIIIII=IIINI=iIH=llpll�l U=1UIp�ll—mill—lull— i=I Ill NCIINp�IIIII�IHIIU�YII�IIN —NIII=TIICIillll=l=INf�lllll— I —I —I I—II — II— II— I — I - NI—II — — — — —� I ���— — _ — —�-�- — I— — _ _ IH�1. 1 _ _ _I—_ _ 1T _ Li _ lflllITIi�I III Idyll —(� I I I I I II I Ii�lllll=IIIIII�IIIN�Illllalllll_IQII=IIIIII=H I=NI i—HQ III-I��NIHI—ImN Ifl=1H —III �61�IIIII III =III CQ I I�IIIU—IIII=IIII= I I— d IIII 11=III I=I��H—111E — — - a = _ _ _ _ � _ _ _ _ _ _ � a a _ _ _ _ _ _ _ I _ _ _ _ _ _ � �.l = �— = u 1 _ _ � _ I =1 I _H _ I_ _ I_ U �I _I I I H�11 J=11�I IIfl=1m1 Hu—Nld- ' - — — — — — — _ ,— — � _ _ — I — — ate= _ — _ _ _ milks — _ — a h m — =1 — —� — — _ —�— _ _ — _ — — — _ — _ — _ — — — — — — — — _ _IIIII-----lIIIIC-7--I-ifiT---=I�U_U 11. HN 111 111111=111111�HI¢IIIIII-HIII—I--IIIII-I -Vll ml( m miCHIIIf=IIIIH=1H111=NT L- IL=HII pQI_IIII 1111�pduJ11111=1NIN=NII�NIIII-IIIILJNIII_IIm=1 _If IINI IH=IINI-111111 UUH=11 HH =I —dIm=11HN�llll�lllll lull lllm— IiCi� m =IU= —�- - _ _ _ - — - — — I �- - _��- _ _ _�—�_�- �. -, _ -� -, _, _ _ _ mn= - �� -::._� :�: _,m1_ � ,_mn=: , �- _„ - ,_ — �cml�� _ � — — _ — ��=, :,�F= _ _ _� :_ — _ _ — _� �-m H — 1f=11��HI�I�II�HIIN=IIIIN—mN—NIN�NIIII-IIIH�IIN n I{-111�HIII IIII��IIN�fllll�lllll-IINI-111N�11111�INl-lm—�dl- 11-Ilflll�lllll-IIIII :Lil! OF: BUILDING SECTION 2 DESIGNED BY: BUILDING SECTION DETAILS J. SYKORA, GPBD DRAFTED BY: 1 1 STANDING SEAM METAL ROOF tic :321521 2 X 16 FACIA 2 SCALE 5/4x10 SUB FACIA a 1/4" = 1' U.N.O. 0 i • 3 ENCLOSED SOFFIT `. = o w I I z� 1-25-2 1 aROOF HT. Ar ', ROOF HT. 4 MANUFACTURED TRUSSES 24"O.G. 111 7 I _! 1 L• © I i El I 2� FG BATTOR BLOWN IN L I I I 6 I 111111) 1 5 �I I I 15 I I I f r, UPPER PLATE HT. r It 3 • UPPER PLATE HT O UPPER HEADER HT. 4, 0 C 6 - N. ,r UPPER HEADER HT. b R-21 INSULATION • LU PI $• -, i 5/8"SHEETROGK 110 4 DINING ROOM KITCHENI 6 „,_r , 1 �J J o : LAUNDRY GARAGE z,aa 1 1/2"SHEETROGK I IL • UPPERFLOOR 4r12 i I i III • \ \ UPPER FLOOR 1 5/4"COMPOSITE DECKING1-41 = LOWER PLATE HT. Ar 1115 c 16 ® W : N _ _ = 1=IUI=1 N yINNI-IH -i ! IQ III-111111u11111- _J�=r11111 _ III (IIII --_-iimilla , ' 1 - g 111_IINII �NW-1111H=!WII-HT_11111- .11111=NHE11111 _ - HII ' _„ _ 0 ,r.-I I_IIW1=1mIL ; i� ''r -' - =,I'J I= _ '_I 1- _, _ ���( _ _ _� _ _ N=llllll-11�p� L =1=UI _ -: s �1 li b . _ _ _ _ _ _ _ _ V �fl _ _ _ �m IIIII NNI(=Nlla�lllll¢llllll=N11J1=11H1(-11111=NIW=IIII'.:. Ti _ - N- = IH=NINf=illMI _ ,= 1161 I= q*1 �I I= IN= qll I = PT 2 X 10 DECK JOISTS $ II - ,Ili!_WIII g EIIIlll=11IIIIS =1 ll elff=111111�11111=111�1=1111T1=IIIN 111111=111111=11 III=WIII=1111 IL llllll= I-I - _ _ _ _ _ - _-= L - - _ _ - 1= _ 11 J = �l _ _ _ _ _ _ _ I I__ uI l q_ILI=11811=1m -mI-allrQ�llr l�ln� - N1N�NNC-INaL-liTIfL--l1�1-IIQhIugLlllm_oiN- =m 1=WHCHIIf�mW�111u�WN1=11 H=Hq LOWERHEADERHr. VA 111111�I=NNI- II IIII=I��IIIII-IIfill --�N1=ma= NIIIgf1�111111=1NI1=1W, QI� IIII= 6 ���- _ - - -��_ _ - - --� 11 - _ - _��_ - _ _ _ _ _ _ t- 1l9 10_ _ _ _ _ _ R I L 11N_IIIaMIIIIIIEITa_TSIIM II-III -H IMIIIIIISIII111T=III :" ADP WIII=(IIIIH MUSINIICIIIIN-IEE11II1 IIII-q,IN=IIIIH=IIIW_Ii1111_II111E.1111NJIIIII NI11_1 - 1E Nl1_IIII IiICiI-HIM(I= ME•IIIIIIMllll(JIIHMMNOIIIIIJIN Et-11ll IiIIL=QIIIEIIIIIL-IIII1WN=11111MIIMI=1IN- .E - -��_ _ _ _I - - _ _ = _ _ - _ _ _ _ , _ _ _ _ _ � _ _ _ _ 1-L. J _ _ _ _ _ _ _ _ �IIiI-III NIII�1111�11111=NU=�:,,. : i'=IIIII=llllll=11111f�IfpJJ�lllll=IIIII=111T�kIlU-tIQl-11111�=11G�111111=m NII-I1WI=lliITl-IIII[ ,,I_(fill-IIMIE- E-1111IH=111110NII l= _ _ _ - _ _ _ - _ - _ _ I_I =I = = : ;:- _ _ - - _ - _ - _ - - 11 T ulll_NIII�IIIIIIJffl_fI�IIQI-MINI=NIIII=IINII_IIWI�11111=INIII=11111�111111-Illlll�illfl_ImCIIIIICIIIin�llif1111=IIIII-ggIIJIIL_1 1 _ II�NIIII-11H8�11111=fQlU=II I=II = - _ _ _� =1 _ _ 12 _- _ _ _ � _ _ _ _ _ _ _ _ _ - _ _ _ _Z = - _ _ _ _ _ _ _ - �l 11 I N-Illllh g ll= II Qillf-IIIII�mN=IIIII-II I L-IIIIN=IIIIN=11t111=1 11 l/8"BGI 6000 1.8"I"JOISTS 16"O.G. Mellllll=-�I p�II IIIf=QIIII�HII II-IIN}= II=11QII=111111=IIINIc IIIII=NI1fi�N it-IQ I-IIN�IIIII�-JI fll�lill=11HII-III-(fl_--I N-IINIIJIIm�fIII�IIIQ1=111N1=1 m NI =IIIICUHI=1 N IIN 11= - 1= _ _ _ -�_ _ - _ _ Ti �� 1.---_. � - _ _ _ _� � _ -�_ _ � ��!-L 1 _�_ _ _ _ _ _ = ll =-L = I_IflNlmlllll N�1=111111JNN=11 �I�N=111111-IIIII-T1=111NI=IIIII=IINIIJI�II-II=NIII=IIIIH _ illia u �,HNI_aIIFile-finsiiu=NN= III 11EHIa=1HI11-1IDIMMI_11I=WNEIiul-uq1=N -2-1mH=NNu�U I_ INI IUM-ImI-IIII-INI N=WII=uml-qWl= 1 I= _ _ _ _ _ -�_ _ - - - _ -1 � _ _ _ _ _ _ _ _ _ _ _ _ _ I_ _ = J}=11191=_ _ _ _ _ �_ ly1-IJIJIJ_IIIII=11 H�IIIHI-11HIi-III=1T.�1111=NIIq�TN-III=LCIIIIq=1mN-IIII=IIIW=: BEDROOM M 3 I511111RI I1=NJ_IN=Milli=m111-1111=III0116= I II_IIIf11=Q1111=NQN=11111B -11 NIII((_NNI=11N1101111=IIII IIII 111 =I 1 TIJI 1=111111=111111-m M I =i = I= _ _ e _ _ _ _ -� $ OATH 2 UTILITIES/STORAGE _ _ - - _ _ _- _� _ _ _ J 1 = J = 1-L� _� = 1�1 _ u II�flNI 11N�1111_II -I>ulll-UIIIIllllll=NIII=llllll-INII=111JII=llllll=11m1=i[01=111111�11111=1111=IIIII-Qlf 1=pLlll. 