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RC-000458-2016 (2)
: I , I ED F i `' • O _ �, %' \ \� TOWN OF ` O PT® / levied Y• MENINNEU \ Ole: ,� > - 1 / __ _ L._' .; . ,i �, a ,_ ;,. meq,- .- � . . , _ ..._m,_. _ __ __ _�� , p , r Si } - 5 ,,,, 11 . , .� .,,. , uaL.u.w.w. v „ i . e u i.�uu..0 Jue an. .0 . ..,.. I �. ., ., „1.,.1 7, w ., i,,., ii.,ii"i, ",' 1.1111-.1 t w1 n _:.,mw _ _ - I¢, .a,., r a 11 I ,I i ii i ii i,, ie. i - , ..,., ...... _-,,. - . •w -111-wu . __ - - --__ _ "', , , I' I! ' I' {j7 11 IF ' . I �a K{,��� 1 I (-B-J I ( _I 4 - 'ice:. - ,. I . .. s _xq I - , " (/ ) : r'� , -,a= _. . . _ li �,'� f Via.....{ i ,.D ul I �,� I � 1 , � I % : � � T� . . ""14 -, " L , I � , � , � ,,i , :l , I = - II I I .: , . SHROUD PER GENERAL FRAMING NOTES �,� BUILDER - THE FOLLOWING NOTES ARE SUGGESTED MINIMUM " ev_t ' I REQUIREMENTS ONLY. DUE TO A VARIANCE OF CODES PER I :' + A6.1 REGION, PLEASE REFER AND COMPLY WITH ALL YOUR LOCAL 7 ' O CODES. CONSULT WITH LOCAL ENGINEERS FOR ALL STRUCTURAL 4„_� .'.. DIN cy ov REQUIREMENTS. _ ...m ,.. „ _ I rr °r "' k° / 1. PROVIDE PURLINS AT MID HEIGHT OF ALL WALLS. '' 2. ALL JOISTS AND RAFTERS SHALL BE ALIGNED OVER STUDS - _ ,.. . . /' _ .✓✓' it I BELOW. .� NOTE: SEE GARAGI_- OVII ZVIOIZ�O IAVIHORA EIOS THOISIYg00 �. 12/12 SLOPE s. ALL HEADERS SHALL BE 2-2x1o's WITH Yz" PLYWOOD �_ ELEVATIONS SHEET i FLITCH PLATE UNLESS OTHERWISE NOTED. i_ 12/12 SLOPE BTOISITR�SI 2WA,I `I'HOISIYgOO sASI�Q�� OVIIVISiAW � 12 ' \ 12 ^ Rr ,� 1 4. FRAMER TO INSTALL DOUBLE FLOOR JOIST UNDER � r"=---6 ��3"� ,41.3 FOR FF DIMEN- . :HTOZ ZIHT 10 ,IAVOMHH aHT SF{INGI 1 5 PER 1. PARTITION WALL PARALLEL TO JOIST DIRECTION. I SIONS° 12/12 SLOPE ' SPEC, I' 5. PROVIDE 1x4 CROSS BRIDGING AT MID POINT OF SPANOR `-.{ SHINGLES PER I BOAR? F r 8'-0" O.C. MAXIMUM IN ALL FLOORS. SPEC. ----7.---------_- ---- - - 6. ALL EXTER OR CORNERS (INSIDE AND OUTSIDE CORNERS) SHINGLES PER // Bar EN __- . , 11 SHALL BE BRACED WITH Y2" CDX PLYWOOD. NAILING :I I SPEG. x, _ AN L / - -- -- -- -- - - - - - _ _ _, -- ---- ----- I -____._�.__. __ ^ _- _....-' I2/I2 SLOPE SCHEDULE SHALL BE 8d COMMONS AT 6" O.C. AT ALL EDGES ' -, - 2ND GLG�I D Fad COMMONS AT 12" O.C. AT AL INTERMEDIATE STUDS, -- -- -- -- -- -- -- - -- ------- - ---- -- --I - �� -® _ -- ----- - _ - ---- --- --_ . .I-- I - -- - - - --- _- _ -_----- r- lk. m ___ __ ______ _____ - - - - _..-_ . _ - - ____ -, _ ( (OPTION - APPROVED DIAGONAL CORNER BRACES BOTH - -- -- -- -- ---- -- -- -- -- - -- ---- --- �i 1I� ''�I+ r_ ., ^ / HINC7Lf-cJ PER DIRECTIONS AT ALL CORNERS). ( - - -"- - /'-'- - - - - - - I ' r,. - - - ____ - _. I$fi f. ° I I'D 7, ALL COLUMNS OR SOLID FRAMING SHALL EXTEND DOWN T 1 / 14/1 2 SLOPE I THRU ALL LEVELS AND TERMINATE AT THE BASEMENT , 1'd Sf • L I I,r'"' SPEC• 2 FLOOR AND BE SUPPORTED BY A THICKENED SLAB, GRADE I f - ----- .................. .- --_--- .,r // -� - I BG ARP 8 12 BEAM, OR POUTING DESIGNED TO CARRY LOAD. --- - - - - - H PRG REV 1� I� hh77'nn RAFTERS sd' I I BATTEN p VIDE DOUBLE 2x8 STRONGBACK AT MID SPAN FOR REV. 1Yli. DATE/INITIALS " I I \ CEILING JOISTS WITH SPAN GREATER THAN 10'-0". Y - I yG i I / FROM 1'-3 3/4" 1 DISTNCE BETWEEN RIDGE BOARD AND CEI PIT H FROM / I 1 I/4" HIGH . ; ni a 1 4 e I 4 RAFTERS PITGH� LING JOISTS AT 1 9. PROVIDE COLLOAR TIES AT UPPER Ya OF VERTICAL U_ I t K.W. ON TOP 811 FASGIA W/ OGEE ? i 4' 0' O.C. MAXIMUM. I " BBRRTTDEN IGH K.W. ON TOP n 10. HIP, VALLEY RAFTERS, AND RIDGE BOARDS SHALL 8E ONE ' OF GLC. JST. oA�RD 14 I �, GUTTE=R (TYP) - 11 _ H TTENI n I 5O NRD / ( _ OF GLC. JST. o "2x" SIZE LARGER THAN RAFTERS. 1 I 3C ARD � y 1' � I I _ I 4 - 'Ila11. ROOF DECKING SHALL BE Yz' CDX PLYWOOD MINIMUM. I _ I S..S. METAL zOOFING BATTEN --__- - . , I FFN 2/12 SLOPE ' PER SPECO _ _ �In 1..n iP p� 2ND FFA 12 USED, TRUSS MANUFACTURER MUST PROVIDESHOPg ��.:,y„r : - - I ,fl -'----- -- -BATTE _- - J. _` _ _ -- - - -- - - - --- -- -- - # t'- --- AM� ENG. r`% ," ,,, 1 R SYSTE 1ST GL DRAWINGS WHICH BEAR SEAL OF REGISTERED ENGINEER IN -�xF>'- f�>��--I� PI��PPP�P 6iAp- ---- -- -- -- -- --- - -- - -- STATE IN WHICH WORK S . - - -- -- -- _... , I. - - -- -- - - -- --- - - - - - - - ---,- - -- _--- - - WI u o -- -- -- -- --, ° -- - - --- . �� _ -� 13. ALL CEILING JOISTS AND RAFTER BRACING TO BEAR ON - -- -- -- --- --- - -- "°"` = INC WALLS DESIGNED TO CARRY LOAD THRU LO BEAR ___ �.--_.. - -, -_ _ _ AD 12'•BE' � I I I " Qj� }�R I > I - - �DNG� HDRy ALL LEVELS AND TERMINATE AT BASEPAENT FLOOR AND ? ° _w.,,-., ,.. :I D;�nRATI�/E LIGHTING -Hf� ,, o w. �, .. ... _i - _ Ilk - - _ I I ----- - - ---- -- - ►.._ 1 . __°...-_ _.._.-_-._,_._.____....-._._a-... _ .__. .. _F. ,f�®Ai DS�� - o..n _"�' �. ��._�. _ -.=- -� -- --- - �i ,'' I x -r ! I - PEP- BUILDER�' v T IIS , " -I -`�� - ,-� - f - -I = BE SUPPORTED BY THICKENED SLAB GRADE BEAM OR - I'll I 4 t_ ;I -- --9-9 , 51L/II`1C_2 " -y"; -\ ° j�OO /W j(,-I u � = 14• ALL BASEMENT WALLS, BEAMS,SAND, COLUMNS TO BE R ED TO CARRY LOAD. .. - 1 I _.. - . __ ® - 1DING i�f 6 CORNER 9 �p ,--,-'m - I. I I -� 1'� y� x - - i. - i r ZRI ` T P`- -BOARDS (TYP.) p DESIGNED BY LOCAL STRUCTURAL ENGINEER AND MEET �». I{� kr a - - _ ffflI Q/ ALL LOCAL CODES. i. 3� oI -S�D{NG - I I �' ----- --. � _- - . , = m _ SI°DING -I, _ - I I / FRONT p O 5. ALL SOLID FRAMING, COLUMNS, r VEAMS, ETC., TO BE . _SIDING - _ I W OL'S wv - -l �' I - ` = O HIGH ' .. O ALL LOCAL CODES. S7 - � � � - ' OT�1 36 STONE � � DESIGNED BY LOCAL STRUCTURAL ENGINEER AND MEET - I - - - Q 16. ALL FRAMED WALL DIMENSIONS ARE''BASED ON 2 x 4 I ^ I - ' --- -- : W z STUDS UNLESS OTHERWISE NOTED- r" tt t R �S1DI��G-c� l _ I 11. J ___-_ _ _ - - �____ I i i STONE`BAPS A w/SLOPED � = 1 _ _ � I 0 SIDING- STONE � 03 Ill --- --- - -- - - ---- -- I SNE: �IUllvv T' ......:... ... .-, ®.�,� GAP oc� p - - I -- - - _ - ' r ,P Ill . I . :.,,..... i� 1 1 sFIE] - r I cf) �� v STN_ 71 �- O �_-° ;T�� - i- - -- --- -- - -- -_ -- -- -- --- - - --� - E �'_ I _ - - _ - _ - a L___--- -- - L - _ _ _ - - - ° STN - )Qi- _ - " 11 � 5 . - .. ° STER PER GRADE" � � STOOP PER /SDE , tI %� .t �� I L . �IlQ ', a ro , GARRI AGE STYLE I m - GARAGE DOORS (TYP) - ._.-. ,. h_...O L. VT 01. N r I x, � _ ,. ,,, : SCALE: 3/16" = i'-O" � � Q ----- g NOTE: ALL SIDING - z 1 1 ARE HARDI PANEL/ .: _ I PLANK LAP SIDING i - _ -� - t i lj� a� w,dam { r® " E f i''` _ <S _ � ' r� �y1 a _,r- . � � 9 11 , bx ', .." . . . _ O = I. . _ ®� _. ..,,: jA `zy f SHROUD PER -,, _ _: , - ,°„ A, r~.,•:. DER r -. r... (, ,. I 1 111 ® �..V ! 4 , # '- :- 1. ., - - _ I - n , -, .... , _ aF.'.`t a -.. a. ' ` °ozi BVIOIZHQ SA`110 IA' BIOS THOI, Y 12/12 'SLOPE °I ''a.Ft -° ZTOISIT8RSI ZWk THOISiYgO� 'IAAI d'O Dzizakff_'.•*, 11�1 - THIS DRAWING IS THE PttOPERTY OF I : .'i 12/12 SLOPE = `h 12/12, SLOPE 1 '_. .; 1. It -�TOVI', IHT ;�0.,:IAVOM$SI.:BHT. ARCHIVAL DESIGN, INC. :,ND MAY NOT BE USED, _- DING ": e F%-.- +' ; •`° - - .. . -", - � p _ _� , REPRODUCED OR PUBLIS IED WITHOUT 'f1iEIR S} WRITTEN PERMISSION. AFCHIVAL DESIGNS, IN,'. s I 12 q _ il, _ - SHINGLES PER, `SHINGLES,=PE��r " - - -' I i 1_0 I S EG. SPE G:-'>° 1 STRUCMTEDES NFRO)) THIS PTY FAN.ANY THE HOME CON- - S ✓ OF THIS i' - -'- -- - - -- - - ---- - --- - --- - --- -- ---- ---- -- ------ -- -- - - - - -- - .-- -._-. - - - _ - - - - - - - BEFORE i_ `II RESPONSIBILITY OF THE PURCHASER - ------ -- --- ---- ----- -- - - - --- - - -- --- - --- - _. __ t-- -'- - - - PLAN TO PERFORM THE FOLLOWING ---- - ---- - --- -- - ---- - - --- - - ----- -- =!=�- _-----:-.---"='= - - - --- ---- -- ---- -� -- ---------- -- -- -- -- - �- i j _ BEGINNING ACTUAL CONI:'TRUCTION. 2ND GLG - / - -_G T Jc--- '' s I t.) BUILDER OR CONTRA.TOR MUST VERIFY ALL - i ---- PE1`4 BUJ DER/MFG. 18"x56" WOOD I f I � l _ , I I .1 ,- 12/12 SLOPE I I l z I / LOUVERED VENT I DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION. 12 I I 2.) CONTRACTOR MUST tiERIFY COMPLIANCE 11 ..__ l BARTN - SHINGLES PER I , 1 WITH ALL LOCAL BUIrllING CODES IN THE -I I I Ir' ' I AREA WHERE THE HOME IS TO HE I I�, _ 12 t`' f } SPEC. I - 1 ) CONSTRUCTED. O I z' " I O.) PLANS INDICATE LOCfflON ONLY; !I I ! �O i_J I ENGINEERING APSEC?S SHOULD INCORPORATE 12 `1 /' i ` BOARD $ - I I ACTUAL SITE CONDITIONS. I II- " I B A V I j - v i 1' 'I ""' e_ BATTEN -, � I i CAUTION MUST BE EXER:ISED-IN MAMNG ANY - o ° I _ , 3.'12 �. jr,./l> - - I , I Q - � 5.�. MFT I_ ROOFIN NSR f. -. . _ - --- - -- --- -- ---- -- - . -- CHANGES TO THIS PLAN. ONLY A QUALIFIED f�5.:�L.. -- -- ---- - - -- -- -- - - - - -- -- -.° - 17 - -- --- -- -- _ __� - r,a ,,- [- i- -- ---- -- ENGINEER SHOULD ATTE,4PT MODIFICATIONS, AS % 2ND FF , u? ---- - --- ---- - - .. '`r3 r>r - 1 I'/1 „ I EVEN MINOR CHANGES L`d ONE AREA OF THE - a ,. .. ', ii� - -- - - - -- - - , ., - .. - .-. - _ ,- - - - - 1 - - - - _ - - - - J - 1 I- °. .,, - -. __-_ - lli� - -- - __.-._., ___ ..._._ _ HOUSE COULD LE T R R HLE. S IN FLOOR SYSTEr_ __ --- _ 1ST -*GLC „ , „ ,, ANOTHER �A. ® ' y le �dl� .,..., t SIDING °., I .: - MIDI - N6 ~ HDR. li _ . , - - - ---' ----:- -- - --- --- - - ARE OOTA E - - 4" CORNER �+ T - 1 - -- - ' S - - ; - BOARDS .(TYP.) 3. E� �� i G � '- ROUGH HEWN! I .1 - ' " 1011 QUARE _ - - / -I 36 ASS 11" . - �� SIDES REAR - �_ - - - "� STONE BASES _-_ _ - - , TYP - - - _ __ _ 51 1 NG. e.. .,._, . . Q) 3 " I Bonus ...W -..._. � � , O - - - __'_ - - ' - -__===____=--===:=======__- - ----- - -- - - - - - --- . , . : _______________ _ _____________ __ _ Subtotal -..�; - ---- __ SIDING W. RAIL_ _PER , -i _._. - c> In-Law TONE BUILDER NOT ., �.,m ca SHOWN.I OR _ E O I , - ON STONE - - - __ STONE CLARITY` -- --- - - - - , a� ST E _ _ _ _ - - --- I a - _ _ Subtota w. -- - -- , _- - - - - , --- - , - -- IST F F ,_: „ , a _ „,_. : P r ;: % - S % B ,.0,.11. , - -- -- --- - ------ -= ----- T -- -1.-- - "'�^ ,.-# , � I - - - -_.-_- -.