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HomeMy WebLinkAbout04010087 Building Plans (2)L r Q O i-- 'MALL SHEATH I N6 T YVEK HOME WRAP -APPED OVER FLA5HIN6 4" NOM. BRICK VENEER THRU-WALL FLA5H I N6W/ NEEP HOLE5 @ 32" O.G. =1N15H 6RADE - 6" (MIN) 3ELOW TOP OF FND. WALL - REINF. GONG. FNP. WALL 1-411 J. J. Typ. Brick Section SCALE I " = I'—O" 1/'10 /111 n" IOII _/-I" �II FOUNDATION NOTES: 00 rn I. MIN. ALLOWABLE 501L PRE55URE 2000 P5F. � FLOOR � � � 2. LO SLAB AREAS TO BE GOMPAGTED TO © r:l q5% MAX. DRY DEN5ITY. N M 0 �r- 3. 5TRUGTURAL CONCRETE FOOTIN65 TO BE 2500 P51. WALL5 AND 5LAB5 3500 P51. 4. BOTTOM OF ALL FOOTIN65 TO BE 5ET BELOW (vim LOCAL FR05T LINE. SEE DETAILS. cz M Q� W cz 00 5. GONG. TRENCH FOOTING TO BE POURED GONG. REINFORCED PER LOGAL GODE5 AND GONDITION5. N M 6. PROVIDE HOT DIPPED GALVANIZED ANCHOR L j BOLTS 1/2" DIA x 10" 5TARTINC 6" FROM p� EAGH CORNER ® 6'-0" O.G. AND AT EACH SIDE OF ALL OPENIN65, MIN. (2) PER PIEGE OF 51LL. N 4J cif _p ABBREV I AT I ON5: T.O.BL. TOP OF BRICK LE06E 00 T.O.F. TOP OF FOOTING Qo 0 T.O.P. TOP OF PIER v o 00 T.0.5. TOP OF 5T -FEL T.O.W. TOP OF l L RA N cn 2 •m - se w g ao �• " ` as t uj rtt W � o N r T T� UJ M� 1.i O O :J W UJ 2 W UMJ UJ C= iw�' J` T N 0 C Q O c V l � c CCS co c. Jdation Plan T E ��ir �— acn cs rL 1/,/" = II -011 'T V SHEET Al OF O N ' w 41C I C? n m tV�/ >-� P ... Q U.1 �M Q V iw�' J` T N 0 C Q O c V l � c CCS co c. Jdation Plan T E ��ir �— acn cs rL 1/,/" = II -011 'T V SHEET Al OF INTERIOR DOOR SCHEDULE No. DOOR 51ZE TYPE STYLE FINISH HARDWARE rn E301 2/8 x 6/8 INSUL. MTL. 6 PANEL PAINT NGKL. LEVER ENTRY LOCK AND DB 00 N M W 100 3/6 x 8/O ??? ?? ?? FRONT ENTRY ENTRY LOGK AND DB 101 4/0 x 6/8 DBL 50LID GORE 3 PANEL PAINT NGKL. LEVER (2) DUMMIES 102 2/8 x 6/8 50LID GORE 3 PANEL. PAINT NIC.KL. LEVER RT PRIVACY 103 4/0 x 8/0 DBL 50LID CORE 3 PANEL PAINT NGKL. LEVER RT PRIV 4 (2) DW 104 4/0 x 8/O DBL 50LID CORE 3 PANEL PAINT WKL. LEVER RT PRIV t (2) DW 105 3/0 x 6/8 DBL 50LID GORE 3 PANEL PAINT NGKL. (2) DUMMIES 106 3/0 x 6/8 DBL SOLID GORE 3 PARI.. PAINT NGKL. (4) DUMMIES 10 i 2/8 x 6/8 SOLID GORE 3 PANEL PAINT NGKL. LEVER RT PRIVACY 108 3/0 x 6/8 DBL 50LID GORE 3 PANEL PAINT NIGKL. LEVER (2) DUMMIE5 IOa 3/0 x 6/8 DBL SOLID CORE 3 PANEL PAINT