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HomeMy WebLinkAboutFloor Plans■ f I M � d- V) I W O LLI ly- < CL X OLLJ V' O (w/1 o C O z.=zY N Nwrg0� � o Z 0 WNzzqa O oho Q ,aU mow~ -7 J col-, ow=ted W O Nw-r i Lj N NWU, vi w=p wrw M � � w z � <Z!, Wz og~o CD v-, O vmo iy- W =ot; 0Ay VIVO opVl II z ug0- ON � ozm��do 0 w W -� Zof rtm } z z V \ O o aCL V) U UNIT B DEFT ELEVATION FRONT ELEVATION ELEVATION NOTES: — FRONT TO BE RED CE.",�R CLAPBOARDS BOX of AT 4" T.W. ' k' — SIDES TO BE WHITE C...','. -)AR SHINGLES AT 5 1/2" T.W. ALL TRIM TO BE ' 1 X PINE — DECK RAILINGS TO BE A MIN. OF 3'-0" HIGH — ROOF PITCH IS 10/12 — ROOF TO HAVE EITHER ASPHALT OR FIBERGLASS ROOF SHINGLES RIGHT ELEVATION. M Cl\j V) p W0 LLJ Q_ V) x ' UNIT A o J cZ Wo UNIT B n NW ��� TOTAL BASEMENT INTERIOR SQUARE FOOTAGE = 954 S.F. TOTAL BASEMENT INTERIOR SQUARE FOOTAGE 954 S.F. !Q N"' oZo TOTAL BASEMENT WINDOW REQUIREMENT, 1 /50 = 19.08 S.F. TOTAL BASEMENT WINDOW REQUIREMENT, 1 /50 = 19.08 S.F. Z o za I— I TOTAL BASEMENT WINDOWS SHOWN = 20.80 S.F. � � � Q o N W o N TOTAL BASEMENT WINDOWS SHOWN - 20.80 S.F. (2 LLJ w=o wC, a~oz z�� w 4 aoo Lli z w0l- o �- hyo Am m. U w r II oo 0-0 nzft z°z gWW Woodo �o53'-8" 53'-8" Z�ZZW mrnU (90 zg2 4'-0" 5'-4" 8'-4" 9'-4" 13'-0" 13'-8" 13'-8" 13'-0" 9'-4" 8'-4" 5'-4" 4'-0" 4'-10" 4'-10' 2" 2,r 4'-10" 4'-10" P.T. 2 — —Ii — .. -.. — ,.. ,. -,fiiIII - �—•- -II — .n --v�-a-,--X II 8 -- - P- .T— .- , Y2 . -X— " 10 —WII �1IOII!I!I11 O ��\;trz��fiyh :''`.• BLIIIIIIiI1III E—A—Mt -- ----- -,�.- /'- �� .'`. A,F!I!II�I!IIIII .�r, ;Ii!!II!II!II �°5o°a°I°Pt.Q -. °°O`° +0-5\ P•.--,° Q°��.Q,�e .--..::.� � r^ P.T. .rT# ,.. X IIIIII!IL8!IIII !I -.- & ! - .P,t r.T�-- . - 2I-- — X--- - 1--0—'-- W -o' --oFI— -D -BEAM 2" O CONC FILL D SO OTU E 12" O CONC FILL SOOT -U E GRAE (P.) RADE (TYP. -0" MIN. ELO -—-, - 4—'---- --III --_ -- F -{ I • -��+--.r — ----- .,- . -rII ,. --Ii.s—,<-I . I :..-. .I— -. .f--�.{ . .—k - ..r - ,:4II. „--�S L---. - ,1 , —i i. ✓--f. —,--. 1 . -1- . 1 .. J . ---rh,..1- .. —. I I iI 1--,.. - ..1'. . —{ - ., «r.. — —1 -I Y — II , L ry r — —� -„—. "BILCO” "BILCO" " SIZE C SIZE C co BULKHEAD DROP TOP DROP TO BULKHEADOF FND. 0DP T. 2 X 8S © 1 0. . .T. 2 X 816O.C.FORFOR BULKI BULKHEAD HEAD � � r ji�b_y"I�N .p•�.