0IIIII-111101WI-�tl-11 =1111N_IIIIL=-INI= 111_311111=1 RIMmul1NE(hill-i111 - NII-WWS-=111111IN11_IIIW=11Q11=llllll=N1111=I - =11N�m111EM ---a 1= - - = - I_ _ - _ _ - _ �_ _ _ _� _ _ - _ _��p �_ _ -�- - _ _ _ L9➢ II _ HII =�ICI=NIIII=N1(�gI11=W11-I NN1hINI Ifill ((N�IIIII�QNq=111NWQ1=1L11=gNN=1111J�1Ifl-611-. RECESSED SHOWER PAN P = b NW�WIIsime 11rat-1IIIII=11a11Nlmllmmmll_WNWJIIIIi-1NQs11m INIII=11111LN111=11111f_III1= =fl11F-M-- -1111 = IIIEniEINIF111111=IIII= _ - - =__ _ - = _per a - _ _ - . - - 13 o _ _ _ _ - _ _ _ _ _ 1 ll L _ _ _ IIIIICilllll_NflN=111J11=llllll=Hm�WNI�_I c L�=(IIIII=illfl=qNQ_m(1=HNegm WY�WI=umimrm(uNm • f=11111�11=IIIII.Ng11NIIf1=T=IIIILIIINI=NNIIsIIIIIININ=WIIIJIIII-INI=(NIN=11N-1NI11=HIW_mH1=11INI =11N=1�= _ _ _ - - _ - - _ _ _ - - _ _ _ = a$ = C = _�_ _ _ M =M1 _ _ _ - I-tE11111=II1m=QHN=INNIJIIm ml=imi=lNmSQNN_IIN1f=H1111=NIm=1m-a- 11 N Nm=NNI0Tf1=N11110 1= ml-gHl-lm N le1NH1=H111= 11 -lin1 fI01111w 11g_IIIIIE NI 111=11N11' II IE NIR UIIE11111. IIa-11IIIQE IN III=11V11=11NN=111111=llllll=g111,mW11L IIIQ=II III_ 101111-EIIIg0 I=if I l S- _ - _ - _ - _�_ _ _ - IL--- - Lam= _ _ _ _ _ _ _ _ -L =�_ - _ _ - - - - 1-LNL - - -_= !!_gQi1-11N1 II _III-111-Nm=1lfllnLill_ITI1111Q11111=11111�NNI -ILI-Nilll=IIf I�IIIIfIJTIITIIII j 'I ii,111-11NI5IN111=11=111-HIN-1mllall ll N 1= 1W�IINL-111NL IIR1111 11 =III=III=III= =NIII(-NIII=IIIIII-E1111_gIQ1=1N111�11111=11111=f11111= _ _ _ - _ _ _ _ _ _ _ _ _ _ _ =1 _ _ �_ _ 1L _y _-IJ_�--ill-LH _ _ _ _ ==_- 1 III I�fl�HIIIH-HIW�IIW=N _INI-I11iiriiiiirI_I Q f11111 I Ito�ii �ii 11LI1mI=11111Hlllll=Illifplll_ 4"GONG.SLAB - UIIhNN_WHI-11Ni�IIIII-1111fmW-uuulmq=NN11=llllll=fl11imq-NmCINNWi-r_il�flN1=fl�Lmlu-lmllum=NN1=W =1lml� m-1aNCIiTIIJ=I I= _ _ _ _ _ =I�_ _ _ METH' _ 14 w _;--_ _ _ -�- _ - - - _ -1 = _ _ _ _ _ _ _ = L JI _ - - U1 W1=IHM.11 =mi-J�If�pJII�uN�NmCll�ll� II � ETH'=m111=11III gm_WQ ii 1=1 IIf1 1I=iimisilll=1iiiii m- Iio.. I_IINIIJIiir I Q1=IIIN fIIIIIRNI115101=IIII-a I is e -- II_N 1=Im�1 111-I IRE- II =III IIIIIIE11111B 1 = _ = - _ _ _ _ _�_ _ ` _ _ _ _ _ _ _ _ _ _ _ _-_ _ L 1L 1�_�-L = _ _ _ _ _�__ NIII1=11NII�IIIi�IW=I�IIf1=Nll�11TN=llllll=111NI=11 IIIIH=IIIII=II IIII it ILIIIIII=111111=1NHI= 111111111 • IL . <' I 1 pill( NNIi-MIIIII-1GCII Nolumma_IIIII1=mIiimijI 1 NII F_IIIIII=IIHII-mill=llllll-11T=fIfIf N lliol1111=1HN1-11IIII=1N111=1111 1111=N H�il1i11=W11=IIII= _ - _ _ _ _ - = _ _ - _ -_ __! _ _ _ _ - _ _ _ =-LVl � _ _ _ _ _ - - _ _ _ _ ll J 1 =_i � NI N�II�q�u1=1�=1mJ- INI�Im�I�H�1�aL- N 111rlllul=Ili I-HN�111CI)IIULVIII=(111� 1 Tom -2- fiali 1Im1-III rfir 11m=mq�lml-mm= =11NQ 1T=i111 i1ur11Q11=g1=NNN=ill=flgl_ImIRI-ii a III=aN-fllhCT }Illq=lmlPIl =�1_MiliEl1i1=1� H1= - _ _ - _ _ _ _ - r IIQI=IIII- _L II - 1 _-�_ J 19 uff�Wll=INIII=111HI=11�JQ IIIf�INIICIIIIIT1=1�1=1111NIIIIN=111111��-I "_� \ L � L=!fNN�miCn1HL�Iql�IW�NNI=1QIll=11QII�III =m11=W1�IINII----JINN�NIIi�HN1�HII= I i_1N,1-IIq�NiN1-IIIW= 1l�l�lll -1 =NN=NHH=1N - N1=II I� _ _ _ - _ - _ - _ _ 15 ROOF DVERFRAMING - m = _ _ _ _ _ _ _ _ _ _ _ _ _ _-� _ _ _ J f111=L =-1 I =(IIIII=NQNENIII -1111LHu11-!=a1--=ql NIILgWEmN mN=NflC=i0E1Hif-Jm1=NIi. BASEMENT FLOOR ■"-- �� ���_. I"IltIIN1R172HANQ1Q11-I1 - IIH=111 TILIm1LT-iINf=iINAILIINm=g1111_tlml=gm1=N11=111� _ - - _ _� _ _ _ - - _ _ _ _ __ _ 1 _ _ _ _ _ �- _ _ _ L 1 _(fill Ism--- -lNNL-IW IT-1QIN=aif=WN=1l=1Ni Wm=1NH-Ull=111 mi=QNriHILmm=NQ --uN=11M1111-W1N= - - - - _ _ _ _ N I IIIIFIIIIII�IUN-NIII_IIII-i I1-IINII=llllll=111QI=if II I- I I-IIIIII�INN NN_IIIN�111111=1II IIL-IIN=111111�IIIII�11111T=I - - - - - - - _ - - _ _fiiG1=�NI i=Nm:- _ _: _ � _ - _ _ _ _ •_ _ - - - � �1 - �- - - - -qufi�Nm�1m1�lifiil-NTiN=ii=mu-Ni-lif" I - - .. W I _ ._. ..-. -_ .._... __. . _ _ _ _ _ _ _ _ _ (L ll@-_ _ _ 1=1 NI^IIIII-111111=T-1111(I els_III-III II - - - _ _...., .._ ,::,. ......-.� I I (NII IIIIILIHIII_ I�il�ll ITI-T I : _ . :.. ..._ . _ .__ _. . _ • .--- _._. .--- �- - - - - _ - - J-_ � _ I �NII f111=1H11�11111_ IN _ NL - _ � _ - - - - _ _ - _ : _ ._ r _ . _ _ � � I. NN_IIINCI II T�IIIII=II Iq�Nllll-IINN�I -N Ill = _ _ _ _ - - - - _ _ _ _ - - - - - - - - - - - - - - I _ - �_ _ _ 11N-II III_IIIICIIIWJT IIIIUIINLNIII_IIIII=IIIIN_IIIN�mII�IQ11=111111�INI�NIIICiIIIN- 1=1111 - - - - - - - - - - II-1ill=!IIIII-EIM-1_ _ - _I _ _ - _ - - - _ - J L _ _-C _ _ L _ L _ I1-m.11111ll=IIIII-mill=lWlinl -11111 mm=lnl-I li - - =ITNTI Q _I I - - = 1= - i - - - - - - - - .11. _ _ _ �I-flil�N 1=llllll-IIIII�N III- NII IIII-II -III - - 19 _ Wu l=IINII 11111=fmll-II =N _ �I�11 I_ _ _ _ _ _ _ _ _ _ _ �_ _ C _ LI ILWIIICNIII= HH On I - - - - - - - R 30 INS_ _ � = mCHllll I - - _ _ - INSULATION - - - III I - - - - - - - - - - - - - � _ - - - - - - - - _ _ - - - - - - - - _ -- - - - -_ -- - - LIQII-_(IIN-III I I- - - - - - - - - - - - I _ _ I (III �- - - - _ _ = s - __ _ _ _ _ _ _ _ I -IIflN�lllll 11mI-GNII IIIII Illlrll - - - - - _ - _ - - - - - _ _ - - - - - - - - - - _ =1 _I I II_NIIII IINII-III II-IQ I I_ I I1 m 1 LL. _ III-(IIIII-IIIINJHIII=11111 n III N1-1ll .1 _ I_l-l_I INIII _11111=11 III I- - - e - - - - - - - - - - I IIIIN I = - - - - - - II=IIN-llllll-I -Q I - - - - - - - - - - - I -: ' - - - - - - _ - - - - _ - - _ - - - '- - - -- - �I�IIa IIHI_�I-IIII- - - - - - - - - - - - - 1 L QI IIIII=IIIII_IIII ( _ _ _ _ _ _ _ _ - _ _ _ _ _ _ -Ll (L _ _ _ H I 11=mIN=INIICIINII�IIIII-IIII _ b � _ I I IIIN if IIf1=GRl�m=f l Nf-I I I I �� _ _ - _ _ _ . _ ._ _ _ _ _ _ _ _ _ _ _ � _ _ _ 11L _ NIN mNClm7uli 1�uui_1 I IJ q11�_ it I _ =INI fllll IIIN fill Ilifll NIII _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _N _IIQ Nlml-ml-ml� � �N I Nu_ _ _ IIC I-11_ _ ILN ll _ __ I-llllll IIINJNnI-NfN NI __.. - - - - _ - - - - - _ _ L _ L _ IlJllllf-Ilm III I_ _ _ _ I _ _ _ - - - - - - _ - - - - - - - _ - - - - - - - - - 11 - -I QII q=NHCuul�lll ill 1 iL LI q�11111=111N1_Iill I II I mN�fll 1 _ _ _ _ _ _ ��._i 111�u11umfl ml ul I I __ _ =1 _ _ _ 1J-_ _ _ Ir_N1I=mq=ilm_mN� _ _ _ _ - - - - - II (INI=IIIII TfJ71�II - I-I - -;_ � _ - - J L _ � -I_ll��q 11=1111q�IIIQ- - - - _ 1 - _ _ _ _ _ _ ❑ N _ =INIII NII -�I_ - - - - _T III - - - - II-IWII�gIN=1NUCq IIII � = II (IIII IINII - _ _ _ _ _ _ _ - - _ - _ _ - - - _ _ ' : _ _ _ _ _ _ - _ _ - _ _ -• .-W--Y.-_: � Lh� _ � II=IIIII=1Q=11 - - - - II _ i I � I_ Ii_NIIII - - - - NI II NN II_T IIII -(NIN-j_1111 illll_M-Efl-1 II Q_ __T=IIIIQ_NIII III I ��_INIII_IIIII-I - I _II II I - �._ - _ � L III I - J. L III III_Iflll N I Illf- I I - - - - 1Z IIIII=11111L11f1- N�I I_.. _ JTlla I Ni=mmu im _ _ _ � _ _ _ _ _ _ _ r_1TI= uN_�iil_m1_1 _ _ _ _ � _ 1L1 1 :, =1 _ 1N�mNI�IT�N l_II _ _ _ _ _ _ _ _ � _ _ LL J� _ - � V _II I(-NIII(-IIIIN I I III -il I - - - - - _ - - III=IIIIII�IIIII-NI -I _ _ _ _ _ _ _ _ _ __�I Ilnllll�IIIL Ill! I I=11 I _I - - - - - - -I_I-Il I q III I - i= - - - - - - - -_ _ � II IIii ill II- - (('' - - - - - >>�L L V �III_IIIIII_IIIIIItlii�l = - - - - - -_ _ � 1 u�m aW1=NmCIUNL 11T11=11 - I IIIIII=llllll=iNLm= II IIN _ _ _ _ _ _ - - - I III IWII=1fl111=1T=Ili! (III- _ c = _ = NIII(=I - _ _ _ _ - - - - - = 1_ _ :_ _ _ _ I = 1 _ -il_QIN NII I=III -III-` _ _ _ _ _ _ - _ II - - - - 1-1 -.• -- - I- lull IN pp - - _NII IIII0HHII III-it - _ _ - J- I IIIII111111 (III III III - I N= III=glli=l I - - - - T Jl� JI.J-_ C _fl�f(-�gllll-IIII=IIIII II N IIIIIUIIm�N I- NI=11 - I __ ._.. _ _ _ _ -111111=111W-mill I q Imo= - _ _ - �I II _I II=MINI-IIII=IIIN-I I = - - - - - - J�NIIf_IIIIII_IIIII NI 11.1 _ III I ui�ul f _ J _ IIIIQ-IIIN NHI 1 1: . I __ - - IL lL � 1 _ _ _ _ _ _. ._._ I I I N-flN�IIIIILNHI T-III( II _ _ �� _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _H = I=IIN ggl`ll NI_ _ _ • _. _ . _ I -I_I flCNllllJNfl I I = _ _ = o _ _ _ _ _ _ _ _ L _ I IIIFIIHII=IIIII II _ _ _ _ _ _ _ _ _ _ _ _ _ _ a = _ _ _ _ _ _ _ _._ _ _ _ _ _ I _ _ II�IIIIII-IIImClllll-Ifif (III I I_ a _ __ _ _ 1 lL II -I�-IIIII-IIIII-gull I Q _ _ _ - _ _ - _ _ _ _ _ __ _ _ _ � _ I _ IIIII I II �� _ __ _ - _ _ -. _ _ _ -�_ _ I _ II CNIIII=mNCIINa_mm-T N I _ _ _ _® _ _ lL _ _ LffTi=Qll=Illla-llllll III NIII _ _ _l I_ 1 m �m11_ mEUW W�I I III IIH IIIIIIN! _ - - _ _ _ _ _ _�N I IIlimlll I _ J L IIIJIINI IIII�INI_ =I N I _I (III 01� IIINCT=If III N I _ �j = a - - - - - - I _ , _ _ - _ _ - _ - - - - - - - - _ - - - - - - - - N-I I�IIIII gHll_I1�1 II-(NII = - - - 'L11111 pill III J. L(`L 1L I=II Iul IIIII IIN I I �� _ _ I-N I IIIIHIifl_IIIILNIIILIIIII IIIII-I I I J. _ I_ I JI I-IIIIII_Iml�Nllll-ITIif I�_ 1 _ _ �I 11=1� (IIII III I I- - - _ - _ - - - _ _ _ _ _ - - - _ - - _ - - - - - - _ - - - - - �W J L L _ J a_ ILI flII �Nl II N-II I_ J q r _ � _ L _ ur�11I- - _ -III (IIN-INIIC Wi�l1 !I = - - - - - - - - - - - - - I I I=(IIN=11(I� I - _ - - - - - - - NII IINLIIIH� IIN - - - - - - J. 1 _ L NIII-INIII�IIIIIIIQ - - - - - - - -_ _ _ - � _� q_IIII�UII>J l�uutl� II-I NI=1 I_��_�� - _ _ _ _ _ IL _�_IIII�IHN�llll -I = - - _ - - - _ - - - - _IIIII - - - - - = IIII-IINII- NC=fil��llll IIQ I- I - - - - _ - _ - _ L L _ � INIII=INIII=INIII=(IIN NW Ilq-III - - - - - - _ � , _ � - NNI IIIII(=1m_ H III -_IIN I= - - - - - - - - - If� IW�IIII=(NII I I- - - II INI 1111 llll I l- I - - -L _ IIII_WIN NIIIHMI-' ITCfI H11 II I��i_m II IIIIII�IIIII- I- _ - - I _- I - - - -LII-- _ ''a ' = Q LI III�IINI=IIII I= - EXPOSED_11 i - - - - - - - - - - - - ��- 1_IIN - - CEILING I I IIIIN_l,lll=IIIII-IIII II - - - - II= 111=111N�lITI- L NG BEAM L�� 1I=I Im�ll ll-IIIII-N IIC _ �e _ _ _ _ _ _ _ �L _ _IIIIN�NIII=llllll-NII= I 1_ LT_I NNE - I.__ �� - - - - - - - - _ I I NII 7- (INI=mil N II - - 11J. ill _ I _ N I=IIWI=gilll I I it I - - - - - - _ � _ _ J IllL NL _� = IIII - - - - - - - - - - - - - _ - - - - - _:. .. -III- II - _ _ a = - - - _N I IIIIII�IIIH_(gT=l II I - - � _ -I I JIII(�Illa�- I_ _ _ _ _ _ _ _ - - - - - _ - -III - - - - - - - - - - - - - NIN_-111II�1 NII I - - - - - - - - - - _ L _ Q-llll f=IIINIcIIIII=11 I - - - -_ _ m mfln111�1mu 1 m � _ _ _ _ __ _ _ _ _ � _ � _ � Q=-(u= i�gii_im-tNN=1 - - - - - - - - - - - ,:: _ _ � III m111�11111=NINI�HIII=Ifllfl=Ima Ilml-Q�- - - - - - - I NI_IIIIII=NWI�IIIIII-i - _ - - _ _ _ _ _ _ _ LT _(INI III - - - - II=IIIII-111 II -T= - - ICHmiliIINN_IT_IIII - JT u NI NNI_ 1= - - - - - - t)� _ NNI=IINII-lIINi-g I - - - = I N I - - - - - - - - - - - _ I= INIII= _ - - ig_HN=NIII I- - - - - IMII-IINNJNII N _QN Il _u�ii i-=N I 1 Nii_Nu� - - - - - - - - - - lL _ iLii=mi- 1- _I= � IN I - _ - - - - - - - - =INI I - - _ IT1 I i I Q1CI11N1c iln I _ITI �_ - - - f I m1aIINN-INIII==I1.