- - - - - .... - - - - - - --- -- - ---- - - -L,- - --- - ,S[41'' ° - - _-- - _-- _ - _ _-- -_ ---_-----_ --. - _ M _ _ _ .. - Ill y ®® a / - ..- - - I r .,,1. - - «}.!a - ' vG,j.P.L,. -"}.. .. - - Gal a�l, •:. " S 0',•S '�I I I STONE I ;F: . - , STONE _.._ - STONE a: STONE I _; STONE F. .. -.-. '.,_,,. ... �. J ®t�2�P l ; . - % . "�` .- . STEPS ,PER GRADE STEPS PER GRADE. -- ` _ N TE:.' AI I SIDING r }. . ff �t�luT . AR HARD I PANEL/ .../� "11.�11� _',I O+ I r " P_ PL Nr_ LAP SIDING it E L .: 11111111� _� y Total l I P 6 r p . ^ -. SCALE: 3/16" I'-O" .-, -_ - . ,�F p) t�UTrf/ �4j, N .- I _ r I Z I � c j I ` �`n , rf rf <I DATE: ' r . , .1 I - �_ t l , ,� . . -11 I � , _� ti, ,� � . . . -i_; 11 ,O ' 11 .1. I a' . . .. � c of f '1'� : �:;. ,��, DRAWN BY: j f E o I kI �, ,� " � e3l IBW m i d _ ,-i ,,,; � ,,,. . . ,. , . , r SHEET NO.: _ „ a - ,�_�,_ .� -" �, - . . I r I ,�_ ,� � I 1 L) ,-- .� , " o .1 � I � i. I I ' . : 1 . :z- .4'* ,-, .'I I. � ,� i -� ,�i �" r, �,-!�,. _ t� ," I . I I � � I . � �. . 11 . �-1 I . I . A I - . , 1 1 1 I. : � ': i; , - 1�-�I , Ir .:� � I I 1 : ; � , Ji,r � � I .:- :�).�, - � , I I 14 ,�,I..., . I ,,, " � t'i'� I _� � -�. I - . . 4 I - � i ; _,�,1� 111.11111". , H, 1111111-111.1.11-1 11 ', '"". � t: 1,._�� __jr _. I . � � il ,.,.�, !��, � _]'' . 1. : � 11 � I �T, � . I � � ._� , .- . . � : I � � - . I I - I'll��,..1,1�111.11.1, _ I . � 1 . � � - - - -.11, I — — - � ' '........... I - ----. - .-___ -___ : � � r � �,1- 11 , �I. - � I I 1� .11, I 'll 1-111111 I ,,, I , 11 !".111.1.11,.l.11 11.1�.11111�111..11.11 1.1.�III111.11 1.11��1.11 I 11, ''".".: ,,�,11,11'11�11.1�IIIIIIIII'L..."�1.11�..'',,."�".. 1 �,'�. l�1-1-1..I�'."'I"'". ' 11111-1 - �, 11-1 "I I I 11 11 � I 11 I I ''I 1.1111, 1 . - I ' ', t.1- - _. 11 "I". 11".-,,,-.,,,11- I 11 1� I I -1"I� I I'll 11_.11.11 11 I I 11 I 111�1 I - .1. 11 11 I'll I - ,� I . I I I . . I Ir, -111 I 11 I I ) 11 ,11 I - _. ., 111� 1.11, I I - 11 I 1. '.111 -111.111.1 �, 1�1:1.11,,I'll . 11.1, li�.1, ,". I,,�"I.I j,� ...I 'l�.,�, �l .. ",�".''", "",�'',, , , �."., '',.��""", ,� '',', � , I I ' 'I I I .. . 1 .. �: , ., , - �� � � ,� I 1 . ,: . "i : - ., 1 : ,:, , � I , . I '' ,. �°--. ii _ , ,; • `, o . - , . 1. _ r . . , I T 1 , - . i i 5HROUD PER t i' it BUILDER I'5TAIR HEADROOM:THE MINIM J&DRoOM IN ALL PARTS OF THE NOT BE - 1 STAIRNIAY SHALL LE5�T}IAN b FEET,8 IPIGHES(2032 mrJ 1-- MEASURED VH2TIGALLY FROM T}iE SLOPED PLATE ADJOINING TtE '_ � .� - -. f.4i� I-, y.-=-� o TREAD NOSING OR FROM THE FLOOR i1RFALE V- rte---1 p.,u9 IDINC 2x4 EXT.FRAMING�-\ } I u Ib'ON CENTER,r�INSULATION , a d� 1� 12 I-04 PER GODE,TYP.0 Ist I gnu t C¢ 1 * � -2 ax4 TDP F TATE 12 OYII �VIOIuHQ IAVIHOHA i;IOS THDIHYg00 a ,� FL.uN}E55NOTEDOTEPh115E 4 T 12/12 5L'OPE .. , . )A FL 5 TYP. 12/12 SLOPE 8TOIHTM ZWA1 THOIHYl ,IA51H(IH'q DAIMA 1 R - R/E - `/ OOR 5Y TEM PER BWIL INTI /-- 12 :HTOVI �IHT ''IO IAVOI�fHH BHT :: 11 - !___ P,mv4 BIDING OR 5TUGG0 PER �r I�-A� % IZD SHINGLES 1=ER SHINGLES PER - ��`�-`s_ 5I D NG SPEC. I 5FEG5.ON I/2'EXT.GRADE 1--- - D -y- SPED. Nr SHEATHING PER GODE,TV. I----- ' - .. . , . SIDING' - o = t ---- �, y - - -- - --- - O , 2x4 INi.FRAMING D P --- -- - -- _ - _- � � _ - ----- - - - - - --- - -.. . - -- ----- - --- - " - Ib'ONGENTERTYP,�15tt2nd .'r ---- I,•.t - - - -- _- -- -- --- -- -- -- -- ----- -- - - - -_-- - k- 2ND GLC h - - - -- -- - - - - - -- --- -- - - I � �� .. w ... - ------- - - - - --- - --- - -- ---- I " - -- -- ---- --- c - - - -- - - -- - _ _- -- - - - r i R.UNLESS NOTED OTHERN115E\ _ 1. _ 6I I I I I ' - +, ....S--.- .. •.d}, ,. x, '+'4_3 t: - e 1 c- -k 6 ,, y -✓- - 77� 3 '" _,� I IO/12 SLOPE II I1 �� }~ �+ Itl`'' = g - 14/12 5LOPE I II II ------- -- ------ ---- - --- - - - -- 1 ,{ - ' LANDIFY a SHINGLES PER I I I 11 f ', . ,:, - r I SPEC. 1 RAFTI RS PITCH I I I 12/12 51LOPl ' . FROM 7 I/4" HIGH 1�3i1 I1"61 ' - - op C/12 SLOPE IDINC 11 I I I ��� 1 K.W. ON TOP OF ' -f ; 1, ;� �� n i � ' a GLC. JST. O 2ND PLR INTERIOR IST -LR INTERIOR L c) � 1 I �l I RAFTERS PITCH II II SHINCL IS P� ,, � TRIS?TYP All f.' (,� 1 _'-' _ ', FROM I'-O" HIGH K.W. SIDING II II IISPE \ 8" FASGIA W/ OGEE : 51DINC 4 GONGRETEFGUNDAITONAND p - I ,-•..., ( ) y' _ _ INTERIOR G ON TOP OF GLC. 11 11 1 1 TER TYP = FOOTING PER 5TR ENG. 2x4 BOTTOM I 2ND § JST. - - - --- 11 -- -- - - -- --- - - -- -- -- -- -- - -- - - -- - - - - - --.- -�$-- --- - - - - a - - - - II g Cy D E I O/ PLATT TYP FLooR sYSTEI� -__ _ � � _�ys.�: .�. _ -- - _ --- -- - - -- ---- --- --`=- - r GLC, -'- - - - --- - k �.: - - - - - --- - - - -- - - 4/l2'Si O. °GALE:3/-4°=I'-o' I 51D1 • "- „ ��..,..,.,,.. w,., ,�.� - NG ~ 1. i _� All �- HDR. - ---- ------: - - -------- - ,E - - - ----- ___ I 1- - , z r " RNER I - J� 1 SCALE: I/4" = I'-O" I, o sauA .E ~ ROUGH HEW l POJ f 5 4 GO 1 I' - 1 o - ;� �`D ON 36_" HIGH' BOARDS (TYP.) , STONE BA'SE5 © SIDES/REAR _ - I i - p '' 0 i ` �j c TYP. - - '��' I I � '� . i 1 § 'j, < r _ _____________ 1=====____ ___________________ _____ SIDING F Y L` _ - _ <� „ w..RAILS PER --- E 1._ - c, I I BUILDER NOT -- - - -- - „ - -- V SHowN FOR „I _I STONE 11 L d.. � p 1 REV. N0. REV. )ATE/INITIALS GLAFITY STONE DIST FF A, =========== ____:!:==========================::= I- -- - -- -- -- -- -- -- -- I �,� STONE I I I ,* � - . _ I_All :1.==z��===_________. F-________ - - ____ _-__-_-__ _ ______ ____ ______ -_ _ _4-_- _ '-- I 1 , , I , - - _-- -- -- -- - _ -I- -- . .:,� � -} � �: STONE I I--- _STONE ------- -__ __- -- STON= , ..I I I A . I I i . . �". . . . . • . .. . ,.-- . . ._ . . . . ... .. OP PER STEPS PER GRADE x STO R'GRADE ' .. i. . T is v ' ILI C COPYRIGHT 2013 ARCHIVAL DESIGNS IPQ " ..I " " . - * WARNING FEDERAL COPYRIGHT LAWS RESTRICTS I I SCALE 3/16 - I-O ## - i THE REMOVAL OF THIS NOTE: vt BOARD :� iR BATTEN _ 1. ° �EIROUDPER ,:,_ 1- -- - -- ---- ---- -- ---- - -- -- -- -- - -- - - -- -- - -- - - - - - -- --- - - -- - - --- 2ND GLG �"') BUILDER =--- - 12/12 SLOPE --- -- -- -- ----I�- - - --12- -- -- - -- - - - -.12/12 SLOPE - -- - - - - , " y .. �= f ,• I ca 4 12 0 3� > SHINGLES PER _I 51 {INC�LEs PER c� cv ., � 11 f SPED. •_ SPEC. ) T1 14/12 SLOPE 1 12 s r Q Q _ r\ - c� , - , OVII 2VIOI2HQ IAVIHOHA EIOS "(HOIHYg00 _ 2T0IHTBHH 8WA.I THOIHYg00 JAHUH1 DZIMAW * _ :„ ., _ 1. : : '�' ,� I C� FL II = p II �' J11 14 r HTOVI �IHT �0 1AVOMHH HHT 5H I NCLES PER 12 I D I NG : g FA I I , I I �' � o ._ SPEC. 12 DDLE _ :° ; ':•'"> SGUTTER�YP) 1 I - BO,)TSD B Q }'' - D �� II - SHINGLES PER SIDING 12 �►�t - - f- _ _ - -___ ?ND > F ,.I rJ ale SPEC. GL - <C `A . I Ix8 BAND W/ DRIP GAP R ---- -------�---- ------- -- -- --- ----- --- --- ----. - �.w.�,..._.,1 w cC - - -' _ - _ ------- --------- ---- -------- --------- - - - - - 2ND GL DECORA --- , 51D1 SIDI - -- =-- --- - ------ - -- -- - ''4 NC PER T E G T G �- 6 HLP;Di=R o SPEC. PER BUILDER - TRIM (EYP.) NG PER v SPEC. '` "1 ---------- - - -------- ------ ---' --v; I�%��LOPE 14/12 SLOPE � = I =�'� -. ', I I � I � ''' 14/12 SLOPE _ 1 I1 12 1 /12 LOPE ,. ,. _, „�, �, .� 4.-- .. � z - -- - - - - O :5 - ' ' --`1 ` 12/12 SLOPE I � SIDING 12 `1 0 0 - cn „- • x �SHINCi E5 PER1. -I ------ - - - - SPEC. 12 , . U_ % I � 1. - II _ h t I IDINC 5H NGLES PER o I. - ID T i , I 12 SPEC: o = , SHINGLES PER , I I I ------- ------- s------ - , SPED- 14/12 SLOP- - i ! �, o - / I RAFTE=RS PITCH - i / RAFTE=RS IITGH . 1 _ tl _111.,,,..1 „ . _ - 4/12 I � FROM I'-O" IGH 12 .�.� n �-�-�; o '14�k _ - - I / ---- I FROM -O HIGH K.W. r;,,. • .. Q STONE `1 K.W. ON Tq� OFA -- ---- - -- - - - - --' - - - - - -- - -- - -- - --' - -- - --- I -- -- - - - - - - - - - - - -- IST Fl= I I O TEN , / ON TOP OF GLC. JST. 10 12 - -�Z':�,�'. --- --- -- 5 ONE w , rzj BO/ RJB _BAT - - ----- -_- ------------------- ---- --- - - __ ------ -- - ---- ------- T _, �LC�1�J5Z2ND F1-1 _ --------- -- --- a-. ---- ------I------ -- -- -- -- - - - -- - - -------- -- -- -- ---- ---- -- - - - - - - = --.- - FLGOR SYSTEM - - 1ST,;GLC' " n sa - - - - I , ° , ------ ---------- -- --- - - - % ,� SIDING GARRIA6E`STYLE A DECORATIVE LIGHTING �r SIDING I I ______ __ __ ___ _ ' 1, --. HDR, � GARAGE DOORS (TYP) 1 �� SiDIN6 PER BUILDER o --,`- - -- --- - - -- - `. 10" SQUARE- - `I I I I I� 4 CORN=R ROUGH HEWN P05T5'- z -,�' _.. " 1 . - . - .1i 1. ..". 0 i -q �I A SIDING a BOARDS (TYP) 6" I _ 4 ON TYP Ca SCALE: 3/I6' = I'-O I - ------ ----- _-- �" --- ! ® SIDES/RI AR.. STON,' BASES 1 SIDING 5TO 'ii I' n O 4 THIS DRAWING IS THE PR)PER'PY OF NATE T 4B : „' I W/�L�OP -==__============-========--------- __ _____ _ - ARCHIVAL DESIGN, INC. A'D MAY NOT BIS' USED, ----Ji ---- ��L---- I, T - 11 .- , . = REPRODUCED OR PUBLISH 7D WITHOUT THEIR _� 1 �� ------ --- ER- _ o , `- `--- R I; Q- WYITTEN PERMISSION. ARCHIVAL DESIGNS, INC. --- _: . ----- I k:.:• _- I ------ 5 - - 2 ANY HOME CON- „ �,.. GA WBI. A1�5R P BUILDER,•'NOT - � ASSUMES NO LIABILITY FOR , 1111 ,..„,, 1111, --- Illj STONE ° I 'I - `` O1LARORY I t IST Ff O STitUCTED FROM THIS PL:N. IT IS THE I ================================= '___"' �� RESPONSIBILITf OF THE I URCHASER OF THIS STN _ F <-t; �..- ;- �3MNP GLC 1 STONE - _ -, -- PL N TO PERFORM.THE F)LLOTiING HEFGi E - -- ----- � - 1 ' - I - BEGINNING AC'CUAL CONSTRUCTION. ----- '- i �..,, „ I,_ STEu - -- - - - I{ . . STONE ;` HDRy B I-- --- ay, - - `" P - 1 _________==cc!d I d.)GBUILDER OR CONTRAC"OR MUST VERT"Y ALL : ®.,�.°,w.,., .1.111 .. . .,. .<,�.,.-w .�..�,. s PER GRADE ,��--- i ' ' �� DIMENSIONS FRIOR TO PROCEEDING !;'iTH GARRIACE STYLE\� _ STEPS PER GRADE' $ z, CONSTRUCTION. GARAGE DOORS (TYP) .: I.' � - 2.) CONTRACTOR MUST VEaIFY COMPLIANCE ® I I REINFORCED CONCRETE Q � WITH ALL LOCAL BUILrING CODES IN 'I HE $ RETAINER WAL PER � p AREA WHERE THE HO�,E IS TO BE T I ON . GO T O - -"�W.....w,.,W „ ., , .�, „ SITE ND I N5 CONSTRUCTED ' / , I2 2 3.j PLANS INDICATE LOCA-ION ONLY; SCALE: 3/16" = I'-O" i I �/ -n J ENGINEERING APSECTS SHOULD INCORPORATE S' i " - I ., , __ . . 