Loading...
HomeMy WebLinkAboutDecision 3562 Working DrawingsLeft Elevation Scale:1/4"= V-011 0-12 Fgncn Akm Louver Comtwwme Melee Vent— Architectural Roof Shtmgles r -L rl= -.t7= — — — — — — — — — — — — — — — — — — — — — — — — — — — — T - — — — — — - t------L---i--------------------------------'1--j--------i Right Elevation Scale:114"= V-011 ALL CONCEPTS, DESIGNS, LAYOUTS AND PLANS REPRESENTED BY THIS DRAWING ARE PROPERTY OF CADD TECHNOLOGIES AND WERE DEVELOPED FOR THIS PROJECT. NO CONTENT IS TO BE USED FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF THE OWNER. c 1999 REVISIONS: NO. DATE: DESCRIPTION: Jill 11 1 NEW RESIDENCE FOR: i Roy 1% 36 Shore Side Drive S.Yarmouth, NIMIA FLOOR 1: 1248 SQ.FT. FLOOR 2: 1751 SQ.FT' TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. SHEET TITLE: Elevations SCALE: 1/411 m 11.011 SHEET NUMBER: f 12 DATE: July 1. 1999 WORKING DRAWINGS 4"x5" Alum. Gutter — 2"x3" Alum. Downspout Unite Cedar Shingle* 5" T.W. Contig uoLM Rldge vent Architectural Roof e+ilngles ----------------- ContwL10A Rfeles Vent Architectural Roof Shingle* IM XI Im I I m Eno] a a 1 m Ls son INSson Eno ON son - - - - - - - - - - -------------------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- , LIE — — — — — — — — — — — — — — — — — — — L- j-' — — — — — — — L - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Rear Elevation Scale. -114"= V-011 P -T. Post* 4 Rall — V 018. concrete pier an 30" Pla. x 12, conc. footing (tv) ALL CONCEPTS, DESIGNS, LAYOUTS AND PLANS REPRESENTED BY THIS DRAWING ARE PROPERTY OF CADD TECHNOLOGIES AND WERE DEVELOPED FOR THIS PROJECT. NO CONTENT IS TO BE USED FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF THE OWNER. (9 1999 REVISIONS: NO. DATE: DESCRIPTION: NEW RESIDENCE FOR: My. 021M ww Shore Side. Drive 8 -Yarmouth, MA FLOOR 1: 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. SHEET TITLE: Elevations SCALE: 1 1/411 11.011 SHEET NUMBER: 3 of 12 DATE: July 1. 1999 WORKING DRAWINGS O ao O O NEW RESIDENCE FOR: My. 021M ww Shore Side. Drive 8 -Yarmouth, MA FLOOR 1: 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. SHEET TITLE: Elevations SCALE: 1 1/411 11.011 SHEET NUMBER: 3 of 12 DATE: July 1. 1999 WORKING DRAWINGS O NEW RESIDENCE FOR: My. 021M ww Shore Side. Drive 8 -Yarmouth, MA FLOOR 1: 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. SHEET TITLE: Elevations SCALE: 1 1/411 11.011 SHEET NUMBER: 3 of 12 DATE: July 1. 1999 WORKING DRAWINGS 0, ASH PIT II I) 66 0 42'-0" 24'-0" 11_Ir�ll 'k 22'-6" 5'-0" L 51-0" 1, 2140111 V-0" i. V-4 1/2" Pod Gravel I a I Filled -----------------—Ilr------- -- w ;i Corehtuous 105Q0' Calcrete Footing Conthlousl0'ConcrateFolydation III III Unfinished Basement ;;; 14 All footkge to rose on utnngdisttrbed soll. • ;;; • 3 IR' Concrete slab on o Allmc 4. to0besmin.3300M Pvl�8�days. o ;ii o an 66 Miil60 MK �po n g" m Dolble joists Lrder all partitions. Alll framing hwFirL er to�be62 DR or better - LL III � � Q III 8'-5" 1'-l0" X1_1011 I I1 II I Beam Pocket- 1 - 3 -i 34'x11 16' MLan r —I 3-1 33 tl Ti,• MLam i-4�1. 3-134w Ti' MLan Beam Pocket @ I I LVL Beam A�e I I J LVL m vi a— L - LVL Seam Above III I I = 1 1 III _ 3-I sii'xll lel' Main. r 3-I 34'xtl 7�" MLan _ t0 m I I I 1 LVL Beam Above L —+LVL Beam Above L III J �'�I iii O e w • Non. Lally Col on " p B i i l l 2SQ I'Cono.Footirg °i 00 I CL ------J L3 V2" Concrete slab on °° iii • I ' ;;;• w 8 slab on 6' Mia. compacted gravel ° e ;;; 6• Ml�cled gavel 10 O and 6 "I. poly flha d nl ce*pa U O III o III and 6 MIL poly ilk o • a nl LL III o r o III h III LL � � III iy III 0 nl ,n to a comocote e I I r Q I I I I I I I J I I Conth"AI0'Coma eI—Fow4atlon I -. r Gravel Filled ap r ------------- r ContMuous IMOC' Concrete FootFg I p�ar� for - ' I I L_ �— ---------- P Calae_teFhreinra0� P >> .