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HomeMy WebLinkAbout0102 BLUFF POINT DRIVE - PLANS (2) , �,, SELLDORFF - RESIDENC E 102 BLUFF POINT DRIVE .COTU IT, �,MA 02635 PROJECT OF A RESIDENCE FOR GENERAL NOTES- The drawing and all of the ideas, arrangements, designs and plans 102 BLUFF POINT DRIVE indicated thereon or represented thereby are owned by and remain the property of Doreve COTUIT MA 02635 Nicholaeff, Architect inc. No part thereof shall be utilized by any person, firm or corporation for any purpose: except with specif ic written permission of the firm Doreve Nicholaeff Architect , Inc . A n y e r r o r s o r discrepancies on the drawings, shop drawings and details are to be brought to the attention of the architect before t h e w o r k h a s c o m m e n c e d Dimensions are to be used and no drawings are to be scaled . f 77� UA �'A �,J R, �W 'Z NIX, CARBON MONOXIDE ALARM ST'F F,7ALLED PER W,4 -AS'AC'HJQET IS LUILDING CODE 4, S ,10!'E DETECTORS REVIEW ia 4ARNSTABLE BUILDIN DEP 1. DA i M2 2"M 0 "-pail-_Z��.;, FIRE DEPARTUENT DATE 's BOTH SIGNATURES ARE REQUIR R P11 _5 5 im x1 X, 0 p �,g 4 4 g a Nicholaeff Architecture + Design 812 Main Street 4"'o 4V, Osterville, MA 02655 T 508 420 5298 F 508 420 2240 nicholaeff conn PROJECT DIRECTORY ARCHITECTURAL ABBREVATIONS GRAPHIC SYMBOLS DRAWING SYMBOLS DRAWING LIST ARC1UMTUF_kLiDRAW, 1NGS SYMBOLS used as abbreviations: FOF face of finish OWNER T1.1 TITLE SHEET SELLDORFF. PNT point (ed) COLUMN GRID FIN finish (ed) EARTH L1.1 SITE PLAN L angle FF finished floor PNL panel a No.6622. PTD paper towel dispenser Column Or Grid Number MR.AND MRS. SELLDORFF BOSTON, RESIDENCE (L centerline FA fire alarm PAR parallel A1.1 FIRST FLOOR PLAN MA E channel FEC fire extinguisher cabinet 1�)_ 102 BLUFF POINT DRIVE PVMT pavement I 0�,,BLUFF,POINT DRIVE 0 round FHC fire hose cabinet PERIM perimeter ;#D 0 A1.2 SECOND FLOOR PLAN ETAILS COTUIT, MA 02635 A 1.3 TFH COTUIT, MA 02635 FP fireproof PLAS plaster GRAVEL/COMP. FILL D RD FLOOR PLAN 41 OF�A ABBREVIATIONS- FLR floor (ing) A. 4" 0 Detail Number PLAM plastic laminate FD floor drain DraWin I Shown On A 1.4 ROOFFLOORPLAN AFF above finished floor FLUOR fluorescent PIL plate (Only NOT Some DWg.) PIL D plywood AC acoustical FTG footing A1.5 BASFMENT PLAN Of pressure treated ROCK/LEDGE STRUCTURAL ENGINEERING ACT acoustical tile FND foundation ADJ adjacent FBO furnished by others A2.1 BUILDING ELEVATIONS FR94 SECTION ADJT adjustable FUR furred Cing) OT quarry tile T. VARNUM PHILBROOK, P.E. ALT alternate Section Number A2.2 BUILDING ELEVATIONS ALUM aluminum Drawing Shown On PHILBROOK ENGINEERING &CONSTRUCTION ANC anchor, anchorage GA gage, gauge REF reference A3.1 BUILDING SECTIONS GAILV galvanized CONCRIE7E AB anchor bolt REFIR refridgerator .41. 107 BEACH STREET A3.2 BUILDING SECTIONS ASPH asphalt GIL glass, glazing REIN reinforce (d) GB grab bar DENNIS, MA 02638 �RES resilient A4.1 SECTION DETAILS GD grade RA return air WALL TYPES (508) 385-8682 13SMT basement GYP gypsum REV revision (s), revised BRG bearing RH right hand BRICK BEL below Detail Number PROJECT NUMBER: SLD01 BE7 between HDWD hardwood R riser Nicholaeff BIT bituminous HDWR hardware RD roof drain LANDSCAPE ARCHITECT 'D iV HDR header RFG roofing _,,STRUCTURAL RAWINGSi�',­i�)`.11,�,�,�� BLKG blocking CONCRETE BLOCK BD board HD heavy duty RM room MICHAEL BLIER S1.0 FOUNDATIONPLAN Architecture Design BOT bottom HT height RO rough opening DOOR NUMBER DRAWN BY: DN, DV HM hollow metal Door Number LANDWORKS STUDIO, INC. BIRK brick HOR horizontal S LOB FOOTINGPLAN BLDG building SCH schedule Letter Used If @-- More Than 112 SHAWMUT AVENUE 6B SEC section One Door Into Space SLI FIRST FLOOR FRAMING SHT sheet STONE BOSTON, MA 02118 SCALE: AS NOTED CAB cabinet include (d), (ing) INCL WINDOW TYPE S1.2 SECOND FLOOR FRAMING PLAN 812 Main Street CPT carpet (ed) ID inside diameter Sim similar (617) 426-3030 CB catch basin INS insulate (d), (ion) SC solid core Window Type S1.3 THM FLOOR FRAMING PLAN SQ square STEEL CLG ceiling INT interior SS stainless steel DATE: MAY 30, 2008 Osterville, MA 02655 CEM cement INTM intermediate Large Scale S1.4 ROOF FRAMING PLAN STL steel CER ceramic INV invert CEILING HEIGHTS STIR structural le S3.1 F CT ceramic tile Small Sca OUNDATION DETAILS T 508 420 5298 SUSP suspended CIR circle JT joint SYM symmetry (ical) Finish Ceiling Elevations S3. F ATION DETAILS CIRC circumference F 508 420 2240 CO cleanout KO knockout SYS system FINISHED WOOD S3.3 FOUNDATION DETAILS MISC, REVISIONS 5/19/08 CLR clear (ance) NOTATIONS COIL column S34 FOUNDATION DETAILS MISC, REVISIONS 5/29/08 nicholaeff com COD combination LBL label TEL telephone lble) LAB laboratory ED—Notation Reference Number CO P compress (ed), (ion), (i CONIC concrete LAV lavatory TV television ROUGH (Demolition Note) THK thick (ness) WOOD LH left hand CMU concrete masonry unit L length TPID toilet paper dispenser Dimensional Lumber Only DETAIL AREA CONST construction LT light CONT continuous T&G tongue and groove Enlarged Detail Area Ci control joint LW light weight TOC top of concrete CTIR counter L.C.C, lead coated copper TOS top of steel LOCKING Detail Number TOW top of Wall R�=DroWing Shown On CRS course 5sc. sized wood T tread H manhole TRTD treated DEP depressed AS masonry TYP typical EQUIPMENT DTL detail 0 masonry opening Equipment Reference Number PLYWOOD DIAG diagonal AX maximum LIC undercut --------- (D- PD 3�9 P)P�D MP Large Scale DIA diameter ECH mechanical LINO unless noted otherwise DIM dimension ED medium UR u6nal Small Scale DR door TIL metal NORTH ARROW DH double hung IN minimum VB vapor border DWR drawer IR mirror VNIR veneer E— — — — WALL TO REMOVE TITLE: True North DWG drawing ISC miscellaneous VERT vertical -------------- ---- Plan North (Project Reference) TITLE SHEET DW dishwasher LID molding VCT vinyl composition tile ------- MISC. TO REMOVE (ed) TD mount VIF verify in field each face ELEC electric (al) GLASS NAT natural EWC electric Water cooler le NOM nominal WH Wall hung Large Sca EL elevation ELEV elevator NIC not in contract WC Water closet Small Scale REVISIONS NTS not to scale WP waterproof (ing) ENCL enclosure WWM welded Wire mesh EQ equal Revision Location EXH exhaust OC on center (s) Width, Wide GYPSUM BOARD EXG existing OPG opening WIN Window EXP exposed OPP opposite WG Wire glass EXT exterior OD outside diameter WO Without OA overaIll ALUMINUM OH overhead Mr ancl Mrs S ME ML mL D 0 10�m F _ _.. . ____._ ---- - - -- ---- --- -- - ------ - ------ r____ -- _. _ -- ---- _ _ ------- - I---- --- --- - __ ___ __ _ --- ---- _ --_ _ - _ - --_ - _ , — IIIIIIIIII S E L LD OmR F F Im_-=>___-___--_-_-a=====_____________________ , 11 Beach ______________________ ___ _ RESIDENCES __________________ 11 -�- I __�0-- � -------------------------------------------------------------------- ___=�----------------------------- '� _,_ _� ---- _________--�� 1'02 SLUFF PI DRIVE FEMA Zone - - - - -111,1111, ,­ _ e�,O�:�, COTUIT, MA 02II&I635 ,,­l """,-,,,,", ,,"" ' 'r,,,,il,, , I -vv "'O,/ - 1.1,11, ��� ,­­­­_,, �,_"';',, , 0 "_''�, ­_," , ,,,,-� ; 1 wl� , - ___ v Beach 1 - a \\ t 'y` .f \ S ' t tang Wood Bul ad - - _____________________________________________________ t kh e 4j �� °- \\ �, ____----------------------------------------- Existin Wood Bulkhead _-____________=__=______-_____-___=________ W ' � - ,� /h T --»_-»_a>->->asmsc-�ma_a _=s. s-cc�,as_==_=s=_=_______________ _____ \\- �\ s:__ _ --- 7 _ \ - - ____ _______________________ --_ -__ ____________________ ________________>________.-- ____ a----_-» ,, _age .a ._---- ___ _ � \ --____ _____________ -____- ---- ,,` - - -- ----c ----- ----------------- \ \ - __ _ - - - - - - - _ --------- ----__ __� >\ _�-- ----_____- __________ - ______-- p ---___________,- The drawing and all of v a -� -- _ _ _ -- - -_ _ -_ _/ „"r ------ ------ ------= q =_-- --_- the Idea arrangements," __ ----------------- - \\ ------- --_- -'---_ ' _____ _ - - - _ g- = xxx ___- - 0 -__- / Q --------�________ ____________--__%' s, a nge s, I _ — — — — — — — — — — — _ - - - --____- --- _ __ - - --- -------- - - ----- -- _ _ _ < '� '- -a- •� _ _ _--_ \\ -- _ - - _ _ _ ---____ -_-_ - --------- - ------\ ---- - e s i n s and Ian s <<<<<�< d ((���� -�-..\ \ _s.. ,. �- � .--� -_ J indicated thereon or a I ----------- '----------_- -_- ----_- _ ______________ -- - _ -__-- ---_ ------ — — 'I r a '---- _ -- --_--- --_- -- - - „ _____ \` >_ ,� _s= > represent d the eby are a \ __ \ ------ -_>___ _>_, aa= a<_ffi =--=a==== -____- -- -___-- _ ___ ____----- „- owned by and remain:�t ., _. J ,IIII, 01/ r _ _ _ --- _-___ _ _ _ ____________===___=== --___ - - __-_ - - -� _ - '___ __->__ __ -- __ _ _ -- ______-- ---____ - - ---______ the ro ert of Doreve --- - _\ _< <<_ _ _- -- ________ - -x== - ------ _-- _____-- -_- - ____--- - _x x_ _ �_ a / / - + / ' _ - -© - - \\ D <<_��_ _ \ =xx __ _______________________________ -_____________-- ---- - ,-___-- _ - Nicholaeff, Architect Inc. _ , / 15, _ - ___ _ _ _ ______________ _- - ------ _ r r Irl i I - - f ____ ___--___--\\\ __\\\ - _ < > _______>_____- _ - - ________ _____ _ - - - - ,,___-- _ _ _ ,, i No rt th reo hall be any pers / - �� - ------__- Q `\\ \\\ - - - _a'=== _ ___ - - - _ ,3 _ e f s n11" 11 / _ _ _ ems- � __-_"- >\\\ �- >_-->_>_-__ a___�=g<� <�,.< <___ _ >>\` -_____>> _- _ - - - __ -__-___- -_ y\ - 15 / -/ firilized borporattion for .. / a- �\\ \\ -__':- :----->`< < <<�,c< <.6< :` a.>=v.c=a==- c=a== _ ________ _o==c= _____ =====a -.aca ==ca=aa _ C-�__ \ \1�/ --a=as=cao�_ / / ..0 -�_-____'�_ \ \\ \\ ate.-.-»__---=hsc=gc'oa �,: "' > _ _- -a=c==_ _c=a=a== `� ,�� �-�- =caaa= O ___ xx ,f _ _ `� �, i / - , - � < <<$_ _ % any purpose: except with x _ I 11-11 a '�'� -" - - - - - - �- - c1- - - - - - w --------- _ ---v •mow _ >---> "<_> ��=<s _____- - >>___- _____-= xx________ _____________________ --- --- _- -___- - - s p e c i f i c w r i t t e'n _ <<' x = 11 <��<� _ ___- / -< -- ' �' vv >-> � _<__�� - ' -` v ">> ..a=----�__ >>> - ----- __- ----- =___-- ___________ �zv permission of the firm / \ . . _ =gym<' �_ -' ------- ------ _ a\ O \ _ -�® _ - - \\\ Doreve Nlch aef �' / \ - _ __ - _ <_<< - > \`_! \ _ _ --- 'a\ j\ j Architect ollncf ♦ - _ _ 0 I- �O� �` a=aa<_ -- — — >_m___m - - — — — — — — — \ _ s <_- �\ > / a \ / --<\a__ a__________ as__ - discrepancies on the •• _ -------- r r r s o r -==a __>_ >„ _ a ------------------ _ _ ___ ----------------------- - 1�2 le --------- ------------------------ - / . \\ j\\ ' \ - /' - ._ \ -a . Q - - - - - ,�e""•s 4=<,�<<<a. >ta>' a>�!� j\ drawings, shop drawin s '; / / d - •�- / - -� __r\ a � ._ - - °- <_<- >>> --___ - ______- ___ ---- \ � \ \ and details are to be 1, ' ( O --' ,.'' �.'- -: L - - - - - - - - -- - - ': >s> `'�_____=- _ - brou ht to the attention '-- - _Q / - I _ a \ .." .-I ` 4 dg� _ �' - �' �'_ _-. `•• �~ >==oc==o=v=o=a==c=======a=c=__ .�, -� / ' -- ,- ___a-- ✓' / �` ' ,ems_' ® °' _� -•'___ $ _ \\\ j\j � \j\ \!\ of the architect before - / / -_ . / \ y'\ p'�• °' --/ � ______ \.� _______________________ j \ \ j \\ the work has , — _ --- _ j! - ' COASTAL > _ " _ _ _ _ _ - - �� - - - _- ===— _ -- \ \t \j Dimensions are to be / I i // ,/ ., / / 01 I `_.,.- e / ��y -��<_ ___>_>_- _ __ / / - �\\ - - � ` _ _ _ ____________' ►��_`__-.ft.,� - - - - - - - - -= -= _ , � used and no drawings \ - T_I \ / / 0 / •tea_- / / / \ -__- y ---- t-s ,����iaaa�a�� aaaaa \ i/ - - aaa°` __.I`� --___C E _____ � // are t O b e S C a i e d . �: Y / I - , ° a"t es / 9 aa3.N�ai \ // J� axe •..sF., / . / / / - \ r, \ „s / G ° - aaaaaaaaa \LII�II� �1� 5 `` __-_ 'tea-_ - ' , � =cc=_ V / / / / / - \ _ - d /. / / aaaaaaaaaaaa ' � . \ �^pI_ "'a '_a a k IQ /' /'' - / // ' ,I ( ss-s / ,,I /,°' / aaaaa aaaaaaa aaaaaa - _ IJ I� i �� ,.�, �'a+�. ... \. \ j\j \\ `a ,., x t as _ _ __ m ,/ - �.- 0 0 ,° ,I / _-_ "- /°- - -` // aaaaaaaaaaaaaaaa a - - - `-____ __=-_�' � a.. -•, ! \\\ \ \! !a I 0 , . ,. /' -_ \ / �� - d- �/ - - -- - - _= aaa �aaaaaaaaaa a ass _ 1 \ ! \ ! 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' / P_ ❑❑ ,,'I 16' x 50' ----- - - -- - - - -- \ �\ �\ i - - ----- ---------- - - L - - - -- ( \ 1 \ _T -=F - '25 5 2S - -,- ��' .— ,.- ---' ,-' ---' ,,---` SPA _ �, _ / .' \\\ ` . '' _ "Oewm TBA --' — - - ----------- - ------- -- - i \ _ -V ItEP - - - - - C - : - I----- - -- -- ---- s ----- _ - - - - - \_I.a_, K >vE - -- --- --,, G R A V E L D R _ — - - s� Nicholaeff - - /'- B S 2,8�0 _ -.I[-' - -- - - - - I ,,,- — --�- �--� .. ,.T ,� ':�� Architecture + Design - - STONE/ - -- ' �- _ - . - \ 812 Main Street R E T>�S�N I N G / _--- .,,.__*L •' + I _ Osterville, MA 02655 ,'' I --� CK �--A I R S � I , I I 1 / / / ,/ ,,\�/ \1 I I, I 11 � I I/ I I I I I I I A \\ '`= T 508 420 5298 / '..,/ ---'�- f i �, / ,, I 30� ===______.,.. F 508 420 2240 Ti�=� �'""_ , -i" // --------' / I / i / / ,-' 0\ O 1 nicholaeff.com I / ,- \.• - x ==s EDGER ,/ ,- // / // � !/ / I ,/- ,/ \\ --fs- \ �-_---___�=aaaaa// ` 1 E L'G E R '' /// / � / / / III '\\, --' \\ \ ��aaaaa �m .._...._ � / D STONE WALL /' I- TIC X36 ,/'' �/ I ,LAWN CUS/ ❑M METAL P,❑'�L ENCL❑SURE \\ as ___ __ _- - ---- -- C H �Kl LAN K P❑❑L E N�'L❑SURE ______________ __ ------ - ---- `-a / \ �� SaT E DUST ` _ / / --' � ' 3 0 ,P�N C E AND GATES \ _____ _______ __ ---- ,/' / I / � + 2 A " J� I /1- ' / / \ �♦ ' ' // .w... / �/ . / I - �I - - - -III u .- - - -•� - mln _ - __ - __"�_ - - - - --7'�--� _- ___-____=====c== ..- -- -% I' _ - _Z )/ _ _ / ..., ..n,n. // / -.1 �.-' / I ,/' r r ��.� r r , r � - ` ======- - --- -======= ` _- NKBERRY HE/tGE W/ CHAIN LINK' P❑DL-''ENLL❑SURE- ' _ _ _ / _ — _ '" =-/T 10 f 3 .. _ wil .�_ am am _\�` - I f / // / ��n�O.� � / / / I- ,-^\ -sue` • ` /� - ' - I. ms II I i ( i , / / /- aaa =__`- ____ o_ _ 00 ' -. o' � °/° sue, / =a_ /' / - -- , / - _ _ _ / PROJECT NUMBER: SLD01 �// /// '�_---- -e��od Berm ; , ; GRA/VEL DRIVE ,% C�d0q L DRIVE ��� / \ --� / CC1p % ;/ / i/ �/ / �' "� - % DRAWN BY: DN, DV < / // / / � / I / i 00---- - N o // / / (b " Q� O� N �/ J ' 1 / �, e- III i�b/ SCALE: AS NOTED i -�- i �\ I i I \\ \\ I\ i '� ( /�� DATE: MAY 30, 2008 / �/Cp 1 I I \ \ \ \ I ` ,\ t 1\ \ \\\ \\\ \\ 9 e u I \ � �' \ Fln va to ; Way) � I \ \ 1 \ \ \\ 4- 0 Wide I r MISC, REVISI❑NS 5/19/08 I \ 1 1 -�_ \ \ I I '\ 1 _ _-. .__-__�'- _ �----____ __-_ _ _. .�_. .. .-. ...- .-.-.-...-®- ..�..-_.®. .....®�.®... _... .. .. ._. , m= ..I _ - _ ..-- _.. . f i - - - - - Bit Berm \ E F MISC. REVISIONS 5/2 9/0 8 ..� .._._.._.:,....._.� ....u_r:,,, I \ i _ - - -- - --- - - - -- --- _ __- --_ - - - - _ - B t Berm __- *_,_ ---- _ , , _-s a� _ -- -- -- ====_-_- -- -_ - -_ -_-_-===-:: :_ _-== �$ Bit Wal k I \ - - / \___==__________:Bit Walk ,, // ,/' Q �e� _ __. . �� ___-�__ __ -- 11 I -\ G _ —_� r r �� r r �- r r ��� r r �� � r �� r r � r r �� r r ��a � r ��� � � ��� � � ___— __„, �--- S : _ wwww___w� �i! r _1. -' �— r I I.. —� .w " r TITLE: PROPOSED LANDSCAPE PLAN - \ \ : \ ` \\I" , t LANDSCAPE PLAN SCALE: 1/8" = 1 -0" 1 4 - -- _____ __---- -------- ------- -_ _ -- -- ----- -- ----- ----- _---- -- — -- - - ---- ------- - ---------- - ----- - -- - - - __ _.......___ ----_ --- —.-_--------- --.._- --_ ._-. _--- --_-.. --.-_---- -------- ------ _......_ _.... _.-.. _-._ ._-- __ __ -_...... _.._ ELLDORFF y a RESIDENCE 102 BLUr POINT RI E COTUIT' JVIAI02635 F a; F V 113'-9%' 'f ay „ 1 R d f r. 2V-10y' 13'-9ya 15'-4%8 5'"3�a , 8 � r X. •— M TO F INISH DECK GENERAL NOTES: F-LF-V:9 34.5' / �1 1364 + 3,716 3,746 2364 The drawing and all of ` 4.4 1.186 TOP OF FINISH DE K the ideas, arrangements, I AO•�3 1p'O7o ELEV.■ 345' designs and plans \ I 1'-2' 18561 indicated thereon or represented thereby are \ 3603 1'-91vi / owned by and remain , Nicholaeff,rArchitect inc. _— ® No part thereof shall be 3 3489 �� 7 3489 3489 — utilized by any person, _ on for LINE OF SOFFIT ABOVE `` _ S any purpose: except with a specific written I` 19 a w 3696E �r1 �� \ permission of the firm 3696F .p 5y, a �� I Doreve Nicholaeff Rr Architect , Inc . Any errors or 3696Ediscrep 8�8 j 2'-Zyz ncies on the 19' 1%e � drawings, shop drawings i 1 ?6 and details are to be ' 9kir j 9.59 _� x x \ 'ro �ej49 .� brought to the attention ZIP^� 3696FI 1 — A — x — h 12 �. of the architect before x x ,/r S ' \ N th e work h as T ti 1 a x c o m m e n c e d . 0 6�� i 5 11 2'-2�2 Dimensions are to be 7296 \ INING ROO j 4' UEST SUITE �p� used and n o drawings V \ -176- / HARD OOD 8 3 HARDWOOD DOOR W/ PPL D are t o b e scaled . BREAKFAST \ 3 , / 0- sTPEAEELING 67 ,\AR,DDWWOOD I /, 6/8 1 , 1 3y. °' $ 6y0, / d° A �6 3696F 1 � � GARAGE WALLS E CEILING R IAL TO RECEIVE (1) LAYER 5/8' WAL / FA IL ROO �S y0' TYPE 'X' GWa CONTINUOUS BEGINS 6 91 \` HAR WOOD •�° \'ps '107 (TYP.) / \ Y• �3696F OT LL AY h \ TONE LE LINE 0 <� 1-„ / %� s• �� �� OPEN( % O PAI OOD o / \ 1 F6 / \ ,� �� i r ABOVE O9 �,� / Di 696E d13 � \\ , ; ice s ATH Ff-t 2 / u \� — STONE TILE TONE TILE 2 CAR GARAGE \ M �P 1 CLOSET Q / m /�' � \ *qt PAINTED CONCRETE \ � �• OVERED PORCH R; • " D �`� O3 >8 ---- ---- 3/4 R6 ® �, OILTOP OF CO' C SL T P OF FINISH DECK \ `r0 --- \ / \ ■ x s e STAR q,�, ELEV. 3'f.5' EL 34.5 ' 3`' 0 P \ \ \ �? O G HARDWO t�, P OQ �� ° , O 'f? jr % a 1956 � �4 ;'\° •`topQ-Oa \ \ e=s%• \\ \\ \ KITCHENRA7/e �. ' �f 2 1 ? ss \ \ ARDWOOD „R "' ` \ \15'-3s S.D. 8'-BY' HALL-WAY HD 10 TD RAI3EDR / , TOP F SU FLOOR rrPE 'x' G • p�, o \ 1 ('n LAYER b/8' PANEL TO '4 MATCH TYP. INT. ;sue MN ELEV. 32.0' HA �a FULL DOORS HALLWA`�Y® >2T H.D. she \ L UyG \ 0 t \ \ \ ® — — — — HIMM ro STONE TILE ® ?� N \ — LINE OF �4 a7tl G / Y 4' OPENING n'• Eo RY ABOVE % \5%' \ \ \ � I @ Q MICRO 'A 1000, X-418 - �f 15 — 6, a INS �N I \HARDWOOD 101/4 / / WAIT / 4L4. L_ D► \ Oq z \ .C4 ® D 1Z sy' w e s� �f3 r® 5y' 3y' ,449�e 1�. �.Ov1 ? tf 101 -1-13 s GINS Q- ?