12 BOARD 8 2 i ACTUAL SITE CONDITIONS. BATTEN CAUTION MUST BE EXERCISED IN MAKING ANY - { i 'BMNT Ff v 1 CHANGES TO THIS PLAN. 'ONLY A QUALIFIED _ A ENGINEER SHOULD ATTEM.'T MODIFICATIONS, AS P GENERAL FRAMING NOTES ------ -- -- - ---- --- - -- -- -- --------- -- GL I, { i T' "1 EVEN MINOR CHANGES IN ONE AREA OF THE THE FOLLOWING NOTES ARE SUGGESTED MINIMUM "'- - --.-I ----- ----- - -- -WARNING_FEIfE --- --_- ---- AD TO M,UGH PROBLEMS 11:-11. k i . SHINGL THE REMOVAL OF THIS N SHINGL SPED 0 REQUIREMENTS ONLY. DUE TO A VARIANCE OF CODES PER C COPYRIGHT 2013�RCHIVAL DESIGNS IIC 2C D G -,.- ES PER * RAT.�OPYRIGH'F teIWB-RESTRICTS E5 PER � HOUSE COULD LE _, `. IN REGION, PLEASE REFER AND COMPLY WITH ALL YOUR LOCAL OTE: ANOTHER AREA CODES. CONSULT WITH LOCAL ENGINEERS FOR ALL STRUCTURAL SP G. ~ „ : REQUIREMENTS. - _•.<, -- - - --- -- - --- ---- - ----- -- - ------ 6 �- IAF/12 SLOPE � I :�,., '.-. 14/12 SLOPE E � 00 GE . 1. PROVIDE PURLINS AT MID HEIGHT OF ALL WALLS. .: E ALIGNED OVER STUDS _..g _. ,:•;..t° 's''•:, ,: a ( p t 2. ALL JOISTS AND RAFTERS SHALL B -`; - - BELOW. tx''-'- >_ _ :: _ r r t1 BOARD I 0 ap �'t FL N s'` 'n gm�.,: 3. ALL HEADERS SHALL BBE 2-2x1D's WITH y2" PLYWOOD - --...„�-_ _�.- j, 4 I BATT> I I 1 "' qW` FLITCH PLATE UNLESS OTHERWISE NOTED. - - - -- -- -- - -- -- - - UBLE FLOOR JOIST UNDER Q 1 e � �� y 11 4. FRAMER TO INSTALL DO . PARTITION WALL PARALLEL TO JOIST DIRECTION. I I 5. PROVIDE 1x4 CP,OSS BRIDGING AT MID POINT OF SPANOR _ _ _ I i I- "m i i p S albtotal 11 I 8'--O" O.C. MAXIMUM IN ALL FLOORS. __ } -, W,,.,..,.-� .. .. 6. ALL EXTERIOR CORbIERS (INSIDE AND OUTSIDE CORNERS) - - -_-- -_ - _ -- ---- - , - ND Fp. I � Law . .. - -- - -- t SHALL BE BRACED WITH YZ CDX PLYWOOD. NAILING GL - _ ...: =:'' �, .-_ 1111. .. , ..- 1111. .. . - - -- -- --- -- - Di�IP��.P -`9 1J I 'VE SCHEDULE SHALL BE 6d COMMONS AT 6 O.C. AT ALL EDGES - --- - -- --- ----- 6 to - -- 9 -�� s�E�-s 41-2 t T G� Subtotal AND 8d COMMONS AT 12 O.C. AT ALL INTERMEDIATE STUDS. ,. t S IDI . , (OPTION - APPROVED DIAGONAL CORNER BRACES BOTH } I NC PER 1 `` I DIRECTIONS AT ALL CORNERS). -- - • - z { .::f ti I �_; SPEC. � Garage "gym COLUMNS OR SOLID FRAMING SHALL EXTEND DOWN s " - - 7. ALL 1 'J.i: -3- t I - _ ,ar+ °-_-_ `_i ce THRU ALL LEVELS AND TERMINATE AT THE BASEMENT - , BY A THICKENED SLAB GRADE I'-� -Q° Other FLOOR AND BE SUPPORTED - - BEAM, OR FOOTING DESIGNED TO CARRY LOAD. ' _. , - I I i � ether 8. PROVIDE DOUBLE 2x8 STRONGBACK AT MID SPAN FOR i _ - T 1. , ® p CEILING JOISTS WITH SPAN GREATER THAN 10'-O". ' 9. PROVIDE COLLOAR TIES AT UPPER Y3 OF VERTICAL Ij : -':•- __ _„ - ; r' - r - cjlj�l SPEC p Z _ DISTNCE BETWEEN RIDGE BOARD AND CEILING JOISTS AT g NC7 PSR 4'-O" O.C. MAXIMUM. I - - ,�-- _-. ---� u� "" 10. HIP, VALLEY RAFTERS, AND RIDGE BOARDS SHALL BE ONE I L:--, `__ _ TOB NO•® .. "2x" SIZE LARGER THAN RAFTERS. I l, 1. - �., 11. ROOF DECKING SHALL BE Yz" CDX PLYWOOD MINIMUM. 12. WHERE PRE ENGINEERED FLOOR & ROOF TRUSSES ARE ---- ----- -- -- - - -- --- -- - IST STONE USED, TRUSS Iv1ANUFACNRER MUST PROVIDE SHOP ---- -- ----- ---- ;4 _ DRAWINGS WHICH BEAR SEAL OF REGISTERED ENGINEER IN - FF STATE IN WHICH WORK IS TO BE PERFORMED. STONE - a6 p STONE n �P��OKE yo I DATE: 13. ALL CEILING JOISTS AND O I RAFTER BRACING TO BEAR ON 1 -, ...,. .1..1.11....,. .. „ •1111.. .- LOAD BEARING WALLS DESIGNED TO CARRY LOAD THRU ' ., � ALL LEVELS AND TERMINATE AT BASEMENT FLUOR AND J I -\' If �r�� = f t 0 t 4 BY THICKENED SLAB GRADE BEAM ORIq I: I -- - t r e �� U � 6 o o BE SUPPORTEDr- � FOOTING DESIGNED TO CARRY LOAD. 14. ALL BASEMENT WALLS, BEAMS, AND COLUMNS TO BE T I C I L_ u DESIGNED BY LOCAL STRUCTURAL ENGINEER AND MEET x DRAW , { Ct ;,t._ J N B I' ALL LOCAL CODES. ( = , :-•' , _- d9 f 15. ALL SOLID FRAMING, COLUMNS, VEAMS, ETC., TO BE „r .. - „ L /Ib = -O �� -11:11 Y., . ._1111.. ".�.�„ DESIGNED BY LOCAL STRUCTURAL ENGINEER AND MEET i q� t :' ALL LOCAL CODES. a. SGA E. 3 I' ��� 6. ALL FRAMED WALL DIMENSIONS ARE BASED ON 2 x 4J 1E,I ,, _ _ - STUDS UNLESS OTHERWISE NOTED. 4 j� s�4 , �tlls� �O' SHEET N0 i I -� , _�!:+ - A 1 c� F 1 . 4 1 t I " :,1111, . 1111--., : I ,,, „I.,,,. Iw„•1. __, -. .. 1111. 1111_-- - - - ..-.-... -- 1111 - .1.111, ,1111 ,�, �, L„, „ . ... .,,I°„ „,,, LI, I ,. ,. Al,W,,.I ,. W , , „„ .t t . ,. , . t . ., ., • -,, , - .. ,. -. - . ,.- . . . o - �,• _ a; Z .. , - ...urs.. .°.,,. , ,.0 u.,u vvu,.r,, vaa,.,u.e. u,.we.ar_:-1fu "I'll,.u.I.•su.._w .�I,, a ,.,I. a ce,ueu, ,w ....I,- ,u--,,.-....:e.w.,:,a_,-�S_7^i, .",..,n.,e ,,�'' ,, u,� ��, r u 1.��. �� i . a iii. I B iu I .I 1. 1 .I II iII rr e_ ii,11 „�°,°-_,, ��.,�,,u ".r"n a„ „__,,.a.,< - ,.1.1.,i•,._r ,.,I,I,.,.,, ,r r•,...v,,, ,u.i� -_,_uw.,a. __ YpBYY'/W:a�, .. �.0, .. <, _- .n 6b meg a ufWYi:Zanf"- m.,-uv.su.u,..ruw.u.wu,s....�_u.rww..a.._w,w.:. ",a.,......,.u.,�w,r w.,.:uw,.r.a ,.,a, ..,,.,., __._.......... .. ............ ..._ --__-. -.___ --__---__ - -----_ ue<u,.wt.naltl ..,..,�....w, i . It, _, A6.1 ., ( I 121'-q4" w ®1 32'-bon b'-q4n --- 21'-6"- - _.. -- 12'-6" 22'-0" - ;a a':d``. -- - - - � 4 _ -,� - 1i-- -- _ I 1-111 3 . ... __........ __.....-. .___...-.. -- --. ..__...._._..- ..--'-----__. ---- - -- --- - a- >a 1 .° ti ti I PRO IDE SUPPORT FOR I �� _.- - - 3 �r PORCH STEPTO OR/S RQDD. O I I - , 7 O � i 11 ;' �� j _ - - I "I'll, -, - - II - r . . d - - - - � IIIII I % - _ C/ , � w/ . �14_ " j =_ i' c1r) - �� s) y - - I I� I ": r, s ' -- F PAY 10 5L A� REINFORG-PER LOCAL GODE5 AND ' 5 ,4 - --,, 82' b", "" �' �� - -- o E 151NEER SPEGIFIGATIONS I -1 12' .. 3'_3 i n 121-42111 „` .., ,, .. . " lu , `35'=q... ,x. ,„ _- E-A :, . . -. ; : , _" _E - . . 4"DROP IIN SLAB QED CONCRETE _ ( PER SITE GOND N.) i NER WALL PER , - r- //y/�p\�, ' <, TF CONDITIONS , . I - i t . . , a .. if I11. 4 ! A I I . r �� -r'i„>., , 1 i' 'i?> -i.. 'Ali_ ,' i ,i, "� of CV �`� 7 I_2-3-4 -s' r _�� VERIFY STAIR G NT IF ' : o LANDING ALTERNATIVE FL O� c_ - [ II II nn,,°d t,r,,l II -� 03 - v SYSTEM IS TO BE USED a ) i I I I I f! n I I , " - �- �/ J / `� >Y. _ i _ - . i i '_ f-- I- O s;o - a� k - . . - _ =� � 0 O. . _ 0 - - -- - -� - o [Y - 1 :41 � ® 1 14 U A 11 s, I11 � ..' � O- �_ 011 � 0 OII U0 011 Ucy Z. � \ 11q_ �� 8 - (9 T1 0 "= \ l: . X11 lT U- X11 0 SII LFy-L o `�)i q �� -IL ��'.--o ;z i Dl= F- S 11 _ , N o `p : , EN IN�FRED BEAM HANDR I DYz IO = (\1 N- _.. . �,�__ I - RE UIRED 70 GARRY LOAD_I II _ - r T__ y- I -1 - O - 0 0 NO WALLS USED ON STAIR SIDi=S = - � I _. l� r�- 12 �___ g 1 -- 42'x42'xl8'CGNG POST PM W/�4 BARS Q Q Q 42°x42'xIS"GONG POST PAD W/�4 BARS - - -i- a �.. ®POL.El' NH MY to"Ab" GOLUMN .FOOTINC�T01-v�WA "= � 13 . ' n n' c r II II II TYPICAL BEARING U.N:O: NTINUOUS I8 Wx12 D•__TRIP I4 �� �� 2x6 BEARING W ASW 8X9 CM _' Y ( -F0 - .,. �f.„,..,,,.,,,,,,�,,;,,,M„---__ I ' f+ ........,as„ ,,,.�..rn„w,..>,f,...�,a .,..> OR 6 .Q STEEL POST FOO 6'TO BE USED IF 'BEARING STM i/2x48AR5__ 15 <r --- ___ �__ REV. �dU. KEV. i A.TE/INIZ[ALx� _� II II II BOL TED 'TOP BOTTOM-, .;;. ' ALL IS USED„IN LIEU,_ OF.-GOL JMS, _�,.NS \ �' i I I I I . I - - I I11 I I 117� I I �,I 6 I \\� �:. - - ;- +- 41 - - - =I= - - - 1 1=1 N[61 EERED BEAM 1�I O� I Nlzxz- -z 1:_- _+ \ �► � I I �� - - - 14 --'� cam, 1� r� ` L - - J IFL - - - -B '. -,_.::,i_-, - - J '.L - - - J L - L - - J ,�/D '''`p_. { t] \ - - - - I Cf� I aJ 3n In In In II i 11 II In 11 In 11 lu 10-0- b-3- 4- 1-b- �q-0- 1-I I �f I I_p ,� q_b r --r :-: ' I 4 2 I� p2 2 2 . . . .. 2 2 _ r �c 11 I 111. O 3 �� �I - TYP1i GO1�CRETE 10/IOWVIIM. {:- , _ $° - .. C`? II �11 , f"^.I T O i �I ON 4 RAVEr/.CONSTRUCTION JOINTS`�I00 G. FT: , i d \ �r SII �- �r I 6 �` . �,� ;, - -_[__(��__ % 0 _ _�I 1 !\ O w � -i SII � w 1-i U� w `� 0 W U � '- w _� U � T � 0 IT // \., m U- wj 1 u SII Z.- U _11 `� I I ;• SII � 1.L' SII "® ,,n 1I WI I O SII O ; 1. �1 CQ (X= CQ Il �' fX- , :[l� II-- m - U I �( - / / \ D OWN SLA 3 �'�'a0 O V `0 I `p r- % ®`2.' O `0. O O a=, CD [k� � I " � J�a��.� 1� �r��v � � � cs� ;. / TURNE D ) F F'oo QI O q :Q .;x-'. ,, . . `o � _ _ _ AS REQ D. TYP. l 1 Q Q 2= :G. .,r, `" (l F - o ? a , \ // S/�o� I I I I I . I I ls. ��i \ II II II - II II II ' II El- 1 -4 _ I 11 I I P O� �- � o - } - -N-- - - _ ,� m L J-1-11,1-, , s s,� .1. :. R�I RGED CONE-E / \ s ""(11 , - ILI LLLss�;fr -1 TAINER WALL PE:R r� c�� I NS 0 a o \ ° / �/ (GRIPER 5 IN SLA L4 - n . . I S TE GOND ITiO , TE GOND'N.) ' Ot I '`..;y.p I c� t - - - �? // - C_-- � . �, � � A I I - - .� - - - A . CTAPAS 5LA REIN 1' I1° �lo' I 3n ��� - - PO GH LA5 � `' . R ,, FORE PER LOGA GODE5 AND,,_ -6- I,-Ill,, -0 ., , . \ / - -,, C. 1 - N5INEER5 5 GIFIGATION5 � _ 4 2 4 • - I °' \/ � s - 2 S' 0" 5- 1. -On 24-4"" 10-0n 6-611 =ry _ , O j r a' I 4" 000 PSI CONCRETE r `� ! �; r 2 411' ,�.,,�.s ' 1 �"' �? 11 ct 44// SLAB W/6h6> In/lo WWM iC''',.rv" ftp„ A U4,' •` --rl 0,'10 l r K;. I-I1I I-E_,:I ` - a r�r� ��r - -I L., I res - ` °J-� -- -- - �"�' "rte., _ _ °./ __________- :1 -��1�{-�-f - - ��r-i �r_ _I - . . - /�_ 4 L '`:' ,' ( n, 1 - ` 'f d � r. - % A6.1 -- & �fal �� o i � a 1 e� -� r`,-' 18XIOWTI%N244CONTNI` ) - � � " I PROVIDE SUPPORT NOTE: '> --- � �' 9 / / '� PORCH STEP TO GRADE SUB-FLOOR �I O ' /, >f .w. AS REQ'D. SHEATHING: ,\ / - „.« ,�F; ADVANTI GH 3/4, - - �: � FOOTING MUST BE 4'-O" ;., -- -'" NOT AL P�RGH A) ENTRY : I [ % f��( ; - - i -� - - -., ( , T . «w..........,.....,�.�.....W.....a.u,•.i.,....-...���W�. ., Rn .,.�.wux_.w.uu..w.,• �.,., 111-,u--", u.1.y Ila 'm u un , „1i1i „- l,. 11 ,..-_.'.', � , ���11 ,1 i,u,an.. _ o • , �.i�,� -�,,, i .�,- - , . 1 .,. . . _ ,. .. - - - I . I I I I � .A 1 .11 I I � F_ . - I . I" � . �,. ,. . ,- , -� �_ �- .� �, ' -�.� � ,0', � .., , � I � . I I ..- 1 � -71 I . 4 1", , �, I � I c�) �- Ill . 3 ►�, 1 --, 0,11 .., - A6.1'" I �____q �,4 . 1 �I 3 -- 121-q . . , : `. �r-�- _ 4 4 27-6 12-blIll --- 32'-6�lr 6'-q-° n r 22r On 1 -'� �u . . ; ° 2'-I" I1'-10" • ,2'-I"• GENERAL FRAMING NOTES I �& F'1 I1. ,. � 'a J. ?