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PLANS - - _ _.____ __r___.. „ , I . ___ W_-..u_ --.w __.W.__-..__ --_.—...___ _ - - : .. ,i a� n Il I ;11. ,, , ! / ( eta I j i : } R !:3 .�5 iy It,x - s _I /7 ll� . I a a❑i' . s11 "'�" "fix I .1 -- - - ..._. - - ` • - - Ir'i's/ - -- - I :p _ — - _ .- __ „ I - -_ - -- - - ❑` �d I �4 I-- --- - .. ., - - . . I —- • -- --- -----'- �--- ' -_. - _ ___ - - --7-7 . - 7 I ” r - . _..- /(/ �__ C r @y f -1 - — -1 - I . - H I ❑! I c Y�-_�_--_-- 1 I 1— T I I - , >et! V 7 F------------- --- - - I I I I " I i - - I�- - - -❑ 1 - , - f�i `._ �E — r�� � — I - — --- �_� — --- _ I /i��� �❑ ter+ j1 ��— - . ,,, ,„ . _ -. - __ I- - x I 1 I r. _F q "_____ '� ___ - �- - tea. �� - - } `` iI -. I I i II I; I --. - . � ,'. ---- - -- I - I I + ; rr s i i — i - — E] I It : 17 : 11 - 7 -_T---_. I , — I-- �__i - __ 00 — — i .I j ; , � � I I,4� I I --.-,-____� . — __�_ ..I - — - — — � — I - i: �. - I , Q�� 1 ! U VJ 1 — 1 I - — I 1 .. 1 I � � 1,,._,__x.7 S$ s y....l i._-B"- f ? -f-I ` � I I �t I I 1. 1. �, t� I j I I I — � ` I -- 3 : - - - - _ __ ..- .w.a...�.. ..mq t• N�=T� I - � F1 a � _____ . I . I I . �- . v �,�.,, I R/GH7'"EL�9/ATIOl1l (� ' „ I 1. I 3/16"=1'-0" a " 11 FRt�NT�LEVA77C7N 311,6"=1'-0" r' 1 , � v I 1 c _ t t�� I ., E I pI 2 �-. I t � �� f� °" a-„ - I - s - KAT PAP I �JAA�('fN ro °� ;_ , - V � Y _ ` ; . - - , _ ll_ E Ek COMBUST 8L BARRI - - 1.' I I BJ li� - . _. f f , _. • . s , - , ��,\ . . _ , _ .��� - -v __ - - , ms µ -. 3 — • I I�' DIG SAFELY NF`��4BK - 'I - CALL BEFORE YOU DIC_,• :..: .. Y;. ��� - "NAIT THE REQUIRED TIME at'a } i ❑ t-,.: t p n * �y N. R 0 . % �❑ ��A�I!.JN lit MUS :rD " -ROUP ECT, THIEI[MARKERS - - _ - - . f' SAM 1NS y WITH CARE a�q�/ }-y �/ �RqN DI WILE c c - - SAFE' DIGGING IS ,FVERYONES RE, ON�IDILIIYI �� - fS FLEA 0-962-79'2 3 PE Y D �_--_ - k.corADDITIONALG ❑� 1V9A��ATb � � Sc CALL 1 8O o EFO . YOU VISA www.digsofelyne'Nyor n FOR - .. .-.- . i i/ INI ORIMA(ION11 . i . h. \ ~ I --- ,�/ �� N OF SECTION /209 SUDDIVISION 11 `\�� .- IT IS A VIOLATION, 1 - - - _ 1t �� 2 OF THE NEW YORK STATE EDUCE\JIO LAW _ I I - _ UNLESS ACftr1G UDDER THE FOR ANY PERSON, I , - _ 1 ` ` �'/ ��� I 11DIRECTIONPOFSA LICENSED PROFESSIONAL - >_ C Imo''— ''`: - + /' i- ENGINEER, TO AL ER THIS ,DOCUMENT IN ANY i 1 I - • �' �� r WF Y. I� AN ITEM BEARING THE SEA! OF .AN . I - - - - . . - ❑� ENGINEER IS ALTERED, THE AL(EftING ENGINEER '; - - - - - - I I _ # i .� �:t i = u�Jl!,l!lI,G ,�tJ i S t �� SHALL AFFIX TU THE ITEM H15 SEAL AND c(H"E 9 Itt - a -- - NOTATION "ALTERED ©Y FOLLOWED 8Y HIS, I ' I i -.i I - I --- I . ., - . - I i/ 1 --\ � I = t.nD- � 6i,i ain - - { C. ❑ t?s 0 0[1 Qt1C IflTli� C1?XF€.,,,$1�7f!,f�11C1�I! I a SIGNAL URE, THE,DATE OF SUCH AL(ERATION, ==I- . I ' I i I I � I "IT 1 i I ❑❑ ❑❑ '��� - 4J3tit t3!(C'.Jf 10 i iE �u?- 11 't0i t;watl i{c!,( y AND A SPECIFIC DESCRIPTION OF THE ALTERATION.- FT 4 ' I _�J I I I — i �. - I(1{�irs fl1 Il`- I 1, ;?CII �'-1 1,. ��lon,9 aro in p ! it � 11 I I I _ I + _ -, 1 I 11 - _ I .. ,. �,..,. .. - i i - f4!!I `v+f(l 11 w71�� �'�ild�§ TilP, Ili.3%�illTfig ,,odes.of '!� � I I I I I ❑ - - ❑❑❑I Rfl I : _ ❑-- - 1 ,I -�� — ; � -�� tah' York State. ` . E N G I N E E R S STA hri P [I ❑ - - - - - - - - 11 I \ ; I) --- — — _ ,,,,,. I —_, 1 I '' - -.. _ _ _ ' 1 j} I - �- f a_ i I I ; - i i I : , "' ' J� ; � - ; i - - I - - /',- i I . - - - - .. - I - II -- I� 4 '!•„ _ I- :� I'- - - - FT — I - - 1. - I InElED-inEE '�[E:;� 11 �() � i .._..... -,. w, .Jy . - , ,1,��_ __ -.:", , � , F0_]P/_!_ � � � ­ TTI _ - ► 1 - - �❑ , 'I I I - _ _ - 7-7' j----- '­ I - ❑ n I !1 I 1 I - ❑- � ❑❑❑ ❑❑❑❑❑ - - ' - ❑ '_-�' _ ❑[�Kl ❑ _ I -(�(- - - ❑❑❑ - I . . _ _ - - - 1-�- 1 .y, — -- - ._. .. - .. - - — - : - - _ I - - - - - � �-' -l -: - - . - - - , — r ¢ 1 --- - -- - -- .- I I I 11 --. a- -1 11 I - -- - - - - - - - R - - ❑❑❑ _ 7 i 0(E . � SCA ,' ' AS N 0 I - - 1. L7A1 E: 2005 I - — - ]I' I - - v},-. C�RAWN BY, L)WR LEFT_PLEVA TION ' , . -- -3/16"=1'-0" .� - . N , `; HOUSE PLAN NU�i�ER: I VA O _ ELE .. - REAR r` s + i f'. ., i. � I 3/16"=1'-0" J `� . 1 ; �$ V .1 , ' I - r1. a :,c U��AW�NU TIZLE I �, - - i 1. I11 - I t r�ATION❑� ❑�- , - q - _.__.___� .- • -. .. ,. -. - - NOTE: I ! - j THESE PLANS REQUIRE FIELD THESE DRAWINGS DO NOT CONTAIN DETAI❑, n - _ VERIFICATION BY THE DRAWING `NO - - RESPONSIBLE DESICN INFORMATION .REGARDING ANY ELECTRICAL` Ofd _ 11 . r' 1. PROFESSIONAL. PLF4SE MECHANICq SYSTEMS NOR-,D0. THEY CONTAIN - ,. ,� I ... - SPECIFICS ,ABOUT 'INTERIOR:;::QR EXTERIOR . # , I - : CALL 792 9264 AT THE COMPLETION OF ROUGH f INISHLS. I1 IS SIRUNCLY. ISL CUMM�NULO. Y0L s� ,. r�— I -� T. 1_.� � -1 " I I � CARPENTRY (FRAMING) I ��� To scHEuuLE AN rNSPECTION. INCLUDE THIS DETAILED INFOf��NIATiOI IN YOUR BUILDING CONTRACT.I. - `. _ , . 1 _ . i � _ � __mt - . ­ 1. - - .- ..... .. _ .• - - I - I i . 1 I " . ­ - � � i - - I. . I - T�­,11-1--, � _ � . 7 7 . -1-I 4-77 I I _'.i^777-77 ­ I I - I _aNT . ...., .• _. , ...... ,,...,,.,.....--- .. .-,..... . -- - - - - • _ -Tj .- - .,.«.«,m.- -.rr,.4."�r.,a,,,-,;ar,F,s+u.a - +��.xw ws++-rte-z,.,ro...w-...,-«:- ",.. ,. ,-...-........ ....w. ...---. w.» r».«r......�.«...,��,... '-".�^"^"'- - - -_-- - - ❑. - - - ___-.__.. - - --- �. _. .... , .�,R, ,ac, ..,,.,+.+,,� 20J-8)) 35'._4" __. f 14 -o » 6'-10 1/4" 9'-7" - ' " - : 4'-3" , 5'-6 � 4'-3 " 6'-5 3/4" 7'-4" ' ,r; P r•,, � o - CANTILEVERED FLOOR ABOVE - - - - - --- -- - � � 2 112 LI-Ii ✓. h o V) MW NSP 5°x 6 e SLIDER , o DW i R.O.) r� r�- q = : Lo .L941�Y w -- �SLTS�Ed BREAKFAST � o� CO t • U �' kev o Z 2 a � 1 ; O o w a � 3'-2" CLOSET I z ^' N q A w U i � SELF-CLOSING 3/4 HR. - q'! 