� �llL _lu¢m =ml_I -1 _ _ B _ _ _ _ _ _ _ Ill _ - J -I _I Ill! I i - I- - BUILDING - - - - _ _ - - - - _ _ - _ J- 1 _ �I NI IN�IINIJIIIT!_IIN _: D G SECTION I _ - - -I J - iJl-L _ _IIIW I I= _ - - - - - - - - I HII I - - - - - - - - - - Ifl�NICIINIIJIIII II-II = - - - - - - - _ �J L I_I I ICnli I-IIIIN= I - - - - - - - _ _ _ - - - - I CNllll�llm NN-IIN - - - - - - - _ _ J L 11 _ -I=1 HII I=(IIN=III I - - - - - - - -_ _ _ _ � IIII-IIIIII_IIIIIi_T-T-(IIIII- I- - - - - - - - _ JJ _ -III I=11111�111111-II I - - - - - - L _ Iil�llll=IIIIN=111111_III -III-IIII - -- _ _ - _ �LiI--L _ _ C _II _IIIl�T=1f1111=IIN-ql� - - - =11I - - IIC IHI_NI lliiii IIII IIII-IIN - I I=lull= II�i I- - - - - - - - 1 _ L I _I I IIIII=mu=1 - _ - III _ill - - - - - - - = I I III N I = - - - I N llllll= N= ,I NI _ 1 _ [l � _�1111fC1T NH IIQ_ III_ _11T II f�lll III I- - _ _ {,:°: _ _ AIL L _ -I�I-�Q I_llllll II I� - _ J II MINI IIIII=Illlfl IIII IIII-NQI= _ _ _ _ _ �111111�Ilf�Nl-IIIII _ � IIL _ �1=1 NNII_IIImNIII I = _ � =. �li�fi- _ - - - - - _ � � fl1 _ -TI_I _IINII=111111 • -�-_ J. J I I _ III_IIIIII�T=1�11=�- III- _ u�i u-fiu _uuu=lmu- - - - - - - L _ _ �m tIIIH=111111 - - - - - - I1ll�11N. - - _ - - - - - - � _ - - - ......_......-_._.. III�H I I I I - - - - - - - _ - - - - - - - - - - _ _ _ _ _ _ _ IIIII-11111E II IIII�ITII�II I � _ _ _ _ _ _ _ - II_INQI-(IIIII INII-N - - _ L L I ILIIIIH11111H�11 II i N II I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = II llllll-IIIII INI=i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ml IIIIhI�GI_HIII-WI II I I - - - - - - lJ_ _ U IL NI LN III=NIIN III f�IIIN I I-Li1-J L N I=llllll WIII I I _ ( - JI II=llllll_�III- -11 - - - _ _ - - - - - - - _ _ - - - _ _ - - - - - _ - - - - - - tll -llllll=l - - - - - _ _ - - I -IIIIfCmm mf II-m i L _ IID m N m1�Illfull 11q I NrII,a - - _� NNI( Ilg Ill _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ lily 11�J _ I �I _ 1,=ilia_(LQ II 1 F _ _ _ _ _ __ _I II I 3 I _IIIII 1 N1H m _ufl Il it _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ s _ m1111muII-lil L9 _ _ L ralT_IIII i ml I 1 m i I ������ _ _ __ - _ _ _ _ _ _ _ _ ❑ _ _ _ iNl=gm1=,mN m i= I_ (-III - IIICIT�IIIQ I II I _ : . � _ IN �L _ I IIIIII_IIII lL I (INI I I _ 1H IICIIH _- _ _ _ _ _ _ _ _ _ _ _ � _ CL _ _ m1�Iml_um�1lllli_ _ _ _ _ _ _ _ _ _ _ �1T IIIN_IWII=II I� I I_ _ _ _ _ _ _ _ _ _ _ _ __ SCALEm�iW�t� Tii u _ __ _ � _ _ � 11-1 W=mlrmlll-Imll- - - - - - - s - - 1a _ CNN - - - - - - - - - 1 :_ _ (NNI-NIII�ONIIJIII _HII-I -- _ _ - - _ _ J. _I IIILNIIN�IIIII IIII-I I� - ��� - - - - - - - - � _III I - - - - - - - I IIII IIIII-111NLIIIIICT=T fill (III III - - - - - -L< _ - L _ �-I I I LWNI=i q-INm-q I - - - II N III- I - - � _ II IIIIUIIHI_II II IIII I I_NII=T�II - I - _ _ _ - - ill � _ -LTi_IIII�III1l=IIIII= I- _ - - - I _ IN ml - - - - - I 1 - mNI 15 - - R-10 I�miN-1If II � - _ - - - - - - 1 -1NNEINH�la111 NII RIGID INSULATION Q = Wi=mm- - - - - - - - � _ _ _i1�JL _ I�um=lam=ullu-fill_ _1 I_ I _ flll�lll =NIII=11l1R- N III :1_ _ _ _ _ _ _ _ _ _ _ _ 1 NIII =1NIICIIIIIC II-N -Il- s� _ f�, �11 �Imfrm i I - I-� - - - - � 1>L _ u_L _ -LEI _ I = IN �WI�NII= - - -QIII_ _ - _ _ _ - _ - _ _ �ILf�LI =1 1-INI� _ : _ _ _ _ _ _ _ _ _ _ _ � _ 1 - - CIINII�Illlls=I I - _ - - - - - - - - _ � = I QIIII�III�IIII-i - _ -� � - - - - - - - - _ _ - - _ _ - L IIII - - - - - - - - -_-IJ- IHNJT IfIV-NII - - - - - - - - - - - ill _ I IINil�llllc - - - - - - - - - - - � _ L J II�Wm-INIIC m lT1Tl-I IN I = - - - - - - - Q-J(-L _ = II �m N_IINIC=INIII-IIQI� I - - - - - - I_IIIII mIN-1T�T I I -II I_ I I I - - - -- _ - - lW� _ r_m_Im-11If_Nu_III�N�NI= _ L _ _ _ - - - - - - _ -f- (_III-TN NN- =I- - - - - flu i1r�ImN�lil l_NQ- _ - - NI_II III-IIQN N - - - - - - - - - L!L LQNII=il -1um- - - - _ � I - - - - - - - 11- u _IW11-i� 1 =��_ - - - N11111fLllul- I IIII=�= - L _ fL . _ -I N NI I�IIINC I� N IN_ �I I = II i=ql Inlllm - _ - - _ _ _ - _ _ _ _ - - _ - - - - ,: - - - _ - - - - - - - _ _ - - � Q IaN-IIIII=II IIII= I� - s q= _ I - - _-C _I�_I - - - 1_ I II�IIIT llfl�NN1=1mI� ulI _ �-1 � 1 mLNNll=llll mIII_ N i q�11 LL _ _N N�um Imi_ _ - - _ � _ J. _ C JI I-I11 mil-' qum i u _ _ _ _ I = _HlJ L _ _ ��gII IIN�IIIII I - - = I m N=I 11 _ - _ _(NII - - - - - L_ � Li _ NII II - - - - _ _ _ - - _ � - - _ _ _ _ - � ____..._..._ _. I I (WII- II= _ - _ _ _ _ _ _ _ - - - _ _ _ - _ _ - - - _ _ - _ - - _ _ _ _ ...__-- -III LTJ1il IIII _ _ _ _ _ _ _ - _ _ - - - - .LI-_ � _IIIII=i I _IINII III I I I __ - N llllll iIT_IIIIII (III I=f-1-IIII q l ullll II - - - _ ,_ _ _ _ _ J-ll _ _1 Il-uun I u f11- I I- _ _ _ _ - _ T_IIWi�lllll=T I�- - _ _ - - - - T _ _ m1=ImN Ill _ _ - _ - - - _ �IuflCNu If IIII l i_Nu __ _ _ _ _ � _ _ _ IL _ _u u=1�u l�mm=IiT�Nun _I I _ _ _ _ _ __ _ _ _ _ II NJ IIII- N 1I _� _ _ _ _ _ _ - - I - i I I _IINUIIIII-111NL IIIIL-ICT= I N-I - _ _ _ _ _ _ _ _ _ _ _ _-u _ 1 u�III 11mr_Il im_III I _ _ _ _ =II - - - - - IL _ I ml= I I - - - -IN lalllll NII-IIIIH- - - I • 1 - - -i I INCIIIIII_ITllll I= IIIhIIII I _ - IQQI=IItl-INN-II - m - - - � _ � _ _ L L�J. _ � _ IIIII Ilim�-I�-II� _ I _ I - I _ _ _ _ _ _ _ II I II_IIII_�I II_I I - - - - IIJIIIII=Illfl_TI-NI _fI = _ �Ii-1 _ �m_I IN I I mml-II f- - - � - - - - - - - - _-U1 _ - 111_N 11�IIIu_NNh III _ II I� I I =�- - - - - - _l Nll= _NNI(-Illl_IIITILIII _(INI I - - � _ _ NI (INN�LI I� 1=(IIN= III-I - I - - - - - - - - - _ �. ILl __ �il ilm Hl _ N _ _ _ _ _ _ J -fl N - - - - - - - - - - I ILI- !mil I =11iifl-IIIII-I I -I I- -I - - - - - - - - - - - 11 -L _ I �I a I I II-IIIm-III - .