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3622 Red Cedar Point Plan Set (2017) (002)tesrP; , 0 idvone Q^ Lake mm ewa: Regional 3b c� ,Z,m^�e r°�gacres�' Cover Fagg 1. Cover Page 2, Existing Site Plan 3, New Site Plan 4, Existing Lower Level 5, Existing Main Floor 6, Demolition Plan (Main) -1. Demolition Plan (Lower) S. New Foundation Plan 9, New Lower Level 10. New Lower Leveled (Scaled) 11, New Main Floor 12, New Main Floor (Scaled) 13. New Curage Plan 14, Roof Plan 15. Framing Detail - Section Cut 16. North - East Elevation 1-1. South - West Elevation T 0 N O O Q N CO O U) z LU Cr U Q C) Cj) D z Un O Cr Cr �r Lum U LU LU (n J CL z T T E O U E E O U �O) V ( � W Z C CO X E O < D a--� r U) r� V U CV O O o (n 0 U (D CO O CO cY) 0 � c LO U � 0Q N N (9 @ C� CO 11 T 0 N O O Q N CO O U) z LU Cr U Q C) Cj) D z Un O Cr Cr �r Lum U LU LU (n J CL z T T E O U N CD D a--� r U CV O T (n ui E V 0Q @ C� = 11 E C IE: W O U CZ -- C .s (n r Z Ce) 2 N U X LLJ Ln LO N CO CO O N .17O O Q _I O czN II _0 rn T 13 Z W cr U Q o U) o i w Cdd f:[;rl.'41�r ('CHU, LEGAL PESCRLP710iN. 3&4, oo.�k i. - ED cEDA!R FONF U&JAIEWAShITA O U O) }1 V7 p7 4 i a rsba � J)fQ�C1, Besidrnr iqVmaD h EY!S I JNG P.W.ROC'i VL°'l � U C O uid: rip 2,701-��.yi d { 7.a UtIcs W q,qr. IYafks k LY va i,55a Sq -Ft- w E I vlu.' Ho+Vfower 4.796 i 2vEa r6,a23 Sq.f?, � dt� ur 25.4z p• of irgwaver ,.ywt. )_ �, ,ems %� j 7rf` rrl fM•r5rrl s•} I 7 'I{' 4,£iJL4rj r .7LI°{r (13 51:+ �� $IMSo, ;n' dixl-k� 5.2 p PrJlli7Y li YTLt 26.2 s HOUSE � 4r i yr `FLIt•i3 �rf�J �.. L y�'�y C]�l r rea' rkk.�fu!.L7 _ r CZ 2(f) x RUB Q c L0 W Lf) N M c•7 ,;3 r;a'. r•i [10w9,' fnic X 9.s•.7 f f.v ''St}L,r a � ''-:}--f[` as G� rr.:r.,lhunx box a ~'psr d�= may - U • ,�rY.F�rES [:pnifLrous L�_-� S17' ADDRESS' .rSrruins d=h' 1a.'V sa.` °rnnrr-•c Frr: h7 r. aciume.^! ffyj fj 0, d P;MrY} 4�'� _. r. �i .-. �-r��;u O N .17O O Q _I O czN II _0 rn T 13 Z W cr U Q o U) o 0 U E O U O) W Z C co U E O u Y CD E � U C O VJ N0 r U) W � o w E U -CN Ca) 0 � M co C Lo U � U N N CD u— E co O N .17O O Q _I O czN II _0 rn T 13 Z W cr U Q o U) o O U 00 i O r�I.I_I i r CD � U C O VJ N0 r U) Z w E 0 0 < Q) w U _ u— E cz (13 Cc p LZ) F- L AA♦♦ L _ r CZ 2(f) 'O r 4) 2 Q c L0 W Lf) N M c•7 Q cz o � LL W �CO o � M z +; '1 0 `• J s 00- U )L U w o o ? "' E 0 ? m 3 N Q) _ o N m U coc m m a m 0 m mm 111 O rJ'�iii W W Z W L `V Z D ❑ ❑ ❑ N ° T 0 61 0 U- ai 150 ft. > x U)lu o 4-3 lL Z OCD c 0 W Q Q ami co c in ° o cc co m U _C\jm T � L CIOCo co wH _ + Z CL _I W y°°) 3 _ Q Q - z ca w z o U) o — N ZU)_ Ir LU LLJ LU CO � `nom az x Q) _ < Q 0 � T � 61 v 0 i d N +-• WL O U) Q� Cc Q i-J d U) N W r 0 200 ft, o z X U 0 a U `6 'L o CO CL cz 9- cu a o Q o Z) p z z F- ch 1- +- L 2 CV .2 — < c V/ Q N x if ) New Site Plan co SCALE. 