2X6 PARTITIO n O O FIRE RATED -DOOR ASSEMBLY N ; WALL BELOW BEAM n � �� � ,S 2X10 HEAUEI� - 2B � ,. � -- CAIHEURAL CEILING ,, � i • � � oo HANDRAIL � (• ----------------------------------- 0 3 s SIMPSON HGU55.5/1 n (+10''-0") I 3 0 2X4 BEARING WALL--7 1 o PREFABRICATED - o FACE MOUNT HANGER � v "- ,.� SzABA�ZE' , � � �--—' . i , WOOD TRUSSES : . _ AT 24 INCHES o kti .I I REF I R'' � � �i 0.C. (3)R ® 5 13/16 1 2 6 I � PANT o 0 2 T ® 9 1 4 ' __ ! 3 I O / 2 1 3 4X1 1 . 1 4 LVL L __�_� . . . `L - . � - -.---� p ',�, ._� ', FRENCH •:� o FLUSH : � � FLUSH) N � .,. Y- ' • ( ) SER ERY' I ..- � ( _61 D00 I I , � » I 2 - --, RAISED HEART - � oFAN I �2'-2 i ^ z - I CLOSET •-� � ® I I .I ,.�-•- [ BATHROOM N HANDRAIL � n I I � CODE•REQUfRED 3/4 HR. oo °` "� MOKE �� , — � •--1 p I I FIRE RATED WALL ASSEMBLY SHEt�F I ALARM �..� � v � 3 SITTING ROOM I I INSTALL '518-INCH TYPE "X" � � - ; - ., - o o J FRENCH , - GYPSUM;FWALL BOARD �, 3 -2 11 LIVING ROOM � cn � n DOOR _- t � ALES AND � � cr • ON ALL GARAGE W �; �'-' C) c� - „ , „ » GUARD DIRECT VENT ., - � ' CEILING. _ 5 1 2 '- 3 -7 2 -1 I n� I� o Z \ GAS FIREPLACE � � / 4 7 ,f i RAIL � � --1 - �X = 1/2 TYPE X I I .. :. ,'ll .- N " n +10'-0" GYPSUM (TYPICAL � O � 0 4 X � k -----------_�...0----CEILING--=--------:- .- LL �I i C H N q .�. CATHEDRAL � ALONG GARAGE WALL) X I I zw � I I � � � ' IA',A' o O FOYER cp C7 n .. _ ' k �'� N a � O DINING S I I I I2 I � �" `•a-f. w`°°4 I ^ - - 13 �8 1 2 �_ A A 13'-8 112" I I 7,_1» I I , / » u� � � -- 12619N A300 1, S 19N �} A ' Q 00 l - O 8 - I IIIILo s I I . 4 •. EXTERIOR �--' y r LINE OF XT �. 21 .•• O — ROVE r - WALL A . _... VL F USH . . - � _ -''-: �� ;�;�,, ' � I OIG=SAFELY.NEW YORK `__, ( --.'CALL-BEFORE 'f0U DIG ' WAIT .THE_REQUIRED TIME - » CONFIRM UTILITY RESPONSE » » » » ,I FZESPECT.THE, MARKERS „ � � _ _ i 4 -5 1 2 1 '5 -8 1 2 4 -5 1/2 , 1 2 5 -8 1/2 4 -5 1/2 3 4 • 1/2 3 4 1i 2 _ / { / - , WITH EARL SAFE DIGGING IS EVERYUNES 'RESPONSIBILITY! w 'PLEASE CALL -.1=80U-962-7962`BEFORE,'YOU DIG. - , „ � �' �G 14 -7 112 - 5 6'' 4,-3 �, ;� �•.. ,I VISIT igsafe�y,ewyo r_FOR 'ADDITIONAL , 4 3 _ . » ',6 -2 1 4 14 -7 1/2 6 -9 ,- e�. 6 5 3 4 7#-4 / , - ✓ .._. . INFORMATION. — 'i , i „ Ir IS'A VIOLATION OF- SECTION'7'109`'SUBDIVISION ,� » ,36'-0" „'�� 14 -0 / -�A' :. 2 OF THE NEW YORK STATE EDUCATION.LAW __ _____� _ -__. --,,,,_ _......__.,... � • ,_,X;. _ FOR ANY PERSON; UNLESS ACTING UNDER THE a } ' DIRECTION OF A LICENSED PRO ENGINEER, TO ALTER THIS DOCUMENT_-IN ANY 70' 0" - � � THE S _ AY. I A 0 EAL OF N -- - ----' -'- ... _ _ . - - '" p'E ��'{� '-� GINEERNISITALTEREDRITHE ALTERING ENGINEER � HIS =SEAL i... I x:,:'' ; SHALL AFFIX TO THE ITEM 1 � � NUTATION "'ALTERED BY" .FOLLOWED BY HIS f��cTFLOOR PLAN °, :. - ° �•aY �' SIGNATURE, THE DATE OF SUCH ALTERATION, , AND A SPECIFIC DESCRIPTION OF THE ALTERATION. I 1 PLAN NOTES a - �� - ��,` ' ,,,; ENGINEERS STAMP w - 1. ALL EXTERIOR WALLS ARE 2X6, UNLESS NOTED OTHERWISE. � �W;' i � � • 2. ALL INTERIOR WALLS ARE 2X4, UNLESS NOTED OTHERWISE. � ; 3. GARAGE EXTERIOR WALLS ARE 2X6. _ •' ��.r .•, '; , , z.,, , ,� ,off` 4. ALL INTERIOR DOORS SHALL BE PREFINISHED 6-PANEL _ SONITE UNLESS NOTED OTHERWISE. � • - 5, WAUh (�IM�N�I®N� IN(�I�ATFI� ARS TP FA�1- OF :�TIaP, - , UNLESS NOTED OTHERWISE. 6. WALL HEADERS SHALL BE BUILT-UP (2) 2X10, UNLESS ' NOTED OTHERWISE. - � �i K - � '\,y,•� lo��•or f f ,f I IIT7. ALL HEADERS GREATER THAN 5'-O" SHALL BE BUILT-UP (3) 2X.1 U, UNLESS NOTED OTHERWISE.AT NON-LOAD BEARING WALL LOCATIONS �; -�'�,; ...�:E. �, � �� . ; `"` '` �%� 8. INSTALL HEADERS ` , BEARING. -- WITH MINIMUM 1 112 INCHESN 9. .INSTALL HEADERS AT LOAD BEARING HALL OR BEAM LOQATIONS - '- ,.•; � � ,�„ lr . .. WI TM MINIMUM 3 INGHE5 BEARING. . AT D SHOWERS .WITH � g �� � �uAL �. . L ,�15 NC11r;,(� 10, INSTALL WATER CLOSETS, LAVATORIES, AN ' DILATED IN TABLE ON THIS DRAWING. '" �` ' CLEARANCES AS N _. ' ,.4., � BATHROOM EXHAUST FAN MUST BE VENTED DIRECTLY _ � � _ k �' - - 11. EACH BATHR 4s� � �qr����; y � D,�TE' 2005 TO THE EXTERIOR. , � I 5 $ d ':; DRAWN BY: � DwR +�uK H2OUSE PLANJ NUMBERIII-24 II .3 0413 WINDOW SCHEDULE . : y, t - ' N GLASS VISIBLE LIGHT CL,_AR �OPNG VENT AREA REMARKS ` DESIGNATION MODEL ROUGH OPENING (WxH) � I � .: � - � �� ,,�' � ' :� ,;,�� ��: ;� :�: ', _ �----; '" � DRAWING TITS E r' » » 2 = 4.8 FT2 SINGLE HUNG - TVSH2852 2 -8 X 5 -2 9.73 FT "_• 1 �', r� O ��I�-�sT i=Lo A , l.il \ I��t� W B NCA1830-2 3'-4" X 3'-0" 5.6 _FT2 `�� 4.0 F72 CASEMENT - III » » 2' . 2 SINGLE HUNG w� , 4 nc S 2852-2 5 -4" X 5 =2 19.46 FT 9.6 FT , ;:� �� ,Y°, ;'� NOTE: - ... ' '• -I°.. , - #) 2 ,3,3 �? SINGLE HUNG ' , , THESE PLANS 'REQUIRE FIELD �"f• �: , -' D SH2O52 2 -0 X 5,=2" 6.8 •.FT _ D 'Y ILED 0o N I VERIFICATION BY THE THESE DRAWINGS DO ,NOT CONTAIN ETA RESPONSIBLE DESIGN � 'INFORMATION `REGARDING ANY, ELECTRICAL, OR ' . NOTES— � R y' DRAWING N0 ' PROFESSIONAL. PLEASE MECHANICAL"SYSTEMS :-NOR `DO THEYt�;.CONTAIN ' L BE MW TWINSEAL VINYL SINGLE HUNG WINDOWS UNLESS NOTED "OTHERWISE. ,. _ 1. ALL WINDOWS SHALL , � CALL 792-9264 AT THE � ,`:' SPECIFICS ABOUT �I NTERIOR, OR EXTERIOR COMPLETION OF ROUGH ;, � ,��= - i 5 CARPENTRY (FRAM_ING) FINISFIES. IT IS '.STRONGLY •f�L.COMMENDCD YOU .� :� V �' z f '.' To SCHEDULE AN INSPEOTION. INCLUDE THIS DETAILED °INFQRMATION I,N YOUR BU(LDtIVG: CQNTRACT -,- r ITI .ext _. __ _ - ­: . � I , - _ I .� I ­ �� � I , � � I I . ­� I .�I I -� I � � . __--___-__..__._..._------__.___,___._1__________ .- ___._,______------_ -- --�.____. - ':1 - 1� s 1� I ] �11 I ; 4 1 . . I. I I � � . f j},e,4 - - - � 4� .. '� \f�'`(^r 1 � ` : lt I I �,� 361 . s 1 i o. % ,,� y# . 1 1 -2 1/2 - 8'-1 D / rE1., _, .. . %1 %�� II �1 ; � ,y, r v zY1j W I fl A o . - P, -- - - - -- -- — -- -- — — — — — — — — - --� I . F_ - -- - - -- — — - - - - - - - - - - - — — — — I I EXTERIOR WALL I G 0O -,--� I I 1 I I OL BELOW-----\ - --------- - - I I ----- 1 - * I. '. --' -._ ---.