----(�a ;i_>n>� � . j;_i;J"v!l:\ :ae.-h.'. :e:l•'_ J-1.� _ . r. !:•�i'�+�,?i:!..J _ ---1 --^, --------=---Y-- r — � n r----Rt-----t- step rondation wall Q' ror step above iT-1 1/2" -- _ __ Drop fandetlon 9 ty• rar Colllln ous 8'x16' Cotcreta, Footing I '` I wa6c-out door Conthlow 8' Concrete Fandau I '" I I N I Ij I I I I I .6 Provide 52= opening in wall for 9 HVAC duct eak I I^� I unexcavated PREPARE FOR 4" CONCRETE SLAB ON b" MIN COMPACTED GRAVEL - I I I ,• I I 4 I I� I I I It — — � Drop fov dation R' at garage door op— — — -=------------- — _pon 81_0• -10' _0n gr_Sn _4" gl_8n III—a" 12'-4" 24'-0" 66'-o" 3 2 I 4 foundation Plan Sca le:l/4" = 11-011 OF 1N ALL CONCEPTS, DESIGNS, LAYOUTS AND PLANS REPRESENTED BY THIS DRAWING ARE PROPERTY OF CADD TECHNOLOGIES AND WERE DEVELOPED..FOR THIS PROJECT. NO CONTENT IS TO BE USED FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF THE OWNER. © 1999 =-,= �=1110111111111 Nis REVISIONS: NO. DATE: DESCRIPTION: �en� CCii � O n LJON K .. NEW RESIDENCE FOR: Roy 36 Shore Side Drive S."Ya I11 h, 1VIA FLOOR 1: 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. SHEET TITLE: Foundation Plan SCALE: 1/411 SHEET NUMBER: 4 of 12 )ATE: July 1. 1999 'ORKING DRAWINGS lL LL III 0 III 2'-4111 ^ rI I n N —f.------ -----' w�tiF.a�-ice `.` �. ' - J .5 :' Y.� }. I �1;. T'1-.-_� rt ..r+%'.��.1 �-/a ��-+S f. .�; Iti----------- �r-^'• lxi.a V,: ;y.nYY< 1..:r n. • - 'i+.\-�"3r:�r?!_� '' h r j.-�•��...ucJn: - _ to a comocote e I I r Q I I I I I I I J I I Conth"AI0'Coma eI—Fow4atlon I -. r Gravel Filled ap r ------------- r ContMuous IMOC' Concrete FootFg I p�ar� for - ' I I L_ �— ---------- P Calae_teFhreinra0� P >> .----(�a ;i_>n>� � . j;_i;J"v!l:\ :ae.-h.'. :e:l•'_ J-1.� _ . r. !:•�i'�+�,?i:!..J _ ---1 --^, --------=---Y-- r — � n r----Rt-----t- step rondation wall Q' ror step above iT-1 1/2" -- _ __ Drop fandetlon 9 ty• rar Colllln ous 8'x16' Cotcreta, Footing I '` I wa6c-out door Conthlow 8' Concrete Fandau I '" I I N I Ij I I I I I .6 Provide 52= opening in wall for 9 HVAC duct eak I I^� I unexcavated PREPARE FOR 4" CONCRETE SLAB ON b" MIN COMPACTED GRAVEL - I I I ,• I I 4 I I� I I I It — — � Drop fov dation R' at garage door op— — — -=------------- — _pon 81_0• -10' _0n gr_Sn _4" gl_8n III—a" 12'-4" 24'-0" 66'-o" 3 2 I 4 foundation Plan Sca le:l/4" = 11-011 OF 1N ALL CONCEPTS, DESIGNS, LAYOUTS AND PLANS REPRESENTED BY THIS DRAWING ARE PROPERTY OF CADD TECHNOLOGIES AND WERE DEVELOPED..FOR THIS PROJECT. NO CONTENT IS TO BE USED FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF THE OWNER. © 1999 =-,= �=1110111111111 Nis REVISIONS: NO. DATE: DESCRIPTION: �en� CCii � O n LJON K .. NEW RESIDENCE FOR: Roy 36 Shore Side Drive S."Ya I11 h, 1VIA FLOOR 1: 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. SHEET TITLE: Foundation Plan SCALE: 1/411 SHEET NUMBER: 4 of 12 )ATE: July 1. 1999 'ORKING DRAWINGS e 12" Dia. concrete pia on 30" Dia. x 12" cont. rooting N p-) 11 11 Ell 61 C4 10'-6" L 2'-611 -51;-OT1-TDeei above — bxb PTPost P.7. Joiste • 16" o.-. above I 0 s bxb PTPost n Ml 2x10 PT. Joists • 16' oc. abar LM or PTDa& above— — — — ��-'' bxb PTPost 11 II 66'-o" 15'-4" 2'-411 9'-011 L 3''10" 4'-8" I, 3'-10" 3'-4" It • 0 I I lu roe–I� -, v a 11 11 Ell 61 C4 10'-6" L 2'-611 -51;-OT1-TDeei above — bxb PTPost P.7. Joiste • 16" o.