• 'y /44 2 ,-0�. '2 9 5 I HARDWOOD 4j 3 S `\ CUBBIES O0 R 6 9 ® S 9 a" b0103-6y e 6 ��9 \ a 3 TOP F FIN H DECK a STONE TILE Fg71 2759 \ \ t V 1 ` / I \ e 706 PANTRY 4`' 5"�i 7'-5�/8 ELEV. = 31.5' �/8 ?'may, vggl �2 OVE�Zx1D 59 02959 99�ti - - - - — — - - „ x'f �r �� — - - - - - - - S c 1 \ / �2 Nicholaeff /COVERS PO CH \ ;� — — — — —1 �� qg '° \ �� � � ,q2? / �• 3 Architecture + Design — —� - - I — — - - - - �'- g' — - - — — ^�-A — — 10'-1'- - - - - �, — — — 9 0- — - - �- - — - -�1� — yam — - - - - 812 Main Street TT Ostervllle, MA 02655 i 1'-3y' 1'-3y' 2'-11�/' 4'-2%B' 3'-8�g C STOMFIBER COLUMNS / �'� F 508 420 2298 2 e STRUCTU L POST INSID V- 40 11-2" 9'I " 1'-2' V-7y' 1-2' 10'-11g/8 \ 5%a' \ 12''4ye 14' 1�' 12'-4)a nicholaeff.com ' 27'-9ye 3y / 6'-1 4'-5yq' 8'-8%g 181.q%e \ b' o ° No.6622, '12 BO STON, pMA )fl OF VA m� I PROJECT NUMBER: SLD01 \ / / DRAWN BY: DN, DV \ / SCALE: AS NOTED \ \ DATE: MAY 30, 2008 Q MISC, REVISIONS 5/19/08 MISC, REVISIONS 5/29/08 y \ s � TITLE: 1 1.INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES IN INCHES.G.C.TO CONFIRM ACTUAL ' ROUGH OPENING SIZES REQUIRED WITH THE INTERIOR DOOR FABRICATOR.INTERIOR AND EXTERIOR DOOR& FIRST FLOOR PLAN WINDOW HEAD CASINGS TO ALLIGN UNLESS NOTED OTHERWISE 2,667 SQ.FT. 2.DIMENSIONS ARE TAKEN TO FACE OF ROUGH STUD FRAMING,CENTER-LINE OF DOOR OR WINDOW,OR CONTROL POINT LINE,UNLESS INDICATED OTHERWISE. (I 3.ALL EXTERIOR WALLS SHALL BE 2X6 FRAMING,UNLESS NOTED OTHERWISE 4.ALL INTERIOR PARTITIONS SHALL BE FULLY INSULATED W/31z"UNFACED FIBERGLASS SOUND INSULATION 5.ENTIRE SECOND AND THIRD FLOOR DECKS SHALL BE INSULATED WITH 9"UNFACED FIBERGLASS SOUND I INSULATION 6.FIRST FLOOR DECK(FRAMING AND ROOF FRAMING SHALL BE INSULATED W/R-30 FIBERGLASS INSULATION ■ ffi FIRST FLOOR PLAN SCALE: 1/4" = V-0" -� AREA CALCULATIONS 3 GENERAL NOTES 2 I _ _ I G SELLDORFF r R ES1 D E N C E 102 BLUFF POINT DRIVE COTUIT;'MA'02635 s ' ' 443'-9%4' 6'-5%4' 44'-2%e ff-10Y' 3'-9%B T-3a/8 3'-ZV4 3'-2%a Y-2%s 3'-Ay 7'-36/e Y-ft lo TYPICAL DECK 4X4 MAHOGANY PLANKS W/ (3) COATS PENOFIN OIL, W/. Q CONCEALED FA TENMR SYSTEM, ° OVER 2X P.T. SL EPERS 0 16" ; CO., OVER .060 ULLY-ADHERED " 2 1 SARNAFIL MEMBRANE OVER 3/4' T&G PLYWD. SHIMMED TO PITCH 4/4' PER FT. OVER 9-4/2' LYL GENERAL NOTES: 24' /8 JOISTSDECK SEADSOARD AT NDERSIDE ( R SEE 4'-3y8 The drawing and all of DETAILS) `' 0j the ideas, arrangements, designs and plans 2f/A 433 43433 indicated thereon or 3433 3433 43433 �0A 3433 represented thereby are 48 3489 owned by and remain 9 A 2168 3489 3489 9 CUSTOM METAL PROFILE DECK -„ the property of Doreve � 0 1158 3489 , 1108 3489 O, RAILINGS, 36 MIN. HT. SPACED p p y ?.6 SUCH THAT A 5' SPHERE CANNOT Nicholaeff, Architect inc. PASS. No part thereof shall be '-77% 4 73V utilized by any person, firm or corporation for ' any purpose: except with . .m specific written ° T permission of the firm Doreve Nicholaeff N3q x 2 >39 Architect , Inc . � : N. • n OPEN TO BELOW �'� Any errors or discrepancies on the drawings, shop drawings o 1y, y� BATHROOM N and details are to be 2 ® a brought to the attention SH -R R °� of the architect before �I� a 204 �FG �/i the work has ry SITTING w� � ^,\�' c o m m e n c e d . Dimensions are to be \? 248 / -., used and no drawings \ POCKET 't 203 �ry ® EST SU1TE,� 6� '� are to be scaled . DOOR ASTER BEDROOM 2 ' 0 a a 0 p BHA WAS < CD B i 7Y' ) \ u \\\ 6 2 o � ! iTE P. GLASS 3H R. DOOR BALCONY '*x POCKET \ Q 20'f `�° ` �� yc�, ,Q61/y �e /OF AREA DOOR 202 STAIR S.D. -40Ye W/RATED LDOORIED o / ���4L c\r I E / EN TO BEDROOM ALLWAY PTD. RAISED L� g , LADDER / �« / 0 L / M. ATH p� \ Q -- =y PANEL TO 6r / ? `/1 \/ \ \\ 2 5 \ MATCH TYP. INT. /? 3 . 2 O Sy'HALLWA y DROONV �� \ / '* \ T DOORS 3 ? TYPICAL DECK CONSTRUCTION: 4X4 MAHOGANY PLANKS W1 (3) 0s, ye. p�p \ °C �� Jq • COATS PENOFIN OIL, W/. I ,,� �� A 'O (4) LAYER 6/8' CONCEALED FASTENER SYSTEM, k TYPE 'x' GW6 • H �. ?• / OVER 2X P.T. SLEEP S ® 16" \ b 4, yz INTERIOR OF 3� ? I X\ ��o �' \ 6 6�1 OPEN T BELOW SHAFTWAY PULL WA / ^3� r CO., OVER .060 FU Y-ADHERED u' 58x146 �' \ 2 5 \ -3 HEIGHT - 22 yCL S \P AY AREA SARNAFIL MEMBRA E OYER 3/4 OVERAL / 2po 72_078 CLO ET \ b ,� a" L>H / -- '�\- ` \ �, // / TAG PLYWD. SHIMMED TO PITCH FRAME B ` __ \ - ° °'\~ \� 1/4 PER FT. OV�R 9-4/2 LYL "w _ 2 \ \ j DECK JOISTS 016' O.G. W/ CEDAR I a \ \ \ \ SEADBOARD UNDERSIDE (SEE 'r .r WOOD _ !' c PANEL 5 L-- \ \ \ �•2S � 6 � 20 8 / � � 3 f //e WOR�K� A y� DETAILS) y �o Y ?e 8 OATH OOM . J `� CUSTOM METAL PROFILE DECK TA L -� _ „I /4„ RAILINGS 36' MIN. HT. SPACED CAB. I \ \ / ,%' SUCH T AT A 5" SPHERE CANNOT- PASS. 6' � 3 31 - �« - - — 3351 - - - - - - J 40L — - - -* V - - - - s 0/ F 58x116 VERAL FRAME SIZE \ / � Nicholaeff W/ WO D PANEL \ \ ' 8'8' 42'-'ly' Architecture + Design 44'S' \ 42'-4y' / / 2'-5y' 5'-8y' S'-8y' 4'-6' 4'-102 6'- 4' 3' %8 42'-4Y8 T-5%8 T-5%8 42'-4Y8 3'- 2'-2' 40'-O%a 4'-5s/�' g�-1y4 g_2y 812 Main Street le, MA 2T-9Y8 \ 3 8' , T 508i142 5298 655 6'-4�' 4'-5y' 8'-86/8 48'-46/8 lol F 508 420 2240 ' nicholaeff.com �L rAt t /\ ® ,,p a 0 No 6622 CP MA 9�Ty 0E \ / All \ I I PROJECT NUMBER: SLD01 q A DRAWN BY: DN, DV � r w SCALE: AS NOTED r I\\ ' DATE: MAY 30, 2008 Q MISC, REVISI❑NS 5/19/08 F MISC, REVISI❑NS 5/29/08 75'-0' 1 s 1.INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES IN INCHES.G.C.TO CONFIRM ACTUAL TITLE: ROUGH OPENING SIZES REQUIRED WITH THE INTERIOR DOOR FABRICATOR.INTERIOR AND EXTERIOR DOOR& WINDOW HEAD CASINGS TO ALLIGN UNLESS NOTED OTHERWISE SECOND FLOOR PLAN 2,332 SQ.FT. 2.DIMENSIONS ARE TAKEN TO FACE OF ROUGH STUD FRAMING,CENTER-LINE OF DOOR OR WINDOW,OR CONTROL POINT LINE,UNLESS INDICATED OTHERWISE. 3.ALL EXTERIOR WALLS SHALL BE 2X6 FRAMING,UNLESS NOTED OTHERWISE 4.ALL INTERIOR PARTITIONS SHALL BE FULLY INSULATED W/8Y"UNFACED FIBERGLASS SOUND INSULATION 5.ENTIRE SECOND AND THIRD FLOOR DECKS SHALL BE INSULATED WITH 9"UNFACED FIBERGLASS SOUND INSULATION 6.FIRST FLOOR DECK FRAMING AND ROOF FRAMING SHALL BE INSULATED W/R-30 FIBERGLASS INSULATION i GENERAL NOTES 2 SECOND FLOOR PLAN SCALE: 1/4" _ 1' 1 —-----------—------ ------- - ------- -- --------------- 4111 Zp SELLDORFF ' FF,POINT,,�,�DRIVE,, TYPICAL DECK CONSTRUCTION: 102',BLUk 4X4 MAHOGANY PLANKS W/ (3) COATS PENOFIN OIL, W/. CONCEALED FASTENEP, SYSTEM, OVER ZX P.T. SLEEPERS 0 16' CO., OVEP-060 FULLY-ADHERED SAP,NAFIL MEMBRANE OVEF, 3/4' TSG PLYWD. SHIMMED TO PITCH 414m PEP, FT. OVER 9-4/2' LVL DECK JOISTS 046" O.C. W/ CEDAR SEADSCIAIRZID AT UNDERSIDE (SEE DETAILS) CUSTOM METAL PROFILE DECK RAILINGS, 36* MIN. HT. SPACED SUCH THAT A S' SPHF-PF- CANNOT PASS. Pei 8y4' 6-4�� V-1le V4 V-4�� 8 e 3!-OY4' GENERAL NOTES: The drawing and all of the ideas, arrangements, designs and plans indicated thereon or represented thereby are owned by and remain the property of Doreve Nicholaeff, Architect Inc. No part thereof shall be .Ids utilized by any person firm or corporation for any purpose: except with O specif ic written 4456 4456 IN, permission of the firm Doreve Nicholaeff 6 728 Q7282F 7282F Architect , Inc . T� 70 A In y e r r o r s o r discrepancies on the drawings, shop drawings and details are to be brought to the attention — — — — — — — — -- -- — — — — — — of the architect before the work has c o m m e In c e d 29 Dimensions are to be 2924F used and no drawings ENT TAINMENT ROO are to be scaled . AA 3W MIN. HT. tAIL NIS WITH SALUSTE PACED 0 SUCH THAT A 5' S�'HFERFE CANNOT PASS 40 VOO �_&* F3 C>72 �ALLWAY 70 401-41 CL_ HEIGHT F46 \ `` \\.\ \\\ — — — — — _rr y 81-r CLMG HG 4T 0* CL14 30V 3335F T 335 P0 HG 7'-W Tow 12 - -""4. kow C Cl�)011-4/* C�k ---%J.- a (53682F (5.268Z (k 82F 111-0 4--43/8- 3-2,V V-2y�� 41-4?e he lo V-1 lye 33'-1,Ve 7 ..\I 4**b CO P P ING MT G aa CUSTOM METAL PROFILE DECK PZAILINGS, *- MIN. HT. SPACED H L THAT A 51 rPHEPE CANNOT Nicholaeff I Architecture + Design 812 Main Street Osterville, MA 02655 T 508 420 5298 F 508 420 2240 nicholaeff com Now No.6622 BOSTON, MA OF PROJECT NUMBER: SLD01 DRAWN BY: DN, DV O SCALE: AS NOTED DATE: MAY 30, 2008 MISC, REVISIONS 5/19/08 MISC, REVISIONS 5/29/08 C, 1, INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES IN INCHES. TITLE: G.C.TO CONFIRM ACTUAL ROUGH OPENING SIZES REQUIRED WITH THE INTERIOR DOOR FABRICATOR. INTERIOR AND EXTERIOR DOOR&WINDOW HEAD CASINGS TO THIRD FLOOR PLAN ALLIGN UNLESS NOTED OTHERWISE 788 SQ.FT. 2. DIMENSIONS ARE TAKEN TO FACE OF ROUGH STUD FRAMING, CENTER-LINE OF DOOR OR WINDOW, OR CONTROL POINT LINE, UNLESS INDICATED OTHERWISE. 3. ALL EXTERIOR WALLS SHALL BE 2X6 FRAMING, UNLESS NOTED OTHERWISE 4. ALL INTERIOR PARTITIONS SHALL BE FULLY INSULATED W/3 Y2" UNFACED FIBERGLASS SOUND INSULATION 5. ENTIRE SECOND AND THIRD FLOOR DECKS SHALL BE INSULATED WITH 9"UNFACED FIBERGLASS SOUND INSULATION 6. FIRST FLOOR DECK FRAMING AND ROOF FRAMING SHALL BE INSULATED W/R-30 FIBERGLASS INSULATION 0 RESIDENCE GENERAL NOTES 121 THIRD FLOOR PLAN SCALE: 1/4" = 1'-0" SELLDORFF ............. !RESIDENCE � ........... U` i F F 02`1312 'POINT RI Et GENERAL NOTES: The drawing and all of the ideas, arrangements, designs and plans indicated thereon or represented thereby are owned by and remain the property of Doreve Nicholaeff, Architect inc. 4� No part thereof shall be utilized by any person, firm or corporation for any purpose: except with specific written permission of the firm Doreve Nicholaeff Architect , Inc . S V Any errors or discrepancies on the drawings, shop drawings and details are to be brought to the attention of the architect before the work has c o m m e n c e d Dimensions are to be used and no drawings are to be scaled . 51 el, Iry titi E 0 FUN RICK CHI? Y W/ HIMNSY OV F WOOD F 04 CONSTR N SAVE 42/42 42/42 kry 4(el Illy Cq r. C*4 N N �01 PL P ING T G) SK FLAT ROOF Nicholaeff Architecture + Design 812 Main Street VAULT ROO - - - - - - - - — Osterville, MA 02655 Rp T 508 420 5298 SAVE F 508 420 2240 nicholaeff com CD k Now 0 No.6622, BOSTON, M A OF PROJECT NUMBER: SLD01 DRAWN BY: DN, DV SCALE: AS NOTED DATE: MAY 30, 2008 MISC, REVISIONS 5/19/08 MISC, REVISIONS 5/29/08 TYPICAL ROOF CONSTRUCTION- GENERAL ROOF NOTES. TITLE: WESTERN RED CEDAR THICK BUTT ROOF SHINGLES 1 ALL RIDGE CONDITIONS SHALL HAVE CONTINUOUS ROOF PLAN PERFECTION GRADE, #1 BLUE LABEL OVER CEDAR RIDGES VENTS AND WOVEN SHINGLE CAPS. BREATHER OVER 30# ROOF FELT OVER 5/8" CDX 2. ALL VALLEYS SHALL BE CLOSED/WOVEN WITH PLYWOOD - CONTINUOUS RIDGE VENT W/WOVEN CONCEALED FLASHING. SHINGLE RIDGE CAPS TYP., WOVEN SHINGLE HIPS AND VALLEYS, TYP. 3. ALL HIPS SHALL HAVE WOVEN SHINGLE CAPS. 4. LOCATIONS FOR ALL ROOF PENETRATIONS (PLUMBING STACKS, FIREPLACE FLUES, VENTS...) SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO ROUGH-IN. ROOF PLAN SCALE: 1/4" = V-0" --------------- ---------- -------- (q"r SELLDORFF I R ES I D EN�CE 102 EIL007, POINT DRIVE, cbTbf A 6 5 , ��,02 3' lz N �g, "lv ....... GENERAL NOTES: The drawing and all of the ideas, arrangements, designs and plans indicated thereon or "z represented thereby are owned by and remain the property of Doreve Nicholaeff, Architect inc. No part thereof shall be utilized by any person, firm or corporation for ........ any purpose: except with specific written permission of the firm Doreve Nicholaeff Architect , Inc . A n y e r r o r s o r —1 v discrepancies on the drawings, shop drawings LJ and details are to be brought to the attention —1 of the architect before the work has V,4 c o m m e n c e d Ad Dimensions are to be used and no drawings are to be scaled . 4 44'-SY2' N, 9.59 MEDIA/FAMILY 42'-3' 5_04� PLAYROOM Foorol MECH CARPET SEALED CONCRETE 0 va = � �. FWSH STONE HF_AR[rH �o • TYPICAL 1EXTERIO WALL • %J, STAR CONSTRUCTION: FURRING: 2X4 0 46' Q.C. W/ STAINED HARDW OD P.T. BOTTOM PLATE`HELD TREADS, PAIN POPLAR 3 OFF CONCRETE WA RISERS, STA 0 HARDWOOD ANDRAR_ STAINED TAINED QUAR OR3AWN AK TREADS, PAINTED \ \ P PLAR RISERS, STAINED MA OGANY HANDRAIL 9 I F71 D2 Nicholaeff Cq HALLWAY j Cq C4 Architecture + Design if- 3 4# ?yw�;tg� 2L %11-441 1,4no 1v � 1� — 812 Main Street C) N C4 ;D F0707 Osterville, MA 02655 1 PINS p ' N WORKSHOP T 508 420 5298 -:0 STAINED CONCRETE IF 508 420 2240 COS 4 1-1 (010N N P­ \IV nicholaeff.com NOTE: PRO IDE Q D*YFR I $� ADDITIONAL5IBLOCKING C I IN SHAFTWA PE vDV) ,_ "MANLPAC 03 � PROVIDE BUCKET FOR403V4RSQLqRFM_NT 11-1 _­11 001 ii SUMP PUMP/CONDENSATION FRAMELES 009 AN ELEC R AL PUMP (LOCATIONS T50) GLASS 8 R % 9 DOOR Fo-40� - SEALED COI`CR V\,V. IPA LAUNDRY x V-3' 4-4Y� 2 44-3Y AF STONE TILE 4# (4) LAYS S/V TYPE A. QW15 INTERIOR 3 Ib 010 3H AY FULL • HEIGH; EXER ISE 4 HO RATED SOLIED) CARPE COP, WOOD DOOR (0-110 No.6622,7� INA 017�f 9 BOSTON, BATH -'TONE TILE MA OF% r7 3.�r ICI I0I � �i L _J L 4wu�14A0 A PROJECT NUMBER: SLD01 DRAWN BY: DN, DV SCALE: AS NOTED DATE: MAY 30, 2008 MISIC, REVISIONS 5/19/08 46' MISIC, REVISIONS 5/29/08 1. INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES IN INCHES. TITLE: G.C.TO CONFIRM ACTUAL ROUGH OPENING SIZES REQUIRED WITH THE INTERIOR DOOR FABRICATOR. INTERIOR AND EXTERIOR DOOR&WINDOW HEAD CASINGS TO BASEMENT PLAN ALLIGN UNLESS NOTED OTHERWISE 1 ,920 SQUARE FEET 2. DIMENSIONS ARE TAKEN TO FACE OF ROUGH STUD FRAMING, CENTER-LINE OF DOOR OR WINDOW, OR CONTROL POINT LINE, UNLESS INDICATED OTHERWISE. 3.ALL EXTERIOR WALLS SHALL BE 2X6 FRAMING, UNLESS NOTED OTHERWISE 4. ALL INTERIOR PARTITIONS SHALL BE FULLY INSULATED W/3 Y2" UNFACED FIBERGLASS SOUND INSULATION 5. ENTIRE SECOND AND THIRD FLOOR DECKS SHALL BE INSULATED WITH 91,UNFACED FIBERGLASS SOUND INSULATION 6. FIRST FLOOR DECK FRAMING AND ROOF FRAMING SHALL BE INSULATED W/R-30 FIBERGLASS INSULATION GENERAL NOTES 121 BASEMENT PLAN SCALE: 1/4" = V-10" ` w NS BRICK CHIMNEY, 'COLLEGE BLEND" SE R F F WATERSTRUCK (TO BE CONFIRMED BY ARCH.). RESIDENCE CONTRACTOR NOTE: EXTEND THE CHIMNEY TO THE CLEARANCES REQUIRED BY CODE. EXACT HEIGHT I AND FINAL DETAILS TO BE DETERMINED IN THE 1 O2 BLUFF PO i NT D R I UE G _ gK TOP OF PL ooD RIDGE — FIELD BY ARCHITECT COTUIT, MA O2GJ ELEV= 66.67, — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 } } } �¢ a{i ;r 7: l P �R tls i S - - - - - - - WOVEN SHINGLE RIDGE TOP OF PLATE THIRD FLOOR - - - - - - AND HIP CAPS, TYP. ELEV= 60.46' TYPICAL ROOF CONSTRUCTION: WESTERN RED CEDAR ROOF SHINGLES PERFECTION GRADE, #4 BLUE LABEL ` 33 F 33 OVER CEDAR SAVER OVER 30# ROOF GENERAL NOTES p2 0Y 02 FELT OVER 5/8' CDX PLYWOOD " A BB CC j The drawing and all of „ the ideas, arrangements, '� - designs and plans & indicated thereon or TOP OF THIRD SUBFLOOR represented thereby are OIL ELEV= 52.96 the property of Doreve — — — — — Nicholaeff, Architect inc. CUSTOM PROFILE CEDAR SAVE No part thereof shall be TRIM TYPICAL (PAINTED WHITE) utilized by any person, 's _F firm or corporation for any purpose: except with rLE1 3 5 211A specific written 2960 2960 2'14 209 CUSTOM METAL PROFILE DECK i " permission of the firm O RAILINGS 36 MIN. HT O . SPACED SUCH 275 0 205 THAT A 5" SPHERE CANNOT PASS. D o r e v e N i c h o l a e f f 3354 3354 20z Architect , Inc . ' f ' 2874 111 28071 28074 335 to Any errors or ' i _ discrepancies on the 0 t0 drawings, shop drawings m TOP OF SECOND SUBFLOOR and details are to be OILELEV= 42.92' — — — — — — — — — — brought to the attention of the architect before ;> — — the work hasa commenced . " Dimensions are to be WHITE CEDAR SIDEWALL SHINGLES, R+R, used and no drawings STAINED COLOR TBD 5' EXPOSUREIL are to be scaled FINAL COURSING. TO BE APPROVED BY ARCHITECT. ALL CORNERS TO BE WOVEN. 90 403 6 6 2959 295� 35 69 7 275 PREMIUM WOOD SECTIONAL DOOR , F696F BY ISLAND DOOR INC. OR I' 1 — — — — — — — — — — APPROVED EQUAL. SUBMIT FULL u SHOP DRAWINGS FOR APPROVAL Lj A5 PRIOR TO FABRICATION. N.. I r OL TOP OF FIRST SUBFLOOR— — — — — — — — — — — — — — — — — �2 11- — — ELEV= 32.0' i VERTGE GR�E — . ... ._ ELEV= xx-x GARAGE WALL CONSTRUCTION: WHITE CEDAR SHINGLES O'r R r£ R, 5'+- EXPOSURE OVER { t' 15' FELT. 4/2' CDX PLYWOOD I SHEATHING, 2X6 NO.2 OR BETTER SPF STUDS ® 46' O.C., R-24 K.F. FIBERGLASS INSULATION, 5/8' TYPE "X" GWB W/ VENEER PLASTER, 2 COAT SYSTEM i OL TOP OF CONCRETE SLAB SOUTHWEST ELEVATION SCALE: 1/4" = 1'-0" BRICK CHIMNEY, "COLLEGE BLEND" WATERSTRUCK (TO BE CONFIRMED BY ARCH.). CONTRACTOR NOTE: EXTEND THE CHIMNEY TO THE `O CLEARANCES REQUIRED BY CODE. EXACT HEIGHT AND FINAL DETAILS TO BE DETERMINED IN THE N I c h O I aeff 0L TOP OF PLYWOOD RIDGE— — — — — — — — — — — — — FIELD BY ARCHITECT ELEV= 66.6T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Architecture + Design TYPICAL DECK CONSTRUCTION: 4X4 MAHOGANY PLANKS W/ (3) COATS PENOFIN OIL, I WA CONCEALED FASTENER SYSTEM, OVER 2X P.T. 812 Main Street Osterville, MA 02655 SLEEPERS ® 46" CO., OVER .060 FULLY-ADHERED T 508 420 5298 SARNAFIL MEMBRANE OVER 3/4' T&G PLYWD. F 508 420 2240 SHIMMED TO PITCH 4/4" PER FT. OVER 9-4/2" LVL nicholaeff.com DECK JOISTS 016" O.G. (SEE DETAILS) WOVEN SHINGLE RIDGE OL TOP OF PLATE THIRD FLOOR _ _ _ AND HIP CAPS, TYP. TYPICAL ROOF CONSTRUCTION: A_ e WESTERN RED CEDAR ROOF SHINGLES '\ - PERFECTION GRADE, #4 BLUE LABEL OVER CEDAR SAVER OVER 30# ROOF j 3 5 3682 682 FELT OVER 5/8' CDX PLYWOOD ® o O No.6622 41 i 33 F �9�TH or X. OIL N'ia`�.. TOP OF THIRD SUBFLOOR_ ELEV= 52.96' CUSTOM PROFILE CEDAR SAVE TRIM TYPICAL (PAINTED WHITE) icv 3 3 II 0 214 O CUSTOM METAL PROFILE DECK RAILINGS, 36' MIN. HT. SPACED SUCH X 0 3354 54 203 104 ZD' H THAT A 5' SPHERE CANNOT PASS. 2 ailb 87 2874 3354 2A i i TYPICAL DECK CONSTRUCTION: PROJECT NUMBER: SLD01 1X4 MAHOGANY PLANKS W/ (3) COATS PENOFIN OIL, 011 13696 1 1 1 W/. CONCEALED FASTENER SYSTEM, OVER 2X P.T. SLEEPERS ® 46' CO., OVER .060 FULLY-ADHERED TOP OF SECOND SUBROOR — — — — — — — _ — — — — — SARNA_F1L MEMBRANE OVER 3/4' TEG PLYWD_. DRAWN BY: DN, DV ELEV= 42.92' SHIMMED TO PITCH 4/4" PER FT. OVER 9-4/2" LVL DECK JOISTS 046" O.C. W/ CEDAR BEADBOA_RD AT UNDERSIDE SEE DETAILS SCALE: AS NOTED WHITE CEDAR SIDEWALL SHINGLES, R+R, DATE: MAY 30, 2008 STAINED COLOR TBD - 5" EXPOSURE i 3 FINAL COURSING. TO BE APPROVED BY OH, ARCHITECT. ALL CORNERS TO BE WOVEN. MISC, REVISIONS 5/19/08 559 55 2759 9'-O" ' 9'-0' PREMIUM WOOD SECTIONAL DOOR BY ISLAND DOOR INC. OR MISC, REVISI❑NS 5/29/08 ®g — APPROVED EQUAL. SUBMIT FULL SHOP DRAWINGS FOR APPROVAL 3696 1�2 ® PRIOR TO FABRICATION. TOP OF FIRST SUBFLOOR — — — CUSTOM 9' D CUSTOM 9' D — — — — — — — — — — ELEV= 32.0' — ER=RKGE G DR DE ELEV xx'-x" — — — — 0 TITLE: BUILDING ELEVATION i II TOP OF CONCRETE SLAB— — — — — — — — — — — — — — — — — — — — — — — — — ELEV= 21.0' r SOUTHEAST ELEVATION SCALE: 1/4" = 1' 121 i --- SELLDORFF BRICK CHIMNEY, "COLLEGE BLEND" WATERSTRUCK (TO BE CONFIRMED BY ARCH.). 000NTRACTOR NOTE- EXTEND THE CHIMNEY TO THEU) CLEARANCES REQUIRED BY CODE. EXACT HEIGHTAND FINAL DETAILS TO BE DETERMINED IN THEFIELD BY ARCHITECTTOP OF PLYWOOD RIDGE — — — —— — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WOVEN SHINGLE RIDGE AND HIP CAPS, TYP.