---- { I I - - - LUW ROOF I � � . I1 — - - - - - - — —b- - - - - - - - - - - - - - - - _ - - � C ._. _ T II- -(n iii 1 1 - e; l - - - - - - - - - - - -- -6 - 3 -5 , f, G E�E� BFDROQM4 o v c FAN NA o O i ;� ,:, -- -- BATHROOM \ y� FAN o I z � _ +tel �,> SKYLIGHT . ` 3'.'-11 112 `' A 3'-7" 0) ABOVE : / I "- I C) v � , �� c I n W Z j 1 - - - - - - - - - - - - -., -- I - r 4 (N I I o 2 6 10'-2" � - 1 I 1 1 20 U 1, m I ILINEN I �-11 I I, I ¢` rwi, 1 1 _ — 1--, �.�1 J ,I 2'-5 1/2" ( 4'-10 1/2" SMOK 1 I > C, L2 4 -1 I2 0 r / a s ®" ALARA/ 2 0 2 0 Q.) -MASTER o j�RESSING 1 2 6 2 SMOKE 2 6 LOW ROOF cI . I --- p ----------- . ,I SUITE _-- . Icr, ROUM ALARM.' - i� o 0 �' . - " 1 4'-9 1 4 4'-9 1 4� - ® -n `N I �' I / �`� / I SMOKE_ I 4 II°�3'-6 1/2" CLOSET CLOSET I i o I l 2 0 RM CARBON 1 1 4" 4'-.1 1 1/4" I I n -M ALA 4 1 / I 11 �4 I 1 1 0 MONOXIDE I z —GUARD I. I I ` �.,, z I r-x--i DETECTOR z RAIL \ � I -� ca \ jm . N i i�� i � IIZ o I I I �. - "— �j 0 I 1 �I I� `i' 40 B.F. 'f 4 B.F. I/ : \��i I�� 3'-6" �, 3'_ 711 20 20 i.. I I - t� Zo HIS I HER ---� -. SMOKE CLOSET N CLOSET J- ALARM I I 19'-6 1/2 1, ., 4SMOKE _, � - 10'-2" {.. MINIMUM 22"X30'J ALARM 2 6 I f -- - -- - - ATTIC C ACCESS s - - BETWEEN TRUSSES 2 5 I II11 , 13'-8 1/2" r. LOW ROOF I I _ 13 -8 1/2 I I C . r I1. C ,; II (i tl I �- I I 1 LOW ROOF ! 3EQROOMJ3 B DR40M 2 1 2'-1 II I (14 R@ 7 13/16„f I 11 o O13)T ® 9 1/4 t . I 1 a C 0 — _j �"' Yew 8 ' o B.F. a - - - - - - - - - - - - - - - - - I o - . OPEN - .. `° K co p - - _ - - -- - - - - _ _ - - O " H l� - - -- �_ - --_ - . a , .1 ^ .- - t-- _ a p � - . .. . .:L, .I.., 1 �N - - I F F O ----- —--- --------- \F O 1 I ' . , - \ / - - '3 1 -" - ., \ - . - " " CURVED PLYWOOD BEAM - -_ ... > .. - 3x8 �- -, _ - _�:_ MADE FROM 1/4" PLYWOOD - _ - GLU ED & SCR EWED LAMINATIONS. SAT 16 O.C. — _ FTE - - 2X8- !. , „ ITH — ?p s DIG:SAFFI Y NEW YORK .1 L _ -.:._,.-;INSTALLED -RADIALLY.- W = - ... i - - - CALL BEFORE YOU DIC . _.,. 2X6 CEILING.JOISTS 6X6 COLUMN ` .' - . IT f E . - -, ;, - - - CONFIRM UTILITY RE PONSE., -- 4�_ ' 7 -10 5 -8 .1/2 ' 5 1/2' - RESPECT THE M 4'-5 1/2" I 5 —8 1/2 7'-10" / �- ~ - DIG WITH CARE MARKERS - - t - - ., SAFE DIGGING IS EVERYONES RESPONSIBILITY! `11_x' . _ _ i PLEASE CALL 1-800-962-7962 BEFORE YOU DIG. 36 —0ft " . - VISIT www.diysa(elynewycrk.curr FOR ADDITIONAL i _ INFORMATION. % . - r .- = - ' - - IT 15 A VIOLATION OF SECTION 7209 SUBDIVISION . _ - - - r 6�.�V � �. �l Y PLAN. : L OF THE ERS YORK EATE_EDINC ION LAW FOR ANY PERSON, UNLESS ACTIN! UNDER THE - 11 „—1,—OII DIRECTION OF A LICENSED rEtOFESSIUNAL 1/4 ENGINEER,'TO ALTER THIS DOCUMENT IN ANY 1. NAY. IF AN ITEM ©FARING THE S AL OF.AN ,,. ' - - THE ALTERING ENGINEER c . , - ENGINEER S ALTERED, PLAN� NOTES I i - i SHALL AFFIX TO THE ITEM HIS 'S�L AND THE 11 1. ALL EXTERIOR WALLS ARE 2X6, ;UNLESS NOTED OTHERWISE. -— - . — ALL INTERIOR WALLS ARE 2X4, UNLESS NOTED OTHERWISE. NOTATION ALTERED E FOLLOWED:BY HIS Z SIGNATURE, THE DATE OF SUCH ALTERATION," 3. GARAGE EXTERIOR WALL5 ARE 2X6. ' I I , I GI I tutu ' J ll - \I Tl l l ti - ANFI 1 , „ : I SII.. -_. THF .... . �, ALl INTERION ©OOf�6 NALE I�f3EFINI�HFf� 6 P .MASONITE, UNLESS NOTED OTHERWISE. 1. E N G I N E E S S-I A�/P. 5. WALL DIMENSIONS .INDICATED ARE TO FACE OF STUD, 1 UNLESS"NOTED OTHERWISE. - S SHALL BE BUILT-UP (2) 2X10, UNLESS I --_-��' 6. WALL HEADER- �"'._F �I F - . ��0 I� NOTED OTHERWISE. HEADERS GREATER THAN 5'-0" SHALL BE BUILT-UP (3) 2X10,, �� '�F� �� � I 7. ALL H %- . - - UNLESS NOTED OTHERWISE. �x 8. INSTALL H FADERS AT NON-LOAD BEARING WALL LOCATIONS $ ( "'` I l ,. WITH MINIMUM 1 1/2 INCHES BEARING. �' -RI L n ,� '� � � 9. INSTALL HF�IDERS AT LOAD BEARING WALL OR BEAM LOCATIONS 1�1 , / S BEARING. �n 3 INCHE - WITH MINIMUM H - t , 4, / i 1 D. INSTALL WATER CLOSETS, LAVATORIES, AND SHOWERS WIT % ,_ __ . ry . m -. , . 11 CLEARANCES AS INDICATED IN TABLE ON THIS DRAWING. - . - ; I f =i 00M EXHAUST FAN MUST BE VENTED DIRECTLY t o I 11. EACH BATHROOM I i TO THE EXTERIOR. � . . _ - I . I SCALE: AS NOTED ' �A�1 - <"'QOr5 A . .`.r .L.....Y . . , s . f R AWN DW �� DOV� SCHEDULE _ I . , EGRESS OPENING S �, HOUSE PLAN NUIjriBER: AAREA REMARK - R - OPENING WxH G SS/VISIBLE LIGHT VENT I W F1 I AREA DESIGNATION MODEL � ROUGH (, 1 . - -- 2 SINGLE HUNG . 2 3.54 FT2 25 7/8 19 5/8 3.54 FT - 7.23 FT TVSH2840 2'-8" X 4'-0" - F --.._-. ..__.._ `� 2 . .. ... ... ._ .. . .. - - - � 42 ff 29 716 26 5/6 5.71 FT �51NG1 F HUNG t7f�AWING :TITLE , rill' -IV511.305� � 6 0 X 5 � 23.5 FT - - . . SEC ++ O _ ..._ , „ NA I NA NA NA NA FIXED CIRCLE TOP -. r L".JIx i _.TM - - ° ° rH TVCA303OPTR 3 -0 X 4'-5 3/4 I - - ' FT2 FT2 _ _ _ _ . . --- -- _ - - _ I l _ __ - SINGLE HUNG i - ';:h ---- ---- I> 2 5.71 FT 29 7/8 '26 5/8 5,71 FT2 NG CK' * TVSH3052 3'-0" X 5'-2 11.25 FT - _ .NOTE'THESE PIANS REQUIRE FIELD N THESE DRQ-1WINGS DD NOT CONTAIN DETAILED X 3'-0" 3,52 FT2 1.70 FT2 NA NA NA - I 11 .1 VERIFICATION BY THE ' G N ! I_ TVSH2O30 2'-Q') RESPONSIBLE DESIGN INFORMATION REGARDING ANY -ELECTRICAL OR . Q 0 _ - - I MECHANICAL SYSTEMS � NOR ,'DO THEY, CONTAIN . PROFESSIONAL. PLEASE NQ�Ea. . CALL 792-9264 AT THE P GLE HUNG WINDONIS, UNLESS NOTED OTHERWISE. S ECIFICS ABOUT INTERIOR OR EXTERIOR Mw TWINSEAL VINYL s11! COMPLETION OF ROUGH - FINISHES. IT IS STRONGLY RECOMMENDED YOU - 4 I 1. ALL WINDOWS SHALL BE ERGENC'Y EGRESS REQUIREMENTS FOR SLEEPING ROOMS. M CARPENTRY (FRAMING), 2. * - INDICATES UNIT COMPLIES WITH E - ARE PROVIDED THEY SHALL HAVE A SILL,_HEIGHT WHLRE EM ERGENCY ESCAPE AND RESCUE OPENINGS TO SCHEDULE AN WSP,ECTION. INCLUDE THIS DETAILED INFORMATION IN OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR, _ YOUR BUILDING •CONTRACT - 1 - r , _.. x -------- - ­­-1 - 99, MF"4Ai'��3e.tWPZP.Yw .........rnw.,yroc_ -..nom.x. 