- � _ - - - - - - - - - _ JI . _ IIIII�IINI Il(TE=- _ J= - - _qN=IIIII=NIIIlI - - - - _ _ - -_ L� � NNI-Tu N _QQ �((' _ - � - - _-1 ll I 111��'�NN�ITI Its -1 - - - - - - 11 Iml=r T-allll- z - - - - - 1 z.l II�=II IIII II- _ - - - - - - _ .4 - -11111�1111�111111=1111f-IIIII (III IIIII-IIQ III _ I_ __ _ _ _, - _ LQI-L1�L � I I =1 N�IINII�HQIsllllll�i l - - - - - - - - - III I - _ - - N�IIII--II=II - g - - 1J_ J. _I IIIII- -�IHIII_I17( I - I lif III - �I III_(INI=! IIC III - - � III - - - N I N= - - III Ilhtl - ll I - - - _ - -1 T QI-NII II W_mgh=Ni_ � '� I, - - - - - - __� _L _I 1=NNI=WW=NI=I I I - - - - - l�lll HII III- � = i- - V� I III�IiIti T11f�l1 -1 = _ - � _ - - �! I IIIII_NNILIH�ilr IQ� _ �_� IIIi=IIIII I� - - � - _��iL 'ICI I It��l{--I �� � _ �I __ �� _ flf mlf-IIIIN�IIIII- NI I _ - - - - - - --Ll - - _ l_ IIIN=ill I a IIII Tll II - - � _III IIN=INII�I I- I - _ - - - - - - - I _ I IN - - - - - - _ r�ol_ll I_ I _ _ _ - - - _ L IL II =IIIN =11 - - - - - - - - - - - _ � _- - � I IIIII SIIN- N -llllll= _ - 11 v$"BC!- - - - - - - IL �NNJIIII- - - - - - - boon 1. •'I" CEILING- - - - I_ _ I = _ - - - - - 8 EIL G JOISTS- _ - - J. INIi�IIIN�VIII IIIII=1,1111- I - - - - - - - - - - � J _ III_mIN llllll-I I _ - - - - - - - - _ J I I�II11�11111=111N� NII IN -II 1_ _ _ - - - - - �L _ IL I I_INNS � (III NIII! I - =I _ - - - - - - - - _� _ N1-IIN I mill � - - =I = - - - - I(=IIN-T=NII- II -NQII 1 _ _ _ IIII=IIII-N - - - - - - - - _ it 1 _ � � IIII IIIII IIC - - - - _i- � I N - - - - - - - - - _ I_II WII N= _ - - - - II N_IT fi1T-I - _ - 1 _ IIII NII- ql= I I_ -N_�W=1 I I=III I-I = _ _ _ _ _ - - CJ 1 �=QN=IIII 1=1 �11 I Illli_Il Ill!-fll�l(_IIINIc - - - - - .._I I NIII_IIIII-1r�If IIN-f I-I-ll. IN II aIIIlN 111=1 W-I = _ - - _ _ _ _ _ _ � _ _ � _ =IIII-I INI-IIII-II II-II J _ I II II II - - - - _ I _ N � I J.J.! C _ I Iilll� II III I - _ - - - - _ lull- ill _IWC II It�lllll-IT=II = - - - - - - - _ � _ - - �I11_ = I I NJIT-(NII I _II� - - - - _ -C _ _I N=flflll NmJ1111L1f1i_I I � - - - - I I IIIII=llllll=T=QIII llllll - - - - - - 19_l _ t= -IIIIN=NNI-I -I - - - - - - - _ - - - - - - - - _ J IIIII-I - - - - - - - - _ J _ II �Itl IHH=11=11�- I � - - - - - - - - _ J _ tl_ _ _ I IIII IIIII=T-II - - - - - - - - - - - � I _III - - - - - - - - � _ L I I_ N1= NI�HNII- I I NI-I - - - _ II _ J i11-1N _lmll=NiI1hImNl =1 _ - _ - _ _ - - -IIIII= Niomm1fI--on lll_llll=W- I _ _ _ _ _ 1 � ITT (INI=11��N_mNl_I I,-1 _ _ _ _ _ II II-1111 =1fi� I III Q -,-.III �_ _ _ _ _ _ _ I I� IIII'-�T- -� _ - _I Fin -_IIIII-III- a - - - - - - _ � _ - L1�IL1 � _ IIIII-IInQ I- N- _I i - - 1 I I -- - - - - - - - - - � m - - 24"O.G. I lulllll=lln=II Ii-_ _ _ _ _ _ 111 - BE- N L J _ II (III (IIN III-III- _ - - - - - - - - 1J 111 NI N (III - _fl -INHILiIIi-NN � - - - - -N �oIIL- m_IL ll I I =NIII=IIIIINIII=1 �I= _ - - - - _ _ _ - - - - _ � L.--❑ J. I m�IQ mC I(I�I =fWu- l l_QN I _ -� _ _ - - - - - _ _ _ - - - - - - - 1 "_ „ __ -I�-iLI L �I I _ I=I IIII_IINN_I If= I- - - - _ - �" - =lm 1=NI11Cmm=lum_ulI_III r - - _ _ _ - - - - - - - - - - _ - - - - - - - - - '= - - - - - _ - - � - I=�=uNg_NWI-IIIIN=1Ifl - - - - - - _ - - - - - - - - - - - - _ - - - - - - - - -� -- - r.. _ . _ _ - o 1=11>Im INNJIHI W NNI01=-1 .WN Im Nlll.=. m INLmI1=NNNuN_I N = _ _ _ - - - - - - _I - - - - - rl_- a,- n -.� _-» =11a - I=I I= = I I Paige. - I I- = !mil - ;=Nfil= HI-. _ = _ - _ _ _ - '_ _ _ _ _ - ' - _ - 1 - = L = = J -I- = llnllllJ�m� IIII=NII_III1N_L_ -IIIrJ111N�Q11-11�N_ HII❑um�T uNL1n11 - - INN N 1 I �_ 1 1® - _ -I -I -I ® I-! :_ _ _ _ _ _ ® 1 _ c milli NNIrm1N-1Nm-Ilmt=ull11=1111q�lllllnml=ullu-Im �T'' -, I 1 I : . • _ JINN=N L= 1= _ =1 = - =NW =1 - �_ :_I !_u -Iu Q �i= _ _ _ -N�;- r 20 BUILDING SECTION 3 W 0 z o ei zal 1y cei W 4 IT w Un il- 1 1 1 1 N. e ROOF HT. ` O Q 01 ROOF HT. Qj ♦ 2,. T i 1 1 li 1 1 11' I L 1 I ' ! I l i l 3 J Di ot L . 2 41 ; 1 A ,. S 1l [1 12 W u v UPPER PLATE HT. T \ 7 R is 6 j g 15 fi & i 5 2 O Z I _�_ _ ♦ + UPPER PLATE HT. iL ti. UPPER HEADER HT. ♦ - 3 ♦ TT UPPER HEADER HT. J C I r 1l 0 tr in en I J 1 (n bl 1 $ I I I I I .1 r H GREAT ROOM DINING ROOM MASTER BATH MASTER BEDROOM q o � � III c II II � t di .=0-zt pg oz 0z0r0 UPPER FLOOR ♦ ♦ ♦ __ 13 �. . >s �'=moo la in,BC!FLOOR SYSTEM r , �jyii \ N. UPPER FLOOR s0 LONER PLATE HT. ti _.-_I■i- :�! ,� ■, 16 : �. .1. : �1.e■ .. 7 11TI,BLI FLOOR SYSTEM O =a; lir LOWER PLATE HT. akoaW LOWER HEADER HT. \ SALO 6 I • \ 1 111.11 �' ♦ LOWER HEADER HT. VVLU z$F$ g11uo CLOSET BEDROOM 1 $ FAMILY ROOM BEDROOM 3 <,_5o= 9 H I I $ ► ==two III b o wo o 0am=o ==otiw=a R wwa~LL 0?WWZ SQfCNIA 14 W00 14 Z _ BASEMENT E T FLOOR NI iN111-1T 1111�aN1 _ ; w �k _ • • o - \ - BASEMENT FLOOR . I_ __III I= -_n 0�2 II IIIgna . 