- - - - - - - - - - -OIL TOP OF PLATE THIRD FLOOR- ELEV= 60.46' TYPICAL ROOF CONSTRUCTION: WESTERN RED CEDAR ROOF SHINGLES GENERAL NOTES: PERFECTION GRADE, #4 BLUE LABELOVER CEDAR SAVER OVER 30# ROOF lFELT OVER 5/8" COX PLYWOOD3N 3M@30) the ideas, arrangements, r .44564456 designs and plansindicated thereon or kkrepresented thereby are owned by and remain ,Q lie TOP OF THIRD SUBFLOOR the property of Doreve Nicholaeff, Architect inc. ELEV= 52.96' No part thereof shall beutilized by any person, firm or corporation for CUSTOM PROFILE CEDAR EAVETRIM TYPICAL (PAINTED WHITE) any purpose: except with specific written permission of the firm CUSTOM METAL- PROFILE DECK Doreve Nicholaeff RAILINGS, 36" MIN. HT. SPACED SUCH A r c h i t e c t I n c0THAT A 5' SPHERE CANNOT PASS. BQ Q ® O Q O ® ® ® ® A ® r 26' AIny e rrors o3696 3696 3696F 12 11 discrepancies on the2: YPICAL DECK CONSTRUCTION:MAHOGANY P Ab (2�1 ii L 11 LIH P.T.' and details areto be(5 & WA CONCEALED FASTENER SYSTEM, OVER 2X brought to the attention 5396 5396 5396 SLEEPERS 0 1611 CO., OVER .060 FULLY-ADHERED0 5396 SARNAFIL MEMBRANE OVER 3/41 TSG PLYWD. of the architect before TOP OF SECOND SUBFLOOR the work h a s SHIMMED TO PITCH 4/41 PER FT. OVER 9-4/21 LVLELW= 42.92' c o m m e In c e d DECK JOISTS 046- O.C. W/ CEDAR BEADBOARD ATUNDERSIDE (SIS-5 OF- Dimensions are to beused and no drawings are to be scaled . PAINTED CEDAR BEAD-BOARD SOFFITUNDERSIDE OF DECKS AND PORCH TYP.WHITE CEDAR SIDEWALL SHINGLES, R+R, 0 STAINED COLOR TBO - 5" EXPOSURE QFINAL3696 ARCHITECT. 7296 3696 3696 3696 7296—LO BE WOVEN. COURSING. TO BE APPROVED BY F 7296 315,96 7296D (9r- FTOP OF FIRST SILIBROORELEV= 32.0' 7�VEIVGE-GWD—E -— - —-— -—-—-. . . .........ELEV= xx'-x* b TOP OF CONCRETE sLABELEV= 21.0- SCALE: 1/4" V-0"NORTHEAST ELEVATIONBRICK CHIMNEY, *COLLEGE BLEND" WATERSTRUCK (TO BE CONFIRMED BY ARCH.). CONTRACTOR NOTE: EXTEND THE CHIMNEY TO THE U) CLEARANCES REQUIRED BY CODE. EXACT HEIGHT Nicholaeff AND FINAL OF-TAILS TO BE DETERMINED IN THE Architecture + Design FIELD BY ARCHITECTAN TOP OF PLYWOOD RIDGE — — — — — — — - - - - - - - — - - - - 812 Main Street Osterville, MA 02655 T 508 420 5298 F 508 420 2240 nicholaeff com WOVEN SHINGLE RIDGE TOP OF PLATE THIRD FLOOR - - - - - - AND HIP CAPS, TYP.ELEV= 60.46' 0C'� nNo-6M ATYPICAL ROOF CONSTRUCTIONWESTERN RED CEDAR ROOF SHINGLES PERFECTION GRADE, #1 BLUE LABELTOP OF THIRD SUBIFLOOR -0VMiZ-C-EDAR- SA-VE-"VER 30# ROOFELEV= 52.96' FELT OVER 5/81 COX PLYWOOD 00CUSTOM PROFILE CEDAR EAVE TRIM TYPICAL (PAINTED WHITE) 31 in0 12950 11112960 )< WHITE CEDAR SIDEWALL SHINGLES, R+R, 36961: — STAINED COLOR TBO - 5' EXPOSURE PROJECT NUMBER: SLD01 V6L2W IFINAL COURSING. TO BE APPROVED BY bif ARCHITECT. ALL CORNERS TO BE WOVEN. DRAWN BY: DN, DV CUSTOM METAL PROFILE DECK TOP OF SECOND SUBFLOOR -RA1l,-tG,". 6LMb-ET--5PACEO SUCH ELEV= 42.92' THAT A 5' SPHERE CANNOT PASS. SCALE: AS NOTED DOWNSPOUTS: 34 DIA. ROUND L.C. COPPER DOWNSPOUTS TYP. DETERMINED BY ARCH.) ISC, REVISIO S 5/19/08 0C16 06 PAINTED CEDAR BEAD-BOARD SOFFITMISC. REVISIONS 5/29/08 61" 3672 169E �17 3696F 36 3672 UNDERSIDE OF DECKS AND PORCH TYP. TOP OF nRST SUBFLOORELEV= 32.0' ��VEWGE G E .... .. -—-—-—-—-— -—- — -- - —-—-—-—-— -— -— ELEV= xx'-X" TITLE: b BUILDING ELEVATION TOP OF CONCRETE SLABELEV= 211.0' RESIDENCE L NORTHWEST ELEVATION SCALE: 1/4" = V-0" i t SELLDORFF ,, h TOP OF PLYWOOD RIDGE- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ELEV= 66.67' — R ES I D E N C E TOP OF PL (OOD RIDGE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ELEV= sssT - - - - - - - - - - — - - - - - - - - - - - - s 1.ry02 �LUFF-POINT DRIVE; i TYPICAL ATTIC INSULATION: GENERAL NOTE: rIN SPRAY-IN-PLACE FOAM INSULATION ALL INTERIOR PARTITIONS SHALL BE FULLY INSULATED COTUIT, MA 02635 co � (MIN VALUE : R-38) BY 1CYNENE OR WITH 3 1/2' UNPAGED FIBERGLASS SOUND INSULATION. APPROVED EQUAL THE ENTIRE SECOND FLOOR SHALL BE INSULATEDz WITH 9" UNFACED FIBERGLASS SOUND INSULATION TYP. ``` � - _ - WOVEN SHINGLE RIDGE _ - _ - TOP OF PLATE THIRD FLOOR _ _ _ _ ,,•. ELEV= 60.46' - - - - - - - - - CAPS,-T'rP TOP OF PLATE THIRD_FLOOR _ _ - - - - - - - - - - - - - - ELEV=EL 60.46' �iN TYPICAL ATTIC INSULATION: J SPRAY-IN-PLACE FOAM INSULATION - - - - - - - - - - - - - - - - . _ TOP OF RIDGE FRONT-DOR1��- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (MIAPPI��YE6.E�UAZ BY 1GYNENE OR OR ER O N - - - - - - - - - - - - - - - - - ELEV= _ TOP OF RIDGE FRONT D I��- - - � - - - - - - - - - - - - - -b - - - - - - - - - - - - - - - - - - - - - - - -- TYPICAL ROOF CONSTRUCTION: ELEV= ' 0- WESTERN RED CEDAR ROOF SHINGLES PERFECTION GRADE, #4 ID j BLUE OVER b/BEGDXVPLRYWOOD CEDAR BREATHER OVER 30# ROOF FELT GENERAL NOTES: OiAK TOP OF THIRD SUBFLOOR_ - .: ELEV= 52.96' - The drawing and all of TOP OF THIRD SUBFLOOR_ the ideas, arrangements, OIL E = 52.96' N LEI/ 14 TJ1 ® 16 O.C. designs and plans CUSTOM PROFILE CEDAR SAVE TYPICAL DECK CONSTRUCTION: indicated thereon or TRIM TYPICAL (PAINTED WHITE) 1X4 MAHOGANY PLANKS W/ (3) COATS PENOFIN OIL, represented thereby are WA CONCEALED FASTENER SYSTEM, OVER 2X P.T. owned by and remain THIRD FLOOR SYSTEM: 'IN O SLEEPERS 9 46' CO., OVER .060 FULLY-ADHERED the property of Doreve Q SARNAFIL MEMBRANE OVER 3/4' T&G PLYWD. SHIMMED Nicholaeff, Architect Inc. 14" ENGINEERED FLOOR JOISTS 9 46' O.C., 1- TO PITCH 1/4' PER FT. OVER 9-1/2' LVL DECK JOISTS No part thereof shall be T&G PLYWOOD DECK, GLUED AND O ®16" O.G. W/ CEDAR BEADBOARD AT UNDERSIDE 0 NAILED, 9" UNFACED BATT INSULATION, 1x3 utilized by any person, STRAPPING 9 16' O.C., YZ" BLUEBOARD W/ 0' (WHERE OPEN UNDERNEATH - SEE DETAILS) 0 CO, CUSTOM METAL PROFILE DECK firm or corporation for )C t- VENEER PLASTER. (2 COAT SYSTEM) co Q 0 '1 E- RAILINGS,"36" MIN. HT. SPACED SUCH any purpose: except with ! 0 f 0 0 THAT A 5 SPHERE CANNOT PASS. specific written 0 c0A Dor elveoNichon of eaeff Oi t0 TOP OF SECOND SUBFLOOR - - 0 ELEV= 42.92' Architect , Inc . _ _ 4 - - - - - TOP OF SECOND SUBFLOOR - - - - - - - - - - 16' TJ1 • 16' O.C. Any errors o r ELEV= 42.92 �0 U 46' TJ1 9 46' O.G. SECOND FLOOR SYSTEM: discrepancies o n the t ! - - - - - - 16" ENGINEERED FLOOR JOISTS drawings, shop drawings and details are to be r SECOND FLOOR SYSTEM: 9 46' O.C., 3/4' T& G PLYWOOD DECK, brought to the attention 16" ENGINEERED FLOOR JOISTS GLUED AND NAILED, 9' UNFACED BATT 9 16 O.G. 3/4 T& G PLYWOOD DECK INSULATION, 1X3 STRAPPING 9 46" O.G. of the architect before GLUED AND NAILED, 9" UNFACED BATT 4/2' BLUEBOARD W/ VENEER PLASTER. 2 COAT SYSTEM) t h e w o r k h a s ° 4/2' BLUEBOARD W/ VENEER PLASTER. c o m m e n c e d INSULATION, 1X3 STRAPPING 9 16" O.C. ( fi (2 COAT SYSTEM) Dimensions are to be i O used and no drawings t- are to be scaledOL . TOP OF FIRST SUBFLOOR - - - - - - - - - ELEV= 32.0' r AK TOP OF FIRST SUBFLOOR -: VERWGE GR DBE — ! WNW ELEV= 32.0' O 1 ELEV= xx'-x" ��VER�GE GR DE MIaD ^: • 4 k ELEY= xx-x FIRST FLOOR SYSTEM: 11-7/8' ENGINEERED FLOOR JOISTS 9 46" O.C., 3/4" T& G PLYWOOD DECK, GLUED AND NAILED, 3/4' PLYWOOD c�lv UNDERLAY, 9" R-30 K.F. INSULATION. <0 CONCRETE FOUNDATION `r cMt SEE FOUNDATION PLAN 9 DETAILS FOR DIMENSIONS "0% 9 REINFORCEMENT OIL TOP OF CONCRETE SLAB- - - - - ELEV= 20.27' OIL TOP OF CONCRETE SLAB- - - - ELEV= 20.27' 1 SCALE: 1/4" = 1'-0° o ®t®V BUILDING SECTION THROUGH MAIN ENTRY SCALE: 1/4" = 11 1 BUILDING SECTIONOIL r3 TOP OF PLYWOOD RIDGE ELEV= 66.67' Nicholaeff Architecture + Design 812 Main Street Osterville, MA 02655 T 508 420 5298 OL TOP OF PLATE THIRD_FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F 508 420 2240 ELEV= 60.46' nicholaeff.com - - h TOP OF RIDGE (FRONT DORf�IER)- - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �L���I TOP OF RIDGE (FRONT DOR�IER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 /y. — Y ELEV= O } ; � No.6622 BOSTON, TOP OF THIRD SUBFLOOR MA m TOP OF THIRD SUBFLOOR_ - - - - - - - - - ELEV= 52.96' - - - - �91 T�% ELEV= 52.96' W TYPICAL DECK CONSTRUCTION: 4X4 MAHOGANY PLANKS W/ (3) COATS PENOFIN OIL, IN OIL,X P.T. IW- J W/. CONCEALED FASTENER SYSTEM, OVER 2X P.T. 0) SLEEPERS 9 46" CO., OVER .060 FULLY-ADHERED 'N SHIMMED 0 0 0 0 SARNAFIL MEMBRANE OVER 3/4" T&G PLYWD. SHIMMED 0 0 D- TO PITCH 4/4' PER FT. OVER 9-4/2" LVL DECK JOISTS 0, JOISTS 0 1- 0 916" O.G. W/ CEDAR BEADBOARD AT UNDERSIDE 0 DE Q t- -'N 0 F0 (WHERE OPEN UNDERNEATH - SEE DETAILS) ao m CUSTOM METAL PROFILE DECK Q Nc0 F RAILINGS, 36' MIN. HT. SPACED SUCH Q 0 j ao THAT A 5' SPHERE CANNOT PASS. rIN 0 ON ch tt TOP OF SECOND SUBFLOOR - - - - PROJECT NUMBER: SLD01 TOP OF SECOND SUBFLOOR - - - - - - - - - ELEV= 42.92' ELEV= 42.92 16' TJ1 9 16' O.C. - 16' TJ1 9 16' O.G. _ _ - - - DRAWN BY: DN, DV I SECOND FLOOR SYSTEM: 46" ENGINEERED FLOOR JOISTS PAINTED CEDAR BEAD-BOARD SOFFIT ® SCALE: AS NOTED 9 46' O.C., 3/4" T& G PLYWOOD DECK, UNDERSIDE OF DECKS AND PORCH TYP. GLUED AND NAILED, 9' UNFACED BATT Q INSULATION, 4X3 STRAPPING 9 46' O.C. Nr 0 c 4/2' BLUEBOARD W/ VENEER PLASTER. DATE: MAY 30, 2008 (2 COAT SYSTEM) MISC. REVISI❑NS 5/19/08 MISC, REVISI❑NS 5/29/08 AK TOP OF FIRST SUBFLOOROIL - - - - - - - - - TOP OF FIRST SUBFLOOR ELEV= 32.0' - VERITGE GRADE— - WGE GR DUE - . .— —EVE t a ELEV= xx'-x" A,— ELEV= xx' x" •i N ! OD c0i CONCRETE FOUNDATION SEE FOUNDATION PLAN CONCRETE FOUNDATION 8 DETAILS FOR DIMENSIONS TITLE: SEE FOUNDATION PLAN & REINFORCEMENT BUILDING SECTIONS & DETAILS FOR DIMENSIONS 6 REINFORCEMENT ' I CRETE SLAB - _ TOP OF CONCRETE SLAB- - - - - TOP OF CON _ ELEV= 20.27 ELEV= 2017' Y i i • 1 BUILDING SECTION SCALE: 1/4„ 1 _ -0 BUILDING SECTION SCALE: 1/4" = V-0" 141 - 3 -. -. 4 i C 4 X X S E L LD O RF F _ TOP OF PLYWOOD ELEV= 66.67,OOD RIDGE R E"S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A u 1 102 BLUFF POINT ORIVE OOTUIT, IVIA 02885 TOP OF PLATE THIRD FLOOR ELEV= 60.46' `t t TOP OF RIDGE FRONT DOWUR - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r ELEV= ' GENERAL NOTES: TOP OF THIRD SUBFLOOR_ The drawing and all of ELEV= 52.96' - the ideas, arrangements, designs and plans 3� indicated thereon or represented thereby area. 4 owned by and remain the property of Doreve Nicholaeff, Architect inc. 0 No part thereof shall be utilized by any person, firm or corporation for any purpose: except with specific written ,, Q permission of the firm Doreve Nicholaeff i0 Architect , Inc . TOP OF SECOND SUBFLOOR ELEV= 42.92' - - - - - - - A n y e r r o r s o r discrepancies on the r - - - - - - - - drawings, shop drawings and details are to be brought to the attention . of the architect before t h e w o r k h a s c o m m e n c e dr i 0 Dimensions are to be used and no drawings s. are to be scaled . t ' OIL r-, TOP OF FIRST SUBFLOOR ELEV= 32.0' 7�EIMGE G DR- — - ; . ELEV= xx'-x" FIRST FLOOR SYSTEM: cat 44-7/8" ENGINEERED FLOOR JOISTS K °o ® 16" O.C., 3/4" T& G PLYWOOD DECK, r GLUED AND NAILED, 3/4' PLYWOOD UNDERLAY, 9' R-30 K.F. INSULATION. r { CONCRETE FOUNDATION SEE FOUNDATION PLAN 8 DETAILS FOR DIMENSIONS OIL TOP OF CONCRETE SLAB- REINFORCEMENT ELEV= 20.27' SCALE: 1/4" = 1'-0" BUILDING SECTION �13 Nicholaeff Architecture + Design 812 Main Street Osterville, MA 02655 T 508 420 5298 OP OF PLATE THIRD_FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F 508 420 2240 ELEV= 60.46' nicholaeff.com I TOP OF RIDGE (FRONT DORM- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - CL - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - �. h ' _ � 99�r No.6622, n' 3 BOSTON, TOP OF THIRD SUBFLOOR MA ELEV= 52.96' - - - - - - - - - - - - ✓F��T11 OF Pdt101 F���~ .IN ;p THIRD FLOOR SYSTEM: V_ 44" ENGINEERED FLOOR JOISTS ® 46' O.C., .N 3/a T&G PLYWOOD DECK, GLUED AND 0 O NAILED, 9" UNFACED BATT INSULATION, 4x3 0 STRAPPING 0 16" O.C., Y2 BLUEBOARD W/ Q 0 VENEER PLASTER. (2 COAT SYSTEM) f � � CO, CUSTOM METAL PROFILE DECK 0 RAILINGS, 36' MIN. HT. SPACED SUCH 0j THAT A 5" SPHERE CANNOT PASS. dN TOP OF SECOND SUBFLOOR _ _ ELEV= 42.92' - - - - PROJECT NUMBER: SLD01 ® DRAWN BY: DN, DV TYPICAL CEILING: 4/2' BLUEBOARD (5/8" TYPE "X' AT GARAGE) ON 4X3 STRAPPING ® 46' O.C. W/ VENEER SCALE: AS NOTED PLASTER, 2 COAT SYSYEM. 0 TYPICAL WALL CONSTRUCTION: DATE: MAY 30, 2008 STAINED WHITE CEDAR SHINGLES R 9 R, 5"+- EXPOSURE OVER 45' FELT. 1/2' COX PLYWOOD SHEATHING, 2X6 NO.2 OR BETTER SPF STUDS 0 16" O.C., R-24 M I S C, REVISIONS 5/19/0 8 K.F. FIBERGLASS INSULATION, 1/2' BLUEBOARD (5/8' TYPE °X" AT GARAGE) M I S C, REVISIONS 5/2 9/0 8 TOP OF FIRST SUBFLOOR W/ VENEER PLASTER, 2 COAT SYSTEM ELEV= 32.0' - - - - - - - - - - - - - �AVER GE GRADE — . �' a .a r. i .—. . — ELEV= xx'-x" to Nr CONCRETE FOUNDATION SEE FOUNDATION PLAN & DETAILS FOR DIMENSIONS TITLE: & REINFORCEMENT BUILDING SECTIONS OL TOP OF CONCRETE SLAB- - - - - - ELEV= 20.27' A3 2 BUILDING SECTION SCALE: 1/4" = V-0" 2 I t I 441 SELLDORFF RESIDNOE 102 BLUFF PUNT,,:,DRIVE i OOTIJIT, IVIA'02635 '' t / k M k¢ 1 §i Y"r7 R J R v 1212 BAFFLE CONTIN. INSULATION VENT INSULATION VENT BAFFLE CONTIN. 12 (AT CATH. CGS) 5/8" CDX PLYWD. 12 (AT CATH. CLGS) � t 5/8" CDX PLYWD. L SHEATHING SHEATHING 2X6 INSUL. STOW BETWEEN RAFTERS WESTERN RED CEDAR ROOF WESTERN RED CEDAR ROOF GENERAL NOTES: SHINGLES — PERFECTION GRADE The drawing and all of ; SHINGLES — PERFECTION GRADE SIMPSON H2.5 2X6 INSUL. STOP the ideas, arrangements, I #1 BLUE LABEL HURRICANE TIES TYP. #1 BLUE LABEL BETWEEN RAFTERS designs and plans indicated thereon or Al..,I RAFTERS represented SAVER represented thereby are r CEDAR SAVER owned by and remain CONTINUOUS CONTINUOUS SIMPSON H2.5 the property Doreve Nicholaeff, Archh Doreve inc. 2X'CO RAFTERS HURRICANE TIES TYP. No part thereof shall be f ALL RAFTERS utilized by any person, ICE AND WATER SHIELD " r �611 O.C. any purpose: except with ICE AND WATER SHIELD firm or corporation for specific writtenw`; permission of the firm 2XIC RAFTERS Doreve Nicholaeff , Architect , Inc . I , @ '[6" O.C. 16 OZ. L.C. COPPER 16 OZ. L.C. COPPER Any errors or DRIPEDGE CONTIN. discrepancies on they DRIPEDGE CONTIN. drawings, shop drawings „ , SEALANT BEAD and details are to be SEALANT BEAD brought to the attention 20 OZ. L.C. COPPER = 20 OZ. L.C. COPPER rIN t h e w o r k h a s of the architect before GUTTER WITH INTERNAL SIN GUTTER W17H INTERNAL c o m m e n c e d . TAPERED P17CH TAPERED PITCH Dimensions are to be used and no drawings CYPRESS GUTTER are to be scaled . CYPRESS GUTTER = PROFILE TO SIN PROFILE TO MATCH SAVE TYPE IIBII MATCH SAVE TYPE. B ° t` '�I N /� •�I N /( 31I t r. II► ► g31► 311 RUN GUTTER UP WALL •4211 5.4 u' _11 RUN GUTTER UP WALL 2 4 4 AS SHOWN. OVERLAP AS SHOWN. OVERLAP •1 'C►1 �(,► �1► �° �II _11 _ ROOF ICE AND WATER ROOF ICE AND WATER3Ie 2 2 52 g SHIELD. INSTALL 2 2 / 101 SHIELD. INSTALL TRIM OVER. TRIM OVER. TYPICAL WALL_ CONSTRUC71ON: TYPICAL WALL CONSTRUCTION: PRE—D1FFED WHITE CEDAR SHINGLES R '#��—DIPPED WHITE CEDAR SHINGLES R, 5"+— EXPOSURE OVER 1511 FELT. 1/2" 11 11 11 R, 5 +— EXPOSURE OVER 15 FELT. 1/2 CDX FLYWOOD SHEATHING, 2X6 NO.2 OR CDX PLYWOOD SHEATHING, 2X6 NO.2 OR FF STUDS @ 1611 O.C. R-21 K.F. � BETTER SFF STUDS @ 16" O.C., R-2'1 K.F. BETTER S FIBERGLASS INSUL L INSULATION, 1/2" BUEBOARD FIBERGLASS 1NSUL.ATION, 1/211 BLUEBOARD W/ VENEER FLASTER W/ VENEER PLASTER P� P "All — II SCALE: 3° = V-0° II II — n SCALE: 3" = V-0" EAVE TRIM TYPE A 14 EAVE TRIM TYPE B 12 2 Nicholaeff Architecture + Design 812 Main Street Osterville, MA 02655 T 508 420 5298 F 508 420 2240 nicholaeff.com 5/51, CDX PLYWD. SHEATHING WESTERN RED CEDAR ROOF SHINGLES — PERFECTION GRADE 2h #'C BLUE LABEL INSULATION VENT a ° No. TON, � DO STO N, p NIAr BAFFLE CONTIN CEDAR SAVER (AT CATH. CLGS) j CONTINUOUS 2X6 INSUL. STOP BETWEEN RAFTERS 12 12 SIMPSON H2.5 HURRICANE TIES TYP. ICE AND WATER SHIELD ALL RAFTERS i PROJECT NUMBER: SLD01 2XIO RAFTERS �611 O.C. DRAWN BY: DN, DV 16 OZ. L.C. COPPER DRIFEDGE CONTIN. / SCALE: AS NOTED DATE: MAY 30, 2008 MISC, REVISIONS 5/19/08 MISC. REVISIONS 5/29/08 �I I, 1 " 2 01 311 II 5 III �11 III 811 2 2 5 TYPICAL WALL CONSTRUCTION: TITLE: FRE—DIFFED WH17E CEDAR SHINGLES R a BUILDING SECTIONS R 511+— EXPOSURE OVER 15" FELT. - I/211 CDX PLYWOOD SHEATHING, 2X6 NO.2 OR BETTER SPF STUDS @ 16" O.C., R-21 G.F. FIBERGLASS INSULATION, 1/2" BLUEBOARI W/ VENEER FLASTER ■ EAVE TRIM TYPE 101 _ 811 SCALE: 3" = V-0" 3 I SLLDORFF R ES] D7 E N , 02 BL�",',.UF'F :POINT DRIVE,�'�'�,�� CbTUITI,IVIA � i"026,':5 ,�, *YF, GENERAL NOTES- 'tt,1{ The drawing and all of 481-4' 481-41 441-51 the ideas, arrangements, designs and plans 'k indicated thereon or represented thereby are FLEV,= 22,94' DECK PIER FOOTINGS:42' X 36' SQUARE W/ (3) #5 owned by and remain TOP OF FOOTING BARS EACH WAY the property of Doreve ELEV.= 29.80 Nicholaeff, Architect inc. No part thereof shall be utilized by any person, L —1 firm or corporation for 70 any purpose: except with specific written permission of the firm 0 Doreve Nicholaeff Architect , Inc . 3 41-00 41- 0 2 35'-3 1" 31-91 31-4 v-44j. 3$- .31-101- 31-91' 81 2 31-40 2 3'-1' 1, 1 2 F 0Any errors or , rIN discrepancies on the W12'-W12' 04 1 drawings, shop drawings 5�1 In- 2 W-151 P� and details are to be TNT IV-IV TNT r T -4- brought to the attention T_ -18 0 of the architect before 0 V-v C4 V-21' 0 t h e w o r k h a s 1 2 11 31-49 W-1 commenced W-Tr -20 J TOP F FOOTING Dimensions are to be �V EL .= 19.94' "04 used and no drawings 9- 4 FLFV�= 2AJ� y TO OF ALL -21 11 are to be scaled J C 1K_ TOP OF rOOTING EL 30.83' COORDINATE FLOOR DRAIN LOCATIONS W/ ELEV.= L COLUMNS MECHANICAL SUBS. W_ TOP OF :IIER T84/4% SIX 61 ASTM GRADS A-600 W/ M� FY ■ 46 FOUNDATION WALL CONTROL JOINT: PLACE S'-OP FROM THE INDICATED K$1 PROVIDE 3/8% WX 61 TOP G 5/81X SIX 421 < 0 BOTTOM BEARING PLATS ON CONCRETE FOOTER SHOSAT THESE POINTS LAP THE *5 O CONCRETE CRAWL SLAB ON PAD. WELD ALL CONNECTIONS. TOP WALL STEEL AND GREASE ONE END to OMPACTED FILL, CUT JOINTS SLAB DENV FLOP MENT BARS; #4 0 48* O/C. PLATES W1 3A' DIA. BOLTS ACCEPTABLEOF ALL LAP$. INSTALL PRM-MFG.EXTEND A x, CONTROL JOINT LONG WALL AND BEAM COLUMN I CONSTRUCTION JOINT OP. INSTALL P EXTEND 481 INTO SLAB AN LAP THE WWM TO FOOTERS, W/ 3/4' KWIK-BOLTS AND CO T W/ 305 MOTE #40 AND INES NO LATER THAN 42 HRS RED PRIMER ALL ASSEMBLY& AFTER FINAL 4-4/21 TAPERED GROUNDS ON FABRIC A MINIMUM OF 42' (2 SA 6' SAYS) DETAIL 3-84.0 FTSR PLACEMENT/rINISH 40 0 4j 491-21x 41 CONCRETE CRAWL SLAB ON 3 FABRICATION If OPPOSING SIDES INSIDE THE FORMS CA \ Z , 1� CONTROL JOINT: PLACE V-01 FROM THE INDICATED COMPACTED FILL CUT JOINTS FOUNDATION WALL CONT 41 CONCRETE CRAWL SLAB ON ALONG WALL AND BEAM COLUMN Ck SN03.AT THESE POINTS LAP THE *5 4_3!-_3 2 ui 5,� cr LINES NO L-ATER. THAN 42 HR3 j AFTER PLACEMENT/FINISH WALL STEEL AND GREASE COMPACTED FILL CUT JOINT$ 44% 6101 ARE ,L!LApSpS C14 W-09 jj?tri�MGENO ALONG WALL AND BEAM COLUMN CONCRETE PADS W/ 7 SA OF ALL LAPS. INSTALL L.TNS3 1`40 LATER THAN 42 HRS #5 BARS M L CONSTRUCTION JOINT OR INSTA4L. AFTER PLACEMENT/FINISH TAPERED GROUNDS ON \ I Aol OPPOSING 30" INSIDE THE FOR� IT 23--2j' I's j '�w W 71-5N -26 0llll ko L j:A FL 22-94 vnq V TOP OF FOOTING NOTE :FFO W,2 7 2 CAO wpTn rWM?