NGKL.. LEVER (4) DUMMIE5 110 21b x 6/8 SPEG WOOD SECRET STAIN SHLV DOOR SEE M. 111 4/0 x 8/O DBL SOLID GORE 3 PANEL PAINT NGKL. LEVER LT PASS t (2) DW 112 4/0 x 6/8 DBL 50LID GORE 3 PANEL PAINT NGKL. LEVER (2) DUMMIE5 113 3/0 x 6/8 DBL 50LID GORE 3 PANEL. PAINT NGKL. LEVER (2) DUMMIES 114 2/0 x 6/8 SOLID GORE 3 PANEL. PAINT NCKL. LEVER I ZT P% SEAL AND 115 2/0 x 6/8 50LID GORE 3 PANEL PAINT NGKL. LEVER T P5, SEAL AM 116 2/8 x 6/8 SOLID GORE 3 PANEL PAINT NGKL.. LEVER RT. PASSAGE 117 2/0 x 6/8 50LID GORE 3 PANEL PAINT NGKL.. LEVER RT PASSAGE 118 3/0 x 6/8 VOL 50LID GORE 3 PANEL PAINT NGKL. LEVER (2) DUMMIE5 Ila 2/6 x 6/8 INSUL. MTL. 6 PANEL PAINT NGKL. KNOB ENTRY LOGK AND OB 120 2/8 x 6/8 IN51L. MTL. 6 PANEL. PAINT NCKL..' KNOB ENTRY LOCK AND OB 121 2/4 x 6/8 SOLID GORE 3 PANEL PAINT NGKL., PKT PKT DOOR 122 2/8 x 6/8 INSUL. MTL. 6 PANEL PAINT NGKL. KNOB PAS AGE ONLY 201 4/0 x 6/8 VOL 50LID GORE 3 PANEL PAINT NGKL. LEVER RT PRIV t (2) DM 202 4/0 x 6/8 DBL 50LIP GORE 3 PANEL PAINT NGKL. LEVER (2) DUMMIE5 203 4/0 x 6/8 DBL 50LID GORE 3 PANEL PAINT NGKL. LEVER (2) 0LMMIE5 204 2/4 x 6/8 501-10 GORE 3 PANEL PAINT NCKL. LEVER LT PRIVACY 205 2/4 x 6/8 SOLID GORE 3 PANEL PAINT NGKL. LEVER LT PRIVACY 206 2/4 x 6/8 SOLID GORE 3 PANEL. PAINT NIC.KL. LEVER 1 RT PRIVACY 207 2/4 x 6/8 SOLID GORE 3 PANEL PAINT NGKL. LEVER LT PRIVACY 208 2/4 x 6/8 50LID GORE 3 PANEL PAINT NGKL. LEVER LT PASWE 20K1 2/6 x 6/8 50LID GORE 3 PANEL. PAINT NGKL. LEVER I LT PRIVAGY 210 3/0 x b/8 DBL SOLID GORE 3 PANEL PAINT NC.KL. LEVER (2) DUMMIES 211 2/8 x 6/8 SOLID GORE 3 PANS.. PAINT NGKL. LEVER RT PRIVACY L i c i nu 1 V $:� 00 rn O .. CN C!� r- 00 N M W 4.1 Q✓ �Z M ICD L1 I rn cz M i•' 1/� Cd r. N w Op co Cd M 1`- r-4 LI; YW�C V V f2 . vi Li �V O to cn Q . �00 00 Ch 4� o o; o_� cu Q N M co z vi NOQ1 C w� o ¢_ r N cn W CLNN °C` v � 0 N r r r V Or cc w o_ o_ cc w 0 0 0 0 Lu w J J W W CC 1= N O N W Q✓ M ICD L1 I i•' co M LI; YW�C V Li E N 4 r (n C W^ `/ N �I�rw N Z N (A W J M O o 1 Plan SHEET DVl �L>r 1/x!'11 = 1I It t A OF CNEL �fi�AM I N� NOTES: Design Loads: V FLOOR 40 P5F LIVE LOAD ROOF 20 P5F LIVE LOAD m r--------------- 10 P5F DEAD LOAD 10 P5F DEAD LOAD p� I I r -� L----------, 00 1_ r-------- i Rough Carpentry: 10 -0�� 16�� o 4 I c) I I I FNM I. THE