'Mva✓'x - _xav'tcF - —^.aw.�r..» ,., _...—uw..«w..........m - - - . -.I,-,<.�,,.„,- —.-,rm 11,Kdrioorl'IIr"Ak— --' .eN c.c - s.m�u^ 4*” .- .----�-�-,.---..-..-.,---.--,---.------ - . - I - I I � I I I . � I I � - I I I I I -----I-- ---­­—� . - I . I � . i Y . 1;", •?l y , . 1 �S . . - - ., - Y . - Wh . - Y., I:.. - - � {{ - r2' .1 ( / J - �,, .. - .[ ......... .... .. ... .. --- — - - - i,t11 �� ~�.sd .1 I J q r / n h, P1 I ) - INDICATES APPROX. STEPPED } � C . i , _ erL I � :1:- 1. - FTG LOCATION. SEE DETAIL ' THIS DRAWING FOR ADDITIONAL f I „ s { Jr� INFORMATION `$' t a `� I. r A i x _ _ — — — — — — -q r. _ — _ — - -- - - - T— — . - I ; ; I I , , I?l - --- 17 I k I I o v, k-q� , . i / I I I m / - .i.,:;� / I ! I I ; ��, �;� j I - - - - - - - - - - - - - - - - - - - - - - - -- --- -- - L ry . .. r _.., , ._ ------ I �'- � t d l l 1=='� i wr c .�..•, ..,a.. ,�,. �.I F .1 [»9 I Z/ I - - - - - ,: I � I � I I � i I I / I I ,. .,, j ”' I / I SLOPE SLAB 1/8"/FT - • I cn d 4" THICK CONCRETE, SLAB ON I `O � '":'� -�+ —jl � ;,� r° "r ` ' % l I o> GRADE OVER 4".SUBBASE I I I -1, c('), I / w ANQ 6 MIL. VAPOR BARRIER . 11 r`7 �� I / I I � ,_ » �.5 f I I o T/SLAB ELEVATION (+0 4 ) I - - - — — — — -- - -- -- -- — -- - , - - -- --- - -------- -- ----- t ' -... --- . ISI I o _ . I `_ I / I I I k � r t - f ( � UNEXCAVATED I N ¢ ;�` I T f • I I 6. I / I I 8'-8 /4„ 8'-8 3/4" 3'=7 6'-9 3/4 1 . . - . m 8 - . J F UNDATION WALL "` °" , / I . 1 .1 0 - i i (TYPICAL)CAL) i r..�..�-4 ,.r�{ •/ I 4 THICK CONCRETE SLAB'ON I � ,�.._.,, '1' P, cI -- I f I GRADE OVER 4" SUBBASE " I (3)1 3/4 X9 1/4 LVL I- (3)1 3f 4 X9 1/4 LVL ? '� 16 'X8 CONTINUOUS CONC. 3 / AND 6 MIL. VAPOR BARRIER I (DROPPED) DROPPED) ,►�F0017NG WITH (2) #4 REINF. --� -- ry r°) -1 I % I T/SLAB ELEVATION (+7'-6") I l v I / I ( r – – – -1 f- - – _-I f-_ – -� – – -I F -- – -f BARS (TYPICAL) I I ;„___ 1 I i I I,•� �l I I i I 1. �,� - /_ j I _ _ _ � ~ -CT -11 I I I . -1=� -t =11- - � � - - - JI o � , Df?OP TOP OF FOUNDATION I Z I _ I : \'--BEAM POCKET. SEE ~ _ - �I 1 / 2X 1 U FLOOR JOISTS m , c I- -i HANDRAIL WALL (-0'-4") BELOW TOP I � I SLOPE SLAB 1/8"/FT I DETAIL THIS DRAWING I— —. I _ AT 16 INCHES O.C. C a OF SLAB ELEVATION INDICATED /• _ „ AND OVERPOUR CONCRETE I // J__ iIi11 I I fes_ v 3"v1 STEEL COLUMN – – -I1 , I �� (11 I An (D T'ICAI AT I / o o (TYPICAL 5 �OCATIONJ) �- -= ' 11 it �� h.� � h -� 1_ SHADING I ./; I I � �r- FOOTING WITH 3 � V-_A '�\� � �, o = �` r I /• I ( o u (WITH CLOSED RISERS _ _ ® T/FTG ELEBA I NE(OCH �Y f- '° ,0: 1 12 T ® 9 1/4 f I. (TYPICAL 5 LOCATIONS) T/FOUNDATION WALL7' 1 --� r� , �. I o � ELEVATION (+8'-0 ) - =1 . t` .., � • / I = ® -0 (TYPICAL, UNLESS NOTED , 1 N ¢ SMOkE OTHERWISE) . 2X4 AT 16 O.C. WALE . 1.1 I . I . J_ - _ ':I - ALARM :A I .- -' ��� , ,,_ :_ - - EACH SIDE.OF STAIR. . - . ,r--:`.., , I- a - - - - - _ J __ .. , t ,d . '�. i - - - - = - - - - - - - - - - - - - _ . ,. .. ,. I - - - .-. : .• _ I ---------- - ---.-.,....-_..-._-....._,_-_,_4_,--,- _--__-_n ,...-....._.._.-...___..-.--�,- ___. I I r ,, 1-1 I - CONTINUOUS RIDGE VENT i / i, rr w �, % /,11111 � }} � I11 I PPP"—Ill A11 l ;_j r 33 , 1 11 ;" ► /- - - i 12 I � � . I %� i 9 + I . . \, �" I aR j A 12 . -�Q `� .'. . �_y __ '11:�'-, - �, , , I ��,�� I ?�,�,` - . . I �l _., I , �� - /' u _ TYPICAL RQOF CDNSTRUC f / - / - - 25 YR. ARCHITECTURAL .SHINGLES 1 - 15 BUILDING 'PAPER 17 2 PRE-FABRICATED WOOD ; _ ' - 518 INCH APA ROOF SHEATHING SCISSOR TRUSSES A" . - PRE-FABRICATED ROOF TRUSSES - . . / 24 INCHES O:C. 5 AT 24 INCHES O.C. �; - - SNOW AND ICE SHIELD AT PERIMETER . HES INSIDE EXTERIOR EXTEND 24 INC 'r WALL LINE /i, 'I 11 \� RAFTER VENT BETWEEN EACH TRUSS , � - _ _ - r _ r \ ALUMINUM DRIP EDGE, iX3 ROUGH TRIM, SI TTI NG ROOM o � " ,�r/% 4 AND ALUMINUM FACIA T "�% i �� �4 f 'k x ,,�X��)j -- 1. � . . . - 2X6 SUB-FACIA ) g ,, ` PERFORATED VINYL SOFFIT 1 ' o" - -- . lYF'ICAL) : 12 INCHES FIBERGLASS BAIT INSULATION , . (MINS R-�30) .`' 1 - TYPICAL WALL CONSTRUCTION -,_----_-- -__- j a� - EXTERIOR VINYL SIDING . - TYVEK. HOUSE WRAP I II II � CQ BEDROOM G1 u — #j � m BATHROOM - 1/2 INCH APA WALL SHEATHING �Ei;�� ►— - BCDROOM - T 16 INCHES O.C. . 2X6 STUDS A —+ ,� 6 INCHES FIBERGLASS BATT INSULATION S BLOCKING- -- `O MIN. R-19 - OLID ---- 7 I - 4 MIL =POLYEHIYLENE VAPOR BARRIER: AT 2 =0' O.C. 1-- d 'INSTALL CONTINUOUS ROW ,lr- MR. Flu cn- 1/2 INCH GYPSUM WALL BOARD ME - M_= �lnn�-- ' . OF SOLID BLOCKING OR I W-BRIDGING AT MIDPOINT � � r ?? rOF JOIST 'SPAN BOTTOM PLATE I f— (TYPICAL) IJj _ - — -- -�' g - -- - - 2X12 RIM JOIST - J(,��i 2X12 AT 16" O.C. I � —. .' li, 8 r l I c Al/SIMPSON U210 'FACE 12 INCHES FIBERGLASS BATT INSULATION . STAIR BEYOND r // MOUNT JOIST.HANGER (MIN. R-38) .'44 SEE PLAN r-J AT EACH JOIST u C _J // 1 � - / LVL 4 BEAM. SEE PLAN 2X 12 BLOCKING _BET WEEN -i I -4-1 s EACH JOIST �,�- 1 . J_ / I,­� � I 7 __�\�_ - - ­�_' �-J // (TYPICAL)� DOUBLE TOP .PLATE._ .' '. I. L.�. mil�lll� I wII�I ��, � r . �� ;-� � .- 11 I�Illu 1111l�11111 IIIII�fIIU- III 1.11111"... il(I�111111 . r_J // LIVING ROOM -. - �Ill{�vq1 �, �. ;� i / # — iiiil nr l' — ,:r �„tom _J -1 `. - co 11 / - - lV N - - -,3�” �°p a Hwy ,1,,�`.m" 3.de'..�{ L,°'�' -- - - BUILDING SECT1. c i.� / - sL� I rl,Jc AL :bUILUWc, Is TI(�IJ - Y _J / r1 - -1 ­1 INFORMATION r �a°w� f�' �� - ��, : // 1. NOT SHOWN. i-,r-"a x , / - r Com\ ,�,.. ti� . t - / :.- ._ - �. 2X10_ . JOIST F r - k r .1 - - - - .. - - - _ y t�.;o _ _ - ._- F _ - / - , r - _ x '" y�.- . ..-.-- J `\ I ... - T 16'�-.:O.C. ~= I ,:; I 6 INCHES FIBERGLASS BATT INSULATION , < III 2X 10 A I : �_ \ T GRADE- - i l i i --:.r ;_- MIN. R-19 _ . ti ( ) - D WATER SHIELD MIN. 2 0 BEYOND ICE AN - h . �IiNIMUIvI v" IN - _J ) . (TYPICAL CAL AT RIM.JOIST) / FIRS I !o -0 .'