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HomeMy WebLinkAboutCottages At Lewis Bay - Foundattion & Floor Plans - Unit 5NOTES: CONCRETE: FOOTING SIZE PER PLAN, 3000 pill (28 DAY) CONCRETE POURED ON UNDISTURBED EARTH OF SUFFICIENT BEARING CAPACITY AFTER APPROVAL BY LOCAL INSPECTOR. LALLY COLUMNS TO BE 34/2" CONCRETE FILLED WITH METAL TOP AND BOTTOM PLATES ON CONCRETE FOOTING OVER UNDISTURBED EARTH. FOUNDATION WALLS PER PLAN, POURED CONCR€TE 3000 pat (28 DAY). ALL POURS TO BE CONTINUOUS WITHOUT COLD JOINTS (UNLESS APPROVED BY ENGINEER). 2"x4" KEYWAY BETWEEN WALL AND FOOTING. ANCHOR BOLTS, 1/2"x12", TO BE INSTALLED NOT MORE THAN 12" FROM EACH CORNER AND 6'-0" MAXIMUM O.C. SLABS: BASEMENT FLOOR TO BE 3-1/2" 3500 pall (28 DAY) OVER 6 MIL POLY VAPOR BARRIER OVER COMPACTED GRAVEL/STONE COMPACT ALL BACKFILL UNDER CONCRETE AS PER CODE STANDAS LEWIS BAY - UNIT 5 - WINDOW SCHEDULE C' 1 iT lD NO. UNIT CALL SIZE UNIT ROUGH OPENMG UNIT STYLE QUAN NOTE6 O2b" x 5'-0" 2'-1-3/4" x 4'41-3/4" DOUBLE -HUNG 2 PF/ / d - 2559 OH O4'-3" X E51-0"4-2-3/4" X 4'41-314" D0U94E-NUN6 1 PELLA - 2559 DN - DOUBLE UNIT O3 -0 3'" x 4'-6" 3'-1-3/4" x 4'-5-3/4" DOUBLE-F/IJNG I PELLA -.9752 DN O4 b'-0" x 4'-b' 6'-2-3/4' x 4'-5-3/4" D4X6464NUNG I FELLA - 3753 DFI -DOUBLE UN/T IBATN UNIT - TEMPERED CLAS O6'-0" x 51-0" b'-2-3/4" x 4'41-314" DO104E-HUN6 3 PELLA - 3759 DH - DOUBLE UN/r O9'-0" x 5'-0" 9'-3-3/d" x 4' -II -3/4" DOL✓ 4E -HUNG 1 PELLA - 3759 DH - TRIPLE UNIT (D 3'-5" x 3'-5" 3'-6-3/4" x 3'-5-3/4" CA6EMENT I PELLA - 2141 CASEMENT - DaMLE UNIT g 4'-3" x 3'-51I 4-2-3/4" x 3'-5-3/4" CASEMENT I PELLA - 2541 CASEMENT - DOUBLE UNIT g 2'-I" x 2'-I" 2'-1-3/4" x 2'-1-3/4" CASEMENT 3 Pa" - 2525 FIXED CASEMENT Ip 3'-0" x 4'-0" 2'-11-3/4" x 3'•II-3/4" CASEMENT 2 PELLA - 3547 FIXED CASEMENT 6pI 8'-9" x 3'-4" 8'-9-3/4" x 3'-5 3/d" C/RCLE14EAD I PaLA - 10525 CM FIXED C/RCLENEAD SEE 61)PPL/ER/MAMIFAC7Z1RER SPECS FOR ADDITIONAL DETAILS ON COLOR, 6"65, NAROIUAR� ETCC, 3049 &NDOIU MEETS OR EXCEEDS EGRESS CODE OF: 5.7 Ba FT, OF CLEAR OPENABLE AREA 20" OF CLEAR OPENABLE ODT14 24" OF CLEAR OPENABLE HEIGHT GILL HE/6HT NOT GREATER num 44"ABOVE F/N16HED FLOOR RD . USE CONSTRUCTION JOINTS OR SAWCUTS TO LIMIT ANY SLAB AREA TO 400 SQUARE FEET, ESPECIALLY AT CORNERS. ALL CONCRETE WORK TO BE PERFORMED IN ACCORDANCE WITH A.C.L RECOMMENDATIONS FOR SUCH WORK. DAMPPROOF EXTERIOR OF FOUNDATION BELOW GRADE, INSTALL FOOTING DRAINS AS REQ -0. DO NOT COVER WORK UNTILL INSPECTED BY LOCAL BUILDING OFFICIAL. PROVIDE VENTING TO CRAWL SPACE AS REQUIRED BY LOCAL CODE - --- --- --- --- - --- - --- - --- - 1 TONE RETAINING WALL TOP OF WALL ELEV 13.00 LLLGGG 1 1 I I 1 I BLUESTONE PATIO _ II' -0" (ELEV I11.50)60J , , p 1 , 1 r--------------------------- ---- - 0 I I v v v " Q T- ------------------ , ---- - ------ ----- -- POCKET ___.