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38 CHARLES STREET - LATUSEK, EUGENIUSZ - ZBA 18 Charles St. (R-2), Eugeniusz Latusek c • J fs- \ ofttlem, ttssttclluse##s %TF �gnttra of (Appeal March aly. 1992 NOTICE IS HEREBY GIVE THAT AS OF FEBRUARY 27, 1992 THE DECISION OF THE BOARD OF APPEAL HAS BEEN FILED IN THE OFFICE OF THE CITY CLERK TO ALLOW THE PETITION OF EUGENIUSZ LATUSEK FOR A VARd1ANCE AT 38 CHARLES STREET TO BE WITHDRAWN WITHOUT PREJUDICE. BOARD OF,AAPPEAL BrendaaM. Sumrall Clerk of the Board _ (City of �&alcm, { �ssttcliusetts 1yOZITD of -Aupeal DECISION ON THE PETITION OF EUGENIUSZ LATUSEK FOR A VARIANCE AT 38 CHARLES ST . ( R-2 ) A hearing on this petition was held February 19 , 1992 with the following Board Members present : Richard Bencal , Chairman; Richard Febonio , Francis Grealish , Jr . , Edward Luzinski and Stephen Touchette . Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. The Board of Appeal , after hearing evidence and at the request of the petitioner, voted unanimously, 5-0 , to grant leave to withdraw this petition for Variances to construct a two car garage with an apartment above in this R-2 zone. GRANTED LEAVE TO WITHDRAW WITHOUT PREJUDICE 1 February 19 , 1992 G� Edward Luzinski Vice Chairman Board of Appeal A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK. n � m � m r N N Q LZ DATE OF HEARING oZ PETITIONER � 6 o� 4tu oz) LOCATION 8 �a4 2,24 'oZ MOTION: -0 GRANT SECOND TO DENY SECOND TO RE-HEAR SECOND LEAVE TO WITHDRAW SECOND TO CONTINUE SECOND ROLL CALL PRESENT GRANT DENY WITHDRAW RE-HEAR CONTINUE RICHARD BENCAL (/ RICHARD FEBONIO FRANCIS GREALISH EDWARD LUZINSKI STEPHEN TOUCHETTE ASSOCIATE MEMBERS RONALD PLANTS ARTHUR LABRECOUE CONDITIONS: _ r APPEAL CASE NO. . . . . . . . . . . . . . . . . . . . . . . . of 5ajem, 49assarhuortfs l �•, � Y Barb DT gyral ccs,, TO THE BOARD OF APPEALS: ne 'J^oer�: ned represent ,at ` � . - are =:�e owners .. _-ertain Darcei :Dr lana locate? '_ .treet: --Dnina Jistrict. :< t ';0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ono said Darcei t onis ': . . . . . . . . . . . . . . . . of the Massachusetts State Building Code. Plans describing the work Droposed, nave been submitted to the inspector of Buildings is accordance with Section IX A. 1 of the Zoning Ordinance. The Application for Permit was denied by the Inspector of Buildings for the following reasons: Q ZJ !U ti The Undersigned hereby petitions the Board of Appeals to vary the terms of the Salem Zoning Ordinance and/or the Building Code and order the Inspector of Buildings to approve the application fee permit to build as filed, as the enforcement of said Zoning By-Laws and Building Code would involve practical difficulty or unnecessary hardship to the Undersigned and relief may be granted without substantially dero- gating from the intent and purpose of the Zoning Ordinance and Building Code for the following reasons: o � � T n � n N L � Owner. . Curr.. . . . fYTicsE.0 Address. . . . . . . . . . . . . .. . .... .... .. 7-/// 72 Telephone. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Petitioner. . . . ... tc.T6rvu. . . . . . , . . ... u1 . . Address. . . . . . . . . .!s. e- e E r rv-m Date. �Z U��. . . . . . . . .. . . . . ��.. .. . .. �Z. . . . . . . Telephone. . Three copies of the application must be filed with the Secretary of the Board of Appeals with a check, for advertising in the amount of. .. . ... . . . . . .. . . . . . . . ... .. four weeks prior to the meeting of the Board of Appeals. Check payable to The Evening News. MORTGAGE INSPECTION BAY STATE SURVEYING SERVICE INC. 234 CABOT ST., BEVERLY, MA. LOCATION _ SALEM. MASS . NOTES: SCALE : 1" = 40 FT. DATE ; FEB . 1 5 . 1990 • This is a Mortgage Inspection survey and not an REFERENCE431 " ' '-' . . .. .•• instrument survey, p therefore this lot Ian is for -DEED B. . • . . . . PG: +.Sa5 mortgage inspecion purposes only. RECORDED IN THE ESSEX SOUTH . This survey is based on survey marks of others. QYST, ,RECD PTRY_ OF. DEEDS • Bushes, shrubs,fences and tree lines do not To _COMMON1,lEALTH MORTGAGE CO. INC , necessarily indicate property lines. + In my professional opinion the building(s) are not I hereby certify that I have examined the premises and that the• located in the special flood hazard zone, as defined building(s) shown on this plan are located on the ground as by H.U.D. shown and that they conformed to the zoning setbacks of the + Whenever an offset is 1't or less,an instrument CITY_OF_ SALEM:,MASS:_ survey is recommended to determine prop. lines. . . .. ... when constructed. N ��NuE 1� 6 Ff ti nr/E= �-+�r�55E r1tt LCT ZSA 7 $460 SF ti O _ r--- �(1= laT 2S i i a Roo R� �T�f-•. f 1 - -- -4--T i 21 I r ---�-T I � � ll 9 � Izo -1 F � d W IIW N I = ----� ccll --T-T 1 Np K �� I I Tnp tcH 7 LL Etefll w � _ cc x x ► I d4 O l9 v x X N i _ t f' I 2A 111EfRl. DRIP EDGE ' FAKE goARD iv 6oRM1D �°F4` FAKE FfU6ZE -I/IG!'NARDOOARP PANlFA- ykmj(q Wj STU(-&O F"511 BOARP5 LO¢n1ER BORRDSI ®\ /k0 ®\ �4 vowN5Poo1 14ro T21 BOp(tP$ OOWfJSPOUT IIx BI' t�IA1 BOp(LO P LZC. LI4HT ELEG. LT. I1 e I w6 TRIm BOAR Ps r- ii r� - - - - - - - - - - - - - - - - - - - -- --+ , FRONT B-LFgMaI ON 667 X - 6013 SHEET 3 TOTAL 8 -t �1 ill N � I V o � - F = a a N v N w �Y a - --- � c �5�n I I � ul 18 • �• 4\ \ 1 - 5,250 5, 50 1250 acs �SeMPr� \ 124 II es 53t 191 � \ ST. � :500 � \ 13.20 ACI - I ao �AT�ANT \� EASEMENT _ 2os \ _SEWER_ _ — -ioe-9 i i��+•. 1 1 \\ \ 7465 6° P/� `\rb t - 1 i Q \` 9 1 �o O 1 11 11^'1 A. �ti�o�` �. �,1. 4... Iit on1 t''1 '�' ' Y��;:• � ' r, 0 0 � \f / 1700( - qo yo ' D c ti O 1� 4 � yy 2 Q Ask V o� yj �y0 (�iity of '�ulrm, ,41ttssttcl�usrttg l s -gattr3 of �vpeal AGENDA February 19, '1992 - 7:00 p.m. 2nd Floor - One Salem Green 1 . Election of Board Secretary 2. Petition of Eugeniusz Latusek for Variances to construct a two car garage with an apartment above at 38 Charles St. (R-2) 3. Petition of Nancy & Steve Pinto for Variance to allow deck at 10 Freeman Rd. (R-1 ) 4, Petition of Robert & Charleen Little for a Special Permit to extend nonconforming fron & side setbacks to allow construction of decks at 48 Memorial Drive (R-1 ) 5. Petition of Bullmoose Realty Trust d/b/a Roosevelt's for a Variance from the City of Salem Sign Ordinance to allow a free standing sign at 49 Central St. (B-5) 6. Petition of Ron McElwain for Variance and/or Special Permit to allow construction of an addition at 11} Sutton Ave. (R-1 ) 7. Approval of minutes as taped January 8, 1992. 8. Old/New Business for the BOARD OF APPEAL Brenda M. Sumrall Clerk of the Board 1 crry OF SALEM ._ crry of SALEM BOARD OF APPEAL 6OAltU OF APPCAI, 1 public hearing ing l 381 745-9595 Ext. 381 Will hold a public hearing for all persons inter- Will hold a public hearing for all persons inter- ested in the petition submitted by Eugeniusz Latu- � ested in the petition submitted by Eugeniusz Latu sek for Variances to construct a two car gargage sek for Variances to construct a two car gargage with apartment above at 38 Charles St.(11-2).Said with apartment above a138 Charles St.(R-2).Said hearing to be heldWednesday, February 1992 f hearing to be held Wednesday, February 19, 1992 at 7:011 P.N„ One SaalemlemGreen, 2nd floor.. at 7:00 P.M., One Salem Green, 2nd floor. RICHARD A. BBNCAL, Chairman February 5, 12, 1902 RICHARD A. BENCAL, Chairman - SN75489 February 5, 12, 1992 SN75489 CITY OF SALEM CITY of SALEM • - . . . BOARD OF APPEAL (� gD;\RD OF APPEAL` .4 745-9595 Ext. 381 745-9595 gel. 381 Will hold a public hearing I'or all persons inter- Will hold a public hearing for all persons mtcr-- ested in the petition submitted by E geniusz Lain- ,ted in the petition submitted by EugeniusaLatu- sek for Variances to construct a hvo car gargage r Said sek for tme Lot above al:iS-ArLCharles SL�(R2)' 1 all with apartment above at 38 Charles Sl.(R-2).Said (:ebruary 1.) - hearing to be held Wednesday, February 19, 1998 ',.� with ap" hearing to be held Wednesday, 2nd fluor. at 7:00 P.M., One Salem Green, 2nd done BENGAL= Char°ran RICHARD A. RENCAL, Chairman at 7:00 P-51 on preen, SN7"', February 5, 12,`1992 SN75489 12, 1992 I ? February 51 F a/ I `Cc APPEAL CASE NO. . . . . . . . . . . . . . . . . . . . . . . . of Irm, -f assarhuseffs Pvar,3 of �Appril TO THE BOARD OF APPEALS: The Unde rs ned represent that he is are the owners of a certain parcel of land located at NO. . . . . . . . . . . . . . . . . . . . . . . . . . . Street; Zoning District. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : and said parcel is affected by Section(s ) . . . . . . . . . . . . . . . . of the Massachusetts State Building Code. Plans describing the work proposed, have been submitted to the Inspector of Buildings in accordance with Sgct' IX A. 1 of the Zoning Ordinance. � c O � Y� C o y r r cn _ r The Application for Permit was denied by the Inspector of Buildings for the following reasons: A/'t'j The Undersigned hereby petitions the Board of Appeals to vary the terms of the Salem Zoning Ordinance and/or the Building Code and order the Inspector of Buildings to approve the application fee permit to build as filed, as the enforcement of said Zoning By-Laws and Building Code would involve practical difficulty or unnecessary hardship to the Undersigned and relief may be granted without substantially dero- gating from the intent and purpose of the Zoning Ordinance and Building Code for the following reasons: L J a,. -K r rn ` CT R Cn _ b �- r to 2r to cl7 N Owner. . GcG6i�/uJ2 1"q aStc Address. . . . . . . . . .C_4 ;?O,eZ/--- Y . .5i . . Telephone. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L Gc c�!/ccc rz Gid`ZcS6� Petitioner. . . . . . . . . . . . . . . . . . . . . . . . . t . . . . Address. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (2 � ��j . . . . . . . 4�. . . . . �!. ?z. . . . . . . . . Date. . . . . . . . . Telephone. . 7 .. / By. . . . . . . . . Three copies of the application must be filed with the Secretary of the Board of Appeals with a check, for advertising in the amount of. . . . . . . . . . . . . . . . . . . . . .. . . . four weeks prior to the meeting of the Board of Appeals. Check payable to The Evening News. v NIL_.__... _. .. PPI I I ION 10 BOARD OI ,APPI Al S I MIN I[ON .... . .. . .......................... . . . . .............. PPIII (INYR_...___.._ .. . .. ..__._._..... AIMP [SS..._..... ._._._._ _. _._._...... ONDI I IONS ._............._......_. .__.....____.. ............... .................................__._. _._.............. .............................................. .................. ....................._.......................................... PETITION APPROVED.................... ❑ DENIED... ..................... _....... .......................................1. 19......... APPEAL CASE NO. . . . . . . . . . . . . . . . . . . . . . . . i` (11ifil of alem, �6assarhuoriis ; - Pourb of ':�Fpettl �G TO THE BOARD OF APPEALS: The Under i ned represent that he is are the owners of a certain parcel of land located at NO. . .c6� y?L ES . . . �Gl? Street; Zoning District. R.Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I ; and said parcel is affected by Section(s) . . . . . . . . . . . . . . . . of the Massachusetts State Building Code. Plans describing the work proposed, have been submitted to the Inspector of Buildings in accordance with Section IX A. 1 of the Zoning Ordinance. o V71 The Application for Permit was denied by the Inspector of Buildings for the following reasons: (l The Undersigned hereby petitions the Board of Appeals to vary the terms of the Salem Zoning Ordinance and/or the Building Code and order the Inspector of Buildings to approve the application fee permit to build as filed, as the enforcement of said Zoning By-Laws and Building Code would involve practical difficulty or unnecessary hardship to the Undersigned and relief may be granted without substantially dero- gating from the intent and purpose of the Zoning Ordinance and Building Code for the following reasons: O c� T S Q� X Owner. . LC�c viurz c� 9�usE� Address. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . 7`// "D-/ 7Z Telephone. . . . . . . . . . . ctCzE�vccGf.. G . . . . /c Petitioner. . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . rs C"Ifz4LeGEr r Address. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Date. �2. Q�!/�� Telephone. . . . . . . . . ��f0 Zi 7Z By. . . . . . . 41g:°�� °�:`. . . . . Three copies of the application must be filed with the Secretary of the Board of Appeals with a check, for advertising in the amount of. . . . . . . . . . . . . . . . . . . . . . . . . . four weeks prior to the meeting of the Board of Appeals. Check payable to The Evening News. z - O m n z c o 0 E I➢ 1 - a' moi- - 1 •" '1 �1 ' 5463 i m 5:189 e� 1 1 '{ 8 250 5, 50 1750 5 es 1 ga sa 2 124 8500 � 73.20QC1 TIC \ . \\ ATLAN \�e \ _ .EASEMEkT _ \ \ _ SEWER_ •„_ _ — — cors 12 7465 ry / Qui 9 i m1 ii 1 1 \ �' fn r 1 �1 00 lb c • 1 / - rye - b age q0 \�b0 41.0 s a te�rr,, \ / ,+0 \��,� O �.• 'so MORTGAGE INSPECTION BAY STATE SURVEYING SERVICE INC. 234 CABOT ST., BEVERLY, MA. LOCATION _ SALEM. MASS . NOTES: .. ... . . .... . ... ......... ... . ... . . ........ ........ SCALE , 1° _ 40 FT. DATE : FEB . 1 5 , 1990 • This is a Mortgage Inspection survey and not an. DEED BK . + 4' 9 PG . + 545 instrument survey, therefore this plot plan is for REFERENCE .. . . . . . . . . . . .. . ... ..... ................. mortgage inspection purposes only. RECORDEDSTH . IN.N. THE. E. ESEX.. E.X. SOU.. . . • This survey is based on survey marks of others. •D;ST, _REG;(STRY. OF. DEEDS. ._ • • Bushes, shrubs, fences and tree lines do not To _ COMMONWEALTH MORTGAGE CO: INC . necessarily indicate property lines. - ' - • - -••-• --••• • In my professional opinion the building(s) are not I hereby certify that I have examined the premises and that the located in the special flood hazard zone, as defined building(s) shown on this plan are located on the ground as by H.U.D. shown and that they conformed to the zoning setbacks of the • Whenever an offset is 1't or less, an instrument _. .. CITY_OF_ SALEM, •MASS,_ when constructed, survey is recommended to determine prop. lines. I Al � y = 84-905F s „v n J1 ^� u/F K Ro ti Lo,-- 2C tvZ src��° • #38 r 1 5=i, Z7 I I Jz R �Tbc1--r- JOA Rt JA�Si TI 0. 28094 `r ass F^"STEQE� e°`P MORTGAGE INSPECTION BAY STATE SURVEYING SERVICE INC. 234 CABOT ST., BEVERLY, MA. LOCATION SALEM. MASS . NOTES: ..... .. .....__. ._.. •.... .... ... . SCALE : I" = 40 FT. DATE : FEB . 15 , 1990 • This is a Mortgage Inspection survey and not an -2. "" "" •- �' instrument survey, therefore this plot plan is for REFERENCE : -DEED BK . - - - 9 P.G . 545 mortgage inspection purposes only. .RECORDED_ IN. THE ESSEX ... ... . .SDUTH • This survey is based on survey marks of others. ,DJST, ,REGISTRY_ DF_ DEEDS. . . . . . .. . .... • Bushes, shrubs, fences and tree lines do not To _ COMMONWEALTH MORTGAGE CO:INC . necessarily indicate property lines. ••- • In my professional opinion the building(s) are not I hereby certify that I have examined the premises and that the located in the special flood hazard zone, as defined building(s) shown on this plan are located on the ground as by H.U.D. shown and that they conformed to the zoning setbacks of the • Whenever an offset is 1'± or less, an instrument C ITY_OF_ SALEM;,MASS:_ _ _ when constructed. survey is recommended to determine prop. lines. I Al 1 I' � Lvr 2Ssa r9ti P � = a4-90 SF Y 1* Y n n ryi � Q O L 11 u/F KRo-ti � y LoT 2� I I z7 ' -' i AR I 3 8 C�Fz LEE--s SST JOA S ' JMM g � f 0. 