. . ' _ - ': S Y ;. ! .- * -. .. ,.y' N IDE WALL EACH ,.SIDE i „ . . I _.W �_...w-_.... OLL INSULATI�N ' -4 -0 FSK R10 R = 1. _ 1(AL _.J OW - _ _ 11 P ) I / ONTINUOUS„Ril' `' - C STAIR BEYOND _ r PLAN / OF SOLID BLOCKING HL k / SEE J \ It! c ,,, },.i':i_ Yr a Dlr, – 131 t L JL BEAM. SEE PLAN iISI Smi, � _Jt�n �{ _ _J DATION BITUMINOUS<., . / . INOUS FOUN N // �� : 0o / LAB I DAMPPROOFING _ / I ' : . ”- :r \ / 4 INCE CONCRETES _ Pn, l'� L.C_rtYU.JE.� r,L�NONS181LIrY. _J / // i;:;�! - dtit=�62-7})6`L 'E3EFURE YDU DIG. ON GRADE 12 - cp z / :.c.f':!V c-ic;w urk.corr7 FOR ADDITIONAL rn J / - - �_ I • _I / INCHES COMPACTED - 4 9 / RAFTER VENT 4' - _J / - D 6 MI L. -. s ,, SLABSUBBASE AN _ / f :` ,t.' it li.)t, (11 :f(TION. 709 .SUQDIVLSION / VAPOR BARRIER R-30 CEILING INSTALL PLYWOOD. _,.- ;I ;,' ,.':.,, �0,<'�I_11E Fuuce�ioN LAW / - . y GUSSET FOR 1., r r ':' + ,?yiLL 5,F+CTWG U.JDER ,THE J / II i. INSULATION \ rra'rs D F for EusIUNAL _J / COMPACTED BACKFILL i " FIRESTOPPING V I , q=lrti'TVi15.' D(-)C'JhiEtl7-IN ANY, € , / _ / I 2X4 CONTINUOUS CONCRETE AT 8 -0 O.C. i CH SIDE d} Itl rf IE_ SEAL_,of AN r I �--- -J / UNDISTURBED SUBGRADE 1 • (EA ) ` u_ i:i 1 , r L ti r;E J, rl iC ,L'iEF INC ENGINEER KEY OR, 4x2'=6"..'LG.:DOWELS - � I :, . _ R-19 WALL INSULATION .,I .i.I. , r i, E. I1 t.tv1 I IIs SEAL AND"THE AT EACH .CORNER AND y l ) ,,i iU+ �l.i �� .FOE,_o,vFr� BY r is / _ f I 30 FLOOR INSULATION - 1 EEN WITH R x ;I : .==lu l_ I i:. L=,Ir:'c:+r sLICH A_.rtRArloN �;: 4 0 0 C. IN BETW NOTE: 9 -IC iE ALTERATION.I1-1 . .� _ STD. 90' END HOOK LIGN BONUS R00M \ �.._ - - - . ES WITH .-.v: 3�W.,.,--...�."..,-- , a„,--- .,. ATTIC 'TRUSS � ,�� - 1� MMINIMUM 10 TOP FLOOR ELEVATION _ _ I - 2X II`' lV ' I I l� uW �III WNI I I ll��ll�I I I�11111 llllh 2 4 CONTINUOUS WITH MAIN HOUSE. I I r `� ' �' �' f I -I IIII--1111 lli l 1111 lil�l�ll®Ill II(�®II)1 III O A AND BOTTOM CHORDS - I- - - - .. SECOND FLOOR ,i ,t a l N F I, / / _ >�'_ 1.- \h/ i i �'�� ,���lv 1 \ ./ \v� _ - - #gp - \wry , I t';- �E..i- � f , � � � I I. I I,� I I I, I: -� ,)(�WMI -1 I .. -___ -_ —.._., .___ .,..—__--- - . .. _ - - . T, j I �a - �N _' .:. TY'P'ICAL BUI INS SECT1 .I = = TYPICAL” WALL CONSTRUCTION 5/8" TYPE "X" GYPSUM ��[ 3/8"_1'=p � . - EXTERIOR VINYL SIDING WALL BOARD ,ON CEILING: cri ;L�%�, �,/ i -. �C j I `J� \C �` F' — l% ! - TYVEK HOUSE WRAP i ; - �t < < r\ - - 1/2 INCH APA WALL SHEATHING . „ . I -_ - 2X6 STUDS AT 16 INCHES O.C. - 5/8 TYPE X GYPSUM WALL BOARD . .1 I (ALL PERLM,ETFR WALLS) 1. I Fe:j I fAL.F' T1s IVQIf l> - jAl E" 2005 . RAGE - ' " - ' F �. � � I I . . ..., . i. ��__ _____j � , , GA I L. . •, ��=. DRAWN BY Dt��R . h,. 1. �r,. ,, 24-304BL - _ r ,,�,, yr 1. }4 24304 ESL _ I . :a 7k rI .F , k x: . - - �_ . - , , 1 hw 11 - - \ - �, _ k 111 .1b � i ll . ... ......, . ..:.. . .. . . . _. DRAWING =•TITLE :_. IIIIII I : :.....:' 11.. . !r �a _ r�llilfemit � 4 UI LDI NG �.E�'TION iIIII — `-. i ����� ��� . I , ''. 1 ,6 1 ' AL��I��I�iM, �� II ��►► III ! III 11111 Ilillll _ ,'I T - - I 11 -1I __ I �,I ,.h. 1 - rrr - I I- - I p - s ;i . ' i .,, ! U E FIELD - , �."._. I I I 11 . DRAWING N 0: I THESE DRAWINGS DO NOI (,ON�AIN DETAILED THESE PLANS REG? IR ' . TH_ . . , - - , VERIFICATION BY 1 HE - --, I I I - - ANY ELS C I R1CAL OR - I - INf OI�1v'IA TION REGAR NG GN - RESPONSIBLE DELI r EY CONTAIN PLEASE • MEC HANI CAL S YS LEMS N JR DO TH PROFESSIONAL. PLEA BUILDING 'ECT/ON SEE TYPICALBUILDING SECTION ABOUT l INTERIOR OR EXTERIOR CALL 792-9264 AT THE _ _ , � I --- 11 , �, .W(3_ -- � 1' ' .. - � , - � �D 1 5 , - SI ECl F 1 G� 3 8 .=1, =.0 FOR ADDITIONAL INFORMATION _ . - � - � - - -, COMPLETION OF iiOUGH ; / FINISHES. 11 IS STRONGLY RECOMMENDED YOU Nc , - CARPENTRY (FRAMING) NOT SHOWN. f . INCLUDE THIS DETAILED INFORMATION IN TO SCHEDULE AN INSPECTION. - - .• YOUR BUILDING CONTRACT. Immmomm"Im � - 'z.. Zi I,- • - ,,. � _ - s - - - .. - _ - _ . - - - - . - .. ,, e i : ., , _ ._. _......._w....._...____.-__.�.._._...�,..._. ,, ,, d ;0 _-___ . � � I ' UI � LIIT+�N t�l� � NTiL.�TI�I x rel ` I 1CT �L LT. I CO D v r�IJ. (1 .,, U,�i. J -- ION NOr ROOM. tJAME �00�1 f1(�C� (SCO Q LT. (�;�) ��CTU/ I ,'.. .� F0 n 18. 1 OTE> resum true sat, CEE�.f f�t�_N -_-.-- KI FCHEN/BREAK. 205 1. 16.4 30.6 8.2 � ;, Bear footings on firm undisturbed sort. Foundations have been designed for..a..p p ; ark State. 140 1 1 2 .. ... 19..E . .. - 5 6 sal Buildin Cade of New Y bearing pressure of 2000 psf in accordance with Section 401..4.1 of the 2002 Residential DINING. ROOM 9 6 "' "i ham" Dc sii/n� .d in uccora°unc.e with x.002 Resident y 9 P �,. 1�: Code of New York State. If soils encountered are expansive, compressible, shifting, ori 9.6 �,,i Building LIVING ROOM 214 17.1 19.5„ g 0 _ r notify Engineer of any discrepancies in dimensions or have other unknown chnrocteristics, soil testin shall be erformed .to verify:soil properties and Contractor shall y 9 9 P I. / not scale Drawings. - i 38.9 - 19 2. o,� a`�� DO � the design presumptive bearing pressure. SITTING ROOM 250 20.0 elevations. y finished rode. MASTER BDRM 281 22.5 . 22.5 11.3 11 4 .. Contractor shall notify Engineer of of exterior footings for frost protection is 4 ,feet below f g Do not change size or spacing of structural members. C Minimum depth 9 dimensions or materials shown on the Drawings and BEDROOM #2 123 9.8 25.7 4.9 12.8 r ,' proposed deviations or substitutions from the same size and t 2 feet at splices. Provide corner_bars in .footings, I 12.8 �� � F 1 s or substitutions accepted by Engineer. Lap footing reinforcement P make only (hose deviations � 13.8 25.7 8.9 number as continuous reinforcement, lapped 2 feet with main reinforcement. BEDROOM f�3 172 on safety. Contractor shall { 1 1'4 � These Drawings do not include necessary components for constructs y 9 BEDROOM #4 168 13.4 22.5 6.7 r4 h J safet Cost stepped footings monolithically. Refer to Drawings for ,Typical Stepped :Footing Detail. See; ,,.