{Y ____ , e POCKET lTI'P.1 ' ' �& • o O a O , 1 <,� ! 1 1 DROPTOre 9 16' ' v e- = FOR HATCHWAY 6'-4" I I u 1 9'-1014" i i r --------rl„--------- __ v_____e __ ; x iiiii GE OF PORCH ABOVE o o v o D i In nu+ i a.� ; T I ul III11 / 2x10 FL R JETS A Ibn O/G , 111 2x10 FL'R JETS r I6 O/C 11111 ' "' , _ - - ulu - _ a.a ; Cum i ; - ♦ r --------------- - ------------- r 3,2./ III:: n ; 1 Q J . BEAIT. f3) 3x13x10 P7 - - eEAn, f3J 1rzb PP •5' I r 1 .D L _ --------- _ ____, 4•" tM PT POST . , 4_ C' OW aONO 'NSE mn-- IIIn��yyj11 • D n • ' I 11111 , , 49' DEEP 1 =,�, N 1133+ 1 1 ll r¢I 7 b.�u __- _, , 1 7�1 '"n d'-1114" 4' -II" i 4' ; i41 F i ffip i tellr------ Ili '+ 1 --J __.. 1 1 I 1- - --- -------- ---- ----- -----------IT r I----- I _ , u11 , IBEAn f3)&C=== IR I �'G - - --------- 1 ------ I 1 I I I 1 ---- -ju ------------------- - ---------- 1 LROP WALL V -6 -In' _ POCKET STP.) I I 1 .r� I 1 1 2x10 FL'R JSTS a I6" O/C 5.I U i i 1 1111+ CRAWL SPACE 1 0 um 1 i ,► I ;rum ; 0 FLOOR ELEV 5.00 ;L14' i .D i ; VIII i I O i i PROVIDE VENTING To CRAWL SPACE AS REQJIRED E17 LOCAL CODE I 1 nm 1 I = I O 1 I O CRAWL SPACiF 1 r -'I C • ° 1 ; ; 11111 i OEM. f3) TeIO 4 DFIR ; I ; BEAM4 '�lO 4 DR' 1 4.4 1 -tea__ _=ale== _aa=a .ca=ac �__c------etc==EE. 1 I 1 I J 1 1 1! I 1 1 I 1 1 + � IIJ i ffi'-4'4` n" 26'-rryi" i 4' lu 1 ' I 1111 ' � db. STFB L.L'iT COLV4! ; d I Ir111 VTu Top J lk"C'm PLATE ON I I 4'4 2x10 FL'R JSTS a 12" O/C JK iiiii x''30'"� "•Q ;- `i ; j ❑ 33!33--; — CONCRETE PAD O , — 0 1 , C' 1 iT 1 C iiiii + r UNIT RCV614 OPENING Sleeping Rooms and AtUas Design loads: Live load Calling Jolats: 20*/af, Dead load 100/or L/240 ro"i34"n'o• x 61.0 Drywall telling, No Future Rooms, Limited storage Design loads: 1 1 19 I + I 1 U1 FELLA - -1282 FIXED/VENT-OX SLIDING FRENCH DOOR D-3 12'-0" SLIDING II' -B -T/8" x 6'-10" WOOD -CLAD PELLA - 14182 FOUR PANEL-OXXO SLIDING FRENCH DOOR I I 13311 1— SEE' 61h`DP4IER/MANUFACTURER SPECS FOR ADDITIONAL DETAI46 ON COLOR, 61-A56, HARDWARE, ETC � Inn I f iV 1y1l OR WALL )'•6 -VI' = iLL IBEAM POCKET RTP U331 uw c`I o 1a -___ 1 4.4 ----------LNC' Q "91 i i-------1_1,�1N,�-.v.-I� ICAL BASE7194T FLOOR. ( " �I •D ; .3-1& CONCRETE SLAB 1 e e n - - • = . ♦♦ ,• P 1 1 m 1 1 -EXPANSION JONTS AS REQb 1 a, _-------- —--------- 14 _ _ ♦ ,• �_ __J !1 D,a -1 MIL POLY VAPOR BARRIER , — — V • ♦--------- ---� P. 1 //7 `1111 Ib° •D i 14'-4" !