-. above I 0 s bxb PTPost n Ml 2x10 PT. Joists • 16' oc. abar LM or PTDa& above— — — — ��-'' bxb PTPost 11 II 66'-o" 15'-4" 2'-411 9'-011 L 3''10" 4'-8" I, 3'-10" 3'-4" It • 0 I I lu roe–I� -, q a q I omt Bedroom #3 !'R I Llrw 14'8x15'4 s LVw 3 0 1668 u n Pet S 0 � IIII jA l7n vel 1111 I U R II y 0 1 /� • I I Lkle Or �` {I 0 .. ( m 4 a II floc above Bedroom *2 • ________ 14'8x1514 s1 u @ g IIIi=ouer fit V9 III III ` III 8 III LL III � I III .v (n III II I 24'-0" 4'"I" r code • 0 2-8x6-8 q I, Covered Porch q r---9 ---------- --------- -----------� r----------t I kC O - 1 2-2x10 Box 3eamebova 1 1 " 8212-10 I2' Plaln bnI V S I � cok m" — II I 24'-0" 4'"I" r code • 0 2-8x6-8 q I, o q r---9 � ---k- -----------� r----------t I kC O - 1 1 bnI V I I � Limn _ Mudroom 11 • _b - g 2 -Gar Garage � ji0 22 2 I I 24'0"x 24'0" -4 I_ n K I LLr l t12'x 3P2"Parallan Post I — LL W&1-4" - ty'x20' Parellan Beam above -------------------------- Y rL �l it ---_----_----------------------------Sr 129X 31i' Parallam Poet 5/8' Re ( ) • x Exercise Room 11'6x13'4 41_4" 9'-411 -8" 2'-S" 51-1011 6'-0" 3'-2" 6'-0" 3'-0" v-10" II' -0" 61_2n if 18'-0" 11'-10" 12'-2" 24'-0" 66'-0" 3 2 1 4 First Floor Plan Sca led/4" = 1'-0" ■L ALL CONCEPTS, DESIGNS, LAYOUTS AND PLANS REPRESENTED BY THIS DRAWING ARE PROPERTY OF CADD TECHNOLOGIES AND WERE DEVELOPED FOR THIS PROJECT. NO CONTENT IS TO BE USED FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF THE OWNER. © 1999 REVISIONS: NO.: DATE: DESCRIPTION: IT mop UJIZ o Z� NEW RESIDENCE FOR: Roy 36 Shore Side Dave S.YaP'mouth, MA FLOOR 1: 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. —111111 1 SHEET TITLE: First Floor Plan SCALE: /� 1/411 = 11.011 SHEET NUMBER: of 12 DATE: July 1. 1999 TORKING DRAWINGS • cn wall' and ceill r x � o r---9 J `3 ---k- -----------� r----------t I kC --------� - 1 1 bnI V I I � • 1 • _b ji0 22 2 I I I_ en I LLr I I LL Y rL x x A I I I I I I 1 I I I 9-0 1-0 OVERHEAD DOOR I 1 9-0 X 1-0 OVERHEAD DOOR � (2) 2XI2 4 PP. HEADER (2) 2X12 02 DF. HEADER 41_4" 9'-411 -8" 2'-S" 51-1011 6'-0" 3'-2" 6'-0" 3'-0" v-10" II' -0" 61_2n if 18'-0" 11'-10" 12'-2" 24'-0" 66'-0" 3 2 1 4 First Floor Plan Sca led/4" = 1'-0" ■L ALL CONCEPTS, DESIGNS, LAYOUTS AND PLANS REPRESENTED BY THIS DRAWING ARE PROPERTY OF CADD TECHNOLOGIES AND WERE DEVELOPED FOR THIS PROJECT. NO CONTENT IS TO BE USED FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF THE OWNER. © 1999 REVISIONS: NO.: DATE: DESCRIPTION: IT mop UJIZ o Z� NEW RESIDENCE FOR: Roy 36 Shore Side Dave S.YaP'mouth, MA FLOOR 1: 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. —111111 1 SHEET TITLE: First Floor Plan SCALE: /� 1/411 = 11.011 SHEET NUMBER: of 12 DATE: July 1. 1999 TORKING DRAWINGS 91 W 11 11 11 11 14'_4" 24'_0" 1'-0" I. 15'-4" I, 5'-4" 10'-5" L 3' -II" 1 2'-10" I, 2'-4" I, 14'-4" 1, 3'-0" IV -60, n r-- r � � L—I 1_J i Dinette i - F OXl3'4" 1 1 4 � r p L ---J • 14•_0" r u). I = 14'-0" Kitchen 14'0x13'4" Werk It andMreaVaet Bar --------------- P r-. 0 4'_011 0 • 3'-8" 99 I Q' • I6' oG. above In Nt 12:2 RDOr Pitch 12:12 Roof Pitch � I :, f4U:s 6068E 5:12 f Pitch ----- ----------7 ----- ----------J 9._0u 9'_0" 5'-1011 6'_011 3•_211 3'-0" 3'-0" 3'_011 11_4" 5'-0" 5'-0" 6'-8" I8 _011 11'-l0" 6'-2" 6'-0" 24•_0" 3 2 I 4 II 10 10 12 Second Floor Plan 5cale:1/411= V -mil m r T a ALL CONCEPTS, DESIGNS, LAYOUTS AND PLANS REPRESENTED BY THIS DRAWING ARE PROPERTY OF CADD TECHNOLOGIES AND WERE DEVELOPED FOR THIS PROJECT. NO CONTENT IS TO BE USED FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF THE OWNER. © 1999 REVISIONS: NO.: DATE: DESCRIPTION: A. NEW RESIDENCE FOR: Roy 36 Shore Side Drive S.Yarmnouth, MA FLOOR 1: 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. SHEET TITLE: Second Floor Plan SCALE: 1/411 0 11_011 SHEET NUMBER: !G/ �o of 12 DATE: July 1. 