1" = 20'-0" O 4— Goncrete alr Check Mold IL DINING= ROOM LIVING= CD @) c: O co 6j 13) E Concrete Repair D KITCHEN 0 LL (3) U) 0 7-5 -74*7 r I 7 (.5 (n 0 a) 0 ATH 0- Qu)) < (1) CZ U) (Y) co Lo Lo cz C(ELo 0 -0 a, cf) 2 11-0� 11 CV=3 c\j (D Z 3: L—LjI MASTER 3UITE BEDROOM #2 C' 0 U) 4) ................... ]-\ Re ............ ....................................... ........... z Ir 0 cc W LU co co LOWER FLOOR LAYOUT U) —j < 10, 0- z E 0 0) c\j 0 U) w cc U cU) . ..... ........ ................... C/) 0 N ....................... 0 (o U) co Z E 0 < @) ui U) M: LL E CL cz -0 ................. cz Cc ch w 4-0 (1) ♦ tz CZ 0 U) Fn z c) Ir 70Z C CY) L) x Lo --------------------- c\j w Existine Lower Level (Updatsd)- -------------- I]' -'r ................ co SCALE: 0,1051" V-0" 2l' 9h" �L 1 DINING LIVING ROOM `r(D 0 O L1 ! '^ —j (15 m o Ern Q u co i ) N < IGITCI-4ENo 9'S%" O D w 0 TT 6'-2v" � Demolish ntire existing garage 8 Slab ( TO BE ROOM " ° _ N Demolish a ire existing garage s Slab a n/�' 2 -IIS - W o '_gys"-Il3g�� 0 0 O I o _ _ m bo F svaeo La> co 2' -1r"3' -O a" 2'-103' - T -/a° m U CO _0 C LOO 0 N o N (n M Z~ J H /) Q SE ROOM •2 Cn ASTER SUITE P m 0 o Z O Lu cr l� W L W � UJ COCO 4'-IIYa° 16'-Iivo" 5'-IOh" 3'-035" 9'-3° 3'-1015" CIS J d z 2T -9h" 5'-8 e° 15' -ID 5/32" 2'-1 29/32" l 10, 52'-4 1/32'' y` T UPPER FLOOR LAYOUT Q 0 T s O U 0 L 6" 0 CD W L r 7 r 0 U � C vJ N O O r }, O Z ° 0 U o ¢ U wU) _" E CL czJcu O O O CcL �0 C f_ �{ L L 2 V 4 oC 70 a) czc CI) Q � X N C LO ( if ) N Ex i st i np Upper Level (Updated).co SCALE: 0,1048" = 11-0" D a I'-136° c� E TSL `0 O. U � — Remove existing deck E^1 Remove Existing Soffits LIJ z D Remove existing Window O D (Prepare space for fireplace) LL U Y (Possibility) Atrium Door M z b Remove existing closet (U) 0 - Remove exterior wall for opening to addition — I N = W^^�,, C a 0 O _ g. o Remove all cabinetry Cn O T O Q / 0 CO a) CO O Remove all flooring throughout house� Remove existing door as C LO II O Remove appliances save for duration of project use, N U m CC) (0 a) save garbage disposal for use on new kitchen sink N T O Remove all windows and doors throughout house a 1 Demolish tire existing garage E Slab CD "' Z w1 O Remove all light fixtures throughout house < J O Scrape all ceilings throughout house Remove Existing Carpet