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HomeMy WebLinkAbout51164-Z 17 �' IEiI 1� Z LICENSE NUMBER: 120369 111 Ill, ] 1111 � � � � � THESE PLANS ARE BASED UPON THE ORIGINAL DESIGN 1259 COPYRIGHT C 2019 ALAN MASCORD DESIGN ASSOCIATES, INC. lo O Z PERMISSION TO MAKE REVISIONS TO THE ORIGINAL DESIGN WERE GRANTED. BY LICENSE, TO (END USER): O V O T DRIVE 95-C" Z O 705 05 GUS US DRIVEE EAST MA ION, NY SITE! TED 1939-1407 151-0r (00'-0' 20'-0' IL jJJ AND THEIR DESIGN PROFESSIONAL (AGENT). 9'-0, t , ID'-�" 10'-�, lnLl. O ERIC J HARMON / UNLIMITED OPTIONS INC I I I I 11.1 11909 CENTRAL AVE NE d BLAINE, MN 55434 Q/ 763-390-6942 lu WHILE ALL RIGHTS TO THE ORIGINAL DESIGN ARE FULLY ! ! I ! Z f I I RETAINED BY ALAN MASCORD DESIGN ASSOCIATES, INC., THE (2)-2x10 GDR - (2)-2x10 GDR L LICENSEE, AND THEIR AGENTS. ARE FULLY RESPONSIBLE FOR -® - ---I-- --I- O� -1-- —! SUPPORTING THE DESIGN, IN ITS REVISED FORM �./ \� I �\,•// �\-•// \�,•_// prepares Y Y I I I y Mascortl re ares Its Plans careful) for use b Its Customers. I _ __ _ J - ' L___--_ 1 " L--__J ' L---_7 L—_--_J ' L—__—_I � J - L---J L— _—J L---J t___—__.J L----J However, adaptation of the Plans to meet specific state and local building codes and regulations, and specific site conditions, is the g' 6 2 (o -2 /o -2 6'-2" /o -2' Co'-2" 6 2" 6'-2' V-2' V-2' 61-2" 6'-2' I O O responsibtli ty of the contractor In addition, Mascorc will not be O responsible for any damages relating to the accuracy and overall V BASEMENT ENTRANCE STAIRS integrity of the Plans In excess of the license fee paid for their - 0 - �- m use. The contractor, theretora, must carefully inspect all 0 2x8 [UC3B] P.T. LEDGER 0 I 8" REINFORCED CONCRETE RETAINING WALL 0 j Q dimensions and details in the Plans for errors or omissions, oz, I/2"� x 4" GALV. LAG SCREWS AT 16" c0 - 4"x4' [UG4B] PRESERVATIVE TREATED POST WITH GALV. METAL POST BASE ANCHOR ON - #4 REBAR AT 12" ON-CENTER EACH WAY !n THIS STAMP TO BE DISPLAYED ON ALL REVISED OR/1WINGS 0 O.G. STAGGERED [R507.q] 12"cP x 6'-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON `� STANDARD HOOK AND LAP INTO 20" x 8" 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM r ` I P.G. FOOTING. 