1999 WORKING DRAWINGS ilk Tib _ �- Nardwood Wardwood 0 G14 ,$ •. Det S _. a m 9 � p � I 11=qq 30 E I 3 I g — � LL �amilu Room ell I 6 I I 4 Note: 1'-8' MAL on the wall M.Ba th B s 11'0X1-1'8 2'-4" dl T I � O O ?c I I q 113 II 03oM raTrrTrvee above — — II — Pre-Erwalmetered Mood Roof fSetaaor) Linen I I mica Treueee • " or- above • 1 I I Sloped Celiing above I sloped Ceiling above I Cbeet ' c 7r 7 ^� 3'-8" 99 I Q' • I6' oG. above In Nt 12:2 RDOr Pitch 12:12 Roof Pitch � I :, f4U:s 6068E 5:12 f Pitch ----- ----------7 ----- ----------J 9._0u 9'_0" 5'-1011 6'_011 3•_211 3'-0" 3'-0" 3'_011 11_4" 5'-0" 5'-0" 6'-8" I8 _011 11'-l0" 6'-2" 6'-0" 24•_0" 3 2 I 4 II 10 10 12 Second Floor Plan 5cale:1/411= V -mil m r T a ALL CONCEPTS, DESIGNS, LAYOUTS AND PLANS REPRESENTED BY THIS DRAWING ARE PROPERTY OF CADD TECHNOLOGIES AND WERE DEVELOPED FOR THIS PROJECT. NO CONTENT IS TO BE USED FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF THE OWNER. © 1999 REVISIONS: NO.: DATE: DESCRIPTION: A. NEW RESIDENCE FOR: Roy 36 Shore Side Drive S.Yarmnouth, MA FLOOR 1: 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. SHEET TITLE: Second Floor Plan SCALE: 1/411 0 11_011 SHEET NUMBER: !G/ �o of 12 DATE: July 1. 1999 WORKING DRAWINGS C 4 G14 =T�Lb-9* Note: 1'-8' MAL on the wall M.Ba th B 2'-4" dl O O p q 1668 3& Vanl 30' Vanl Linen I I mica • 1 I 2868 G.O. Cbeet ' ^ •-6" '-2�2._811 3'- 2'-4" -4" > a Master Bedroom e 3-0x6 8 Del Flardsood Z -6x6.8 --- ---------------II--------- till. LMe of ridge above l l l l � � to of a n11� pnu ul1 lul ,tlilies a IC IIII u 1-y � u n Ae ten n Aiii -- U I i i 0 r i 5 I"+k14' Para Ileo Bean above—� Lk a or 8'-I' eetlhg above • l 0 I 1 " ° j 1' 1 Line r 8'-I' cellkg above I l n fl l l IIII IIII Q mq po Im nu Irll IIII IIII -Jlilt lilt as 1IIII Wa Ik- in IIII Closet m � I �' � � I = 2x6 Gelling Jotata 3'-8" 99 I Q' • I6' oG. above In Nt 12:2 RDOr Pitch 12:12 Roof Pitch � I :, f4U:s 6068E 5:12 f Pitch ----- ----------7 ----- ----------J 9._0u 9'_0" 5'-1011 6'_011 3•_211 3'-0" 3'-0" 3'_011 11_4" 5'-0" 5'-0" 6'-8" I8 _011 11'-l0" 6'-2" 6'-0" 24•_0" 3 2 I 4 II 10 10 12 Second Floor Plan 5cale:1/411= V -mil m r T a ALL CONCEPTS, DESIGNS, LAYOUTS AND PLANS REPRESENTED BY THIS DRAWING ARE PROPERTY OF CADD TECHNOLOGIES AND WERE DEVELOPED FOR THIS PROJECT. NO CONTENT IS TO BE USED FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF THE OWNER. © 1999 REVISIONS: NO.: DATE: DESCRIPTION: A. NEW RESIDENCE FOR: Roy 36 Shore Side Drive S.Yarmnouth, MA FLOOR 1: 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. SHEET TITLE: Second Floor Plan SCALE: 1/411 0 11_011 SHEET NUMBER: !G/ �o of 12 DATE: July 1. 1999 WORKING DRAWINGS }134'x1116' Mlr•1vL Be.'* —. Double Joists 2x10 Rim foist 2x10 Rim foiet--\ 2x10 Rim foist First door t=ram i SCC�1C�:1/�11= 11—/7111 Pian —3-1 VAI 16' M am LVL Berm ALL CONCEPTS, DESIGNS, LAYOUTS AND PLANS REPRESENTED BY THIS DRAWING ARE PROPERTY OF CADD TECHNOLOGIES AND WERE DEVELOPED FOR THIS PROJECT. NO CONTENT IS TO BE USED FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF THE OWNER. © 1999 REVISIONS: NO. DATE: DESCRIPTION: G� ro Tz b O i • N O � � 0 � i 0 E o O E d O E m ` p 0 LL LLLL LL a e L x x n F- L X 2-2xi0 ea n I o o — -6 - S 0 al 0137 0 0 e 9 • 0 @ 9 @ 9 @ @ 40 E 0 6 O LL 13 LL 0 E 0 E p O 9 0 9 p 0 0 0 0 cv x t� LL 0 p LL 0 p LL A LL 0 % n % N x N X n HII 2x10 Rim foist Note: Provide double foist under parallel bartitlanti a k�lnt!ctmn A 1A" n� 2x10 Rim foist First door t=ram i SCC�1C�:1/�11= 11—/7111 Pian —3-1 VAI 16' M am LVL Berm ALL CONCEPTS, DESIGNS, LAYOUTS AND PLANS REPRESENTED BY THIS DRAWING ARE PROPERTY OF CADD TECHNOLOGIES AND WERE DEVELOPED FOR THIS PROJECT. NO CONTENT IS TO BE USED FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF THE OWNER. © 1999 REVISIONS: NO. DATE: DESCRIPTION: NEW RESIDENCE FOR: Roy Beach House 02 FLOOR 1: 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. SHEET TITLE: Framing Plan SCALE: 1/411 = 11-011 SHEET NUMBER: �i of 12 DATE: June 28. 