1_-..1 .. _ _I Imi=Ilfl li �. � :� - ..-i. 1=. .cJ. - v=.i _ :-, : : `ter i .-..1 - � . �. . v'� i=: .�.-I: ' L:•:: L I �-IIII"_.I IJ I.i� - �,:'_ - I::� 'i.L_= II. _ �-• . i YZ- - - - �.. - - � II_ : NIL.__ - _ =I _ _ - - - - - - - - _w� _u� 1$ _ -I ;_u:1= _I - _ '_ - _ - _ _� e _ -1, --, _ �- ,:�;_��. _ "�: 111 I _ NIII(=IIII _. � 1- _i =I < m _ - - - - _ _ _ - - - - - - - I - - _ - I I - -- - -- u_ __ fu, A �I 1$ __ �l N -wall-Mil_ I =11 _ I NNI _u I f - - - - - - - - - - - - - - _ =1111 �NIIC11 II it I - _ - - - - - - - - �� mII�INN=WIII-IIII- I _ - _ _ _ _ _ - - �, _ - _ _ _ _ _ _ - _ _ _ _ _ _ _ - �h.._. _ I-II -I I - - - _ _ _ _ _ _ _1 IINa�N II-=IIII llll-III If im I_( - _ _ - _ _ _ o_ _ __ _NII tcQlm_IIN III_ NI (III_IITNLI I �QI IIIII-llllll-IIIIN - _ _ a - _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ - -- _ _ ,- _ _ _I III�gNII IIIN-Iq I- - L _ - _ �N I[�Im�NII=IINI�HIII= 1 (INN I .,2 - - �. - _ _ :II-Y. - _I _ I I NU_IIN�mq�Nll-NN NIIILIIIm=IIIII-Illaf= w - -1 �- - - -- _II mICNIIILNII Ills _ - - - _ - - - - - - - - _ _ - - - - - - - - - - - 1 _. _ IILN w _ _ _ � _ _ _ _ _ L __ I IIIII�Ilal=11111 NIII I III_tl -IIIII I _ _ _ _ _ _ _ _ _ : __ _ _ _ _ _ _ _ _ _ _ _ L 2 _ - _ _ _ � _ _. _ -ration NN�I1NIJflN I II I _ �. � _ _ _ _ _ _ • : _ - _ _ _ _ _ _ _ - - - _ _ o JL J-L IHIIII IIIIICIfllll 11111E I!_I�LIIII I•II�NIr I _, _ _ L ��W,N_I IIN�illl - -1111 NL IIIII ]IIIJT NIIII�IN I. � - IQ�u11=uW1-uN �� � _ Q,rmm�q i - - _I III_im1_HINLI1Wu I I - - - - _ I IIII=ImCllllf 11111 - - - - I I _IIII MINI=llllll - - - - - Lilll IIIIL-llllll-I I - - - __ I -INII�III sNINC I QQ I _ 1 - - - - a _ _> _-. ,._ -� - - - - - _ _ - - - - - - - - - _ - - : - I I QII�11NC-HNI�INn=III-_ _ _ _ _ T_il �INl=lglll=IIIiI-N NNI=NIII WII I _ _ _ � _ - _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ � II�IIIIIslllllrllllll=llNIIHilll�llllll=Ill--Il� 1_flml=lIIIIIIlml NIII �, NI_IIIIII_illlll IIIII C NI=1 - - _ _�-II I�Illlll�hill_IITII- I - - - - - - - - - - - - - - - III (NIL-� 11111�1 - - - - - - - - _ - I INN�llll-Ilf�llllf= - - - - - - - - - - - 1 JI NIII IIIN If- I - - - - - _- - - _ - _ I�"Q 11=1 N NNI=11T-NNE-imll= l - � - - - - - -- _ _ _ - _ _ - _ _ _ - �- 1 1 I1�111 = =llllll=111111JIIIN-IIIII=IIIN-T�INI- 11= - I - - - - - - - - - - NIIII- - - - - - - - - - - - � mllCllillE�lll = -� � - - - - M Ni01HOINIII--IIIIIL-N�im_E-iiiim-(NII-IIII Q - _ _ - - - - - - �mlluIN11=IIII N1lig.. 11 - _ _ - - - - - 41_I I_I L _NIIN-IIIIILIIINI=flli--W I _ � _• - - - - - = I - C I IIIIN IIIIL NI=IIIII-IIII- I - - - - _� _ 1>= III-IIW�WI=111� IIIUIIIN IIH �� - - - - - - - � _ �- � _ J- IJI111=11WI=111111c1 I�IiIII�HN=11111�INII-t - _ .11�_ _ . •�IIIIN=111111=N _ _ _ _ _ _ _ _ _IIIN�IIII�INI�IIIII�I ! _ - J� m�I�iIN11=NN-l_QI - - _ 1 - - IIII�IIIIIII Nq __ I, _�,,_• _ _ _ ill. _ J_ IL _ �N IImCIINH-lIIIILN -. ;_ _ _ _ _ _ _ _ _ - - L9! Itlll� IIII-Itl - _ � - - - - - - - - - - IIIII III N ...I-:. - _ . .. =:I 1 1 - - - I _ � - L_ � _ �L uu IT�Nu it m q _ _ _ __ 1 mqlm�lm 11�i1Clm,_ I _ - _ _ _ _ _ � _ I � I N ��IImLTl=1 - - - - - II=1lllll_QIII I- �_ _ _ _ ___ _..._ 1 1.1 _(INI_ III�-I illlu�IQl_ _ _ LINII=NfIN�IIIII�IIN I I-IIIIII�INII�NIII-� � _ _ - - - _ _ _ _ _ _ - _ - _ _ _ _ .._ _ _ _ _ _ _ _ L 1=111111�11111=NNN- I I_IIIIII=III-QII - _ -�_ _ - - - - - - =11r• IN I NQ.81111 11m-IIIN NIIII_IWN all Q _ _ _ _ _ _ _ _ - - _ _ _ _ - _ . _.... .__ IL _ ill= R IIIIH II Ip81IIIII0 Nm1�11111=17=1NW= I I- - _ _L 1 I I_Illllllm QII�NIII_llNNJT_IWIL IIINstlNll-ql it II _ 111. JIII Illlg�tllll IINLIN I-IIIIII�IINI_ _ _ _ _ - � 1_ _ _ _ _ _ �_ _ _ _ I 11111�11111=11111L=lllll=WNl�mlll= Illf-N - _ _ _ - _ _ - - _ _ _ - - - _ _ _ _ ��r- • - _ � _ _ lJ _ - _ - -�- HHCNII NI _IW III - - _ � - - - � _III-tlmClll IIIII IIII- - -1 , _ =I - - - - - - _ _ _ _ _ _ _ _ � � fll-IINN�IIN=1111=-NIIf=IIIW-llllll-Ilml=� 1 - - - - - - _NIII(=III Il�gli- - - - - - - - l _ _IIIII=IIIIIi_Igm IN = - - I I Im m11ElIN1 II-HII-I I - - - - - - - - I 11111:8411III IIII- II - - 11111-llllll=111P1 -NIII�IIIIN�- �� �- - - - - - - - - - - - BUILDING SECTION - - �q II-11gq=NIII-II=1c�iIHIH-IHH= II- I - - - - -L _ _ (IN-mm=llllll-I I �I IIN�IN011111=IT- 1_ _ II _ _ _ _ _ _ _ - 1 _- #4 . _ _ _ _ _ _ _ _ � _ �TIl=1IIlINN I-IIIIII�IIIII�II�INII-Nml�lllll-T_ _ --'�'�Y�� ice_ _ 1=1NII_IIIIN_QNI_IIIII1�111111=1NII�IIIN- il_ -� _ � _ _ _ _ _ _ � _ I IN.QHICIIIIN ___ _ _ _ _ _ _�Ll J_ LIIII=pill=llllll=ll-IIII=NN-Ef-fiIILIINIIQIII-NIN(=III - -- �I- ��� - - - - - - - - - - - - - - - - - - - - - - - - - HII Q - - - - - - - - - - - - _ - - - - - - - -- - _ - _ _ - - - _ _ �N =11NIh IIIIII�N - - - -I - - - - - - - -_ _ _ _ _ _ _ _ _ _ _ , __:.: : IIII�IIII�T�i i mNrlTt=lllm _ _ _, _ _ _ _ _ - _ N 11m�iIIIICINI-I - - - _ _ _ _ �. - _ _ _ _ _ _ _ _ _ � _ 111=IINII= IIIII-llllll=1111�11111�Nlll�lmll-IIII 4 t - - - - - - - OWNER APPROVAL _uW�HNhINN mN-II NH= iC111111- -I I - - - - �� I� - - - IL=arL - _ I=1- _ IT NIi i l EITI fill - - - - - - J _llfd=l N 1=1WH_NHI illll- II -INN=1m1 Ififl-I - - - - - - _ I1__ �_ _ �IIHI=llllll=NIII(=IIII i- - -llllll= I - _ _ _ _ _ � _ _ I L1 JI III�NII�IIIq�NN -IIN =III � - _ _ _ _ _ _ - _ _ - ___ _ - .. - _ _ _ � _ _ 111=111111�IINI-NNI- I llllll=!NNI-IIIr-_ J J _ J. Ililq�lllll_IWI WII-IINIC-IIIIN�HII_Ir�l IIIII I _ ,__ � _ - - - - - _ _ _ - - - - _ _ - - - - - - L _ -1 I II_ 1111=11mCIINII- .. �-: • - _ _ - - - I _ - _ _ _ _ � _ - _ _ _ _ _ _ _ - _ _ _ - _ _ _ _ _ _ _ _ L _ _ _ � L,� m_nnn 1Im_mnllflf�Nlif�llllll IIIII=IIIII (IIII IIII = ® - _-_ _ _ _ _ _ _ _ _ - - - _ _ - - - - 4 L _ � - I _ I _I _ H 1 IILNQI=NIII Ifllli II _ _ _ _ _ _ _ _ _ _ - Ililll INN=NaN-III - - - - - - - � IIIII I �NII 11T-allll=111m�11 11 - - - - - _ I I III_illilL NIII=IIIII- Ifil1= i=il(III=INN_NINm - _ - - - - - - - - - - - - - - _� _ I INMiirIIN�iiml=111f 111(aNIII- _ _ - - - lJ _ _ I- -im IIIII�To IIIN-llllll-IIN - - - - - - - - gill - -1� _ _ II�IIIIfl�IIIN IlL IIII it =llllll=lQlN - � _ _ !- Ill�m - II�I�'1NIIH-= i-_I IIIIN - - - - � - - - - - - - - - -1� _ �NIIIO � =11mCllllll- "'- I _NI MINI=11111�illll-III - - - _ _ _ - L _ _lL _I11=fIIIN-llllll= - - - - - - _AIL _ _ _ _ _ _ _III NIII=NIN 111111=1a11- - scAL : "- - - - - - - - - - - - - - 111 �ami�ml� E v - - - - - _ _ - - _ _ - _ NNIN II�IIIiJIIN�IIIq�II =1 - - - - - - - - - - - - - - - - - _ _ _ _ _ _ II HIII�IIII NII IIIIL fJIIIII-IIIIN�NiII= - - - - - - _- - - - - - - - - - _ 1l Qll = I -IHmL NW-IIII-I- I - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - � _ � IIIII=NIIIi�IIa=IIIII=III - - - - - - - - 0� III�mIILN116-11N1 JNNI�II�Iml=1 I N= i- _ - _ - - - - 111 IfII-11111CIIIQI_ Ill l�'NIIC IN I I= - - �L _ I _II Iii_ N�IIII-III -IIII-II = IIII=!III I1 - _ _ _ _ I- _ - _ _ _ 1 _ L 11IHOHNIIIL--IN -iIII_INI =nN1-iI - - _ - � _I _I I m1=111111-(INI II I ��- _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ C I I IIII-IIIIII_INNLIINI 111 I, _��p- - _ _ _=.1 _ _ �L II hIIINI_IINII=III_llllll Il III =IINI=Nlg _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -LL _ _ LL _ _ INI I-111N�IIIT=IINII IIII JIIa W: _ = o _ -�-N _ I _IIIm�NNCNIIICIIU Mil= Ill�illll I I I . . : _. _. _- - : - - - - - - - - - - - - - - 1.�- - - - _ _ _ _ _ _ _ _ _ _ _ :Ifl JItlN NII __ 111 _ _ IIII J 1=1mq�Nllll IIIII I _ _ - _ _ - - _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ __ INI �II[CIIII©III IIIN�INtl la-IT�II (INI- - - - - N�II�iIIIN-11 I - - - - - - - J-_ _QQ_IIIII I - T I -Ill; - _�- - � - - - - - - - - _ - - _ - - � - - - ,_. :_ -. _ `_., -... - - - - - -INN_ N1C�InICN1Ni II - - _ _ _ _ INITIAL: �I1 _ I I_11111,I111I1_ I -ININ_IIIIICIIIIIIJIIIN _ IN JIIIN=NIIL-1- II nIIII HIr T - - �- - IN =iNl �llllg IIII � _ IHN�IIIII-IIII- - - �L I _1111�11111�11- I � - - - - - - - - - - _�_ _ _ I _IIII �NII�III=l-- l19 _ JI W�NII-1 II Im �. -:.,- _ - - - _mil. _ 1111=11NN�Iq=m - I- - - I IIN � q NII=INN�UII -I - - - - - - I I Q I IflN�lll �Iilll -- -L I Ill�Nlll- NII -��- � - ' _ - - - - Nq-II _;.I�IINN�IIIN-INIII=III - I _ 1 = _ - - - - L =J �iIIICIIIII�INII-I - _ � - - - - _ _ _ - - - - �- - mN�INIf= N��I 1 - - - - - - - - - - -_ _ _ _ _ _ _ _ W_ Ii-IIIN(=IIII- - - - - - _ _ - _ - - - - - - - - I NII- - - - - - - - - - - - IIIII-INNS II II I - _ - - _ _ - Ill u 111�1111=IIIII_ 1111=VN �I it- _ - - - - _ __ _ _ � - NI_IIN 1� I - - - - - - - - - - - � QIi_ INI I �l IIII- _ - - - - - - �II _III�NL -(IIIII III _ _a aNlll� I � - - - - 11 _I m-=IIII (INi-NIII(-I - _ - - - III I = - - - - - - - - - - - L _ III - - - - l= IIImQII_int- - - -L IIIII fill _nTl IN- _ - J N�IIII HII i�N N- - - - - - - _ � _ I _NIII(-INI(!=11 III- - - - - = I N I �_III=NHI=11111�JIQII I I = = I- - - - - - - _ I mIIICINH=1�II I I - - - - �- I IN�IIII-IIIN - - - - - - - J I�QI I INI Ilg=INN- NfN IIII JIIH IN I - - �NNICINNI�IIII-II QI- _INII�IIIII_ I. I - - - - - - - _ I IIIIII_II N NII_ Ili _ � I Iflll�llllll_l�lllll-IIII - _ - - � __ �. IL IIQ_ IIII-I I = - -I - - - - - !ivl_ - � _ _IIIII_IIIIN I I -- - - � - _1. L _ N I1fLN II�IT-(NII - - - � - - �- I_ IIII - - - - - - - - - flli = I - - - �L _ II (IIII=I T-II - - - -II - - - - - - - - - NH�IIIH�NII� QII - '- - - - L �Nq�, HE -II - - - - - - _ � � _ _ _ Jill _ �I I II�ImN�lllli�llll� Q11= - _ __ - - - - - - - INIII_�1111-I - - - - - - PAGE:_ _� 1 IN-1ml_IIII�IINII - - - - - 11 JII Il=fllll JINN-II - _ - - - - - - IIIIfl�Nll�flll-NIII I - _ _ _ _ _ NIIJIIIII=mIL11TU-QI - _ - II IQ=111II_IIIIII NIII - - - � - �C I1�111 I�III�II - -I III 11-111Q II I - - - _ 1 _ I� Ilml��l�l- I 1= _ _L a- Ni=(IIIII-IIIN - - I - - - - 'mil_ _-C _ _WII=IIII im III N I- - - - IIflN�lllll_(tlll � _ � _ _ IIII�uW Nlll�lllll=m � I I �I IIII- - - - - - - - _ m1=111111-IINII=111I - - - IIII=NINE I_ _ I I = _ NNN NNu 11- ;.