_1_SEND HORIZONTAL WALL AND -----------7 0 < FOOTING REBAR CUT SOB OF SEE 177 __ V_ FOUNDATION TO TO INTO 31TE STEP UP DECK 42% 4'0' SQUARE x NOTE #6 Iti v I I �'j 1 Z-1(4 /A INTO NEW WALL BOTTOM W FOOTING AT 46' 5 SA #5 BARS SW 0 //W V //a, RETAINING WALL, LAP BARS 264 ... WALL TO MATCH BEQ POCKETS CONCRETE PAC) W/ /N SQUARE a (V.LF.) EL 29.7656' 80 nO ..6 8 PROVIDE 4/4'11 6111 11' It- $Or IN GROUT SM CMU. STEP A HION CHIMNEY BASS W/ 421 TO V CMU AT JOIST + SILL PLATE DEPTH </ E SUPPORT LEDGE FOR VAN IRREGULAR SHAPS"ASS. THIS FURTHER co PROVIDES SUPPORT ATE FAMILY FOR • L) SUPPORT POSTO,'WALLS\ASOVE. /A /or NOTE #6 X L FURNACE FLUE 161ZED TO SUIT BOILER S��SCTSD -_7 _F­'PLA�;SJFC�LMANOUT3 -C.O� COORDINATE FLOOR FROM ABOVE AS REQUIRED DRAIN LOCATIONS W/ Ljr /l — '�J' S // // \ v C-) 'T4Z) MAT=11IP 12" MIN, 0 co OD MECHANICAL SUBS. to 0 01 FIREPLACE FOOTINGS /A _-46YONO CMU BASS. r /A 0 BEAM POCKET 01!r ELEV.= 29.7656' QWT C11 0) 0% 1 Q'!Z4;�' -- N G. 42% 410' 4 kRr_ Q�IPROVIDE 4/4% SIX V I IN CONCRE, AD W/ LO k1. odJ SET IN GROUT 550 d'- 5 SA *5 11 R,1 i EW 04 T_ -L -_4 / L — __ — - — _F 1 17 e.%I L"i 7 __ - §�, - ­2'-� 41 - - - - - - - - A'7 __4 _dD STEEL BEAM S.OS.w29 :2V ON., __7 �2X4 12 SEE NOTE AND DETAIL 2-3 C r ELEV.= 19.94' 117 AK kRE V TOP OF FOOTIN'3 TOPA) ry coC_ 5 IVA I ox (7 TOP OF SLAB FLEV.= 31 ,52' 20 2 TOP I.L SEE At/ 101, cl� Nicholaeff NOTE #65 V TOP OF WALL ;,OP v Architecture + Design 0 1,41 ,;Icq -21 QbA"--_Ot4CRMTM 4OP­GF 'I�G IV, ph� A I 44-e e. J 01 %0 io 812 Main Street J Osterville, MA 02655 rile I ( IELEV.= 30.93' AK \.a, NX BEAM POCKET T 508 420 5298 ELEV.= 29.4635' F 508 420 2240 FLEV.= 31�691 nicholaeff conn I — 0 GD3 TOP OF SHELF T -&- ,�i OIL BLOCK PILASTERS;- TOP OF WALL \�F V CMU DRY LAID W/ CORES UP. SPACES FLEV.= 1 1.94' AS SHOWN TO RECEIVE MIX DURING PATIO SUS,-SLAB PLACEMENT FORMING TOP OF FOOTING \-F UNRSINFORCSD SLAB SUPPORT 3 91-IC L, 21-7x \NOTIE #9// COLUMNS ALONG INSIDE EDGES FLEV.= 19,94 AK 7 TOP OF FOOTING 0 X SEE I N-C4, \SOD L - - - - - - - - J F LO L Nou AN AW, _j 42% VO' SQUARE L 0 L 2% 3'01' SQUARE OL CONCRETE PADS W/ CONCRETE PADS W/ A MA *5 BARS SW 3 SA #5 BARS SW 0 FLEV.= ,wrsq, 0 U DowEL roonN Sr, TOGETHER TOP OF WALL e- 5--3j' L) T. V 0 PHIL R K 441-r�j- 1- 2'-10-1' _411 30 MEC WCAL c' 2 121-4# co 2 -5 No. 3A 40 39'-5" 2 41 481-41 L7 741-40' 2 IONAL 3o rrvtrt -&-3o1Z BLOCK PIL-ASTERS, 8' CMU DRY LAID W/ CORES UP. SPACE AS SHOWN TO RECEIVE MIX DURING PATIO SUS-SLAB PLACEMENT FORMING UNRISINFORCED SLAB SUPPORT COLUMNS ALONG INSIDE EDGES PROJECT NUMBER: SLD01 DRAWN BY: DN, DV SCALE: AS NOTED MAY 30, 2008 DATE: MISC. REVISIONS 5/19/08 SAW CUT JOINT WITHIN 12 HOURS AFTER SLAB PLACEMENT. DELAY MISC. REVISIONS 5/29/08 H JOINT SEALANT AS 2. VERIFY ALL FINISHED FLOOR ELEVATIONS WITH CIVIL DRAWINGS PRIOR TO FILLING WITH MUCH AS POSSIBLE CONSTRUCTION. 3, COORDINATE VENEER STONE LOCATIONS WITH ARCH. DRAWINGS. CONCRETE SLAB 'FABRIC. CUT OUT 4. STEP FOOTING 1 HORIZONTAL TO 1 VERTICAL. WELDED WIRE BE COORDINATED AND VERIFIED ALTERNATE WIRES AT JOINTS 5. ALL DIMENSIONS MUST W/ARCHITECTURAL PRIOR TO CONSTRUCTION. 4 6. STEEL BEAM POCKETS: PROVIDE 1/4"X 6"X 5" STEEL PLATES SET IN NON-SHRINK GROUT BED. SET BEAM POCKET ELEVATION AS REQUIRED TO ALLOW FOR B0170M OF STEEL ELEVATION, BEARING PLATE, AND GROUT BED. COMPACTED FREE DRAINING 7. PROVIDE ALL HORIZONTAL WALL BARS W/28"X 28" DEDICATED CORNER BARS GRANULAR FILL TITLE: RUN BACK ALONG THE WALL BARS AND LAP SPLICED IN EACH DIRECTION. CONCRETE BRICK SUPPORTS AT 8. 8" CMU BLOCK PIERS. DRYSTACK W/CORES VERTICAL AND CAP UNTIL BACKFILL. 31-01 O.C. EACH WAY. SAME FOUNDATION PLAN OPEN CORES DURING TERRACE SUB-SLAB POUR TO CREATE UNREINFORCED STRENGTH AS SLAB CONCRETE PIERS DOWN TO FOOTING. 01 . SLAB DEPTH, REINFORCING AND CRACK CONTROL JOINTS: MAIN FRAME LAYOUTS AND AT COLUMNS, ETC. AS SHOWN. THE SLAB CAN BE PLACED MONOLITHICALLY W/O CONSTRUCTION JOINTS (BREAKS). SET UP 6x6-W1.4x1.4 WWF ON CONCRETE BRICK RIZERS, CUT ALL OF CRACK CONTROL JOINTS AS QUICKLY AS POSSIBLE (NO MORE THAN 12 HOURS. SLAB THICKNESS=4". CUT DEPTH=1 TO 1-Y4" 461 ■ �n ,'y �2. FOUNDATION NOTES 131 SLAB CONTROL JOINT SCALE: 1 1/2" = 1 1-01, 121 FOUNDATION PLAN SCALE: 1/4" = V-0" y 1d SELL"001 fs RESIDENCE Yi i ©2'B�LUFF POI�NTDRIUE =COTU",,I IVfA 02635 .x J I ef GENERAL NOTES:of 11 44'-5" 15 9 18'-4' 18'-4" 15-9 14'-5' 11'-11" The drawing a all 1 x x x the ideas, arranged emeets, � I designs and plans indicated thereon or ,� ' represented thereby are owned by and remain f . f t the property of Doreve — Nicholaeff, Architect inc. No part thereof shall be i utilized by any person, L __j firm or corporation forany Alt 104'-10" s p e purpose: pse: w except pt with e / permission of the firm Doreve Nicholaeff / 3'- 3'-8 3'-91" 3'-10 ,_ x - " x x x " x '_ 1" " x Architect , Inc . 2 1 3 11 3 11 4 O 4 0 4 O 3 11 3 11 e 3 10 3 92 3-8 3-62 3'-5 3,_4x 3'-22" 3,_1x 2'-11 8x 5'-31" Any errors o r - — �N f�`1EgR discrepancies on the --t�T12 W-15 N drawings, shop drawings and details are to be h - brought to the attention rro mpg -18 Q • _ / of the architect before 3'-2z" 3,_4xz` 0 W-19 0 the work h a s 0 - _.--- I c o m m e n c e d f Y00 / -20 \ Dimensions are to be I \ .,.; / \ rl used and no drawings -21 `i� are to be scaled . � 3• � \ CD JI r h 0 0 �y 4�y / 11'-92" 5'-O" 3'-2" 4'-O" I 12" 6'-1" 4'-12• 5'-10' U b \ \ c SIN / co m v \ 0+ j W �' 8 Fv � 6+ -26 N Q M� 0 8 \ \ to t-ld 41 - to N 7'-2' 4'-O' d \ 7 CD \ I huh / hto • IT \ _ 8 \ \ ---� \ e co Y-1 f I LO 7 _ L \ ? \ 4'-2 x 2'-2 2' In NC I 0 • 4 I;rq- C7 7 \ rile t'�. 9 ,�, !` 2 r+ \ 10 0 \ t'r \ ' 3'- j" 4,_O" '-1 1' 1 6'-8 " 5' 82" 4'-7 " it) (� t'ry I 1 '-1 x W I I I i 0% / r 2 4- , .. to LO �a 4'=Z7" ,gip Nicholaeff 14�0 Architecture + Design I t iN I `-fit 6'-102 �'2 �O � N I h 2 4 � � � \ < / � 812 Main Street ti�O Osterville, MA 02655 Iv 5298 rirt I I C / F 508 420 2240 I ( 508 0 M I I ® / ' °� N \ 9 / / nicholaeff.conn lV 33. / 2, x 9'-40" I 2'-7" F 1 d M I N L r c 0 \ AO' U � T. V�RN x iV " x 1'- " 5'-3' ' o UM J, 3-O 6 1 3-O PHILBRO10K ; ,_ 1 ,_ x " ,_ x �_ '1x f_ x MECHANts�AL 1'-2" 321'-2' 10 5 2.5 12'-4x 14 1 ,_4x 2 102 -1" 8� 9'-5' o. x 20'-1 " FSSlaiVAt ��~� 15-02 L 39'- 2 Gi T r 74'-10" 48'-42" ,� 1 4'-9 " 3o nw� �c�s N PROJECT NUMBER: SLD01 DRAWN BY: DN, DV SCALE: AS NOTED DATE: MAY 30, 2008 SAW CUT JOINT WITHIN 12 HOURS M I S C REVISIONS 5/19/®8 AFTER SLAB PLACEMENT. DELAY M I S C, REVISIONS 5/2 9/0 8 1, 4" SLAB ON GRADE WITH 6x6-W1.4xW1.4 W.W.F. ON 6 MIL. POLY VAPOR FILLING WITH JOINT SEALANT AS BARRIER. PLACE SLAB MONOLITHICALLY W/O CONSTRUCTION JOINTS. MUCH AS POSSIBLE CUT CRACK CONTROL JOINTS AT MAIN FRAME LAYOUTS AND COLUMNS CONCRETE SLAB WITHIN (12) HOURS OF POUR. WELDED WIRE FABRIC. CUT OUT 2. VERIFY ALL FINISHED FLOOR ELEVATIONS WITH CIVIL DRAWINGS PRIOR TO ALTERNATE WIRES AT JOINTS CONSTRUCTION. 3. COORDINATE VENEER STONE 'LOCATIONS WITH ARCH. DRAWINGS. 44 4. STEP FOOTING 1 HORIZONTAL TO 1 VERTICAL. 5. ALL DIMENSIONS MUST BE COORDINATED AND VERIFIED W/ARCHITECTURAL PRIOR TO CONSTRUCTION. COMPACTED FREE DRAINING GRANULAR FILL TITLE: 6. GEOTECH. MUST PROVIDE 95 FILL&INSPECTED PER A QUALIFIED TECHNICAN PRIOR TO POURING SLAB CONCRETE BRICK SUPPORTS AT ON GRADE. 3'-0" O.C. EACH WAY. SAME FOUNDATION PLAN STRENGTH AS SLAB CONCRETE FOOTINGS DIMENSIONS 7. STEEL BEAM POCKETS: PROVIDE 1/4"X 6"X 5" STEEL PLATES SET IN NON-SHRINK GROUT BED. SET BEAM POCKET ELEVATION AS REQUIRED TO ALLOW FOR BOTTOM OF STEEL ELEVATION, BEARING PLATE, AND GROUT BED. 110. SLAB DEPTH, REINFORCING AND CRACK CONTROL JOINTS: 8. PROVIDE ALL HORIZONTAL WALL BARS W/28"X 28" DEDICATED CORNER BARS (MAIN FRAME LAYOUTS AND AT COLUMNS, ETC. AS SHOWN. THE SLAB CAN BE PLACED RUN BACK ALONG THE WALL BARS AND LAP SPLICED IN EACH DIRECTION. MONOLITHICALLY W/O CONSTRUCTION JOINTS (BREAKS). SET UP 6x6-W1 .4x1.4 WWF ON 9. 6" CMU BLOCK PIERS. DRYSTACK W/CORES VERTICAL AND CAP UNTIL BACKFILL CONCRETE BRICK RIZERS. CUT ALL OF CRACK CONTROL JOINTS AS QUICKLY AS OPEN CORES DURING TERRACE SUB-SLAB POUR TP CREATE UNREINFORCED POSSIBLE (NO MORE THAN 12 HOURS. PIERS DOWN TO FOOTING. SLAB THICKNESS=4". CUT DEPTH=1"TO 1-Y4 FOUNDATION NOTES 21 SLAB CONTROL JOINT SCALE: 1 1/2" - 1'-01, 3 DIMENSIONS OF FOUNDATION FOOTINGS SCALE: 1/4 V-0" 1 ------------ --------- ------ �2 A, FIRST FLOOR FRAMING NOTES 4. FLOOR FRAMING MEMBERS TO BE AS NOTED SELLDORFF S 2. FINAL JOIST DESIGN TO BE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER• REIDENCE 3. JOISTS SHALL BE DESIGNED TO CARRY ALL LIVE AND DEAD LOADS WITH THE LIVE .............. LOAD DEFLECTION NOT TO EXCEED L/480 FOR CARPET, HARDWOOD, AND LINOLEUM FLOORS. FOR FLOORS WITH MARBLE, CERAMIC TILE, OR LIMESTONE THE TOTAL LOAD POINT`DRIVE DEFLECTION SHALL NOT EXCEED L/600 FOR SPANS EQUAL TO OR LESS THAN 44'-0'. FOR SPANS GREATER THAN 44'-O' THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED 7/32' AS SPECIFIED BY THE MARBLE INSTITUTE OF AMERICA. ............... :gq 4. ALL NON SEARING WALLS TO BE 2x4 STUD GRADE SPACED 0 46' O.C. MAX. '0­ S. ALL INTERIOR BEARING WALLS TO BE 2x6 STUD GRADE KD SPF #2 0 46' O.C. W/ DOUBLE TOP 6 SINGLE BOTTOM PLATES. AT OPENINGS USE INFILL HEADERS: (2) 2X40 W/ 4/21 CDX FLITCH. S. ALL EXTERIOR BEARING WALLS TO BE 2x6 KD SPF#2 0 46' O.C. MAX. 7. REFER TO ARCH. DWGS. FOR LOCATION OF CERAMIC TILE AND MARBLE FLOORS. 8. STANDARD 4/4' END PLATE CONNECTION. USE 3/4' DIA. CARRIAGE BOLTS S WASHERS THRU BUILT-UP TSL/LVL- BEAMS OR RADIAL PLYWOOD BEAMS 9. RADIAL RIM BEAM: 8 LAYERS OF 4/8'x14" U/L GRADE PLYWOOD. USE WEST SYSTEM GLUE AND INSTALL (3) ROWS OF 3/4' SCREWS & 42* O/C. ALLOW NO BUTT JOINTS CLOSER THAN 2'-0' ON OFF-SETTING PLYS. THRU-BOLT TO HEADER BEAM W/ (3) EA. 3/4' DIA. CARRIAGE BOLTS. USE (2) BOLTS INTO 14* SEAMS AND (2) BOLTS INTO 9.5' BEAMS. J0 40. STRESS-SKIN PANEL 0 HATCHED AREA: 3/4* TSG PLWOOD TOP AND BOTTOM OF FLOOR. GENERAL NOTES: DROPPED W40X47 W/ CROWN UP K HOG AFTER FABRICATION. DRILL RIM JOIST. GLUE AND NAIL W/ Sc RING-SHANK ® 6. O.C. ROUGH WIRE LIGHT FIXTURES PRIOR TOP FLANGE W/ JI DIA. HOLES 2X8 #2 OR STR PT SYP. RECIEVIE, THIS TO INSTALLING BOTTOM PANEL. PROVIDE SOLID SLOCK'G. ALONG ALL UPPER/LOWER The drawing and all of STAGGER SPACED 0 32' O.C. TO STOCK WET. PRE-SEND FOR RADIUS AND the ideas, arrangements, RECEIVE 2X6 PT SYP TOP NAILING RIM SEAM: BOUNDARY EDGES. BLOCK DRY OUT. FASTEN TO R.TMJOISTS, W/ (2) LAYERS 4X40 CYPRESS. LAP designs and plans SLEEPER. (2) ROWS 6' LEDGER-LOK SCREWS SET TO 41. UPLIFT CONNECTIONS: SIMPSON H8 HURRICANE TIES INTO WALL FRAMING BELOW. indicated thereon or BUTT JOINTS A MINIMUM OF 41-V INNER JOIST SPACING (APPROX. 44' O.C.) THRU CLAMP. GLUM WITH WEST SYSTEM 4' AIR GAP SPACERS. represented thereby are Plow OF SOLID BLOCKING EPDXY AND BACK SCREW 42. STANDARD 4/41 (2) ANGLE CLIP CONNECTION W/ 3/41 DIA. A325F BOLTS. AND WASHERS. F 7 OVER BEAM LIM TYP. ASSEMBLY. PROVIDE CLIPS FOR ANGLES SHOWN. SHOP WELDING - 4/41 FILLETS. owned by and remain the property of Doreve 13. USE C2 COLUMN (WITH STUDS 'ON-FLAT') 8 C46 COLUMN IN WALL TOGETHER. THE Nicholaeff, Architect inc. C45 IS IN TENSION (UPLIFT). SOLT TO THE WIOX26 SEAM WITH A PAIP, OF JN A325F No part thereof shall be utilized by any person, OX47 BOLTS AND WASHERS. PROVIDE THE CIS COLUMN WITH -4N X SN X 71 TOP 4 BOTTOM PLATES. OFFSET THE BOLT HOLES BY 41 O.C. firm or corporation for any purpose: except with 44. COLUMNS s p e c i f ic written TSI/48X 41X 41 ASTM GRADE A-600 W/ MIN FY 46 KS1. PROVIDE 3/8% SIX 51 TOP 9 permission of the firm 5/8% SIX 911 BOTTOM SEARING PLATE ON CONCRETE FOOTER PAD. WELD ALL Doreve Nicholaeff CONNECTIONS. EXTENDED TOP PLATES W/ 3.41 DIA. BOLTS ACCEPTABLE. ANCHOR Architect Inc TO FOOTERS W/ 3/48 KWIK-BOLTS AND COAT W/ RED PRIMER ALL ASSEMBLYS AFTER MY FINAL FABRICATION. Any errors or CK IST ancies on the DEIIT R. P1 YIP • 46,2XS 2 0 S� 2 8 #2 OR RP 3 46, O.0. 45. STANDARD (2) EACH SPLICE PLATE CONNECTION. PROVIDE A307 BOLTS AND discrep W/ 32 drawings, shop drawings PA ING) WASHERS. SNUG TIGHTEN ONLY. and details are to be 46. STANDARD IN 2 ANGLE CLIP JOINT W/ t DIA. A325F BOLTS AND WASHERS. PROVIDE AIMG Rs P. FOP, ANGLES SHOWN. SHOP WELDING: USE FILLET WELDS. brought to the attention of the architect before t h e w o r k h a s CUSTOM A CUTS-ANGL 6 c o m m e n c e d HA RS Y 3 PS0 NGE B9411 11 (Gus rom pRomi t) Dimensions are to be used and no drawings 11 0 4e, 0/ F ME a IPSO If IU 14 b� SOL are to be scaled D 11 (PE AP� SIM PSO1 ,KIN9 4 ( D) HA 4GER 3 14 OF LID BL ING co I N 4.7s,K 44.8 v as 4.s saRs rRA i ;I joL TS �01 bvx .875, SSE FAqHION CHM EY BASE W 4V :MU. STEP To a,C AT O1ST - SILL- PLA rE C PTH ro Ca EAT E ORT LEM E PC It IRR RGU I kR 31-APED BASE Hill FUR.'"HER. PROV DES �WPP RT A r FA ii-Y- 44 R. 4 O/C. SUP I IORT 2037 S/WA_LS 6OVE;. /1 4 1 D a S O OF aK A SLO XPG 46 O/C. FLU W/ S *SOP IUT1542 -HCAVY P -OOP BEA DR PP W42X O W LA I ) C STMF SON 2% 5' TO I P MAIL ING Q LIESP= LTEC TO LS THE TOP FLA!" ;E W 1 4/2' DW OLT,2 STA GGER SPA i ;ED 2 V O/C IMP ON 5440 A COK!EC1 `4 W1 3/4 IA. o 4326F Sol_: WASHERS. PR.WVV5 FOR Zf OWN. SHC 0 WE-DING USE 7W, LLE WE STAI IDA 2 EA 414' SPL a PL Tr_ 0 CON WECTICIN3. PRO%j 05 3,141 A.4 07 .10 SOL:*3 W/ NUT.4 III Wj SHE F TIGH'EN a OLTa ON No E Yw AIN) NORMAL WEIGHT 0 1-4/2' 20 GA. GALVANIZED 42W& X 44.8 .5. MR IS -STR,040 SL __K FLOOR COMPOSITE 'IM I- LA\YER OF 66 W2.OXW2.0 WWI= W42, 2' T SIDE LE Eas / 1HRU I N DE JOIST 4/2' 1 H 5 '2 SIM YP 1W O/C C, 6 HAM ERF-c • 46 O/C l a EL DECKING: FL H R SIIII PSO11 IUT4$42 SEE 40TI: #46N=__F NFORM 4.5C20 GALVA\i�IZED. NO (PER' AND S_ Dve LSSA A36 WE D) HA IGIER� 3-ov"s G REQUIRED FOP, 20)NUCRETE -ANG Q ATE CUIQTOM dkCUT1 La- SEE ? DTF_ �48 HANGER BY SMPSCM C, PLACEMENT PROVIDED Al SHEET (CU4 TOM ORDER) t" O ANCHO I FASTENING TOROF PED I*- W42 6 W/ 2% TOP MAIL BE 5/8' PUDDLE WELDS SPA C 48- O.C.T'�'D SL > THE TOP W-T -_- I BE No e 4/ b) ALL OF THE PANELS ARE FL A. !1IOLT 5 CONTINUOUS 415 SPAN SECTION) . NO STA R SPA 3TO/C BUTT JOINTS ARE ALLOWED. PROVIDE < 7 SIDE FASTENING #42 TEX SCRsIWS 0 MIT= >3 "iIIW ikii� PRO TEE L V CONCRETE THICKNESS TOE C,X BE I SEA 3­4/!�2"A OVE STEEL DECK PLANE (TOTAL D IN 5 . EINFORCE W/ 4X4-W29XW29 c 2=vn 4.7E X ot. I DRAPED VER HIGH HATS ALONG THE FP 311%fpsot HHU,- 9.5 HA NIGER pop, Fil 2Q8 JOIST 1; SEAM LINE,& DO NOT BULK PLACE CON N W DIA, o 1325F As 41.876' " 4 440 SERE SO 1 0/1 SOL: HER 1. PROVIDE FOR AMG1.53 3HC WE-DING USE F JSH I RA dl IMPS )N L 4 1 _JSH W/ Ic-IMPSC N - RS CONCRETEPORTIONS OF THE DECK NiCholaeff 4/4' qP30 4 LE EROL 3 LIE SUMI SKEW M) H,�NGMF 3 1//64 Architecture + Design "1 -7 Vr TC CON=. F DAMON ALL I � X_X A 4D SI 44.67 46 O/C, PE RPS1 �ICUL kR) A 40 SIMPSO11'I Oti 2X,0 PT FLU4 PR ME III 31�PSOP IUT.4 542.,%, _P ID 5 OCK IN FLO()R 812 Main Street DEN 4, (PER*MEN WMF 3014 TO Osterville, NAA 02655 LSS&A 1136 WIE:I) 4GER.. 0-1m; TYP T 508 420 5298 DECK JC IISTS- 240 #2 OR STR PT SYP 4 46' C.C. 44.4 46, W16X57 W/ METAL D CK IN DIRECT F 508 420 2240 ( SOA RD 3:1 Act N;) FL 'MIA M CONTACT W/ 2% 10' IPPED TO FIT SIDE nicholaeff.com LEDGERS THRU BOLT D W/ 4/24 01A. BOLTS STAGGER SPACED 161 O/C F -1 F J �' L L L 46, SQUARE LUE-BLOCK PILASTER. INSTALL 4 MA OF )V,4SJ *4 BARS VERTICALLY IN CORE' 11 12' O/C, FINISH STACK AND POUR. SROUT SOLID WIT7EG1' T. VAR, U. AND SET ANCHOR BOLT OR DRILL OR HILTI 58-61 PHILB 33 KWIK-SOLT II MECHANICAL No. 30690 HEADER AND BEAM SCHEDULE"' IONAL MARK SIZE MARK SIZE L_ (2) 2x6 W/ 1/2'CDX PL. L-11 (3) 2 x 6 L-/3 (2) (2) 2xI0 W/ 1/2#CDX PL, L-12 (2) (3) 2 x 8 Lr3A (1) 2x12 L-13 (2) (3) 2 x 10 �-4 (3) (2) 2xI2 W/ 1/2'CDX PL, L-14 (3) (3) 2 x 12 -5 (3) (2) 1.75# x 9,5# LVL L-15 (3) . (3) 1 3/4' x 9 112' LVL PROJECT NUMBER: SLD01 1L-6 C3> (2) 1.75# x 11,875" LVL L-16 (3) (3) 1 3/4# x 11 7/8# LVL L-7 (1) 1,75' x 14' LVL L-17 (4) (3) 1 3/4# x 14' LVL (4 DRAWN BY: DIN, DV L-8 (2) 1.7 5' x 14' L V L L-9 (1) 1,75# X 14# 1.55E TIMBERSTRAND LSL L-10 (1) 1.25# X 14# TIMBERSTRAND LSL RIM WALL SHEATHING SCHEDULE SCALE: AS NOTED L-13 STANDARD HEADERS, (3) 2#xlO-' W/ 1/2# CDX L-22 (1) 1,75' x 11,875' 1,55E TIMBERSTRAND LSL SHEATHING 1 NAILING REQUIREMENTS REMARK COLUMN HEDULt\ L-23 3.5# X 7.5' 1155E TJ-W TIMBERSTRAND LSL EXTERIOR WALLS 22 DATE: MAY 30, 2008 L-24 3,5# X 14# 2.0E PARALLAM PSL 1/2' APA 6d COMMON NAILS - 6# o,c, EDGES AND MARK SIZE MARK SIZE L-25 3,5' X 9.5# 1.55E TIMBERSTRAND LSL CDX PLY 12" o,c, INTERMEDIATE. BLOCK ALL JOINTS ALL JOINTS BLOCKED N\C1 4X6 P.T. POST CIA 4X4 ❑ST DO L-26 3,5# X 11.875# 1.55E TJ-W TIMBERSTRAND LSL INTERIOR BEARING WALLS MISC. REVISIONS 5/19/08 L-27 5.25" X 9,5# 2,0E PARALLAM PSL 1/2# GYP. 6cl x 1-7/8# COOLER NAILS - 4# D.C. MAX @ 1ST FLOOR ONLY C2 (2) 2X6 C2A (2) 2 X 4MISC. REVISIONS 5/29/08 L-28 5.25' X 11.875# 2,0E PARALLAM PSL EACH SIDE C3 (3) 2X6 C3A (3) 2 X 4 L-29 5125' X 14# 2,OE PARALLAM PSL SET I ALL\CO NS UC ION\�R � L-30 (2) 1,75' x 11,875# 1.55E TJ-W TIMBERSTRAND LSL 112# GYP. 6ol x 1-7/8# COOLER NAILS -7# O,C, MAX OR ALL FLOORS ABOVE C4 CORNER PILASTER; 3/ 2x6# KING STUDS EACH SIDE NO, x 1-1/4' TAPERED SCREWS @ 12' D.C. FIRST L-31 (3) 1,25' x 11,875# 1.3E TJ-W RIMBOARD LSL C4A CORNER PILASTER; 3/ 2'x4' KING STUXS SET IN WAL\L C\112\NSTF�CT ❑ON L-32 (2) 1.75# x 11.875# 2.OE PIT, PARALLAM C7(5) TS 3/16'X 3- X 3' ASTM GRADE A 0 W/ MIN FY = AX 6k InsO L-33 3.5# X 14- 1,55E TIMBERSTRAND LSL JACK SCHEDULE (EXTERIOR BEARING WALLS) C8 TS 1/4#X 4#X 4' ASTM GRADE A-5 0 W/ MIN FY = 46 KS'I,\ NOTES, OPENING ROOF ABOVE ROOF & 1 FLR ROOF & 2 FLRS 1, SEE STRUCTURAL NOTES FOR REQUIRED WOOD SPECIES AND GRADE, C9 TS 1/4'X 4'X 6' ASTM GRADE A- 00 W/ MIN FY 46 K S, \V 2. NAIL EACH PLY OF MULTIPLE MEMBER HEADERS W/ (2) ROWS UP TO 3'-0' 1 1 & I S 1 1 & I S 1 1 & 1 S Cl�') TS 1/4'X 5#X 5# ASTM GRADE A- 00 W/ MIN FY = 46 KSI SIMPSO� TIE SCHEDULE 12ol NAILS @ 12# D.C. U-N,O, 3'-0' TO 6'-0" 2 J & I S 2 J & 1 S 2 J & I S -3. ROWS -6--(r 2 J t t- -t S_- 2-J & 2 S _C11 _1�#_X 9 9# I S I _S_T U7D_ K I N 17, W-/ ��� KS -TION 12d NAILS @ 12# D.C. U,N.O. (4) # 'C12 3.5 X 3.5 1,8E PARALLAM PSL COLUMN LOCATION SIMPSO -TIC-DESIGNA TITLE: 4. GLUE & NAIL EACH PLY OF MULTIPLE MEMBER HEADERS W/ (4) ROWS JACK SCHEDULE (INTERIOR BEARING WALLS) FIRST FLOOR ROOF RAFTER TO RIDGE BEAM LU210 HANGER 12cl NAILS @ 12" D.C. U.N.O. OPENING 1 FLOOR ABOVE 2 FLOORS ABOVE C13 3,5# X 5.25' 1.8E PARALLAM PSL COLUMN FRAMING PLAN 5, BOLT MULTIPLE LVL HEADERS FOR SIDE LOADED CONDITIONS PER MANUFACTURERS REQUIREMENTS, U,N-O- UP TO 3'-0' 1 1 & 1 S I 1 & 1 S C14 5.25' X 7" 1.8E PARALLAM PSL COLUMN ROOF RAFTER TO HIP BEAM LS90 CLIP- I PER EACH SIDE G, PRE-ENGINEERF-11 20MRQNIF�NT HF-41)F-R2 WAY RY 5Zl1RST1TllTF_D F_QR THE 3'-0' TO 6'-0" 2 J & 1 S 75I-Q 1 & 1 S (719 TS 2XrS#X1.14' DOUBLE RAFTER TO RIDGE BEAM OR HIP BEAM LU210 -2 HANGER HEADERS-§Wb W-M, -THE E-CO Nt RA­C_T' -0 R -SHALL i SUBMIT SIGNED­_& SEALED 6'-0# TO 9'-0# 2 J & I S 2 J & 2 S I - SHOP DRAWINGS TO THE S,E,R, FOR APPROVAL PRIOR TO FABRICATION, WHERE J=JACK UNDER HEADER C20 1,75#X5.5" TIMBERSTRAND TSL KING STUDS ROOF RAFTER/TRUSS TO TOP PLATE H-8 7, PROVIDE 1/2# PLYWOOD SHIM B'TWN EA, PLY OF 2x HEADERS S=STUD NAILED TO JACK ALONGSIDE OF JACK 1. ALL COLUMNS ARE TO BE SPF STUD GRADE OR BETTER U.N.O. (EXCEPT @ EXTERIOR BALCONY BEAMS), MATCH DEPTH OF HEADER, NOTESi 2. ALL BUILT UP COLUMNS TO BE NAILED WITH 16d @ 8" O.C. TOP PLATE TO TOP OF 2ND FLOOR STUD SP-2 8, ONE PIECE PARALLAM (PSL) BEAMS OF EQUAL WIDTH MAY BE 1, ALL JACKS & STUDS ARE ASSUMED TO BE 2x4 SPF-#2 3. STEEL COLUMNS TO BE MANUF. TO ASTM A513. SUBSTITUTED FOR MULTIPLE LVL BEAMS, GRADE ❑OR BETTER. 