1999 VORKING DRAWINGS G� ro Tz b O i • N NEW RESIDENCE FOR: Roy Beach House 02 FLOOR 1: 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. SHEET TITLE: Framing Plan SCALE: 1/411 = 11-011 SHEET NUMBER: �i of 12 DATE: June 28. 1999 VORKING DRAWINGS O ro o �v b O i • NEW RESIDENCE FOR: Roy Beach House 02 FLOOR 1: 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. SHEET TITLE: Framing Plan SCALE: 1/411 = 11-011 SHEET NUMBER: �i of 12 DATE: June 28. 1999 VORKING DRAWINGS Nv ® • N O � � NEW RESIDENCE FOR: Roy Beach House 02 FLOOR 1: 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. SHEET TITLE: Framing Plan SCALE: 1/411 = 11-011 SHEET NUMBER: �i of 12 DATE: June 28. 1999 VORKING DRAWINGS ALL CONCEPTS, DESIGNS, LAYOUTS AND PLANS REPRESENTED BY THIS DRAWING ARE PROPERTY OF CADb TECHNOLOGIES AND WERE DEVELOPED FOR THIS PROJECT. NO CONTENT IS TO BE USED FOR ANY OTHER PURPOSE WITHOUT 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. Y x 2999 SQ.FT. GARAGE: 576 SQ.FT. Lag Bolt P.T. Plate to house. 2x12 Rim Jotat Offset Bolts • 32" or— 2-2xlV's 2-2xlO'a 2-2xlO'a 2-2XIm's 2-2x1&6 2-2x8 P.T. Box 2x12 Rim Joist 0 � 0 � 0 2-2x1D's 2x8 P.TFloor Joists • 16" or— 07 _ Ol 07 LL1 X � � • V n 0 0 "' �I'4 • Q D7 @ 0 07 0 C4 - 9 9 0 E QIIE O E • • p o p o p n r • 9 9 w C L U. q • Q 0 o r> p p n> O O • R C4 C4 p � 0 O lx 2x8 P.TFlodr joists • 16" oz. E E 0 a. 0 0 p d LL w- 0-p LL X � IL X � IL II S2 0 n 0 A L 0 t0 -2x1 'a t k�d0' Paralian Bea" -2 0'e F 2 rtn wa I 2-2x12'a x 2x1 `� 2x8 P.TFloor Joists • 16" oz 1 1 1 1 1 n cV 0 y n � ` 2-2x8 P.T. Box h - c w in 3-2x10 PTBeam m 0- e e o fl 0 -2X12 0] 01 V4 U 0 E n _ 61 - -0 07 -6 0 2-2x12'6 61 O O o • _ LL LL X • 9 • 9 0 0 0 h p n 0 M m M� o o� 0� x x n 2" between framing t naeo"ry mo_ mQ LL I,L; LL; 0 -6 0 � X X p n p -2X12'6 � E .. E n �. 0 0 0 n 3-13a5c14' LVL 3- Vx LYL Header LL � LL � X � LA 7 1- X � IL r+ IL 3-2x10's 2-2x10's 2-2x10's o a o @ 2xII iZ� Jolat Note. Flash each Jolat ® 9 @ ' 'n �z t Note: penetration thru wall n x � LLL Provide double Joist under parallel n n _ Partitions or blocking • 16" oz. 2-2xiO's P.T. 2-2x10'a 2x12 Rim Joist 2-2x10'6 10'-0" 2x1O P.TFloor Joists a 16" oz. etatered to 2x12 Jotete Second Floor t=ram incl Plan Sca 16:1/x'" = V-011 1 ALL CONCEPTS, DESIGNS, LAYOUTS AND PLANS REPRESENTED BY THIS DRAWING ARE PROPERTY OF CADb TECHNOLOGIES AND WERE DEVELOPED FOR THIS PROJECT. NO CONTENT IS TO BE USED FOR ANY OTHER PURPOSE WITHOUT 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. THE WRITTEN CONSENT OF THE OWNER. © 1999 REVISIONS: N0. � DATE: DESCRIPTION: �o NEW RESIDENCE FOR: . Roy 36 Shore S!de Drive S.Ya u'rY1®h, A FLOOR 1: SHEET TITLE: Framing 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. Man SCALE: 1/4 SHEET NUMBER: S of 12 DATE: July 1. 1999 NORKING DRAWINGS -2x 0 s 3-2x10's 3-2xlm'e O 1751 U TOTAL: 2999 SQ.FT. eJ m U 576 2-2x10'e 2-2x10's o I _ A m 0 14 0 I 0 e e - a U 0 o ° Qy @ M 0 x n 0 x 0 VL -114 IB' MM t OL Fb 0 L is9 fv I m p) 0 54 4' ahem 0 ° e 2x8 Rafter a ib" O.C. 8 0 2 2X1 'e w r x x N C x x n 2x8 Rafter, w 16" O.C. - 2x8 f 16 oa - 3-2x10'e 9U` _ - a -2x 's 2-Pre-arginee'ed mood girder truese6. x 2-2x10's 2-2x10'e Pre-engineered ro f trueee8 a 2'-0" ox- _ .0te• Provide double Joist under parallel 3-2x10's partitions or bloddr�g a 16" oz. 2x6 Rafters a 16" oz, S S Roof Framing Man Scaled/x'11= 11-011 s ALL CONCEPTS, DESIGNS, LAYOUTS AND PLANS REPRESENTED BY THIS DRAWING ARE PROPERTY OF CADD TECHNOLOGIES AND WERE DEVELOPED FOR THIS PROJECT. NO CONTENT IS TO BE USED FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF THE OWNER. © 1999 REVISIONS: NO. DATE: DESCRIPTION: `"" © s SQ.FT. O 1751 U TOTAL: 2999 SQ.FT. eJ m U 576 O O `"" © s SQ.FT. O 1751 U TOTAL: 2999 SQ.FT. GARAGE: NEW RESIDENCE FOR: Roy 36 3horre Side wrive IL A 8 -Yarmouth, A FLOOR 1: 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. HEET TITLE: Framing f=lan CALE: 1/411 O 11-011 HEET NUMBER: 9 of 12 ATE: July 1. 