CARPENTER SHALL CAREFULLY LAY OUT AND 6. PROVIDE DIAGONAL BRACING AT ALL EXTERIOR Q v , 5 -4 4 -8 2 -2 14 -2 I • ----------- I ERECT ALL STRUCTURAL MEMBERS OF ROUGH CARPENTRY, CORNERS. � ''' I FRAMING, SHEATHING, AND BRIDGING. ALL MEMBERS Z ------------- L---------------� I AND BRACED V I SHALL BE PROPERLY PLUMBED, LEVELED, 7. FLOOR JOISTS SHALL BE DOUBLE UNDER EACH UNTIL ALL STRUCTURAL GONNECTION5 ARE IN PLACE. PARALLEL PARTITION. v '� O cwt cv I I I I I I I I I 4-J C: W N A SUFFICIENT NUMBER OF NAILS, 5GREH5, AND BOLTS r---+ cp c13 M C) SHALL BE USED TO INSURE THE RIGIDITY OF THE 8. BRIDGING. MAXIMUM SPACING 10'. BRIDGING SHALL W c(j 00 CONSTRUCTION. BE CRO55 BRIDGING U51N6 1X3 INCH BOARDS OR SOLID I I I I I I BRIDGING OF J015T DIMENSION. SET SOLID BRIDGING N ►-+ �''� r i 2. FRAMING LUMBER SHALL CONFORM WITH NATIONAL IN AN OFFSET FASHION. in I I I I I I cr- • I I I I I I I I DESIGN SPEGIFIGATIONS FOR STRESS GRADE LUMBER V WEN TQ' i i AND ITS FASTENINGS. q. HALL i PARTITION FRAMING. UNLE55 OTHERN15E p_ I JOISTS AND ALL OTHERS: 5HOHN SPACE 5TU05 ® Ib" O/G. DOUBLE STUDS AT NbPK B , OH i � N0.2 DOUGLAS FIR LARCH OPENINGS. CONSTRUCT PARTITION CORNERS WITH NO cu p LESS THAN 3 FULL MEMBERS. HALLS AND BEARING I OR SOUTHERN YELLOW PINE Fb _ 1450 psi +-' O cr i I I I I I I Fc = 1000 psi PARTITIONS SHALL HAVE DOUBLE TOP PLATES. 'v E = 1,760,000 psi PLATES RE5TIN6 ON MA50NRY OR CONCRETE SHALL BE 0 ANCHORED HITH BOLTS. cn 3. ALL FIRST FLOOR SILL PLATES, GRAHL SPACE Q DN X _ FRAMING, AND STRUCTURAL MEMBERS EXP05ED TO 10. GLUE SUB -FLOOR USING RECOMMENDED ADHESIVE,00 a o = �` in -i`" -r i WEATHER AND/OR CONCRETE SHALL BE APPLY GLUE BEAD TO FRAMING AND ALONG PANEL oOo CIA w m iv 3 " 3I" , ,� " 2" 1 PRE55URE TREATED. GROVE EDGES, NAIL N/ IOD NAILS @ 12" OIG Nr Q -2 '-10" 4'-1" 2 2 -I 2 I 21_/ it .n I o Cl I 4. LAMINATED VENEER LUMBER (LVL) STRUCTURAL PROPERTIES: p n, II. PROVIDE HAILERS, NAILING 5TRIP5, AND GROUNDS - I Fb = 2800 psi O (I)R rE (2)5 _ _ QR rE L215 LIBRA HAL _ LI RY L _,,,, I p A5 NEGE55ARY AND RIGIDLY 5EGURE IN PLACE FOR p — ____--_--------- - m I Fc = 2100 si �,— p ATTACHMENT OF TRIM, FIN15H, AND OTHER WORK. E = I ,800,000 psi � � J C9 T 4 , G T IRON p i IN6 OYER GIRDERS AND BEARING PARTITIONS. 