�gg THE FOLLOWING NOTES ARE SUGGESTED MINIMUM t�. �" _,,..,_,_..-_..._.. --..- _. . .. - ._._....., �L! REQUIREMENTS ONLY. DUE TO A VARIANCE OF CODES PER P� __ - - --- --- ,. x� , _-__-._ - -- _ ____- ---- REGION, PLEASE REFER AND COMPLY WITH ALL YOUR LOCAL � - - • . `, '" " = ,. I• x T, - 'i CODES CONSULT WITH LOCAL ENGINEERS FOR ALL STRUCTURAL �X126LB. �- I* ,• - <.. � J I� I A REQUIREMENTS. Ill`TEF'5 TO t W OE- ,,� �" SITE GOVD FO I I 1, PROVIDE PURLINS AT MID HEIGHT OF ALL WALLS, _; I k 2. ALL JOISTS AND RAFTERS SHALL BE ALIGNED OVER STUDS d, F_ I I , I : BELOW, I�� r ill �� I 3. ALL HEADERS SHALL BE 2-2x10'5 WITH Y2" PLYWOOD per: _ FLITCH PLATE UNLESS OTHERWISE NOTED. "'` , "� K. tlll"E-R,(iOfIEfBIJ� „T - jam!R ��} R �j - 4. FRAMER TO INSTALL DOUBLE FLOOR JOIST UNDER I "�O UIO„OOD C O d JL'!1�E, t . P.-O 1 b C"JL 1 ' - PARTITION WALL PARALLEL TO JOIST DIRECTION. t,' Ill R 5. PROVIDE 1x4 CROSS BRIDGING AT MID POINT OF SPANOR s °. TYP: 1. ::I I , I I `' i , . ( • I .I I � 8'-0° O.C. MAXIMUM IN ALL FLOORS. q _� a� , VAULT �/ VAULT ALL EXTERIOR CORNERS (INSIDE AND OUTSIDE CORNERS) -,„� 1 I ' 1 �� , n .� SHALL BE BRACED WITH Y2" CDX PLYWOOD. NAILING sem . ® . - II . 1812'6 I I • I SCHEDULE SHALL BE 8d COMMONS AT 6" O.C. AT ALL EDGES I l u I n I n i 1 n I ;I I I n I AND Sd COMMONS AT 12" O.C. AT ALL INTERMEDIATE STUDS. - 3-52 L 3-4 5-32 3- _ , 14-104 `,;: e I a •� 6-4 .r S° .r. . , I 1 16. 8 110 I'-IO" Ill a I - '. .:', I I , . _. I 7 N - APPROVED DIAGONALDRECTION9RATRABL CORNERS). h' 4 (OPTION . ALL COLUMNS OR SOLID FRAMING SHALL EXTEND DOWN (`� 6 F I 4 I, I I THIRD ALL LEVELS AND TERMINATE AT THE BASEMENT -'.�I I I I TI FLOOR AND BE SUPPORTED BY A THICKENED SLAB, GRADE ED TO CARRY �, I _ r,w - _ mr -Ir��__ I �T- 8 PROVIDEDOUBLE M O2 8 STR NGBA KOOTING HAT M D SPAN FOR LOAD. I I :/ _ -_. VIxF G C ' " - r ,rt. ,re•rrrx,„,r rti, i�irr '' �. I •' * CEILING JOISTS WITH SPAN GREATER THAN 1p'-0". nl • ` 9. PROVIDE COLLOAR TIES AT UPPER Y3 OF VERTICAL_ 5TRUGTURAL NOTES: i l rvi v I - - --� --- --- III I 1 2 3 4 -,� r I. ALL GLUE-LAM BEAlj MS TO BE 24F-VF DF/DF `-.J 4 o O - IL� PR I =cti ) ( L IN r DI BETWEEN RIDGE BOARD AND CEILING JOISTS JO CT MAXIMUM �1._"`""""�""'"°'" 4 2NS . ALL EXTERIOR HEADER5 TO BE 2-2XI2 U.N.O. �_ '�6"VI3. � J6"V.B.' "" _ 1ev I EI 16 ( II I�III I �W�I 6 _ �� i 10. HIP, VALLEY RAFTERS, AND RIDGE BOARDS SHALL BE ONE �J AND IN 11 I u LLJ®� ; u r „ I "2x" SIZE LARGER THAN RAFTERS. a _v _ 8 o I I I 12 54 7If Jf o I� 1I 20 LIQ r I I -� ' �Q 14-7 11. ROOF DECKING SHALL BE Y2" CDX PLYWOOD MINIMUM. ml LOAD5: ! I O ® Ilv I I I Sil ILII I �� • 12. WHERE PRE ENGINEERED FLOOR & ROOF TRUSSES ARE 1 �A�, - o I USED, TRUSS MANUFACTURER MUST PROVIDE SHOP RooF 4015 s L I I� _1111i _o� --_j11� L - - 5 I R ., NO REV I tiI'E/INI`I'I CNT _ I I I F s DRAWINGS WHIC I BEAR SEAL OF REGISTERED ENGINEER IN �7 FLOOR 40/10 �a --n „'n! //f /" """ 1' - -- =-- - I IwL .. 6 = - STATE IN WHICH WORE: IS TO BE PERFORMED. I1,11 1, J Y AL 11Y .11 � I � - 1 1 ( 1l O O lVl �11 �-- _ 13- ALL CEILING JOISTS AND RAPPER BRACING TO BEAR ON i 1_)1 3-5- I I ISI Iuzri� o p = - -;- LOAD BEARING WALLS DESIGNED TO CARRY LOAD THRU KEY: i-r 2 8-10 /� T/f Il�I� I JII -a ALL LEVELS AND TERMINATE AT BASEMENT FLOOR AND g, DJ-DOUBLE J015T `Q' ry _ JJ V O 1Vl I 1 v Io�I I� I `fl I I i =-[( j BE SUPPOR FED BY THICKENED SLAB GRADE BEAM OR II 11 1 I \11 sa _1 _ Ed 10'-O'GEILIN5 HE16HT I O'-O"CFO�FERED GELLING HEIGHT 'X yI-11_1 - u� � � FOOTING DESIGNED TO CARRY LOAD, I 1 I RR-ROOF RAFTER � ih _, =. , ` ' � Y_ - - .I -��. = _ - 14. ALL BASEMENT WALLS, BEAMS, AND COLUMNS TO BE p I , 'n_ r =I ( p � ,: IN 'S> DESIGNED BY LOCAL STRUCTURAL ENGINEER AND MEET " `D GJ-GEILIN6 JOISTS _ _. J L _-- �.-- _ I r-. - - I�ZMA TE �' , IIS, _ - QO - - -- . --=. ': '`-- �1 I (N '`� LID FRAMING, COLUMNS, , VEANISL ETC., TO BE 1 _-I�--- - - - e 15 ALL SO m Y Q z _4 ED BY LOCAL STRUCTURAL ENGINEER AND MEET F cK, 1 I o \ ' IO-0 (•FILING HEIGHT DESIGN -- I- �- - .-,r ^ T , VAULT w v I_ VAULT o - _ - I -� - IIy IJ01I ALL LOCAL CODES. BEDROOM J I I L-,..: .I I� I -1�= 1b ALL FRAMED WA II. ;:1 ,I.`.. , efr, mi<r a io uo. LL DIMENSIONS ARE BASED ON 2 x 4 11 P 10'-O"GEILIN6 HEIGHT T :,: I . ; I I ,' -.;,.:„ , „.I,;:.,. �.I ,..,.. , .,. ,. , h = - ; ." � 1 y r cq III I I� - 1,' _ ____ STUDS UNLESS, OTHERWISE NOTED.- cv - I I I I I I w z 11 J - - - -, I caw I 51_,]11 y2i_On y, 5'74" �' 0,,. 4'-q4" 1' 'x121' ,�� -- _ __ 5 LI -- - -- -- -- I ---- --- - - -- - - - --- = - I I, NEN _ 4J�FFR� EEEx;a Z GENERAL NOTES ' - r - - o HEADI R,0.8-0,.,:.:,:. , O �� --- -- -- - L x14"2.OEP5l '�K _- -- - - - -_,_„ - ___� - 2 X10fm1 .A Cr7 S ® Iy - - - ADER PJ-O 8°WOOD - 1.- ALL WORK SHf\LL BE PERFORMED IN ACCORDANCE WITH ALL ; rp O -rc� - .� - m a (OLUN(N5 mr, 1c, ``. ` � �• ct) APPLICABLE NATIONAL, STATE, AND LOCAL CODES, t!0 In In a lu r )ri I �,` r lu l' _ i uT�P r li� („ !i m REGULATIONS, AND FHA/VA MPS. p 6-q4 2- 3'-I®n m -0 1-61 m 6' 2„ 6' „ ° > m 3' 21 n 2 8 �j, - n 1`� ch 11-07 en 1-0� 7-104 6-q2 2. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND '-+ : \�% m " - y r �_Q • ' • -- - DIMENSIONS AT SITE BEFORE BEGINNING CONSTRUCTION. ANY $ �F� oNrnz. � __ _ BEAM PER EN6INER •F `y DESCREPANC A --: n iil111111111111101111Y�1�" '- -- __ __-.-=-= ---- _ .,I, ,O,01.1.\;�, ,i I 27XIo DR. O ES SHALL BE REPORTED TO ARCHIVAL DESIGNS, ' 1_ , { Y -- ` __ _-_-_-_ - O " '' _ INC. FOR JUSTIFICATION AND/OR CORRECTION BEFORE � ( ° - , _ _ ate= PROCEEDING WITH WORK"') . CON RACTORS SHALL ASSUME O IURN - II Q. b I N HEADER o B-0 SHEL _r -� RO _ 1. iSTUD 'I m eh RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED. (� TnT T .HAS = O - `, ( /' _ 6 in I' 3. ALL DIMENSIONS SHALL BE READ OR CALCULATED AND ""s .° - 1y- ,` 11 = - NEVER SCALED. ` r - _ _ m (b C11 -r - \ a �- - --s� m = - - - ISLAM g-° I-\ \ - - ry -„li4, ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) / o iTr SURFACE = o - � AND MUST REST ON UNDISTIRBED SOIL CAPABLE OF U O \ � > /5E - 5 -- 'r- `UNIT I - ° - 1 ® \ F� HANDLING -THE BUILDING CONSULT LOCAL ENGINEER FOR _ r CN1 I In In = C� 0 � A a , " "1111"y D � ® II-32' � - a`21 42 6 24 2 4 q, a, ® 2'-1" - 4-52 PROPER FOOTING AND REINFORCING SIZES. . " I a = f LYE I I 1 / �%y ,"., � _� o - - m I = n] n 'r � 5. CONTRACTOR SHALL INSURE COMPATIABLILTY OF THE - I c � C� \ { �ry O O I � �� Y tl . C. \ t BUILDING WITH AI_L SITE REQUIREMENTS. i (�� , �} O O /� /� F�i (' v - - I `JQT-, MASTER ih 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, Ill-- �" �' • > 1 7 oi p = G ELN61(��I �t u o' REINFORCE A PER CODE. �+ O m I I IoI -'t th �A�11 i 7. ALL FOUNDATION AND STRUCTURAL MEMBERSSHOULD BE ;I - `( \ �` �� �� . ® KITCHEN D_ U = a�-. ,� D - -< 3 \ ✓ ` \ tix I �� „ Id w_'w= I '� O'-0°GEILIN6 HEIGHT '� • �rQ p VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE ._-4 C 7 h \ / �" ( ® �' ®\` o� - � - ` �- IO,O-,GEILIN6HE16HT . , J FOXER � _= t U 9 WA -N -�- WHERE CONSTRUCTION IS OCCURING DUE TO WIDE VARIANCE �•"• a F NOTE: UE3 LA / .O • IL111 � ,I '` - /� I �O'-(J°GEILIN6 HEI6 ® _r 2 SID ER N LOCAL CODES, SOIL BEARING CONDITIONS, FOREST LINE q c ° _i 1 t _ _ ± +� -� e� DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. THE ;,....I � S TYPE X G SUM BOAia,` g �`� - c�` �1 - Y '- eh - o n = DRE551 ��, � = CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING 1. " �; �' ' ^ s 0� I Q -,� / _ _ PPL: o _o, o = r <•, WALLS E3 WE'EN HOUSE n"'1.., QQ \V U I = SU&_� U m _� e� -cx MIRRO� e -, ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL �. -ta � \ ti `� r _ s z r-'I ., Q !� LOCAL CODES AND TO INSURE A QUALITY A SAFE I / ; t V � m UI 1,D , C�ARAE AND N C�ARCG� y � y / � U °i. , I IIS \ . N ARA6 _ 1 b >� STRUCTURE. �L "" p , j GEIL_ \ICS,'p �� 0� / f (�- ~ I j I O h- `_ I '• �O GARDEN I� � nct� 1 8. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS F U� - � ,-.. (L, x Ike _ _� � 1 - y SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL = � ,' • i {I ,f © _ " I . I I :1 PER BUILDER tT \ , I ', , q� NATIONAL, STATE ANDLOCAL BUILDING CODES WHERE � " a . C''� - I I I I m m -O APPLICABLE. G / / ("` S OOP I = G `! 1 1 VAU_T VAULT I I - - I 9. ALL COLUMNS OR SOLID FRAMING SHOULD BE DESIGNED TO ' '�`� , P5 PER I 1 for _ . u 3r r�110 3' 0111' I CN CARRY LOADS AND SHOULD EXTENDDOWN THRU THE LEVELS a /� r� / D p 3- )3-b I 'Z L 4 I I t BELOW AND TERMINATE AT THE BASEMENT FLOOR OR AT f �" / \y s SDE I I . C�V F RE D 1 O R C T-- I D I7R Iii •R I I i l i OTHER BEARING POINTS DESIGNED TO CARRY THE LOAD. -_ tp , 11 Al y n n 5-� n _4:; �- 2- 6- 2-2 n n r \ \ �\ v a. 4-0 4-0 I •I '�' 4,-� -,4-0 , • �j-Q I . y I N. 4 • 5-Q � 5j-0 5-8 P_ 10. THIS DESIGN LICENSE IS RELEASED FOR ONE (1) BUILT `� .Z". 11 I1 SI° 111 P I �° "'` n • • I"I• - IT �• ! - •.- ' • STRUCTURE ONLY AND IS NOT TRANSFERABLE TO ANOTHER I --- INDIVIDUAL OR COMPANY. `' ryes r n - 2 -- 8.-0 'f .r''' ' ..- � ® 1 ,. 1 - b'-6" -rcN I �. 8-0 = 2 I 0' 0.. F \ 2-1 5-4 24-4- - g NOTE\ • $ 1 11. ARCHIVAL DESIGNS, INC. IS THE SOLE OWNER OF THIS AND ® I --_- ,.•<- ANY DERIVATIVE ODIFICATION OF THIS COPYRIGHT PROTECTED 4+ / VIEW R25\ JJJ - - "bxlo XED.BEA It, __ PLAN. \ OPEN') i A6.1 8'WOOD GOLUMN`� : , ' 12. ARCHITECTURAL DESIGN ASSUMES EI'JGIIVEERED FLOOR SYSTEM11 `� ON 36"H16H STONE= ~� f _ _ - . _ "� SNOT TO EXCEED 14" IN DEPTH. ENGINEER SHALL RELATE LO I I . / / \ BASE,TVP.-_-, _• - - - FLOOR DEPTH TO STAIR DESIGN AND MODIFY ACCORDINGLY. c I NOTE: FLOOR SYSTEMS DEEPER THAN 4" CAN ADVERSLY C�2 I 5 _ GRADE . r- { ;-I' TG N • IMPACT FLOOR PLAN DESIGN. I . , ((�� \1P5 TO . 1\ / \ q , \ 3- CAR STA AGE / - 13. THE DRAWINGS PREPARED BY ARCHIVAL DESIGNS, INC. ARE f� SITE GONDITIO 5 .