�iI+j�'7 ; I=s —----------------- ----------------- — —--------- — -j- - - - - - - - - - - - - —- - - - - - - - - - -- - - - - - - - - - - - - 2 20 0 SZ oz Z 2820 CM KM K IIIII!II (I1IIIIII toD '' •1 ,'' -- a 08" P.C. FND. WALL ON A8" P.C. FND. WALL ON A I Io 8" x 1s" P.C. FG. 4'-0" MIN. BELOW GRADE FTG. 4'-0" MIN. BELOW GRADE RAMIN2 X0 S ®6 O.C. I I I8"x1s1 TYPCAL FIRST L00 FRAMING 2 1 S 11C.C. P.C... ITYPICAL FIRST FLOOR —J ND0.Q 1 CAR GARAGE1 CAR GARAGEM A E E T BSN 86 z LLi o ------- --- --- --- ---- --- --- --- ---- --- --- ---- ----- --- ---- ------------- --- --- --- ---- --- --- I >U N � I �� 1 4" P.C. SLAB WITH 4" PCSLAB WITH 6" X 6" # 10 WWM 6" X 6" #10 WWM OVER 6 MIL. POLY VER 6 MIL. POLY �o OR BARRIER OE �t R 6 '5 6'-5' -5"o o COMPACTED EARTH z50v ; nL f 7 X 10,S7r 9 ' -i P 14- X 1 ".S QiL L L- -J -J ip7,J N BEA POC ET MI BEA I )8 AM POCKET W 1�2'-4" 3 1/2" 0 CONC. ILLED COLU N 0 A 3 /2" CO C. FI LED GLUM ON A OOTIGo 2 -6" 2'- X 0" PC. FO TING z Z 2'-6 X 2 -6" 10" P.C. o a I PRO DEROSSRIDGIG ® MIDSAN O-_ ALL JOIST OROVIECRSSBRDGIN® MIDSPAOFLL JOISTS p n V RYCONSTRU T F. ./CHI EY CCO DING 0 M STA E BU LDING 0 S G CODE POURED C NC. LAB WITH 4" OUR D CONC. LAB WITH E" X " M 0 R MI PO X WWM OVER ' DROP TOP OF FDN. 00OR ARRI R OVER OMP CTE EAR H ( .) DROPTOP OFFDNVAPDR RIR 0 RCMP „TED EAR H ( P.) o e 777117 LMOKMO K 4 4 ------------ -------------------- —------------- J � _ Y H.d. i M! I 4"4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` - ' II - - - - - - -; <> iI h L < ? - - - - - - - - - - - - - - - - - - - - - - - - - - - 3-1 2 1o's 8" POURED CONC. FOUNDATION -I I — ------ �1 : I I �6Y/�'lII )���,I1aSR/I�II'',dIRv �°`�•` •v`� 'I�I •LcoR.` •i•�i_•%•,•"Y 1 --B--------U"-5)Jy•:���d• o r�.II�I •�•��'��f°4rm:c.''Vi mor: !!!(IIII I1II Jo9�.�. �-°�c4.aE�,XTq. �-II I' # -J'I . . F 8" POUR ED CONC. FOUNDATION WALL 7'-10" HIGH WITH A WALL 7'-10" HIGH WITH A BITUMINOUS ASPHALT FINISH BITUMINOUS ASPHALT FINISH ---------- --------- $- - - -- ON A 8".X 16" P.C. FOOTING (TYP.)ON A 8" X 16" P.C. FOOTING (TYP.)._. 10'27'-8" 10'-0" 2'-4" 2'-9 9'-6" 21 21 9'-6 2'-9 2'-4" 27'-8" 40'-0" 14'-0" 14'-0" 40'-0" RIDGERIDGE .