12. JOIST HANGERS ALL FLUSH BEAMS SHALL BE MIN. Due IN TLIE , t 5. FRAM u, OQ - � 16 6A. 6ALV. STEEL, AND PROPERLY SIZED TO ACCEPT �- Z N _ SURROUNDm I JOISTS MAY BE BUTTED T06ETHER OVER THE CENTER JOISTS. bedroom r i BEARING, PROVIDED JOISTS ARE TIED TOGETHER, OR N_M 14'-o" x 13'-4" � '-O"_ I JOISTS MAY BE LAPPED AND NAILED TOGETHER. Lu „ I 13. J015T HAN6ER5 EXP05ED TO TREATED LUMBER ° o MINIMUM LAP, 4 INCHES; MAX. OVERHANG, 12 . SHALL. HAVE A 6185 TRIPLE ZING COATING OR BE � Q ',n BATH d- I 5TAINLE55 STEEL, AND FASTENERS SHALL BE HOT �•. S GL6. o I DIPPED GALVANIZED. z _ 201 --�`�' i cr_ i _ w p _ 204 I o -KN GPT ILE 4 _ I Q a ua I N r Q I 20q � p I C/ —V 1 i I EL 0- C/`1' V cr_ m _o„ BAY HINDOH o 0 ui Lu � GLC. -�cr I �: ,..; L - - - - � - - - - � d�l�� 5) SHLV I I I I � I t Q I I (5) 59H LS — I EAVELu U-1 GABLE I 2/12 I w cc: n -=� I -------j L-------ui t 4 I �i II II II W I N 12/12 I N Bedroom 512/12 12/12 L�� � _- -o o m o aoa 13'-0" x 14'-0" •.. O I i i n = I 8 GL6. 12'-4" x 2(o'-5 • ,u .�- I - I I II II II I ��� � � I O (2)R 4 w � Q dJ I I ' I I SAVEcn — N C> r ---------,>- I N I I I A I ri m Lu �I ----- 10/12 RME o o --------� �--•- RIDGE (2/12 II -----------/ o ,Pti d' i I I I i - -----------J Q y� I FLARE CT I I I I I I ----------J I I 1 /12 I I I I I GAB _j Q Q) d I I ; i ,_o„ '-O,_oiI _ 12/12 a 5 10 6 2 o 4/12 Q O I�_011 _ _ 2, n 4'-2" � A� _o 3 5 -4 a O,E w I j I GAEL I I GABLE END — — — ` i — — — J -�—� Q I I I 12/12 12/12 I I I -------- Q ." a �------------------ 1 i I I I 12/12 =+-- --� o BAY WINDo 4> I J 12/12 j 'Sicp uj p GABLE END Q (,� '�' «s --------------------- - - - z I ---- I --.1 T pCv \Q N I h N E 1IfY� VJ/ M tj z I I I 12/12 ' ~ Second Floor Plan __-___-_ _ I SHEET EAVE J Roof Plan _N �..�' C ALM 1/4° = 1'—o° Q GABLE END W 5 A3 C ALM 1/8" = I' -O" PC pOF a I L I ELEVATION NOTES: ALL FACIA (GUTTERBOARDS) IXS ALL RAKE BOARDS IXS ALL 5U-FAGIA (FRIEZE BOARDS) IX4 5EE ROOF PLAN FOR ALL ROOF 5LOPE5 * ALL OVERHANC75 12" PAST FRAMING ON EAVES l AND 12" ON GABLE ENDS EXCEPT WHERE INDICATED R/5 1X2 BATTENS R/5 FACED PLYWOOD IX R/5 TRIM _.2ND FLR PLATE am = J RAFTER PLT OVER �urar� �rrewi .� irirrr�r errs b" . 3 ••5T LIC-A4T 5PEGV BY DEVELOPER LIME5TONE GAPY ASHLAR CUT ROUGH FACED 5TONE e • ONE 4-1/4" POPLAR GROWN IX2 SURROUND SCORED R/S FACED PLYWOOD BRIGK ROWLOGK ANGLED SLOB. GR5. 