- I I '` ARCHITECTURAL IN NATURE. STRUCTURAL DRAWINGS SHALL - A6:1 :'' ARCHIVAL.DESIGNS, INC. IS NOT ANI BE PREPARED BY A LOCAL ENGINEER PER LOCAL CODES. / y�y - // - - - ' ENGINEERING FIRM AND ASSUMES NO \ �," , \ /\ ; n THIS DRAWING 1S THE PRO'ER'PY OF ARCHIVAL DESIGN, INC. AN.) MAY NOT BE USED, + RESPONSABILITY EOR THE INFORMATION REPRODUCED OR PUBLISAE') WITHOUT THr,IR i \ , N ' - f _ CONTAINED IN THESE STRUCTURAL PLANS. WRITTEN PERMISSION. ARC,IVAL DESIGNS, INC. OPT. 4"4� /' . . r"' • THESE PLANS ARE PROVIDED A5 A / DRAINS GOURTE5'T' ONLY. PRIOR TO ASSUMES NO LIABILITY FDI ANY HOME CON- IT / F OR OPE TO \ _ . CONSTRUCTION, A LOCAL ENGINEER STRUCTED FRO,aI THIS PLAY'. IT IS THE I t; RESPONSIBILITY OF THE Pi'RCILASER OF THIS �; SLOPE TO DOOR ( \ \ / I SHOULD D ALWAY BE CONSULTED. NOTE: PLAN To PERFORM T o `� ANY MODIFICATIONS MADE TO TH15 PLAN 1. HE F „LOIYING BEFORE �, �� MAY RESULT IN 51GNIPIGANT STRUCTURAL BEGINNING ACTUAL coxsTFUCTION. <�- \ d ,/ - 1.) BUILDER OR CONTRACTIR MUST VERIFY ALL \ �. \ GHANC�ES. �, \ /` _ DIMENSIONS PRIOR TO PROCEEDING Wi'PH\� I \ 1!/,�,,�, �\� i 1 CONSTRUCTION, i j '. >""N ,r° \ I 3)� / 2.) CONTRACTOR MUST VEPIFY COMPLIANCE I ' IS i i = WITH ALL LOCAL BUILDING CODES IN THE \ / NOTE : SEE AO, 0.2ry AREA WHERE THE HOMI' IS TO BE TO VIEW 8508.4 ii \ "\ CONSTRUCTED. `'I, \ NOTE: SEE A`O.I 0.2 TO / = \ REFERENCING GLAZING s.) PLANS INDICATE LocAT ON ONLY; I \° \ VIEW R�O�i.2 REFERENCING . - ::,u:. ENGINEERING APSECTS SHOULD INCORPORATE ' - �`\ SEPARATION REQUIR MENT / - ;;11 I - ACTUAL SITE CONDITIor.s. i TT .. {/!/. . - _ .1r :# ::,r - ._ CAUTION MUST BE EXERCIf•ED IN MAKING ANY 1 CEJ *''.� y -bS / - _ `- .-;If - ,;t (%.-y,.,:r' ;::r':.a_v a:.'._._, _ _ ._ __ _ _.__ . CHANGES TO THIS PLAN. ONLY A QUALIFIED c t \, / i .11 ,I-, , . . , _ - - ENGINEER SHOULD ATTEMPT MODIFICATIONS, AS I, �\�.,� \ / �. ' > ;. t)L - ALTERNATE FRAMING METHOD: EVEN MINOR CHANGES IN )NE AREA OF 'rflE `\( PRE-ENGINEERED FLOOR FRAMING MA'r BE USED, AT THE HOUSE COULD LENT) TO MA'OR PROBLEMS IN p / ,� D15GRETION OF THE E3UILDER/OWNER. THE ANOTHER AREA. +� I MANUFAGTURER IS TO FURNISH SHOP DRANIN65 WITH THE I ,, �''\ ST / �� I1 / .- DESIGN AND 1_AYOUT OF THE FLOOR SYSTEM, INCLUDING �e r o , -- - ' 1 1.- ,__ 1.111 � �JA :EQ� IAG I 4 \\ q - _, BE=AMS BY A RECD 15TE:RED ENCS I NE=E:R, \ , ��,� t` b; f t .'MA'•UFAGTURE1.R•WORKINO� DRAWINGS ARE PROVIDED TO 1�t FL ���6 !.)�.FT. •� � ��y�Ta - i . , BUILD=R/OWNER UPON PURCHASE OF FLOOR TRU55 L(�n�g , // G © .. . I -' ! - , / t_ AGKAO� P E. 1'' " `\ O� G� I / I . I :f SI '�to$al i ; ® 9 ' - n 5 - I % .� In-Lave \ al Subtotal Garage C. �. .. = .'11 I.. u. 1 _ \\ / a ) ;'' . I'-8"� 4'-10° ��'-4`�. 14-10._ ,I��,( 4'-b°'. .,.. ,I'-SYR 6-8" 11. � R ._, ' . G th e r 11 11 , ' £ 1 ID - S • 10-0- : -:11,11- / '� 12-14 > ' 28'-b,i' 26' Ozn L I Other 22'-11 r.\ 32'-b 1, r �. 3 j 11 II d 1 I 121' q3n - . - . . ._ ,. - - QA 6 1 Total I - _ . li�' S t :F: ......L ,�G- O � R P L AN z : . �Eo� rvFt�y ""� g KEi rte O w � - � I I .7 � I-1 11 j � Q ;::� -.- - '-O" G>=ICING HEIGHT SCALE: 3/16" I'-O" ����¢ l�o� 4 � DATE: C' ' -1' k V. , ,yy ,. l 8• . - u. w I I . I I _1 - 10- 14 � I . -1 "i`�_,: 'I-" - � ,Z_, , I - t - I . 1 � � : I . , x_ _ -1. . �% �. ." _- - 1J _'ll '-""'��'--'---l�'IL.-.---.,�.��- _*!!� I . 1, � �- � � I I ; 1,� l- I '' �,:, �-;�xi: t ."I�11�,,);� � a ,:.. 1 Y; .�,i,,.,--,- . ! , '. I . 1� �� � I ". _Z,�� •r. - 1 ( I • ,94*`- ,�, ,�-:-:"� �t: � : t_ y. . - .. -i 1 , . .. I . - � � � . - I - \��/) ,, ��V k 1 I � �,0 V 1) .H DRAWN B`3': - - -: . fir �11�� � ! I I I � 1. � . J 1E3 W� I - , �_ . �'1� ���,, -f/,// d1:0 I � - .1 : ' jli- f 1. ,�, .i. !, I : ". , ; .- ,- I : . . 11_: ,I -I � t.�� I I I I I I 11 t �, I `� a (_� I z 3 I . _ . _- _ . � SHEET �tC).. . , . . I i p'' , I , ,, J ,, O 2 j"y�; ._" , � ,��,,,,,i, � , A i.1- ,. ,,.s"-u .�., .,_� - _ __ _ _____ __--__ _ ___ ___ ___ - __ - -- - . e-... - __ �. ... . ���... 11,,,,11, I . -1- � � I ., % I I I . _"_�,, , ":_ � _ , I ,,,�-+ Z�_ ".. - - - - � �::�, � " I - _ . ; I I ''I .,, ,. . : 1111, ni, ®�,� �, ..", - `� :.^," , . I , _ � , - .14 � � I I E J.. ,,�..... :: ., : , , � .,. ,. . .y..,..."W 1111 .. ,...,.,,r. � . , : . .. ,� u .,..,, . . �..,.,,. .,y„, ., ,,,.„,�. ..�1w ... . .... . . ... .�.W ,.,.�.� ,v� .. 1- I �, ,> . . .�, � , .�.�.' . . ,`- _ ._ . � 1111. .. - � , j 1�+ � � ' " , . I ..e I uu I :,� �, 1; L'.. `,,, ,� . , ,i _,� ��., 1,�, � �,� , ,: ; I . . , . : I �, I .,� _� _ _ : � I I � . , 11 , I _ _ _ s . . . , . ..- . r... , .,I- ., .� . „ . ' �a 11 I --- ..._ .. .,._.,.-, ......_., ._,.-.., . . , . -- I I I 1.1.11, 1 . - " , ,-- I � 11 1 -- t.", _ „ - L Li - I "'R I THIS ROOF PLAN S SGHE T G ONLY. D" I ED r----------- _ ----------------------------------- RC�DFING ENGINEER TO VERIFY ALL ROOF 1-1 s I : �. -- t©1r2 FG - , - -- - --`- - - -- SLOPES, GORNIGE HEIGHTS, AND ° EAVE CONDITIONS MARK 51ZE TYPE DESCRIPTION QTY -,. NOTE: 1 2) 3' 0"x8' 0" ARCH DOOR ( E ' NOTE: � . . , ..•.. . ...,.,,, .,,.,. I I ( - - EXT SEGMENTED = 5 (PER ELEV.) I -�'� DRIP EDGE: ROOF SHEATHING: ARCHIVAL DESIGNS, INC. IS NOT AN iaNGINEI=RING I 10/12 PITCH I . 2 2'-bil X 8I-O" EXT ALT DOOR I. MIN. LAP OF 2 IN. USE 5/g" PLYWOOD WITH FIRM AND ASSUMES NO RE-SPON5ABILITY POR I _ ____________-_____._____.____________-_____.___ - . [' ,7_7___� 2. MIN. EXTENSION PAST ROOF VERASHIELD UNDERLAYMENT OR THE INFORMATION CONTAINED IN THESE I ,`________________________ - - ':.x'. R.: � t---- - ----- - - - - --- i- = O'_011X 8-0° EXT CARRIAGE STYLE GARAGE DOOR 3 I , ,. . ...,;...,,,, 1. z Is 3. MIN. 2 lid. EXTENSION ONTO ROOF ADVAl1GED 5/8" SHEATHING. STRUCTURAL PLANS. THESE PLANS ARE 4 EXT 5LT PAIR N50M 2 3 2) 3 O xB' 0" w/16" TRA .�. > SHEATHING PROVIDED AS A GOURTESY ONLY. PRIOR TO I - -". v O ( �4 4. MAXI MUM 12 IN. SPAG I NG OF FASTNERS UNDERLAYMENT: GON5TRUGTION, A LOCAL ENGINEER SHOULD I1. - � ~ � PPRovED 5 16-0 x 8-0 EXT SLIDING GLASS DOOR 5. UNDERI_AYMENT OVER DRIP EDGE AT A ALWAY BE GON5ULTED. NOTE: ANY I -I �::a- .I EAVES ASPHALT-SATURATED ORGANIC � N 0/I2` 6 2141 X 81-0" EXT STEEL 6 PANEL 2 MODIFIGATIONS MADE TO THIS PLAN MAY RESULT 6. UNDERLAI'MENT UNDER DRIP EDGE AT FELT MUST BE INSTALLED UNDER IN 51GNIFIGANT STRUGTURAL GHAN6ES. i 10/12 PITCH o . " Y_ m .� GABLES RAKES) SHINGLES. UNDERLAYMENT MUST I 2-�J° X 8-O INT 6 PANEL DOOR � ' HAVE OVERl�APS AS FOLLOWS: `� NOTE: - . . I - - SLOPES OF AT LEAST 2:12 VALLEYS: 2'-� x -0 v.,, .�..w �.s .. ,. .. 2 0 x 8 0 INT PANE DO ._ . INTP DOOR E ; �,., d E UIR - 6 L OR AND LE SST HAN 4 12 R Q 1,,. . . APPROVED VALLEY LININGS MUST MEET �. TV^iO LAYERS WITH q ----------- ---- --------- --------------- k -T - - - -- r-- - --- 10 (2) 3. 0.. X 6 8 INT 6 PANEL DOOR 2 �°-A 4 ONE OF THE FOLLOWING REQUIREMENTS: - - - - ' - = - - ------ ----- --- - '-------------------- --- --I----------- -----------------r------------ ---- --------------- ------ --- r . OVERLAPS I. METAL VALLEY LINING AT LEAST 24" ° -,; I I _ 11 - - y OR OPEN OR CLOSED VALLEY 2. SLOPES OF 4:12 OR GREATER I I " - T DOOR WIDE F ; 1 H i I /12 14/i 1 g 8 0 II x INT 6 PANEL POGKE 2. TWO FLIES OF 1�11NERAL SURFACED ROLL REQUIRE A SINGLE LAYER 14,/I2 _ 14/� 10/12 I ITC ;; I2 2_611 X 8'_0° INT WEATHER5TRIPPED 6 PANEL DOOR 5 "' I ROOFTING (IO" BOTTOM, 56" TOP LAYER) WITH A f IORIZONTAL LAP OF 11 .11 i; I. AT LEAST 2: I ;; = ',- ( ' 1 v I 3 2-�° X 8'-O" INT LOUVERED DOOR _� FOR OPEN OR CLOSED VALLEY. I - - - ;1 . 5. END LAPS ARE OFFSET AT = - NOTE: LEAST 6'-0° �! i� ; _ i; ! i �i 4 (2) 3_O xB 0 EXT 6 PANEL STEEL PAIR SIDEWALL FLASHING: I v - - = II - STEP FLASHING OR CONTINUOUS FLASING NOTE: n l.l- _ ---------------------------------- -------------- _ '1 I :: - I - 1 = - TO BE AT LEAST 4 \/ " WIDE BY 4" HIGH. ALL CEILING JOISTS AND ;I_________________"_____--____-- --- ----- -------- I I - - - � I 16 F-� � CV RAFTERS BRAG NG TO BEAR ON ! N ;;---=--- ---------------------- I I I . I' I I I r FLASHING T LOWER END MUST TURN OUT 1,___________________ - ;I II 1 . TO DIRECT WATER AWAY FROM WALL. LOAD BEARING WALLS _ AI ENTRY DOOR DE516N BY OWNER, ;; ;' v v 11 I l I DESIGNED TO CARRY THE LOAD _ i i I i I i ;11_______;1 ;; EIN THROUGH ALL LEVELS i ;I I: .. ; I i ;I u I N II N ;, I . I N N I I - v I I - .i I - i1 I - I i; I; ~ - II I � 1 ;I ; I, I I 1. ; � 4 I :I I; N I �.. I VENT ATTIC PER LOCAL GODS ;; I ;; I I I I Y I 1� PAINT VENTS TO MATGH ROOF COLOR I I �" " < '� I I I I ; I , ' „ �' �t , , I I I .--�� � . , �®S -- . , ----------------------------------------;=----- ; ,„ _.h 1 �. , _--------- -- -- _ -li I - ,, - - - - - - - - - - - - - - - - ------------- --- 1 . E NO. REV. �A /INI .AL S :f;, I L-- -U 11 I O O -, "" 11 11 �' / ,� �C I'll 11", i `' N I 4 „ 14 I , , , , I� __ ___ ..._J y I ''/ N : I I CN ?: ;= 11 �, ' I ;i Ii , 6 J I; . _ . ,': ;, I I -I i I I I L, ,,,4, 1 I I - i, PIT PITCH 'I ',: -' i I; 12 I I ; /12 PITCH o��c�i GH 14/12 ' ' `,` --------------------- ---------',I - ; II SII . . - �� `�:` '' / I I„/12 14/3 I4 m '' i }. ; - . - . . , i, 1�1 -----------------L-*------- -- -- r - r . . 11q\ � --- - -- I 14/12 PITCH Uf �- �� 1 ;;� I I I + ,, I " - 1------------ r- t--------------------- 1 I \U\ �, �, < I , - „ # - , .t�ll "', """, ,,,,,, : ,,� / - I I 6D CSI 11 I„ .,... . 2; I 14/12 PITCH _ C/I o _ - �: 14/I ' '0 - I i I , I- , I-°»�« ` r D_ I: "I � � ,' „ �11 �Oi� N 14/12 PITG�i CHIMNEY TERMINATION: -�� , �j ''I, I 4/ ITCH 2' O , � cy ,; `- - - - - -- - - - - - - - - N -- - - - - - -- - - ; - ,, , , H T E 2 ;, ,I , - - - BUILDING NITHIN OI OII �I OII , - - , --.------------------ - - -- - ------ ABOVE THE HIGHS _ .- ---- --- -_-.___-___ n.,. ,,�.,_ -_-_�..,,,.�:�nA�..e,,.._ - r� v ,, ; , 11 11 11 11 11 11-1 11 11 11 11 11 11 11 I- I - PASSES THROUGH ROOF - ST POINT WHERE CHIMNEY NOTE: SEE AO.I A0.2 M ROOF SHEATHING: � Cn ` I USE 5/g" PLYWOOD WITH ` ' ROOF VENTILATION VENTED ATTIC VERASHIELD .; N -_ _ ,;;I °� VENTILATION OPENINGS MUST BE COVERED ;� r4 << UNDERLAYMENT OR WITH GORROSION RESISTANT WIRE MESH �4 h g" /16" `= I-f � ADVANCED 5/ I SCALE 3 . '-'/ I,- ,; ,,-. o WITH i/16" /4" `� ,,; , . ;;-'� OPE GS. - i% \ / , ., SHEATHING. c I NIN I �� Tc A .'