• i LLJAUJ� 3 UNIT AUNIT B IREWALL TO UNDERSIDE OF ROOF 94 V) WALL SHEATHING Z 2 X 4 SIUDS 0 10" U.C. m A' NJ1 p 1 X 4 X 7 1/4' P.T. BLOCKING ® 16- G.C. 2 LAYERS 5/8- FI CODE!nY�R!S 5/8" FIRECODE co NOTE: CONTRACTOR TO VERIFY THAT LAG 2 X 4 STUDS ® 16" O.C. LAYERS 5/8FIRECODE ¢NBOLTS AREIMBEDDED INTO STUDS l\ AND OX AND NOT ATTACHEDLo 1771 TO SHEATHING ONLY W = 2- 3/8"0 X 4 1/2- LAG BOLTS ® 5" O.C. 2 LAYERS 5/8" FIRECODE L.LjL� 7W1- I II !II I! I io co -- _. I' � ODJi II i`1 LI_J ~UA ; ,L�J wW-y LJC $ X / P.T. 2 x 8 BOX CONC. SLAB 2 X 6 P.T. BOTTOM PLATE FIREWALL SECTION X-XGALV. FND. STRAPS 32" O.C. IMBEDDED 1/2" 1-0, IN CONC. A MIN. OF 12 (TYPICAL) JOIST HANGERS (TYPICAL) P.T. z, X 0 JOISTS 16" O.C.DECK ATTACHMENT DETAIL FIREWALL SECTION Z -Z I � I i I I d CONT. RIDGE PENT I 2 X 12 RIDGE (TYP.) 2 X 6 COLLAR TIES ® 16° O.C. TYPICAL ROOF CONSTRUCTION _ CONT. RIDGE VENT L�� ASPHALT ROOF SHINGLES OVER 2 X 12 RIDGE BOARD APPROVED SHINGLE BACKING OVER TYPICAL ROOF CONSTRUCTION _ CONT. RIDGE VENT 1/2" EXT. PLYWOOD (FIR) OVER ASPHALT ROOF SHINGLES OVER 2 X 10.RIDGE BOARD Lj < W ROOF RAFTERS (TYPICAL) APPROVED SHINGLE BACKING OVER 1/2" EXT. PLYWOOD (FIR) OVER Cy - 2 X 8'S ® 16" O.C. n- ff��O i- -� 2 X 10'S 0 16" O.C. r TOP OF PLATE 1L OF RAFTERS (TYPICAL) X -._.-.-._._.-._.-._._.--.-._.-.-.-. - _ TYPICAL ROOF CONSTRUCTION (� . X 1 .; ASPHALT ROOF SHINGLES OVER O W r w�- 10 APPROVED SHINGLE BACKING OVER O -I tz izY '� 2 1 /2" EXT. PLYWOOD (FIR) OVER N V) w r o cc 1 X 6 ST k1T C. ROOF RAFTERS (TYPICAL) ( Z z 3 i•-- 2 X 8 COLLAR TIES ® 16 O.C. �� w � � o w W �f'�1P �za —< .. \ G 9" R-30 F.G. INSUL. 5�' � .. /v�' z r� 3 o z 3 1/2" R-13 F.G. INSUL 0 i �r . , •�� au > ,rte i RfPRCr`UCTIOV A } o J w- OW r t - SKYLIGHT LOCATION "i'A 1F4 0 L hs er /`, H i W C'4 0-0 ,n - 4 co i 1 -0° f BONUS ROOM �� ii , + / AI FVFA,ONa wW6 � ii '� SKIMCOATPL:TER OVER 1/2° /3 A 3" A 0 a z z r BY x ¢ W 4 <'`c _ /y� id i' �.•F. LET:, !*5 Eut Ira ral .� Z } 5-: w r i'\:�:BLUEBOARD';OV 2. X 3 1 Fr rV�a CL Wa O j/` S�RA�'PING 0 1;6� C. 5/8" PLYWOOD S I BFLOOR ° 0 r 2 0 of re r „ o r w.-.9" R-30 F. IN L.U) w x v a n<5' i . er'4, � ° �c c o TOP OF PL r 2ND FIN. FLOOR ii �' ee" "°`� 5� {� •• rc s; �o,000 , o F r se I w a o w .^ .<.-' 1 i C P.�`t F F,' v !_. °. • CALL TI IF Ccs .� O rC).yUIVG'f O�(n 2 X 10'S 0 16" O.C. '• 2 `X 10'S`® 16 — — — �_„ 2 — 6 X 8 W0, D EAMS , NON ,STRUCTUR ,) �f "" LA a3� cn • l _ ; i Q t BSc r'• C'.