1999 DRKING DRAWINGS T.0.1 -late EL.• Ih'-2 second F EL.—I09'- First Floor EL.• 100'-0" (Assurned) 25'-O" W.i.Closet Exercise Room c0 .9 (3) 1 3/4"X n "'— rmco Lam. LVL Baa 4' Kan. Lally Coo L_____J 3` ccnowtm slab over b FrL Poly Film 6' tS>.+tiar etad grave n!I Ridge Vent Architectural sh"Iss 15• Building Paper rh,` cox Pipood el thing a/clips Pre-engineered wood roof trusses a 24 oz. 2b'-0" Ridge Vett CDX Plywood ehMthtng WC11 s Pre-engineered wood roof trusses • 24 oz. n RiiInsulation ikyisi� It d. Irterr Finish I/Gp Interior Finish I�/\ ReDe Trs4 -TLle ai^n/\V 12 e TO.Plate EL. --1H: " — — Master Bath 1248 SQ.FT. WMte Cedar Shingles 5" T.W. Tyvek Building OF ap 1'2" CDX Plywood Sheathing CL 2xb Wall Studs • ib" O.C. R-19 Fiberglass Insulation i rA TOTAL: 2999 SQ.FT. t'=" Gyp. Board int. Finish l0 �v 0 o flnleh Floor to suit SHEET TITLE: 34" TlG Plywood Subricor 0;8 SCALE: 2x12 Floor Joists • Ib" O.C. 1/411 = 11.011 m Second Floor EL• 109'-1" Mudroom Finish Floor to suit 314" T4G Plywood Subfloor 2x10 Floor Joists • ib" O.C. First Floor EL. -100'_O" ' — 2xb Pressure Treated sill (Assumed) U70x10" Andklor Bolts • b' oz. 3 1 Building Section 2 10 Scale: 1/4 = 11-011 10 Half wall beyond (3) 13/4"x n 1/99— Mc Lem. LVL Basin 4" Nom. Lally CoMn- 30 concrete 6 ML Poly F 6" Mni"mn e gravel fill— i 1d inti Sect ion Scale: 1/4�= 11-0il White Cedar Shingles 5" TA Tyvek Building 11.Fap 112" COX PI 81 mathirg Kitchen 2x6 Wall Studds a 16' O.C. R -IS Fiberglass Insulation 142" Gyp. Board Int- Finish Fintsh Floor to suit 34" T40 Plywood Subflcor 2x12 Floor Joists • Ib" O.C. Finish Floor to suit 34" T"i Plywood Subfloor 2x10 Floor Joists • ib" O.C. 2xb Pressure Treated sill 4"xl0" Anchor Bolts • b' or - ALL CONCEPTS, DESIGNS, LAYOUTS AND PLANS REPRESENTED BY THIS DRAWING ARE PROPERTY OF CADD TECHNOLOGIES AND WERE DEVELOPED FOR THIS PROJECT. NO CONTENT IS TO BE USED FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF THE OWNER. © 1999 REVISIONS: NO.: DATE DESCRIPTION: NEW RESIDENCE FOR: Foy 36 Snore Side Drive S.Yarmouth, SAA FLOOR 1: 1248 SQ.FT. V rA TOTAL: 2999 SQ.FT. GARAGE: �v 0 o a0 SHEET TITLE: Building 0;8 SCALE: 1/411 = 11.011 m DESCRIPTION: NEW RESIDENCE FOR: Foy 36 Snore Side Drive S.Yarmouth, SAA FLOOR 1: 1248 SQ.FT. �� rA TOTAL: 2999 SQ.FT. GARAGE: �v 0 o SHEET TITLE: DESCRIPTION: NEW RESIDENCE FOR: Foy 36 Snore Side Drive S.Yarmouth, SAA FLOOR 1: 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. SHEET TITLE: Building Sections SCALE: 1/411 = 11.011 SHEET NUMBER: 10 of 12 DATE: July 1. 1999 WORKING DRAWINGS Framing Notes and Specifications The following notes are suggested minimun requirements only. Due to a variance of codes per region, please refer and comply with all local codes. Consult with local engineers for all structural requirements. _ I. All framing lumber to be Not Douglas Fir (or better) with an allow- ble bending stress of 1200 ps.i. 2. All joists and rafters shall be aligned over etude below. 3. All headers shall be 2-2xl0's with 1/2" plywood flitch plate unless othewise noted. 4. Frame' to install double floor joists under ail partition walls parallel to joist direction. 5. Provide I row of Ix3 erose bridging at midpoint of all spans over 8'-0" in all floors. Two rows in spans over i6'-01'. 6. All exterior corners (Inside and outside) shall be braced with 1/2" COX plywood. Nailing schedule "if be ad commons at 6' o.c. at all edges and end commons at 12"ot. at all intemediate studs. 