2" MIN REBAR COVER # MAXIMUM SUPPORTED LOAD AT -7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING SOIL (TYP-:�2) y _ N ocl, (ENGINEERED DESIGN) LL U --- --- -- -I - - - - - -- - - --- - - - - - -- - ------ - - - - - ---- -- - ------- -- ---- - - - - - - - - - -- -- 1 x (2)-2x10 GDR _ — " ------- ------- - - --- - -- -------- ---- - — I--®- - '— `V — — -® -+ -- 1 -®--I =- ®--� ! ---- = L---- � — — `V -®�-{- l2)-2xl(OCsDR I o - --- L - -- - - L-- - L - --J - - - - -- - ---- ------� - --- - --- 1 rw�e e L o 1 n GONG PLAT 1 I Eg ; _ • v AND STEPS 1 °"_ o °o 0 - 2x8 [UG3B] P.T. LEDGER 1 O t i « I I --. 5/4 WOOD DECKING PERPENDICULAR TO J015T5 1/2"m x 4" GALV. LAG SGREW5 AT 16" 1 °� ° s = E - -- - - - -- 1 DRYWELL 8i F ; O.G. STAGGERED [R507.G] 15 a r ? . s s_s is 3 LL - -- - --- - --- -- - iR1f Soh UJ001� UG�G 1 1 EMERGENCY ESCAPE 1 1 L_I 1 8 r s `°•MW g v n AND RESCUE OPENING [R310] I U ��----- cp 1 - I oa�It sg g r ANDERSEN 100 SERIES WINDOW 1 I 1 1 p 1 �' + I IQ z 1 -- -- - ----- -- - 1 1 ] `~ � 8 s GLIDING 40415 I �0 Q - - - -- - - -- - ----------- ------ ------- ---- - -- y - -- - --- - - - I + ! ! ! I s « a ct 6" P.G. WALLS OR PREFAB. UNIT �7 n-! — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- -J 6" GRAVEL BOTTOM, 6" BELOW SILL I I I z U I - 1 I _ — dJ I i— a s g s Q • ci LADDER PER CODE I m I I J L I(k 11 1 TL,9254 x 1 ! 1 �04 l a l a 12 :5 LL{� N FURNACE d WATER BOILER U 3 ! I ) s8 . g? � w o O N I I SEE GEN NOTES FOR MIN REQ'MT . UNFINISHED -x 6 I 4 es g (PROVIDE OUT51DE COMB AIR VENT) Z a 9'-4' I 1 ?t 4° '9 s w o 4"� 5TL COLUMN () 6' (� 0> NU_ — — — — — �- —I — — — — — — —LI- I_J —I I AFGO 4 x IIraIs v — — N -1 — — — — — fi- — — — — — — — Iota soak a �� — — — I _ _ _ _ _ —_ $� ON 2'-w/(4)-#4 REBAR EAGHAWA; (2)-1.1 x 11.8'15 LVL GDR - I - J 1 p?sag e g:; • ; - - - - - -1- - - c (TYPIG (ENGINEERED DE51GN) p F3m F30 Y 1 ���"3 gad` 3 s a z F30 F30 - g 1 - - - H I I s "I --I t-- N ----� r---- --- -� r ----- - (2)-1.15 x ILSl5 LVL GDR - + kil - — — — - — I (ENGINEERED DESIGN) _ s• � s - — — — -0 �- — — — d- - - i (2)-1.15 x 11.815 LVL GDR 1— — — --� � — — — --I —v 1 (ENGIN EKED DESIGN) = F30!- — —G - — —' — 6'- I QNON-EGRESS WINDOW WELLS F30I - -F30JI - F30J L---F30 - j F3D 3m 0 AS READ BY GRADE L L L L--- 9 1 O N61 ,n v , \ I @ � lo OL `r � m W I I� �� I' 8" I I 1 4' CONC.SLAB ON 6 MIL (� cx x I I N I I q M015TURE BARRIER ON 4' N ��^ w m ? O I x I I x Q BEAM (TYP 6) c_ J 't ILA x CKET z GRANULAR FILL � — � ZW Iw I Ilu (2)-1.15 x 11.815 LVL GDR �- < O Z a tL (ENGINEERED DESIGN) � 1 (2)-1.15 x 11.815 LVL GDR i 1 1 z �o � Oz dIIL (ENGIN EKED DESIGN) ----------------------- ---------- ---- - �- �— —i - - - - - - d -� OOC - - - - - - -- - - - - - i I I - -- - - - - -- ------. . - - -- -- - -- - - - -- ------ - - - --------- -- -- - ---- - -- - -- - - - - _ _ _ _ _ _ -- - - - - - - -;I_ o O d m !x C-� — — — — — — — — — — L---F30j I I 1 m O Y (V O Q 6' 10' -F30_j C' 10' PATIO j U I I 1O — — — — — — r�t _ 1 4° d �n 4"1 1 I I I 9 ,n 13'-22" 0° 13'-3' 0" 13' 2 " 0` 81 211 0" Si qA'zl Q I I ! �t - -� - - - -- r -- -------- ---- - --- - - _ -------- �n UIILU I © I 6x6 P057 `r r N L F24," L F24J W/ ' BS66' L F24 - - F24 I ti FURNACE ., I BASE (TYP.) � I SEE GEN NOTES FOR MIN REQ'MTS. `c"� ' r' r' . j e I I I 1 N (PROVIDE OUTSIDE COMB AIR VENT) j A �e,p , ••RUgw, •9� $ M -- U1 cr 13'-112" 14' 1' 14' 02' 9' 0' 8'-11, 1 - I j N ,'_� "1�N1' i�►,.ic�"Af ? I -- 40 I U 14 RIS RS (2)-2 x 12 FLUSH HEADER 1 1 1� 1 1 1 1 1 1 COLUMN AT MIDSPAN 3 PLAN No. -- -- ------ - -- ---� - 421-AD I 1 1 1 -- ------ - --- ---- ------ - ----- -- J -- -- --- - - - - - - - - - - -- - --- -- - - - ----- - -- - I o 60' 0" 20' 1lo � P a� o � O tu Oz O U N D A T I N PLAN PROVIDE AT LEAST ONE EMERGENCY ESCAPE/RE5CUE * '�-� o m W OPENING AT BASEMENT WHERE REQUIRED BY CODE LEGEND SCALE : I/4" = 1'-0' (SEC.R310). (� O *ONLY REQV 9 EMERGENCY ESCAPE/RESCUE OPENINGS. ® RECESSED EXHAUST FAN I SOL,4T D FOOTING SCHEDULE ,� ul o � VENTED TO THE EXTERIOR TAG PAD SIZE REINFORCING MAX.BR'G (1/ O =O FLUSH 4X LINTEL SURFACE-MOUNT LIGHTN.A. 2,414• ® ## Ul F20 20 x,20 xl0..........:.................. ......... ................. .... ... .. ............3,81. COL (SEE PLAN) X. EQUAL TO J0167 N.A. 3,819 " LU IL V O DEPTH (SEE PLAN) F24............... 24'x24'xl2' (2)•4 BARS EAU 5,4000 BASEMENT SASH SMOKE /GO DETECTOR(SEE ................... ...... ....................: ........... .......... W� * (EGRESSIBLE) F28 28'x28'x14' N.A. 1,211 P Q (x 0 GENERAL NOTES' FOR OTHER SLOPE 1I/4/FT MIN 5PEC'5) F30 30'x30'x15' (4)04 BARS E/W 8,203 0 O O .................. ..... ........................................ - .. _...._................. OPTIONAL OPERABLE F36 �6'x36'x13" (4),14 BARS e 1'O.C.E/W 12,031 R _� SAFETY GRATE *(MUST .. .. . . ........ ...... ... . ..... . .. ... .... .......:......... BE EASILY RELEASABLE BEARING POINT LOCATION( F42 42'x42'x12' (5) 4 BARS e 8 O.C.E/W I(o,531 0 -- - - — ....... .. ... ......... ----------------------- -- - -------- OR REMOVABLE FROM PROVIDE SOLID BEAR G -MIN.OF - F48 �� 48'x48'xl2' `(6)04 BARS � 9' O.C.E/W 21,600 " O MEMBER WIDTH UN.O.) .. .......................... -. ...... ______-__--------------- 36u -_-- INSIDE PER R310.4) F54 54'x54'x12' (6)04 BARS e 9' O.C.E/W 21,331 0 Z MIN.