26 ass F^,Si E4E� a`�P i MORTGAGE INSPECTION BAY STATE SURVEYING SERVICE INC. 234 CABOT ST, BEVERLY, MA, LOCATION : SALEM, MASS . NOTES: . ... --... . .. . .... . SCALE I = 40 FT. DATE : FEB . 15 . 1990 • This is a Mortgage Inspection survey and not an REFERENCE : DEED BK . + 431 9 FG . + 545 instrument survey, therefore this plot plan is for ... ...... mortgage inspection purposes only. RECDRDED IN THE ESSEX SGUTH • This survey is based on survey marks of others. DIST, ,REG JSTRy OF. DEEDS . Bushes, shrubs, fences and tree lines do not To _ COMMDN6/EALTH -MDRTG�G •E ,CO . INC . __ necessarily indicate property lines. - - •--• -- . In my professional opinion the building(s) are not I hereby certify that I have examined the premises and that the located in the special flood hazard zone, as defined building(s) shown on this plan are located on the ground as by H.U.D. shown and that they conformed to the zoning setbacks of the • Whenever an offset is 1'f or less, an instrument CITY_OF. SALEM:-MnSS_ . . . _. ... when constructed. survey is recommended to determine prop. lines. I I N o° N Lv r 5E&, o r m n A = 84-60 SF R — v, — r � X T' y r"-11 Lo1- 29 #38 27 I, 3f C+ Fz LROS JAt� g, r TI 094 `e �P� is BOARD OF ASSESSORS • CITY HALL CIA I Is J, s ...............I, 2 0 � s CE A 3 11"I's ....... ....I", 4 4 SUBJECT PROPERTY: MAI" 32 L 0 T 010 SUFF. PROPER,ry ADDRESS: 01338 CHARLE'S STREET 7 -f P A 7 V N A Is,,I 7 7,-s� 9 7 a 7 Is, s s so F-U G E N I US Z, Is .......1 10 Is s 2% s o, I, s, I Tilrus-"s 12 s� GI An I 10 11 34 32 0105 0OZ18 CHARLES STREET LATUSEW GRA2YNA 38 CHARLES Sl' 12 NA, 0,1 QW1 13 I's s 14 ..I.. .. 2, SslZm-w '1-30., LORING NG I'A VE" �U:JOA I. ........ 1-s I's ss SALYXIMA U I V,7 Is�...... I.s 15 .. s I 40, 1 Q RZ Wd'A gs w—;r�A- Lo ......... ........I is L404 uges..I....... 21 •17 BOYER GARY SALEM NA 01970 22 0 is :3 2 0082 603 0034 LORING AVE-NUC-_' U34A OLESEN MARTIN J 34 LORING AVE: L 23 :LlI A 14 ,A1 H M A W 9 i,( 24 25 OtM L 4A 'Q.)RING AVE�—U348%,�7\ 26 • 92 WJ,4oe-e�.,0034.�LORINCi. AVENUE N-PlARTIN' 3 27 20 .. ...... z,4 1 1 1 1 1 ...I.... ...... DI It— I M A SA 1EM," s4, L Y s 21 e .....I..... .I I I.I I. . I 22 21 •23 BOYER GARY SALEM MA 01970 • 30 :32 0082 806 0043 CHARLES STREET UG2 KORUPIPAS STEPHEN ZSO LORING AYE L13CJA 31 24 Q1970 32 777777 T3 ... ... ..... .................. ...... ..................... 36 LI 6RTA4(e,� i5 ..... .... "s I - "I� �Ob4 `1111,.1�1111... • ri,26 s I �..... ..... 34 b ...... . 35' 'bi Y, ARv. 27 .I -3 rl 1 1 i-i PING sAME-11-70ALL- e mr ""le........ �KC,Qie=-A&3�E�-LRLILW s 3� 28 BOYER GARY SALEM MA 01970 37 •29 38 • 32 0095 011-i7 CHARLES STREET' ZALEWSKI JOSEPH P 37 CHARLES ST 39 30 40 WADA, 31 I I I 2 (JOiR R NA)e ou �cvf,JRl STI N V . 46`CHdad,, Ls%.i431sI ....... 4 .. 4 32 {'t'1TO 43 • 33 s 2 44 Y.�2, WARI,E�a,E3-f 34 SALFN MA 04970 45 3548 311, 0106 13034 CHARLES STREET s,rAVROPOULOG ARTHUR N 34 CHARLES ST 47 plAul HA I 49 37 ......... 1. 4............ 141,1 11 1"1 s Is 30i CHART 50 Al 4- 38 Is I S , Pi• MA Q-197, J J7 ........ 51 n 52 .......... ..I ... 39 s 40 53 DORIS A SALEM MA 04970 :4 41 31;1 0109 0022 CHARLES STREET DIMINO C-HAr4..ES 2,.,.' CHARLES S'f 5 42j56 rZO 43 I 32O I ..... —F .... X KIYONG 13CHA RLF,.S <, CIFF f 5587 44 z: ".,7, s Is,I SAL Efll'. MA,1 01",7 U.9 Is I I 1 51 ......I.I.I 45 s: s, I . <s I...I I I I ',ri-JAPI*F,q f60 46 61 47 NORENE SALEM MA 0-1970-45 15 62 . • 32 0121 0011 DAY AVENUE MASS COMMONWEALTH OF' 63 48 USIEW or a'XA] V CC)l I FGF c'AL FM mA nj c;# n 64 49 s 3- 11) 022�.- CANAL 5, STREE. lsl�11-1111 66 6 E It �s ......... xIt .......... 671 ............. .......... f.","I c 50 51 Is, 52 69 •53 700 71 541 h--4 72 55 s........ ,,,s I, Is p s 7777777=73 ...... . ET74 ER "s 75 56 s 7 QUANTITY SIZE DESCRIPTION BOARD FEET 2 C /1\ � GFA � � �4� r`7 GARAGE FRAMING �' -� n �n QUANTITY SIZE DESCRIPTION BOARD FEET r in 96 L.F. 2x4 Treated Sill Plate, Garage 64 ` 3� I#Di 2 PCs. 2x6-14' "I" Beam Plate 28 ' ! VV V 11 �! LLa� UUU LLII LLL Ll [[[ UUU L5 ► �' KITCHEN CABINETS & VANITIES DEC Zb GARAGE EXTERIOR WALL FRAMING a'I, h Note: See plan and verify all sizes on job. Include all required F11, _I c s end panels and fillers. 82 PCs. 2x4-8' Garage Studs Precut 437 1TY V' � qu AASa- ��t 224 L.F. 2x4 Garage Top Plates 149 _- ° 1 36" Sink Front b Pcs. 2x4-16' Cripple Studs, Cut 64 _ 1 24" Base Unit For Optional Dishwasher - 1 Pc. 4'x8'-1/2" Plywood Web, Cut for Header 32 Sq.Ft. t. 1 30" Base Unit 4 PCs. 2x12-10' Headers 80 II ^ 1 24" Base Unit 1 Pc. 2x12-8 Headers, Cut 16 I )i �r�; 1 18" Base Unit k u 2 PCs. 4x12-10' Porch Beams, Cut 80 f" 1 15" Base Unitl 1 �� 1 30"x18" Wall Unit 1 Pc. 4x4-22' Porch Posts 29 11 7—I s 1 Pc. 4x4-18' Porch Post 24 f i'+ I .. �.' 't 1 36"x12 Wall Unit 4 Post Pins - 0� C�C7 ` 1 30"x30" Wall Unit 4 Post To Beam Anchors - s n *�, ! w'?J 1 24"x30" Wall Unit 16Pc. 4x4-14' Porch Post 19 Anchors 19 ., .; ' 1 18"x30" Wall Unit - Ty-Down - - 4ytµt ` p 1 15"x30" Wall Unit 8 PCs. 4x8'-1/2" Plywood Corner Sheathing 256 Sq.Ft. x "� .h 114" i �` ` 1 108" Kitchen Counter Top 1 Pc. 4x4 8 Porch Post g VV . I1 q {t11�a .-- } .`, ,t -•pi,lyu« **rwrYrNtla�, jl Ill ' r1r`�»" 1 24" Kitchen Counter Top 18 PCs. 4',8'-1/2" Insulating Sheathing 576 S Ft i��.t � Ji I`(gvl, 1 15' Kitchen Counter Top ,'44dragrs°CMor Harz'TYtttre glrl3g 4t}.s ;�- tll `l�l�lllI Ill��i;l�li��m'r n . n ` �u�ww�l ri m�un °' �ti't� p�,�tjj -l�'ana r ,µ 'dtlilS�lYn,,,�. , 1 36" Bowl Base Bath Vanity With Top ., ` klItiikblll 'rrM'.�� 4 ty4rVI111M" t',€ "III t, Cl O'."{tbl`tiu� °itlnrllp�n kl114,aw '� ' �1`�`lndtltwr,ya 1 14"x20" Medicine Cabinet u.1. i t1 1 ll ' tt l - iu, 11 l l 1. 30"x34" Wall Mirror APARTMENT FLOOR DECKING - �„ tt to v tl .. ,. ,ul' 52 PCs. 2x10-14' Floor Joists 1213 NAILS 56 L.F. 2x10 Box Sills 93 QUANTITY SIZ€ DESCRIPTION BOARD FEET 140 L.F. 1x3 Cross Bridging 35 QUANTITY SIZE DESCRIPTION BOARD FEET 96 lbs. 16d Common Nails Coated 25 PCs. 4'x8'-3/4" T&G Underlaymenf Plywood Floor 800 S.F. ROOFING MATERIALS MILLWORK LISTING 44 Lbs. Bid Common Nails Coated 27 lbs. 8d Galvanized Siding Nails APARTMENT EXTERIOR WALL FRAMING 4 Roof Vents Windows-Frames, Sash & Trim Complete Units (4 1/2" Jambs) (See Plan) 21 lbs. 1 1/4" Galvanized Roofing Nails 15 2/3 Sq s. 235 Asphalt Shingles(Self Seal) 5 lbs. 8d Casing Nails 336 L.F. 2x4 Wall Plates 224 4 Rolls 15a Roofing Felt 2 20"x48" Glass Casement Triple Window Unit 24 1/2" Dia.x12" Anchor Bolts W/ Nuts &Washers 97 PCs. 2x4-8' Precut Studs 517 - 1 20"x36" Glass Casement Mullion Window Unit 5 PCs. 2x4-14' Cripple Studs, Cut 47 INSULATION AND DRYWALL 1 20"x48" Glass Casement Mullion Window Unit Ready Mix Concrete �. 3 PCs. 2x12-14' Headers, Cut 84 80 L.F. Window Trim 1 Pc. 2x12-10' Headers, Cut 20 900 Sq.Ft. 3 5/8" (R-13) Outside Wall & Box Sill Insulation With Vapor Barrier Wall Height Figured @ 4'-0" High 1 Pc. 202-8' Headers, Cut 16 790 Sq.Ft. 12" (R-38) Ceiling Insulation With Vapor Barrier Note: All Window Units To Have Insulated Glass. 8 PCs. 4'x8'-1/2" Plywood Corner Sheathing 256 S Ft. 4 Cu.Yds. Concrete For Footings / Yw' 9 q• 790 Sq.Ft. 6" (R-19) Floor Insulation With Vapor Barrier 33 PCs. 4'x8'-1/2" Insulating Sheathing & Gables 1056 Sq,Ft. 3360 Sq.Ft. 1/2" Drywall (Net Area To Be Covered) Exterior Door Frame & Door Units Complete (4 1/2" Jambs) (See Plan) 11 Cu. Yds. Concrete For Walls 1568 Sq.Ft. 5/8" Fire Code Gypsum Drywall 9 Cu.Yds. Concrete For 'Floor APARTMENT INTERIOR WALL FRAMING 96 Sq.Ft. 1/2" Water Resistant Drywall Around Tub I 3/0x6/8 1 3/4 Metal Clad Insulating Front Door Unit 1 Cu.Yds. Concrete For Pier Footings 1 2J$x6 8; 1 3/4" 5gtrdCare Gorege Seride vDoor L1t€t 1 Cu.Yds. Concrete For Piers 352 L.F. 2x4 Plates 235 OUTSIDE STAIR MATERIAL (TREATED) I 6/0x6/8 Glass Sliding Door Unit 2 9/0x7/0 Garage Door Hardware 119 PCs. 2x4-8' Precut Studs 635 °2 4f(1t7f0 L€p & Over Garage €Yogi 11 PCs. 2x4-14' Cripple Studs, Cut 103 3 PCs. 2x12-14' Stair Carriage 84 50 L F L1oor Tr€m Locksets 2 PCs. 2x12-10' Headers 40 " ' r •_ - "' g / P ( / _) ( ) roc Entrance Key In Knob Locksets ' 7 pct 2%f2-8 Treads, Cut `, t12'' 1 Pc. 2x12-8' Headers, Cut 16 2 Rcs 7x6-€4` Stair, Hasadmif 28 " Interior Pre-Hun Door Frame rim Units Complete 4 1/2" Jambs See Plan 1 Entrance Key In Knob Locksets, Garage 2 PCs. 2x8-10' Headers, Cut 27 °°° "° "`""" "' - "" ` - 1 Privacy Locksets Bedroom I Pc. 2x4-12' Headers, Cut 8 PORCH & DECK MATERIAL (TREATED) 1 2/6x6/8-1 3/8" Door Units 1 Bath Lockset I Pc. 2x4-10' Headers, Cut 7 1 2/4x6/8-1 3/8" Door Units b PCs. 2x4-8' Headers, Cut - 32 2 PCs. 4x4-8' Deck Post 21 1 5/0x6/8- Bi-Fold Doors (no Jambs or Trim) Louvered 96.L.F. 2x2 Drop Ceiling Furring 32 2 PCs. 2x10-10' Deck Beam 33 3 4/0x6/8 Bi-Fold Doors (no Jambs or Trim) 96 L.F. 1x6 Drywall Backing 48 2 PCs. 2xB-10' Deck ledger & Box Sill 27 1 2/6x6/8 Bi-Fold Doors (no Jambs or Trim) 1 Pc. 2x8-10' Porch, Box Sill 13 1 2/0x6/8 Bi-Fold Doors (no Jambs or Trim) CEILING & ROOF FRAMING 1 PC. 2x6-10' Porch Ledger 10 " 6 PCs. 2x8-8' Deck Joists 64 Miscellaneous Millwork (See Plan) 22 PCs. 2x6-16' Ceiling Joists 352 3 PCs. 2x6-8' Porch Joists 24 23 PCs. 2x6-14' Ceiling Joist & Header 322 9 PCs. 2x6-18' Gable FI Rafters & Blocking162 24 Metal Joist Hangers - 334 L.F. Base 44 PCs. 2x8-18' Rafters y 1056 2d PCs x�-fti' €heCking, Deck : 240 " 16 L.F. Wardrobe Closet Shelf & Pole 11,Pcsx(i-8' ' ReCkitngt Porch: $$" 5 24"x16" Linen Closet Shelves 4 PCs. 2x6-14' Rafters, Stairs 56 Z pas, 7x6 f0' Deck Roil 2Q 1 22"x30" Attic Scuttle Unit With Trim 16 PCs. 2x6-12' Rafters, Porch & Stairs 192 4 pas 2x6-8' Deck 8611 32 1 Bdl Shim Shingles 2 PCs. 2x8-16' Valley Plate 21 2 pas 3xlr-qd' Parch Ral€ 2g Pr r "x55"° $t utters far Sash 1 Pe. 4'x8'-V8" Plywood For Gussets 32 Sq.Ft. ,;,'$ , Stair$ IIeck Railing Posts32 •• 2 PCs. 2x10-16' Ridge Board 53 1 Pc. 2x8-10' Ridge Board 17 10 PCs. 1x6-12' Collar Ties 60 NAILING SCHEDULE FOR STRUCTURAL MEMBERS 8 PC S. 2x4-16' Lookouts & Nailer 85 24 PCs. 2x4-8' Gable Studs 128 ype' Spacing Spacing of Fasteners rv1p e°n e P eae a ¢T Number&T yTC 3PCs. 2x4-10' Gable Studs 20 DescriDtionofBuildingMaterials Fastener2•z•z Fasteners Description of Description I of intermediate i � +�7 lUmb21^ 15 UYtSIT�tllalri�a�y4S"f1r'lf( �'°' I'13 eE'ej�ttElArY`d ' W{7f}Cj 6}^ �5' .SS I s� 100 L.F. 1x6 Ceiling Drywall Backing 50 Building Materials Fasteners2.a.6 edges supports4 1" TY�a Ti of of ot `GGOYfSaIfCE' W c51 OVCTCtt L1 st lldarll S}l C°1f3C3L QTTS a fit ' Joist to sill or girder,toe nail 2-16d — F ,, 44 Pcs. 4'x8'-1/2" CD 24/0 Plywood Roof Sheathing 1408 Sq.Ft. Plywood subfloor,roof and wall sheathing to frame: Ca`1 jfornia''•F{elj4J00C( a SCI C€31 5 T UG� €}Pt I C�°' T 0i1STt 1}C�)9t1'GOf117110Yt. ;). 2"subfloor to joist or girder, blind 2-16d — and face nail 9z inch-3(e inch 6d 6" 12" p! Y"Q° $ �E, TriR EXTERIOR TRIM AND SIDING Sole plate to joist or blocking, 16d 16"o.c. staple l6 ga. face nail ! Top or sole plate to stud,end nail 2-16d — 3g inch-$'4 inch 8d smooth or 6" -12" , •` - Stud to sole plate,toe nlaiI 4-8d or3-16d6d deformed bll l,a= tfk Fara€tl Doubled studs,face nal 16 24"o.e. Otherwall sheathing' ,441ix . Tic6 Ft1eLe % 22: Doubled top plates,face nail 16d 16"O.c. Top plates,taps and intersections, 2-16d — li Fiberboard Sheathing 1`/z" alvanized 3" 6" ` +I61..Fa 1x# •"x RakeJ his a ',� face nail g roofing nail 1€€81 FK ,,, % ,,a". faable ascla, --, .., ,• „ T2 Continued header,two pieces 16d 16"too. 6d common nail 1161.F Metal Drip Edge along each edge staple 16 ga 1/e"long i ' Ceiling to plate,toe nail 2-16d '/2"Gypsum Sheathing 11,12"galvanized 4" 1 lea 1% T2 Gol011F lJrap ; ,11 " Ceilin oaring nail Continuous header to stud, 4-8d 150,1 F 1zB $kart &Triit 8aarxl; 1110 toe nail 6d common nail z -/1 staple 16 g a.1%u long 622 L F 1X6 Tr€m't, omer Boards. 311 Ceiling joist, laps over partitions, 3-16d — y' face nail Combination subfloor—underlayment to framing Gtlrtlget!Moaf',€am15f 24° Ceiling joist to parallel rafters, 3-16d — 4B 1.f ' Garage Br€ak 3�ou(d Rafter to plate,toe nail 2-16d — inch and less 6d deformed 6" ID" a 1. All nails are smooth common, box or deformed shanks except where otherwise 48 L.F. Garage I700T Sroysi " brace to each stud and late, 2-ed _ fated. INCP 2 Na s a general desrrpron and may be Thead modfied round head or round NATIONAL' PLAN SL11VIC E, C-. °4 Pas: 4 5€$ 1�$ 7 xterlat PFywaod,5aff€t 128 S F face nail z-staples.13/4" — head 3 Staples arc 16 gauge w re and have a minimum 7116 inch C.0. crown width, '6 PCs. ,4'MS' 3{8" Fartaerioc Plywood Rarclr Crallfrig •-. Built-up corner studs 16d 30"o.e. < Nails snarl be apacea at n t more than 6 acnes o c at all supports where spans i are 40 me as or ream Nails shall be spaced at not more than oinches . ai ptalTS 192 .Fx 32"O.C.at to at intermediate supports forliters, 0 1o a. p 5. The number of fasteners required for connections not included n this Table This plan has been prepared to meet pro- 4 16"x 8Soffit Vents - &bottom& than be based on values set forth in Sections 26402, SHEET NO. p x,} [[�� g Q� Built-u girder and beams 16d std eyed 2-20d 6. Four foot x III or 4 root x s rapt panels shall be applied vertically. �� Pca �fx r at oat Part $; :fdirtg xa, off�ia .,T Sq.Ft. p g at ends&at ea. 7 Structural sheathing shall comply to applicable standards I s[ed in ehawer 26 fessiona standards of construction. A , and be approved by the Building official. 24 Pcs 4's8` 7j16" "' _ Hardboard Paael; h3ing {lsl'F€ } , 768 Sq Ft,-,, splicecareful study of plan instructions and 6 Rolls 15� BuildingRoof rafters to ridge,valley or hip TOTAL a Paper rafters,toe nail 4-16e — dimensions is advised before starting work 200 L.F. "Z" Flashing face nail 3-16d — Collar ties to rafters,face nail 3-Bd — 667 PROJECT PLAN NO. X - 6013 , INSTRUCTIONS: 8. Set floor joist in place over walls and girder and nail through box sill into Set doubled 2"x10" beam in place on post fasten with metal post and beam cap. floor joist with 3 - 16 penny nails per joist, and toe nail to wall plate and BUILDING PERMITS girder with 2 - 16 penny nails. Nail lap joint over center girder with 4 - 16 Nail metal joist hangers to ledger spaced 24" o.c. and set floor joist. Nail penny nails. Add doubled joist under parallel partitions and any special block- Ridge joists to beam. The first step in building your garage with apartment is to visit your local building ing required. department, present your building plans, and obtain a building permit. Building codes RiDGEBOARD 31, Nail porch decking in place. It is advisable to pre-drill for nails at ends of ,� will have an influence on how you plan your site. They will fell you the minimum 9. Cut 1"x3" cross bridging and nail fop edges in place at mid-span of joists, boards to avoid splitting the boards. Nail with two 16 penny nails at each joist. '. distance you must stay from each lot line. A little time spent at the building depart- using 2 - 8 penny nails at each end. RAFTER ment obtaining the correct information now can save you a lot of grief later on. 32. 