4. PROVIDE OPPOSING PAIRS SIMPSON LCE4 POST CAPS ® TOP & BOTTOM. 2ND FLOOR STUD TO 1ST FLOOR STUD CS22x28# LONG 9, ALL WOOD BEAMS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, 2, ALL JACKS & STUDS TO BE NAILED w/ 16ol NAILS @ 8#0,C. 5. PROVIDE 3 8"X5"X5" TOP & BOTTOM PLATES. WELD ALL CONNECTIONS SEE STRUCTURAL NOTE 5D. 1ST FLOOR STUD TO SILL PLATE 6. PROVIDE 3/8"X6"X6" TOP & 5/8"X8"X12" BOTTOM PLATES. SP-1 ■ FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0` ---------- ------ --------- r T s SECOND FLOOR FRAMING NOTES: S E L D O R F 1. FLOOR JOISTS: 46' TJI 230 ® 46" O.G. W/ SIMPSON IUS2.37/16 FLUSH S. STANDARD 4/4' END PLATE CONNECTION. USE 3/4' DIA. CARRIAGE BOLTS 8 WASHERS R E D EN C E FRAME (PERPENDICULAR) AND SIMPSON LSSU135 (SKEWED) HANGERS (TYPICAL U.N.O.) THRU BUILT-UP TSL/LVL BEAMS OR RADIAL PLYWOOD BEAMS 2. FINAL JOIST DESIGN TO BE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER 9. RADIAL RIM BEAM: 8 LAYERS OF 1/8"x16" U/L GRADE PLYWOOD. USE WEST SYSTEM GLUE 'h;'02 BLUFF POINT DRIVE AND INSTALL (3) ROWS OF 3/4' SCREWS ® 42' O/C. ALLOW NO BUTT JOINTS CLOSER THAN 3. JOISTS SHALL BE DESIGNED TO CARRY ALL LIVE AND DEAD LOADS WITH THE LIVE LOAD DEFLECTION NOT TO EXCEED L/480 FOR CARPET, 2'-0' ON OFF-SETTING PLYS. THRU-BOLT TO HEADER BEAM W/ (3) EA. 3/4' DIA. CARRIAGE COTUIT, MA O2G35 h HARDWOOD, AND LINOLEUM BOLTS. USE (2) BOLTS INTO 44' BEAMS AND (2) BOLTS INTO 9.5' BEAMS. j"A FLOORS. FOR FLOORS WITH MARBLE, CERAMIC TILE, OR LIMESTONE THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/600 FOR SPANS EQUAL TO OR LESS THAN 14-0'. 10. STRESS-SKIN PANEL • HATCHED AREA: 3/4" T9G PLWOOD TOP AND BOTTOM OF FLOOR. FOR SPANS GREATER THAN 14'-O" THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED GLUE AND NAIL W/ 8c RING-SHANK ® 6" O.G. ROUGH WIRE LIGHT FIXTURES PRIOR 7/32" AS SPECIFIED BY THE MARBLE INSTITUTE OF AMERICA. TO INSTALLING BOTTOM PANEL. PROVIDE SOLID SLOCK'G. ALONG ALL UPPER/LOWER 4. ALL NON BEARING WALLS TO BE 2x4 STUD GRADE SPACED ® 46' O.C. MAX. BOUNDARY EDGES. 5. ALL INTERIOR BEARING WALLS TO BE 2x6 STUD GRADE KD SPF #2 ® 16" O.C. W/ DOUBLE TOP 8 SINGLE BOTTOM PLATES. AT OPENINGS USE INFILL HEADERS: (2) 2X10 W/ 1/2" COX FLITCH. 11. UPLIFT CONNECTIONS: SIMPSON HS HURRICANE TIES INTO WALL FRAMING BELOW. r 12. STANDARD 1/4' (2) ANGLE CLIP CONNECTION W/ 3/4' DIA. A325F BOLTS. AND WASHERS. 6. ALL EXTERIOR BEARING WALLS TO BE 2x6 KD SPF#2 016' O.C. MAX. PROVIDE CLIPS FOR ANGLES SHOWN. SHOP WELDING - 1/4' FILLETS. 7. REFER TO ARCH. DWGS. FOR LOCATION OF CERAMIC TILE AND MARBLE FLOORS. ar � GENERAL NOTES: ' \'n The drawing and all of the ideas, arrangements, designs and plans indicated thereon or represented thereby are „m owned by and remain . the property of Doreve ; Nicholaeff, Architect inc. No part thereof shall be EXTEND 2'x6' HORIZONTALutilized by any person, STEEL TUBE SECTIONS OUT TO NOTE: firm or corporation f o r C8 COLUMNS TO A CT AS FINAL LOCATION OF C45 VERTICAL STIFFENERS. PROVIDE FULL COLUMNS SUBJECT TO CHANGE. EXTEND 2'x6' HORIZONTAL any purpose: except with WELDED END CONNECTIONS TO ( STEEL TUBE SECTIONS OUT TO S p e c i f i c written KEEP MOISTURE OUT OF TUBES C8 COLUMNS TO A CT A3 CB COLUMN STIFFENERS. PROVIDE FULL S: T34/4•X 4'X 4' ASTM GRADE A-600 w/ MIN FY ■ 46 2NW HOR1Z NTAL STEEL RING. WELDED END CONNECTIONS TO opermission o f t h e firm KSI. PROVIDE 3/WX 4% b' TOP 9 3/4% 6% 42' PROVIDE LL WELDED END KEEP MOISTURE OUT OF TUBES A r c h e h o I t e c tI nef c BOTTOM PLATES ON CONCRETE. WELD ALL CONNECTIONS TO KEEP CONNECTIONS. EXTENDED TOP PLATES W/ 3/4' MOISTURE OF TUBES DIA. BOLTS ACCEPTABLE, ANCHOR TO FOUNDATION CUSTOM FABRICATE 7 GA STEEL A n y e r r o r s O r PLATE W/ 4 EA 6/8' KWIK-BOLTS. BEAM HANGER FOR SKEWED d I S c r e p a n c i e S O n t h e ' c G8 Do drawings, shop drawings p°WN C8 and details are to be BEARING CONNECTION: Ga -" UP UP W a BOLT BOTTOM FLANGE OF FLUSH 6P DOWN DOWN UP C,3 brought to the attention BEAMS TO THE TOP FLANGE OF Up IN D y,/N of t h e architect before DROPPED BEAMS. USE 2 EA 3/4' DIA DOWN t h e W O r k h a s A32bF BOLTS PER CONNECTION - CONTINUOUS PIECE BEAMS: c O m m e n c e d g VERTICAL TUBES ARE CONTINUOUS FABRICATE FROM 2 PIECES OF 4.75% 44,25' 4.86E ONE-PACE I3ECT10N3 ' TIMBERSTRAND LSL. PRELOAD MEMBERS FOR DROPPED WIND BENT BEAM: ° F� tR0 TIGHTER RADII AND CONTINUALLY FASTEN W/ 3 Dimensions are to be . . i '� ^6 W40X49 W/ 2 X 6 TOP NAILING ` - • �q98 R\ I ROWS OF 3-6/8 TRUS-LOK SCREWS • 12 O/C SLEEPER BOLTED TO THE 0 �O f ' used and no drawings (i ,F„. �"„ .q� S�� O� � ," W44X34 W/ .26' TJI 44' RIM JOIST RIPPED � l TOP FLANGE TO ACT AS UPPER i q N pfG 6 l i' are to be scaled . OF DOUBLE TOP WALL PLATES " \ �S g i'/ DI FIT SI AND THRU BOLTED 0 C , C,3 ,.. gRti ', DIA. BOLTS STAGGER SPACED 46' O/C (PROVIDE TIFFENERS OVER Rp °ti . 1, p ' COLUMN C NNECTION3 STANDARD FLOOR EXTERIOR HEADERS: COLUMN E CT) IG `� 3 A 0�' A I >� 3/2'X 40' W/ 4/2' CDX FLITCH ` • �- 3 •X 6 q8 > C3 k W44X43 W/ 4.26' TJI 441 RIM JOIST RIPPED TJI 2 O • O/ W/ ,I TO FIT SIC* AND THRU BOLTED W/ 4/2' 3 SON IUS23 /46 F USH �1t DIA. BOLTS STAGGER SPACED 46' O/C ME ( RPE K:UL R) \ �' AND SIMP N u136 (SKE D) NGE S 'ZOM r • , e 430VE VIDE OVF A G \ 2X46 / 2' 42' R PED r f J Oh �O,Q/cv, `� / �76• �a CONTINUOUS PIECE BEAMS: / 9 TR T ED O RA IUS 4r \ T FIT 1DE DGE 3 '' �' 4 E Rj y! / Q. STANDZD4.261 TJI 44.876• RIM JOISTS FABRICATE FROM 2 PIECES OF 4.Tb'X 44Z6' 4.68E \ , ' AN THR BOL D I I .� �3 jr ,pS a�3. AT L STANDARD PERIMETERS TIMBERSTRAND LSL. PRELOAD MEMBERS FOR \ 'A $, \ 4/2' IA LIT STA ER ``I U� lye p /�!/ \ / q TIGHTER RADII AND CONTINUALLY FASTEN W/ 3 \ SPA ED 4 ' O/C 0 __l ROWS OF 3-6/6' TRUS-L.OK SCREWS • 42' O/C ' TJI 30 • 46' C �' 4M \, \ PS o lust. 7/4 Lus \ 3 / �° / • F ME RP D U AR) y G8 DOWN ssU13 S \ FROM \ T R O (S WED) ANG RS \ NO 09 s ABOVE ,+ e / ?• C L C` // �, �\ � O y '�S SHEATHING FOR WALL ABOVE BEGINS ¢, TO I --® ALONG THIS BEAM OR INSTALL PAIRS W42X O W/ 2 X 4 RIPP THR \ - I // „ cp // S \ R O ti OF SIMPSON MSTA24 STRAP TIES EACH 8 , TJI • 6 O a\ @\ OL W/ `/�22' D BO TS @� ' ROYID� }DEB // \ �. U \ R END OF SHEARWALL SEGMENT W PIS 1US2. 7/44. a E RS`QVER / / n P RA s AG R sP CEO 6' O 3 /\ 1 OL �ON.N TIONS // \ \ 1 i \ (P PE ICU R) A "� y, \ FORUI`4N 4 CT •C♦ / 3 / * S=(` \ W42X49 W/ 21X 42' RIPPED TO FIT SIDE @ T NDA 4/4 2 A LE C IP \ /\ \ t I ' ' // / EA IN F / \` � Q J �' � 6. '�� " O / LEDGERS AND THRU BOLTED W/ 4/2' QD �. / S� ( I� O) NG 3 \ T W/ /4• A3 F B TS \ \ /// ��\\�\ WAL S DIA. BOLTS STAGGER SPACED 46' O/C y E 3HER PR Y1rE FOR ' • '� / / S F `\ � \ V / WEL ING; ,� \ / \ h .t!(jQ' ,,'\ 'p '� �• .\ /, Cd BOXED COLUMN: / �j T \ E 4' FIL T LD3 \ A \ \ / - - \�y 6I / �0 �y Jv °\ ♦ / 40 4X6 #2 OR BTR PT SYP W/ `➢S�\\ 1 d V ��B�C` P rs \ S /q • �`\ j \ \y - - - -- \\ SIMPSON SC44 POST CAPS AND \ \ '��\ 42X W/ 2' 42' RI PED O MOPE CUX WANGE3 1', \\ ` / '� \°y ,p�Vr� �A23? / / /t,7 P846 OR ASU46 POST BASE �8°\ 06 / �\ \ E GER AN THR \ ' � 'P � : SIDE, � / ✓ `� O Q � O ,p \ ,� /, p, A ^.� v , \ TED / 4/ DIA OL.T �. i - LINE \ S \, •f 11e � ,�\ S SPA D 46 O/C -,�' ...w� w4 x2 � a r O I �- i �(t J� , o I 42' IP O PE TO FIT E \ �` i �. a ST �S• S PJti \ J�\ 4487 TJI23 • 46 /C / i' A '� / AN TH BO TED W/ 4 2' DI IMPS 1U32 7/44. F H ., ,,\, \ ''�'� \ \ �/ / '\ - - I n O TS TAG R AC 46. O/C � ,� ," �� > ,°' �". �F. B \ F ME ( RPE K:UL R) ANP \ \ SI ON L SKE 314EA ING FOR WALL ABOVE . HA R3 S OPc2 � ti�` a: / I /�� r A '� / �•F;rAIG BA LONG THIS (�BEAM OR \ �` '\\ / F R V j - Q , \ . A / �+INLL PA1R3 OF 31MPSON24 STRAP TIES EACH END OF •� - l U i "'� 46' TJI 2 0 • 6' O C W ` �fo� y \ s•� �, {� y /,S"EARWALL SEGMENT. \ \ F lr -ad /. S SO IUHS 3G7E/4 DO ME ER ND FL AFI / 1 A CORNER W\O/ RT S1D4 BxO6'A#R2D OIIR`IS UBLTART DIO- NF. RBOXED COLUMN: ♦ ♦ 62, AR HOUSED IN 2 STUDS, FILL CAVITY4X6 #2 OR BTR PT SYP W/ - - - A SIMPSON SC44 POST CAPS A EXTEND PLYW D SHEATING TO PB46 OR ASU46 POST BASE. �y/ > O G 'y '4` ♦ `j CAPTURE TOP D BLE LSL PLATE. ,;�' I I+'♦ 10 x w T` / \� RO � (2) .7b'x46' 4.66E LSL � C i= M ,' 9 S 'p !y� � ��� � / .h' P Al ''� E (l I, y j \ \ ov �, A,oVE \ o s � - I I m "� a -1 I S LPL TE \ N CU TOM FABRICATE 7 GA. STEEL ^ I sK \ \ \ ABOVE PLATE HANGERS FOR SKEWED �q y� ♦♦ �/ N I C h I aeff FROM ° I' o ( I R \ \ \ BE M HANGER FO R JO T'. �Q // S • \ ♦ \ ..� QG Architecture + Design i I l� ' • F ME C FELO T B w t ®"' OV/ ' p S� S �( �� ♦♦ \ SUPPORT JACK POSTS: �; t I , L S ' A bi- \ 3/2'X W KD STUD BUILT-UP. LLY SHEATH W/ I. M I ,m m � I % O TC H E 03T O O W4 H STEEL BEAM W/ p YE R Mj / I �y �� s STORMGUARD PANEL. ADD TA24 STRAPS TO 812 Main Street -4 -4 I -I x I -{ L�t S C D 00 \ / Ova \ 0 2 2 RIPPED TO Frf SIDE > • , q / REAR SIDES(SEAM TO JACK) AT ALL OPENINGS. / I, 4 Cr x o or �I` \ 0 RS AND THRU BOLTED / .i� Osterville, MA 02655 \ \ s W/ 8D GRID • 3 O/C EW T 508 420 5298 g -a � I � 3 T .C� �P / s� NAIL OVERLAY SPLICE OF PL WOOD TO BEAM D SPACED 4 ' O/C T3 STAGGER • / 1g / u► I'I �(14e8 " T 2 \ G"� \ o k's / / �' P OVERFRAME F 508 420 2240 \ \ 6.\O fV \ C3 CS ( S (�r�, I p' / ♦ DECK LEVEL TO MATCH ('� ER /ND UL � .., s \\ ^6 R b > / q p� M I s \ Z 'Ib J G q .(?� / HOUSE SECOND SUBFLOOR nicholaeff.com A p �o ? I I .oM( '� c • sPA s \\ \ e e a ',5. - s / / !�- � i E 4 EL W B T \\\ \ \ A / {r7e�S.; ., C7 �9S / C` ,♦ / ''� \ SHEATHING FOR DARD FLOOR EXTERIOR HEADERS: r / ♦ \ f BEGMSALO G THISABEA RE LL ABOVEI L \ '4 3/2 X 40' W/ 4/2' COX FLITCH .ate / C ,, ♦♦ Fi'D` INSTALL PAIRS OF SIMPSON I yny I r =-= - - DO 2 O. O \\ 4° ✓ / �C - - -- MSTA24 STRAP TIES EACH END OF I Fi M SP \ 4 r/ MEM3.6%BER 14R R 4.6E CONTITIMSENUOUS AS LSL (J MEMBER RUN CONTINUOUS A3 SHOWN. / SHEARWALL SEGMENT. I 1 A .I VE A I YE I \ �' I STUDS AT EXTERIORPROVIDE TRIPLE rX6' JACK E CORNER \ ALLS DECK OVERFLEVEL TO MATCH BOXED COLUMN; 2 OR BTR HOUSE SECOND SUBFLOOR Cr 961 10 9,4'X 4' # \ PT SYP W/ SIMPSON SC4 POST / 4� CAS AND PS" POST BASE SOLID 3.b"X 44.876"4.86E 3b'X 44.875' 4.66E TJ-W TIMBERSTRAND MEMBER \ TJ-W TIMBERSTRAND \�� `� � .i r��G / FASTENED TO BACK OF 4.76' CONTINUOUS 4.76 44.876' 4.66E T. 4'A�tNd.J�A I / RX44.876'4.66E TIMBERSTRAND RIM JOIST TIMBERSTRAND BER RIM JOIST n \ ,� W/ 3-5/8, TRUS-LOK SCREWS. \ o MEU�IANIC:F?L Cd' BOXED COLUMN: � 06 4X6 02 OR BTR PT SYP W/ SIMPSON SC44 POST CAPS AND P546 OR ASU46 POST BASE. F$Sl01VAL F HEADER AND BEAM SCHEDULECI) \ 3rJ f11rJ�(Z:�oe MARK SIZE MARK SIZE \ / L- «� (2) 2x6 W/ 1/2"CDX PL L-11 (2) (3) 2 x 6 \ / (2) 2x10 W/ 1/2"CDX PL, L-12 (2) (3) 2 x 8 Lt3A (1) 2x12 L-13 (2) (3) 2 x 10 \ \ -4 (3) (2) 2x12 W/ 1/2"CDX PL, L-14 (3) (3) 2 x 12 \ \ PROJECT NUMBER: SLD01 -5 (3) (2) 1.75" x 9,5" LVL L-15 (3) (3) 1 3/4" x 9 1/2" LVL / L-6 (3) (2) 1,75" x 11.875" LVL L-16 (3) (3) 1 3/4" x 11 7/8" LVL L-7 (1) 1.75" x 14" LVL L-17 (4) (3) 1 3/4" x 14" LVL \ / DRAWN BY: DN, DV L-8 <4) (2) 1,75" x 14" LVL I I L-9 (1) 1,75" X 14" 1,55E TIMBERSTRAND LSL SCALE: AS NOTED L-10 (1) 1.25" X 14" TIMBERSTRAND LSL RIM WALL SHEATHING SCHEDULE L-13 STANDARD HEADERS, (3) 2"x10" W/ 1/2" CDX L-22 (1) 1,75" x 11,875" 1.55E TIMBERSTRAND LSL SHEATHING NAILING REQUIREMENTS REMARK L-23 3,5" X 7,5" 1,55E TJ-W TIMBERSTRAND LSL EXTERIOR WALLS COLUMN HEDULE DATE: MAY 30, 2008 22,g L-24 3,5" X 14" 2,0E PARALLAM PSL 1/2" APA 6d COMMON NAILS - 6" o,c. EDGES AND MARK SIZE MARK SZE / L-25 3,5" X 9,5" 1,55E TIMBERSTRAND LSL CDX PLY 12" o,c. INTERMEDIATE. BLOCK ALL JOINTS ALL J❑INTS BLOCKED C1 4X6 P.T. POST CIA 4X4 DST DO �? L-26 3,5" X 11.875" 1.55E TJ-W TIMBERSTRAND LSL INTERIOR BEARING WALLS s MISC, REVISIONS 5/19/08 4 MISC, REVISIONS 5/29/08 L-27 5.25" X 9,5" 2,0E PARALLAM PSL 1/2" GYP. 6d x 1-7/8" COOLER NAILS - 4" ❑,C. MAX @ 1ST FLOOR ONLY C2 (2) 2X6 C2A (2) 2X L-28 5,25" X 11,675" 2,0E PARALLAM PSL EACH SIDE C3 (3) 2X6 C3A (3) 2X4 L-29 5,25" X 14" 2,❑E PARALLAM PSL 1/2" GYP. 6d x 1-7/8" COOLER NAILS -7" D.C. MAX OR ALL FLOORS ABOVE C4 CORNER PILASTERi 3/ 2"x6" KING STUD SET IN WALL CONS_T\RUCTI❑N L-30 (2) 1,75" x 11,875" 1.55E TJ-W TIMBERSTRAND LSL EACH SIDE NO, x 1-1/4" TAPERED SCREWS @ 12' D.C. FIRST L-31 (3) 1,25" x 11,875" 1.3E TJ-W RIMBOARD LSL C4A CORNER PILASTER, 3/ 2"x4" KING STU S SET IN WALL C❑NSTR CTION / L-32 (2) 1,75" x 11,875" 2.0E P.T. PARALLAM C7(5) TS 3/16"X 3"X 3" ASTM GRADE A 0 W/ MIN FY = 4 KSI 0 L-33 3,5" X 14" 1,55E TIMBERSTRAND LSL JACK SCHEDULE (EXTERIOR BEARING WALLS) C8(5) TS 1/4"X 4"X 4" ASTM GRADE A-5 0 W/ MIN FY = 46 KS / NOTES: OPENING ROOF ABOVE ROOF & 1 FLR ROOF & 2 FLRS " " " \ 1. SEE STRUCTURAL NOTES FOR REQUIRED WOOD SPECIES AND GRADE, C9 TS 1/4 X 4 X 6 ASTM GRADE A- 00 W/ MIN FY = 46 KSI 2, NAIL EACH PLY OF MULTIPLE MEMBER HEADERS W/ (2) ROWS UP TO 3'-0" 1 J & 1 S 1 J & 1 S 1 J & 1 S CIO(6) TS 1/4"X 5"X 5" ASTM GRADE A- 00 W/ MIN FY = 46 KSI SIMPSO TIE SCHEDULE 12d NAILS @ 12" O.C. UX0. 3'-0" TO 6'-0" 2 J & 1 S 2 J & 1 S 2 J & 1 S .� 5" 1 S1 $TIIn KING, _ _ _ - - - - - - - - - - - - -N-AIt-€-�t� Pt-Y -8F--Mbt7TIPLE ER -HE€� W/-(3) ROWS- - --tr- " j & 2-J�- - K� LOCATION SIMPS❑N TIE DESIGNATION TITLE: 12d NAILS @ 12" O.C. U,N,O. C12C4� 3,5" X 3,5" 1.8E PARALLAM PSL COLUMN 4, GLUE & NAIL EACH PLY OF MULTIPLE MEMBER HEADERS W/ (4) ROWS JACK SCHEDULE (INTERIOR BEARING WALLS) " " ROOF RAFTER TO RIDGE BEAM LU210 HANGER SECOND FLOOR 12d NAILS @ 12 D.C. U.N.D. C13 3,5 X 5.25 1.8E PARALLAM PSL COLUMN FRAMING PLAN 5, BOLT MULTIPLE LVL HEADERS FOR SIDE LOADED CONDITI❑NS PER OPENING 1 FLOOR ABOVE 2 FLOORS ABOVE MANUFACTURERS REQUIREMENTS, U,N.O. UP TO 3'-0" 1 J & 1 S 1 J & 1 S C14 5.25" X 7" 1,8E PARALLAM PSL COLUMN ROOF RAFTER TO HIP BEAM LS90 CLIP- I PER EACH SIDE 3'-0" TO 6'-0" 2 J & 1 S 751-Cp J & 1 S " " " DOUBLE RAFTER TO RIDGE BEAM OR HIP BEAM LU210 -2 HANGER HEADERS SHOWN. THE C❑NTRACT❑R SHALL SUBMIT SIGNED & SEALED 6'-0" TO 9'-0" 2 J & 1 S 2 J & 2 S SHOP DRAWINGS TO THE S,E,R, FOR APPROVAL PRIOR TO FABRICATION. WHERE J-JACK UNDER HEADER C20 1,75"X5,5" TIMBERSTRAND TSL KING STUDS ROOF RAFTER/TRUSS TO TOP PLATE H-8 7, PROVIDE 1/2" PLYWOOD SHIM B'TWN EA, PLY OF 2x HEADERS S=STUD NAILED TO JACK ALONGSIDE OF JACK 1. ALL COLUMNS ARE TO BE SPF STUD GRADE OR BETTER U.N.O. (EXCEPT @ EXTERIOR BALCONY BEAMS), MATCH DEPTH OF HEADER. N❑TES1 2. ALL BUILT UP COLUMNS TO BE NAILED WITH 16d © 8" O.C. TOP PLATE TO TOP OF 2ND FLOOR STUD SP-2 8, ONE PIECE PARALLAM (PSL) BEAMS OF EQUAL WIDTH MAY BE 1, ALL JACKS & STUDS ARE ASSUMED TO BE 2x4 SPF-#2 3. STEEL COLUMNS TO BE MANUF. TO ASTM A513. SUBSTITUTED FOR MULTIPLE LVL BEAMS. GRADE OR BETTER, 4. PROVIDE OPPOSING PAIRS SIMPSON LCE4 POST CAPS ® TOP & BOTTOM. 2ND FLOOR STUD TO 1ST FLOOR STUD CS22x28" LONG 9, ALL WOOD BEAMS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, 2. ALL JACKS & STUDS TO BE NAILED W/ 16d NAILS @ 8"O,C, 5. PROVIDE 3/8"X5"X5" TOP & BOTTOM PLATES. WELD ALL CONNECTIONS 1ST FLOOR STUD TO SILL PLATE SP-1 ■ SEE STRUCTURAL NOTE 5D, 6. PROVIDE 3 8"X6"X6" TOP & 5 8"X8"X12" BOTTOM PLATES. SECOND FLOOR FRAMING PLAN SCALE: 1/4 = V-0° 1 i m ..; z,i SE 'LDORFFk NOTE 14: PLAN OF CHIMNEY SUPPORT FRAMEWORK: THIRD FLOOR FRAMING NOTES: 4. THiRD FLOOR FRAMING MEMBERS: 14 TJl 110 SERIES • 16 O.C. CONT. WHERE POSSIBLE. RESIDENvCE 1 A. CHIMNEY SUPPORT SLAB: e 8' CONCRETE W/ #4 BARS SPACED 12' O/C EW. SET BARS OFF OF BOTTOM AN FLUSH FRAME W/ SIMPSON 1US1.81/14 FACE HANGERS. 1-1/2'. USE 1.5CON20 FORM DECK FOR THE BOTTOM. ATTACH TO BEAM/ANGLE 2. FINAL JOIST DESIGN TO BE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER O2LUFF POINT DRI„VE FLANGES W/ 5/8" DiA. PUDDLE WELDS ® 12" O/C. BRING THE LOWER FLUES 3. JOISTS SHALL BE DESIGNED TO CARRY ALL LiVE AND DEAD LOADS WITH THE LiVE COTUIT, MA 02635 ABOVE THE SLAB PLANE THEN FORM, REINFORCE AND PLACE SLAB LOAD DEFLECTION NOT TO EXCEED L/480 FOR CARPET, HARDWOOD, AND LINOLEUM B. VERTICAL DOWEL REINFORCING AT THiS LEVEL SHALL BE #4 BARS AT THE FOUR OUTSIDE CORNERS RUN VERTICALLY 1N 6" CORE BLOCK. SOLIDLY GROUT FLOORS. FOR FLOORS WiTH MARBLE, CERAMIC TILE, OR LIMESTONE THE TOTAL LOAD ALL THE OPEN CORES. BARS TO HAVE 12' LEGS TiED TO SLAB GRiD BARS DEFLECTION SHALL NOT EXCEED L/600 FOR SPANS EQUAL TO OR LESS THAN 44'-0' C. VERTICAL REINFORCING BELOW THiS LEVEL SHALL BE #4 BARS AT THE FOR FOR SPANS GREATER THAN 14'-0' THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED OUTSIDE CORNERS OF THE RiSiNG CHIMNEY RUN VERTICALLY iN THE 6' CORE 7/32' AS SPECIFIED BY THE MARBLE INSTITUTE OF AMERiCA. BLOCK. SOLiD GROUT THE OPEN CORES. BARS TO HAVE 42' LEGS TIED TO THE 4. ALL NON BEARING WALLS TO BE 2x4 STUD GRADE SPACED ® 16' O.C. MAX. SLAB GRiD BARS. ' S. ALL INTERIOR BEARING WALLS TO BE 2x6 STUD GRADE KD SPF #2 ® 16' O.C. W/ DOUBLE TOP 6 SiNGLE BOTTOM PLATES. AT OPENINGS USE iNFiLL HEADERS: (2) 2X10 W/ 4/2' COX FLITCH. t NOTE: , � THESE PROVIDE LATERAL ANCHORAGE FOR THE SLAB AT THE CHIMNEY END S. ALL EXTERIOR BEARING WALLS TO BE 2x6 KO SPF#2 ® 16' O.C. MAX. l 1 b 7. REFER TO ARCH. DWGS. FOR LOCATION OF CERAMIC TiLE AND MARBLE FLOORS. TYPICAL CHIMNEY PENETRATION: 8. STANDARD 1/4' END PLATE CONNECTION. USE 3/4' DiA. CARRIAGE BOLTS E WASHERS z` A. ROOF OPENING HEADERS FOR WOOD FRAMING; 2/2% 101. MAINTAIN 2' AiR SPACE THRU BUILT-UP TSL/LVL BEAMS OR RADIAL PLYWOOD SEAMS j B. CHIMNEY : 4' PARTITION BLOCK PERIMETER #3 VERTICAL BARS ® CORNERS. 