�- - IIN I I llf Ili - � - - - - - L __ � III-(�= - - - - - - - I- I I_IIIIt�IINN�lilll - - - - - _ IICT - - - L _ �IIII=1111N 111- - - - - - II IIIII=1➢11�11 IIIi= - - - - - - - - _ s = _ - _ Ll _ I IIIIN_NtlN�glll-III - - - - - - IIII_IIiIfl�IINI=I� f I � - - - - J11 _ 11�tllhllll�lll-If I- - ; - - - - - - - NN�1111 NlLllml�'I I _ _ _ _ _ -IIIN-Iq II=IIIN_ _, _ II- _ _ � _ - - I HNI IIIIL Iq=IIIII- �NIIII_II =!IIIII- I- - - - - - - � _ �1 I II II=111111=1Ni1-I - _ - -NIII NHIMMII=i�11110.I I - _ I - - IIII IIH�IIIII - _Tlfllllll (IIII g-IIIN - - - - - - 1 _ _ I LIfINI=IINII I - - I I I I - - - - - - - - _IIII I ����� - 1N � III�IIIII�H=IIp�I q - I - - .1 NNCNIII=IINI- N-WIIIIH-� . . F� UI=W I�Nit=i N mI- - - - - - - - - 1 � I-Nlllt-mull N� - a- I _ IIC � - - - - - - _ - - - = N l '-fi r_NIIH_IIHN�QN=i - I�Jlllll�llTil�llil-I it � L IN�gllll=1111q��11 - - - - - - - � _ 1=NIIII-TQTI- - I LIIIIIIJ IiITIJIIII- _ - - - - 1N=- - - � 1 _ =1illil=111111=11N Il I I - - - - - - - - -lL __ _ � _ - _ _ _ _ �IIIICNIIII_III IIIIII- 1= =_j _ _ _ _ - _ _ _ _ _ _ _ _ _ - _ _ _ - - - �L _ _ I_QN_HIIIFINIII-lull - - - _ =111NEIII11111 II 11 - - - - - - - - - - I I I I�WIII=IT N-'I-- _ - - - - - -_ _ NCNmnmI�WTu=u 1_I _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ii�ImJml�Nml=i 1 N_m I_ _ __ _ _ _ 11flnm u�mu � _ _ - - - NIII(-IIIII�S=III i _ - - - - - - - - - - - it IIH IN-llllll TI - - - - Nm-IIIIN=111111 Ifll- - - III IIILWIN_Illl I _I J �IIIII_IIIII�-111111=11gq� - _ - - - - - - III_NII Ilia - - -INII Iltll�lml 111f1�N - - _IIIII�INII�IgII I I T - _!!I-L__ _ _ L II=NNI(- I - - - - - - - - _I III�IIIIII�L-NIIIf=I _ _ N _ NIII- _ - - - - - - - - II --INIiI_Nm�NNIIJiT I = _ _ _ _ I _IINCNHI�11 1� � _ �I II_IIIII_al -I I_ _ _ _ _ _ _ L TIIL� �QII (I H _ � � I m_lm - - _ _ _ _ _ - - - - u l�IIIII_INIiI-IIIN�III IIII-II _ _ _ _ III�NII illll I� I IIII-111Q�1 _ _ _ _ _ _ _ _ _ II 1=1g11 NIII Iluf I - - - L- - - _ � - - ICI Ills INI=IIIII al i( _ - - - - - - - - � _- IIIICINtlElllll ll _ _ _ _ _ - - _ 1 J _ QN_IIIIII IIIN(=1111�4 Q- _ - - - - - - - - - - - L _ T1L m-1aNl_IIIICtl N! - - - _ _ _ _ ifn=NIII_mNcnN r _ _ _ _ _ _ - - - � lll�llal�lml=1NN�I - - - - - - - - -_ _ NIIauN� u _ - � - - - _ - - -T _ I�1=u1111=NNN=1 _ _ - - II- i - - - =1NNC111N�NIm=IIN I_N i - I, Ilii=llllll=gIQl=I - - - - - - � - � I =IIIIIIIDa I I=1 - - _ _III _ _ _ _ _ _ = I II ��_ _ _ _ _III�INII�tlIiCll Q - - � - - - q IWI�INIII_NIN-IIII I - -Ilf��_I IIN IIII=!tlli l� _ _ _ _ _ _ _ Ill _ _ _ � I=I m III- - - - _ _ _ II flIIIJT NII -III IIIIIi_IIIIII IWI�II� I I -� _ _ _ - � ill�lllll=1m11-W � _ - - - - - 1 LI I I�IINII all! (NII II L 1 N I I� HI NNI-11I r t 1-= _ - - _ Ill! _ �IIHNJII� lllfu1 I11-T- _- 11. iI_NIN=IIIII-1gNl-III - - p - - - - N II_IIIN q- IflN�T_6fl NI - _ _ - - - 1 Li r NI_NWmTIIi-1 - - - - - - - - - - �11111�T NII IIII- - - - - - �LJ _ � plll�IIII=N�= - - - - - - - - - - _ III- - - - - - - - - - - - - - Nll�fl IN IiTlI_11111- - - - - IINII-IaIIIINII I - - - - - - � _- - - _ III - - - _ _ _ _ _ 2 _ -L IIII IIIN IIC �� I_ - - - _ - - _ - NNL QNI_IT llllll (INI (NII I - � II - - -_ -11m�lmf�NN Irl�� � _- - - - - - - _ - L Ll loll I HII - - - - - - - - - I III- _ - - - - - - N _ IIIICHNL I - I - - - - - - - - - - Nlllallll IIIII - - - -I IIIN tm11111CIIIIII=111111 N - _ = IIIII-IINII III-on-2II T i - -I IN IIIIIf=IINII-tllifl i I- _ - __ _ _ _ - _ _ - _ _ HII_ _ 11 I I IIILIII I I p_ - _ - _ �I IIIW-IIIIII_IIIIIi-IIIII NII��_ _ _ _ _ _ _ _ _ _ _ _ _ �I IN INIICIHIH_tlllll I - �_ _ I _IIIIII_IIIIII IIII- - - - - J I_IIi11 itlk�lllll- 1 - _ _1 I NNI=Ilm01mOIIIH I-III - - - - - - - =1T I I�IINL�C 11�111IIIm-q I I _ _ :1 I�11- _ �Illll_ Il�mlll III N I c _ _ 11=I IaI�IIIIf=IIIIN_ � 11=flN1=JIII-lINH�IIII-N _ _ _ _ _ I _ _ _ _ -11 IIN _ 1 _1ur_NN Ic - = - - - _ 111 - - _ _ _ _ _ II Nml flm�u�1N1 11I _ Jll � _ _ I_ it N I_IIIICNIW IIIII�mi�llll INN ( f- - - - L m _I�=aNl❑Iim_I I - - - - - - - - - - - L � (III. II - - - - -_ _ _ _ _ J L _ _ LllNll- fill I _ _ _ _ _ Al 4 . _ _ _ � _ Ilm_NNII= Ifl II I- _ 1 I _ - - - - - - - - � IQ alai-Illq-III - - - -I I I� - - - _ J1 I _miisiiIIIIUI-II - - i _II IIrINfI TI-I I - _ _ _ _ _ - _ _ _ _ _ L _ _ �III =II Ill!IIII- I - lll _ IH - - - - - - - - - T I IIIN- - - - - - NIIN=IIH(_I�CNNI! III - - IIII-IIN�HINIiI - _I Q=llllll-IIIQ=111111�N - _ _ I _ _ _ _ _ _ � _ _ III�11111=INN-IIII- I - - - L _ J _ _ _�I =1nN_flNElu f-1WN-11111N=u 1 _t i II pp - - - - - - - - - - i� _ 1 I-WIN�mN=111N1=N _TLIWN_I i=Ni-�- - - s -_ _ _ � � 1l _ IIC �iIIH(�11111=mNI�INI-IIIIH-Ilrlii=lmm_NNN- - - I - _ - - - - - - - - - - �- - - - -NIIJNm WHJNm_Nllf�lll111_I1_ _ _ rC _ _ _ _ _ I N_mW NN- I LiIiTI+T=11m_N��118N�N-L ug1_lflll=Nml�ga_INS- u�111[tMIL-INN -ill= - - _ - - = 1 =�_� _ _ _ _ - - - � - _ - _ _ - - - _ - - - -LI -JJ - - - - - - 1= = = _ _ _ - - - - - - _ _ _ _ _ - _ - - _ _ _ J _ -1 _ I _IINII�imN_Nfai=il�lllll Illfl II (!IIII=INI!_IIIII mN=1mN=1NmLWNI_ N _--. 11 .N'N I�Ii-H i fi .ill f N �IHI.II[-n-I - _ _ _ - _ - _ _ _ - _ _ - - - -�- - - - III - I_ IIIII,- I- =NN - 1 - _ _ _ _ I 1 = _ LL1-_ 11N=11n11=llll�l=111N1=1�N1=111NI-NILINq-IIII II-11Wi al4 ll , TENNI=IINN�11111�111111-1111=11NII�IIIII NII�llll =11NII�mIN�ll I_NIUI�IIN11=Q1111=1N11=111 -:-III N- � i HII11-III ! I=III L = ,- 1 = = 1 = L-I 11-NN- 1= = 11�1 = !1= I� =1 - N- 1 = 1= I- !al � I!�I = I- =I1 - ,=:I =11�Ilil�ll =11- =II = .=I =1 � I- N� _ = 1.= -I � _ - =NT= _ I- I _• _ _ � 1= ill=1!lal = =11�-,u; OF: BUILDING SECTION 4 Building Sections Building Sections Exterior Elevations Exterior Elevations Engineering Info Basement Engineering Info Main Floor Engineering Specifications Storm Water Site Plan