* - — _ LU F60 ro0'x(o0'x12' (1)"4 BARS 6 9' O.C.ENJ 33,1500 O POINT LOAD FROM ABOVE ASSUMED MIN.4x4 02 D.F.COLUMN(U.N.O. - SEE PLANS) --- FOR ACCESS ==____- PRE-MANUFACTURED I I � v _------_ WINDOW WELL SYSTEM 6x 3/2'3 DPSL COLUMN OR MAX.BR'G (OR 6x6 TO 18,521 0) ---------------- _-- = * R COLUMN FOR MAX.BR'G -V (MIN.3C'x36' CLEAR ( " ) " - ------ - (2)•40 BARS -- ---- -- INSIDE DIM. E 9 SQ.FT. BEARING WALL SUPPORTII� ----- -------- GONT.T 8 B - * # (/t )4 r - - 5 a x5/ PSL COLUMN FOR MAX.BRG. LL ----- _._ ----------- z — - PER R310.2) STRUCTURE ABOVE (SEE P05T-CONK.DETAIL) SOIL B.P.=1,500 PSF IL 4 X 12 4 O BEARING WALL INT. PROVIDE ESCAPE � - � � _° •� p.�e LADDER WHERE HCzT. DOOR � OPENINGS W/MIN(2)2 X � ----- ------_ ---� _ � � ---- FROM WELL FLOOR TO O Y - - SUPPORT EA END (UN.O.) -- - - --- —_ `s -= GRADE EXCEEDS 44' ------ ----- - � � ,° — - BSMT.WALL -,-- (�/j ( f _ 6"x(b" [UG4B] PRESERVATIVE TREATED P05T WITH GALV. METAL P05T BASE ANCHOR ON z X _—_ (SEE TYP.WALL SECTION) DROPPED STRUCT.MEMBER ECEOMAY 2021 -- - -- - 12"� P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON �- ----- --- CRUSHED ROCK I I BEARING e WALL - -- - - - 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM (ENGINEERED DESIGN) DRAWADCEx ADEQUATE S E P 1 Q 20G, 1 FOUNDATION PLAN 3 �I.N1: O J WEELL DEET � Town e.�^;u��Id t DRAWING NUMBER D TIC 1 SCALE : 3/4' = V-0' r7 T 1HI Z ❑� N C DILL E C T 1 0 N D � � oz z LICENSE NUMBER: 120369 THESE PLANS ARE BASED UPON THE ORIGINAL DESIGN 1259 10 COPYRIGHT© 2019 ALAN MASCORD DESIGN ASSOCIATES, INC. z 95'-0" PERMISSION TO MAKE REVISIONS TO THE ORIGINAL DESIGN — 1O z WERE GRANTED, BY LICENSE, TO (END USER): O V O TARA GERAGHTY /D0'-0" 20'-�" Z 705 GUS DRIVE N EAST MA ION, NY SITE: TED 1939-1407 -I'-rD' 91-0' 511-0' 41, 101 $1-I0, /Q�-4r �AND THEIR DESIGN PROFESSIONAL (AGENT) I I I I Q O 3'-9' S'-3' 9' 32'-6° -4' I 5' 2" U 3'-8" jU -1 O ERIC J HARMON / UNLIMITED OPTIONS INC I, 11909 CENTRAL AVE NE "I " BLAINE, MN 55434 763-390-5942 l I N LU WHILE ALL RIGHTS TO THE ORIGINAL DESIGN ARE FULLY RETAt BY ALAN MASCORD DESIGN ASSOCIATES, INC,. THE I I I — w LICENSEE, AND THEIR AGENTS. ARE FULLY RESPONSIBLE FOR (� SUPPORTING THE DESIGN, IN ITS REVISED FORM Mascord prepares its Plans carefully for use by its Customers, However, adaptation cf the Plans to meet specific state and local building codes and regulations, and specific site condilions, is the responsibl6 ty of the contractor, In addition, Mascord will not be responsible for any damages relating to the accuracy and