9. RADIAL RiM BEAM: 8 LAYERS OF 1/8'x14' U/L GRADE PLYWOOD. USE WEST SYSTEM GLUE ' PROVIDE 2 FLUES, BRICK SURROUND AND 6' CONCRETE WASH AND INSTALL (3) ROWS OF 3/4' SCREWS • 12" O/C. ALLOW NO BUTT JOINTS CLOSER THAN GENERAL NOTES: C. CHIMNEY TO RiSE FROM SUPPORT SLAB 2'-0' ON OFF-SETTING PLYS. THRU-BOLT TO HEADER BEAM W/ (3) EA. 3/4' DiA. CARRIAGE D. SUPPORT HEADERS; GSx11.5 W/ WELDED PAN DECK BOLTS. USE (2) BOLTS INTO 44' BEAMS AND (2) BOLTS INTO 9.5' BEAMS. The drawing and all of E. TRIMMER BEAM; W12x35 " . F. TRIMMER/HEADER BEAM; W12x22 10. STRESS-SKIN PANEL ® HATCHED AREA: 3/4' TEG PLWOOD TOP AND BOTTOM OF FLOOR. the ideas, arrangements, GLUE AND NAiL W/ 8o RiNG-SHANK • 6' O.C. ROUGH WiRE LiGHT FIXTURES PRiOR designs and plans TO INSTALLING BOTTOM PANEL. PROVIDE SOLD BLOCK"G. ALONG ALL UPPER/LOWER indicated thereon o r BOUNDARY EDGES. represented thereby are STANDARD 4 BOLT FLAT END PLATE Owned by and remain ! CONNECTION. USE t DIA. BOLTS W/ I STANDARD �' 4 BOLT FLAT END PLATE 11. UPLIFT CONNECTIONS: SIMPSON HS HURRICANE TiES INTO WALL FRAMING BELOW, the property of Doreve WASHERS EACH END THRU ENGINEERED CONNECTION. USE DIA. BOLTS W/ WOOD BEAMS OR RADIAL PLYWOOD ° WASHERS EACH END THRU ENGINEERED . . Nicholaeff, Architect Inc. W6X1b W/ 2'X 8' TOP FLANGE NAILER. 12. STANDARD 1/4 (2) ANGLE CLiP CONNECTION W/ 3/4 DiA. A325F BOLTS. AND WASHERS. No part thereof shall be f BEAMS. BOLT NAIL R TO BEAM W/ 4/2' WOOD BEAMS OR RADIAL PLYWOOD PROVIDE CLIPS FOR ANGLES SHOWN. SHOP WELDING - 1/4' FILLETS. CARRIAGE BOLTS STAGGER SPACED BEAMS' utilized by any person, BEARING CONNECTION: BOLT BOTTOM 32' O/C. Ri" WEB AND PROVIDE 4/2' BEARING CONNECTION: BOLT BOTTOM firm or corporation f o r FLANGE OF FLUSH BEAMS TO TOP BOLTS • 6' O/C FOR WEB PACKING. FLANGE OF FLUSH BEAMS TO TOP FLANGE OF DROPPED BEAMS. USE 2 ROW OF SOLD BLOCKING E SiMPSON FLANGE OF DROPPED BEAMS. USE 2 any purpose: except with EA, 3/4' DIA, A325F BOLTS PER H2.5 HURRTAN TIES TO HEADER. EA. 3/4' DIA, A325F BOLTS PER s p e C I f I C written CONNECTION. NOTE - THIS MAY I CONNECTION. NOTE - THiS MAY REQUIRE A SPACER (TUB) BLOCK REQUIRE A SPACER (TUB) BLOCK, permission of the firm 3.6'x9.5' 1.6E Doreve Nicholaeff TIMBERST AND LSL WEAVE CORNERS AND DT SCREW WOUTER Architect , Inc . 3.6'z9.6' 1.66E {; 6 TIMBER-LOK SCREWS, Any errors or discrepancies on the STANDARD t 2 ANGLE CLiP JOINT W/ �• drawings, shop drawings ip DIA. A325F BOLTS E WASHERS. - and details are to be 1 STANDARD ROOF �1',p _ � . PROVIDE FOR ANGLES SHOWN. SHOP EXTERIOR HEADERS; 3/2'X cr r, WELDING; USE FILLET WELDS. brought to the attention 8' W/ 4/2' CDX FLITCH of the architect before 5 D� C15 0 C15 C 5 �} C$ -1 TANDARD ROOF the work has UT p �Jri WH 4. 6 x9 W N R HEADERS, 3/2% c o m m e n c e d 11 5bE T 16 O/CAND ' a 8• W/ X FLITCHil 2X4 O • 16' O/C W/SEARING W4 BEARING WALL: Dimensions are t o b e 2 TOPE SINGLE O RF DE LE L O M T at e H E R S L 2X4 OR 2X6 • 46' O/ used and no drawings TTOM PLATES. SHEATH DOUBLE TOP E SINGLE I ONE SiDE W/ M11`41MUM 7/46' F1'OVE FP BOTTOM PLATES. SHEATH are t O b e scaled . STRUCTURAL WOOD PANEL A" ONE SEE W/ MINIMUM 7/46' (PLYWOOD/OSB) STRUCTURAL WOOD PANEL (PLYWOOD/OSB) PROVIDE PAiRS OF SiMPSON H2.6A FOR �, ._ .. -.. PR PAIRS OF LATE AM TiES G7� W12 72 FLUSH STEEL,BEAMna 31MPSO A CLiPS FOR -.. - ... _,� LATERAL B TIES G i t Y CONTINUOUS PIECE (2) 1.76' X 112b' 1.55E 46. O� >0• CONTINUOUS PE AMS: (2) 4.75' X 4425' 1.55E TiMBER3TRAND LS LOAD MEMBERS FOR q4 • '' 6�O TIMBERSTRAND L3L LOAD MEMBERS FOR TIGHTER RADIUS CONTINUALLY FASTEN W/ TIGHTER RAD0.13 AND C ALLY FASTEN W/ (3) ROWS OF /8' TRUS-LOK SCREWS • 42' Q �� N 44 T 410 • *' 0/ O.C.. BOTT OF TSL ■ TOP OF HEADER ■ &-1' p\ IN TALL ROW S L (3) ROWS of 3-6/8' TRUS-L SCREWS • 12' O.C.. BOTTOM OF TSL TOP ADER ■ 81-1" HLSAC ER PENT 31 44' Ji 11 • 16 O/C ie 31MP 11 TA36 TIES TO 31 E A D THRU 2 BA 3 BE ONO. PR 33 �.; BOL ED /443/2 DIA.29( 12LRIPPED TS TH ALL ABO'I a` �, ROCK G. P YW O WIL W STAGGERSPA D 4 O/ K 1 / J� ®M FASTEN DOUBL COLLECTOR BEG E3 BEA 3 O \1: P OV THE TIE O THE �j / FASTEN D COLLECTOR P iRS a soft \ '"> F 3 (N OR K D JOIST TO OUT31D LATE W/ JOIST TO 3 SIMPSON H44Z CONNFSCT�SPVE S Wx 3/8'� \ \ I' JOI T) L 3 �dl I SIMPSON H11Z EA D RODS iZE \ \ > 0% CONTINUOUS PIECE BEAMS: 2 4.76' 26' 4.56E \ �\ B TTOiN�WAS R nIIIINGIA g$ MC1 X10.I CHANNELS / o� / ��SHEATHING FOR WALL ABOVE CON PACE BEAMS: (2) 4.76' X 1125' 1.65E / ( ) 2X4 OR 2 6 • O/ X6 • 6 O W/ 11 3° CL1 ND BLOB 7(j t TiMBER3TR LSE. PRELOAD MEMBERS FOR TiMBERSTRAND LSL, PRELOAD ERS FOR \ LET P E i, h TIGHTER RADIUS AND GONTiNU FASTEN W/ \ T E ING BO OM BAG EN TIGHTER R AND CONTINUALLY FASTEN W/ p BEGINS ON THESE BEAMS OR M Pl1A p P TE SHE TH O 3 I p > ,.�� / q' INSTALL PAIRS OF SIMPSON (3) ROWS OF 3-6/W TRUS-L CREWS • 42' ��� \ \ �� 3 O FSC CONNECTORS W/ 3/8 /// (3) ROWS OF 3- TRU3-LOK SCREWS • 12 NE 1 r�O W MIN 7/ i! > # M THREADED RODS E OVERSIZE O.C., BOTTOM OF L ■ TOP OF HEADER ■ 81-P O.C.. BOTTOM OF TSL ■ T OF HEADER ■ 8'-1' \ \ \ \ \ 3t(RUC G�3 3T UC AL A. M f� / O u SEE NO #44 OR l� \� BOTTOM WASHER / \ \ \ \ (PL 00 OSB BOV CH EY LAB TAi S — • / \ / YJ4 49IF H I FRO!" •'"C �� // / v� / / ABO m a � � ( BEARING WALL: STA DA 1/4 2 A LE LiP e // � �Q 2X4 OR 2X6 • 46. O/C -} „ / A DOUBLE TOP E SINGLE JOII`I W/ /4' IA. Al26F LT P � -�� � F � v, �:-. \ SOT-TOM PLATES. SHI \ \ I 11 1 II i r II I SHO OP WELC VIDE INGR E 11 � '� / /// \ � O E SIDE W/ MINIMUM 7/46' \ \\ 2X4 R 2X • 16 O / / �� \� \\ 11 I I I I I I r I FILL T LD3 STRUCTURAL WOOD PANEL i \ DOUBLkE TO E s C� \ 1 1 1 I I r �i1; 1= a \. / \ ' \ BOTTOM / i \ \ 1 1 1 1 r II / / (PLYWOOD/OSB) \ BOTT PLA r; 1 I r �, \ \ SIDE / \ \\# II II I y ALIGN DOUBLE CEILING JOIST \ \ \ ST TU /l �� 11 r /� s ~` O W/ WALL BELOW. ATTACH \ \ \ (PLY l TO \ 1CATE T GUAG #�hl SIMPSON L370 REITO WALL. 4 SETS NFORCING w , \ \ \A 3'rEEi�, BEAM RANGE ' - ' k'!y NGLE3 (CJ TO TOP PLATE) HIPT1 - -• / ,Q � < / / \ 9 12X72 W/ 2 X 110' R T FIT IDE `� IS B AM A P S CA EI� \� `C�✓ X4 R 2X • 16 O/C TOP E ING M P ATE 1 H rrr \ NE iDE / iMUM /16' m \ r \ y TR TUR OSB) TiMB RST AND L L •T 555 6 O/C CEILING ACCESS. \\� C Nicholaeff \ \ \ 4E - R B 62 X 11. 6' T W 2. . P RAL *. B A > Architecture + Design AL LOCATION o i_ = = N \ \ \ DETERMINED 0 yq� _—— —_ _ — — — — \ SiTE `} 812 Main Street CAN-LEVERED, � Osterville, MA 02655 >� T 508 420 5298 CAN IL.EVERED DECK AREA. EXACT LOCATION T.B.D. ENG ER TO REVIEW / F 508 420 2240 a BEARING WALL: nicholaeff.com OTT M PUBLE LATES. SHEATH P 6 SINGLE COLLECTOR , / FASTEN DOUBLE ONE SIDE W/ MINIMUM 7/46' TO OUTSIDE PLATE W/ SIMPSON H41Z PLYWOOD/O S)UCTURAL PANEL I ® I 9 SAVE � a0 T. VARN;9�1 �\�� I ' PHI;SH.. K ® MECHA BEARING " 2X4 OR 2X6 • 46' O/C W/ DOUBLE TO E SINGLE r l \ BOTTOM PL TES. SHEATH / ,r "G e�4` ONE SiDE W MINIMUM 7/4V FSSIONAI 'k STRUCTURA WOOD PANEL PLYWOOD/O3B) HEADER AND BEAM SCHEDULECI) 3o n,�Y �oB MARK SIZE MARK SIZE / L-1 (2) (2) 2x6 W/ 1/2"CDX PL, L-11 (2) (3) 2 x 6 \ / L-3 (2) (2) 2x10 W/ 1/2"CDX PL, L-12 «� (3) 2 x 8 L-3A (1) 2x12 L-13 (2) (3) 2 x 10 L-4 (3) (2) 2x12 W/ 1/2"CDX PL, L-14 (3) (3) 2 x 12 PROJECT NUMBER: SLD01 L-5 (3) (2) 1.75" x 9,5" LVL L-15 (3) (3) 1 3/4" x 9 1/2" LVL L-6 (3) (2) 1,75" x 11,875" LVL L-16 (3) (3) 1 3/4" x 11 7/8" LVL L-7 (1) 1.75" x 14" LVL L-17 (4) (3) 1 3/4" x 14" LVL / DRAWN BY: DN, DV L-8 (4) (2) 1,75" x 14" LVL L-9 (1) 1,75" X 14" 1.55E TIMBERSTRAND LSL L-10 (1) 1.25" X 14" TIMBERSTRAND LSL RIM WALL SHEATHING SCHEDULE " " " SCALE: AS NOTED L-13 STANDARD HEADERS! (3) 2 x10 W/ 1/2 CDX „ „ SHEATHING NAILING REQUIREMENTS REMARK 1,55E TIMBERSTRAND LSL L 22 (1) 1,75 x 11,875 N DATE: MAY 30, 2008 L-23 3,5" X 7,5" 1.55E TJ-W TIMBERSTRAND LSL EXTERIOR WALLS COLUMN SCHEDULE L-24 3,5" X 14" 2.0E PARALLAM PSL 1/2" APA 6d COMMON NAILS - 6" o,c, EDGES AND MARK SIZE MARK SIZE L-25 3,5" X 9,5" 1.55E TIMBERSTRAND LSL CDX PLY 12" o,c, INTERMEDIATE, BLOCK ALL J❑INTS ALL J❑INTS BLOCKED C1 4X6 P,T, POST CIA 4X4 POST D❑UG-FIR Q MIS(, REVISI❑NS 5/19/08 L-26 3,5" X 11,875" 1,55E TJ-W TIMBERSTRAND LSL INTERIOR BEARING WALLS c2 (2) 2x6 c2A (2) 2x4 E MIS(, REVISI❑NS 5/29/08 L-27 5,25" X 9,5" 2.0E PARALLAM PSL 1/2" GYP. 6d x 1-7/8" COOLER NAILS - 4" ❑,C, MAX @ 1ST FLOOR ONLY L-28 5,25" X 11,875" 2,0E PARALLAM PSL EACH SIDE C3 (3) 2X6 C3A (3) 2X4 L-29 5,25" X 14" 2,❑E PARALLAM PSL 1/2" GYP. 6d x 1-7/8" COOLER NAILS -7" ❑,C, MAX OR ALL FLOORS ABOVE C4 CORNER PILASTER; 3/ 2"x6" KING STUDS SET IN WALL C❑NSTRUCTI❑N y L-30 (2) 1,75" x 11.875' 1.55E TJ-W TIMBERSTRAND LSL EACH SIDE NO, x 1-1/4" TAPERED SCREWS @ 12' ❑,C, FIRST C4A CORNER PILASTER: 3/ 2"x4" KING STUDS SET IN WALL C❑NSTRUCTI❑N s L-31 (3) 1,25" x 11.875" 1.3E TJ-W RIMB❑ARD LSL L-32 (2) 1.75" x 11,875" 2,0E P,T, PARALLAM C7(5) TS 3/16"X 3"X 3" ASTM GRADE A-500 W/ MIN FY = 46 KSI L-33 3,5" X 14" 1.55E TIMBERSTRAND LSL JACK SCHEDULE (EXTERIOR BEARING WALLS) C8(5) TS 1/4"X 4"X 4" ASTM GRADE A-500 W/ MIN FY = 46 KSI N❑TESj OPENING ROOF ABOVE ROOF & 1 FLR ROOF & 2 FLRS 1, SEE STRUCTURAL NOTES FOR REQUIRED WOOD SPECIES AND GRADE, C9 TS 1/4'X 4"X 6" ASTM GRADE A-500 W/ MIN FY = 46 KSI 2, NAIL EACH PLY OF MULTIPLE MEMBER HEADERS W/ (2) ROWS UP TO 3'-0" 1 J & 1 S 1 J & 1 S 1 J & 1 S C10(6) ITS 1/4"X 5"X 5" ASTM GRADE A-500 W/ MIN FY = 46 KSI SIMPSON TIE SCHEDULE 12d NAILS @ 12" O.C. U,N,❑, 3'-0" TO 6'-0" 2 J & 1 S 2 J & 1 S 2 J & 1 S 3, NAIL EACH PLY OF MULTIPLE MEMBER HEADERS W/ (3) ROWS 6-0" TO 9'-0" 2 J & 1 S 2 J & 1 S 2 J & 2 S C11 1,75" X 5,5" LSL STUD KING W/ SPF JACKS TITLE: L❑CATI❑N SIMPS❑N TIE DESIGNATI❑N 12d NAILS @ 12" O.C. U.N.O. C12(4) 3,5" X 3,5" 1,8E PARALLAM PSL COLUMN 4, GLUE & NAIL EACH PLY OF MULTIPLE MEMBER HEADERS W/ (4) ROWS JACK SCHEDULE (INTERIOR BEARING WALLS) ROOF RAFTER TO RIDGE BEAM LU210 HANGER THIRD FLOOR 12d NAILS @ 12" ❑,C, U,N,❑, C13 3,5" X 5,25" 1,8E PARALLAM PSL COLUMN FRAMING PLAN 5, BOLT MULTIPLE LVL HEADERS FOR SIDE LOADED C❑NDITI❑NS PER OPENING 1 FLOOR ABOVE 2 FLOORS ABOVE MANUFACTURERS REQUIREMENTS, U.N.O. UP T❑ 3'-0" 1 J & 1 S 1 J & 1 S C14 5,25" X 7" 1.8E PARALLAM PSL COLUMN ROOF RAFTER TO HIP BEAM LS90 CLIP- I PER EACH SIDE 6, PRE-ENGINEERED COMPONENT HEADERS MAY BY SUBSTITUTED FOR THE 3'-0" TO 6'-0" 2 J & 1 S 2 J & 1 S C15 TS 2"X6"X1/4" DOUBLE RAFTER TO RIDGE BEAM OR HIP BEAM LU210 -2 HANGER j HEADERS SHOWN. THE CONTRACTOR SHALL SUBMIT SIGNED & SEALED 6'-0" TO 9'-0" 2 J & 1 S 2 J & 2 S SHOP DRAWINGS TO THE S,E,R, FOR APPROVAL PRI❑R TO FABRICATI❑N. WHERE J-JACK UNDER HEADER C20 1,75"X5,5" TIMBERSTRAND TSL KING STUDS ROOF RAFTER/TRUSS TO TOP PLATE H-8 7, PR❑VIDE 1/2" PLYWOOD SHIM B'TWN EA. PLY OF 2x HEADERS S=STUD NAILED TO JACK AL❑NGSIDE OF JACK 1. ALL COLUMNS ARE TO BE SPF STUD GRADE OR BETTER U.N.O. (EXCEPT @ EXTERI❑R BALCONY BEAMS). MATCH DEPTH OF HEADER, N❑TES1 2. ALL BUILT UP COLUMNS TO BE NAILED WITH 16d © 8" O.C. TOP PLATE T❑ TOP ❑F 2ND FLOOR STUD SP-2 8, ONE PIECE PARALLAM (PSL) BEAMS OF EQUAL WIDTH MAY BE 1, ALL JACKS & STUDS ARE ASSUMED TO BE 2x4 SPF-#2 3. STEEL COLUMNS TO BE MANUF. TO ASTM A513. SUBSTITUTED FOR MULTIPLE LVL BEAMS, GRADE OR BETTER, 4. PROVIDE OPPOSING PAIRS SIMPSON LCE4 POST CAPS ® TOP & BOTTOM. 2ND FLOOR STUD T❑ 1ST FLOOR STUD CS22x28" LONG 9, ALL WOOD BEAMS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, 2, ALL JACKS & STUDS TO BE NAILED W/ 16d NAILS @ 8"❑,C, 5. PROVIDE 3/8"X5"X5" TOP & BOTTOM PLATES. WELD ALL CONNECTIONS 1ST FLOOR STUD TO SILL PLATE SP-1 ■ SEE STRUCTURAL NOTE 5D, 6, PROVIDE 3 8"X6"X6" TOP & 5 8"X8"X12" BOTTOM PLATES. I THIRD FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" 1 I ! ! { r ROOF FRAMING NOTES S E L L D O R F F 4. ALL ROOF FRAMING MEMBERS TO BE 2X10 KO SPF #2 WOOD RAFTERS ® 16" O.C. 14. RADIAL HEADER BEAM: (3) EA. 4.25' X 44.875' 4.3E TJ-W RIM BOARD LSL RUN AROUND �,- MAX. U.N.O. EACH SPAN. GLUE AND FASTEN W/ (3) ROWS OF 3- ' TRUSS-LOK SCREWS ® 46" O.C. [� 2. ALL ROOF CEILING JOISTS SHALL BE 2X10 KID SPF #2 0 46" O.C. W/ DOUBLERS ® ALLOW NO BUTT JOINTS CLOSER THAN 4'-O" ON OFF-SETTING PLYS. 1 „ REVERSE FRAMING. SEE DRAWING 8-4 FOR CEILING JOIST FRAMING PLAN. 12. RAFTER TRIMMERS/HEADER: (2) 2X40 W/ �" CDX FLITCH GLUED AND NAILED. , .1'02,-BLUFF POINT DRIVE', 3. STANDARD HIP, RIDGE, AND VALLEY MEMBERS TO BE 2X42 KO SPF #2 U.N.O. - - 43. FLAT HIGH CEILING HEADER: 5.25"x1l.875" 2.OE PSL, TAPER ENDS FOR GOTU�IT, MA 02635 4. PROVIDE ONE SIMPSON H2.5 (OR EQUIVALENT) HURRICANE CLIP ® EACH BEARING. CONNECT RAFTERS W/ SIMPSON LUS28 HANGERS USING FLUSH RAFTER/TOP PLATE BEARING POINT U.N.O. ` SEAT CUT 5. INTERIOR BEARING WALLS TO BE 2X4 OR 2X6 SPF #2 0 46" O.C. W/ DOUBLE TOP SINGLE BOTTOM PLATES. AT OPENINGS, USE INFILL HEADERS: (2) 2X40 W/ " CDX 14. ELLIPTICAL BARREL VAULT RAFTERS: (2) LAYERS OF CDX PLYWOOD GLUED FLITCH PLATE. AND NAILED TO FORM 1-2" WIDE SPANNING MEMBERS. GUT FROM 40-0" PLYWOOD STOCK. THESE WILL "WALK-OUT" AS THEY RISE ALONG THE DOUBLE 2X40 TRIMMER 5. INTERIOR BEARING WALLS TO BE 2X4 OR 2X6 SPF #2 0 46' O.C. W/ DOUBLE TOP RAFTERS. - _ - - SINGLE BOTTOM PLATES. AT OPENINGS, USE INFILL HEADERS: (2) 2X40 W/ " COX 15. CONTINUOUS CURVED HEADER: (3) EACH 4.25' X 9.5" 1.3E TJ-W RIM BOARD LSL. GLUE FLITCH PLATE. AND NAIL W/ (3) ROWS 16D 0 42' O.G. 6 � 5A. CHIMNEY BEARING WALLS 0 FIREPLACE: STEEL STUDS # 46' O.G. FOR TIGHT FIT. 46. CIRCULAR RING SECTION: (8) LAYERS OF X APPROX. 9.5' DEEP (V.I.F.) U.L. GRADE ' x 6' LAG BOLTS 6. ALL INTERIOR NON-BEARING WALLS SHALL BE 2X4 OR 2X6 STUD GRADE ® 16" O.C. PLYWOOD W/ SOLID CORE VENEERS GUT FROM 42'-0" STOCK. USE WEST SYSTEM GLUE AND FABRICATE SO THAT BUTT JOINT OFFSETS ARE NO CLOSER THAN 2'-O" ' 7. EXTERIOR ROOF SHEATHING SHALL BE �' CDX PLYWOOD W/ CLIPS. ATTACH ROOF RING TO BE CONTINUOUS STEEL TO STEEL. SHEATHING PER A.P.A. REGULATIONS. 47. OVERFRAME: 4X6 NAILING LEDGER OVER ROOF SHEATHING BELOW. INFIL 2X6 SPF 8. RADIAL RIDGE BEAM: (6) LAYERS t X 14.875" U.L. GRADE PLYWOOD CUT FROM 12'-O" RAFTERS • 46' O.C. GENERAL NOTES: HIP/RIDGE CONNECTOR: STOCK. USE WEST SYSTEM GLUE AND INSTALL (3) ROWS 2 SCREWS 0 42 O.G. ALLOW ; SET HIP RAFTERS IN SIMP30M NO BUTT JOINTS CLOSER THAN 2'-0' ON OFF-SETTING PLYS. 48. STIFF CORNERS: INSTALL ' CDX PLYWOOD VERTICALLY AND PROVIDE SOLID r '- Lssu426 HANGERS NAILED To BLOCKING BEHIND HORIZONTAL BUTT JOINTS. NAIL BOUNDARIES W/ 8D RING-SHANK # 4' The drawing and all of 2 LAYERS OF t CDX ACROSS 9. RIDGE BEAM: 4.75" X 41.875" 4.55E TJ-W TIMBERSTRAND LSL RUN CONTINUOUS. FACE OF RIDGE BEAM. FASTEN O.C.OG the ideas, arrangements, RIDGE TO PLYWOOD NAILING ATTACH 2X40 RAFTERS W/ SIMPSON LUS210 FACE HANGERS. TRIM-CUT SLOT IN designs s i n s and plans GUSSET W/ HY3442 HANGER. BOTTOM OF RAFTERS FOR TIGHT FIT IN HANGERS. RUN SIMPSON LSTA48 STRAP TIES 49. FLAT ROOF RAFTERS: 2x10 KID SPF 016 O.C. g p ACROSS RIDGE TOP. indicated thereon or represented thereby are 10. RADIAL RIDGE BEAM: (2) EA. 1.75" X 44.875" 1.55E TJ-W TIMBERSTRAND LSL RUN 20. INSTALL L3A MEMBERS, THEN INSTALL LVL PLYS. SPIKE ASSEMBLY, THEN FASTEN p y LVL PLYS TO RIDGE W/ (8) EA. 8" TIMBER-LOK SCREWS (STAGGER 2 COLUMNS OF 4). owned by and remain AROUND EACH SPAN. GLUE AND FASTEN W/ (3) ROWS OF 3-t TRUSS-LOK SCREWS 0 the property of Doreve DETAIL SCALE: 'f 1/2" _ 'f'-O" 2 DETAIL SCALE: 'f 'f/2" _ 'f'-O" 3 46' O.C. ALLOW NO BUTT JOINTS OVER THE MASTER BEDROOM CEILING. 24. RADIAL RING BEAM (COMBINED HEADER 9 ROOF TENSION RING): APPEARS THAT Nicholaeff, Architect inc. THERE IS ROOM FOR 9.5' DEEP HEADER AROUND ENTIRE PERIMETER. RING IS 42 Ni part thereof shall be LAYERS OF tX APPROX. 9.5" DEEP UL GRADE PLYWOOD W/ SOLID VENEER CORES. USE WEST SYSTEM GLUE AND FABRICATE SO THAT 3RD LAYER BUTT JOINT OFFSETS utilized by any person, ARE NO CLOSER THAN 2'-0". THS RING TO BE MADE CONTINUOUS. firm or corporation for f� any purpose: except with k specific written Doreve Nicholaeff permission of the firm TOP PLATES- TOP PLATES: Architect , I n c . CREATE TENSION RING W/ (3) CRATE TEN31ON RING W/ (3) A, 2X6 CONTINUOUS TOP EA. 2X6 CONTINUOUS TOP WALL PLATES TRIPLE LAPPED _ - - - - - - - - - - - - - - - - - - _ _ _ -�'_ WALL PLATES TRIPLE LAPPED A n y e r r O r s O r • CORNERS AND NAILED W/ (4) • CORNERS AND NAILED W/ (4) A. 46D NAILS EA. 460 NAILS discrepancies o n t h e r a drawings, shop drawings HIP/RIDGE CONNECTOR: I ®� ' SEE DETAIL 3/54A THIS PAGE SET HIP RAFTERS IN SIMPSON FOR RIDGE CONNECTION L33U425 HANGERS NAILED TO x3.%3. DRIL TWO ' HOLES and details a r e t o b e DETAIL brought to the attention �° > 2 LAYERS OF t CDX ACROSS TOP 6 SOTT M TO RELIEVE of the architect before " FACE OF RIDGE BEAM. FASTEN I PAIRS OF 3t TRUS-LOK SCREWS. t h e w o r k h a s RIDGE TO PLYWOOD NAIL GUSSET W/ HYs442 ' ANCHOR KING STUDS TO HEADER I C o m m e n c e d Cl W/ PAIRS OF SIMPSON LSTA48 I : j 2X4 O 6' O/G W/ STRAPS. Dimensions are to be O OF E SINGLE EA C44 U C? 2X4 OR 2X6 • 46' used and n O drawings OM PLATES. SHEATH DOUBLE TOP E SINGLE I ONE SOE W/ MINIMUM 7/46' BOTTOM PLATES. SHATH are to be scaled . STRUCTURAL WOOD PANEL qy� ONE 305 W/ MINIMUM 7/46' (PLYWOOD/OSB) ) 4.7 x44.8 ' 4.6 TS STRUCTURAL WOOD PANEL ¢,A (PLYW D/OSB) ^.O C11 II CONTINUOUS PIECE BE 4.75' X 44.25' 4.66E �l/ i i C,ONTIN000S P MS: (2) 4.76' X 44.26' 4.66E TIMBER3TRAND LS OAD MEMBERS FOR `� I I TIMBERSTRAND Ls LOAD MEMBERS FOR TIGHTER RADIUS CONTINUALLY FASTEN / RID S AM Ori GTI : S P30 HU3 42 (3) ROWS OF ' TRUS-LOK SCREWS • 42 4 f I I (3) ROWS of 3-b/8' TRUE- SCREWS • 42' TIGHTER RADIUS AND ALLY FASTEN W/ 4 t O.C.. BOTT F T3L ■ TOP OF HEADER ■ 8'-f' H• I (2) 4.76' 4.87 4.5 TS j /� /O.C. BOTTOM OF TSL ■ TO ADER ■ 81-4' • 0 k � +r �4 SUPPORT JACK POSTS; WxW #2 OR BTR v �' 7TiI g SUPPORT JACK POSTS; 4'x6' #2 OR BTR HEM-FIR SOLID STICK. AT FRONT FULLY l HEM-FIR SOLID STICK. AT FRONT FULLY I n SHEATH W/ 3TORMGUARD PANEL. ADD SHEATH W/ 3TORMGUARD PANEL, ADD "k LSTA24 STRAPS TO REAR SIDE (BEAM �" ' ti LSTA24 STRAPS TO REAR SOB (BEAM TO JACK) AT ALL OPENINGS. NAIL \ NOT N W X48 / 2'X W T P NA 11`IG LEE ER. LT TO I ON CT: O JACK) AT ALL OPENINGS. NAIL ' OVERLAY SPLICE OF PLYWOOD TO INFI 2/ TOP F NGE W/ 4 2' DI BO TS 3 A R 3 ACEDg ry 40 3 n / PLAY SPLICE OF PLYWOOD TO BEAM W/ 8D • 3' O.C. E.W. TO ' EX O/C PR VIDE FULL PEN RA ri LD T } B W/ 8D • 3 O.G. E.W. SUP RT � - G BR K. 1NF RG JOIN W/ /4' P ATE CONTINUOUS PIECE BEAMS: (2) 4,761 14,555 2X OR b • ' O/ A NRY. E �j` A D IIM ALL 31MP ON A SOLED) LOG TO I S �[/ / CON PIECE BEAMS: (2) 4.75' X 44.25' 4.66E tT IMP ri 4 Z R 1ST '• 8" �G. '< TIMBERSTRAND LSL. PRELOAD M RS FOR LE p ;� ,I tlo ) / TIMBERS D LSL. PRELOAD MEMBERS FOR r.p TIGHTER RADIUS AND CONTINU FASTEN W/ M P AT SH TH A R3 �' UP D G NNE T10N AND (3) ROWS OF 3-6/8' TRUS-LO REW3 • 42' NE 46' ' 3 TIGHTER ROWS ROF An TR ONTIMU L.LYSCR FASTEN S • W/ ' 3 RUG L W PA L % r _ AR ND P IRS S PSO -- ------ / O.C.. BOTTOM L ■ 6 nMBE -LO SCR WS OR TOP OF HEADER 8 O.C. BOTTOM OF TSL ■ T F HEADER ■ 8-4 '-4• SH TOP CONNECTION: DRILL BOTTOM 6 H4 CLIP FO PUL OUT Z� �1j' \ FLANGE OF W40 SM. W/ 1EA, J1 D1A. HOLES. DRILL TSL BEAM AND INSTALL AIR OF ?x6' LAG BOLTS. P �6.