`t�, �,/'� • . . �!•`..; Z V) -3 w O LiLi z w SKIMCOAT PLASTER OVER 1 /2" I I \ 1r1��W BLZJEBOARD OVER 1 X 3 M- ',:So `USE \KANT E SAyG ' RAFTER TIES OR SIMILAR-/L;jd J\ (n Oa oz 3zz STRAPPING 0 16" O.C. TYPICAL WALL CONSTRUCTIONWHITE co OVER '1YVECKSOVERES Cc 1�2" EXTERIOR.Wf/t 'r r L- U ol1 3 1/2" R-13 FIBERGLASS INSUL. (TYP.) i I ,! 'v PLYWOOD OVER 2" X 4 X T-4" STUDS � � ��' 0 16" O.C. WITH 2 TOP AND 1 BOTTOM " LIVING ROOM DINING ROOM 1 CAR GARAGE BEDROOM BEDROOM PLATE = 7'-8 1/2" STUD WALL II 6" R-19 FIBERGLASS INSUL. (TYP.) < 6" R-19 FIBERGLASS INSUL. (TYP.) II 3/4" PLYWOOD SUBFLOOR i I 3/4" PLYWOOD SUBFLOOR t uI FIN. FL. I I 4" P.C. SLAB W/ 6" X 6" x/10 WWM OVER 6 MIL, P.V.S. OVER EARTH 2 X 1O'S 0 16" O.C. 2 X 10'S ® 16" O.C. 2 X 4 P.T. BOTTOM PLATE 3- 2 X ] j / PITCH 1% WN. TOWARDS ENTRANC O'S E GRADE 2 X 6 P.T. SILL WITH SILL SEAL b 4 - 2 X 1 O'S WOOD BEAM \ \\ \ I 2 6 P.T. SILL WITH SILL SEAL \ \\ \\ PROVIDE 45' CHAMFER z 1. GALV. FND SILL STRAPS I 4 - 2 X 10'S WOOD BEAM 0 32" O.C. IMBEDDED IN GA FND SILL STRAPS 1 -4 8" P•C. FOUNDATION WALL CONC. A MIN. OF 12" (TYP.) 3 1/2" 0 CONC. FILLED STL. COL. (TYP. @ O.C. IMBEDDED IN 3 1/2" 0 CONC. FILLED STL. COL. (TYP. 0 � CO 1C. A MIN. OF 12" (TYP.) 8" P.C. FND. WALL 7'-10" HIGH a. rn 8.. FND. WALL T-10" HIGH v (n co BASEMENT • I BASEMENT :. 8" x 1s" P.C. FOOTING �� �J � 3 1/2" CONC. FILLED STL COL. (NP.) O CN O 4" POURED CONC. SLAB WITH 4" POURED CONC, SLAB WITH i 6" X 6" R. WWM OVER 6 MIL POLY 6" X 6" R. WWM OVER 6 MIL POLY SECTION THROUGH GARAGE VAPOR BAR. OVER COMP. EARTH VAPOR BAR. OVER COMP. EARTH i TOP OF FTG. e U U 8" X 16" CONT. P.C. FTG 2'-6 X 2'-6" X 2'-6" POURED CONC. FOOTINGS FOR COLUMNS NOTE: SEE SECTION A FOR TYPICAL NOTES SECTION A SECTION B- 1/4" = V-0" 1/4" = V-0" I ----I E A a E FR S; C" E ED U I- E I SUPPORTING ROOF ONLY SUPPORTING 1 STORY ABOVE SUPPORTING 2 STORY ABOVE SIZE F HEADER MAX NTH MAX. LENGTH MAX LENGTH 2— 2 X 4S 4-0 N/A N A 2— 2 X 6S 6— 4-0 N A 2-2X8S 8-0 6-0 NA 2-2X1 S 10— 8-0 6-0 STRUCTURAL MEMBERS YY SCHEDULE SOLE PLATE TO JOIST OR BLOCKING 16D 0 'J QTY. TYPE OPENING STUD TO TOP PLATE 2— 16D S A 2 STEEL— 4 LITE 3'-0" X 6'-8" FRONT ENTRANCE N66-4 S 2 FIRE