overall I I O O integrity of the Plans in excess of the license fee paid for their use. The cont(actor, therefore, must carefully inspect all I I STEPS TO Ll dimensions antl details in the Plans for errors or omissions r p� I I o THIS STAMP TO BE DISPLAYED ON ALL REVISED DRAWINGS GRADE L EC ENF—,) I I I I I o Q I I I I I I RECESSED LIGHT I I co a =erg $ $ E s ocm v1 RECESSED DIRECTIONAL I I C ' I LIGHT FIXTURE I R A I S E D JJ0 D DECK � s•s ; < € W) WALL-MOUNT LIGHT O I I I I A 11-I-a = g ; 41 €a g ' 3 x 1 �'d v v v'vyW v'v'y'lv'Nyv'Jv — -- ,r`,'vV x'Y';v X� 'iNv '�r " , , U. I / - N v tiA YYW'i tYr1yV,"vYV�vYv'V/,/V/ (Y� g N I_ ; R S. R. 4 S. �gioggQ s SURFACE-MOUNT LIGHT r 9' I6'-6 13'-1 10 4 _ 1-4" 6X12WpHDR i I I ----- - ----------- y I I I :r sagas ;r '• f o FLOOD LIGHT � ( I 2 � STRUCTURAL BRACKETS � N f a s� a��� � b ❑ I O I TO SUPPORT ROOF AWNING y�r t� SURFACE MOUNTED I (TEMPERED)MULLED I I I g FLUORESCENT - - - - - _ I I I I - + u 12 �j� �41 W m O (vW - ® RECESSED EXHAUST FAN C (9 CLG.) ' - - - - - - - - - - - - - - - - - - - - - - - - 6XSB Its 6XSBi1 6XSBM r6X8BM 6XSBM 2 u a = � a$ fi N� -t I- 11 z a €g a e o 0 (� I I I I III III VENTED TO THE EXTERIOR 4 FREE-STAND'G I I 4 I I 3 (2)-1.15 x 9.25 LVL HDR I I I I GA ❑ BILCO �� y g a zz TUB w I I I ❑ (2)-1.15 x 11.015 LVL HCR I I ❑ III O III BIB 5Re 3 €E�' b8 a CEILING FAN > z , ,� STAIRS ' a a z +co I I I I �+ 1 I 10 I I 12/0 X 12/4 sE 141 S2~ _(3) 5 x 11815 LVL HD___ ' _-- - _-- __-- -- -- _-- -- -- _-- -- _-- __ 5 -- - -- - - - + Ml - 4 X 10 HDR - TO 55MT } VAULTED h'N1�'r IJv'i•N 1111/1"y '', — — — — — — — — — — — — — Jv'J NYY�r''y J(v'"?'r — — — — — — -- — — vv<� Yr/vY°, — — - -- rry rvv'dsv'vY'/v`!( t ,rr Pvv'ry:`r`iv'r`r Nv`vvvv'rYyywy (9 CLG.) pn DUPLEX OUTLET y' MA�.1 1R + -, - -. +- - CEILING MOUNTED r 6 I - - - - - T-r - - - —-` I �+ I SHELVES - Ia =Nr -at o r 20 cfm GONT, 2 X(o G °a 14/0 X IS/0 TO ERV r I I G�x4 9 DORMER l I a sra s < - DUPLEX OUTLET e - ( 16 O.C. I I I I SINK MUD I - - ® x °�§; 3 z 3 [Mi505.4] 13I I I (2)-2x10 WITH 1/2' I I . I s• n e .o 220V OUTLET - I ❑8 I I I STEEL FLITCH PLATE I' ! u U 0 u I _ g z FLUSH FLOOR MOUNTED 1 VAULTED I I I I I co z I 2 X�10 C.J. gk sIs _ OUTLET (VERIFY LOC.) I I I u IDINING; *I * I 10 PANTRY ¢ i T 16 O.G. 41 1!�€ flu g� � TELEPHONE OUTLET 6 X D I I I I I I I rj T El" p SH 32/0 X 20/0 1 1 4 } 4 DATA OUTLET r r 10' � TELEVISION OUTLET I i vi SPEAKER LOCATION O I - - I - I I w l ¢w w I I � 1 O I I SHELVES e I- - r - V z ❑S V SMOKE /GO DETECTOR(SEE I ❑ I I n U ( i uJ I I , 11 I co < 9 I I z@ I � 1 8 O "GENERAL NOTES' FOR OTHER - 50 cfm i I T© 0 I .I I z 1 O 22 X 30 I I ❑ K, `� F- 0 SPECS) I `�' 1 w"i I' I °° ATTIC `r g � (� m - - - - ❑ �+ O - N --R # S.