1111A 4-1/4" POPLAR GROWN IX2 BATTENS R/5 FACED PLYWOOD R/5 IX12 RADIU5 GUT IX R/5 TRIM FACE BRIGK R/5 IXb SHUTTER BRIGK ROWLOGK 2-1/4" LIMESTONE WATERTABLE ASHLAR GUT ROUGH FAGED LIMESTONE W NZ�oW 5CH;=: JLC - ALL SIZES ARE SASHES IN INCHES V �. r 00 (D(:2):2460 ' �"� M ON ON 20 (1)1860 o 3O (2)2448 No FNM ® PICT EYESROW 74" TL X 80" WD W/ 62" LE65 O u -I— 'cd 5� PICT EYEBROW 72" TL X 56" WD W/ 66" LE65 rn Z © (1)2442 (5)2452 Ocd N Cd r N ® (2)2452 W co °O ® (2)1856 N M I� (1)2472 V II (2)24'72 p_ 12 (2)2444 13 (1)2 P 460 4 (2)2060 LNKRS _ c 14 (1) STOCK ON/AL WINDOW cn 15 (1)2056 W/ 14" TRANS 0000 00 rn N 00 © NO N M EXT. =)CO 5CH;2r%LE ALL SIZES ARE! DOORS IN INCHES 42" X 8'-O" SI MPSON 2854 W/ SE\/. &LASS 12" SEN/ &LASS NCL C A` SIDE L I TES, AND CUSTOM RAD I USTRANS A5 SHOWN LL , co cu O DoT 2'-8" X 6'-8" RAISED PANEL INSUL. MTL. DOOR X 2 GL N z M GO 6'-8" X 6-4" PATIO DOOR W/ 14" TRANS X 2'-8" PATIO DOOR `'`' ` u M �} d M N r T T ocw 0-0- 02 LL- L L. 00 �N J Lu W Front Elevation C= C= SCALE 1/4" = I' -O" 4-1/4" POPLAR GROWN IX2 5URROUND 4-1/4" POPLAR GROW 5GORED R/5 FAGED PLYWOOD Z R/5 8" X 12" BRIGK ROWLOCK ui R/S 4" X 4" AN61-ED 5LDR. GR5. o= R/5 8" X 12" KNOTGHED FACE BRIGKcn I R/5 2" X 2" FLARED GOPPER HOOD m R/512" X 10" W/ ARGH GUT ASHLAR ROUGH FACED QUOINS m o SUPPORT BLOCK FLARED GABLEuj w PLT. ®ENTRY o PLT. ® DINING 4 DEN, `-2-1/4" LIMESTONE WATERTABLE BEVELED I Xb OVER ALUMN. BASE ASHLAR ROUGH FAGED L I ME5TONE BRIGK ROWLOGK IX TRIM EXPOSED AG. GONG. PORCH R/5 FAGED EXT. PLYWOOD i Q� E N 0 N 15 00 tv C A� N N fCV*� 1� SHEET A4 OF LL a L %-A IL/ %I'% w I 111%.ofwi i I /ll/Ll/ L11-ILJ I VIrll 4-1/4" POPLAR GROWN IX2 5URROUND 5GORED R/5 FACED PLYWOOD BRICK ROWLOGK " T a MAATFQ SHINGLE ROOF R/5 FACED PLYWOOD R/5 IX TRIM 2-1/4' LIW5TONE WATERTABLE 0 ELEVATION NOTES: # ALL FACIA (C4JTTERBOAR05) IX8 * ALL RAKE BOAR05 IXS * ALL 5U-FAGIA (FRIEZE BOAR05) IX4 * 5EE ROOF PLAN FOR ALL ROOF 5LOPE5 * ALL OVERHANGS 16" PAST FRAMING ON EAVES AND 12" ON GABLE ENDS ;8 �) IX4 = 5LOPE5 MING ON EAVES PLT. AT GREAT HALL PLT. AT NOOK Rear Ellm.,vation SCALE 1/4.. � 1 1 -OU FIN. FLR. O BASEMENT, V N w 0 VM4 M O� 00 O M N dam- NX � 0 �-, ° N � M CZ C4 cz 0 