� \y ° NOTE: TOTAL NET FREE VENTILATION AREA MUST �„• 1 24 AI_L VALLEY,••HIP $ RIDGE RAFTERS"ARE 2"X&' OR BETTER SEE'SPAN -k �`` '1�', ' - ` CHARTS TO 'GOMPLY.WITH LOGAL ."GODES.- BE AT LEAST I/150 OF AREA OF THE - I-- I , ,= -�. 1. 1 . y,�\ ALL COMMON RAFTERS ARE 2'.'X6' AT 24" O.C: O , BETTER =;SEE SPAN SPACE. � \ " t . � ,-; .11 , �, CHARTS TO,uGOM�L'(`'WITH LOG ODES. ATTIC VENTILATION CALCULATOR: I . . WWW.BROAN.GOM/TOOL-LANDINGPAGE/ ��� - ATTIC-VENTILATION-GALGULATOR ,. �\\�� ' � ; I , '11� . . I a. ,'�'' T^+ r ; THIB DRAWING IS THE PROPERTY OF ��� = t J LL ARCHIVAL DESIGN, INC. AND MAY NOT BE USED, SHED WITHOUT // �j ? 1. WRITTEN PERMISSION.�ARCHIVAL DESIGNS, ZINC. a, �� I :' . ,': _ ~- " /�� ; .t Ariderscn, :.Andersen Win&Ws Winaraw Schedule Report Anvers n. ; ASSUMES No LIABILITY Fo: ANY HOME coN- STRUCTED FROM THIS PLL?. IT IS THE 11 7 ',,,„ "I" ,E -35" �` z rOJCCt NcILIIC: SIICTWQUd ACICS-CIT$t'IIlCI1tS e` RESPONSIBILITY THE PJRCHASER OF THIS a, ,I ``'�; „ 3.. a 4 — GENERAL NOTES - - I 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, }�•- r REGULATIONS, AND FHAMPS. J f 2. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND � DIMENSIONS AT SITE BEFORE BEGINNING CONSTRUCTION. ANY DESCREPANCES SHALL BE REPORTED TO ARCHIVAL DESIGNS, PROCEEDING WITH WORK. CONTRACTORS SHALL ASSUME INC. FOR JUSTIFICATION AND/OR CORRECTION BEFORE ? � RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED. 6j�Il �I �n �rn 3. ALL DIMENSIONS SHALL BE READ OR CALCULATED AND P� NEVER SCALED. 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) _ AND MUST REST ON UNDISTIRBED SOIL CAPABLE OF HANDLING THE BUILDING. CONSULT LOCAL ENGINEER FOR - PROPER FOOTING AND REINFORCING SIZES. BUILDING WITH ALL SITE REQUIREMENTS. f/ 5. CONTRACTOR SHALL INSURE COMPATIABLILTY OF THE lo IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, _ REINFORCE AS PER CODE. 7. ALL FOUNDATION AND STRUCTURAL MEMBERSSHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURING DUE TO WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FOREST LINE ~ Y _. : .. DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. THE —9 CONTRACTOR IS RESPONSIBLE FOR ADJUST ALL STRUCTURAL AND VERIFYING �� �✓�' I ,Ix DETAILS AND CONDITIONS TO MEET ALL � 9 LOCAL CODES AND TO INSURE A QUALITY A SAFE STRUCTURE. � 8. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL 5 NATIONAL, STATE ANDLOCAL BUILDING CODES WHERE APPLICABLE. 9. ALL COLUMNS OR SOLID FRAMING SHOULD BE DESIGNED TO CARRY LOADS AND SHOULD EXTENDDOWN THRU THE LEVELS 4 BELOW AND TERMINATE AT THE BASEMENT FLOOR OR AT 1 OTHER BEARING POINTS DESIGNED TO CARRY'THE LOAD 10. THIS DESIGN LICENSE IS RELEASED FOR ONE (1) BUILT °, p STRUCTURE ONLY AND IS NOT TRANSFERABLE TO ANOTHER �; � ICa`—I Ir INDIVIDUAL OR COMPANY. 11. ARCHIVAL DESIGNS, INC. IS THE SOLE OWNER OF THIS AND ANY DERIVATIVE ODIFICATION OF THIS COPYRIGHT PROTECTED rr° PLAN. 9 12. ARCHITECTURAL DESIGN ASSUMES ENGINEERED FLOOR SYSTEM IS NOT TO EXCEED 14” IN DEPTH. ENGINEER SHALL RELATE FLOOR DEPTH TO STAIR DESIGN AND MODIFY ACCORDINGLY. NOTE, FLOOR SYSTEMS DEE PER THAN 14° CAN ADVERSLY - IMPACT FLOOR PLAN DESIGN, 13. THE DRAWINGS PREPARED BY ARCHIVAL DESIGNS, iNC. ARE T 7 / ARCHITECTURAL IN NATURE. STRUCTURAL DRAWINGS SHALL \}// ALT] J BE PREPARED BY A LOCAL ENGINEER PER LOCAL CODES. 8 REV. NO. REV. DAZE/INITIALS I ---- - --- --- 2 -i- , I r 4 I 1 N.. 6 — — a%FAN-PROVIDE ————————— ADEQUATE SUPPORT CVie FAN-PROVIDE I I I rp 14 ADE(>'UATE 5UPPORT lI t - - = --- --- _ I ' vENr To o I /I J I I I I I �� _ ,� Q ' i C\2 I _ II - --J -_- -J ---J 3 Illi -III li I - +' r K -- --J I J I I / TO LIGHT FAN- DE ] I I TO ---— GLN6 PROM �� ANR ii.V^►�I , PNIE, � GLN6 F FAN2IGHT � ADESVA ADECdJA i TE UPPORTH I TpSI I I III AVE T.V, g� I I PROVIDE --- ADEQUATE� � cd • � I I JL-- --- 11 -- - =� _ PHOI`f 1110 GL%FAN-PROVIDE / I f ADEWATE WORT '/ ' ' I I I I III I I PHO ►_ --( tovr-- / ✓ ..., I I I I III I I - - -- - . , � �tLc I ® : . _J L---J L , ERM - - ••QQ�� r - e - _ __— „-.,-._———— -. •---•——— —— --•-'� -----— _—a_ 3J 3 to •y _ LO ,{p�yyK (/�}/{(j fir. DET.. +f +� i 11111 Illi iili� !,'uidiil 1,/✓/AYiI✓ VI O'®/.8� ��� 21, VENT TO 'S EXT. 02 LJ I F 16Hi CA ... ....- ` ° DET. } RR R I VENT TO FXI. Y J ------ -- j ———_——— I m,,enarmr,mms," THIS DRAWING IS THE PROPERTY OF - ARCHIVAL DESIGN, INC. AND MAY NOT BE USED, ?2CN REPRODUCED OR PUBLISHED WITHOUT THEIR "� WRITTEN PERMISSION. ARCHIVAL DESIGNS, INC. z IO GFOI i I i \I __- ASSUMES NO LIABILITY FOR ANY FIOME CON- �` rcl. 6Fc( . ._ — _20.0i, - - 1 STRUCTED FROM THIS PLAN IT IS THE DET., „ } X10III Lw ►' _ ` RESPONSIBILITY OF THE PURCHASER OF THIS R (fCG / PLAN TO PERFORM THE FOLLOWING BEFORE .... -.....__._......__..-..,,,..,,,� .�._..-.'..... .,.w.._, ,.W...,...', . . - - r .za.ra.,i NST _... .. - R UCT ON. I I - � BEGINNING ACTUAL CO - ] O / / = I / ° `\`� -_ 1.) BUILDER OR CONTRACTOR MIJS'1' VERIFY ALL i % / ,/ DIMENSIONS PRIOR TO PROCEEDING WITH CONSTRUCTION BOL DESCRIPTION - -..,,„ k 2.) CONTRACTOR MUST VERIFY COMPLIANCE JYM - WITH ALL LOCAL BUILDING CODES IN THE I - a ., l (� �� ! r ,rr anr.,W,un, r, AREA WHERE THE HOME IS TO BE i DUPLEX OUTLET(GROUNDED TYPE) I o � �� I X 'I l D I , r u„ *y CONSTRUCTED. 6FGI p00R )ff'/6FGI I if/WI - I I I 4 3.1 PLANS INDICATE LOCATION ONLY; I DUPLEX OUTLET(GROUND FAULT GIRGUIT INTERUPT) ,- 6DD. ; � BEI- SHOULD INCORPORATE y DUPLEX G�1TlLT(WEATHER PROOF/GROUND FAULT CIRCUIT INTERUPT) I I I ENGINEERING CONDITIONS.ACTUAL SITE CONDITIONS. t CAUTION MUST BE EXERCISED IN MAKING ANY 221Ia 220 VOLT 01)TI_ET CHANGES TO TIIIS PLAN. ONLY A QUALIFIED I ENGINEER SHOULD ATTEMPT MODIFICATIONS, AS T.v. TELEVISION ANTENNA/GABLE OUTLET , I I I I HOUSE COULD LEAD To MAJOR PROBLEMS IN EVEN MINOR CHANGES IN ONE AREA OF THE FJ_EPI4ONE OUTLET LOCATION ArIOTHER AREA .y �� uiP E DOOR CHIME — a S ((''�� 51 Lk POLE WALL SWITCH / 17 UAR � V�1c�GE ' 5-WAY KALL SNITGN - 6D 0. /' I 1 -- !� I 1st FL 266E S�.FI, 9 4-NAY NALL SNITGN X52-?f t } I Bonus } CEILING MOUNTED d SUSPENDED u6HT FIXTURE ,'/ `^j,, . ' ' I Subtotal } NALL BRACKET MOUNTED LIGHT FIXTURE / I In Subtotal ; _ -�- RECESSED CEILING LICK FIXTURE ` ' �MOLE a 2 --W� ' r'r3� l'�� _�_.. • DOUBLE FLOOD LIGHTS r :sar g �1 u J �'f O SMOKE DETECTOR I �,. n ... �I v �t11oT THERMOSTAT Y 6DD. �—' Other (� ,.A5 ; GA5 OUTLET / s IMPORTANT NOTE: „ . �; Total rmcz I DOORBELL _ . F�-I. r z SMOKE AND/OR CARBON MONOXIDE I .w I JOB NO.PLAGED PER . CEILING MOUNTED EXHAUST FAN 1� DLOCA LGRODES AND VERIFIED BY S MUST BE z FAN/1IGIiTGOMBO , cn GERTIPIED HOME INSPECTOR. CEILING WAtITED FAN ' � I � DATE: 00t 0 4 a L GATED R BUILDER/ WNER I ' TV AND PHONE OUTLETS TO 8E j �' DRAWN BY: GFGI I —�\,�/�\ r c V F3 ' SHEET NO.: A4 . 1 - - C) :f" , '- - ,. - . -.- .. . r�.. �,, v... i ,,, ' n.„ i „..y...,, inrm ',,'I, n i 11 I' i i i i , u - ,'I i in.�I . .. . ' . I ' '� rvu __.., . .'..,'�, �....,.�., .,.,.,o.....,•. ,,,,.u-�".",,,."..0-u u°........m.m,__. ..xr�wa_ u�w,.e.m.® _ r. "--- .-. .. �..-"-.. ,�.,. -� . . ... „�, • " " .. . . . I I I .I �' � - "� . '' - I � I � 1.� � ' - 1 . 11 --111- u..._._,. _ - - y I � I - �I." . � I-- 11 � � - - - --- .. - I - ' '_ - � I �'� . . A s ( \' C_J y' I CC I _ I --1 APPROVED 5HIN6LE5 AND ! UNDERLAYMENT PER SPECS. � � 1/2" EXT. 6RADE ROOF ON 1/2" EXT. GRADE 5HEATHIN6 . 5HEATHIN6 AND ROOFIN6 FELT PER CODE I PER SPECS. AND ROOF ENGINEERED TRUSSES 0 I : . -- ,' � ..,,. �a_-�.. .. _---.-._.W �` � .., INSULATION PER LOCAL CODES STICK FRAMED ROOF . , 1- ` CIII FTER5 PER EN6INEER/BUILDER � ,.. . "L I . ., . ,,. .. . . . (I I�",''....'''... 1.11 .1 I 1.I. ,� I 1 C---� 'D �_'_ `` T5Ill ENG. - It 11 11 [' �Llf IN6 '�2 � � i - OYH 2V10I2H(f 1AVIIIOSIA EIOS TH,OIrIYg00 0) 1 - - _ ✓ ' 2TQIRTM 2WA1 THOISIYgOO 1ASIHQH'j ,DZjZHAW * = - , - - . - .". - . .- - ` I 1111 1 - \ I U 1AVOM�SI HHT 1 , :�rOVI 2IHT11� AI ! I - +Y e"`.'", °'�, - ,. , ,, .. . -- I _ - it y 1'®"",,.� / P C �' �� f GSL t 9 �, ,.. ,-,:I 5HIN6 E5 PER � SEE 5/A -r' SPEC. '� ' VAULTED T LD GL6. GL6. 3D MODELS - I x "'/° ' =I� ° cs- a- I - - -- . :,: : .� 14/12 SLOPE I a X MING @ . 16" ON GE�ITER, w/I TION � r ° '- �' ' ? r� .�� c,�"J If2" EXT. GRADE PER ODE TYP. @ 15 nd VAULTED GL6, - 5HEATHIN6 FL. UNL 55 NOTED OTHE �%; I I - `� � - I _ - d _ �* 11 . - 1 . el I I 1 . ,..°.,...., .�,. _ _ FLOOR SYSTEM PER ENG. _---._. --� ..- .. , . ., ... .................... FI_DOR 5'(STEM PER ENG, W .". """'. j Ill .rxaesc+.�o. .- emav�awu ,, . - &s,.e35..3 ...w'14"'I�•LY� _ .. ���„ .� �..,,.., ��,,. .., ® - _ _ - _ - - - � t " - ...�,, .�.. .... - L ,.I ' SXI2 ROUGH , � _ %_ 6 HEWN BEAM5, QVII 2VIOI2�Q 1AVIHQSIA OIOS THOISIYgOO ! 8Xi2 ROU611 HEWN i3EAi 15 2X4 FRAMING @ �- TYP. 2TOI5[`I'2�SI 2WA1 THOISIYg00 1ASI�Q�� OVIIVISIAW * i T P. �TOVI 2IHT �0 1AVOM�Si BHT K I TG H N d- I6 O.G, w/INSUL. Ii, SIDING PER SPECS. _ �. � 12X12 ROUGH __ ARCHITECTURAL I I TTT �T - RGHITEGT - I COLUMNS°ON 1 1`� PL-R 5PEG5 ON 1/2" EXT. 6RADE HEWN GOLUMN5 - I GOLUMh \ STONE BASE (TYP.) 12X12 ROU()H _ _ iEATHIN6 PER CODE, TYP.� '� TYP. I I J 1 I FORC'f-f HEWN GOL Uh1115N c� STONE BASE ( � o DINING - . 1`(P' PORGH 2-2:. o I FORC,H - - GREAT ROOM I REV. N0. REV. DATE/INI�SAL 3 _ - , OYI� .. , . . . fi�G , BEYOND FO H I E-1 I r - , BOOKCASE I- "6 ; I I � 2 �� 3 � O 3 _ II -1 i Q ry i I � L - , N "" /,. x h ��..L.,..,. .,.. ,,„ ..,. m - - - - � T I I I - - = - - - . . ..... ... „- .. . ., .. . .. � � FLOOR SYSTEM PER ENG. `� ..� -.�. �:,, ...„ . r- . . ... . . . ..... . . . .,_. .,.. ..... .,,. , .. w ...