- ® '. p d z 5 I j �) I ❑ 20 cfm GONT. AGGE$S -- 20 cf GONT. > JI l-J �J Z m w Z I! BEARING POINT LOCATION - (9' CLG.) r -f _ B Pn TO ERV - -� TO ER (9 GLG.) I i O 5 tk I 1r I - [MI505.4] I \ I [MI505 4] -1 T 0 z tu (PROVIDE SOLID BEAR'G - I I - - - ��a � I o I � I A J�- O -1 W MIN.OF MEMBER WIDTH UN.OJ I I 5 I N,� 11 I X I 1 _ 0° III r _� VAULTED `r ® I 0 5/O TUB Q POINT LOAD FROM ABOVE O L� I\ w I LU I i I I ❑8 W/SHWR w Q z O z Ill 7 ;Y `� ® O 2XSCJ. I �x 1 1 a i i I ( i i II F IL1� 1�1�. i i� 0 < � ^� � 4 X 4 POST FROM ROOF HIP, I I p ❑ - V !X VALLEY OR RIDGE DOWN TO I 1(0 O.G. �� - �� I N °� I I 1 I I 25 cfm GONT. I I z 8 BEARING POINT ON WALL BELOW �o I 22 X 30 I I I I I I I I I I TO ERV l9 CLG.) I le z O IX [M1505.4] x nn// Q I I I I I i I I U_ it l - (A ( d (MAX.of 45°FROM VEf2TJ @ i ATTIC 'v I O I_ I I I I I (9' GLGJ `p I La `v Q ACCESS 1 I I (2)-2x10 WITH 1/2' I f I I BEARING WALL SUPPORTING I I 1 I STEEL FLITCH PLATE ( I I == N STRUCTURE ABOVE I I I I Ox4 DORMER - - - II - - - - - - - 1 M5 - 4 10 1 - -- -r--- _r_- - _ --- - - � I I M5 - 4X10 I I REF _r I IS I O - - - - - - �- - _ � - - - � - -L-t- - -- - I - - - - - 5 - - I m I - - 4 X 10 HDR. BEARING WALL INT. I I H _R HDR +s L__ _J DOOR 4 OPENINGS W/MIN (2)2 X i --__------ rVN'f'iv'Vr''Pr'/ /r`r 'r';'y''+"rNV/N'dvV`tr •/fiv`/vvY'v''rJ 4b` — — — t'r'vrv'Prr`{"vYJvY'vJv`Pi'rrblv'vPr`ry 'vlv'v%vVYr' .— A ��l x J' V VL'vl'r�iid'rv' SUPPORT EA END lUN.O,) I I I o DRYER EXHAUST 4 1 [• T Z 3 r I R45. +6 - I r ❑ O M5 - 4X10 -- O O ❑ [MI5021 DROPPED STRUGT.MEMBER - - - - - - fZ 4 S. - I HDR OI\Ol�l I I�OCt'� I I n '� a �r ^: f "^ , BEARING e WALL ----------- x PATIO �I (� II �* t. C '"' � �."i - - 6' 0" 15-0' 15'-0 6' 3" 5'-3° 5' 2" 1' 4r ❑ 12/0 X 12/8 - - 6' 'C^�°>* - I I - (9 CLGJ - - `� r I I ck T (9 CLG.) -- ► ti I )VERIFY EXTENT) I I � �' � � � !�•��, •-..,t;+' -� J-• r -.u. ,1, ❑ TRI LE CJ.UNDER KNEEWALL 'v @ r' - > s M4 - 6XIOBM M4 - 6X OBM M4 - C X105M M3 - (0X105M co M3 - 6XI05M 01 N � ENVELOPE � - - - - - - I I I 2 X CEDAR I X 10 C.J. A E ER �0'x10' Box BM I i I u �� II WRAPPED &X6 POST Nu'rYYv'�-,rv'MNM, WALL/FLF:JCLG. INSUL. � I I W/ 'PCi (TYP.) FOUNDATION INSUL. o s.. .. <r -_ VAULTED r I I I I O e " i - - - y, e PLAN No. )SEE SHEET 2 FOR INSULATION VALUES) © r T� I 421-AD r y 13' 