1 Add porch railing and stair railing. Find out how many inspections are required, and at what stage of construction they 10. Starting at one comer, glue and nail the 3/4" T & G subflcor inP lace t occur. �� - mus staggering the joints. Use 8 penny nails 6 on center at panel ed es and 10 - INTERIOR FINISHING 99 9 edges,I P Y P on center at intermediate joists. Ends of plywood must be centered over a CHECK RAFTER If you anticipate Them, you'll have a batter chance getting the inspector there as PLATE floor joist. I �� END cur WITH 33. At this time you can add any blocking or backing that may be required soon as the work is completed. When all the subfloorin is in lace o back and complete the nailing of the I I 5TUD-+ PLun+B BOB g • p g p g for towel bars, tub support, cabinet supports, stair railing. SITE OF THE GARAGE/APARTMENT bottom ends of 1"x3" cross bridging. 34. When all mechanical work is done and beforeu insulate call our building Yo r Y 9 Once you decide roughly where and how the garage/apartment will sit, the exactinspector to check meahani cal work. placing should be done by a competent, professional surveyor. Nail rafters to tie plates and face nail to ceiling joist. Add collar ties 32" o.c. 2ND FLOOR WALL FRAMING (see roof and ceiling framing detail Sheet 08). FOUNDATION 11. Repeat the procedure used in framing the first floor walls in framing the second 20. Add 2"x4" able studs spaced 16" o.c. Also add studs to porch able area and 35• Staple insulation to exterior walls, ceiling and floor with the vapor barrier on A good foundation is a must. floor coal Is. Be sure to check the manufacturers rough opening sizes before g P P H the inside face of studs and ceiling joist. Be sure to insulate behind all pipes block for beam support. (See framing at gable end detail Sheet 8). and electrical outlets. When placing the ceiling insulation be sure to allow marking position of doors and windows for stud positions on plates. Also be sure P 9 9 • r Add 2"x6" ladder framing to gable end rafters for gable overhang. a minimum clearance of one inch between insulation and roof sheathing for Working with concrete can be tricky for the uninitiated and requires a good deal of to add any extra studs required for intersecting interior walls. assistance. A foundation of this type also requires the use of expensive forms. We See gable end detail below. air passage. suggest that you contract this portion of your building project to a professional. To lay out the walls, start with the front wall. Set two 2"x4" plates side by side, at the edge of the deck starting at the corner. Mark the position of the j�.p't As he forms your foundation be sure that your plumbing contractor installs all the studs 16" o.c. on both top and bottom plates. Note that the first stud space /dA j,jappp(L underground work that is required. is measured from the outside face of end stud to the center line of the next '2",G" BLOCKING rIZAMING VI % (on 36. Install ceiling drywall with the panels running perpendicular to the ceiling stud and then 16" on center. O W,O.G, framing and nailed to framing with 1 1/4" Annular ring nails spaced 6" on Also be certain that he has allowed all proper offsets and notches required as . center. shown on foundation plan. He must also set all anchor bolts required for walls Top and bottom plates should lap a minimum of 4'-0", and be spliced over a I°iETAL. MI' and steel columns. stud. Move plates apart and position precut studs 7'-8 5/8" long in place. tv&C ; Wall drywall should be installed with the panels set vertically and nailed with WALL FRAMING Nail the plates and studs with 2 - 16 penny nails at each connection, jnK 0' 1 1/4" Annular ring nails spaced 8" on center. u Begin frame construction by assembling the rear wall.Take special note that the 12. When wall is assembled, check and make sure wall is square. Tilt wall up into v „xT v n1w 37. You may want to contract with a drywall taper to do the taping. overall dimensions of the wall framing is one inch less than the overall dimensions place, position at edge of deck and nail with one 16 penny nails, 16" o.c. FRIEZE of the foundation. This is to allow for the 1/2" sheathing which will be used. into boxsill and into each joist. Brace wall temporarily with 2"s:4" brace to ii r' Theoutside face of all plates and studs should set 1/2" back from the outside face 2 r T GADI.E P floor cleat in at least three places, FiAF7ER of the foundation. See Figure K1. 38. Install prehung inferior doors. Use wood shingles for shims where required. When the exterior walls are up and in position plumb and square walls and add 2x4 tie plates. Nail with 16 penny nails 16" o.c. lopping all intersecting 39. Install kitchen cabinets, bath vanity and medicine cabinet. Add all counter 2'xour 2 4" STUD partitions. You may also wish to add a 2"x4" temporary brace diagonally across s,<G dC[IL1NG tops' 1/2" rners. JO13TS&I CalO.G, 2'x 4" TREATED 40. Install ceramic file in tab area. PLATE "Z' FLASNIWG 41. Install floor tile. 13. Nail exterior sheathing to outside face of second floor walls. Start with 4'xS' sheets of 1/2" plywood in all comers. The remainder of the sheathing is 1/2" 42. Install stair railings. �. �.:. P r g I XS 7WM _� insulated sheathing. See Nailing Schedule. Add 1/2" sheathing to the box sial area. 5 10 N4 43. Install sinks and water closet. FI G. 1 14. Assemble the interior partitions in the same manner as the exterior walls. 44. Add all base mould. _ Always start your stud spacing from an intersecting woll,16" from the outside jface of the first stud to center line of 2nd stud. Then 16" on center. This is 45. Add electrical fixtures. 1. Place treated 2"x4" bottom late on to of anchor bolts set back 1/2" from done so that when drywall panels are applied, the panel joints will end centered P P 46. Paint or stain all exterior and interior trim and siding. outside edge of foundation, and fop with a hammer over each bolt to locate on the stud. Again check inferior door specification for size of rough opening position of bolt holes. Drill a 3/4" hole in bottom plate to fit over bolts. Check before framing panel. 47. Add floor finish as selected. by placing 2x4 plate over bolts and be sure that edge of 2x4 is 1/2" from face of concrete. Add double 2"x4" stud space 4" apart for all intersecting partitions as shown on intersecting wall detail sheet48. Tilt wall up into place GABLE END DETAIL 2A 2. Set a 2"x4" top plate next to the bottom plate. Starting at the corner of the as each wall panel is completed, foundation mark the position of the studs on both plates. See Wall Framing and SCALL. 3/4' a 1 O note that the first stud space is measured from the outside face of end stud to _ the center line of the next stud and then 16" on center. Top and bottom plates - should lap a minimum of 4'-0", and be spliced over a stud. Move plates apart 21. Add 2"x4" continuous nailer and 2"x4" lookouts for soffits. and position precut studs 7'-8 5/8" long in place. Nail the plates and studs � 22. Starting at the lower corner of roof, nail 1/2" plywood roof sheathing in place with 2 - 16 penny nails at each connection. ` j� with 6 penny nails spaced b" o.c. at edges and 12" o.c. of intermediate 3. When wall is assembled, check and make sure wall is square. Tilt wall up into supports. Be sure that edges of plywood are centered on a rafter, stagger joints Y- r of sheathing. Cut openings for roof vents. place, add nuts and washers to anchor bolts. Ground - Brace wall temporarily with 2"x4" brace to ground stake in at least three places. stoke ,.! / TOP 2x4ADDED 23. Apply 1"x5" fascia and 1"x8" rake board and soffit material with screened 2x4 FRAMING\ AFTER WALL IS soffit vents. Tighten down anchor bolts. IN PLACE DIAGONAL tel/ 24. Starting at the lower edge of roof, apply 015 roofing felt horizontally. Lap 4. Repeat the procedure with the three remaining walls. Be BRACE 1 felt a minimum of 2" and fasten with staples to hold it in place while shingling sure to check the manufacturers rough opening sizes before marking positions - roof. of doors and windows, on plates. When all walls have been placed in position check that they are all level and plumb. If shimming is necessary, use steel 15. When all interior walls are in place, nail tie plate to top plates with one 16 Apply the roof shingles following the manufacturer's instructions. Install roof shims where required, penny nail every 16" o.c. Tie plate must lap all intersecting partitions. vent as you go. Add 2"x4" tie plates to top of walls. Nail to top plate with 16d nails 16" o.c. 16. Set ceiling joist in place across tie plates. Position ceiling joist to one side of 25. Now that the building is protected from the elements, install the exterior door Tie plate must lap the intersecting wall. See Wall Tie Detail'Sheet 8. stud below (this will allow the rafters to set directly over stud). Toe nail joist to the plates with 2 - 16 penny nails. Lap joists and nail over bearing and windows and garage doors following the manufacturer's instructions. 5. Add 1/2" plywood sheathing at each corner. Add 1/2" insulating sheathing to partitions with 3-16 penny nails. 26. Now is the time to have all of your mechanical trades come in and do their exterior walls. See Nailing Schedule. 17• Set 4"x4" porch post anchored to concrete piers in place and brace. work, plumber, electrician and heating contractor. FLOOR FRAMING Add porch deck framing. Add 2"x4" blocking to left wall framing for'beam support (see framing elevation). Set the three lower 4"x12" 27. While the Mechanical trades are working inside you can add the finishing b. Set steel columns and bolt in place. Check column height, the top of the beams in place and anchor to 4"x4" post. touches to the exterior. bearing plate should be 9 1/2" below top of tie plate. ROOF FRAMING '4 28• Apply 151F building paper over sheathing on all exterior walls.Starting at the rear - With the use of a hoist or a few friends set steel beam in place on columns and 18. Cutting rafters is simplified by following the rafter diagram provided on the plan. comer of the first floor, position the first piece of siding lapping the foundation bolt to bearing plates. Add temporary bracing to hold beam steady while floor Layout and cut two rafters to size and set in place to check for accuracy. (Be approximately V. Nail siding with 8 penny non-corrosive siding or casing framing is installed. Add 2"x4" plate to top of steel beam and clinch to beam sure to use the same rafter as a pattern to make all additional rafters). Tack nail nails spaced 6" on center at panel edges and 12" on center of intermediate studs. Be sure to add with 16 penny P nails 16" o.c. Nail this 2"x4" late to side walls, the rafter over the stair and porch first. This will give you a guide as to which ng at rear corners. flashing (at horizontal siding joint). Nail corner board in rafters should not have a overhang on that side. place over siding 7. The next step is to mark the location of the floor joist on the top side of wall 19. Erect and "tack-nail" the end rafters in place and brace. 12 feet from the end 29. Frame stairs and add porch decking. plates on side walls and beam plate. Start at front wall of building. The first wall repeat the above process, locating these two rafters directly over a stud mark will be 14 3/4 inches from the outside face of stud. This dimension is to below. Then slip the ridge board into position. Brace ridge board on a 2"x4" REAR DECK the side of the first floor joist. All other joist are spaced 16" on center. stud.Be sure ridge board is level, rafters are plumb and brace securely. The Install the box sill using 16 penny nails. remaining rafters can be put in place located over studs on outside walls. 30. The rear deck can now be added. Bolt 2"x8" ledger to box sill. Set 4"x4" _ post in position and brace temporarily. SHEET 2 X- 60I3 TOTAL 8 i _._....-.... ------- �-�n1ETP� Roof uEnr�' � 2�5� SELF sEAL _� RSPN4FL1 SN NULi 5 v DEC �-�' 11 _` 236 ' i I''KGl' fRlro ASPkAL 1 SHLNc1L,P II' SI FPGrPk �rop20 �aUrrr�. I"-e)' F216ZC 6oGi2P Z% �♦ LltiRt / Z''x�o fLAIUNCa P�oA2G5 r3oa2v '[till" —Z2",c 10, I ,t(o' G02NE(L SARA gogRpS 0 \\ 0 IuKro' 1211" noLJNSPMT Pow- 2 POSt SPOUT I © 4b 'I/I6' I+A2D['X'A2D PAN61, SIDIN�I W,� S1UCG0 FINIShI 1 1 I -CO EXTEND lo' Fsuow nIPM. PIEOh I I I I LOCAL FRor wPF, I, n I I I I I i I " GONc.FFT'tl I I III I rl- - --- - - - - -- - - -- - - - - - - -� ;J -L; I1- - -- - - - - --- - � - - � � — �t r-L- � r — - - - - -- - - - - - - - - - — - - - - - - - - -�-- — —1— J-- - -I —� --I RICaHT St DE ELEVaTIoN REAR ELEVATION ez ,6AL Fi [IA.". I'-o" i� M6TAt, FWF VENT ZA mEfAt. DKIP �n4E mS1Rl "RIP EDGE 235 11SELF SELL. I°r 6" Iv n BoARP �uya° RAKE PoA2n ¢ l2 BEAM II'x S" RaK� pSPNPLt SNIN�iLEri 1/16'HARDODaRD Moo- I°x4" RPKE F(UUEZE I°x41i RAKE FfIIEZE gh006j W/ s1UGGo F10151+ J I �vrtaFs � p'xa" r-As1cFl ' T21 I BOARDS u n 4,�IZ PrEAM fi 4HT gllx�u PLSr 4nx4x � POST i� 1n cro Go2oeF \ 211x6°aAlt.fµ6 BoP2n5 \ / BEPm DoL,UNsPooT 1'k 0' T21 BOk(LP$ VOWSPOUT 2x¢'' RAILI l� � I'xa1iTP,IM Bop(LO 22''x I o" Po51 q�j UIEG� 4„xj2„ r-,LFC. L161HT t LEG. Lr. LIGHT BEaM 2°x IZ” Ta-6p057Q' A POST e 1"x('' 1RIp1 2l,c re, BOAR PZ ` cFl�21R�E I I I I I I 11 ?W,sk",L 12" j I I I I I I I o it3 I CoNc. F1'!� I I il 4-t I I LEFT SIDE ELEVATION II FROPT EAjWAT100 SHEET 3 �CALt; it - , _0 667 X - 6 013 TOTAL 8 3/e` PLYU)DOO 6P%SPIT 4',Z11 q, tP ONE 6gGN SIO ^� 4•"z12° WooD BERM RAF1�fL IIG'I i- -i r_ _-r t2 12" 121 AM PIE25L _-J F"IPFTE2 "$e m -o ooT1 z12" copes. ' l�71 , I 00OF G0MC.TRVGTION tt��'' Apcl+ f TIE DOwN Ipyh'1I Atj_4 'W [2'�5 W SELF 515AG RSt'I+F�Lr I C"P61ILES "x1211 �11 GI-411 51 �II 4 u 15� P)OOFINCa FP.Lr I'4" -� J 3Uz' DIPKM. St L. LII 5 k 5 4 5 -A S I/ZI' FWLJ17. ROOF SNEA14106i POST To Of AIto — — — — — — — Z"x6" RT 10 O.c., MSTRL ANGN•O25 11txg1i N I I 3 11rAT PUNI2. PORGNct-A 'ca --4 + r- - - -�' - - -- - - -.- - + 4"x 4" a 411 X 41 I 10C)TI GoNG. POST PAST I �( OoTING _ 8 GONG. WALL u u n a' g'' c' 8'-g" c v I X21, S I'-4 IZ'-S I I �• FRAFTP,4t " A" E1i<ro° RAILING iA 1 I I + +---rt _� I 1 , SII 4�1•all $U d' M i ggPlc2 TIE DOwN PNGNO(65 II I, _N + R-I 9L1" OG- _ 2 OIL unatgr-R IF LOcAI. ( — —'1 Z'JA WPI CA , PNGNoR- 501L GONO'T PeQ15 4"xis" PRAM F �I t� 000,15 LOLATION 41z411 WOOD POST 4 s 'S1/ZII DIRO. STEL Cm. 10 've mlu. j i - UNEXGAVAT5,O a + = 1 ; 11 IFi _m 1 a1i1 Ca(LAV�L BASIi uprf p yGA(L(LIASTA -- I t� GONG(LETF� SLAB g 4'z4" STAIR POST POST PI05 s I N 211x4" STAn Fmf, 2"z 1211 TiLERD Top OF FOUNDATIbN �' I NOTCH FOUPPATION SI' + I 1 - L ° -; I r-OfL 1200p, ASoVE- 1 IZ" DIA�1. GoNc. PISS I 60rjc re PRD II Foa, Poo(L AO11.N 1211 11,14' 13 I 5T'AI9 PFITAI 1. �4A - ' ' I I 31/2'' DIRM sT'L coL. 4 III n I in it 4''z 4' POST AT GofLNE G 21'xra'' SPADED. I/4n `; 2a1-D" 41'x4" POST Z1'zro" SPaGF.n I/a1 6• Z'• IV2 101, gl/2•° 10'- 61/L° 2' 11/Z all NOTG4 WTOM OF D.G. P05T Fli �o9 _� FoUlaPATIOP PGAW 21'c6" Al " M SILL 1 � (X II I - = 1 1 1 Rt 24 N O•G. SCALE V4' : I -o' 'Ly L)11WE-TA� -YO \ NANR9 n � 2 a 1 _ 00T-Tom of METAL SOIST uANGF� 21 xa 60x O S - I mi L I T NAN ERS 11 I o IS �a 5 v h u SILL , 11 2Yk SET-P�AGIC 2 ,cb L�pC�6R 2 LE R I h 2�h-�JoI gamI; 2 51DIN� ¢ 51r, Nc /Z 11 DIAm. x I2ILOW? PosT To B 4fri =� + �a . . RNGNO(b gOLT5 tp OP2 4t5L'fION II4 � q S66'floP 4L � ° 56 AI.Ci 3/41'- 11.01 r�GVYAL5 11_ 11, �• N A ,r n. a m� _� •.p. 10 `o o m I roll FOVOPATION IS®(yMSTXIC. No xPLE 667 �- 60 � 3 SHEET 4 TOTAL 8 - ------- ------- t}I- D 11 10,- 01' P E' CVII t PEGK OOTL,10Ei I �I 0 2''Xfv" DEGKINIa =a I _ I q '- o — - - - - q'-o l0'-0 3' lo" I 201-0" I fp,on =�, L. I - - r — -- -r 31/i' 011410. STEP.L COL. GI A �v' o' '-8" IDING . I lug SH6R1 DRYER S.S DR. WIM.S. . I I IL}" 21' a' 4u VOL IS •pVEp OPTIONAL 01,H' L --1 - -_j WASHV LDGAT WJ a.s BI Fow DR• =� ct a� a P� Pte. �- L 1 _ C, Yi L E II= r� da ' o Ilclo At 10" o.c. I I_, _ 1 3 °x�i0s4 s / 3'-o a a' aa �I s ;N pR° oo ail 3 �oTE . 