� ;� I �-_ r FLOOR 5Y5TEf`'I PERE 6 r , Al� -_ - - - - T I 0 r 1 . I _1 71 y -�.WY4W�i" I___ - - - I - - J f REIN ORGED GOi�GRETE--/ REINFORCED GONGRETE: 1 REINFORCED_ GONGRETE PORGfI 5LA3 w/FOOTIN65 - SLAB PER ENGINEER _ PORCH SLABwR/ 00N5 PER ENGINEER r_ J = ; r--J I . i q i . 6 R . I 7D r.'- '� z 7 1 . � � , L1:2 I. - . /x- -J - - -' ,r--J - _ _ I G'-'j i CL7 r- _ - 6"� STEEL P05T= '� 17-f" RI5ER5 REINFORCED GOf�CRETE " �EP TOP I$ BOTTLe „ IGF WALL-5 (TYP.) II" TRE 10" GU IGF WALL5 (TYP.)-� SLAB PER EN6INEER IGF WALLS (TYP.) 11--f R15ER5 "�` 1: AD5 T - 615TEEL F05T Q Ii �: IGF WALLS (TYP.) " F I 2 2x12 STRING RS TYP. ''BOLTED TOP BOTTOM ' ,- II TREADS 10 GUT 'i" i r� r. 10" � g 2 2x12 STRIN6R5, TYP. I REINFORCED CONCRETE ? = w\\ III -1 r�` rT REINFORCED CONCRETE = : ; I 4 I. :. :x ............:. = v i 5LAB PER EN61NEER� - . rc o 5 BPR 6 R a 3 ��. - * 5TAIR HEADROOM: THE MINIMUM HEADROOM IN ALL PART5 OF THE m ° tJ * 5TAIR HEADROOM: THE MINIMUM HEADROOM IN ALL PART5 OF THE - STAIRWAY SHALL NOT BE LE55 THAN 6 FEET 8 INGHE5 (2032 mm) C _ STAIRWAY SHALL NOT BE LE55 THAN.6 FEET 8 INCHES (2032 mm) MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE I 4 -I - MEASURED VERTIGALLY FROM THE 5LOPED PLANE ADJOININ6 THE GONGR�T� FooTI TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING GONGARyET Q�TI�1C� -- ...__ . � i ,.-- u - TREAD N051N6 OR FROM THE FLOOR 5URFAGE OF THE LANDING A5 PER DET _w- OR PLATFORM. P V �I� � 'Q OR PLATFORM, ? I �� _ - �......W .,, „_' ,,.....LL.. .Y.. 1= . II 5GALE:31 -III I - 5EG ? I .11' = ' ' I ?? C. R05Q11 I SALE.318 -I-0,', - E _ - � � .. UO ,, . I �,DJ : I . - i L-L 1 - � �' i - . eft -L'��),<',2,,�� _/ �� - �- _ .r I� , :_1 " I 0 APPROVED 5HIN6LE5 AND '/'!' "05 C� :. S° 11 1 w UNDERLAYMENT PER SPECS, `- " 1 ON Ii2" EXT. GRADE SHEATHING >� r- `!'} a• ,� .. :", ' . �7 .. , s ' PER GODS I i _ >`' - _ 4 - -- - - _�. , 'D , i 7'e ; CSP - I I - i - 4.14 ;: t11 : 3 , ( } f ARCHITHIS VAL DESIGN RAWING IS THE PR:)PERTY OF t ! e , 1= , u d. I .t' I E ", , T�` ') d 'INC. A2;D MAY NOT B c, USED, REPRODUCED OR I UBLISH'D WITHOUT THEIR k� `• - WRITTEN PERMISSION. ARCMVAL DESIGNS, INC. I - - ASSUMES NO LIABILITY FOR ANY HOME CON- iBI [ � -- --•m GENERAL NOTES � - - - .. -.... GCI (N6 .��)I� I STRUCTED FROM THIS PLAN. [T IS THE OVII 2Vi0I2�Q 1AVIHOSA �IO� THOISIYgOO L 1 - _ _ 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL RESPONSIBIITY OF THE PURCHASER OF THIS , ii ,„ .. ...�. I S��Q�� rOYIIVISIAW * 11,E P). ", "`� APPLICABLE NATIONAL, STATE, AND LOCAL CODES, PIAN TO PERFORM THE F)LLOWING BEFOkE 2T0IS Off 2WA1 THOIS3Y�I00 1A d - ' --_ - r - ,� :�TO�I 2IHT IO 1AVOM�H BHT ,' I BE INNING CfUAL CONSTRUCTION. 1. // �; ::._F, i "-� DIMENSIONS AT SITE S SH L E IFFY CLL AND FDITIOVSMNSD, G A „ [ \ ` _ ON ITL A 1 1.) BUILDER OR CONTRAC"OR MUST VERIFY ALL _ _ s � ) I / t _ _-_._.�,. DESC R TO PROCEEDING WITH N !�__ `� 1 IT B N CONSTRUCTION. ANY �I N �JI� I- K �Il DRdENSION'3 PRO - EPA CES SHALL BE REPORTED TO ARCHIVAL DESIGNS, I _ „ L„,,�-I v J� , v' ,,,, „ •. .,• I' ,EN61NEERED TRU55E5 OR _ t� '" RINCNFOR JUSTIFICATION AND/OR CORRECTIONDBEFORE ; CONSTRUCTION. j 3 F " ' 1 i� 1� ) '�r /--Z-� '-, PROCEEDING WITH WORK. CONTRACTORS SHALL ASSUME 2.) CONTRACTOR MUST `IEiIFY COMPLIANCE i p 2x8 CEILING 1015T5, TYP. � . i 5TIGK FRAMED/ROOF . � R � V RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED. i WITH ALL LOCAL BUILDING CODES IN THE / RAFTERS PER ENGINEER/BUILDER ti + i��1' 3, ALL DIMENSIONS SHALL BE READ OR CALCULATED AND AREA WHERE THE HOME IS TO BE I !r = N _ / "' NEVER SCALED. ! CONSTRUCTED. - p O 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) 1 � 3 / �- I cXT. FRAMING @ O l� �� HANDAND LINGM HET REST BUILDINOG. CQNSU TBLOOALI ENGINEEREFOF OR ) PLANS INDICATE LOCA'''ION ONLY; :1 I I ENGINEERING APSECTS SHOULD INCORPORATE P � 16 ON GENTER., w/IN5ULATION - - ' C/ -, - I ACTUAL SITE CONDITIONS. AL1® /�J �a- i � v y , _ }�(� PROPER FOOTING AND REINFORCING SIZES. _, �, /- ' t ! J J �}ry""" '" _ \� PER GODS TYP. @ 1St 2nd -, 5. CONTRACTOR SHALL INSURE COMPA IIABLILTY OF THE { CAUTION MUST BE EXERCISED IN MAKING ANY 1;,°i '- " `FL. UNLE55 NOTED OTHERWISE. u: U 1 BUILDING WITH ALL SHE IE REQUIREMENTS. L [� _-, I CHANGES TO THIS PLAN. ONLY A QUALIFIED 6, IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, ENGINEER SHOULD ATTEM°T MODIFICATIONS, AS tT � �t ' - - REINFORCE AS PER CODE. I > : "` 7. ALL FOUNDATION AND STRUCTURAL MEMBERSSHOULD BE 1 EVEN MINOR CHANGES IN ONE AREA OF THE `� A. VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE t HOUSE COULD LEAD TO HWOR PROBLEMS IN . ,t WHERE CONSTRUCTION IS OCCURING DUE TO WIDE VARIANCE ANOTHER AREA. ' "m` e IN LOCAL CODES, SOIL BEARING CONDITIONS, FOREST LINE ' �X4 BOTTO °=' W ;�/� DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. THE m-•�--•- --"""""-w° g PLATE TYP. N ,: CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING FLOOR SYSTEM PER ENG. ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL J J/� ,1�nr /� ( _�j . �,_ ,9 r LOCAL CODES AND TO INSURE A QUALITY A SAFE I V CX �J lel t 1J _ C ` k- - i - .. . ., _, .. "` (� ? ' ,`j, _ 8, ALL WOOD, CONCRETE, AND STEEL STRUCTURALTMEMBERS jt L �6�� SQ.FI. 1.1'' ;; SHAL LITY AND MEET ALL SU T.BE OF A GOOD GRADE AND QUA "a,. ..,. . .. „ , ' - , „ - ,�„,,, -=+ L NATIONAL, STATE ANDLOCAL BUILDING CODES WHERE �, p F 11 51DIN6 PER 5PEG5. =u . / . . C. l�'C . L4- - � - .--.--. - - I- .1", I ` I ''I � � APPLICABLE, 33OIIL1� 't 77 I ON I/2" EXT. GRADE '_ - .= �� � �f ` !� 9. ALL COLUMNS OR SOLID FRAMING SHOULD BE DESIGNED TO 7 CARRY LOADS AND SHOULD EXTENDDOWN THRU THE LEVELS ? S abt0tal SHATHIN6 PER GORE TYP. c `: BELOW AND TERMINATE AT THE BASEMENT FLOOR OR AT I i j/ .-t .) OTHER BEARING POINTS DESIGNED TO CARRY THE LOAD. Ijl-LOW -G ` ��� � 10. THIS DESIGN LICENSE IS RELEASED FOR ONE (1) BUILT . / r0.G c'c c')N G I u �^(. STRUCTURE ONLY AND IS NOT TRANSFERABLE TO ANOTHER �r `� r / INDIVIDUAL OR COMPANY. Subtotal _ ' 2x4 FRAMIN6 @ IGF WALLS (TYP.)- %c>/ -, %^) I r_� l-t 11. ARCHIVAL DESIGNS, INC. IS THE SOLE OWNER OF THIS AND ""'" " "' '" "� "° - _ £ . ANY DERIVATIVE ODIFICATION OF THIS COPYRIGHT PROTECTED I ` / I" - 16 O,G. _ PLAN. Garage ,.�� ,. ' r 1 �� 12. ARCHITECTURAL DESIGN ASSUMES ENGINEERED FLOOR SYSTEM w -!'.0 - CJ _ _ !.' IS NOT TO EXCEED 14" IN DEPTH. ENGINEER SHALL RELATE Other . _ - , FLOOR DEPTH TO STAIR DESIGN AND MODIFY ACCORDINGLY. f REINFORCED CONCRETE �" _ " '' NOTE, FLOOR SYSTEMS DEE /� y -�^ s PER THAN I4" CAN ADVERSLY 'I Other 5LAB PER ENGINCrR� �- 1 Pte_ !I / X T 1 L/ IMPACT FLOOR PLAN DESIGN. -- - i i ,- .. :, - - , - 13. THE DRAWINGS PREPARED BY ARCHIVAL DESIGNS, INC. ARE Total __-.-- • ARCHITECTURAL IN NATURE. STRUCTURAL DRAWINGS SHALL ' v ---- ' ` " BE PREPARED BY A LOCAL ENGINEER PER LOCAL CODES. �� IN �� ` � i �1 REINFORCED CONCRETE - ,, %-'?' F I -"_ :b EE ,,,:n /_ tO JOB NO.: "' z LAB PER EN61N R� GONG 0 TI _r '� 1`1 , z r. . , )o OP THE A��f� ) R Cl E 5TAIR H�ADROOM: THE MINIMUM HEADROOM HEADROOM IN ALL PAR r .,�.� }. :_ T5 _ s, , �, STAIRI SAY SHALL NOT BE LE55 THAN 6 FEET 8 INCHES (2032 mm) . � Lu . D R1 LGA Y FROM THE SLOPED PLANE"ADJOINING THE +' ;� s= MEASURE lE LL Vi �+� -�j� , V�tc - �1 <,., ep. ,. w DATE: TREAD N051N6 OR FROM THE FLOOR 5URFAGE OF THE LANDING - � ,.,a„»' = o ' U U ��'�,�(6glF?. ��U OR PLATFORM, R 5 5 5.E G T I 0 N � � l r �` ` ��" a AGS G055 SEG ? ION _ �:31e=I'0 I, - �6 DRAWN BY: . - SCALE.3/8 -I'-0 ;, . . - ( e N m j 113 h-/ L u I � � I . ' I Ii�i'ii . : I ! - . . I� :i � � . , , r I ' z I�� I �I, I- _ .1 I - " I 1- � � 1,01I.- . ' . SHEET NO.: 11,01 I� � I .. I- 1_1 :. I . I ,�� I . -1 . 1.11 - �' � . I r - I Q! A 6 . 1i . '� _''f" -- I . I . -- O „ �,. . „W.. „ . ! - - I ,. �°--. ii _ , ,; • `, o . - , . 1. _ r . . , I T 1 , - . i i 5HROUD PER t i' it BUILDER I'5TAIR HEADROOM:THE MINIM J&DRoOM IN ALL PARTS OF THE NOT BE - 1 STAIRNIAY SHALL LE5�T}IAN b FEET,8 IPIGHES(2032 mrJ 1-- MEASURED VH2TIGALLY FROM T}iE SLOPED PLATE ADJOINING TtE '_ � .� - -. f.4i� I-, y.-=-� o TREAD NOSING OR FROM THE FLOOR i1RFALE V- rte---1 p.,u9 IDINC 2x4 EXT.FRAMING�-\ } I u Ib'ON CENTER,r�INSULATION , a d� 1� 12 I-04 PER GODE,TYP.0 Ist I gnu t C¢ 1 * � -2 ax4 TDP F TATE 12 OYII �VIOIuHQ IAVIHOHA i;IOS THDIHYg00 a ,� FL.uN}E55NOTEDOTEPh115E 4 T 12/12 5L'OPE .. , . )A FL 5 TYP. 12/12 SLOPE 8TOIHTM ZWA1 THOIHYl ,IA51H(IH'q DAIMA 1 R - R/E - `/ OOR 5Y TEM PER BWIL INTI /-- 12 :HTOVI �IHT ''IO IAVOI�fHH BHT :: 11 - !___ P,mv4 BIDING OR 5TUGG0 PER �r I�-A� % IZD SHINGLES 1=ER SHINGLES PER - ��`�-`s_ 5I D NG SPEC. I 5FEG5.ON I/2'EXT.GRADE 1--- - D -y- SPED. Nr SHEATHING PER GODE,TV. I----- ' - .. . , . SIDING' - o = t ---- �, y - - -- - --- - O , 2x4 INi.FRAMING D P --- -- - -- _ - _- � � _ - ----- - - - - - --- - -.. . - -- ----- - --- - " - Ib'ONGENTERTYP,�15tt2nd .'r ---- I,•.t - - - -- _- -- -- --- -- -- -- -- ----- -- - - - -_-- - k- 2ND GLC h - - - -- -- - - - - - -- --- -- - - I � �� .. w ... - ------- - - - - --- - --- - -- ---- I " - -- -- ---- --- c - - - -- - - -- - _ _- -- - - - r i R.UNLESS NOTED OTHERN115E\ _ 1. _ 6I I I I I ' - +, ....S--.- .. •.d}, ,. x, '+'4_3 t: - e 1 c- -k 6 ,, y -✓- - 77� 3 '" _,� I IO/12 SLOPE II I1 �� }~ �+ Itl`'' = g - 14/12 5LOPE I II II ------- -- ------ ---- - --- - - - -- 1 ,{ - ' LANDIFY a SHINGLES PER I I I 11 f ', . ,:, - r I SPEC. 1 RAFTI RS PITCH I I I 12/12 51LOPl ' . FROM 7 I/4" HIGH 1�3i1 I1"61 ' - - op C/12 SLOPE IDINC 11 I I I ��� 1 K.W. ON TOP OF ' -f ; 1, ;� �� n i � ' a GLC. JST. O 2ND PLR INTERIOR IST -LR INTERIOR L c) � 1 I �l I RAFTERS PITCH II II SHINCL IS P� ,, � TRIS?TYP All f.' (,� 1 _'-' _ ', FROM I'-O" HIGH K.W. SIDING II II IISPE \ 8" FASGIA W/ OGEE : 51DINC 4 GONGRETEFGUNDAITONAND p - I ,-•..., ( ) y' _ _ INTERIOR G ON TOP OF GLC. 11 11 1 1 TER TYP = FOOTING PER 5TR ENG. 2x4 BOTTOM I 2ND § JST. - - - --- 11 -- -- - - -- --- - - -- -- -- -- -- - -- - - -- - - - - - --.