DOOR 2'-8- X 6 —8 2-16D C IND 0 W S C H E D ULE N0. QTY. ROUGH OPENING R -VALUE TYPE REMARKS 1 4 2'-6" X 4'-10" 2.38 DOUBLE HUNG 24 X 24 D.H. 12 OVER 12 2 1 4'-9" X 5'-0 3/8" 2.38 CASEMENTS ANDERSEN CW25 3 2 '- X .3'-6" 2.38 DOUBLE HUNG 24 X 16 8 OVER 8 2 7'-9 1/2 1' X 7'-4" (TOTAL) 2.38 DOUBLE HUNG TW2042/TW3452/TW2042 2 3'-5 5/8" X 1'-11 3/16' 2.38 CIRCLE TOP W ANDERSEN CTN 4 7 2 3 —5 1/4" X 3'-5 U8- 2.38 CASEMENT ANDERSEN CN235 8 2 2'-6" X 3'-3 5/16- 2.38 SKYLIGHT ROTO SV — 14 STRUCTURAL MEMBERS YY SCHEDULE SOLE PLATE TO JOIST OR BLOCKING 16D 0 'J QTY. TYPE OPENING STUD TO TOP PLATE 2— 16D S A 2 STEEL— 4 LITE 3'-0" X 6'-8" FRONT ENTRANCE N66-4 S 2 FIRE DOOR 2'-8- X 6 —8 2-16D C 2 WOOD ATRUIM 6'-0- X 6 —8 6'-0- 2 DOR UNI D 2 STEEL 9 LITE 2'-8" X 9'-- �8 — E 14 INT. 2'-6- X 6'-6" 8D 0 F 1 4 INT. 2'-4" X 6r--6 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DOOR SCHEDULE SOLE PLATE TO JOIST OR BLOCKING 16D 0 'J QTY. TYPE OPENING STUD TO TOP PLATE 2— 16D S A 2 STEEL— 4 LITE 3'-0" X 6'-8" FRONT ENTRANCE N66-4 S 2 FIRE DOOR 2'-8- X 6 —8 2-16D C 2 WOOD ATRUIM 6'-0- X 6 —8 6'-0- 2 DOR UNI D 2 STEEL 9 LITE 2'-8" X 9'-- �8 — E 14 INT. 2'-6- X 6'-6" 8D 0 F 1 4 INT. 2'-4" X 6r--6 G 1 4 INT. 2 r -- -0 X 6'-6" H 2 BIFOLD 6'-0" X 6'-6" I FASTENER SCHEDULE FOR STRUCTURAL MEMBERS JOIST TO SILL OR GIRDER TOE NAIL 3— 8D SOLE PLATE TO JOIST OR BLOCKING 16D 0 16" O.C. STUD TO SOLE PLATE 2— 16D STUD TO TOP PLATE 2— 16D 0 < (n DOUBLE STUDS FACE NAIL 1 O 0 24" O.C. MIN. BUILT—UP HEADER TWO PIECES W 1/2" SPACER 16D 0 16 O.C. 0 EDGE CEILING JOISTS TO PLATE, TOE PLATE 3— 8D CEILING JOISTS TO PARALLEL RAFTERS 3— 10D RAFTER TO PLATE, TOE, `WAIL 2-16D BUILT—UP CORNER STUDS.' 1 O 0 24" O.C. RAFTERS TO RIDGE, VAL:LE-Y OR HIP RAFTERS 4-16D RAFTER TIES TO RAFTERS 3- 8D 3Z4" SUBFLOOR TO JOISTS EDGES 8D 0 6" O.C. SUBFLOOR TO JOISTS , NTERMEDIATE 8D 0 12" O.C. 1/2" SHEATHING TO STUDS EDGES 8D 0 6" O.C. SHEATHING TO STUDS INTERMEDIATE 8D 0 12" O.C. 1/2" SHEATHING TO STUDS GABLE WALLS 8D 0 6" O.C. JLj v� �L �>U a_ 0 < (n -i 0 D 1 V) M. IJ I, I• I, I I L I ce LLI 01 Z U LI)3 A W Z A q A N ci- Lo F- L) AQr- W� A Q A (Il Z¢ C <<cy- CO 000 pq 2: W O �o Q 0 O } W 2 J W L� Ln W C3 z IY Q_ f-, ~ Li W Lij P4 W _W LL - I ~ ]G OI W . V OI I -T I,. p, i I;i