� r , responsible for cvrrstruction y be ��Ig,ly r��pon NA foundation plan for approximate step locations. HALF BATH 3.0 ARTIF. LT. REQ'D 1.5 MECH. VENT. REQ'D {I 9 l d slo es of, New YorJ State Energy Conservation Construction Code with amendments. - I H �, 2 ' MASTER BAT t Designed per I NA [ 3 0 3 5 1 5 1 7 t0 Excavations shall be laid back to prevent sloughing in of sides. Maintain. -sides an p defined in Section 8308.4 of the 2002 Residential i excavations in stable condition until completion of backfilling. Foundation excavations. shall be-!( j NA 3 0 3 5 1 5 1.7 All glazing installed in hazardous locations as d FULL BATH I J hand trimmed to remove loose material or edges left by equipment. - I II "�' Building Cvrle of New Yvrk `;tate shall be provided sta da�awtthewhich et complies. 9 I of lass and the safety glazing 1 the type and thickness g ion t Glazing Table for glazing requirements. Backfill foundation walls with sand and gravel which are sound,: durable, and free of. ' � '� See Minirnurn Cotegory classification 9 NOTES organic or other deleterious materials. Install backfill evenly on both sides of ,walls where ` a minimum room vent dis )agement of construction, Backfill shall not be placed against basement 1. All habitable rooms shall be provided with aggregate glazing area of not less than 8 percent _., c vide.d with heating facilities capable of maintaining alts necessary to pre p doors, louvers, or Building shall b� pr , a e floor and 2 feet from exterior w of the floor area of such rooms. Natural ventilation shall be through windows, a point 3 feet above the walls until the walls have sufficient strength and have been anchored to the floor above. I i "` terrr!r-ae;rat!.rrc of E�8'F cat p temperature. Finished grade at perimeter of foundation shall be sloped to drain surface';water away from j i other approved openings to the outside air. Such openings shall be provided with ready access .�•„ in habitable rovrns at the design temp • building. The rade away from foundation walls shall fall a minimum of 6 -inches 'within first 10 feet. or shall otherwise be readily controllable by the building occupants. The minimum openable q e ordance with the minimum g g - � all be s aced in ace area to the outdoors shall be 4 percent of the floor area being ventilated. shower fixtures shall p � l .i '� Toilet bath, and t: s °or backfill and slab subbase material in layers not more than 18 inches in loose 2. Glazed areas need not be openable where the opening is not required by Section 8310- and fixture clearances diagram on this drawing. Place inter percent of maximum density. an approved mechanical ventilation system is provided capable of producing 0.35 air changes m k I ted to the primary I _depth and compact to 95 p "� ted. Alarms shall be connec P abitable per hour in the room. ? ;a� All err ,vke alarms required shall be interconnec . k-u Perimeter foundation drains shall be installed around walls that ,retain earth and enclose h 3. For the �urPose of determining light and ventilation requirements, any room shall be I p, T; I Perimet building ewer sourer and shall contain battery back-up. r"t � J P . Ar AgA�I� s. AFAs �AIeW QrBdgt In�tAil ��rfPrgted HPP� Ripd' with 6r�Nh�� rAFk w�ARp�d InLL filter fabric considered us a pvrtivn vl un adjoining rvvrn when al leas) one hull vl th<, urc;u vl the cvrirmvrr r•r;,� I h® ( AdgrAd area to be rotected and discharge by gravity or mechanical means into an wall os open and unobstructed and provides an opening of not less than one-tenth of the floor I °­` - Iclstir` r t frrdrn (�Irlsf it r'rlres t�f mrinlifnrtllrnrl n$N�mhli�N Nhcll ort structure. at or below the P r �'°� Ali fr im i rich is mechanically fastened to support area of the interior room but not less than 25 square feet. sure board which ` approved drainage system. � ,; r.3 c vvifh rninimurn 1/2 inch gypsum "I yW 4. Bathrooms, water closet compartments, and other similar rooms shall be provided with �� coin risin elements of the building thermal that retain earth and enclose habitable or usable space located aggregate glazing area in windows of not less than 3 square feet, one half of which must be j :„•�, r- In ail framed walls, floors, and roof/ceilings -comprising the warm side of insulation. _ _ Foundation walls h Poly vapor retarder shall be installed on openable. envelope, a 4-mil p y p below grade shall be dampproofed from the top of footing ; finished grade. 5. The glazed areas of bathrooms, water closet compartments, or similar roams shall not be I u � I ,,� E 1. s both vertical and - ovided with ventilation openings .. ri -r all concealed draft opening _ cut off Dor space created in crawl spaces shall be pr required where artificial light and o mechanical ventilation system are provided. The minimum .., '� . eblocJ<inc shall be installed to c d cavities shall have The under fl p „ , Fir J and roof. Wall stud exterior walls. The minimum net area `shall be 1 :square, ventilation rates shall be 50 cfm for intermittent ventilation or 20 cfm for continuous ventilation. ' ='` I between building stories and the top of mineral or through foundation walls or s._- . u s all be within 3 feet Ventilation air from the space shall be exhausted directly to the outside. ..