` 1 '410, I6'-0" '-0" 5'-6" 2'-0" 6'-6" i D ; D,► ; 2x10 FL'R JSTS o 16" 0/C ; ; BLUES TONE PA 70 J•Q i (ELEV 11.50) 'D ; 'POURm FOWALL UNDATION WALL D° i ------1 1 1 X)' WIDE x b• DEEP I 1 82 1 CONCREIF FOOTNG --------------------------- 1 1 I 1 I • e• C e D e -- o--- O ` - --O ---------------- ------- �'• I STONE RETAINING WALL(F� \� FOMIDATION DAMPPROOFEDI TOP OF WALL ELEV 13.00 . - \\`v'7/ WATERPROOFM AS REQ'D �J. ' FOOTNG DRAINS AS REQb UN/7' F'DCINPIT 1`IoN Fl. AA/ SCALE: 1/4" = I' -Oil UNIT 115 FLOOR FLAN SCALE: 1/4" = 1'-0" 13,31 SF FIN FLOOR ELEV 12.50 NOTES: IS 6MOKE DETECTOR 00f� A e HEADER (2l 2x6 *2 DFIR B J HEADER (2l 2x10 02 DFIR C : HEADER Cl 2x12 02 DFIR ALL INTERIOR HEADERS TO BE 112.) 2x8 $2 DFIR UNLESS OT14ERW16E NOTED ALL ELECTRICAL TO MEET CODE 41999 NECJ ALL MECHANICALS TO CONFORM TO CURRENT BU/LOM6 CODES LUMBER DESIGN STANDARDS: ()eetgn Load$: Live load Floor Joists: 400/or, Dead load 10rt/ef L/360 LUMBER SPECIFIED IS 02 DFIR WESTERN LARCH "Fb' SINGLE USE a S-15 pet, REPETITIVE MEMBER USE - 1150 psi: "E" - 1,600,000 Intel LEWIS BAY - UNIT 5 - EXTERIOR DOOR SCHEDULE All Rooms Except Sleeping Rooms and Attlea ' Design loader Live load Floor Jolats: 306/or, Dead load lONer L/360 UNIT RCV614 OPENING Sleeping Rooms and AtUas Design loads: Live load Calling Jolats: 20*/af, Dead load 100/or L/240 ro"i34"n'o• x 61.0 Drywall telling, No Future Rooms, Limited storage Design loads: Live load rafters: 300/sf, Dead toad ICs/ef L/240 D-� Medium Roof Covering, Drywall, No Attic Space Dealgn loads' Llve load exterior clack Joists: 60"/$f, Dead load 100/sr L/360 LUMBER SPECIFIED IS 02 DFIR WESTERN LARCH "Fb' SINGLE USE a S-15 pet, REPETITIVE MEMBER USE - 1150 psi: "E" - 1,600,000 Intel LEWIS BAY - UNIT 5 - EXTERIOR DOOR SCHEDULE /D NO. UNIT CALL SIZE UNIT RCV614 OPENING UNIT STYLE NOTES D-1 ro"i34"n'o• x 61.0 S'-5.114" x 6'-10" FIBERGLASS FELLA - 10-30-10 RW - (SEE SUPPLIER SPECS) D-� 6'-0" SLIDING 6'-0" x 6'-10" WOOD -CLAD FELLA - -1282 FIXED/VENT-OX SLIDING FRENCH DOOR D-3 12'-0" SLIDING II' -B -T/8" x 6'-10" WOOD -CLAD PELLA - 14182 FOUR PANEL-OXXO SLIDING FRENCH DOOR SEE' 61h`DP4IER/MANUFACTURER SPECS FOR ADDITIONAL DETAI46 ON COLOR, 61-A56, HARDWARE, ETC I1t11 .15 L? U".•^ 1` le ...•. •• F AP f t� • 11 f \ I • rrr�rrt tl:�!•r lr�rrM�m O IF .rrrrrr t oor OWN rrrIII, • iiii rrr' 11111111I n r.r „� 1 • 0, ■► iii © ■mmma mm rrrrr. -rrrr ..rrrSNnww , ...rrrr, I .rrrrr... -mammon 'iurrrrri 4 � Ra F Q aU 0 a1 f t� • 11 f \ I • rrr�rrt tl:�!•r lr�rrM�m O IF .rrrrrr t oor OWN rrrIII, • iiii rrr' 11111111I n r.r „� 1 • 0, ■► iii © ■mmma mm rrrrr. -rrrr ..rrrSNnww , ...rrrr, I .rrrrr... -mammon 'iurrrrri