Remove Exlsting Base n Casing = RemoveExl,ung Door, b Remove Exlsltng Shelving in Claret -� `" Remove Existing Carpe Remove Exlsung Base n sing Remove Exiaemg Door, Remove Exlsltng Shelvi In Closet / -- - LL �„� Q O Remove all plumbing fixtures x 602 F Sv51D v CC�ii// yv O Remove all ceramic Floors and wall the o-------------------------- N s• -o•' O W Ir W w CO 0" U LU G O Remove all Siding t Roofing LLj U) J Qd O Remove existing Patio 16 �A T Z O Prefer Pocket Door (Site Verify) R e Existing Carpee Remove Existing Carpet a Exmting Ba,e < ca,mg Remove Exl,ung Ba,e < Cl,ing �a 5 _p `t 8 Q T Remove Existing Doors Rem a Exl Remove Exl,ltng Shelving In Closet Remove Exlsltng ting Doo Shelving in Closet 'V O Remove Flooring and plumbing fixtures in both bathrooms o 0 E existing r2O 4'-0" 3'-O" L T rw LL T U � C VJ N O O w E z c�UoaU wU) _" E Cz Demolish existing garage and stairs `z Z)0 U U) +AA♦♦ r +- L L 2 CZ W in Z CO .� T^^ Q N V/ X if ) N (Demolition) i t i on) leper Leve 1 4 Garages CO SCALE= 1/5II = 1i-0" - - - - - , -o" Remove existing Patio g'-3" x &'-o"------ I I I I I I I I Rove: Wall I I I I I I Cut opening for new 5'10" Window CSite Verify existing window Remove 4 Sw i t# Openings for o (o' Patio door lbad 9' Window *Note - If kitchen window changes, match size in dining " O Remove a I I windows and doors throughout house O Remove all flooring throughout house O Remove all I i ght fixtures throughout house O Remove appliances save for duration of project use, save garbage disposal for use on new kitchen sink O Demo existing ce i I i ng as needed for spray insulation O Scrape Ceilings in Basement O Site Verify Removal of Soffits in Kitchen O Remove all plumbing fixtures O Remove all ceramic floors and wall tile OPrepare Built In Linen Closet in Bathroom Prepare Toilet for Water Closet in Bathroom (Demolition Plan) Lower Level- SCALE: evel SCALE: 1/4" = 1'-0" existing CCS E 0 0 M E 0) E Z 0 L E E O CL �5 au)) 0 M(D CO 0 m c LO � U � N N CC) CO 0 N 0 0 Q r a II CO c/) CO W T Z ~ W Cr 0 Q 0 u) Z U) O °Cw Ir w wLU wCO � (n J d Z T T W O U �0 wlCIO 0 < C: �O U in 1 CZ2 U Cc E O 0 a� C) U) Z M U Co Cv W Ln N CO CO I I Remove: Existing Window xl I I I I 1 I I I d I I I I I I o I I I Remove all existing cab i netr I I rm I1 I / I I I X C 10 17 I / 1 I I 1 I 1 2'_0 II I I I I I I I y o I I I I I I � I � I I I I I I 1 i 1 1 GJ' 2-0 — I 2-6" � I I Im I'q7 I I 1 I x k I 1 I I I D I 1 1 1 -Demo Exisiting I wall for built -1h, I v I 1 LO S„ depth by ro, closet o ° a 5'_OII (site verify measurement) � I