*^ L GO O G ( 4 ' 4.6 TJ- TIM ERS A C N \tip P IRS IMPS N A 1! __.T__ „ R T PO s• D TTO 2 0LA 4 Sm3 C ATH ATCH ROOF PREPARE BM. END SUPPORT JACK POSTS; 4'x6' #2 OR BTR � OF SLOPE, STIFFEN. HEM-FIR SOLO STICK. AT FRONT FULLY \ T SHEATH W/ STORMGUARD PANEL. ADD P T P / NNE MP NE MIN 7/4 2 W40 W/ 2'X 40' RIPPED TO FIT 31DE LSTA24 STRAPS TO REAR SOB (BEAM 2X4 R 2X • 46 O / ---- ---- - - ---- ----- ------ --- s �-i , / A 3 IMP N L 4 PO T /7 LEOG AND THRU BOLTED W/ 4/2 D1A. TO JACK) AT ALL OPENINGS. NAIL OUS T E LE RID T POT 8; OVERLAY SPLICE OF PLYWOOD TO T7 PLEA EAT CON C ri3: ! V r 3TR TUR D RA g1 2` ' OR P IRS 31M SON QQ /Qgg BOLTS GOER SPACED 46. O/C., � D (89 4 4' 4 LT LAT �' T 2 T 3T PS. �� SOLO BL TO ROOF JOISTS • 6' O.C. BEAM W/ 8D • 3' O.C. E.W. O 3 IMU 7/46 AIRS 31MP GE4 O N c n E b/ D1A OT EOM N. O B S1M. ION O is :10 T B.O.S. ■ 74 3 CTU L W OD NE PS 3 P3 T3 ST B� TO BEA G R / W LLB OW. A H ' (PLY D 3B) 3 AP V SUPPORT JAC 3T3; 4 x6 #Z OR BTR I P GKED STL. EA TO ALL SET r�/ O M3 ON 70 F C \ °:� HEM-FIR SOLID K AT FRONT FULLY ^� / SHEATH W/ STOR RD PANEL. ADD V "" GLE (CJ T OP LA - s/ LSTA24 STRAPS TO R SIDE (BEAM \ --_- -- X TO JACK) AT ALL O S. NAIL OVERLAY SPLICE OF P OOD TO 4) 4.7 C�44.8 5�3HEM R LID TIC F\F4 Ix , / g EAM W/ 8D • 3 O.C. E. G -__- - 3 DS. RAN BEA �= { SAVE IN AL TO PO T /s`j��n0 l,� (�,�®' CORNER POSTS: Wx6' #2 OR BTR D-FIR *' STANDARD ROOF EXTERIOR RILL AND STA 2 < HOUSED IN 2'x6' STUDS, FILL CAVITY .}' HEADERS: 3/2% 8' W/ 4/2' RAT R A 6' LAG OLT POCKET W/ RIGID BOARD INSULATION. ^ ^ CDX FLITCH W/ PP D x EXTEND PLYWOOD 3HEATING TO O P D. ED ia , K PAN CAPTURE TOP DOUBLE LSL PLATE. 2 �� ANEL T) 2X4 OBEARR 2X6 • 46' O/C W MATCH T . 11YT �� � T UNL R31D OF � �i� �/� F CORNER POSTS: 4'x6' #2 OR BTR D-FIR PL O D DOUBLE TOP 8 SINGLE V sH HIND. DOORS to ® RIDGE TO POST HOUSED IN 2'x6' STUDS. FILL CAVITY WEAVE CORNERS E SCREW HM T C BOTTOM PLATES. SHEATH 3CA G1RC R i s OUTER BUTT JOINT W/ (4) BA. PH ONE SIDE W/ MINIMUM 7/4W RIN AND AST TH ' / ,�' CONNECTIONS; PA OF POCKET PL RIGID BOARD INSULATION. '4 .� S �/ � SIMPSON LCE4 T CAPS EXTEND PLYWOOD SHEATING TO 6' TIMBER-LOK SCREWS I r gb 7 \ /035) ? BOCK m / ,�,. i OR PAIRS OF 30N T322 CAPTURE TOP DOUBLE LSL PLATE. TWIST 3TRA BOTTOM � BARING L3 OR PACKED . 2x RI 2 STEEL MS. Nicholaeff ' T Architecture + Design ,( t "P TE \ t r S 812 Main Street Osterville, MA 02655 G T 508 420 5298 HEADER BEAMS: i o \ � G2 BADE H42Z--\ R: C2 / s` y� (�' \ \ F 508 420 2240 SOLID 3.5' X 44 26' 4.66E TJ-W \ P N L / � �; v TD. 4• NGTIMBERSTRAND MEMBER RUN CE OUCLIP MT ' BFeQlrye_ WALL_ nicholaeff.conn CONTINUOUS _ _._ C \ �,y�°�. D1A 328E ITS (� 2X4 OR 2X6 • 4W O/C W/ DOUBLE TOP E SINGLE BOTTOM PLATES. SHEATH E OT # � • / 'c SHO . SHOP ONE SIDE W/ MINIMUM 7/46' 7"-5 g Z'S1. WE ING; STRUCTURAL WOOD PANEL Rp M i F1 T W DS. (PLYWOOD/OSB) Z40 HIGH RAFTER TIES; 4'x8' END BEAM CONNECTION: ROUGH SPRUCE • 46' O.G. SIMPSON U440 .y p RIPPED T/ FIT SIDE Z7 PS OF SIMPSON LCE4 QO 1'O a �.AN� SEE RIDGE TO POST CONN: �3 9 LEDGER AND THRU POST CAPS OR PAIRS OF BOLT W/ t D1A. SIMPSON T322 TWIST -" I0'-4'54 Ts BOLT STAGGER STRAPS.FLAT CEILING 2X40 KD SPF •6�O.0 HURRIGANETS:--i PROVIDE AIRS STRAPSPFOR BEAM \ GLUED AND SCREW GUT FOR ARC. 3P O BLC KO TO TO WALL TIS + OVERFRAME BARREL, W/ COMMON RIDGE TO 7 G CNfyN�I: JOISTS • 6' O.G. T. VAR�7i.M RAFTERS UP TO H1 DORMER WALL. PAIRS OF 31M L , PHILBROOK 12`�4Vj ST CAPS OR PA o t SEE NOTE #24 v: P TWI.IT / SEE NOTE *46 No A06 0 � 2X4 OR 2X6 • 46' O/ W/ STRAPS. W4OX47 W/ 2 X 40 RIPPED TO \ DOUBLET SING FIT SOB LEDGER$ AND THRU S/t�f�Q�f 'yam ONE SIDE W/ MIN 7/46' / BOLTED W/ 4/2' D1A. BOLTS S \ STRUCTURAL WOOD PANEL STAGGER SPACED 46 O/C HEADER AND BEAM SCHEDULE"' \ (PLYWOOD/osB) 4XWSOLO #2 OR BTR HEM-FIR � SOLO STICK W/ 2'X 6' SISTER t�,�^ / WALL TO SENT SEA W40 3D ,vy � MARK SIZE MARK SIZE \ i BEAM DIRECTLY. DRILL AND L-1 (2) (2) 2x6 W/ 1/2"CDX PL L-11 (2) (3) 2 x 6 \ I INSTALL 2 A 8' LAG BOLTS. L-3 (2) (2) 2x10 W/ 1/2"CDX PL, L-12 (2) (3) 2 x 8 L-3A (1) 2x12 L-13 (2) (3) 2 x 10 L-4 (3) (2) 2x12 W/ 1/2"CDX PL, L-14 (3) (3) 2 x 12 ` \ L-5 (3) (2) 1,75" x 9,5" LVL L-15 (3) (3) 1 3/4' x 9 1/2" LVL / PROJECT NUMBER: SLD01 L 6 (3) (2) 1,75" x 11,875" LVL L-16 (3) (3) 1 3/4" x 11 7/8' LVL \ L-7 (1) 1,75" x 14" LVL L-17 (4) (3) 1 3/4' x 14" LVL \ \ L-8 (4) (2) 1,75" x 14' LVL / DRAWN BY: DIN, DV L-9 (1) 1,75" X 14" 1,55E TIMBERSTRAND LSL L-10 (1) 1.25" X 14" TIMBERSTRAND LSL RIM WALL SHEATHING SCHEDULE \ / SCALE: AS NOTED L-13 STANDARD HEADERS1 (3) 2"x10" W/ 1/2" CDX L-22 (1) 1,75' x 11,875" 1,55E TIMBERSTRAND LSL SHEATHING NAILING REQUIREMENTS REMARK L-23 3.5" X 7,5" 1,55E TJ-W TIMBERSTRAND LSL EXTERIOR WALLS COLUMN SCHEDULE DATE: MAY 30, 2008 L-24 3,5" X 14" 2,0E PARALLAM PSL 1/2" APA 6d COMMON NAILS - 6" o,c, EDGES AND MARK SIZE MARK SIZE / L-25 3,5" X 9.5" 1.55E TIMBERSTRAND LSL CDX PLY 12' o,c, INTERMEDIATE. BLOCK ALL J❑INTS ALL J❑INTS BLOCKED C1 4X6 P,T, POST CIA 4X4 POST D❑UG-FIR L-26 3,5" X 11,875" 1,55E TJ-W TIMBERSTRAND LSL MIS(, REVISIONS 5/19/08 INTERIOR BEARING WALLS C2 c2) 2x6 c2A c2) 2x4 MISC, REVISIONS 5/29/08 L-27 5,25" X 9.5" 2,0E PARALLAM PSL 1/2" GYP, 6d x 1-7/8" COOLER NAILS - 4" O.C. MAX @ 1ST FLOOR ONLY L-28 5,25" X 11.875' 2,0E PARALLAM PSL C3 (3) 2X6 C3A (3) 2X4 EACH SIDE L-29 5,25" X 14" 2,❑E PARALLAM PSL 1/2" GYP, 6d x 1-7/8" COOLER NAILS -7" ❑,C, MAX OR ALL FLOORS ABOVE C4 CORNER PILASTER: 3/ 2"x6" KING STUDS SET IN WALL C❑NSTRUCTI❑N , L-30 (2) 1,75' x 11,875" 1,55E TJ-W TIMBERSTRAND LSL EACH SIDE NO, x 1-1/4" TAPERED SCREWS @ 12' O.C. FIRST L-31 (3) 1,25' x 11,875" 1.3E TJ-W RIMB❑ARD LSL C4A CORNER PILASTER. 3/ 2"x4" KING STUDS SET IN WALL C❑NSTRUCTI❑N / L-32 (2) 1,75" x 11,875" 2.0E P,T, PARALLAM C7(5) TS 3/16"X 3"X 3" ASTM GRADE A-500 W/ MIN FY = 46 KSI ' L-33 3,5" X 14" 1,55E TIMBERSTRAND LSL JACK SCHEDULE (EXTERIOR BEARING WALLS) C8(5) TS 1/4"X 4"X 4" ASTM GRADE A-500 W/ MIN FY = 46 KSI / NOTES, ❑PENING ROOF ABOVE ROOF & 1 FLR ROOF & 2 FLRS 1, SEE STRUCTURAL NOTES FOR REQUIRED WOOD SPECIES AND GRADE, C9 TS 1/4'X 4"X 6" ASTM GRADE A-500 W/ MIN FY = 46 KSI 2, NAIL EACH PLY OF MULTIPLE MEMBER HEADERS W/ (2) ROWS UP TO 3'-0" 1 J & 1 S 1 J & 1 S 1 J & 1 S C1006) TS 1/4"X 5"X 5" ASTM GRADE A-500 W/ MIN FY = 46 KSI SIMPSON TIE SCHEDULE 12d NAILS @ 12" ❑,C, U,N,❑. 3'-0" TO 6'-0" 2 J & 1 S 2 J & 1 S 2 J & 1 S 3, NAIL EACH PLY OF MULTIPLE MEMBER HEADERS W/ (3) ROWS 6-0' TO 9'-0" 2 J & 1 S 2 J & 1 S 2 J & 2 S C11 1,75" X 5,5" LSL STUD KING W/ SPF JACKS TITLE: 12d NAILS @ 12" ❑,C, U.N.❑, (4) " " LOCATION SIMPSON TIE DESIGNATION 4, GLUE & NAIL EACH PLY OF MULTIPLE MEMBER HEADERS W/ (4) ROWS JACK SCHEDULE (INTERIOR BEARING WALLS) C12 3,5 X 3,5 1,8E PARALLAM PSL COLUMN ROOF FRAMING PLAN 12d NAILS @ 12" ❑,C, U,N.❑, C13 , 3,5" X 5.25" 1,8E PARALLAM PSL COLUMN ROOF RAFTER T❑ RIDGE BEAM LU210 HANGER 5, BOLT MULTIPLE LVL HEADERS FOR SIDE LOADED C❑NDITI❑NS PER OPENING 1 FLOOR ABOVE 2 FLOORS ABOVE MANUFACTURERS REQUIREMENTS, U,N,❑. UP T❑ 3'-0" 1 J & 1 S 1 J & 1 S C14 5,25" X 7" 1,8E PARALLAM PSL COLUMN ROOF RAFTER TO HIP BEAM LS90 CLIP- I PER EACH SIDE 3'-0" TO 6'-0" 2 J & 1 S 2 J & 1 S 6, PRE-ENGINEERED COMPONENT HEADERS MAY BY SUBSTITUTED FOR THE C15 TS 2"X6"Xl/4" DOUBLE RAFTER TO RIDGE BEAM OR HIP BEAM LU210 -2 HANGER HEADERS SHOWN. THE CONTRACTOR SHALL SUBMIT SIGNED & SEALED 6'-0" TO 9'-0" 2 J & 1 S 2 J & 2 S SHOP DRAWINGS TO THE S,E,R, FOR APPROVAL PRI❑R TO FABRICATI❑N, C20 1,75"X5,5" TIMBERSTRAND TSL KING STUDS WHERE J=JACK UNDER HEADER ROOF RAFTER/TRUSS TO TOP PLATE H-8 7, PR❑VIDE 1/2" PLYWOOD SHIM B'TWN EA. PLY OF 2x HEADERS S=STUD NAILED TO JACK AL❑NGSIDE OF JACK 1. ALL COLUMNS ARE TO BE SPF STUD GRADE OR BETTER U.N.O. (EXCEPT @ EXTERI❑R BALCONY BEAMS). MATCH DEPTH OF HEADER. NOTES " TOP PLATE T❑ TOP ❑F 2ND FLOOR STUD SP-2 8, ONE PIECE PARALLAM (PSL) BEAMS ❑F EQUAL WIDTH MAY BE L ALL JACKS & STUDS ARE ASSUMED TO BE 2x4 SPF-#2 2. ALL BUILT UP COLUMNS TO BE NAILED WITH 16d © 8 O.C. f 3. STEEL COLUMNS TO BE MANUF. TO ASTM A513. 2ND FLOOR STUD TO 1ST FLOOR STUD CS22x28" LONG SUBSTITUTED FOR MULTIPLE LVL BEAMS. GRADE OR BETTER, 4. PROVIDE OPPOSING PAIRS SIMPSON LCE4 POST CAPS ® TOP & BOTTOM. 9, ALL WOOD BEAMS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, 2, ALL JACKS & STUDS TO BE NAILED W/ 16d NAILS @ 8"❑,C, 5. PROVIDE 3/8"X5"X5" TOP & BOTTOM PLATES. WELD ALL CONNECTIONS SEE STRUCTURAL NOTE 5D, 6. PROVIDE 3 8"X6"X6" TOP & 5 8"X8"X12" BOTTOM PLATES. 1ST FLOOR STUD T❑ SILL PLATE SP-1 I ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1 - _ - - - SE L L D'O.),R F F01, RESIDENCES f 102 BLUFF,`POINT DRIVE I I COTUIT, MA 02635 r r, w1 „ K GARAGE SLAB: � 5-7' (PITCH TO DRAIN) NORMAL WEIGHT CONCRETE ON 1-1/2" 20 GA. GALVANIZED METAL LOK FLOOR i 1 4 COMPOSITE DECK W/ ONE LAYER OF 6x6 W2.1X2.1 WWF ON SLAB RIZERS (ALTERNATE DETAILS APPLY L 3/4" TIG PLYWOOD SUBFLOOR W 1F NO RADIANT HEAT 1N SLAB) _ K 3/4" TAG PLYWOOD SUBFLOOR SCREWED AND GLUED J SCREWED AND GLUED J Yz" EXPANSIVE TYPE WATERPROOF JOINT SEALER J 2X6 UNTREATED SECOND PLATE 2X6 UNTREATED SECOND PLATE 0 H 3/4" TSG PLYWOOD SUBFLOOR F PRESSURE TREATED 2X6 0 SCREWED AND GLUED PRESSURE TREATED 2X6 PRESSURE TREATED 2X6 PLATE OVER SILL SEALERPLATE OVER SILL SEALER PLATE OVER SILL SEALER " 1X4 MAHOGANY DECK PLANKS E - UDSET OVER 4' 1" BLUESTONE PAYERS - MUDSET OVER 4" GENERAL NOTES 1' BLUESTONE PAYERS - MUDSET OVER 4 W/ (3) COATS PENOFIN OIL AND 1 BLUESTONE PAVERS M CONC. SLAB. (SEE LANDSCAPE PLANS AND GONG. SLAB. (SEE LANDSCAPE PLANS AND GONG. SLAB. (SEE LANDSCAPE PLANS AND The drawing and all of STAINLESS STEEL FASTENERS the ideas, arrangements, SPECIFICATIONS) SPECIFICATIONS) SPECIFICATIONS) designs and plans TOP OF FIRST SUBFLOOR TOP OF FIRST SUBFLOOR TOP OF FIRST SUBFLOOR TOP OF FIRST SUBFLOOR r indicated thereon or I ' ELEV.= 32.0ELEV.= 32.0' ELEV.= 32.0 represented thereby are owned by and remain TOP OF FOUNDATION WALL "' TOP OF FOUNDATION WALL ``' "' TOP OF FOUNDATION WALL ``' the property of Doreve 16 OZ. L.C. COPPER CAP FLASH - ' ' ' Nicholaeff, Architect inc. ELEV.= 31 .69 x OVER DECK LEDGER CONTINUOUS ° ELEV.= 31 .69 x ELEV.= 31 .69 x No part thereof shall be Q N� N� II Q PITCH ;o F r°D utilized by any person, f DECK FRAMING. SEE — ° t' `� L4 (1 f I I GRADE SLAB firm or corporation for STRUCTURAL DRAWING. ° .o SEE LANDSCAPE DWG d Q rn 0 any purpose: except with SHEATH THESE SECTIONS W/ y' PT q . I -- - - - _ _ $ I s p e c i f i c written 44 7/8" TJ1 # 16, O.C.7/8" TJ 016" O.G. PLYWOOD AND 30# FELT PAPER L permission of the firm TOP OF SHELF ° II TOP OF SHELF ° Doreve Nicholaeff TOP OF SHELF ii�i TOP OF FOUNDATION WALL Architect , I n c . ELEV.= 30.83' ��,,����\ �'I 4 ELEV.= 30.83' II X 5/8' D1A. x 18" ANCHOR BOLTS " ELEV.= 30.83 I, � ELEV.= 30.87 X x 4 I d Any errors or T�i� ' SPACED 0 6'-O" O.C. MAX. EXTENDING ;o #30 FELT PAPER OR EQUIVALENT ;o discrepancies on t h e #30 FELT PAPER OR EQUIVALENT �� ;p I FROM THE SILL PLATE DOWN TO AND MOISTURE BARRIOR. INSIDE FACE OF 1 4 b� MOISTURE BARRIOR. INSIDE FACE OF 'I', " g� drawings, shop drawings � ,' r LEDGE 8� (2) #5 BARS CONTINUOUS AT TOP noo ENGAGING THE HORIZ. WALL STEEL 1'-O' I LEDGE Q and d e t a i I s are to be °11 CONTINUOUS 4X6X5/16" STEEL ANGLE WET-SET #4 PROVIDE 2"X 4' PT SYP SILL PLATE. °1I brought to the attention PROVIDE 2'X 4" PT SYP SILL PLATE. °I( 5/8" DIA. X 42" ANCHOR BOLTS SPACED 1" " " " " BOLTED TO CONC. WALL W/ s H1LT1 ( EPDXY COATED FASTEN W/ 1/2 X 8 ANCHOR BOLTS 32' of the architect before FASTEN W/ 1/2 X 8 ANCHOR BOLTS 0 32' O.C. MAX. EXTENDING FROM THE I I EXPANS10n BOLTS ® 24" O.G. TACK I I I PULLDOWN BAR SPACED 6'-O" O/C t h e w o r k h a s SPACED 6'-0" O/C II SILL PLATE DOWN TO AND ENGAGING WELDED TO METAL DECK ® 18' O.C. LEA commenced TOP WALL DETAIL: ,1O„I I THE HOR1Z. WALL STEEL 1O"I TOP WALL DETAIL: ; ( I I TOP WALL DETAIL: 3 EA #5 TOP BARS 1 SET UP INTO ° STEM AS SHOWN. 1„ ° 31, (3) EA #5 TOP BARS, (1) SET UP INTO (3) EA #5 TOP BARS, (1) SET UP INTO I I Dimensions are to be AR HOWEVER ° O 32 0 2 STEM AS SHOWN. a ° OK O WET-SET TOP BAR HOWEVER AS SHOWN. ° OK TO WET SET TOP B used and no drawings OK TO WET-SET TOP BAR HOWEVER oil of THE I I are to be scaled . THE CORNERS MUST BE TIED. PROVIDE THE CORNERS MUST BE TIED. PROVIDE CLE R LE L1 5/8'x 48' ANCHOR BOLTS SPACED 4'-0' �` THE CORNERS MUST BE TIED. PROVIDE L1 1 5/8'x 48' ANCHOR BOLTS SPACED 4'-O" ° II Q GRADE (VARIES) a I1 ° 5/8"x 48' ANCHOR BOLTS SPACED 4'-0" II 32" o/c EXTENDING THROUGH SILL PLATE d o/c EXTENDING THROUGH SILL PLATE II ° Le / / /�/�/�/ / / II o/c EXTENDING THROUGH SILL PLATE CLE R ° a F a q ° #5 VERTICAL BARS AT 12" O/C 1 #5 VERTICAL BARS AT 12 O/C a II #5 VERTICAL BARS AT 12" O/C � � #5 VERTICAL BARS AT 12" O/C " i #5 HORIZONTAL BARS AT 42' O/C 0. 011 #5 HORIZONTAL BARS AT 42" O/C It #5 HORIZONTAL BARS AT 12" O/C oil ° #5 HORIZONTAL BARS AT 12" O/C 5 BELOW GRADE WATERPROOFING MEMBRANE BELOW GRADE WATERPROOFING MEMBRANE BELOW GRADE WATERPROOFING MEMBRANE ° Q II. BELOW GRADE WATERPROOFING MEMBRANE II ' II "RUB-R-WALL" OR SIMILAR RUS-R-WALL' OR SIMILAR II a I "RUB R-WALL' OR SIMILAR II BLOCK PILASTERS: BLOCK PILASTERS: . II 1" RIGID FOUNDATION INSULATION II 1" RIGID FOUNDATIOJN INSULATION II 6" CMU DRY LAID W/ CORES UP. SPACE EVERY ° II 6" CMU DRY LAID W/ CORES UP. SPACE EVERY ° "WARM DRY" OR EQUAL ° II BOARD - 'WARM it DRY" OR EQUAL a 6' APART OR AS SHOWN ON FOUNDATION PLAN 6' APART OR AS SHOWN ON FOUNDATION PLAN a II a °II TO RECEIVE MIX DURING PATIO SUB-SLAB o 1I TO RECEIVE MIX DURING PATIO SUB-SLAB ° II PLACEMENT FORMING UNREINFORCED SLAB II PLACEMENT FORMING UNREINFORCED SLAB °II II SUPPORT COLUMNS ALONG INSIDE EDGES a SUPPORT COLUMNS ALONG INSIDE EDGES II II ° ° II ° QI1 aII ° all ° II II ° Il a 11 ° °II ° oil ° II a OI1 II II ° II II I1 °1I a °II 'II Oil o11 oil ° IIa II IIa �� 11 II LI a I I ° II � a II ��� La II �-� a a o `5 a o a o ° ° ° o Oil II o II o a °II 0 a r a II all II all f l a a Oil Nicholaeff °11 011 o ° II 11 Architecture + Design II ° II ° a 812 Main Street °a II II Osterville, MA 02655 a T 508 420 5298 1I 11 II a 1I F 508 420 2240 11 �I Q ° II o �1 nicholaeff.com ° Oil ° �I ` II ° II ° II ° 11 < II ° II II 1 ' O/C a I #5 VERTICAL BARS AT 42" O/C ( #5 VERTICAL BARS AT 12' O/C #5 VERTICAL BARS AT 42' O/C #5 VERTICAL BARS AT 2 I a 4 #5 HORIZONTAL BARS AT 12" O/C a #5 HORIZONTAL BARS AT 12" O/C Ia #5 HORIZONTAL BARS AT 12" O/C21 ) #5 HORIZONTAL BARS AT 12" O/C °1LIa �F S i 4' CONC. SLAB W/ 6X6-W1AXW1.4 4" CONC. SLAB W/ 6X6-W1.4XW1.4 4" CONC. SLAB W/ 6X6-W1.4XW4A W CONC. SLAB W/ 6X6-W1.4XW1.4 FOR W.W.F. OVER 6 MIL POLY FOR W.W.F. , OVER 6 MIL POLY a FOR W.W.F. , OVER 6 MIL POLY FOR W.W.F. , OVER 6 MIL POLY a a T. VARfNIUM Q VAPOR BARRIER a LLI VAPOR BARRIER I VAPOR BARRIER III VAPOR BARRIER a ° ° 4 I o 0690 t., N c�PHiLR 6 OFS BLOCK PILASTERS: a. BLOCK PILASTERS: II iA a III 0 I 8' CMU DRY LAID W/ CORES UP. SPACE EVERY OI� 8" CMU DRY LAID W/ CORES UP. SPACE EVERY OITE� ° I I I I 6' APART OR AS SHOWN ON FOUNDATION PLAN I I(, 31. 6' APART OR AS SHOWN ON FOUNDATION PLAN BELOW GRADE WATERPROOFING MEMBRANE I TO RECEIVE MIX DURING PATIO SUB-SLAB 2 TO RECEIVE MIX DURING PATIO SUBS AB a I 32 III "RUB-R-WALL" OR SIMILAR LEA PLACEMENT FORMING UNREINFORCED SLAB I CLE R PLACEMENT FORMING UNREINFORCED SLAB ® Ji �p SUPPORT COLUMNS ALONG INSIDE EDGES °. SUPPORT COLUMNS ALONG INSIDE EDGES LEA 30 �11IJ� Z0018 N " ( #5 L # 1 ' O.C. LAP VERT. II #5 DOWELS 0 42' O.G. LAP VERT. #5 DOWELS ® 12" O.G. LAP VERT. #5 DOWELS 0 12 O.C. LAP VERT. DOWELS 2 a BARS 3'-0" MIN. III BARS 3'-0' MIN. I BARS 3'-0' MIN. III° BARS 3'-O" MIN. 1/2" EXPANSION JOINT o 1/2' EXPANSION JOINT �I 1/2 EXPANSION JOINT 0 1/2 EXPANSION JOINT o��� I IIIII ✓��O °�� ° `C 1Q O IIIIIII BELOW GRADE WATERPROOFING MEMBRANE BELOW GRADE WATERPROOFING MEMBRANE BELOW GRADE WATERPROOFING MEMBRANE a "RUB-R-WALL" OR SIMILAR (I I(II() PROJECT NUMBER: SLD01"RUB-R-WALL" OR SIMILAR ° U °�w° a�UO" - UUo` Oo�0� OoFILTER FABR1 FILTER FABRIC ° °u oo� / O 00 ° a � 9Y OoOoOU O � H FILTER FABRIC GRAVEL °1 GRAVEL GRAVEL 9 GRAVEL 0 0 • 10 10• DRAWN BY: DN, DV (� �0 TOP 0 F SLAB oOOot/O�oo 00 �0000000� TOP 0 F SLAB o0-0 000 0000 0000 oC d TOP OF SLAB 0000 0�00` /00C TOP OF SLAB oOooUoOoo`JoOc ELEV.= 20.27' o 0 0 o a ELEV.= 20.27' o 0 0 o I ELEV.= 20.27' o o ELEV.= 20.27' o o scALE: As lvoTED FOOTING0 0 O II ° ° I O° O° TOP OF ° �o TOP OF FOOTING TOP OF FOOTING I ZD TOP OF FOOTING ZD ELEV.— 19.94' O oo O°o° o ELEV.= 19.94' o�O�o� o ELEV.= 19.94' �O o0�0 00�, ELEV.= 19.94' �O ooa0 0°�� DATE: MAY 30, 2ooa o °O� °� CONT. KEYWAY ) D CONT. KEYWAY D CONT. KEYWAY CONT. KEYWAY , 0 Oo 0 p I 6' DIA. CONTINUOUS 0 Oc 0 p (( 6" DIA. CONTINUOUS 0 Oo 0 C p b 6' DIA. CONTINUOUS 0 Oo °C p 1 0 6 D1A. coNTtnuous 1 p o I MISC REVISIONS 5/19/08 PERFORATED PVC DRAIN T p PERFORATED PVC DRAIN T 11 . p PERFORATED PVC DRAIN TIL p p PERFORATED PVC DRAIN T p p r MANIFOLD AND RUN TO I r MANIFOLD AND RUN TO �O0 0 MANIFOLD AND RUN TO 1 I MANIFOLD AND RUN TO OO N -Qi — `0 1 MISC, REVISIONS 5/2 9/0 8 CLEAR GRADE OO = �— CLEAR GRADE /OoOo — — — CLEAR GRADE OOOo = _ = J I CLEAR GRADE �0006 — o� o° Oo0 000 OoO� Oo0 Ooo�r o°n o ;r BOT OF FOOTINGROMo� °o o BOT OF FOOTING °o °oZ o BOT OF FOOTING °o� °o ° o BOT OF FOOTING ELEV.= 18.94' 6, 6, ELEV.= 18.94' 6, 6, ELEV.= 18.94' 6, 6, ELEV.= 18.94 6, 60 12"X20" STRIP FOOTING 12"X20" STRIP FOOTING 12"X20' STRIP FOOTING 12'X20" STRIP FOOTING W/ (3)- #5 BARS CONT. 2'-6" W/ (3)- #5 BARS CONT. 2'-6" W/ (3)- #5 BARS CONT. 2'-69 W/ (3)- #5 BARS CONT. 2'-6" (3) #5 BARS CONTINUOUS (3) #5 BARS CONTINUOUS (3) #5 BARS CONTINUOUS (3) #5 BARS CONTINUOUS NOTE: PROVIDE ALL HORIZONTAL WALL BARS W/ W/ 28' X 28' NOTE: PROVIDE ALL HORIZONTAL WALL BARS W/ W/ 28' X 28" NOTE: PROVIDE ALL HORIZONTAL WALL BARS W/ W/ 28" X 28" NOTE: PROVIDE ALL HORIZONTAL WALL BARS W/ W/ 28' X 28' DEDICATED CORNER BARS RUN BACK ALONG WALL BARS AND DEDICATED CORNER BARS RUN BACK ALONG WALL BARS AND DEDICATED CORNER BARS RUN BACK ALONG WALL BARS AND DEDICATED CORNER BARS RUN BACK ALONG WALL BARS AND LAP-SPLICED IN EACH DIRECTION LAP-SPLICED IN EACH DIRECTION LAP-SPLICED IN EACH DIRECTION LAP-SPLICED IN EACH DIRECTION TITLE: FOUNDATION DETAILS Z4 TYPICAL FOUNDATION DETAIL SCALE: , 1/2" = 1" 1 FOUNDATION DETAIL AT DECK SCALE: 1 1/2" _ , 2 FOUNDATION DETAIL AT GARAGE SCALE: , ,/2" - , -o" 3 FOUNDATION DETAIL SCALE: , 1/2" = , -o° 4 I I i - - __ - -- - ----- ------ - - ----- ---- --- - - _ --- - --- -- -- -- - - - -- ---------- ----- -- - --- -- --- - -- - __ _ __ _ _----- __ _ _- _ _ . _ --- -- -- ------1 _ _ � ", " " ��:,� " �:-1:1` , I�,I,� �_� 1"I""", 'a I` ., W46X67 W/ METAL DECK 1N DIRECT CONTACT zSELLDORFF Y I 1/4" STEEL BEARING PLATE ON NON-SHRINK GROUT. SiZE TO SUiT .. , �.. BEAM. FASTEN TO WALL W/ (2) 5/8" D1A. X 12" ANCHOR BOLTS. �� R� � �� f -11 PROVIDE MiNiMUM 42" WiDE X 8" DEEP CONC. PIER AT 11 WIDE-FLANGE BEAMS INDICATED ON PLAN. SET TOP ELEVATION 102 BLUFF:POINT DRIVE TO SUIT BEAM DEPTH. GOTUIT; IVIA 026J CONC, PiER REINFORCEMENT: i INSTALL (2) EA. #5 VERTICAL SHEAR BARS FULL HEIGHT, WET SET INTO FOOTING. PROVIDE #3 TIES SPACED 12" O.C, W/ ('!) ® �('-O' M1 �.