-r ,a::.3 horizontal . . . ckin in (it intervals not to exceed 10 feet. Batts or blanker foot for every 150 square feet of crawl space. One such opening shall firebiv 9 d blocking shall be used for fireblocks g . a y yr solid woo 9 foot each corner of the building. Ventilation openings are not required when the •ground surface 6. * - Indicates mechanical ventilation required. . l �-I I glass fiber insulation u _ .is covered with 6-mil poly vapor retarder, the space is supplied with conditioned air, and 7• ** - Indicates artificial lighting required• i exceedin 30 square feet. Openings shall be _{ `j attic areas 9 the exterior erimeter walls are insulatedin accordance with Section 'N1 102.1.7. 8. *** - Indicates screen door required for exterior door to comply with ventilation requirements. + ¢_' Attic access shall t,c provided to P 22 inches b 30 inches and shall have a minimum 30 inch unobstructed 3e"° rninimurn y w:� ! headroom height. I Anchor sill plate of exterior walls to foundation walls with 1/2-inch anchor bolts 12 inches''` i °'�' I maximum from each end and 6 feet maximum on center in between. (Minimum _of two anchor P ) n , bolts in each sill piece.) Embed anchor bolts a minimum of 8 inches in concrete foundation F�,i>?_r_v��Es l�llTED DESIGN LIVE LOA walls. - UNIFDRML Y DISTFI D % I v shall not be less than 36 inches wide in clear width at all points above then Pre ,than 9 Stairway I handrail height and below the required headroom height. Handrails shall not project MATERIAL PROPERTIES ; I 1/2 inches on either side of the stairway and the minimum clear width of the stairway at li LOCATION LIVE LOAD (PSF) i ail hes ht, including treads and landings, shall not be less than 31 1/2 inches Concrete: Footings, foundation walls, and interior slabs ort grade shall have a minimum and below the handy g 7 inches where the handrails are provided on - 1 I compressive strep th f'c at 28 da s of 3000 sr. Exterior slabs on rade and garage slabs t 60 y p g g g �: where the handrail in installed on one side and 2 P g - EXTERIOR BALCONIES - i . + I 3 shall have a minimum compressive strength f'c at 28 days of 3500 psi. � Y" 1 r` �` ' both sides. - w I DECKS `I O minimum tread depth shall be 9 inches: - �' KA; � all be 8 1 4 inches and the mr Concrete shall have a maximum water/cer'nent ratio of 0.55, a maximum 5 inch slump, and �', r" " The maxirnurn riser height shall / +I ' sured vertrcall shall have 5 to 7 percent entrained air (ASTM C 260) at exterior exposed-Jocations. � ATTICS WiTHOUT STORAGE , 10E.• 1 , unimum headroorn in all parts of the stairway shall not be less than 6 -8 mendin or latform. �' r - - - (� � . 1 h e rr oil . ed lune ad oirung the tread nosing or from the floor surface of the fa 9 p Reinforcing: Deformed bars; A5TM A 615, Grade 60. from the slop p J1. � 71 � ` Al sic Wllll SIUHAGL 1t1 i�" r or radeI- I11 I „ a- 6 1 above the flog g1 . located more than 30 inr;hes better race-Wine-Fir ��PF). or raised floor surfaces Wood i�raming: No, 2 or P balconies, gd F orches, s of sldirg With d 6tdl fi . ROOMS OTHER TN,AN SLEEPING ROOMS 40 R en sl de , . F cc L . Ic llt. n e �- Ili i.,c;luw hull hove: gumd"; nv! less (hon �ti inche r it) shall guards not less than 34 orches - - 30 inches above the floor or grade Subflooring: APA Rated Sheathing. t _ of more than the treads. , .'i I in height measured vertically from the nosing of Exposure Durability Classification: Exposure 1. - SLEEPING ROOMS 30 aised floor surfaces, balconies, and proches shall rave Span Rating: 48/24 (23/32-inch minimum thickness). s 1• " Required guards on open sides of stairways, r allow the assage of a sphere 4 inches or more . t STAIRS 4011 � ' : intermediote rails or ornamental closures that do ria P j' Roof Sheathing: APA Rated Sheathing. -N. - - °` in diorrieter. Classification: Exposure 1. 70 Durability „ . Exposure Durabrlrt C two or more risers.' Handrail ry 6 ` 15 32-inch minimum thickness). - c GROUND SNOW each stairway with , .,. =.c: San Rating. . 32/1 ( / on at .least one side of 38 ails shall be rovided es and not more they P ` Flundr P air... �:::: , shall be not less than 34. inch _ - t. I above the tread nosings, d abs a Dint directly ' height, measured of the starrs,:frQm. P TEGORY C 9 continuous the full length Wall Sheathing: APA Rated Sheathing. - ,, drvils shall be co,ntrnu - - . red han r ht. . required e fl SEISMIC DESIGN C4 1. riches. All q t direct) above the lowest riser of th 9 _ a flight to a point y Exposure Durability Classification: Exposure 1. i . he to riser of J above t p - 6 9 16-inch minimum thickness). p 90 I e wall San Ratrn 24 1 ..,.:4, ,.<_ .<. inches between the p 9 / ( / `" MPF than 1 1 2 % BASIC :WIN SPEED I have a spa of not less gIc SAFELY NEW YORK Handrails adjacent tv a null shat P I - CALL BEFORE YOU DIG ��' 1 WAIL ,THE REUITY RESPONSE and the handrail. ,# CONFIRM UTIL �� _ . _ . � ' - RESPECT.::THE_ MARKERS der stair surface �M. . walls and and - . stairways shall have I beneath y la s puce A ", ucce�sib ; v_.ed F L ncl . DIG WITH CAf2E• Duerr . ch sum c g In EVERYONES RESPONSIBILITY lased side with a 1/2 yYP vii ter, enc I - -.... ;, - - - - , ,..,- a 00-962 7962 BEFORE.'(OU-_DIG F.: .. . anchored 5AFE DIGGING IS PLEASE:CALL -1''8 " ' all be positively lar exit fa cilrtses P :�, e.- r Y.. DDITIONAL similar ;- - VISIT, www.di sdfel new or .coin FO.R A s decks, and .• stairs, In - 1 . INFORMATION. Exterior exit landings, Or other fasten g WAL _ Lbolts screws, hangers, la , L assn h 9 WA L ar building structure 9 9 hE rim 1 - to t y - - I WA I. I -WALL withdrawal. - - - - - L _ _L - _ _ stems not subject to ___ 4 .4 I 1T IS A VIOLATION,,OF, SECTION ;7209 S118DIVISIO,, - - o - 0 2 OF, THE':NEW YORK STATE .EDUCATION -'LAW,-_ ` -. a„� ° - ° ° ' NY;:PERSON,'`UNLESS AGIING.UNDER THE ;FOR A NG NOTES WOOD FRAMING "� DIRECTION-,OF=A,.LICENSED PROFESSIONAL . 