I I I I I I I I s UTILITY I 1 I 1 I I I I I I I I a I I I I I I ;Remove Existing Carpet Remove Existing Carpet Remove Existing Base 4 Casint, Remove Existing Base 4 Casing D ° ;Remove Existing Doors emove Existing Doors Ro emove Exisitng Shelving in loseo Remove Exisitng Shelving in Clo Lt I I a I I I I I I n I I I I I Q— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ' � I I I I I I ------------------------------------------------------------------------------------------ 51-10” x 3'-0" 5-10" x 3'-0" CCS E 0 0 M E 0) E Z 0 L E E O CL �5 au)) 0 M(D CO 0 m c LO � U � N N CC) CO 0 N 0 0 Q r a II CO c/) CO W T Z ~ W Cr 0 Q 0 u) Z U) O °Cw Ir w wLU wCO � (n J d Z T T W O U �0 wlCIO 0 < C: �O U in 1 CZ2 U Cc E O 0 a� C) U) Z M U Co Cv W Ln N CO CO :i------....3-----------------------...---------....---------...--------.....---- ...... -, ------------------- I I I I I I I I I I I I _ I I. Site Verify Location . ...... ....... 1?1 ................. O new C; ACsE m 6 _ 4a" Pier Footing at Angled Intersect in garage (Searing Po i nt) Site Verify Location Structural Concrete SII *See Eng i neer i ng layout of 4ur Poured Wall 10" 42" Maintain Se low Grade P.T. MUDSILL / ANCHOR BOLTS MAINTAIN MINIMUM 6" FROM SOIL TO SHEATHING / MUDSILL TYPICAL WALL FRAM+N6r- DBLTOP PLATE 2X& �TUDS g 16"0/C 2X6 BOTTOM PLATE 1/2" GDX SHEATHINr, R-19 FIBERGLASS BATT INSULATION 6" MINIMUM REINFORCED NC TE SLAB ON GRADE REINFORCED 48" Footing 42" Below Grade 8" Poured Wall (3,5001bs) DQ 4 D� 4 D� SLOPE FIN. GRADE . ...... ....... 1?1 ................. O new C; ACsE m 6 _ 4a" Pier Footing at Angled Intersect in garage (Searing Po i nt) Site Verify Location Structural Concrete SII *See Eng i neer i ng layout of 4ur Poured Wall 10" 42" Maintain Se low Grade P.T. MUDSILL / ANCHOR BOLTS MAINTAIN MINIMUM 6" FROM SOIL TO SHEATHING / MUDSILL TYPICAL WALL FRAM+N6r- DBLTOP PLATE 2X& �TUDS g 16"0/C 2X6 BOTTOM PLATE 1/2" GDX SHEATHINr, R-19 FIBERGLASS BATT INSULATION 6" MINIMUM REINFORCED NC TE SLAB ON GRADE REINFORCED 48" Footing 42" Below Grade 8" Poured Wall (3,5001bs) 4" MINIMUMS Q o U COMPACTED GRAVEL 04 HORIZ. REBAR ) co CONTIN. TOP AND BOT, p 9 p Foundation Flan - Garags(s) SCALE: 0.1111" = 11-0" --------------- Rebars 04 dowels 41 O.C. 05 ever( 21 Vertical Footings J 3,000 Ibs 04 horizontal 8"x18" 42" Below Grade FOOTING AT GARAGE z E SLOPE FIN. GRADE AWAY FROM BLDG �0) V W Z U D O LL -�CC a) WATER -PROOF V) D MEMBRANE Q O 42" Below Grade 4" MINIMUMS Q o U COMPACTED GRAVEL 04 HORIZ. REBAR ) co CONTIN. TOP AND BOT, p 9 