5/� F12�co7� bR�wALGLoa2 solsts - I fgbi N f OP�NINLi I ON WALLS ANPG6IL'G W/G2o$S P�RIDraING 2 _x Q L N H E P o �aAh-Ara —, a mlo- INca _ F 1 SPAN.Pu�P�L� f IZEF'G d01ST5 uND�R-aLL 3 PaaALLEL PA2tITIGNS SAT N - M ", _m -s hT0RAG6 H1pl. W.J}• ;� a II j QG. O O a 4n 131.(b I yj''8 4! 61-FOq DI;. as G. 4 P _ H =� _ 312 sTEa;L cvl,omrJ -o I 1 .01 '- i 3112 '.,y12 - ,/ 1 u y�1 I , I I. y,- , , O ,z � �p 4 2 5 3 / I � 3 3 -I / 1 Z _ �" I g o _ I 5 I Q' 2'-o'XV-S" Np- 31/Z„ 21.Ax&8 n� �v BI FO D Dg. TD LtGHtS `a m LINGN r'.-r =S' 77 I6 OpNGREtE R1 �A PGS I = �" 5sN5 6a, „ FoorINU olz (,Al �-o,ro., IF REgUIR�D VW �. LOGAL SOIL LOND1110N 1 i =N 51-FOLO W c(� I LZI't 3o" SLVTiLE Zll,c rd' Q1 Ilo'' Oc. I `rI oti u/OUL,HPIN CEILING 7015T5 ° FoYE2 a LIVim U Room sl + + -�0 6EDRo m / ;ITTIc- GARAGE /. r t * x 4"GONGLL&rE FI.pO(G oN 411 6fLgU6L PASS = LL TO Fo'(E2 � 11'xC4' AT 16" O.C. P,6G655 LIGHT FI�ITUIZE I I I� I u u � � WITH GSNSE AND PULL 2.g tfo-£`L - 13/l� CEILING IToISTS I H1 GHAIM1 Al ALL cLDSE15 2-2'� i2" WITH q�"X I'd' SEGt1oNAL ov�RH�cFP oc+ R I = I rV i II 4" PLYWD. 1 3'F� DIAM. STL. COL. a we D. - A I o' 2 S• OII 2S' o� I, APARTMENT rLOOR PLAN GARA66 FLOOR PLANFLOOR PLAN SGAL,6 1/4" = 1 '- �u GERaPWI TILE Te `HfLEE SCALE VL�11 = I'' O° L I N14T Qhd VRNTI ATIOP S6HSDUL,& LJRLL WITH WRTF1t fGE- c mrPNT DRYWALL BGINNP T� Oo(hS FLdo LItaN VAN p,EGnss fLF,q. Aci'L (l.0Q. (IT L, LT• FI�1Uf1.8"�x-ys°FFIT � N � 5oFF11 J' �-xNPIKt FRN 3o Ig 16• 30 24• �,� FLEc•LT LIIU1061 AIBP V NIN(G 130. 'b10 31.0 �j2.8 15.5 28.2 12 «-CDD,TAIO K11GN �fJ BIZ 1.2 ID•2 3fo Il.ro 13�.gf�u70(�'1 I ria 153 20.4 1.fo5 15.4 �� 5 nAM vLA� , 6RTH 4o A fLT I I GSL MGGN Io0GFR1 30 30 50 3o I InIgRIoR mG. I f3aGKSPLas♦} HOOP W/FAN, DENT I I � CWPTE,2 TOP o To oUlIM Al2 I Ii 1 I tZEGE55 - - � C IS 24 36 30 ly I I 1 I (�J� OV06) �✓liH �,PULB 13p11 Nc,E I I a SSM. VY. 1 ROVGIR oPWwG 01..52. v6eSC FTION -1 SINK fflarY( M IsPP` I I I w A Z (a1- 41/41'x4'-r;M , 2o/40 I CASEMwNT TrbIpLEO WASIaEft LoGAT1cIv 34 ?4 34 34 X41 I 34 �4I I I J fUB 1/ b I n S I - Z 4 x�F -��'a 20/46 P.O. rIULLIoIJ) i -7p G I 4'- ZI/4u X ?71- 2° 20/36 P.O. (MuLLIop 36" UPNIT`r NDib•. RLL W10pow UNITS To IA ITCH EN CWPIETELEVATIONSELEVATIONS , BATH EI.EUATION JHM, IOSULPT-612 G�LAx- SCIA LE 61ic II-O I' 5c ALE 3/$1'.1'-01, X- 6013 SHEET 51 TOTAL 8 tillDEC 26 11 4 All lU I Z"x 10" RI P(qE BOARD I O" Ri Dr�E P�oaRD ' � FILE;+ Z"x4"AT 10 oz. 21'Xa11 17,10( E SuPPo2T• 61A61. ENG2'ZfJ05 x Io" BOpn.O " u n I ; • 2'x lo" RIDyB qRR j ROOF CONSTRUC�TIOQ 235tfsew: esAL, PSPw'rSHINGLES 15'*P+oOF1 NCy FELT VZ'' PL`{WOoD, HOOF= G{MATWOej IZ Z"r 8" At I(o" O.C. RAFTERS AT 3'L" a•c. coLLAR TIES SI , u GEILINy INSuL. / 1- 0 H L01114 VAPOR FSARFRIEFi PLLoW I" mIN• 6Lr-A2A 6 Pop Alfol PAssAGE �.1 2°x6Gail (� 315. PFISGIA GV? ,, Tr 21r ( PJ' RAFTm� RID4S::,)T C I7(• OFF 'l CORNICE CONST• r IVAS" F5 CUT TIN (a dIA (qgA(n For tomfloN RP, FT �R 2"x4' Al 16" Oc LOOKOUTS ,� V)W' CONTINUOUS NAILER = 6OPLE� g/8" �,g6RIoR PLqWp. c, fFl SGfLEENGD SoFF11 2 UwTS. 4 12&4UImP. 2 u I"rG" FIZIE2E d 23/4" II'-�F''/�6 -w o EXTERIOR WRL _ o L rwoR OoNSTRL)OTIon) GoNSTR�GTIoN � OO d FLp+ FINISH a1 OLJPPI ' OPTIOIJ FASCIA R1P4E GuT 3 3IA-" TflF� PLYWOOP CA)B-R,004 cuT m\c�' z' 2bt 6° fZPF?>✓fL I'Gu .o /s I/Iro'' HA9125OARV PPnJEL SlmP4 CILluep ANp WAILED 10 FL002 WITH STuGGO FINISI4. L` JOISTS. 2"x 10" AT I(n" O.C. FLOOfL ll +* $uILD10(i PPPER JOISTS I' 5�/a' 31 6 al' LL3/�I L° i/Z" WSULATIN(a SI-FI ArHINy W/1/2" FILYu)oop SHITS AT — oa,Acj�N. LS FOR WIND - i 1 CUTTINCa DIACgRAIn for R 91 Ma, 3s/S" R-13 PLATT INSULKION -p CAUL I' SILL I" - 1`-o° WITH QAPoR OAFi(i1EP, GPU„K SCALE VZ" DRYWALL h I tali 1fUfll B(t9. i (o (R-Iq) BATT IQSUL. Z-2 x4•' /S FIREGVD �p n ,� WITH VAPOR P5WMFF3 „ �, VAX Al 16''OL. DRYWCFU- 9 I zS Tf im o0wLP tb WpfLrn SIPS 2-Z A 1, H9'ft _ cc (hETPL "Z�� FLPSNIr�/� IJ/'li"s 1I vq-" " " � — PLYIao WE6 I +(a T21m gRp• Z`x4" nbOP 12' 01i 131RIGK mown SufUtoUNP ~ 5/f3" FIfLECom pRNWA L I'' 4" opm6 = t�PFTE2 LPp >zlp(aE COT ON WALLS AND GEILtNG pooR STOP e,9CTIONAL OMRrw s OF 60rLIR66 Cj P2P & DOOR •• 2 3Z„ ftPFTE211B1 aN w � d - _� O tC p i� n o �3/a 4 5/e l0' S 5/» ZK/16 411/16 - �' ° CUTT 1066 PIMP-AM for RAFT6IZ �' Dp NOTA: ssE STaav�TprIL"4-R � � " p G "_ ,- 1, P�2 POSITION OF S PL I o o � I Z '4 C IS" POOH PLAN I,J11N - ¢ R 1 G. I �� 2.. o BoL � � d AF AILS A�B, � /t ¢ t 1 ANGN R TGi P1 (0'•0" ON G rJTER n % w � I II a CjRRDE A 41'/I� I ZI-15/I�o 1 �PFtE2 LAP .4G,)a)(, EM SLR6 s a: 4" CaftAUEL EASE o FASCIA GuT M 1�3j•, 'Luxes" 2PFTEft '' p" IA 0'GONG WALL e .� e I(d Aoll GONG. Fv >Q a o= CUII INCa DIAQ� AM For RP FTEf& " A" SGA LB S P,c-r " 1A" y1;GTION 'I FS Sc ALE 1l2"< I'-o" scgLE 1/2".,'-o" X- 6013 SHEET 7 TOTAL 8 V.4-eL°CLIW �CLILIN& MIST ROOF RAFTEXS WDLL WD STUM 1 �, 2'.4STUDS ti-"�_~..Gh r.,: I I II I t I II i I t DEC Zb 11 36 3 -S/ y-II lo'o I; - ll/Z Sift '91 Pu 2.x•.4•rLAn ,— w F'ILc N 'p� _ LIIf 6'' P�ouC 51 LL V.4'STUDS ; U- CITYCL[RR.SALCF'. l1ASS. o o 2Z"x10" pE �EPP1 7 1. (' I' / •�+-s:t S t LU O 1 . �T� 6!' f+f 24'' OG N — 2-ZOx loll II PARALLEL PARTITION EXTERIOR WALL ( - = 2"< 10" Vo)( SILL FRAMING at CEILING FRAMING at GABLE END STU05 2'.4•TIE'PLATE 2_2` �2•NFA 2•Z"R IO r'y Y � J RIPPLE 21'Y 10"AT Ib" OL. WBxla t3ERM Ch a '0'( 10" 130)( SILL 10.AT Ire" °.c. N 4--2't 4'STUDS I TDP PANEL PLATE I 2.2'Ix joil 'IITL 7/�'I�" D�LK DIMIEUSIOa 2'r 4'PLATE �t- INTERIOR to EXTERIOR EXTERIOR FRAMING KLOP(L F(LAIM O(A PLAV - WALL TIE of WALL OPENINGS gcpL� 12" 4" tl2" L-y'r4" INSTIL>TG skink PL.PGNO IN TLRIeR S/4" T}.4 PLYWOOD -STUD Sup-FL pt EXTERIOR WALL j,. 2"w 4" ALOC"INO yZo[4'- 5TUDS ^Id pLTu EEIY zals7 pe1T°M ILLTE Ylµec• L•Z•"a 12 �' Z-Z"jA" It—CATILRIoR LULL ,QG• REAM PL rE LZ"t 3v' SGVTTLB STuPS T 14 Z Z'[4" rr• poA .ILL 2-Z s4" nt l° erLEL aL.n L't fo P1 1( O.C. PoT(bI'1 PLATE 4 TIE PLLTf. u n T°P PLLTE CLING NCD ltd 14'-o" LvNEI INTR RIaR NULL � FKIL s7[cL col.uMn Z•Z"+r 8" STUDS EATERIOR WALL WALL FRAMING AT INTERSECTING 'ALL FLOOR FRAMING OVER a IL Y 0' AT I&" Svc. EXTERIOR a INTERIOR WALLS FLOOR BOX SILL FRAMING TEEL BEAM �6'-Db LvroEt L >;ILIP(a F(LAMIPCI PLAN GENERAL NOTES j SCA 1/8"= II_011 1 . Design live loods: 7. Determine the exact cabinet size on $se job Roof . . .. .. .... .. . . . .. .. . . . ... P.S.F. after the wo!I finish has been applied. Ceiling ........... . .. . .. . .. .. P.S.F. 8. Exterior wall dimensions are to outside of Living Area Floor . .. ... . .. . ... 40 P.S.F. sheathing. Interior dimensions do not include j RooF RAFTGR9 Sleeping Area Floor. . .. . ... .... 30 P.S.F. drywall. RICY.GHDARD 2. Soil bearing capacity is assumed to be 2-2'x4'PLATE CDLLARTES 2500 P.S.F. 3. All concrete used is to develop a minimum q, Conform to all dimensions indicated in V.A. sruos--� compressive strength in 28 days as follows: preference to scaled dimensions from the Footings and Walls - 3000 P.S.I. blueprint. Cal uNfiy JCISTz Basement Slab - 2500 P.S.I. '0. While every attempt has been made in the Garage Floor and Stoops - 4000 P.S.I. preparation of this plan to avoid mistakes, o EAR'NqUsing a minimum 5 bag mix per cubic yard. the maker cannot guarantee against human 4. All 2"x6" and larger framing lumber span error. The contractor on the job must check are based on the use of No. 2 Spruce-Pine- all dimensions and details and must be Fir or equal having a modulus of elasticity responsible for some. of 1,300,000 and a normal duration design 11 . Provide ground fault circuit protection for all value of (f=1000) with a moisture content bathroom and exterior electrical outlets. not to exceed 19 percent. ROOF and CEILING FRAMING with PARALLEL RAFTERS 5. Double floor joists under all parallel partitions 6. Use 2-2x12 headers over all exterior load SHEET 8 bearing openings - Unless otherwise noted. X- 6013 - 6013 TOTAL 8 w i QUANTITY SIZE DESCRIPTION BOARD FEET � GARAGE FRAMING arm "37 A wk AGE s;,.' QUANTITY SIZE DESCRIPTION BOARD FEET ' 96 L.F. 2x4 Treated Sill Plate, Garage 64 r �J�I� I T n � F v 2 PCs. 2x6-14' "I" Beam Plate 28 DE� 26 I I js Gil S� ��// ��// 0 tl �LLtr GARAGE EXTERIOR WALL FRAMING ®H �J n KITCHEN CABINETS & VANITIES FILE;; a; a Note: See plan and verify all sizes on job. Include all required 82 PCs. 2x4-8' Garage Studs (Precut) 437 'ITY CLERK.S.".LEM, MASS• end panels and fillers. 224 L.F. 2x4 Garage Top Plates 149 ''" ien 'i ""I. 6 PCs. 2x Cripple Studs, Cut 64 y"� JI ul 1 24" Base Unit For Optional Dishwasher 1 Pc. 4'x88'-1'-I 1 36" Sink Front /2" Plywood Web, Cur for Header 32 Sq.Ft. �. I Imw ' ° 1 30n Base Unit 4 PCs. 2x12-10' Headers 80 1 Pc. 2x12-8' Headers, Cut 16 o 1 24" Base Unit 1 2 PCs. 4x12-10' Porch Beams, Cut 80 1 Pc. 4x4-22' Porch Posts Y9 - ' 18" Base Unit I 1 15" Base Unit 1 Pc. 4x4-18' Porch Post 24 _ I 1 30"08" Wall Unit _ 4 ns 36"x12" Wall Unit Post Pi - 1 4 Post To Beam Anchors 1 30"40" Wall Unit �' 16 Rafter Ty-Down Anchors - ' � � . 1 24"40" Wall Unit 1 Pc. 4x4-14' Porch Post 19 18"00" Wall Unit a I I / ,i 1 15"x30" Wall Unit I P4xPorch Post 1 108" Kitchen Counter Top 8 PCs 4x88''--1/2 2 Plywood Corner Sheathing 256 Sq Ft — 1 24" Kitchen Counter Top 18 PCs. 4x8'-1/2' Insulating Sheathing 576 Sq Ft A t f1 u i L Pcs `" "" 2x4-1Os garage Door HoTdwae �asiag"• �0,• I " I "� Ikl �t Ty 1 15" Kitchen Counter Top € : `.•% u• �Itr (njlpum nI uw :Idw .. v: w•r•... t��I . 1 a it 1 ` pili }lyl�s(I by ill Ittl.oll.t g �j t tut, ��lu,N; 1 36" Bowl Base Both Vanity With Top APARTMENT FLOOR DECKING Nti 'd' i' s1"I'II �LL .l I1LL: k"I" cll,it iW`i� i� }T{ It'{t tr ' "Iyu 1 14"x20" Medicine Cabinet t `• 1.a�. .Ib1 1 .. 1 l l 11 R''v lib uN 111 IIIc ILnI [ 52 PCs. 2x10-14' Floor Joists 1213 " it1111 !��'•'- 1.. " • ._ .t- y' II 1 ' 1 30"x34" Wall Mirror 56 L.F. 200 Box Sills 93 NAILS QUANTITY SIZE DESCRIPTION BOARD FE 140 L.F. 1x3 Cross Bridging 35 - QUANTITY SIZE DESCRIPTION BOARD FEET 96 lbs. 16d Common Nails Coated 25 PCs. 4'x8'-3/4" T&G Underlaymenf Plywood Floor 800 S.F. ROOFING MATERIALS MILLWORK LISTING 44 Liss. Bd Common Nails Coated APARTMENT EXTERIOR WALL FRAMING4 Roof Vents 27 lbs. 8d Galvanized Siding Nails 15 2/3 Sots. 235A Asphalt Shingles(Self Seal) Windows-Frames, Sash & Trim Complete Units (4 1/2" Jambs) (See Plan) 21 lbs. 1 1/4" Galvanized Roofing Nails p 51bs. 8d Casing Notts 336 L.F. 2x4 Wall Plates 224 4 Rolls 15 Roofing Felt 24 1/2" Dio.x12" Anchor Bolts W/Nuts &Washers 97 PCs. 2x4-8' Precut Studs 517 2 20"x48" Glass Casement Triple Window Unit 5 PCs. 2x4-14' Cripple Studs, Cut 47INSULATION AND DRYWALL 1 20"46" Glass Casement Mullion Window Unit 3 PCs. 2x12-14' Headers, Cut 84 1 20"x48" Glass Casement Mullion Window Unit Ready Mix Concrete 1 Pc. 2x12-10' Headers, Cut 20 80 L.F. Window Trim 900 Sq.Ft. 3 " (R (8) Outside Wall ti Box Sill Insulation With VaF Wall Height Figured @ 4'-0" High 1 Pc. 2x12-6 Headers, Cut 16 790 Sq.Ft. 12" 1R-36) Ceiling Insulation With Vapor Barrier I Barrier it U d All Window now nsTo Have Insulated Glass. 8 PCs. 4'xB'-1/2" Plywood Corner Sheathing 256 Sq.Ft. 790 Sq.Ft. 6" (R-19) Floor Insulation With Vapor Barrier No4 Cu.Yds. Concrete For Footings 33 PCs. 4'x8'-1/2" Insulating Sheathing & Gables 1056 Sq.Fte 3360 Sq.Ft. 1/2" Drywall (Net Area To Be Covered) Exterior Door Frame & Door Units Complete (4 1/2" Jambs) (See Plan) 11 Cu. Yds. Concrete For Walls APARTMENT INTERIOR WALL FRAMING 1568 Sq.Ft. 5/8" Fire Code Gypsum Drywall 9 Cu.Yds. Concrete For Floor 96 Sq.Ft. 1/2" Water Resistant Drywall Around Tub 1 Cu.Yds. Concrete For Pier Footings 1 3/0x6/8-1 3/4" Metal Clad Insulating Front Door Unit 1 Cu.Yds. Concrete For Piers 352 L.F. 2x4 Plates 235 I !'` 2/66/13A3/4" S611A Core Gauge SsMce Door Unit 119 PCs. 2x4-8' Precut Studs OUTSIDE STAIR MATERIAL (TREATED) 635 1 6/0x6/8 Gloss Sliding Door Unit. 2 9/0x7/0 Garage Door Hardware 11 PCs. 2x4-14' Cripple Studs, Cut 103 2 9/0x7/0 ' Up &Ov4r, Garage Door J z y,'. 3 Pcs. 2x12-14 Stair Carriage i Oaw Tr1m ' 1 ' 1 Locksets 2 Pcs. 2x12-10' Headers 40 r JM L.F. . ., ._. 1. aCSe ��"�'2jCT;2 r Sr ;, 1°"`` - I 1 Entrance Key In Knob Locksets 1 Pc. 2x12-8' Headers, Cut 16 ` 2 fcse, 2x6'-14` 5tarr,` Irmdrall" l8 '` 2 PCs. 2x8-10' Headers, Cut 27 ' • ' '" '" - Interior Pre-Hung Door/Frome/Trim Units Complete (4 1/2" Jambs) (See Plan) I Entrance Key In Knob Locksets, Garage 1 Pc. 2x4-12' Headers, Cut 8 PORCH & DECK MATERIAL (TREATED) I Privacy Lccksets Bedroom 1 Pc. 2x4-10' Headers, Cut 7 1 2/6x6/8-1 3/8" Door Units I Both Lockset b PCs. 2x4-8' Headers, Cut 32 1 2/4x6/8-1 3/8" Door Units 2 Pcs. 4x4-8' Deck Post 21 96 L.F. 2x2 Drop Ceiling Furring 32 2 PCs. 2x10-10' Deck Beam 33 1 1 5/0x6/8- Bi-Fold Doors (no Jambs or Trim) Lowered 96 L.F. 1x6 Drywall Backing 48 2 PCs. 2xB-10' Deck ledger & Box Sill 27 3 4/0x6/8 Bi-Fold Doors (no Jambs or Trim) 1 Pc. 2x8-10' Porch, Box Sill 13 1 2/6x6/8 Bi-Fold Doors (no Jambs or Trim) CEILING & ROOF FRAMING 1 Pc. 2x6-10' Porch Ledger 10 1 2/0x6/8 Bi-Fold Doors (no Jambs or Trim) 6 PCs. 2x8-8' Deck Joists 64 22 PCs. 2x6-I6' Ceiling Joists 352Miscellaneous Millwork (See Plan) 23 PCs. 2x6-14' Ceiling Joist & Header 322 3 PCs. 2x6 8 Porch Joists 24 9 PCs. 2x6-18' Gable Fly Rafters & Blocking 162 24 Metal Joist Hangers 334 L.F. Base 24'hcs :2 TW tkckTi `Deck 2d0 , 44 PCs. 2x8-18' Rafters 1056 16 L.F. Wardrobe Closet Shelf& Pole 4 PCs. 2x6-14' Rafters Stairs 56 11 2x6-8' Deekangr Proal: BB 5 24"x16" Linen Closet Shelves Pc4.; x6�lOt De¢k Raii 1 22"40" Attic Scuttle Unit With Trim 16 PCs. 2x6-12' Rafters, Porch & Stairs 192 s d Pas 2x6'8 Deck Rail 32 Shim Shingles 2 Pcs. 2x8-16' Valley Plate 21 2 Fes 'lith<l•(' Porth Rail ' ' 2B -- 1 Bdlr 1 Pc. 4'x8'-$/8" Plywood For Gussets 32 Sq.Ft. k s 3 Pcs .... '€X•t=8 . Stair, peck RaT11ng Posts.. ..„ r ..... . .16"x55° Shutters far Sash 2 PCs. 2x10-16' Ridge Board 53 1 Pc. 2x8-10' Ridge Board 17 10 PCs. 1x6-12' Collar Ties 60 NAILING SCHEDULE FOR STRUCTURAL MEMBERS _ 8 PCs. 2x4-16' Lookouts & Nailer 85 24 PCs. 2x4-8' Gable Studs 128 Number&Typal Spacing a Spacing of Fasteners N�I G:.a - w y 3 PCs. 2x4-10 Gable Studs 20 Description of Building Materials of of * .1 1';," 's m.. `WE zgf d A r is ^tom"Y� '+"o^k- ✓, g Yw 9 Fastenerz.s•s Fasteners Description AT1 lwnber ?tdstpd, shown 1sA1a - � „jt�e�A 100 L.F. 1x6 Ceilin Dr all Baekin 50 Building Mate Description'of intermediate . )r`: {+;,,,�,,pCt�l�,,r ,• x,. y ,�.� Joist to sill or girder,toe nail 216d — s FaSitenerss•s•s edges supports' 'Treated =ill�accordari sr It •" Wiwa1L,'ap$- "._ r.8r.73Yt•*5' * 44 PCs. 4'x8'-1/2" CD 24/0 Plywood Roof Sheathing 1408 Sq.Ft. Plywoo i s ,, Ce * . k� r x .y 2"subtloor to joist or girder,blind 2-16d — Iblloor,root and wall sheathing to frame: i Ca]ifornia'z1�eUYY{1V141'r+:•U e.t e } 4 and face nail 9z inch-y,it ., 'fit ,.r ss , v ,. •Li, , - EXTERIOR TRIM AND SIDING Sole plate to joist or blocking, 16d 16"o.c. staple lel 6n 12" PreSSUre"TreE;tedr, Use;L)011 1dyfii efi ' :. 9 .. _ #4'!i �_ . face nail — p 16ga. 1 _._ L.. uv Too or sole late to stud,end nail 2-16d 35 inch-3'i it f 6Q L F v l x8`".V a s;rvs x sx s rm+ p 8d smooth or 6" 12" Stud to sale plate,toe nail 08d or 3-I6d 6d deformed g Doubled studs,face nail 16d 24"o.c. g 44 L F. 1Xtf `fY'f8g422 Doubled top plates.face nail 16d 16o.c Otherwall sheathing' 4 Top plates,taps and intersections, 2-16d 142"Fiberboard Sh 'r Y6 L•F�, 1X4 r Rake FTTezC. 