- -�$-- --- - - - - a - - - - II g Cy D E I O/ PLATT TYP FLooR sYSTEI� -__ _ � � _�ys.�: .�. _ -- - _ --- -- - - -- ---- --- --`=- - r GLC, -'- - - - --- - k �.: - - - - - --- - - - -- - - 4/l2'Si O. °GALE:3/-4°=I'-o' I 51D1 • "- „ ��..,..,.,,.. w,., ,�.� - NG ~ 1. i _� All �- HDR. - ---- ------: - - -------- - ,E - - - ----- ___ I 1- - , z r " RNER I - J� 1 SCALE: I/4" = I'-O" I, o sauA .E ~ ROUGH HEW l POJ f 5 4 GO 1 I' - 1 o - ;� �`D ON 36_" HIGH' BOARDS (TYP.) , STONE BA'SE5 © SIDES/REAR _ - I i - p '' 0 i ` �j c TYP. - - '��' I I � '� . i 1 § 'j, < r _ _____________ 1=====____ ___________________ _____ SIDING F Y L` _ - _ <� „ w..RAILS PER --- E 1._ - c, I I BUILDER NOT -- - - -- - „ - -- V SHowN FOR „I _I STONE 11 L d.. � p 1 REV. N0. REV. )ATE/INITIALS GLAFITY STONE DIST FF A, =========== ____:!:==========================::= I- -- - -- -- -- -- -- -- -- I �,� STONE I I I ,* � - . _ I_All :1.==z��===_________. F-________ - - ____ _-__-_-__ _ ______ ____ ______ -_ _ _4-_- _ '-- I 1 , , I , - - _-- -- -- -- - _ -I- -- . .:,� � -} � �: STONE I I--- _STONE ------- -__ __- -- STON= , ..I I I A . I I i . . �". . . . . • . .. . ,.-- . . ._ . . . . ... .. OP PER STEPS PER GRADE x STO R'GRADE ' .. i. . T is v ' ILI C COPYRIGHT 2013 ARCHIVAL DESIGNS IPQ " ..I " " . - * WARNING FEDERAL COPYRIGHT LAWS RESTRICTS I I SCALE 3/16 - I-O ## - i THE REMOVAL OF THIS NOTE: vt BOARD :� iR BATTEN _ 1. ° �EIROUDPER ,:,_ 1- -- - -- ---- ---- -- ---- - -- -- -- -- - -- - - -- -- - -- - - - - - -- --- - - -- - - --- 2ND GLG �"') BUILDER =--- - 12/12 SLOPE --- -- -- -- ----I�- - - --12- -- -- - -- - - - -.12/12 SLOPE - -- - - - - , " y .. �= f ,• I ca 4 12 0 3� > SHINGLES PER _I 51 {INC�LEs PER c� cv ., � 11 f SPED. •_ SPEC. ) T1 14/12 SLOPE 1 12 s r Q Q _ r\ - c� , - , OVII 2VIOI2HQ IAVIHOHA EIOS "(HOIHYg00 _ 2T0IHTBHH 8WA.I THOIHYg00 JAHUH1 DZIMAW * _ :„ ., _ 1. : : '�' ,� I C� FL II = p II �' J11 14 r HTOVI �IHT �0 1AVOMHH HHT 5H I NCLES PER 12 I D I NG : g FA I I , I I �' � o ._ SPEC. 12 DDLE _ :° ; ':•'"> SGUTTER�YP) 1 I - BO,)TSD B Q }'' - D �� II - SHINGLES PER SIDING 12 �►�t - - f- _ _ - -___ ?ND > F ,.I rJ ale SPEC. GL - <C `A . I Ix8 BAND W/ DRIP GAP R ---- -------�---- ------- -- -- --- ----- --- --- ----. - �.w.�,..._.,1 w cC - - -' _ - _ ------- --------- ---- -------- --------- - - - - - 2ND GL DECORA --- , 51D1 SIDI - -- =-- --- - ------ - -- -- - ''4 NC PER T E G T G �- 6 HLP;Di=R o SPEC. PER BUILDER - TRIM (EYP.) NG PER v SPEC. '` "1 ---------- - - -------- ------ ---' --v; I�%��LOPE 14/12 SLOPE � = I =�'� -. ', I I � I � ''' 14/12 SLOPE _ 1 I1 12 1 /12 LOPE ,. ,. _, „�, �, .� 4.-- .. � z - -- - - - - O :5 - ' ' --`1 ` 12/12 SLOPE I � SIDING 12 `1 0 0 - cn „- • x �SHINCi E5 PER1. -I ------ - - - - SPEC. 12 , . U_ % I � 1. - II _ h t I IDINC 5H NGLES PER o I. - ID T i , I 12 SPEC: o = , SHINGLES PER , I I I ------- ------- s------ - , SPED- 14/12 SLOP- - i ! �, o - / I RAFTE=RS PITCH - i / RAFTE=RS IITGH . 1 _ tl _111.,,,..1 „ . _ - 4/12 I � FROM I'-O" IGH 12 .�.� n �-�-�; o '14�k _ - - I / ---- I FROM -O HIGH K.W. r;,,. • .. Q STONE `1 K.W. ON Tq� OFA -- ---- - -- - - - - --' - - - - - -- - -- - -- - --' - -- - --- I -- -- - - - - - - - - - - - -- IST Fl= I I O TEN , / ON TOP OF GLC. JST. 10 12 - -�Z':�,�'. --- --- -- 5 ONE w , rzj BO/ RJB _BAT - - ----- -_- ------------------- ---- --- - - __ ------ -- - ---- ------- T _, �LC�1�J5Z2ND F1-1 _ --------- -- --- a-. ---- ------I------ -- -- -- -- - - - -- - - -------- -- -- -- ---- ---- -- - - - - - - = --.- - FLGOR SYSTEM - - 1ST,;GLC' " n sa - - - - I , ° , ------ ---------- -- --- - - - % ,� SIDING GARRIA6E`STYLE A DECORATIVE LIGHTING �r SIDING I I ______ __ __ ___ _ ' 1, --. HDR, � GARAGE DOORS (TYP) 1 �� SiDIN6 PER BUILDER o --,`- - -- --- - - -- - `. 10" SQUARE- - `I I I I I� 4 CORN=R ROUGH HEWN P05T5'- z -,�' _.. " 1 . - . - .1i 1. ..". 0 i -q �I A SIDING a BOARDS (TYP) 6" I _ 4 ON TYP Ca SCALE: 3/I6' = I'-O I - ------ ----- _-- �" --- ! ® SIDES/RI AR.. STON,' BASES 1 SIDING 5TO 'ii I' n O 4 THIS DRAWING IS THE PR)PER'PY OF NATE T 4B : „' I W/�L�OP -==__============-========--------- __ _____ _ - ARCHIVAL DESIGN, INC. A'D MAY NOT BIS' USED, ----Ji ---- ��L---- I, T - 11 .- , . = REPRODUCED OR PUBLISH 7D WITHOUT THEIR _� 1 �� ------ --- ER- _ o , `- `--- R I; Q- WYITTEN PERMISSION. ARCHIVAL DESIGNS, INC. --- _: . ----- I k:.:• _- I ------ 5 - - 2 ANY HOME CON- „ �,.. GA WBI. A1�5R P BUILDER,•'NOT - � ASSUMES NO LIABILITY FOR , 1111 ,..„,, 1111, --- Illj STONE ° I 'I - `` O1LARORY I t IST Ff O STitUCTED FROM THIS PL:N. IT IS THE I ================================= '___"' �� RESPONSIBILITf OF THE I URCHASER OF THIS STN _ F <-t; �..- ;- �3MNP GLC 1 STONE - _ -, -- PL N TO PERFORM.THE F)LLOTiING HEFGi E - -- ----- � - 1 ' - I - BEGINNING AC'CUAL CONSTRUCTION. ----- '- i �..,, „ I,_ STEu - -- - - - I{ . . STONE ;` HDRy B I-- --- ay, - - `" P - 1 _________==cc!d I d.)GBUILDER OR CONTRAC"OR MUST VERT"Y ALL : ®.,�.°,w.,., .1.111 .. . .,. .<,�.,.-w .�..�,. s PER GRADE ,��--- i ' ' �� DIMENSIONS FRIOR TO PROCEEDING !;'iTH GARRIACE STYLE\� _ STEPS PER GRADE' $ z, CONSTRUCTION. GARAGE DOORS (TYP) .: I.' � - 2.) CONTRACTOR MUST VEaIFY COMPLIANCE ® I I REINFORCED CONCRETE Q � WITH ALL LOCAL BUILrING CODES IN 'I HE $ RETAINER WAL PER � p AREA WHERE THE HO�,E IS TO BE T I ON . GO T O - -"�W.....w,.,W „ ., , .�, „ SITE ND I N5 CONSTRUCTED ' / , I2 2 3.j PLANS INDICATE LOCA-ION ONLY; SCALE: 3/16" = I'-O" i I �/ -n J ENGINEERING APSECTS SHOULD INCORPORATE S' i " - I ., , __ . . 12 BOARD 8 2 i ACTUAL SITE CONDITIONS. BATTEN CAUTION MUST BE EXERCISED IN MAKING ANY - { i 'BMNT Ff v 1 CHANGES TO THIS PLAN. 'ONLY A QUALIFIED _ A ENGINEER SHOULD ATTEM.'T MODIFICATIONS, AS P GENERAL FRAMING NOTES ------ -- -- - ---- --- - -- -- -- --------- -- GL I, { i T' "1 EVEN MINOR CHANGES IN ONE AREA OF THE THE FOLLOWING NOTES ARE SUGGESTED MINIMUM "'- - --.-I ----- ----- - -- -WARNING_FEIfE --- --_- ---- AD TO M,UGH PROBLEMS 11:-11. k i . SHINGL THE REMOVAL OF THIS N SHINGL SPED 0 REQUIREMENTS ONLY. DUE TO A VARIANCE OF CODES PER C COPYRIGHT 2013�RCHIVAL DESIGNS IIC 2C D G -,.- ES PER * RAT.�OPYRIGH'F teIWB-RESTRICTS E5 PER � HOUSE COULD LE _, `. IN REGION, PLEASE REFER AND COMPLY WITH ALL YOUR LOCAL OTE: ANOTHER AREA CODES. CONSULT WITH LOCAL ENGINEERS FOR ALL STRUCTURAL SP G. ~ „ : REQUIREMENTS. - _•.<, -- - - --- -- - --- ---- - ----- -- - ------ 6 �- IAF/12 SLOPE � I :�,., '.-. 14/12 SLOPE E � 00 GE . 1. PROVIDE PURLINS AT MID HEIGHT OF ALL WALLS. .: E ALIGNED OVER STUDS _..g _. ,:•;..t° 's''•:, ,: a ( p t 2. ALL JOISTS AND RAFTERS SHALL B -`; - - BELOW. tx''-'- >_ _ :: _ r r t1 BOARD I 0 ap �'t FL N s'` 'n gm�.,: 3. ALL HEADERS SHALL BBE 2-2x1D's WITH y2" PLYWOOD - --...„�-_ _�.- j, 4 I BATT> I I 1 "' qW` FLITCH PLATE UNLESS OTHERWISE NOTED. - - - -- -- -- - -- -- - - UBLE FLOOR JOIST UNDER Q 1 e � �� y 11 4. FRAMER TO INSTALL DO . PARTITION WALL PARALLEL TO JOIST DIRECTION. I I 5. PROVIDE 1x4 CP,OSS BRIDGING AT MID POINT OF SPANOR _ _ _ I i I- "m i i p S albtotal 11 I 8'--O" O.C. MAXIMUM IN ALL FLOORS. __ } -, W,,.,..,.-� .. .. 6. ALL EXTERIOR CORbIERS (INSIDE AND OUTSIDE CORNERS) - - -_-- -_ - _ -- ---- - , - ND Fp. I � Law . .. - -- - -- t SHALL BE BRACED WITH YZ CDX PLYWOOD. NAILING GL - _ ...: =:'' �, .-_ 1111. .. , ..- 1111. .. . - - -- -- --- -- - Di�IP��.P -`9 1J I 'VE SCHEDULE SHALL BE 6d COMMONS AT 6 O.C. AT ALL EDGES - --- - -- --- ----- 6 to - -- 9 -�� s�E�-s 41-2 t T G� Subtotal AND 8d COMMONS AT 12 O.C. AT ALL INTERMEDIATE STUDS. ,. t S IDI . , (OPTION - APPROVED DIAGONAL CORNER BRACES BOTH } I NC PER 1 `` I DIRECTIONS AT ALL CORNERS). -- - • - z { .::f ti I �_; SPEC. � Garage "gym COLUMNS OR SOLID FRAMING SHALL EXTEND DOWN s " - - 7. ALL 1 'J.i: -3- t I - _ ,ar+ °-_-_ `_i ce THRU ALL LEVELS AND TERMINATE AT THE BASEMENT - , BY A THICKENED SLAB GRADE I'-� -Q° Other FLOOR AND BE SUPPORTED - - BEAM, OR FOOTING DESIGNED TO CARRY LOAD. ' _. , - I I i � ether 8. PROVIDE DOUBLE 2x8 STRONGBACK AT MID SPAN FOR i _ - T 1. , ® p CEILING JOISTS WITH SPAN GREATER THAN 10'-O". ' 9. PROVIDE COLLOAR TIES AT UPPER Y3 OF VERTICAL Ij : -':•- __ _„ - ; r' - r - cjlj�l SPEC p Z _ DISTNCE BETWEEN RIDGE BOARD AND CEILING JOISTS AT g NC7 PSR 4'-O" O.C. MAXIMUM. I - - ,�-- _-. ---� u� "" 10. HIP, VALLEY RAFTERS, AND RIDGE BOARDS SHALL BE ONE I L:--, `__ _ TOB NO•® .. "2x" SIZE LARGER THAN RAFTERS. I l, 1. - �., 11. ROOF DECKING SHALL BE Yz" CDX PLYWOOD MINIMUM. 12. WHERE PRE ENGINEERED FLOOR & ROOF TRUSSES ARE ---- ----- -- -- - - -- --- -- - IST STONE USED, TRUSS Iv1ANUFACNRER MUST PROVIDE SHOP ---- -- ----- ---- ;4 _ DRAWINGS WHICH BEAR SEAL OF REGISTERED ENGINEER IN - FF STATE IN WHICH WORK IS TO BE PERFORMED. STONE - a6 p STONE n �P��OKE yo I DATE: 13. ALL CEILING JOISTS AND O I RAFTER BRACING TO BEAR ON 1 -, ...,. .1..1.11....,. .. „ •1111.. .- LOAD BEARING WALLS DESIGNED TO CARRY LOAD THRU ' ., � ALL LEVELS AND TERMINATE AT BASEMENT FLUOR AND J I -\' If �r�� = f t 0 t 4 BY THICKENED SLAB GRADE BEAM ORIq I: I -- - t r e �� U � 6 o o BE SUPPORTEDr- � FOOTING DESIGNED TO CARRY LOAD. 14. ALL BASEMENT WALLS, BEAMS, AND COLUMNS TO BE T I C I L_ u DESIGNED BY LOCAL STRUCTURAL ENGINEER AND MEET x DRAW , { Ct ;,t._ J N B I' ALL LOCAL CODES. ( = , :-•' , _- d9 f 15. ALL SOLID FRAMING, COLUMNS, VEAMS, ETC., TO BE „r .. - „ L /Ib = -O �� -11:11 Y., . ._1111.. ".�.�„ DESIGNED BY LOCAL STRUCTURAL ENGINEER AND MEET i q� t :' ALL LOCAL CODES. a. SGA E. 3 I' ��� 6. ALL FRAMED WALL DIMENSIONS ARE BASED ON 2 x 4J 1E,I ,, _ _ - STUDS UNLESS OTHERWISE NOTED. 4 j� s�4 , �tlls� �O' SHEET N0 i I -� , _�!:+ - A 1 c� F 1 . 4 1 t I " :,1111, . 1111--., : I ,,, „I.,,,. Iw„•1. __, -. .. 1111. 1111_-- - - - ..-.-... -- 1111 - .1.111, ,1111 ,�, �, L„, „ . ... .,,I°„ „,,, LI, I ,. ,. Al,W,,.I ,. W , , „„ .t t . ,. , . t . ., ., • -,, , - .. ,. -. - . ,.- . . . o -