p Foundation Flan - Garags(s) SCALE: 0.1111" = 11-0" --------------- Rebars 04 dowels 41 O.C. 05 ever( 21 Vertical Footings J 3,000 Ibs 04 horizontal 8"x18" 42" Below Grade FOOTING AT GARAGE O N O O Q- < a r CZ T Co O Z ~ J Lu 0 u) 0 Z U) 0 C Ir w Lu C)r- LLJ W� (n J d Z i T Q T 0 U E O U �0) V W Z U W O LL -�CC a) V) u -N O YO a. W .. Cu U � (D CO U) aD Co m � LO U � N N CD Co O N O O Q- < a r CZ T Co O Z ~ J Lu 0 u) 0 Z U) 0 C Ir w Lu C)r- LLJ W� (n J d Z i T Q T E O U 0 N + W L O u -N O O0 c3U0U� W .. Cu U) U) m u- E c>s Ir �O F- • --j C) CZ U) o U) Z M C.) Co < Q C N W � C\j t M v Concrete Repair -01 Replace Face Fra - E 0 9Y n9i T O N O O T �L IIQ— < a It cz O _0 m z ~ J W (A 0 Z Ir LU W W W j- CD W (n J d Z i T T U E �O) V cz W Z C U E O LL ami �CC C rrW` U) // 8• C�� 1. 9�� /W� O � T Y O U CO a) co m � m c LO U � N N ---- ....... sv-------------- M --�!! T O N O O T �L IIQ— < a It cz O _0 m z ~ J W (A 0 Z Ir LU W W W j- CD W (n J d Z i T T O U 6' N 1. g�� 8• C�� 1. 9�� /W� O � T 2LL J • ---- ....... sv-------------- --�!! N O T o �!----------------------"x• o • LD co 0 � o � � ----------------------- a H -1—+ O a a U (Z U) U) Z M 7c3T) Co Ln De Q C U N W Ln N New Lower Level (03-21-1'1 co ----------------------------- 6G4LE= 0.1049" = V—O" Y-6" Concrete Repair 21-03/8 0 A* C14 _ _ 3/ -6 8 -9i4 13 -9i8 II (0,45/5 S'-8 a' -s Check Mold �'- -� �,�. I � 1 I r <tLIVING I I ROOM DINING I ° I Concrete R pair i x E Q J k, I I ° V Z = O I I E �/ Iii m C� Z X V �J 0 � LL - I 1 - p O o �Ilo S o Q Concrete Repair ---- 3-10 I s°CZ .e��e W Co I I X t I I I o <1 I CHEIV 3'-9" °C v 1 1 3'-3" 3 -9" - - - - C CO z C14 _ CO LUit LuI I 1 Q- 2 _g r) 0 I I c'tl LOO WIFI C30 N I-51 U) zp Replace Face Frame° ° - _ ao _ pr �w m CD 3D �2 ----- - W w V Z) Z 10, M Ix ' 3 -10 I � — g ' ' T Q I ' I I I I I E I I I I O c.i WUTILITY L W T O r 1 ; I ; 11'-0" 2'-&" _� Q I � ; LL QCo z W r 2,-4" U) U p U� 1 I 1 J Q _0 / 12 ° ' _t I O MA5TEfR U I T E 5EDROOM 02 1 _ ° I A a) 11-63/8 � a I 1 � c4 _ Cc CZ}) O T -0 -0 a) Z M New Lower Level - Scaled � ° ° � �� 1 � Concrete R pair Q N X M W SC�4LE: 1/411 = 11-0" • _ _ _ _ _ _ _ 7____ ------------------------------------ _ _ _ _ _ _ _ ------------------ ------ ' O _O LL ,A\ ■ S cz u� CC M ° C `a) � z LLI c cz z °n z E O ami E Ell � o N v o v 0 0 v O T (D CU �� Q _0 U)a U C c co It cz _0c�LO o_0 N U CO O N M z W -1 w r o z U) LD w LUw W r- 0 (n J d Z 10, T UF'F'ER FLOOR Layout Q T 0 N O U 0 N 6 w L :3 c U- N O O co U) iiico U z U� w U O u- E 70 ° 0 U in +, 4 H 4—j-+ +� O O