32 face nail I hing 114z"galvanized 3" 6" y 106 I_.F.'.. 1X8 C,fsble f1SCia , 72 r Continued header,two pieces 16d 16"o.c. 6deomm n nail " 110 L.F. Metal Drip Edge along each edge staple 16 ga lVa"long f ,ee ec""?^"xae"ri, ne m,•n S4"Gypsum She: 1 TX8=T2 "' Af6Etf"r11)rya�p��y 1i Ceiling joists to plate,toe nail 216d — ing 14i"galvanized 4" 8' 15D L.F. 1x11 Skkt Trim RatirP 100 Continuous header to Stud, 4-8d = rooting nail toe nail 6d common nail 622 L.F. 1X6 Trim Cartier Boards ,, 311ii Ceiling joist,Iaps over partitions, 3-16d staple 16 ga.1142"long face nail Comb '1� L.I". 1%6 atXtlgtl DRAT iambs 2•f Ceiling joist to parallel rafters, 3 16d — lion sublloor—underlayment to framing lace nail B.Inch and Ir 48 L P Garage Brick Mwld 6d deformed 6" 10" Rafter to plate.toe nail 2-16d 48 L F Gay, Dom}, Qy��. - — 1. 1111 na"b •L smM ,ommon,W. or a•lorm•C •Mob•.<.pt wn•n oln•di» ' V --P– d•'T' - 1" brace to each stud and plate, 28d — stated. . INC' ,,,r ® 2. Na" aA'onenlr •rption•ndm• NATIONAL- PLAN �iJI;�'I(.I' .. r •1 PCs 4 X$ 'J/B = ltteriar,PIyWVpt( 8afflt 128 $.F face nail 2-staples,lis" - heaa r a Tn••a modified.Duna oma o.Fauna J [[ •t . : 3. Staples an 16 gab i R PCS 4'x8t Exleflat PI,�.�.,.,r Rir'G<[y4till ` .. Ns Is snail M spay 7 wire an h•»a minimum 3116 inch O.0.crown width. 'ev " 7;^""" ' ' Built corner studs 16d 30"O.C. •t not mor.than 6 inch..o c.at•n mpoons where.,an, r..a intoes SPA; hr. Ns Is Shall be spaced at not mon than to mchm Ill 5tarrs 192 S.f I ince med au 32"o.e.at tap s. ine number or f. ma for.loon. "4 16 x8'i Soffit Vents &bottom& Shall a based �uym revun.d toe<onnacncm not included m this Table This plan has been prepared to meet pro- 6. Four foot a 11-loot, fa+S•1 Io.in In Section 5.26.402. SHEET NO. 1 rs , i st-^s-'• .•rxa^I st Built-up girder and beams 16d staggered 2-20d -mol e s foot Submit Shall ha applied veflkauy " I'as d X -7fib Htlri(k�carcl ltane7 G11iga 2 1 :) 132 Sq I t'•: i. slrp<Ipr.l •h••Ihl, fessional standards of construction. A 2d Pcs. 4'x8"= 6 Hard PsnT1 $kt1 1st F1; ,• , 76$ Fs ' SPleoes&at ea. and ha approved b man comply .ppb<.ol. a»nd..da I,fl.a in cn.vt.r x /1 { Sq+ .a°'Ido` careful study of plan instructions and 6 Rol Is 15N Buildin Paper Roof rafters to ridge,valley or hip TOTAL b g rafters,toe nail 4-I6d — dimensions is advised before starting work 200 L.F. "Z" Flashing face nail 3-16d — - - ` Collartiestorafters,facenail 3-8d — 667 1'1Z�).)�%('�� 111.n1v �1Vf,�:• X -6013 INSTRUCTIONS: 8. Set floor joist in place over walls and girder and nail through box sill Into BUILDING PERMITS floor joist with 3 - 16 penny nails per joist, and toe nail to wall plate and girder with 2 - 16 penny nails. Nall lap joint over center girder with 4- 16 penny nails. Add doubled joist under parallel partitions and any special block- Set doubled 2"00" beam in place an post fasten with metal post and beam cap. The first step in building your garage with apartment Is to visit your local building Ing required. department, present your building plans, and obtain a building permit. Building codes Nail metal joist hanger to ledger spaced 24" o.c. and set floor joist. Nail will have an influence on how you plan your site. They will tell you the minimum 9. Cut 1"x3" cross bridging and nail top edges in place at mid-span of joists, Rl,ypo.t joists to beam, distance you must stay from each lot line. A little time spent at the building depart- using 2 -8 penny nails at each end. "�-!" menf obtaining the correct information now can save you a lot of grief later on. - 'r 31. Nail porch decking in place. It is advisable to pre-drill for nails at ends of Find out how many Inspections are required, and at what stage of construction they 10. Starting of one comer, glue and nail the 3/4', RIDGIBOARD T &G svbfloor to place boards to avoid splitting the boards. Nail with two 16 penny roils at each joist. - must occur. staggering the joints. Use 8 penny nails 6" on center at panel edges, and 10" RAtrtR � 32. rAdd porch railing and stair railing. If you anticipate them, you'll have a better chance getting the inspector there as on center of intermediate joists. Ends of plywood must be centered over a Floor joist. soon as the work is completed. INTERIOR FINISHING When all the subfloortng is in place go back and complete the nailing of the SITE OF THE GARAGE/APARTMENT bottom ends of 1"x3" cross bridging. III PLATE CHICK RAITIR IND CUs WITH 33. At this time you can add any blocking or backing that may be required STUD•» PLUMB BOB for towel ban, tub support, cabinet supports, stair rolling. Once you decide roughly where and how the garage/apartment will sit, the exact placing should be done by a competent, professional surveyor. 34. When all mechanical work is done and before you insulate, call your building FOUNDATION 2ND FLOOR WALL FRAMING Inspector to check mechanical work. Nail rafters to tie plates and Face nail to ceiling joist. Add collar ties 32" o.c. 11. Repeat the procedure used in framing the first Floor walls in framing the secone (see roof and ceiling framing detail Sheet 08). A good foundation is a must. floor walls. Be sure to check the manufacturers rough opening sizes before marking position of doors and windows for stud positions on plates. Also be sur 35. Staple insulation to exterior walls ceilingand floor with the vapor barrier on Working with concrete con be tricky for the uninitiated and requires a good deal of to add any extra studs required for intersecting Inferior walls. 20• Add 2"x4" gable studs spaced 16" o.c. Also add studs to porch gable area and ' �o assistance. A foundation of this type also requires the use of expensive forms. We the Inside face of studs and ceiling joist. Be sure to Insulate behind all pipes YP 9 'N block for beam support. (See framing of gable end detail Sheet 8). suggest that you contract this portion of your building project to a professional. To layout the walls, start with the front wall. Set two 2"x4" plates side by Add 2"x6" ladder framing to gable end rafters for gable overhang. and electrical outlets. When placing the ceiling Insulation, be sure n allow side at the edge of the deck starting at the corner. Mark the position of the See able end derail below. a minimum clearance of one inch between insulation and roof sheathing for As he forms your foundation be sure that your plumbing contractor installs all the ' g g r g air passage. studs 16" o.c. on both fop and bottom plata. Note that the first stud space underground work that is required. is measured from the outside face of end stud to the center line of the next I' M Also be certain that he has allowed ail proper offsets and notches required as stud and then 16" on center. Gja pl.E �NQ LOOM shown on foundation plan. He must also set all anchor bolts required for walls 4"x G" DLOGKING FERNING 'L" Y (p" 36. Install ceiling drywall with the panels running perpendicular to the ceiling and steel columns. Top and bottom plates should lap a minimum of 4'-0% and be spliced over a Ops O.C, framing and nailed to framing with 1 1/4" Annular ring nails spaced 6" on WALL FRAMING stud. Move plates apart and position precut studs 7'-8 5/8" long in place, center• Nail the plates and studs with 2 - 16 penny nails at each connection. MOL D141p Begin frame construction by assembling the rear wall. Take special note that the 12, When wall is assembled' square. Tilt wall u check and make sure wall is s �QGE Wall drywall should be installed with the panels set vertically and nulled with P into 1 1/4" Annuls ring nails spied B"on center. overall dimensions of the wall framing is one inch less than the overall dimensions 9I"x b' place, position of edge of deck and nail with one 16 penny nails, 16" o.c. of the foundation. This is to allow for the 1/2" sheathing which will be used. into boxsill and into each joist. Brace wall temporarily with 2"x4" brace to 3/5"EXT '"097. 37, You may want to contract with a drywall taper to do the taping. The outside face of all plates �d studs should set 1/2" back from the outside face floor cleat in at least three places. II' " FRIEZE of the foundation. See Figure 1. K When the exterior walls are up and in position plumb and square walls and add 2"A8'� 4Af�l"E 2x4 fie plates. Nail with 16 penny nails 16" o.c. lapping all Intersecting FLAFTCiY 38. Install prehung inferior doom. Use wood shingles for shims where required. 21x 4tI STUD partitions. You may also wish to add a 2"x4" temporary brace diagonally acre, ' &21L all four corners. 39. Install kitchen cabinets, bath vanity and medicine cabinet. Add all counter X 411 TREATEDPATE 2'xa''caII.INcL '°�' JOIST1381G"O.C, 40. Install ceramic Elle In tub area. 13. Nail exterior sheathing to outside face of second floor walls. Start with 4'x8' me Th rema'nder f e eu Rsheets of 1/2" plywood in all cors. e r o fh sh aching is 1/2" Z FLA51-IINGs41. Install floor file. insulated sheathing. See Nailing Schedule. Add 1/2" sheathing to the box sill area. I"fC$"Tii.(t,/I 42. Install stair railings. FI G. t 14. Assemble the inferior partitions in the same manner as the extertor walls. SI DI Nq 43. Install sinks and water closet. Always start your stud spacing from an intersecting wall,16" from the outside face of the first stud to center line of 2nd stud. Then 16"on center. This Is 44. Add all base mould. 1. Place treated 2"x4" bottom plate on top of anchor bolts set back 1/2" from done w that when drywall panels are applied, the panel joints will end center, outside edge of foundation, and fop with a hammer over each bolt to locate on the stud. Again check interior door specification for size of rough opening 45. Add electrical fixtures. position of bolt holes. Drill a 3/4" hole in bottom plate to fit over bolts. Check before framing panel. 46. Paint or stain all exterior and Inferior frim and siding• by placing 2x4 plate over bolts and be sure that edge of 2x4 is 1/2" from face Add double 2"x4" stud space 4" apart for all intersecting partitions as shown of concrete. on intersecting wall detail sheet*8. Tilt wall up into place 47. Add(loon finish as selected. 2. Set a 2"x4" top plate next to the bottom plate. Starting at the comer of the as each wall panel is completed. A A foundation mark the position of the studs on both plates. See Wall Framing and GABLE END DETAIL L note that the first stud space is measured from the outside face of end stud to the center line of the next stud and then 16" on center. Top andbottom plates SCALE 1/4' = 1'.& - should lap a minimum of 4'-0", and be spliced over a stud. Move plates apart and position precut studs 7'-8 5/8" long in place. Nail the plates and studs with 2- 16 penny nails of each connection. - 21. Add 2"x4" continuous nailer and 2"x4" lookouts for soffits. 3. When wall is assembled, check and make sure wall Is square. Tilt wall up into 'i 22. Starting at the lower comer of roof, nail 1/2" plywood roof sheathing In place place, add nuts and washers to anchor bolts. with 6 penny nails spaced 6" o.c. of edges and 12"o.c. at Intermediate Ground supports. Be sure that edges of plywood are centered on a rafter, stagger joints Brace wall temporarily with 2"x4"brace to ground stake in at least three places, std`e - .i TOP 2x4 ADDED of sheathing. Cut openings for roof vents. Tighten down anchor bolts. 2x4FRAM ING AFTER WALL IS IN PLACE 23. Apply 1"x8" fascia and 1"x8" rake board and soffit material with screened NA �f! 4. Repeat the procedure with the three remaining walls. Be DIAGOL so fro vents. sure to check the manufacturers rough opening sizes before marking positions BRACE 1 24. Starting at the lower edge of roof, apply 015 roofing felt horizontally. Lop ~e „ do � o of ors and windows, on plates. When all walls have been placed in position felt a minimum of 2" and fasten with staples to hold it in place while shingling T' rtv check that they are all level and plumb. If shimming is necessary, use steelm 15. When all interior walls are in place, nail fie plate to fop plates with one 16 roof, _ shims where required, penny nail every 16"o.c. Tie plate must lap all intersecting partitions. ' Apply the roof shingles following the manufacturer's Instructions. Install roof Add 2"x4" tie plates foto of walls. Nail to to late with 16d nails 16" o.c. 16. Set ceiling joist in place across tie plates. Position ceiling joist to one side a >- P P P P vent as you go. Tie plate must lap the intersecting wall. See Wall Tie Detail Sheet 8. stud below(this will allow the rafters to set directly over stud). Toe nail 2v joist to the plates with 2 - 16 penny nails. Lap joists and nail over bearing 25. Now that the building is protected from the elements, install the exterior door 5. Add 1/2" plywood sheathing at each comer. Add 1/2" insulating sheathing to partitions with 3-16 penny nails. and windows and garage doors following the manufacturer's instructions. > exterior walls. See Nailing Schedule. 2% rt_o 17. Set 4"x4" porch post anchored to concrete piers in place and brace. co FLOOR FRAMING Add porch deck framing. Add 2"x4" blocking to left wall framing 26, Now Is the time to have all of your mechanical trades come In and do their for beam support (see framing elevation). Set the three lower 4"x12" work, plumber, electrician and heating contractor. 6. Set steel columns and bolt inlace. Check column het ht the top of the beams in place and anchor to 4"x4" post. _ P height, P e 27. While the Mechanical trades are working Inside you can add the finishing bearing plate should be 9 1/2" below top of fie plate. ROOF FRAMING A touches to the exterior. With the use of a hoist or a few friends set steel beam Inlace on columns and 18. Cutting rafters is simplified by following the rafter diagram provided on the pl P Layout and cut two rafters to size and set in lace to check for accuracy. 28. Apply 15 building paper overnthe sheathing on all exterior walls.Starting of the rear bolt to bearing plates. Add temporary bracing to hold beam steady while floor Ya P Y• (Be( comer of the first floor, position the first piece of siding lapping the foundation framing is installed. Add 2"x4" plate to top of steel beam and clinch to beam sure to use the some rafter ce a pattern to make all additional rafters). Tack r approximately V. Nail siding with 8 penny non-corrosive siding or casing with 16 penny nails 16" o.c. Nail this 2"x4" plate to side walls. the rafter over the stair and porch first. This will give you a guide as to whic I nails spaced 6" on center at panel edges and 12" on center at intermediate studs. rafters should not have a overhang on that side. Be sure to add "Z" (lashing (at horizontal siding joint). Nail comer board in 7. The next step is to nark the location of the floor joist on the top side of wall 19. Erect and "tack-nail" the end rafters in place and brace. 