112" 14'-1" 14'-02' 9' 0' 8' 11' I -------T -- HOSE `* 14/0 X 11/0+ > I N BIBB R. 4 S. O' � 01 - - y, G.O. DET LOCATION — — . — — — 0° 2- - _ O CARBON MONOXIDE ALARMS SHALL BE r LOCATED IN EA.BEDROOM Arv(p WITHIN 15 0 Era t 6 o FEET OUTSIDE OF EA.BEDROOM DOOR, m HOSE s. I ❑ D WN 14 ISE S .Y p BIBB :- 6 X 12 WD DR r r LU o AT EVERY FLOOR LEVEL W/BEDROOMS �Vv"v'v;'YYVrY^�'1h�YVv'�N' x7vV,rivVvV, VNsr' rG'r",rx` N^rY"�r�P/vvklv'v` : v'vY'vb,''•iv`vrNvvNvvv'✓'NvVv'rNJ'IvYWvvVdj O 0 Z oz _Ile mw FIREPLACE D16CLAIMER 15'IO' 60'-0° 2m'_o C o 0 0 Ir 0 FIREPLACE INSERT 70 8E IN°TALLEp PER O Id y � MANUR SPECS. FIELD VERIFY ALL SIZES, 95 0" > O FRAMING,VENTILATION, 4 CHASE REQUIPROVISIONS S,CONTRACTOR TO MAKE - - n U O PROVISIONS AS REQ'D PER r'1ANUF. 1,� UJI �CUJ 5CH �U)_ U = 0"30 5k4 C = 0"3_2 [DOOR 5CH IDUL ® �— MAIN F L O O 2 PLAN MARK ANDERSEN PRODUCT MARK O SIZE DESCRIPTION QTY. CODE SIZE DESCRIPTION QTY. SCALE : I/4' = 1'-0° A 6'-4" X 6'-5' 2 x 2 LIGHT MULLED DOUBLE-HUNG 400-SERIES 4 TW3062-2 1 (2) 3'-0" X 8'-0" EXT.FULL LITE SOLID WOOD FRENCH DOORS I PAIR m B 3'-0' X 3'-0° 2 x 2 LIGHT AWNING 400 SERIES 3 AXW31 2 3'-0" X 8'-0" EXT. 3/4 LITE SOLID WOOD DOOR 2 Ul O C 3'-2' X 5'-1' 2 x 2 LIGHT DOUBLE-HUNG 400-SERIES 1 TW30410 3 9'-0" X 8'-0' EXT. 3-PANEL SLIDING GLASS PATIO DOOR 1 D 2'-2' X 4'-V 2 x 2 LIGHT DOUBLE-HUNG 400 SERIES 1 TW2046 4 12'-0" X 8'-0" EXT. 4-PANEL BI-PARTING GLASS PATIO DOOR 1 E 6'-4' X 4'-5' 2 x 2 LIGHT MULLED DOUBLE-HUNG 400-SERIE5 I TW3042-2 5 2'-8' X 8'-0" INTERIOR RAISED PANEL H.G. DOOR 1 IL F 6'-4' X 11 2 x 2 LIGHT MULLED DOUBLE-HUNG 400-SERIES I TW30510-2 6 3'-0' X 8'-0" INTERIOR RAISED PANEL H.G. DOOR 3 G 3'-5' X 2'-0' 3 x 2 LIGHT PICTURE WINDOW 400-SERIES 8 . A351 (2) 2'-0" X 8'-0' INTERIOR RAISED PANEL H.C. DOOR 2 PAIRS H 4'-0' X I'-6" AWNING WINDOW (BASEMENT) 100-SERIES 6 100AS4016 g 2'-6" X 8'-0' INTERIOR RAISED PANEL H.G. DOOR 6 g 2'-4" X 8'-0" INTERIOR RAISED PANEL H.C, DOOR I 10 2'-6' X 8'-0" INTERIOR RAISED PANEL N.C. POCKET DOOR 1 MAY 2021 11 (2) I'-6' X 8'-0' INTERIOR RAISED PANEL H.C. DOOR 4 PAIRS 12 (2) 2'-6' X 8'-0" INTERIOR RAISED PANEL N.C. SLIDING DOOR 2 PAIRS 13 3'-0" X li INTERIOR RAISED PANEL H.C. DOOR 1 MAIN FLOOR PLAN 14 2'-8" X 6'-8" INTERIOR RAISED PANEL H,C. DOOR I 15 3'-0' X 6'-8' EXTERIOR METAL RAISED PANEL DOOR I 16 3'-0' X 8'-0' EXT. 1/2 LITE METAL DOOR W/ SELF-CLOSING DEVICE 1 DRAWING NUMBER it 18'-0" X 5'-0" METAL OVERHEAD GARAGE DOOR W/ OPENER i IS 3'-0' X 8'-0" INTERIOR RAISED PANEL H.C. POCKET DOOR I