b �- N ►--+ M L V CL ' ^w V I cu 4--./ co •C -i 0 Ln co c + M _WLn N 00 Q O T N M l0 0 2Z N N (n NJ� c: TOn N0 - LMC) wMC) d oq ^ ^Zr ■ . N_M LU uj V � v M �- O O ch ('ij Z ~ V � w W 0- d JC OG O O in in III w uj J J W W 1= i= SHEET A5 OF Z O cN cu E N 0 0 N M � I O � u 0 T ` N m W w Z � W V W ) 0 uj V SHEET A5 OF cu E N 0 0 N 0 C W � � Z W ) 0 000 {. SHEET A5 OF w VA QZ L L s Section @ Kit. Shelf A] SCALE Wall = 1'-0" 4 Interior Elevation A7 J scare sib° = i' -o" 7 Interior Elevation A] SCALE 3/8" = 1'-0" 6 Interior Elevation A7 SCALE 3/8" = I' -O" 5 Interior Elevation A7 SCALE S/8" = 1'-0" L. V Z � 0 � M O� N .� CT au N c o� c cn -OL N O N M Qa O N >- cf) z. Ell T � Q L1J¢�S W V 5 Interior Elevation A7 SCALE S/8" = 1'-0" 11 11 11 11 Ai ►♦I♦ISI♦I♦I♦I♦I� ��♦j♦j♦�♦�♦�♦j♦�♦�♦� ►����������mI� R♦�♦�♦E♦l ►♦I♦I♦I♦I♦!♦IOI� 'I�I�I�N30- RR;a♦i ( I`IaI ♦ I ISI!. I �� �■ W1 (M Com■ ] Mi'�� i Ir i I'rl r-2Interior Elevation A7 SCALE 3/8" = 1'-0 " 3 Interior Elevation "7'.) SCALE 5/8" m I' -O" 1 Interior Elevation A7 SCALE 5/811 = 11-011 L. V Z � 0 � M O� N .� CT au N c 11 11 11 11 Ai ►♦I♦ISI♦I♦I♦I♦I� ��♦j♦j♦�♦�♦�♦j♦�♦�♦� ►����������mI� R♦�♦�♦E♦l ►♦I♦I♦I♦I♦!♦IOI� 'I�I�I�N30- RR;a♦i ( I`IaI ♦ I ISI!. I �� �■ W1 (M Com■ ] Mi'�� i Ir i I'rl r-2Interior Elevation A7 SCALE 3/8" = 1'-0 " 3 Interior Elevation "7'.) SCALE 5/8" m I' -O" 1 Interior Elevation A7 SCALE 5/811 = 11-011 4A L. V Z � 0 � M O� N .� CT = N c o� c cn -OL N O N M Qa O N >- cf) z. T � Q L1J¢�S W V � uj Q w 2 �L/ c � U l` r N r -r M V ^w W 4} �V - O eC 00 00 N 00 rn �� N 00 Q N T M O �Z N N C/1 N o rZ; 0— F, WQb�0 T N Z M cr- uj V cc v M �- O p ch N T Lu Z F- V � OC W a- L1C DC O O u U- 00 con tWl� LLj W JJ ccC 4A L. Z 0 E N o = N c o� c cn -OL N v T Qa �- N >- m T � Q L1J¢�S W V � uj Q 2 � � U MCI - L. CU W E N o = N o� c -OL N Qa �' , E ((�—, JMV SHEET A7 OF VA m 17M=7111=ml 2 Interior Elevation A,q I SCALM 51b a = I'-.0" 4 Interior Elevation SCALE 5/8ll = it—oil 0 3 Interior Elevation SCALL 5/6111 = It -oil 1 Interior Elevation � �A8 SCALL 5/8Il = 11-011 .1 CID (D E TO .0 0 4-a Ln 0 -;5 >0 CU'tun '=s & 8"a, " to I Elf - cu 0 00 to C— -4-j C�n SHEET A8 OF O cc cn uj `% CID (D E TO .0 0 4-a Ln 0 -;5 >0 CU'tun '=s & 8"a, " to I Elf - cu 0 00 to C— -4-j C�n SHEET A8 OF