12 feet from the en, place over siding at rear comers. plates on side walls and beam plate. Start at front wall of building. The first wall repeat the above process, locating these two rafters directly over a stud mark will be 14 3/4 inches from the outside face of stud. This dimension is to below. Then slip the ridge board into position. Brace ridge board on a 2"x4" 29. Frame stairs and add porch decking. the side of the Flint floor joist. All other joist are spaced 16" an center. stud.Be sure ridge board Is level, rafters are plumb and brace securely. The Install the box sill using 16 penny nails. remaining rafters can be put in place located over studs on outside wal Is. REAR DECK ' 30. The rear deck can now be added. Bolt 2"x8" ledger to box sill. Set 4"x4" post in position and brace temporarily. SHEET 2 e X- 6013 TOTAL 8 7-�r ETAL Roof VaT vwl SELF SEAL —� DEC ZG 1138 kii'I pSPF}ALf SN+N�aLES I FILET ;ITY CLERK. SCI_Eln, MASS. 11 8' fPS1GA 236 # SELF SEPI, calm SwNyL� Prop2D I�xB'ThIM BR I"+�° f21E26 �oA2P 11i{6� ran 2/ \� u4 P� A05, °tb 12AIUNla post raoArty gOQ/j, / \ Ihtro' T21MDouJN 5 / Bair�v LiPOW- w:> POST ee"T FINISR' sTuu ,p2De�aRD SIDIN�I ldl I I I ' 12'' IJIPfv1. PlEfui 1 I I I LoU3L FRaS.r t,IN� 2S+"/. I I I I I r�- - --- - - - - -- - - -- - - - - - - -I � -'-t I I 4°x12" I I I �- - - - - - -- - - - - - - - - - — � � _� I Conu. FT'e, I I CaHT St DE ELEVaTIoN <1 - -- - - - - --- � - - �� - J, r-L-� RI R6PIR ELSVATIoN !� M5TA1. RooF V'WT SGALE U4naI'-0" m�TAL vRIP 6pcig �' ,� ZA 4°X ISP BEAM ll li Zh5 SELF 5 mErAL DRIP E066 � xS RAKE pSPHALt SI+INyLEs� AOA2D I°r 0X41' SAKE FfNeZE II' b' T I BoRa8" RAKE P e RRKE PoAav / '1/16'HARP6OaRP PPOCA- CaUTTEIR 51170y I,J/ 6TO(,ao F1054 I11xS" �PSIcp 4'i12' BEAM ', eoRRP5 LIc,HIT 4194" POST 41pX 40 \ / \ 20 / 20 Q11x6°RAILIµ6 POST / BERin I �(o LO21JEfi Boprtp5l ® 40 vowN5PoOT 2x¢'' RPILI y I I'4ro11i21ri8oPpO5 DOWNSPOUT I'z 6" rP,Im soan.P t2°�I p1i Posr 0 C� O LIGHT 4'X12" Z"xlt'' 0Ea1n 6Lbc. LIUNj 6LEG. LT. Ta.r,PDS Gutk' POST ,Z i�1s li oafL2lRc�E 1'1X6' TRIM HOAR PS I I I I 24`x Zk"X li" j l I I I I I I I I CoNc. Gr'y. I 4A ' I I - - --� �- - - - - - - - - - - -- - _' f 4 - 4 + - + - rI jamLEFT SIDE ELVATIO(J ` I la —4-tSHEET 3 I'-o11 FRONT El..6VIoN 667 X - 6013 TOTAL ]AT Ve" Pt Yw000 (2%seT ONE FACH 5117E 4,-Zh 4"t le WOOD RsAm APFTEP- I' G1i I i r RpFTEfL "g'' - � � t2" PlAfrl• PIEtiS� _� n 11 24"x?/F"xIZ" GoNGQEf�f, , RODF GoNSTRUGTIDN RAFTM TIB POOP o FooflN� 1� 10'/4 PNCI+o25 i9 235 SELF 5EAU AsF1�UT S4HI->GILES u n 15Z PIOOFIP6 �T 'cis 12 , I/21i FWL,)V• ROoF SNEAT111Nfa 01 5'-4° 5'-4" " AT 10 O•G. MET TO 0EAd1 1ix8" 1'4° _Z bVt" IPM. SQL. G L 5.4 5 •4 5 -b 6 3l0��(j• PLYWD• PO2GN GF�t y mErAl. ANCI+OfLS I —� — — — — — v — — 4 a + . . i ♦ r 4°x 4' -� "x4° I•---a N I + t- - - - - - -- ^ — - - _ .cA POST to POST I Ifo"a 6` GotJc� I r FOOTING I I e' Su r 8" GOIJc. WgLt, AAFTEfL I' A' L"x�° RAILIKG I X21 0�' 1'-e 1 I I PgFTE2fIEDAUNPIJLNO(L$ `N e1i I�i1-Q` Igl•4� $' Z1'x 6" DF,GK n • IV,(GI' AI ?A° OG. J� i 3fo", sa,"W, cope. F11c-A b + "x121' I3rsAM 2 OIL LInatap-P• IF LOLAL- r— —"1 ZI/4TypILPL POCROIL SOIL GOND'T Rk4'51�7 ^1 t" I _ F 0615 LvfATION a1ix41' WT c° a oov Po5 ° _ I � DIAP'I• STSEL CDL. 311i` mlu. L —1 r— Uri EXGAVATU? I a N 3 2"x12° STAIR 21I - b'' fafL{aU$L BASE I)Wff2- 51' GAfLaIAU� !-- J = 4-" GoNcamE st-A6 41')e4!' STAIR POST _ , I s P05T P105 = Ox41i STAIR BAIL& 2°x 12" T21 av 'I I Toe of FomvATIbNJ- 1 I u F"I PI ' M wort poo pATo cONG2EfE PAD 4• :••' : :a°. I 5'f A I R D I✓T A I I, "4 A' _ FoIL`doL Ae �CIVN l SGALE l/6"c II-O� _� 1 — N I I 3SfL L 1/to DIAN ' CO . Zuxfo° P7a11;S a T f + r r1.611 11 0 iq1W 4" POST AT COMERSli � II " Nx4 POST M Z xfo 5pAcFl2 IfeNOTGµ BOTfoM OF a V- Iyt 10'' 0yL" la'• 8'/L° 21'x6" AT ?A, O.G. M S051 FI 5og � FOUNDATION PLAN SGALE V41. s I'-On Zux 8h -� NANA EP.B 00TITOM of METAL TOIST NANyERS 2"x a" box rnT'L FOIST PA NCI ° xGu 511.1. I — _ Z LEDEIER 21i,c$I' I �D�EQj 2Y4° Sej,"ckc " Z�101, pl Ltfrl h n 51DINCI m poST To B qM 51DIN� I&" DIAM. x 121i LoWT N G .,a.j ° g m6TRl. PN OR ANCNON ROUTS d Sa ' m ° SGA1.1: 3/41'. I'-O° sGaL5 x'411= V-01 `- IL � 9 -° amu. Al s••.y:b -. o TD IG° FDUUDATIoN ISomSTfLIC. No xP LE 66711 X- 6013 SHEET 4 TOTAL 8 T - i AI- D 10,- 01' ---------------------- DEC 26 113s Ni '91 1� I vFILCir PECK OVTI�'Gn I � "LIUE O 2°R(v'� pIrGKINCH _ I e I q'. D' p oD SH• =N L. 1 I — -- -r R -- — IOING - - 1W SH6R1 DFYER i = P.L. (SLAMS DR. WI }}.2 1 r 9jDIRMI. STEEL, C.oL. I 9 } N 1 Z( 12" DUER OPTIONAL DISHN �- ---� - --� o ~ �} 2� 4" 40 d" 6 15 WASHER LOLAT IbN �- / ;r 61 GOLD DR• - xN calx d - ITICI Qj•D'Xa-vx S4 N Q i n , i. I 1i6Io" AT 16, o G. .v / $-o X 6•g -1 LD •N LgUNDR oo d 3 " L°o2 aolst5 m�1L INS L s DP6NIN�i I nOTE : 5/D GIIIZW7- E DR?IJALL W/��S IST5 1NCa Po R c- ;� p I N N 2r d ON WALLS AND GEI�Ca aT C410SPAN. IOWrjE I' = SF:'(i O U �o OF (IMAQe, m fl- N 6J �$L1•f l'{ - n p IaSATSLL1.E10L09PLA-2a173u1'1. 3 tAl I Lo 4-1 Oa _ vh! STC&L GOL-U 1p00"NJ5 �n= o 15 I . id, - 0`X�o' S" 'N p-To - BI-GDLD Dg. ?' PT F2oN1 I q m LINGN sw6 =� M.G. of ARRGS 8` 15'i D{� $ \ FCoTINCa C(L t APC�ER _N 51 fol O DR IG REQUIRED gY c i LZ1'� 5 FoLoscu- PS SPga' Ar 1 1' Oc. N LOCAL SOIL 6000I11DO vc I I " u/P1TIG HPIN GEILIUG 701575 w rofty ' o o _N LIVINc-4 Room y }+ -�0 BEDRo m ° CgA9AGE LS• � �s - - v T 4" (aRAU6L BASSIS 3 Fv e55 LIGHT FIiTUIZs o.c. To WITH GSOSP, AND PULL 1 1 �,} 6 '41- M/411 R CEILING Sol5T5 I F+ GHRIN' AT ALL GLo5�15 Imo• - T 5owo 6mr, - N I 2-V'A IZ` WITH q' d�X '-d' SEGTIorJAL OvW44H RP DcxR 3 10 I 14 if 111/4" MYU)P. 5W VIPIn. STL. G°L. a i I W 66. 1 1 �'. o" 111.0.. . 26' o° APARTMENT FLOOR PLAN GIARAraE FLOOR PLAN SCALE 1/4" = I '-O" GERAMIG TILE oN M2EE b)gLLWITH WATer SGGILE I/G" 1 -0^ LICaNT and VENTIUVIoN S(,14SDUL., SISTPNT DRYWALL- r-mo 1� 00me, f LI 6aN V �N L;rF Tun -- -:f FFIT _N 50rPIT �' cHausr F00 WA m?. AcTIL rww. RcT'I, 30 Ib 15, 3° 244 ao, E1Uec.LT CLUING AND I7WING P,D1 310 '�I.o �j2$ 15.5 'LS•Z _-- 11, «-•co(VAIN K11GN�tJ '12 1.2 Ia2 3(o Il.ro �- R,ov {3�.vRbo(yl I�i3 15.3 20.4 1.05 IS.4' vLAT� taLA`� , 6RTH 4o a•rLT I 1 c,RL MEGH 1006Fm 30 3o 90 30 I mlgFtloF M.c. I BACKSPLPSH I+ooO W/FAN, USNT I I I = GOUNTeD- TOP o To OV(S1D� A1R I b I ; f�EGEs 3 SPRGE F G I = ~ HOLDER x IS r2436 30 1y I � cl � SVM. 4T . RouGl� oP"INC LsZ me-.ortl TIorJ 2 (a'- V41'z4'-5*e' tD/413 casEMp'Nt T(LIPL�SINK frtArrl s sppc6)44gmRpLoGATIoN 3 34 34 541 1 34 1 I J foe I u I 1. B. I 2 /4 x -5�'8 20/48 da ( p1ULLI0IJ) ji 1 1 4G 1 4'- 2114•` x 3L5W V/3& D.O. (MZ-UIop 50 UPNITY NDT6: PLL W10pOW WITS To I'iITCH PW GA51p6T SLEVATIoNS BATH FLEUATIoN �/ NPV I►�sULPT�d G�LR%. 1 1 SLE G A 'S/6'': I'-o" X- 6013 SHEET 5 TTOTAL 8 DEC 26 it 36 ai '91 FILET, ZxlO" RIDcrE SOAF 'ITY CLEP.X.`%-1 - ".2tT0. RID[�E BOARD 2"x4"AT 1/0"o.c 21f 41' (LIDEIE suPPoryt caOLE ENO ZiJOS Z"x101 Poeir Baps0 coLLAR TIPS, i 24x0° AT I6° Ot. RAFTFAS �GEILINy PL• UuE ,� " B ER pl AT 16"oz— p II / Z•2"x l2° / \ G61L'U �o15Ts Z r4 11E PLAtE \ / \ / \ / glr4' TOP PLATE //\\ /\ =d1 til/y 4\/ 'I� (o7b 4'•2'/4 4/'- I ' !o'.p9/4n 5� 14ip I/2 11 A r FLOOD LINE 2'K4' BOTTOM _ NOTA: ° " I DeTTF V LIDS PLATS LI ?. cI� bot SILL INDICATE '/2" \ PLYWOOD BRAGW(r Z'x4" TIE PLaTE / �\ aT PLL GoauEA• Vx411 Tor PLATE LA \ 0x4° AT Ib" oc. 16 1161' Ifo' I` 11 I6"// \ 12y2 /I al IZ'k'1 \ N / \ 2!14' (TUATED) ,,L- of rOoN T- i gofrom PLpi6 �'1' 2'I'-II" PANEL• Ltiu4TF# �3'h'� 3�'�l 21'-4.11 PANEL LEU(aH1 I�-31/y" RIGHT SIDS FRAMING, ELEVATION I REAR �RAmiNy ELEVATION .ol.- �iGPLE I 1 /41' ;I'-O' Z'110' RIv4E gOARP %'CIO' RID4E g0ARP „ t%4! IZIOCa6 wpp-,RT r 2'xd" At Ib" O.G. 10 owOLA an, TIt;S Ar 3tl' D.G. GABLE Wostops G .11-11. 4"r It!' 211x d, AT 1611 OG. P+RFTaRS 10x(a'' AT I6" O.G UpL �Y PLT• (,EIUI)U JOISTS, GVI� tJ06, M. LIN � \ 2".4'' TIEPLarE 2•L'x12' 2.2"x121' 2",44" Tor PLATE GfLIPPLES _p BE EA pep II \ \ / 2"x41'A7Ib11dfilroh Y\ ° L",4 sup, op ` = 1' /� u u I, Y,, .. \ S g GKS \ 31h 5 F�/4 ra-2'/L 1- 'h 6'•t'/t" 3� bY4 31t° �° y I I I' II a 1\1 o 'h lO I(o I6 16 LA I 2'1./1" BoTTor/I a - VI to" BOR SILL =a GEI1.404 FL. LIaE it 11 Z Iz" \ rt Z'<41i11E P�A1E \ �� 2.2".12" -2 xIZ \ \ \ Z".4" TDP PLATE LEOraBn Pot 2" 6 4"rlENIh \ / J \ / g SEAM wPPOrLT zAl)f 41' Po5T / 3 211x4" SuPPOfLT \ `/ 13 LOG Ks - N \ = Jt AT 100 h Ib Ib Ifo 16 I6 I6 16 2-Io'/Z q• o / Z-2xq cR1PPLES / \ � � NOTTOM PLATE Tof OF 6VPVIT 1 u I II 3 3VL' - " gI. u - q�•Zu o ti; q'•ZI' ,�'-'In 21 -II PANEL L&NGNT 3'h 31fi � ' 21'- A° PANEL LGN4HT LEFT SIDS FRAMING ELEVATIONRDNr' .= FRAMIINEi >%LEVA'Tlo 6GRLPi I/41' I'_�11 `>/ .9cALE 1/411 ; II-DIT X-6013 SHEET 6 TOTAL 8 _ __ - 1 ... -- ---- — ._ _ i 2'x b" RIDyE gRD. ROOF coNSTRuLTIoN 235 SELF ciEAL ASPNPLT SNINULES — — FILET; 15#PtioOFINCq FELL _ V21i PL`{WOOD. p,00F s1}ERrI.HNfR j2 V1,f 8" AT 100-c- RAFTS; s 1"{6'' AT 32" O.C. cOLI-AR TIES 4'/2 11_`1'" / IZI' CR•3B) GEIUn�(q INSUL. �/„ �, WITH VPPoR 5PP4RIER 11, 01/8Y ALLoW I" mIN. GLEA2a E FOP, Alf", PASSACaE I r� ,L"c6" AT 100,c- Gr,II:G 1TG. FASCIA CUT ' tUr OFF RI9104F, CVT � 21i�t 8" PtRFT�IZ CORNICE CONST. 1" NA" I'-W ' 49Z' G�U?TEP ~ FPSICA 5 Vx41' AT I(-' O C. LOOKOUTS ,� G U T T I N Cq V I� 2"x4" CONTINuouS NAILER = SCALE A � gpitrn For COMMON I� arT5,fi t3/8;!, ��1ERIoR PL`>'WD.SoFFI Ifs' �B'' SGREENCD SOFFIT 4 IZ6QuIl eq. 2 11 5/1&111 1'c6" F01EZE 0 � It _ 2�/4' IIS h3/i � EXTERIOR WALL F woR CONSTRUCT 100 CONST RIJCT 1 D N tc jrzt FLooFR FINISH AT ower- ! op-noN 3 14" T -fbi PLYWOOD `_UB'FLOOR RIP4E JOISTS. Z N to" ATC 10 F:L00R WITH S UCCO -111d' TH A FI IS9. SIDIN 2 CIL-V617 ANJ? PE(P" 0C. FLOo(L Cul Ua �c�' z` 2�i 6" 2Var, AFT , 1' .�� 15" BuILDINCa PRPER – JOISty NW' riLATIIOIa SHE-r l AT W/I/Z'' PLYWOOD SHF.�15 Al 2',c4° I'- 51/� 316 ALL CORNERS FOR WIND 00 WITR•13 FSATT INSVLH VAPaz BARfiIER FFTIoIJ =� CAULK' SILL I CUITI (1DI ACqRA11�1 For F+ A FT6� WIT I/2'' DRYWALL ,i 1"x8" 1RRl1 6R0. CR-m) BATT INSUL. 2 21x4)— Vol' FIQ-F,GODE SCALE I" = I'-ok I"x>�i" TRIM 6oPfLD WITH VAPOR BARRIER „ „ Z"cA" AT 10'OC.To WPRP'I SIPS Z Z c 12 HO(L ME1RL "Zu FLASHINIaWJ'lZ"s 11114-" w "PIXWD. WEB I ,c TRIm m7-BRICK MOVED "x4" noonURROUND 121-0 It 5/6" FIR6CoDE PVWP L II'c4" JAm6 ON WALLS A09 GBILI G 6EGTIONAL oVEP,NGAO =7 OF raR(LPC1E DOOR Stop C�A(LAc7� GOOK +� RAFTErL LAP ILIPGB GOT 2 0) 3z" 2,(0 RINFTER. 'Igl 2 0 Si `� $ A4 45/6 l o' S Kis VW, 141VI(p` = o � A � J " ) pLATr, WITH CU 1 T IN61 121A(-IP-AM or RAFTED 2r4 L1REg1Ev NOTE: 5�� fAl(LD�tRII 4R �" 4' t IZ" ANGFIoR E30UTS, p F " , „ �R POSITION of Al V-01' ON CENTER ' p� SGALB I 1 'O IZPFTE4,S A.5, t- C- a > 0 A GOrJGREtE SERB q �AFTC2 LAP a-_,� 4" CaRAUEL BASE • ° SF GONG WALL FAkIA GUT "FT ER ' A" u_ ` I('c6'' GoNc. FT'61 IS/1e 4y0 Io107/�' 4Ve culllu(i DIAD bRFA For RPef:TEf& " All I�'I SCA ul SEGTIaN '''ID►" SECTION It1g° 5C RLE %2"c 1'-0" In P=I'-O" SHEET 7 X- 6013 TOTAL 8 e JbWW" CEI LIN6 JO18T AROOF RAFTE7tE AELE"D STUDS 1 r DEC Zd I 1 r9 �iil f 1 3'-o, b=11' 10-01' 13'- tlfyr .2'.4'►LATEeii1 FILET` -� I N o L11tB'' gOr SILL '.4'ETUDS J_.I lP f I ¢'. _ iITY �l Fuh, �A, t 1.1><ref;� a Z•Z"x10°cr P&W- pERln AT 241' of- PARALLEL GPARALLEL PARTITION EXTERIOR WALL FRAMING at CEILING FRAMING at GABLE END I % I I 2s<1o` DOX SILL ' I I V 2.4'STUIDS V.4'TIN RAT[ 2.2•'/2•Hy Z-Z"r 100-y Y RnrlE J 0 Z'r 10'AT IV O-C. r wB�Ig BERM � 0 Zs E 101' 130( SILL F-2'rP STUDS �� Z"FIO"PT I4", O.C• N -TOPPAWEL. AL MATS.ATS.S i t% ZIrA IDIS 21=11° GbGK DIMlEV51ON INTERIOR to EXTERIOR EXTERIOR FRAMING 4 RAE F LOP(L f(LAM I OCh PLAiJ WALL TIE of WALL OPENINGS 2-S.`Ac I2r 3 —• L-Z"j4" i4" L-2'tIZ' L-Z'r4' INWLA-TE EEFoW r"A K& INTFRNNr 3/4" T6v PLYNGOO aru0 vuE-FLooR L rERiaR +•TALL Z21i"4" STUDS 2.,a 1'�4" ELacxlm6 Y EEruaw r•rors psTT�N IUT>< ��<• L•Z'•I'r-"`"' Z•Z tan 'TE��RIdF HALL `AGS EEa" TLA TE LZ't 30" SGVTTLE. OP' S I Eels .ILL L' 4 Ik l4 SrLEL EFA M L•L t n POMM FLAT@ 2 n! /ltT[ L'+fo" Pt I4" O.G. Te/rµTt GLINC NCD lad I '-O" LoN4 INTERIgr HALL NAIL fTREL coLUT"N L•Z.rD' STUDS FxTETaR HALL WALL FRAMING AT INTERSECTING `ALL , IR FRAMING OVER I. „ EXTERIOR a INTERIOR WALLS FLOOR BOX SILL FRAMING STEE j :L BEAM111,711 1 16'D"RLONEt 0G r.Vl* I-I" L 5IL Phi FRAMIPA PLAN GENERAL NOTES scRL+: 1/e11: 1'-0„ 1 . Design live loodi: 7. Down In* the e)oct cabinet size an the job I Roof . ... .. . .. . .. . . . ... ..... .. P.S.F. after the wall finish has been applied. Ceiling . . . . . . . .. P.S.F. S. Exterior wall dimensions are to outside of LivingArea•Floor 40 P.S.F. ...... ... .•.. sheathing. Interior dimensions da not include Sleeping Area Floor.. ...... .... 30 P.S.F. drywall. ROOF RAFTERS RSD" 2. Soil bearing capacity is assured to be COI.LARnEG 2500 P.S.F. S-2-x4-PLATT 3. All concrete used is to develop a minimum 9. Conform to all dimensions indicated in V.4- STUDS compressive strength in 28 days as follows: preference to scaled dimensions from the Footings and Walls - 3000 P.S.I. blueprint. CCIUNGI JOLT' Basement Slab - 2500 P.S.I. 10. While every attempt has been made in the Garage Floor and Stoops - 4000 P.S.I. preparation of this plan to avoid mistakes, ARnoN f/'R'"4 Using a minimum 5 bog mix per cubic yard. the maker cannot guarantee against human 4. All 2"x6" and larger framing lumber spans error. The contractor on the job must check are based on the use of No. 2 Spruce-Pine- all dimensions and details and must be Fir or equal having a modulus of elasticity responsible for some. of 1,300,000 and a normal duration design 11. Provide ground fault circuit protection for all value of (f=1000) with a moisture content bathroom and exterior electrical outlets. not to exceed 19 percent. ROOF and CEILING FRAMIN( with PARALLEL RAFTERS 5. Double floor joists under all parallel partitions 6. Use 2-2x12 headers over all exterior load SHEET 8 bearina openings - Unless otherwise noted. X- 6013 TOTAL 8 QUANTITY SIZE DESCRIPTION BOARD FEET � C � A G � > GARAGE FRAMING QUANTITY SIZE DESCRIPTION BOARD FEET 96 L.F. 2x4 Treated Sill Plate Garage 64WIT A F A [It T I& E IN' T 4 ?tr a 2 PCs. 2x6-14' "I" Beam Plate 28 DEC Zb I 1 ib kit J) i KITCHEN CABINETS & VANITIES GARAGE EXTERIOR WALL FRAMING0 FILM: � Note; See plan and verify all sizes on job. Include all required 82 PCs. 2x4-B' Garage Studs (Precut) 437 VIII end panels and fillers. J ge ( "ITY CLERK. 5!.LEi�.. 224 L.F. 2x4 Garage Top Plates 149 � ,I °jlai �\ 1 36" Sink Front 6 PCs. 2x4-16' Cripple Studs, Cut 64 f "I'^ 1 24" Base Unit For Optional Dishwasher 1 Pc. 4'x8'-1 Plywood Web Cut for Header 32 S �� Jill dlulc /2rr PI Yw' q•Ft. � 1 30" Base Unit 4 PCs. 2x12-10' Headers 80 1 24" Base Unit 1 Pc. 2x12-8' Headers, Cut 16 1 18" Base Unit 2 PCs. 4x12-10' Porch Beams, Cut 80 1 Pc. 4x4-22' Porch Posts 29 I 1 15" Base Unit 1 Pc. 4x4-18' Porch Post 24 �/ 1 3 "x18" Wall Unit 4 Post Pins _ % 1 366"x12" Wall Unit 4 Post To Beam Anchors - � }' j �� 1 30"x30" Wall Unit 1 24"00" Wall Unit 16 Rafter Ty-Down Anchors - x30" Wall Unit 1 Pc. 4x4-14' Porch Post 19144 j 1 18 1 15"00" Wall Unit 1 Pc. 4x4-8' Porch Post 11 ° I r / 1 108" Kitchen Counter Top 8 PCs. 4'x8'-1/2" Plywood Corner Sheathing 256 Sq.Ft. ° 1 24" Kitchen Counter Top 18 PCs. 4'K8'-1/2" l 'U II`ql 1,il '.I x Insulating Sheathing l u n 5 ea n 576 S .Ft �7 /211 o ,.,,,..,.... g g .>, .." . ..,q.....,. .,.., It t Mll4kl �l di' Ji 1 15" Kitchen Counter Top 6 Peri. 'bio-Tb` arapo Door Hardware Gallup. "-:- t" l,rttu lu'li lilllml @�a l�ali� 11 1 36" Bowl Base Bath Vanity With To Nit a v,dltiNlpn� t�4r ly llbl`Zlu, 'uulrzl�,tr,)asn C l «Illi �iw I aa. , Y P s„I..iI1ltllU 1 l t�librl�t�lyl { 1 , rt 4 i;#trmbinOtkkttl {I 1 14"x20" Medicine Cabinet APARTMENT FLOOR DECKING sn ty ,• 1v@ s ,I�i�{Illrttt i„ 'IL ' Lf l�. �10.'