( + ,,, 11 3" AND (1) ® 6" FROM TOP. TIES TO ENGAGE AT LEAST (1) OF THE #5 VERTICAL WALL CURTAIN STEEL BARS. f¢� 4 A �t. II / �pn,,y� ?g 4 I.y 3, 'AF i �' a t n 7 1 0 �, I I 0 s GENERAL NOTES: "14141 The drawing and all of a�- the ideas, arrangements, A , , BEAM POCKET PLAN DETAIL SCALE: 1 1/2�� = 1� 2 designs and plans indicated thereon or ff GARAGE SLAB: GARAGE SLAB: represented thereby are , 5-T (PITCH TO DRAIN) NORMAL WEIGHT CONCRETE GARAGE SLAB: 5-T (PITCH TO DRAiN) NORMAL WEIGHT CONCRETE owned by and remain ON 4-4/2° 20 GA. GALVANIZED METAL LOK FLOOR 5-7" (PITCH TO DRAIN) NORMAL WEIGHT CONCRETE ON 4-4/2" 20 GA. GALVANIZED METAL LOK FLOOR the property of Doreve = COMPOSITE DECK W/ ONE LAYER OF 6X6 W2.1X2.4 ON 4-4/2" 20 GA. GALYANIZED METAL LOK FLOOR COMPOSITE DECK W/ ONE LAYER OF 6x6 W2.4X2.1 Nicholaeff, Architect Inc. WWF ON SLAB RiZERS (OTHER DETAILS APPLY 1F COMPOSITE DECK W/ ONE LAYER OF 6X6 W2.4X2.4 W WWF ON SLAB RIZERS (ALTERNATE DETAILS APPLY No part thereof shall be RADIANT HEAT 1N SLAB) WWF ON SLAB RiZERS (ALTERNATE DETAILS APPLY Z 1F NO RADIANT HEAT 1N SLAB) utilized by any person x , -1 iF RADIANT HEAT 1N SLAB) J y2" EXPANSIVE TYPE WATERPROOF JOINT SEALER 0 p " X " GALY. STEEL ANGLE SET iN GONG. BELOW firm or corporation for YZ" EXPANSIVE TYPE WATERPROOF JOINT SEALER any purpose: except with H DOOR SEAL. VERIFY EXACT LOCATION iN FiELD. DOOR SEAL. ALIGN ANGLE TO RECiEVE THE BOTTOM PRESSURE TREATED 2X6 PRESSURE TREATED 2X6 specific w r i t t e n PLATE OVER SILL SEALER PLATE OVER SILL SEALER permission o f t h e fir m p WET-SET #4 EPDXY COATED A� c h et e c t Nicholaeff I c + f �f' BLUESTONE PAVERS - MUDSET OVER 4" 'f' BLUESTONE PAYERS - MUDSET OVER 4" CONC. SLAB. (SEE LANDSCAPE PLANS AND CONC. SLAB. (SEE LANDSCAPE PLANS AND PULLDOWN BARS ® 48" O.C. SPECIFICATIONS) SPEG1FiCAT10NS) GROUT SOLID ® MTL DECK END OPENINGS GROUT SOLID ® MTL DECK END OPENINGS Any errors o r TOP OF FIRST SUBFLOOR TOP OF FIRST SUBFLOOR TOP OF FIRST SUBFLOOR TOP OF FIRST SUBFLOOR discrepancies on the drawings, shop drawings ELEV.= 32.0 ELEV.= 32.0 � ELEV.= 32.0 ELEV.= 32.0 and details are to be / / cMv `� brought to the attention ogbTOP OF FOUNDATION WALL "' TOP OF FOUNDATION WALL " TOP OF FOUNDATION WALL = 31.69 % ELEV.= 31 .69 t the architect before ELEV. ,t ELEV.= 31 .69 the work has �' / 4 PITCH `'Ir`D INSTALL STRiP OF "MEL-ROL PITCH / \ \\ a PITCH _� a SLAB SEALTIGHT WATERPROOFING AT commenced 'o SLAB Dimensions are to be ALL WALL-TO-SLAB JOINTS used and no drawings`� DRIVEWAY GRADE ��� i g 11 t . 1 a � GALY. FORMSTOP CONTINUOUS =_ _ _ o Q. [I r— are to be scaled . I / v II � v a I TOP OF SHELF L ' TOP OF SHELF a �," DiA. X 18" ANCHOR BOLTS ® 4'-0" I� A A E L1N ELEV.= 30.87 ELEV.= 30.87 W46X67 W/ METAL DECK IN G R G PUR BEAMS: I U Q _ { `" W16X67DIRECT CONTACT EXTENDING THROUGH SILL PLATE 4 6' W40X15 W/ METAL DECK CONTINUOUS 4X6X5/46" STEEL --- CONTINUOUS 4X6X5/46" STEEL ' . 4L 1/4' STEEL BEARING PLATE ON N DiRECT CONTACT ANGLE BOLTED TO CONC. WALL ANGLE BOLTED TO GONG. WALL IIn `� " ° " a W/ " H1LT1 EXPANSION BOLTS ® a b a/8 X 48 ANCHOR BOLTS 0 4-o non-SHRINK GROUT. SIZE TO SUIT BEAM. ; " W/ ? HiLT1 EXPANSION BOLTS ® I I EXTENDING THROUGH SILL PLATE �P' _.!, Q FASTEN TO WALL W/ (2) 5/8' D1A. X 42" 1j 24' O.G. $ TACK WELDED TO I Ll 24" O.C. TACK WELDED TO ANCHOR BOLTS. METAL DECK 8d I METAL DECK 4 ° " d �9 L 6 8 BEAM POCKET III . ELEV.= 29.9895' L 1/4" STEEL BEARING PLATE ON NON-SHRINKap I " (I "a III f_ GROUT. SiZE TO SUiT BEAM. FASTEN TO WALL W/ (2) 5/8" DiA. X 42" ANCHOR BOLTS. 1. �`► TOP WALL DETAIL: 4 4 1 (3) EA #5 TOP BARS, (1) SET UP INTO �,­­o�l:,!F­ I. I" OgL BE POCKETP a (2) #5 ® TOP OF WALL a STEM AS SHOWN. t] II B.O.S. OII — ' OK TO WET-SET TOP BAR HOWEVER ELEV.= 30.0208' °) ELEV.— 29.4635I .1L1 f I I THE CORNERS MUST BE TiED. PROVIDE Q II I I a II a a PROVIDE MINIMUM 12" WIDE X 8" DEEP CONC. PIE 5/8 x 48 ANCHOR BOLTS SPACED 4 O if INDICATED ON PLAN XA 4 o/c EXTENDING THROUGH SiLL PLATE1. AT WIDE-FLANGE BEAMS ,j) B.O.S, SET TOP ELEVATION TO SUiT BEAM DEPTH. a ELEV.= 29.4949 #5 VERTICAL BARS AT 42° O/C a II #5 VERTICAL BARS AT 42" O/C I CONC. PiER REINFORCEMENT: 4i_0� 2" INSTALL (2) EA. #5 VERTICAL SHEAR BARS FUL 4'-2" O 4 #5 HORIZONTAL BARS AT 42' O/C I) a OI I #5 HORIZONTAL BARS AT 42' O/C I I HEIGHT, WET SET INTO FOOTING. PROVIDE #3 I. 31" TIES SPACED 42 O.C, W/ (4) 0 3 AND (4) 0 6 . ° 4 " F a L a. II BELOW GRADE WATERPROOFING MEMBRANE II. 4 FROM TOP. TiES TO ENGAGE AT LEAST O O II BELOW GRADE WATERPROOFING MEMBRANE ; Q I E THE #5 YERTICAL WALL CURTAIN STEEL BARS. a QI I I. (I a 4 #5 VERTICAL BARS AT 42" O/C III BLOCK PILASTERS: 11 II II II a 8" CMU DRY LAiD W/ CORES UP. SPACE EVERY a ° II II 6' APART OR AS SHOWN ON FOUNDATION PLAN II 4 RIGID FOUNDATION INSULATION a '� . d TO RECEIVE MIX DURING PATIO SUB-SLAB 4�I "WARM 7 DRY" OR EQUAL a ii �` #5 HORIZONTAL BARS AT 42" O/C II III PLACEMENT FORMING UNREiNFORCED SLAB °II OII °II v� a II II a SUPPORT COLUMNS ALONG INSIDE EDGES a II II II a ` BELOW GRADE WATERPROOFING MEMBRANE ,6 a01 32"I I a a a F BLOCK PILASTERS: LE I I. I(a a I I 8" CMU DRY LAiD W/ CORES UP. SPACE EVERY II a II 6' APART OR AS SHOWN ON FOUNDATION PL a I I Q TO RECEIVE MIX DURING PATIO SUB-SLAB .,I.I,,`>, '�;," a I I III .` '„ a oil I . a OI I oil I PLACEMENT FORMING UNREiNFORCED SLAB O SUPPORT COLUMNS ALONG INSIDE EDGES a II II II II LI II( II a II a ° II A1,1 II b I INE OF 42" THICK FOUNDATION WALL a a III II BEYOND II III ° II II II Nicholaeff OI( II °II a °II' a °�I Architecture + Design II III . o II 6 . a II . II 812 Main Street 2° MINIMUM CONCRETE COVER ® #5i XA . ° II VERTICAL SHEAR BARS �- Q II Q II Osterville, MA 02655 .Q I i I T 508 420 5298 Q -A�p a c� F 508 420 2240 OII II a OII °II o °II o nicholaeff.conn II II II 11 % Ila II IIa IIa aII LI III LI °a II a a IIa rn i. a oll as OII OII fo'i-o$ a 11 II a 11 I II --— II II II I� II '�� � �S$ II I II IIa T. V�,R�VUM II �I a a #5 VERTICAL BARS AT 42" O/C v PHl�B�3o0 9 M1 Q . 3G£� a oII III a . OII #5 HORIZONTAL BARS AT 42' O/C a OII `�tS��� G,�,X IIa IIa Fsv, ay� Ila IIa II aII �� ,.,...",`:: ..:, Llla II II iI 3o n'r�7 -z,°os I #5 VERTICAL BARS AT 42' O/C #5 VERTICAL BARS AT 12" O/C a II #5 VERTICAL BARS AT 42' O/C a iII " #5 HORIZONTAL BARS AT 42' O/C #5 HORIZONTAL BARS AT 42 O/CI O1II Q #5 HORIZONTAL BARS AT 42 O/C a 1. ,. II a III III III „ II 4" CONC. SLAB W/ 6X6-W1.4XW4.4 4' CONC. SLAB W/ 6X6-W4.4XW4.4 4' CONC. SLAB W/ 6X6-W4AXW4.4 PROJECT NUMBER: SLD01 11 4" CONC. SLAB W/ 6X6-W4.4XW4.4 ,. ) a FOR W.W.F. , OVER 6 MIL POLY FOR W.W.F. , OVER 6 MiL POLY FOR W.W.F. , OVER 6 MIL POLY a FOR W.W.F. , OVER 6 MiL POLY a a VAPOR BARRIER I VAPOR BARRIER I VAPOR BARRIER I VAPOR BARRIERa I a 4 I CK PILASTERS _ . a I) DRAWN BY: DN, DV BLOCK PILASTERS: 6. II BLOCK PILASTERS: 4 GMU DRY LAiD W/ GORES UP. SPACE EVERY O 1 II BLCOMU DRY LAiD W/ GORES UP. SPACE EVERY pI 3 „. 8 CMU DRY LAiD W/ CORES UP. SPACE EVERY O O I 81 6' APART OR AS SHOWN ON FOUNDATION PLAN 2 6' APART OR AS SHOWN ON FOUNDATION PLAN III 6' APART OR AS SHOWN ON FOUNDATION PLAN I i TO RECEIVE MiX DURING PATiO SUB-SLAB I LE TO RECEIVE MiX DURING PATIO SUB-SLAB Q I 32' TO RECEIVE MiX DURING PAT10 SUB-SLAB a SCALE: AS NOTED PLACEMENT FORMING UNREiNFORCED SLAB , ',''` I PLACEMENT FORMING UNREiNFORCED SLAB I I I PLACEMENT FORMING UNREINFORCED SLAB I a. SUPPORT COLUMNS ALONG INSIDE EDGES 4 . I II SUPPORT COLUMNS ALONG INSIDE EDGES 1 . a IICLE II SUPPORT COLUMNS ALONG INSIDE EDGES II #5 DOWELS ® 12" O.G. LAP PERT. a I #5 DOWELS 0 42" O.C. LAP VERT. ((I p #5 DOWELS ® 42' O.G. LAP PERT. I #5 DOWELS ® 42' O.G. LAP PERT. (( DATE: MAY 30, 2008 BARS 3'-O" MiN. I BARS 3'-O" MIN. ( I BARS 3'-O" MiN. BARS 3'-O' MIN. a Q . 4/2' EXPANSION JOINT 4/2' EXPANSION JOINT 4/2' EXPANSION JOINT 4/2' EXPANSION JOINT M° ° ° SC, REVISI❑NS 5/19/08 BELOW GRADE WATERPROOFING MEMBRANE L .I /I I) N BELOW GRADE WATERPROOFING MEMBRANE a I I I III MI SC, a s I I I a MISC, REVISI❑NS 5/29/08 �J \J 0 I III F1LTE FABRIC 0�� 0���0�`�o�U �'R o00o OOooOoOoo00Ooo o a:5�U.�_vf o OOooOoOo -: P 0 FILTER FABRIC }COooOoOoo00O� ?"�''"` ' ;` let. ` aII FiLTER FABRIC O O O O C I I I I. O O O O 0 0 011 . O 0 O 0 C 1'-O" I 9" I GRAVEL 0 1{- " 9" GRAVEL 0 4'-O" I 9' GRAVEL O 00� tl 0 0 � �O o OoI. c� ��� .., ill ��O� �O OI TOP OF SLAB �oOoovOOoo oOo oI TOP OF SLAB TOP OF SLAB oOooUoOoo oO vOOoo 0 TOP OF SLAB /OOOoU000o o0c — a a ' ELEV.— 20.27' o o � ELEV.— 20.27' ELEV.— 20.27 00 00 00 00 ELEV.= 20.27 00 0o a I II I — OO o O o I ° I I ;o T P F FOOTI G ° I I v TOP OF FOOTING O O C I TOP OF FOOTING I TOP OF FOOTING 0 0 N a _ : o o o I I ELEV.= 19.94' �O oo oo� ° 94, ELEV.— 19.94' �00 Oo C ELEV.= 19. a 1�1117ELEV.= 19.94' 000� o� o I CONT. KEYWAY 0 0 . 0 0 [� I 0 0 � I a II CONT. KEYWAY ( CONT. KEYWAY 0 Oo 0 C II 0 Oo 0 � I a 0 Oo 0 6" D1A. CONTINUOUS > 6" DiA. CONTINUOUS • ` a a 0 6" D1A. CONTINUOUS I 0 TITLE: PERFORATED PVC DRAIN TiL I LI PERFORATED PVC DRAIN TiL E p J I N p C 0 I p. 0, a PERFORATED PVC DRAIN TiL b I MANIFOLD AND RUN TO \ I � MANIFOLD AND RUN TO _ES 1 > — —g J 1 . FOUNDATION DETAILS 4 I MANIFOLD AND RUN TO J U CLEAR GRADE _ _ !=14 J __ CLEAR GRADE OOOo =u CLEAR GRADEo0a O C = =. _ —) 0��0 O0Q :* Oao OOOv a AgkBOT OF FOOTING �o °O ,r , C,, [ b BOT OF FOOTING ::2 0000 °o11 P BOT OF FOOTING ° ' a . BOT OF FOOTING °o� °o 0 0 . ELEV.= 18.94' 6, 6, ELEV.= 18.94' 6, I / 6, ELEV.= 18.94' 6, 6N ELEV.= 18.94' 6° 6' 42"X30" STRIP FOOTING 42'X30' STRIP FOOTING 42"X24' STRIP FOOTING 42"X30" STRiP FOOTING W/ (3)- #5 BARS CONT. 2'-6" W/ (3)- #5 BARS CONT. 2'-6" W/ (3)- #5 BARS CONT. 2' O" W/ (3)- #5 BARS CONT. 2'-6" 711 (3) #5 BARS CONTINUOUS (3) #5 BARS CONTINUOUS (3) #5 BARS CONTINUOUS NOTE: PROVIDE ALL HORIZONTAL WALL BARS W/ W/ 28" X 28" (3) #5 BARS CONTINUOUS NOTE: PROVIDE ALL HORIZONTAL WALL BARS W/ W/ 28" X 28" NOTE: PROVIDE ALL HORIZONTAL WALL BARS W/ W/ 28" X 28" DEDICATED CORNER BARS RUN BACK ALONG WALL BARS AND NOTE: PROVIDE ALL HORIZONTAL WALL BARS W/ W/ 281 X 28' �. DEDICATED CORNER BARS RUN BACK ALONG WALL BARS AND DEDICATED CORNER BARS RUN BACK ALONG WALL BARS AND LAP-SPLICED iN EACH DIRECTION DEDICATED CORNER BARS RUN BACK ALONG WALL BARS AND L LAP-SPLICED IN EACH DIRECTION LAP-SPLICED IN EACH DIRECTION LAP-SPLICED IN EACH DIRECTION ■ P I FOUNDATION DETAIL L SCALE: 1 1/2" = 1' 1 FOUNDATION D ETA I L SCALE: 1 1/2" = 1 -0° 3 FOUNDATION D ETA I L SCALE: 1 1/2" = 1�-0" 4 FOUNDATION D ETA I L SCALE: 1 1/2" = 1'-0" 5 - - ----_-- - -- ----- --- ------ ------ ------ ---__ --_ - - _ _----- ------ - -__ ----------- - -- - - — ---- - - - -- -- -- ----- ---- —-- ----- --- ---- -- ------ - -- -- ------- -- a SELL'DORyXFF RE 71ENCE BLUFF POhNTDRIVE r COTUT, JuI F A"02635 7 i k 1 r STRUCTURAL POST: SEE STRUCITURA6 STRUCTURAL POST: SEE STRUC STRUCTURAL POST: SEE STRUC DRAWINGS FOR DETAILS DRAWINGS FOR DETAILS DRAWINGS FOR DETAILS x: STEEL CONNECTOR T.B.D. 'i'-o" STEEL CONNECTOR T.B.D. STEEL CONNECTOR T.B.D. a STONE PAVERS OVER STONE PAVERS OVER — WOOD D STONE PAVERS OVER CONC. SLAB 0 PORCH CONC. SLAB ® PORCH GENERAL NOTES: OVER P. CONC. SLAB � PORCH (SEE LANDSCAPE PLAN) (SEE LANDSCAPE PLAN) O.C. DEC (SEE LANDSCAPE PLAN) The drawing and all of the ideas, arrangements, TOP OF FIRST SUBFLOOR TOP OF FIRST SUBFLOOR TOP OF FIRST SUBFLOOR designs ted ahereoln plans ELEV.= 32.0 ELEV.= 32.0 ELEV.= 32.0 represented thereby are = owned by and remain the property of Doreve Nicholaeff, Architect inc. ° GRADE/PLANTING No part thereof shall be l � a o SEE LANDSCAPE DWG firm or corporation for , a se except with utilized y any person Y purpose: ep �������i�` specific written p 4 4 �j � ; a a a a a a ����ii��i permission of the firm Doreve Nicholaeff y Arc h i to ct , I n c . Any errors or discrepancies on the �I. drawings, shop drawingsXA : ° ° ° and details are to be brought to the attention (2) #3 TIES ® 6" (2) #3 TIES ® 6" O.C. I I (2) #3 TIES 6" O.0 tof ht e w oitekt bhfars YERT. ® TOP, 12" O.C. VERT. C� TOP, 12" O.C. VERT. ® TOP, '12" O.C. c o m m e n c e d . FOR TIES DOWN TOC�=<4 FOR TIES DOWN TO ° FOR TIES DOWN TO Dimensions are to be n.. DO BOTTOM BOTTOMDO DO a . � BOTTOM Q used and no drawings are to be scaled . 3" 6' 3" 3" 6" 3" 3" 6" 3" CONTINUOUS �4X6X5/'16 ° DHDG STEEL ANGLE I I I la BOLTED TO CONC. II I Ia I I (la WALL W/ Z" HILT1 a Q EXPANSION BOLTS ® a r,6 a Q =T' ° 24" O.C. ° ° ° :p> II ° II II ° II I < I I 4 4 4 II II �II II � �II �II 4 4 4 �='6�II II �II II 4 II II 4 14 7 �='6 4 , t� II II II II II II � ° e II b II b II b a La a a a a Nicholaeff II II II II Architecture + Design II II 812 Main Street (�4) #5 VERTICAL BARS ° osterviue, MA o2655 II Q Q < Q `� F 508 420 2240 i hol eff. m nc a co a 4< 11 I 1 #5 TCAL A(4) # 5 VERTICAL ( ) VERTICAL BARS BARS a a a a a a 0'1 0 8 � II IIIN _ � II r =T =T ���� �ASsq�� �'� T. VARNt�SA MEG -NIUAL 4 ° PHIL'c3R+.�OK II �I , II II N®. 3Q690 (�4) # 5 VERTICAL sioNA1_ � DOWELS LAP TO 0 Z.o P BARS 6 3 � 2 °VERTICAL ° °# L 4 5 VERTICAL DOWELS YER W S 4 5 L YERTICA DOWELS W S MINIMUM II (� LAP VERTICAL BARS 26" II LAP VERT. WALL BARS 26" 8" CMU BLOCK a I I 5" CMU BLOCK VENEER SUPPORT Q ( I 8" CMU BLOCK VENEER SUPPORT a I I II VENEER SUPPORT a a N a N ° ° ° Ib II Ib II N Ib II N PROJECT NUMBER: SLD01 4 4 4 II II II DRAWN BY: DN, DV )01 1- N 1- Q Imo I o 'f 6 1 6 � 6 U SCALE: AS NOTED U U TOP OF FOOTING TOP OF FOOTING TOP OF FOOTING N ELEV.= 19.94' a a° ELEV.= 19.94' a a a° ELEV.= 19.94' a 4 a° DATE: MAY 30, 2008 I I I ° I I ° a II II II CONT. KEYWAY CONT. KEYWAY CONT. KEYWAY ° a I a ° ° I a I o a ° ° I a I MISC, REVISI❑NS 5/19/08 o ° I a Q ° �J oL� a �— ° �J o° L� MISC. REVISIONS 5/29/08 a �-- �— a —� a -�- Zt OIL BOT OF FOOTING BOT OF FOOTING BOT OF FOOTING a 7 ELEV.= 18.94' 3, ELEV.= 18.94' 3" 3" ELEV.= 18.94' 3' '12"X 3'_O" SQUARE 3'-0" 'f 2"X 4'O" SQUARE �'-oN '12"X 4'-O" SQUARE CONCRETE PAD W/ 5 CONCRETE PAD W/ 5 CONCRETE PAD W/ 5 EA #5 BARS EW EA #5 BARS EW EA #5 BARS EW TITLE: FOUNDATION DETAILS i I ■ FOUNDATION PIER DETAIL AT MAIN ENTRY SCALE: 1 1/2" _ , 1 FOUNDATION PIER DETAIL SCALE: 1 1/2° = 1 21 FOUNDATION PIER DETAIL AT COVERED PORCH SCALE: 1 1/2" = 1'-0" 3 4 i i i k fSELLDORFF t RESIDENCE t 102 BLUFFIR ,£ INT DRIVE COTU IT:'MA 02635 ANGLED (2) EACH � SPLICE PLATE CONNECTIONS W/ X 15 16 SHORT HORIZONTAL SLOTS. O `v PROVIDE ' A307 BOLTS W/ _ _ _ NUTS a WASHERS SNUG TIGHT.ALL PARTS TO BE D-HDG BEARING PLATE FASTENERS STEM PLANKS W/ CONCEALED DROPPED WIOX17 5 X 5 IRE DECK PLANKS PIER PLAN ANCHOR BOLTS PASS THRU 2x10 P.T. SYP 16" O.C. DECK JOISTS GENERAL NOTES: s. W/ CONCEALED 11-4" BOTTOM BEAM FLANGE STONE PAYERS - MUDSET OVER 5" CONC. The drawing and all of SLAB. (SEE LANDSCAPE PLAN) FASTENERS the ideas, arrangements, designs and plans TOP OF FIRST SUBFLOOR OIL TOP OF FIRST SUBFLOOR indicated thereon or ELEV.= 32.0' ELEV.= 32.0' represented thereby are owned by and remain ; ;D the property of Doreve TOP OF DECK TOP OF DECK Nicholaeff, Architect inc. No part thereof shall be M "f ELEV.= 31 .50 ELEV.= 31 .50 utilized by any person, a firm or corporation for any purpose: except with SIMPSON H�4 ° I �Iv specific written Q Q32" O.C. I permission of the firm Doreve Nicholaeff SIN ° Architect , Inc . TOP OF WALL I �N Any errors or 2X5 #2 OR BTR PT SYP ELEV.= 30.52' WICDX'17 O O WIOX17 discrepancies on the @16" O.C. DECK FRAMING ( Q ° a drawings, shop drawings (BLOCK SOLID OVER O O I ° and details are to be brought of the harchitect tbeftorre BEAM LINE) to TOP OF PIER PATIO SUB-SLAB: 5" W/ 6X6 W1.4 X t h e w o r k h a s 4.4 WIRE MESH ON 3" RIZERS. a ELEV. 29.80 a .���,, commenced . HAUNCH SLAB DOWN TO BLOCK (I. PIERS CONTINUOUS ° 1" Dimensions are to be DROPPED DECK BEAMS: I ° �IQ PROVIDE VICOR MOISTURE BARRIER ° 32 used and no drawings WIOX17 W/ CROWN UP. HDG BETWEEN CONCRETE AND PT LE WOOD CONTINUOUS -C R are t o b e scaled . AFTER FABRICATION. DRILL TOP ° FLANGE W/ " DIA. HOLES p a PROVIDE 2"X6" PT SYP SILL PLATE. � 16 a FASTEN W/ 1/2"X 8" ANCHOR BOLTS NJ STAGGER SPACES @ 32" O.C. TO SPACED 41-0" O/c Ii RECIEVE 2X6 PTSYP TOP NAILING II SLEEPER. °° BEARING PLATE/KEEPERS: Ii a [ 2" X 5" X 10" BEARING PLATE W/ ° II „ 3" I 10" I 3" #5 VERTICAL BARS AT 42" O/C DIA. OVERSIZE HOLES FIT ° a IC C ��� �� Q GRADE (VARIES) #5 HORIZONTAL BARS AT 12" O/C OVER (2) EA. 8 X 12 ANCHOR ZI BOLTS. BOTTOM BEAM FLANGE a TO FIT OVER ANCHOR BOLTS a AND BE BOLTED DOWN W/ NUT II° a KEEPER WASHER, SNUG TIGHT. �I BLOCK PILASTERS: ALL PARTS TO BE D-HDG. ° 8" CMU DRY LAID W/ CORES UP. SPACE °II II II EVERY 6 APART OR AS SHOWN ON FOUNDATION PLAN TO RECEIVE MIX II (2) #3 TIES C� 6° DURING PATIO SUB-SLAB PLACEMENT FORMING UNREINFORCED SLAB SUPPORT a II VERT. Q TOP, '12" O.C. � a a COLUMNS ALONG INSIDE EDGES � FOR TIES DOWN TO BOTTOM I I I Ito °II a I ° a ° II ° d II ° II (4) #5 VERTICAL BARS a ° °II �I II a ° II II a a a J (4) #5 VERTICAL DOWELS °II GRADE (VARIES) � Nicholaeff II II �'�T'�'%� Architecture + Design 812 Main Street Osterville, MA 02655 w ° T 508 420 5298 F 508 420 2240 a nicholaeff.com 'f0" Q 11-4" 'f0" a °II QUA E °II TOP OF FOOTING ° I I #5 VERTICAL BARS AT 42" O/C a Q ELEV.= 22.94' ! Qa #5 HORIZONTAL BARS AT 12" O/C ° I I a CONT. KEYWAY ° I� a 4 Q I c' T. vAPNIim Q 4 ° II4 PHILBROOK Q I O fAECHANICAL Q �- ° I No.i 1 BOT OF FOOTING a ° <, N SSIONAt ELEV.= 21 .94 12 X 36 SQUARE 3 O I � „ 3 o rrv��1 Z,o v� CONCRETE PAD W/ (3) #5 DOWELS ® 12 O.C. LAP PERT. II EA #5 BARS FEW BARS 31-0" MIN. I M 4 oill LIB � II PROJECT NUMBER: SLD01 ° a III DRAWN BY: DN, DV dII F SCALE: AS NOTED TOP OF FOOTING ° II ELEV.= 19.94 I DATE: MAY 30, 2008 II CONT. KEYWAY I p o MISC, REVISIONS 5/19/08 o� MISC, REVISIONS 5/29/08 BOT OF FOOTING o ELEV.= 18.94' 6° 6" 12"X20" STRIP FOOTING W/ (3) #5 BARS CONT. 21_6" (3) #5 BARS CONTINUOUS NOTE: PROVIDE ALL HORIZONTAL WALL BARS W/ W/ 28" X 28" DEDICATED CORNER BARS RUN BACK ALONG WALL BARS AND LAP-SPLICED IN EACH DIRECTION TITLE: FOUNDATION DETAILS At k i DECK PIER SECTION SCALE: 1 1/2" = 11-011 1 DECK FOUNDATION WALL SCALE: 1 1�2" = 1�-0" 2