ZCZT U 2 U) U) z M Cc 70 0 Q U LO New Upper Level (03-21-1-1) � co N w coLO SCALE: 0.1049" = V-0" i D 0 I lie' II' -6" D 0 I lie' II' -6" S, r N 43'-113/6" 1-f'-1 13/16" 10'-3 11/16" S, a) 4'-'l" x 4'-O" 4'-0" x 3'-4" 3'-0" x 2'-0" 3'-0" x 2'-0" -A ctl I\e E Rotate 70 N cz �U Tp O E O czU E Qr � tea`' V c z c� W U Z O LL ami E N Y � O O CL cz U) c�a O Q T U C LLA CZ N cz C Ln - 70 CD N U m a) N z M J W Cl)lo 0 ZU) W 0 c W W CD W (n J d Z 10, T T E O U 0) Od W � T 2LL J U- N O = O c- Uz W .. co U) w Cl) 2: LL E cz70 C Ir �O U in +, F- U`V < S +� U) O U) Z M 7T)c Cl) Q L N X Ln W N C') M new GARAGE New Garag(s Man (03 -21-1-1) SCALE- 1/S" = V—O" c� ■ Wrn V! cz E CO LU -T— z E Q 0) V co W U Z LL O a) E N Y 0 O O CL Cl) ca O Q T U C Lo � � (Z (� C: L — 70 CD Cc N U CO N z M J W (U 10 ZU) Ocr W W W WCD (n J d Z i T T E O U 0 N + W� L O 2LL � T J U- N O O W E 0 U z X.. Q U� WVJ �LL E 70 C:Ir c� �0 ) in +, H U`V < 5 +� U) O U z M 7T)LO Q L c N X LO W M M Roof Assembly 30 year GAF Timberline Architectural Shingles 10 Ib. Paper Ice 4 Water to Code / Duro-Last Memebrane Roof or match Roof Vents and scuppers to Code 5/0" O,S,B, Roof Sheathing Engineered 4/12 Roof Trusses 24" O,C, (Std, Heel Height) (Site Verify) R48 Blown cellulose insulation Spray foam insualtion in Heels (o mill, Polymer Vaper Barrier \ 5/0" Ga plum Board New Garacis Plan Roof Plan SCALE: 0,1094" = 11-0" 14'-6" Engineered Roof Trusses I Cz E rCD v a) 0 U Cz E O) C E W •• O Z � O U— (3) 0— E E O � O � U m CO ami CO c LO cc U N N O M M Tj- O O m O >Z J QQ Cr U 0 Cn z OCL:Ir w W C) w � cn J d z T a T wl() o - Cc Z)0 U (J1 LW 4-j F- �{ 2 CV U E O U O NN O CD U C N O T^ U) W W E 0QQ) z u- E CL Cz Cz T O N O 0- Cz cz 70 CO N LU Q AO �✓ L L O C/) U) Z M C L) 2 LO N W Ln N M c7 Roof Assembly 30 year GAF Timberline Architectural Shingles 10 Ib, Paper Ice 4 Water to Code / Duro-Last Memebrane Roof or match Roof Vents and scuppers to Code 5/0" O,S,B, Roof Sheathing Engineered 4/12 Roof Trusses 24" O,C, (Std, Heel He i ght) (Site Verify) R45 Blown cellulose insulation Spray foam insualtion in Heels 6 mill, Polymer Vaper Barrier 5/5" Gypsum Board / Top of Subfloor •o .°0.0 .aQ,o .°�•o .°fin .°�•o °0•v �.°�•° .°0.0 .°Da . m .°4ro .°0•v .°�•° .°0•° .°�•a �•o .°�•o .1410 .°On D m°.°4•v .aa,o .°�•o .°Dn .°0•v .°0.0 .°0.0 .°Da .