�llr tl tt`� ItVl urlll ,4^ 1 1 30"x34" Wall Mirror 52 PCs. 200-14' Floor Joists 1213 NAILS 56 L.F. 2x10 Box Sills 93 QUANTITY SIZE DESCRIPTION BOARD Ft 140 L.F. 1x3 Cross Bridging 35 QUANTITY SIZE DESCRIPTION BOARD FEET 961bs. 16d Common Nails Coated 25 PCs. 4'x8'-3/4” T&G Underlaymenf Plywood Floor 800 S.F. ROOFING MATERIALS MILLWORK LISTING 44 Lbs. Bd Common Nails Coated 27 lbs. 8d Galvanized Siding Nails APARTMENT EXTERIOR WALL FRAMING 4 Roof Vents 21 lbs. 1 1/4" Galvanized Roofing Nails 15 2/3 5 s. 2350 As ll Windows-Frames, Sash & Trim Complete Units (4 1/2" Jambs) (See Plan) 336 L.F. 2x4 Wall Plates 224 q A Asphalt Shin ges(Self Sea ) S lbs. 8d Casing Nails . 4 Rolls 15 Roofing Felt 2 20" 48" Glass Casement Tri le Window Unit 24 1/2" Dia.x12" Anchor Bolts W/Nuts &Washers x 97 PCs. 2x4-8' Precut Studs 517 P 5 PCs. 2x4-14' Cripple Studs, Cut 47INSULATION AND DRYWALL 1 20"x36" Glass Casement Mullion Window Unit 3 PCs. 2x12-14' Headers, Cut 84 1 20"x48" Glass Casement Mullion Window Unit Ready Mix Concrete 1 PC. 202-10' Headers, Cut 20 900 Sq.Ft. 3 5/8" (R-13) Outside Wall & Box Sill Insulation With VoT 80 L.F. Window Trim 1 Pc. 2x12-8' Headers, Cut 16 Barrier Wall Height Figured @ 4--0" High 790 Sq.Ft. 61, (R-38) Ceiling Insulation With Vapor Barrier Note: All Window Units To Have Insulated Glass. 8 PCs. 4'x8'-1/2" Plywood Corner Sheathing 256 Sq.FL 790 Sq.Ft. 6" (R-19) Floor Insulation With Vapor Barrier 4 Cu.Yds. Concrete for Footings 33 Pcs, 4'x8'-1/2" Insulating Sheathing & Gables 1056 Sq.Ft, 3360 Sq.Ft. 1/2" Drywall (Net Area To Be Covered) " 11 Cu. Yds. Concrete For Walls 1568 Sq.Ft. 5/8" Fire Code Gypsum Drywall Exterior Door Frame & Door Units Complete (4 1/2Jambs) (See Plan) 9 Cu.Yds. Concrete For Floor APARTMENT INTERIOR WALL FRAMING 96 Sq.Ft. 1/2" Water Resistant Drywall Around Tub 1 Cu.Yds. Concrete For Pier Footings 1 3/0x6/8-1 3/4" Metal Clad Insulating Front Door Unit 352 L.F. 2x4 Plates 235 OUTSIDE STAIR MATERIAL (TREATED) 1' 2/8x6/8=1 3J4" Selld Core Garage"Service Door Unit 1 Cu.Yds. Concrete For Piers 119 PCs. 2x4-8' Precut Studs 635 1 6/0x6/8 Glass Sliding Door Unit 2 9/0x7/0 Garage Door Hardware 11 PCs. 2x4-14' Cripple Studs, Cut 103 3 PCs 2x12 14 Stair Carriage 84 2 9fOx7f0 Up,& Over `Qroge Door 2 PCs. 2x12-10' Headers 40 -7 Ns—. --7-202 , 12 50 L.F. Door Trim Locksets 1 Pc. 2x12-8' Headers, Cut 16 2 Pas 2x6141 "si 5ea$t'1lanklrall s t s29' 1 Entrance Key In Knob Locksets 2 PCs. 2xB-10' Headers, Cut 27 - F " �"' « Interior Pre-Hung Door/Frame/Trim Units Complete (4 1/2" Jambs) (See Plan) 1 Entrance Key In Knob Locksets, Garage 1 Pc. 2x4-12' Headers, Cut 8 PORCH & DECK MATERIAL (TREATED) I Privacy Locksets Bedroom 1 Pc. 2x4-10' Headers, Cut 7 1 2/6x6/8-1 3/8" Door Units I Bath lockset 6 PCs. 2x4-8' Headers, Cut 32 2 PCs. 4x4-8' Deck Post 21 11 2/4x6/8-1 3/8" Door Units 96 L.F. 2x2 Drop Ceiling Furring 32 2 PCs. 200-10' Deck Beam 33 1 5/0x6/8- Bi-Fold Doors (no Jambs or Trim) Louvered 96 L.F. 1x6 Drywall Backing 48 2 PCs. 2xB-10' Deck (edger & Box Sill 3 3 4/0x6/8 Bi-Fold Doors (no Jambs or Trim) CEILING & ROOF FRAMING 1 Pc. 2x8-10' Porch, Box Sill 1 2/6x6/8 Bi-Fold Doors (no Jombs or Trim) 1 Pc. 2x6-10' Porch Ledger 10 1 2/0x6/8 Bi-Fold Doors (no Jambs or Trim) 6 PCs. 2x8-8' Deck Joists 64 22 PCs. 2x6-16' Ceiling Joists 352 3 PCs. 2x6-8' Porch Joists 24 Miscellaneous Millwork (See Plan) 23 PCs. 2x6-14' Ceiling Joist & Header 322 24 Metal Joist Haugen 9 PCs. 2x6-18' Gable FI Rafters & Blocking 162 " Fly g s i 24 Pair"f" 7sa6»1G`��'I� [SOoktnp Cteok € ' �,;� � > , 334 L.F. Base 44 PCs. 2x8-18' Rafters 1056 j 11 PCR2 « $ta «}? IyFnO +pOfCfkFsL F $$ 16 L.F. Wardrobe Closet Shelf & Pole , 4 PCs. 2x6-14' Rafters, Stairs 56 ( 2 Pei"` " .2x6'-10• �' peck tta1F' r }"' 's'l) ".. 5 24"x16" Linen Closet Shelves 16 PCs. 2x6-12' Rafters, Porch & $fairs 192 l d PCs 2x6=B' Reek Rall "'` s'3 ' ls�' `t€` 32';. 1 22"00" Attic Scuttle Unit With Trim 2x8-16' Valley Plate 21 i12 PCs. ' r 1 Bdl Shim Shingles 1 Pe. 4'xB'-gee" Plywood For Gussets 32 Sq.Ft. „3 Pa.'g1"oN ( a,y Y y ray Ar `"" lb"x55" Skitters For Sq <..StafF`&DsdcRaill Posd � s72 2 PCs. 2x10-16' Ridge Board 53n&S F„ w I Pc. 24-10' Ridge Board 17 10 PCs. 1x6-12' Collar Tie] 60 NAILING SCHEDULE FOR STRUCTURAL MEMBERS 8 PCs. 2x4-16' Lookouts & Nailer 85 _ 24 PCs. 2x4-8' Gable Studs 128t NumberaType Spacing 3 Pcs, 2x4-10' Gable Studs 20 Descriptionof Building Materials Of of li Fastere,'As Fasteners Description Spacing of Fasteners NOTE•� ti, n., ,q* 100 L.F. 1x6 Ceiling Drywall Backing 50 Building Maty ' - 1, +.t- ^� n `• F}1,, n .a`��,°,�Sr^n -' v'3. Joist to sill or girder,toe nail 2 16d — Description'of intermediate =14� lufT�rer. 1 istedl� shDwn shaded, ,f1k0.,y `y, &IleTl�r�eUWVVtJ Ol` �1 �s5'4t ", 44 Pcs, 4'x8'-1/2" CD 24/0 Plywood Roof Sheathing 1408 Sq.Ft. 2"sublloor to joist or girder,blind 216d — Plywo s Fasteners'.s.s edges supports• Treated«ifl aCCOrdaTlcey Witjl;90V$ritiflEsYlt 3T1 3 d peC Bt�OT15r and face nail 1"ohs'' izblloor,roof and wall sheathing to frame: I EXTERIOR TRIM AND SIDING Sole plate to joist or blocking, l6d 16"o.c, Ca1lfOrtlia RedW00dA i�Se.COf15�('�CiDTI }18Y�11f"®COD51`LtCOT1C4 lace nail 6d 6" 12" ' _ inch I ' Pressure Treated Use Douglas=Fir p2 ori=equivalent "� a. Stud tTop oro soleole plateplate toe nail o stud. rad naila84 or63 16d _ i l t'. N •1%a " k-�» 1ti s t + Doubted stud face ail "o c. 8d Smostaple ot hor 6" 12" Do D d s, a n 16d 24 L F 1x6 frTere aT ` 22 Doubled top plates,face nail 16d 16"oz. 6d deformed $ $ _ &z zz^# r S Top plates,taps and intersections. 2 16d — ya"Fiberboard SF Other wall sheathin 96 L Fe )w4 „� Rake frlQze g .._ z .$2 face nail 8' i%B "NFreas 10 4 Continued header,two pieces ]6d 16"oc. king I/2"galvanized 3" 6" 110 L.F. Metal Drip Edge along each edge rcommng n n ,,,,,..,,.. Q., Irl"Gypsum She 6d common nail 1 lyV 1X5-12 Y`ya#sle Fid bra $ Ceiling joists to plate.toe nail 2d6d — staple 16 ga Ike"long Continuous header to stud, 4-Bel 150 L.F.- lx$ Skirt &Tiffin Board 1 tot nail — n8 ]Vz"galvanized 4" 8 l 622 L'F 1x6 Trlfk>k Canet Btstxds . .711 Ceiling joist,laps over partitions, 3164 — roofingnail 1jew •F. < *P si .' face nail Corot 6d common nail e 48 L.F. - lk6 fstlrgge 1)ogr,joeni]s , ' x Q �� s Ceiling joist to parallel rafters. 3d6d — staple 16 ga.IVs"long �- face nail Is inch and I g48 L,ly, ;.�p{(1gQ Blck Mould � Ratter to Olate,toe nail 2d6d — tion sublloor—underlayment to framing g( 1. MI nail. Ve •mel g'dB L.F. Gaage boar Stop Y 1" brace to each stud and plate. 28d — z listed.s•aene.•l 6d deformed 6" ]0" 11 d Pcs. #'x8»3/8" Extlxlor Plywood Soffit s: 12$S F lace nail Zstaples.li" — n••d ommon, boa or deformed shanks ei.cept where otherwise p� r�f�q �yy �y ]. cabin @re la an NATIONAI PLAN SER�yI('E INC'. n 6 PCs. 41XV'^.J/V ''CJllfrldr ra�f�trVW iii1RT�•Oilfrl� � . . . p e. "•,Is mall pe sod 30'O e. dpi on and may he T head,modified round head or round J e �.` a Built u corner studs 16d ora n i"<neS o s ' d Sttsfts 'I 192 S i F at mle.m<a,•b s a,; • • 32"o c.at top s Th. nambar er r: t and nave a minimum ons inch support, crown width. I ' a bottom a @Nall M buad en at not mare than 6 inches o c.at all su000.ts wM1ae loans 4 16'x8 Soffit Vents - _ a Four loot.a.r t rer. "a is Shan be spaced at not more than to inches c.c. s " z s+ pr* Built up Birder and beams 164 staggered 2 20d r. Structural 1Motu 'ns for mors #37 Pcga i'x9'eT/16" iiardbaord 10,"1110tg �1 ndfj X1332"5q•Pft' at ends a•t ea. and •VCrm•d r lets required lot corrections not included in this Table This plan has been prepared to meet pro-02. SHEET NO. 1 4 PCF. '''4'k6'-T 6'i• '=,Hmdbogrd Pari Sidi as gf 766 Ff `% splice eros Set roan .n nelson ll baa � � sa '$�. ,.root anoot pa"cls Shan b<epplee void in fessional standards of construction. A man comply to applicable standards steel m Chapter M 6 Rolls 15g Building Paper Fool rafters to rid8e,valley or hip — e Buddies,official. ,alters,toe nail 416d careful study of plan instructions and TOTAL b 200 L.F. "Z" Flashinglace nail es to rafters,lace nail 3.16d 3-0e — dimensions is advised before starting work Collar ti 667 ,],u)a,,cr r,.nNw > X -6013 INSTRUCTIONS: 8. Set floor joist In place over walls and girder and nail through box sill Into BUILDING PERMITS floor joist with 3 - 16 penny nails per joist, and be nail to wall plate and girder with 2 - 16 penny nails. Nail lap joint over center girder with 4- 16 Set doubled 2"x10" beam in plane an post fasten with metal post and beam cap. s penny nails. Add doubled joist under parallel partitions and any special block- Nail metal joist hangers to ledger spaced 24"o.c. and set floor joist. Nail The fief step in building your garage with apartment is to vl ypJrrl�ocallI�vil ng - ing required. Ridge joists to beam. department, present your building plans, and obtain a builditot I I. BbMing gybes upport will have an influence on how you plan your site. They will fell you the minimum 9. Cut 1"0" cross bridging and nail top edges In place at mid-span of joists, =�- 31. Nail porch decking in place. It is advisable to pre-drill for nails at ends of distance you must stay from each lot line. A little time spenflit}fie building depart- using 2 -8 penny nails at each end. RIDGEBOARD ment obtaining the correct information now can save you a lot ofQQrlet later on. boards to avoid splitting the boards. Nail with two 16 penny nails of each joist. Find out how many inspections are required, and at what stogoTYf Icbksl'ruct`ior( its"eyH^$S. RAFTER 10. Starting at one comer, glue and nail the "on T 8 G subfloor panel in place 32. I Add porch railing and stair railing. must occur. staggering the joints. Use 8 penny nails 6"on center at panel edges, and 10" If you anticipate them, you'll have a better chance getting the inspector there as fl center a!intermediate joists. Ends of plywood must be centered over o - -- floor joist. INTERIOR FINISHING soon as the work is completed. When all the subflocring is in place go back and completes the nailing of the PtntF CHECK RAFTER l END CUT WITH 33. At this time you can add any blocking or backing that may be required SITE OF THE GARAGE/APARTMENT bottom ends of 1"x3 cross bridging. I I II II STUD PLUMB BOB for towel bars, tub support, cabinet supports, stair railing. Once you decide roughly where and how the garage/apartment will sit, the exact 34. When all mechanical work is done and before you insulate, call your building placing should be done by a competent, professional surveyor, inspector to check mechanical work. 2ND FLOOR WALL FRAMING Nail rafters to tie plates and face nail to ceiling joist. Add collar ties 32" o.c. FOUNDATION (see roof and ceiling framing detail Sheet 18). 11. Repeat the procedure used in framing the first floor walls in framing the seconr j A good foundation is a must. floor wol Is. Be sure to check the manufacturers rough opening sizes before marking position of doors and windows for stud positions an plates. Also be sur 20. Add 2"x4" gable studs spaced 16" o.c. Also add studs to porch gable area and 35• Staple insulation to exterior walls, ceiling and floor with the vapor barrier on Working with concrete con be tricky for the uninitiated and requires a good deal of to add an extra studs required for intersectio inferior walls. the Inside face of studs and ceiling joist. Be sure to insulate behind all pipes Y equ 9 block for beam support. (See framing of gable end detail Sheet 8). and electrical outlets. When placing the ceiling insulation be sure to allow assistance. A foundation of this type also requires the use of expensive forms. We P 8 g suggest that you contract this portion of your building project to a professional. To la out the walls start with the front wall. Sef two 2"x4" totes side Add 2"x6" ladder framing to gable end rafters for gable overhang. a minimum clearance of one inch between insulation and roof sheathing for Y r P by See gable end detail below. airass e. side, at the edge of the deck starting at the corner. Mork the position of the P °g As he forms your foundation be sure that your plumbing contractor Installs all the studs 16" o.c. on both top and bottom plates. Note that the first stud space underground work that is required. Is measured from the outside face of end stud to the center line of the next j "0 I &AKF END LAGDC(L rt rr Also be certain that he has allowed all proper offsets and notches required as stud and then 16" on center. 21sxG° DLOGKING FaAInING 36. Install ceiling drywall with the panels running perpendicular to the ceiling shown on foundation plan. He must also set all anchor bolts required for walls Top and bottom plates should lap a minimum of 4'-0", and be spliced over ant O•C• framing and nailed to framing with 1 1/4" Annular ring nails spaced 6" on and steel Columns. stud. Move plates apart and position precut studs 7'-B 5/8" long In place. center. WALL FRAMING Nail the plates and studs with 2 - 16 penny nails at each Connection. META I- DRIP �D(�E � Wall drywall should be Installed with the panels se}vertically and nailed with Begin frame construction by assembling the rear wall. Trice special note that the 12. When wall is assembled, check and make sure wall Is square. Tilt wall up into 1'Ix is, 1 1/4" Annular ring nails spaced 8" on center. overall dimensions of the wall framing is one inch less than the overall dimensions place, position at edge of deck and nail with one 16 penny nails, 16" o.c. rr of the foundation. This is to allow for the 1/2" sheathing which will be used. Into bomill and into each joist. Brace wall temporarily with 2"x4"brace to 3�$ „)(1 'lW 37. You may want to contract with a drywall toper ro do the toping. The outside face of all plates and studs should set 1/2" back from the outside face floor cleat in at least three places. V x 4 PRIEZE of the foundation. See Figure 11. 2vr.b'' Gmsuc When the exterior walls are up and in postilon plumb and square walls and odd RAFTER, 2x4 tie plates. Nail with 16 penny nails 16" o.c. lapping all Intersecting 38. Install prehung inferior doors. Use wood shingles for shims where required. L STUD partitions. You may also wish to odd a 2"x4" temporary brace diagonally acro• 11 all four comers. 39. Install kitchen cabinets, bath vanity and medicine cabinet. Add all counter raps. /2 TREATED 2"xG°CglwN4E JG13T9OtGsa.C, 40. Install ceramic file in tub area. 13. Nail exterior sheathing to outside face of second floor walls. Start with 4'x8'sheets of 1/2"plywood in all comers. The remalnder of the sheathing Is 1/2" tIZs FL.ASI41NG41. Install floor tile. insulated sheathing. See Nailing Schedule. Add 1/2" sheathing to the box sH' area. AS 42._�� 42. Ins}all stair railings. FI G. 1 14. Assemble the Interior partitions in the same manner as the exterior walls. T31 DI NG 43. Install sinks and water closet. Always start your stud spacing from an Intersecting woll,16" from the outside face of the first stud to center line of 2nd stud. Then 16" on center. This is 44. Add all base mould. 1. Place treated 2"x4" bottom plate on top of anchor bolts set back 1/2" from done m that when drywall panels are applied, the panel joints will end center, on the stud. Again check Interior door specification for size of rough opening 45. Add electrical fixtures. outside edge of foundation, and tap with o hammer over each bolt to locate before framinanel position of bolt holes. Drill a 3/4" hole in bottom plate to fit over bolts. Check g p . 46. Paint or stain all exterior and inferior trim and siding. by placing 2x4 plate over bolts and be sure that edge of 2x4 is 1/2" from face Add double 2"x4" stud space 4" apart for all intersecting partitions m shown of concrete. on intersecting wall detail sheet48. Tilt wall up into place 47. Add floor finish as selected. 