1. All columns or solid framing that extend down thru all levels and teminate at the basement floor shall be supported by a thickened slab, grade beam, and/or footing designed to carry load. 8. Provide double 2x8 strongbadk at mid span for telling joists with spans greater than 10'-0". S. Provide collar ties at upper 1/3 of vertical distance between ridge board and ceiling joists at 4'-O'o4. max. 10. Hip, valley rafters, and ridge boards shall be one "2x" size larger than rafters. II. Roof deck shall be 1R" COX plywood minimum. 12. Where pre-engineered floor and roof tnisses are used, truss manufacturer must provide shop drawinge ":i±!chl bear seal or registered engineer in state in which work is to be pe,rormed. 13. All ceiling joists and rafter bracing to bear on load bearing walls designed to carry load thru all levels and terminate at basement floor and be supported by thickened slab, grade beam, or Footing designed to carry load. 14. All basement walls, beams and columns to be designed by local structural engineer and meet all local codes. 15. All solid flaming, columns, beams, etc., to be designed by local structural engineer and meet all local codes. 16. All wood that comes in contact with concrete to be pressure treated. 11. Provide solid blocking above all beans and bearing walls. 18. All multiple member LVL beams to be joined as specified by rfa. Foundation Notes/Specifications General contractor to ensure that all materials and methods used In the development or this project are within Strict compliance or all governing municipal codes (local city, state, federal). I. All concrete to attain a compressive etrenoth or 3000 ps.1. warn 28 days of placement. 2. All Footings to rest on undisturbed soil of minimum 4000 psi. bearing capacity. 3. All footings to extend below Rost ltne/finish grade a n!n!ru- or 3'-6" and/or a minimum of I'-6" below original grade.. 4. All gravel rill under slabs to be compacted in layers or not more than 67. 5. All under slab vapor barriers to be 6 rill. polyethylene nF Sinn.: r 6. All foundation damp proofing to be brush applied (aephaltic) From top of footing to finish grade. 1. All anchor bolts to be 1/2"xl2" 0 6'-0" oc. maxtnun and to p-oject 4" above top of wall. Minimum of two bolts per Sill plate. 8. Foundation walls will not be completely backfilled until First floc deck Is completed with anchor bolts properly Fastened - S. All footing drains (inside 4 outside) to be 4" perforated p.vr- drain pipe. 10. All exterior concrete slabs and waAkways to have broo^ frtsYt Il. Provide 6x6 10/10 wwm. reinforcing for all concrete slabs on grade. 12. All cement for exterior slab use to be air entrained. 13. All expansion joints to be 1/2" Celotex "Flexcell" (or approved equivalent) and to extend the full depth or the concrete. Genera i Notes and Requirments 1. All work ehaIf be performed In accordance with all applicable national, state, and local codes and regulations. 2. Contractor shall verify all conditions and dimensions at site before beginning construction. Any discrepancies shall be reported for Justification and/or correction before proceedina with work Contractors shall assume responsibility for errors that are not reported. 3. All dimensions Should be read or calculated and neve- scaled. Construction shall be based upon dimensions shown. 4. Contractor shall insure compatibility of the bulldtng with all site requirements. 5. All wood, concrete and steel structural members shall be or good grade and quality and meet all national, state and local bulldtng codes where applicable. 