°�'D . D D D D To -P --of Footing Detached Garage Wall Assembly New 4" Lap Steel Siding (Match Ex i st i ng) Dupont Tyvek House Wrap 1/2" O,S,B, Wall Sheathing 5' 2"-4" exterior wall Framing 1611 O,C, - 211x611 Double Top 4 Bottom Plate - 211x1011 Doubled Header above all Windows R21 Batted Fiberglass Insulation 6 mill, Polymer Vapor Barrier 1/211 Gypsum Board section Cut A SCALE: 1/511 = 1'-0" Grade Andersen 10 Series W i Garage Wall Assembly New 4" Lap Steel Siding (Match Ex i st i ng) Dupont Tyvek Nouse Wrap 1/2" 0,6,5, Wall Sheathing 8' 2"-611 exterior wall Framing 16" O,C, - 211x611 Double Top 4 Bottom Plate - 2"x10" Doubled Header above all Windows R21 Batted Fiberglass Insulation 6 mill. Polymer Vapor Barrier 1/211 Gypsum Board 131-01. 111 •v .°�•o .°�•o .°�•D .°0.0 .°�•o .°0.0 .�4.0 .aa,o .a0a .°0.0 .°0'4 .°�•o .a0•D .°0.0 .°0.0 .°0•v .a0•o .°0'0 .a DP o e Dn Do Dc Do o- Do Do Do D. . 'o �•D �•D 0•D 4.0 Da d•D 0•D Da 0.0 Oa 0.6 0.0 0•D 0•D �•D 0•D �'ti �•D. •o �•o 0•v 0.0 �•o .aha Da .aha Oa Da .aim 4•a 0•D 4.0 4•a �•o 4.0 Da �•D . .aha .ada .a .ada .a�•D .ada .a0a .°da .°�'D .a�•o °.a�•a °.a0•D .a�n .°0.0 .a�•o .a4•o .ad•o .aDa .a C= Cz E N i E 0 U 0) E W X Z O < a E 0 CO M O CO U cY) C LO � U � N N O U �o U NTS 0 N 0 Q Q 0 Co C' Z 0 (1) U) z J W Cn 0 z U) 0� cr LIJ 0 Lou m LU LUU U)—id z T T L 5' Garage Door x 16' Q N Stone Veneer on Front Elevation Oft U) Siding Edco Steel Lap o Foundation (See Foundation Plan for more Information) V Slab on Grade o 611 Concrete Floor Reinforced C: Floor Drain in Garage O Ui 40" Pe i r Footing At Ang I ed Intersect 4-1 4811 Footing Cc 4211 Below Grade Q 511 Poured Wall I N O � T D CnU r` N 0 T U) C ui E 0Q� = 11 E CL Cz Cz a� o r U) U) Z M CO U LO N X to N LU CO CO C: O c� T E c� o , U CD E Q o 0) IL z (6 ® D�a Z (VI/1 T iJ (n O ` 'D 0 v Top of FoQu)) c T CO cII CZ 11 - _0 N U m cc -- N CD z Wall = 330 sq, ft co J w Window = 3(o sq. ft < U Q c North - Elevation Glazing Percentage 1151. SCALE= 1/S" = l'-O"Oz °C Cc w CO C) 0 � co J d z 10, T T Top of Plate - - O U 00 CD i O W L r 7 ro cc L r U U c TopoF-Foundation f subflooI O To�o - z ui E�� Csrade LDO Q V o ui uiy, d E _0 N cuCcp i- top of Footirc4 W ch U H +-N i _ CZ(n 'O Z COr < S70 O2 tco o Q N x if ) East - Elevation co SCALE= 1/0" = V-O" C: O c� T E a� O --- U W \ cz z — 0 L (1) ® K0, r� N CD 0 O O U T -0 Or O CZ N c�9 >+ U � 7opof Footing L0 F c LO CZ 60 w N U m T cc N N CD Z> co > J W U) South - Elevation SCALE. 1/S" = 1'-O" o w W W W 0 CO cn J d Z 10, T T Top of Plate E O U N0 CD +J O W L � C Top of Subfloor O r (n Top of Foun on z E Z X GradeO Q Qj ^ ui V, = LL E O pCL cz _0 o cu Cc �p H Top of FootincL C) { i A�♦ C�{ F- +- i L/ 2 V 8 .� r^^ Cc 70 L 2 CO Q N W V/ if ) N West - Elevation co SGALE: 1/8" = V -O"