410OD .- - -�/ . j all be in accordance with Table 8602.3 contained in the - „ ENGINEER, TO_E�LTER THIS DOCUM�ENT:IN ANY' Nailing riot indicated on Drawings shall - Hr. L J J 4„ C 4„ ,_, WAY i N T BEAR York State. 4" CL. �� -GL•� 2 CL � F `A I INC 'THE S L'OF AN Residential Building Code of New Yo �'' . v _ N 11 ENGINEER:.IS ALTERED, THE ALT',RING, ENGINEER . -f- j SHALL-AFFIX TO THE. HIS SEAL AND THE I - interior stud be walls. �><( _ row at mid height of Install block i n a continuous s hor izontal i ` Ins y USPECIFICtIDESCRIPITIONCOrFATHE�ATLTERATION Ikil/\Ill 1. to et with Nell, . er in FAn , �r " 15" w. . . o e A Ih A� slcNAr e elements ex S d to W ,A AND,,A Ilse f)ress!ire-trenfed wooer for nll timber P ' 15 MIN "'- `.�.�.` r concrete. ' i WALL f=N/ALL _ - WALL . water, o F I _ - ENGINEERS. STAMP° For "walls arallel with iheaders, ,. uilt-u stud columns at each end of all headers or beams. F noted otherwise. At locations I \ �- Instoll b p kin stud, unless n .. columns shall be a minimum of 1 jack stud and 1 g ' I 1 kin stud on each side of header and jack studs Z. n :- % ! s instal 9 - . - _ u/ / __ . r t o head I /� <- perpendicular -r, c r er dr are - � r where wall P p oder width. . below as required to match he orted lateral) with solid blocking or -_ ii seal 2 b 12 shall be supported y i' N U U �v Joists exceeding Hurn y _ ' ;- 3D tii nli j b I Irl, edin 8 feet. .. . -- - . of exce . bed Inc at intervals n 9 .. . `� ' . diagonal g J - I -/� MIN - 24'. CL; .IN �n -9 . I �, <>_�I _ �,�. n center or the bearing ,` - n 16 Inches o _ 11 more the ° FRONT OF \0/: i> r -/ r uss�s or rafters are spaced m - . Where oi,at,a, Ir the stud beneath unless ear within 5 inches of - sshall b ° OPENING �`,<�'rC)�F ir�;� studs do not align, such member header direct) below. _ d with a triple 2x6 head Y 1 1 � supported yr reinforce P . the to plate is PP , . . - ,".4 �-WALL METAL-PLATE CONNECTED WOOD TRUSS NOTES IES .. _ - : 0 sf to chord dead WATER CLOSETS ''`.i. SII, F' _ ble of su orting n top chord roof snow load of 5 p P - . Trusses shall be cape PP . 0 of 14 sf, Design trusses for bQlancod snow IQ ds tad g . I , ad P load of 10 psf, and bottom chord de SCALE. AS NOTED se erste load cases) in addition to dead !Dade. Maximum - arid uslt Mance �naw IcaarJ; two p DATE: 2005 truss deflection shall be L/360 for snow load and L/240 for total load. - : I I t I 11 � . I I . I I - . I . • in accordance with -Section ':,- - .. . . J I ficial c ement Of . Code Enforcement I. DRAW R to the Cod c n drawings s � ° Submit truss desiJ 9 . 8802. 10. 1 of the 2002 Residential Building Code of New York State error to installation. . 1. i H D U S E ,PLAN NUMBER: I "Fe%jl, , - : - "National Design Specification for Metal-Plate Connected Mood Truss` Comply with ANSI/TF'I 1 9 . 24D -LCL Constn,ction", latest edition, a of the T.P.I. I - - I - hall be in accordance with Quality Control Manual . 11 F <$` Fabrication and erection of trusses s r . It '� N C/F G :A.. 'lN� b 4-inch bracing at 'approximately 8 - � '� - chords with flat 2-inch y G®R� CLASS�s bottom lJ/t// �✓/`�� brag truss between �N I acro DRAWING TITLE Continuously ane) points. Provide diagonal bottom chord_ bracing or near ted at P P IG IN DDORS AND SLIDING GLASS r cg rater, loco feet on ce ter F S GLAZI� �, 'v feet or rn waO FE lls and at 20 f ran-bear ING PANELS GLAZING: PAN.�L. i in at end g G LN GLA of bur d T-RM GLAZIN RS PATIO ::- ltul bracing for full width 9 al rocs D SURFACE GLAZING IN S OSURES REGULATED DOO baric°r J _i ch b 4 -inch diag9n_ G ExPG)SE e continuous vertical 2 n y REGULATED EY, ITEM , REGULATED BY ITEM 6 ENOL - �c hout length of building. Provide dip onal SIDE OR COMBINATION DOORS R 308.4 TYPE . throughout 9 hard of truss, Qie parr of g ARBA Off° ONE L C ION R308.4 BY. TIEM 5 OF R , <. e to bottom c .4 OF SET - . t�rt::rC,inc ni ,'IFfd to �jc14.h trot diagonal train ridge d walls. DOORS (CATEGORY OF SECTION 8308 SS CATEGORY CLASS) 1 OF ONE LITE ) cross bracing required fur each six trusses. Firmly secure bracing to gable en (CATEGORY CLASS) CLASS) (CATEGORY`CLASS) . (CATEGORY CLASS) (CATEGORY CLA s with verticol 2-inch by 4-inch minimum studs at 24 inches on center. I II 11 __:- _ - F Furnish gable end trusses 9 SQ.FT. OR LESS I I NO REQUIREMENT r. NOTE: 9 s hangers, and etc. required -- 11 THESE PLANS REQUIRE,FIELD THESE DRAWINGS .DO :NOT: CONTAIN DETAILED Truss manufacturer ,to design and specify all truss connection 9 iI ;;II it VERIFICATION BY THE" DRAWING N�. vin orients. � MORE THAN 9 5Q.FT. 11 II RESPONSIBLE DESIGN INFORMATION REGARDING ANY ELECTRICAL. OR between indicated truss c p _ . _ ` . roller support at the PROFESSIONAL PLF�1sE, MECHANICE�L SYSTEMS NUR DO THEY CONTAIN Trusses shall be designed with a pinned support at one end and p PP CALL 792 9264 AT:TFIE; . ERIOR 1 r u� • SPECIFICS ABOUT INTERIOR OR EXT 4. "� NOTES: ES. STRONGLY : REGOM,MENDED 3W.� „[ a horizontal force results. INDIVIDUAL GLAZED AREAS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED IN SECTION 8308.4 SHA�AR�A1201 COMPLETION OF ROUGH . opposite end such that a zero 1 YOU, THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201. GLAZING SHALL COMPLY WITH THE CPSC 16 CFR, CARPENTRY (FRAMING) FINISH IT IS of truss layout Ian,11 I - ABOVE.e co (or review y t P II AS INDICATED IN THE TABLE A design professional on copy FOR CATEGORY 1 OR TO SCHEDULE AN IN INCLUDE THIS DETAI4 1LED INFO1.RMATION IN Truss manufocturer shall submit to g p CRITERIA tamped and Signe d calculations, and installation instructions. YOUR BUILDING CONTRACT: I g V, - - ,,,. - , ,, . _,....,...:",,,.,.. :, ,Q, _... -