6. All columns and/or built-up solid framing should be designed to carry loads and should extend dawn thru the levels below and teminate at the basement floor level or at other bearing pointe designed to carry the load. Design Load Specifications FIRST FLOOR 40 PSF t0 PSF SECOND FLOOR 30 PSF 10 PSF ROOF LOAD 30 PSF ----- ATTIC LOAD 10 PSF 10 PSF DECK LOAD 40 PSF ----- ,JlhT.OPIaLe Seeand Floor _ EL-lov-1" i Architectural Shingles "Butldfmq Papr t5' COX Piyaood &watMng 2x8 Ra Reis a 16"oc 2 -Pre -e gtneered wood girder busses. LLhlte Cedar Shingles 5' T1U. Tyvek Building Wrap tin CDX P!ysood al as L4ng Pre-engineered wood roof trusses a 16" oc. 4'-0" DOOR $ WINDOW SCHEDULE Genera I Abbreviation Key GONG. CONCRETE FL FLOOR DWG. DRAWING C4 -G. HT. CEILING HEIGHT EXG. EXISTING MIN. MINIMUM EXT EXTERIOR StP SHELF 4 POLE GYP. BD. GYPSUM BOARD B11. BUILT UP !"FD. MANUFACTURED WC WATER CLOSET MFR. MANUFACTURER LAV LAVATORY O.C. ON CENTER PKT. POCKET P.T. PRESURE TREATED BP. BI -FOLD PTN PARTITION SD. SLIDING DOOR R RISER CONT. CONTINUOUS W/ WITH STYR. STYROFOAM T413 TOP 4 BOTTOM POLY. POLYETHYLENE T4G TONGUE 4 GROVE FTG. FOOTING T.O.P. TOP OF PLATE DBL. DOUBLE ALUM. ALUMINUM MAX MAXR-IU 1 T111. TO WEATHER CONT. CONTINUOUS NOM. NOMINAL INT. INTERIOR FND. FOUNDATION S.L. SIDE LITE ,JlhT.OPIaLe Seeand Floor _ EL-lov-1" i Architectural Shingles "Butldfmq Papr t5' COX Piyaood &watMng 2x8 Ra Reis a 16"oc 2 -Pre -e gtneered wood girder busses. LLhlte Cedar Shingles 5' T1U. Tyvek Building Wrap tin CDX P!ysood al as L4ng Pre-engineered wood roof trusses a 16" oc. 4'-0" DOOR $ WINDOW SCHEDULE OTO MODEL NO. ROUGH OPENING TYPE REMARKS 2 C335 6'-0 3/8" X 3'-5 3/8" CASEMENT ANDERSEN i C34 6'-0 3/8" X 4'-0 1/2" CASEMENT ANDERSEN 2 C35 6'-0 3/8" X 5'-0 3/8" CASEMENT ANDERSEN 4 CI4 2'-0 5/8" X 4'-0 1/2" CASEMENT ANDERSEN 2 C15 2'-0 5/8" X 5'-0 3/8" CASEMENT ANDERSEN 1 C24 4'-0 1/2" X 4'-0 i/1" CASEMENT ANDERSEN 4 CWI4 2'-4 1/8" X 4'-0 1/1" CASEMENT ANDERSEN S CWI5 2'-4 1/8" X V-0 3/8" CASEMENT ANDERSEN 1 P4050 4'-0 1/2" X V-0 3/8" PiCTURE ANDERSEN I CTC2 4'-0 1/2" X i'-8 3/4" nil= ROUND ANDERSEN I FWS 6068 6'-0" X 6'-8" GLIDING PATIO ANDERSEN NOTE: ALL WINDOWS 4 DOORS ARE DESIGNATED WITH ANDERSEN NUMBERS Familu ROOM Bedroom 12 28'-0" Continuous Ridge vent _TtiA)m "P'" Architectural shingles W Build nnqq Paper CAXIPlywood Sheathing w/el" Pre-engineered wood roof trusses a Irooc. R-30 High Denelty heulauon 112' GWBd. Irmerior Finish W White Cedar Shingles 5' TIV Tyvek Building UlFap y:" CDX Plywood Sheathing irlette 2x6 Ulan Studs a 16" O.C. RAS Fiberglass Insulation t'z" Gyp. Board Int. Finish Finish Floor to suit 34" Tits Plywood Subfloor 2x12 Floor Joists r 16" O.C. Bedroom #3 Finfeh Floor to suit si4" T4G Plywood 60bfloor 2x10 Floor Joists a 16" Or- lmfloor _44 ------ _ ___ _ IVEL.•Im0'-D" . (Assumed) 2x6 Pressure Treated 8111 t•4"x10• Anchor Boge • 6' oc. /3)1 3/4"x ll Micro Lan. L' 4' Non. Le119 V Concrete Slab over 6 Mil. Poly File - 6' Minnwrn compacted gravel rill Sul Id in Section Scale: 1/4'= 11-01' Crawlsaace ALL CONCEPTS, DESIGNS, LAYOUTS AND PLANS REPRESENTED BY THIS DRAWING ARE PROPERTY OF CADD TECHNOLOGIES AND WERE DEVELOPED FOR THIS PROJECT. NO CONTENT IS TO BE USED FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF THE OWNER. © 1999 REVISIONS: NO. DATE: DESCRIPTION: M 1 -11111 rml- NEW RESIDENCE FOR: Roy 36 Shire Sid8e ®rive S.Yarmath, MA FLOOR 1: 1248 SQ.FT. s 1751 O pe�r�i \o g -d e� SQ.FT. GARAGE: 576 SQ.FT. -11111 rml- NEW RESIDENCE FOR: Roy 36 Shire Sid8e ®rive S.Yarmath, MA FLOOR 1: 1248 SQ.FT. FLOOR 2: 1751 SQ.FT. TOTAL: 2999 SQ.FT. GARAGE: 576 SQ.FT. SHEET TITLE: Milding Section SCALE: 11411 O 11.011 SHEET NUMBER: Il of 12 DATE: July 1. 1999 11111 "on WORKING DRAWINGS