2. Set a 2"x4" fop plate next to the bottom plate. Starting at the comer of the as each wall panel is completed. Foundation mark the position of the studs on both plates. See Wall Framing and GABLE END DETAIL 2A note that the first stud space is measured from the outside face of end stud to the center line of the next stud and then 16" on center. Top andbottom plates SCAL.ti 3/4" z 1=0 should lap a minimum of 4'-0", and be spliced over a stud. Move plates apart and position precut studs 7'-8 5/8" long In place. Nall the plates and studs with 2 - 16 penny nails at each Connection. 21, Add 2"x4" continuous nailer and 2"x4" lookouts for soffits. 3. When wall is assembled, check and make sure wall is square. Tilt wall vP info 22. Starting at the lower corner of roof, null 1/2" plywood roof sheathing in place place, add nuts and washers to anchor bolts. Grossedj with 6 penny nails spaced 6" o.c. at edges and 12" o.c. at intermediate stake - ' TOP 2x4 ADDED supports. Be sure that edges of plywood are centered on a rafter, stagger joints Brace wall temporarily with 2"x4" brace to ground stake 1n at least three places. 2x4 FRAMING - AFTER WALL IS of sheathing. Cut openings for roof vents. Tighten down anchor both. _ IN PLACE DIAGONAL �// 23. Apply 1"x8" fascia and 1"x8" rake board and soffit material with screened 4. Repeat the procedure with the three remaining walls. Be BRACE 1 soffit vents. sure to check the manufacturers rough opening sizes before marking positions ' of doors and windows, on plates. When all walls have been placed in position 24. Starting at the lower edge of roof, apply 115 roofing felt horizontally. Lap check that they are all level and plumb. IF shimming is necessary, nese steel 15. When all interior walls ere in place, nail tie plate to top plates with one 16 felt a minimum of 2" and fasten with staples to hold it in place while shingling shims where required. penny nail every 16" o.c. Tie plate must lap all intersecting partitions. roof. Add 2"x4" tie plates to top of walls. Nail to top plate with l6d nails 16"o.c. 16. Set ceiling joist in place across fie plates. Position ceiling joist to one sire o Apply the roof shingles following the manufacturer's instructions. Install roof Tie plate must lap the intersecting wall. See Wall Tie Detail Sheet 8. stud below (this will allow the rafters to set directly over stud). Toe nail vent as you go. joist to the plates with 2 - 16 penny nails. Lap joists and nail over bearing 5. Add 1/2" plywood sheathing at each comer. Add 1/2" insulating sheathing to partitions with 3-16 penny nails. 25. Now that the building is protected from the elements, install the exterior door exterior walls. See Nailing Schedule. 17. Set 4"x4" porch post anchored to concrete piers in place and brace. � I and windows and garage doors following the manufacturer's instructions. FLOOR FRAMING Add porch deck framing. Add 2"x4" blocking to left wall framing Is.�il fa beam support (see Framing elevation). Set the three lower 4"x12" 26. Now is the time to have all of your mechanical trades come In and kb their beams in place and anchor to 4"x4" post. work, plumber, electrician and heating contractor. 6. Set steel columns and bolt in place. Check Column height, the tap of the bearing plate should be 9 1/2" below top of tie plate. ROOF FRAMING 27. While the Mechanical trades are working inside you can add the finishing With the use of a hoist or a few friends set steel beam in place on Columns and 18. Cutting rafters is simplified by following the rafter diagram provided on the p touches to the exterior. bolt to bearing plates. Add temporary bracing to hold beam steady while floor Layout and cut two rafters to size and set in plate to check for accuracy. (B framing is Installed. Add 2"x4" plate to top of steel beam and clinch to beam sure to use the some rafter ocorner off the first floor, positionn the first piece of siding lapping the foundation s a pattern to make all additional rafters). Tack i 28• Apply 1building paper over fog on all exterior walls.Starting the rear with 16 penny not Is 16" o.c. Nail this 2"x4" plate to side walls. the rafter over the stair and porch first. This will give you a guide as to whi, e rafters should not have a overhang on that side. approximately 1". Nail siding with 8 penny non-corrosive siding er casing 7. The next stepis to mark the location of the floor joist on the to side of wall nails spaced 6" on center at panel edges and 12" on center at intermediate studs. I P 19. Erect and "tack-nail" the end rafters in place and brace. 12 feet from them I Be sure to add "Z" flashing (at horizontal siding joint). Not[ comer board in plates on side walls and beam plate. Start at front wall of building. The first wall repeat the above process, locating these two rafters directly over a stud place over siding at rear comers. - mark will be 14 3/4 inches from the outside face of stud. This dimension Is to below. Then slip the ridge board into position. Brace ridge board on a 2"x4" the side of the first floor joist. All other joist are spaced 16" on center. stud.Be sure ridge board is level, rafters are plumb and brace securely. The 29. Frame stairs and add porch decking. remaining rafters can be put In place located over studs an outside walls. j Install the box sill using 16 penny nails. REAR DECK 30. The rear deck can now be added. Bolt 2"x8" ledger to box sill. Set 4"x4" post in position and brace temporarily. SHEET 2 X- 6013 TOTAL 8 1 I 23C2# elU f SEAL. DEC 26 11 37 IiF '91 �p5PN43LT SINN/aIE$ FIL[;! ;ITY CLERK. SAL IP. HASS. 236 ' hEI.F SAL. II' SI FPGrA 'k b'' ASmAL-T SHLNcjI Pji �rrE'z Irctlm poaav I'xa'Tnlm eR I",G" F21E2E f3oA2P I"�6� Torn gOARFS C / 21tlA& RpIUIJIl II pcIT i I"�s"1RIM 6oAtLP Zo 6oA2 1'x6" TPSINL " " \ rw eoA II'�cro' tRlln DoLAJN Balryv � © 4b vl6' Coven,. PANG 4°R4" Ulo Post SPou�( slucc A2D6oAftD SIDIN�I l�h > fINISN' I I I I 1 I I I � 12'' Dlpm. PIERh I I Ila PixTEND lo' BEt-olJ I I �` I I I I I uoc4L, Fao4.r UNE• I I I I r'�- - --- - - - - -- - - -- - - - - - - -II r`- II-1 I I I 24''x24'tl2" I I I I I I I LONG. FT� I ► - - - - - - -- - - - - - - - - - - -I 4 ---4 — - -� -- - ��- - 1-r ►i-1--t RICaH-r SlpG ELEVATION 4- - - - - - - -- -I-- �iGRLE V411 -0" �A REAR 6LEVRTI0N !� MFIAL ROOF VENT SGAI E U4"= I'-o" 2A mfIA4, DRIP 6PC16 235 s�I F se Al k" 12" BEA(h u u pSPkALT SNINyLFli1 fYIETIAI GRIP EDGE I x8 RAKti / I t>3 RpV,t; BOARD I"x4° AAK6 FMOZE I"x 6' 1 I n a0ARP IiARPOOAp,D P4NF1� 1"x4'' RPKE FlUE26 64mocl Wj STOC,&o FIQS4 Ca UtrEFi '1Z �4 I°x a" rP51�f1 4'�IZ 6EAm 6LEG Ip+ S"T21 60ARD5 UGNt 0 4I' Pest 4"x 4' 20 / 20/ QIIx6'IL/>ILIN6 pOST gERm I'<O LOaow BoAf�DSI ® ® 46 vowNSPooT 2i4'' RAIU y I I'kfo°ial BOQ(LOS DOWNSPOUT 1112,6l' TR IM 00AA, k"-A41' Z�L''x 10" Post 4P7 zlkc 4„x1� 0 —� LIGHT OCAM 2"x IZ° I Pt.EG. LIcINT ELEG. I.T. TREPDS G tk' � PosT 2°x IZ° l�R2IA�E I"xio' tRlp1 6oARPS I I I t— IZ'' D1Am PIER—i— I I I I I I I I i i 24`x 2k"� IZ" I I I I I I LONG. PT'cl. I I I I I I I I 14A I I LEFT SIDE ELEVATION — 9GALE1- - - - - -- - - - - - - - I'-o" FRONT EI.�VATION 667 X — 6013 SHEET 3 TOTAL 8 -- -------------- 8/0" PL/W000 6U55ET 4 , It ONE EACH 9z le WOOD BEAM N-TIP I IDIMYI•RpFTE2 "B" ,� 2�F,AI'V' cO'NaKr � DEC LbPiOOF coNSTAUGTIOIII ;i Y C!235 5El,F SEAL. ASPILr S NGI ES „ 0n 4 5 '- " W, 4„ W.Afl 6" 15 n00FINla Mur I/2" Pl YWD• RooF SNEA1UINra '4� — — — — g'�" Dlaln. Sl L_ c I. — — 2"xIo'' PT 19 o.c. POsr to PBPNI _ MST'PL ANLHov,S I^zB'I N I .� Po26u GT-AI tj + t— — — --+�• — — -- — — — — ex4" -� 4nx4e I o$" GOA/ I POST POST I �f FO TING O _ S GOrJG. WM L i It u „ al 3u N �,-8n v I I'L - 0 FtPFrE1L A L"z�" RAILING -�? I '� I f--Y ' 6 J 8h la, Q" IS,14 a" PSN IM II& DOWN ANGHOILS II It + Zz6 DECK 3�0"<36"r l�" LONG. F1'C� I. VA 6" Al v 041. _ OIL Llav4EfR IF L,O(.PL, r— —'1 2'/41YPILRI PNGNoR h"x12'' FSA$ x '501L GONO'T R-E4'S ��" I _ F3o1T5 I o�RTIbN _ o " m a''x41' WOOD PoST " s ,5,/Zu DIArm. sTEEL Lou. 3'h` mlu. j UNEXGAVAT5,V - I - . I Q'' lafl-AU BASE UNDEfL 3 2�z12 STAIR Am I----j 4" Gopcaf'1E SLAB tc 4'74" s-mis PosT cAl1 ft IAGE S I Fj I PosT P105 21ix4'' STAIR P�Pllf> � � I � � I I „ „ i ' TOP of FOUNDATI Z z 12 12EPD I ° = M 2G DooR OPTION SII I + 12" DIAM1• coNc. PIE V6 n I I ABOVEtLl I L0NG2ETE PAD v " — II N L�1bAD$ , N0-rcP f0uN0aTIoN 121' Sra1R VSTAl L. 4A I I =a 4FL,7a, POOL ABov� II_k. 31/t'' DIPM ST 'L ZMzfo" txA1V, N - - — — — - -- - ---J + _ i 4 T * y In �4"><4" POS1- PT CMWEPfi - `I '8 I q• 8 3-e Z�x(o'' SPADED. I/ti � " 4''x4'' POST A(o SPAGEb lit' V—v-'lyi[ l o'- 0VL" 10'- eve, 2' I I/i »" NOTGI} WIOM OF I, „ " PoST FI,( Dog a� FOUNDATION PUAM 2 z6 AT � O.G. M BILI V =� 21i,r D'' AT 24''O.G. 21'z 8'' =d mG1P� Tots( NANC�EP.9 2 00T-Tom of MEt TAI. T0K1 14ANCIUS " " To 15•(5 511, a°x mT'L J"0157 NANraEP,S ° �Epcf�R 2"+0''I I.EDFlEg 2Y4" SET-PACK?.2".410'' g am . h SIDING m POST To BeRm 51D1Nel I/2" DIAM• z 121i I,o1JCv N IYIETAL PN OP, PNGHO(b POLT5 ° ScAI 6 3/4"0 1'-0" ~ 6GC%Lg V41'c I'- s F n r FOuupATloN ISOM�1fLIL No SPI E 667[ 1 X- 6013 SHEET 4 TOTAL 8 - - j 41- D 101' .4 q S 81' rN _ — - - - - - -- -- _ II Uc LU _ I DRGI� I necK ovTLIU13 DEGKIN14 Ca s I °I'• o — _ CITY l0' 0" 3' t o" I ZB'-o� I — — SH6R I DNYER INA14. STEEI, COL. } P.G. N LASS DR. WI IV-S- I I F n n C, 12 uEP I 4 21 4 4" Z D N I 9 b'-d'%G'-b` WASHERLLOGATIoN I- ---I -- r 61 Fow Dp,. =N cc I%1 G as P4. u�11 -1L-bN P _. 3 u ?"�10 At 16" O.G. G �I s _ ' LgUNDR o� d NoTE : 5/O FI2ftO.7e vf,;-WALL L002 JOISTS m6TL INS L ,- OPI NIN I aN o 'o ON WALLS PNDGEILG X" a/o�6PANQ�11iL Po F; IN(a REF'G 0 (� 2~ x of G1A�-ACaE m JOISTS SPAO.POUD a N 3 PAn pLt EI PP2T111ON$ -� 01 � 4" 13' � IV-b�'�/2" 51Et3L cvLOMOy g',In �� „ 6- p. IUt o a r 7 f i o a'� Q'-0"%(0,•8�� rN� 3y2' %IO'a U.F.L N - '`T. N To LICIPTS 61-FOLD Dg. .a mLAM PT Faool �9 LIN6N r6a 0j(0'(3(, 4, Coo(,I%fe l� OF laAnAG I = `" 5SH5. e' r � FCOTING m I,AP,(j f� - r y"vf�o•� elf[ IF PI&QUIP&O VW 51-FOLIO DR LZ1'�3o" Stv7rLE Z"ct� ar LOLAL SOIL L00011100 u/ PTriL APIN cEIM uG 701515 w FvYE2� o h� I. IVINCa Room I } + -�~; 13EDRo M / GgARACg6 cC _ sq x G"GONGfL ,rrl F Loot ON -.. _. 6A5r, � I _ d M . i' 3'li' IG" O.C. I RECESS U6HT FIiTove I To Fo�F(L a } WITH LENSF, APO PULL I 2' a"% !o'-f3'- 13/41 - GEILINU Tol5T5 i H1 GIIAI�' Al ALL GLVSEIS Goan, I2° WITH q' O"% '-d' SEGTIoNAL OVF,R-Heav 120%9 a r I 1/y"[ II44" PL'{WD, Sftl PlAM. STM. COL. T a -a ,. (o �'. o" 14.0 1' o — 2" 3'.ID" �� r Ill oo ' 77 APARTMENT FLOOR PLAN csrLRCa ARACR6 FLOOR PLAN SG A L,E 1/4" a 1 L o° Wgl , 63 THILWATE M(LEE SISIANT VKNAUL rM- and VENTI LVION SG4SDUL,5 PHNP F L I tqN V N LT. SoFFl11 c+ S0FF1T > oOms mo zpw- Aom ae.Q. AGT,L LT. FI><TUf�'—�Y--+ �-><HPUSt FAN 30 Ib 1*. 3024 36 ELS LT I.IVINI� ppl? t711JIN6 Rtn. 310 31.0 �j2.8 15.5 2$.2 �--CU2TL11N � KITGH�N X12 1.2 l0•2 3.(o Il.ro i F;ov Di17F;poM IV;;?? 15.3 Zo.4 1•�5 15.E 30 30 30 3o I I 5 PLATE; CaLper, 1 OATH 40 MEGH 1000Fp1 E3AGKSPLpSFF Hoon W/FANm AI,R DENT 1E2 I I InIRRIoFt M.G I To oVTYu) GoUNTOP _° 36" 2EF'y i ,� �E GESS I 1 ' C Ib ZG 36 312 IS I " I I SPPcE I v NHO� a w SriHSpULC� SINK FP-orjs I SPA S I I I a a Sim. 4T 900640 OPWIPA 4 ..S-4DESG�tIPTIOO , aP1loNPL vISH- I I I I ,- , WASHER LOGATIoM 3k 34 34 3G 341 I 34 I I a 2 (0 4/4 >< 4 5�'S Zo/4a cAs�M�NT Tf�IPI,f.) -roe, >3 I lE' ZI/41' xA' SZ'a" MOO b0. 6 p'IUI, jw) 36," UPNITQ G I 4' 21/A" x 3=51f2" ?x/36 P.O. (rv–L 10 I'S ITCH FfJ GMPST SUEWATIONS NaTE;: RAI wlllipow UNITS To ScpI.E ."Il. I,_ol' OATH SLRUATIoN HM, 10SOI,PT4,'12 OLAx. r✓GALE 3�a". I'-o" X SHEET 5 — 6013 TOTAL 8 DEC 20 11 �17 ;A "9 i 2°x10" RIDfgE 60AR0 FI'�Es: ZxlO" RIDGE 6o0.P 1 SIc4"AT u ' U raABLE END 6fJD5 2 d 4'11 (LIOE{E SUPP �? � Z 'xlo (I-IDgG Bopf1.0 I"x 6" AT ss,oz. GOLLAR TIES V90 AT 10 Ot- R AFTERS „ bERP1 � p C91 L-lNy PL,. L.1&16 \ / Z•2"x12' 2-Z'"x12" „ 11E PLATE \ / GEIUUTlbOZ- 1otSTS 11x4" TOP PLATE \ / \/ \/ 31/L `+( -I� (o�p 4'-2'/4 ^ 9/'' 104 fo1.03/¢"11IL 100.6. LLE FLOO(1. LINE NOT6� ro ?."clO" Bo% 51LL DaTTED U, 6S / Z•2"x12" — GPLA1v_r Lt Z"f a" 11E PLATS / INDICATE '/2" PLYWOOp B(1pGINf? Px41' TOP PLATEzo \ / N 11 \ / _ 2"x41, AT I6" D.G. " u / " " 1242 16n I IZ/L I6 lid' 16 16 Ifo ' 4• a/4 4 .2/4 Ib Ib I6 Ib I6 1� / 1 / " \ \ _LL °' / \tj flop of FouNP'L—A 9OftOm Ell \ / PRNEI, 1,6104TH L9'/L" t4Z l 21'-41i PANEL LEUIaH'( FiI (,lNT SIDS FRAMINGI ELEVATION i REAR FRAMINy SLEVAT100 Ir — 5GALE t/b": 11-0" SGP LE 1/4" c I'-o" 1 I Z,cIo" R1o4E OOARPZ1'CIO RIDciE BOARD � 1� " 8",<4" IZIvc�E �PP�tiT "x/n" AT 32'' 0•G. i GABLE END STUpg , - '1 7 -. LOU-AIL Tied - h 4"x I.0 PSI Nn AT Ib' Da. � � P,AFTGtS _,SW AT 100-C " Z1t 8 UAL YY PLT. JT " j I- I I I I I �,j cEluuy JOISTS, I LrILINy M. UN 'e',O TM PLATE / 2-Z"x W, Z41A 12" 2"x4' top PLAT& \\ // Z"x A" L2IPPLES Z"■4" caIPPLES \�` / LE Eft f011 11 u F"xIZ" v� w omm \ \ / 2!x4 At 16n O.G. 3EAM s ® G) / Y\ ° L"A SOP 09,1 `� \ `s� 1 n ,, 11 \ GKS 3/L tj- 0/4 /s 6.2/ti ?) b'r4 3Yc = 2 B 1 1' a �. �. - h 101/4 \ Ifl3'.ZIIZ I6 Ib IbLI1 - IDW Z F° BOTTOM PLATE LIT L"x lo" Bo% SILL 1 -o ct ILIN4 PL• LINE 11 11 It TIL PLRTE \ \ e,4 TOP PLATE SEAM 5UPPot1.T folL4 t12 $ERtn \ / r soppo1LT 9 A"A" PST )r \ 4 0 Og 4" AT Ifo' 0-G. 4 Irmo Ib Ib Ib I6 I6 Iv I6 Z-lO'/L 11 1 / \ c Z Z'iq' GRIPPItsS , I \ c \ 3Yi / Zxk G14EA1ED) •. ' / \ / � 0�" 90T10M PLATE TOP OF PODPP'T ) \ 21'-11" PANEL LSWHT v 3Vti - 3�c gl• I �I ^ I 1'.10 4 al'-Zh h-111 5yZ" LEFT SIDa FRAM1061 ELEVATION_ 4 5GALE 1/4n _ II_p1 FRONT :'FRAIYIIN(I I;LE\JAT10 9�RLE Vb" X-6013 SHEET 6 1 TOTA 1 8 21x b" RID(xE gRD. PROOF CONSTRUC.T100 Fe 26 II 7 c� FILE i. i 235 � St;�-F GiEgl. tKp{.Ip�-T SLIINciLEs — — �� IS P00FINCI F`SLT — ITYCLL'RK. 54LLcF1• LIpSS. UZ1i PLYWOOD . Floor MA-TNIN� � I Z"r 6" AT I(0" D.G. RAFTERS 12 Into' AT --YV O.C.- cOLLAK 1M5 I'-4'/2' Ii �" / t2" TR 38) GEILWU INSuL. 1�' 0 /8" WITH vPPoR FA"IEPN - ALLOW I" MIN. CM-AMPIX5 For,, Rif,, PRssAUE I " 6° R1 10O.C. GVC61315. FASCIA cur RIDyE cVT cLT OFF 21it 8" t�AFfEtz CORNICE GoNST• r" a/a I'-I'la' 4'lti , (a UT TEP r / 15'-2'IZ " I°KS' G6Fl ><4 `7 CUTTINCJ D I 2" � AlAi 16Oc. lOoKoU1S � 21t4" CONTIIJUousNAIL EP S sc-aL+✓ Cl9AR1 dor COM0100 R (�FT5,FR g/b" Hx1ERI0R PLYWD.SofFl I(d't8'' SGIL7GD SOFFIT z I' - I _O II,•&15/x' UI;N15. A rzeaui ,7. 2 I'tG' F121E2E d �' � _m g3/4" I I'-A•3/Iron EXTERIOR WRLL o �LooR GONSTRbG'ilot� CONST RUG T I O N 6. FLOOR FINISH AT OLJOPWc, OPflON �/4" Tdti PLYWOOD SUB-FLOOR '1/1(0" HPRN30ARD PAWF-L. SIDIN 0 CILUED AND NAILED To FLOOIZ FpSGIA RIpGE GOT WITH S1UGG0 PINISH. 2 JOIS15. 2"x 10" AT i(o" OL. FLOOR C°7z" Zat 0n tzPfT1 2 I'GI' \b (4 , Ig+k BuILV06 PAPER - J01515 1/2" INSuLATlr�la SI-t�A1NING W/1/2'' PLYWOOD SHEETS Al 3 U „ SII PLL GOR-N�RS For?. WIND oil-A /� 2 Z/A ' Ir 3S/ Fl;r•I3 DATT INSULATIoo =o GAUL. piocSlLl. �i (I WITH BA VAPOR RRIER GG1UN K v2" DPYWALL 1 fsl mem eRv. — CUTTI Nva D I ACqRA11(1 For RA Ma,ro (ft-Iq) f3A1T INSUL. 2.2 xA-' S/a FID.,mvDE I"x 9" 1NIM 6opfLD TolwAaV �� ARRIER 2 Z°RIz" ND'R Z''`A° AT 10'0,c. DRYWc�u' i 5GPL� METAL "2" FLASHI0(i L)/'/a", II a4" " R .4 PLYWD WEB I +(0 TfGIPn BRD• 'Zn.4" WIGY MOULD 5U11RoUND I II 5I!PfIrLFCoDE t?VWRL L 111c4" nM0, F IZ -0 ON WALLS 400 rpitip U49CTIONAL OVEP,NGAO I � OF L-qA"6rP, DOOR Stop GJA2Ryb DOoK RPFTEn. LAP iZID(aE cUT x 3� , p 2 ^� z � 2x' (o (4FTE,2 6 wR d .Q 0 (014 45/D 10�'y5/g, ZK/Ib 4°/I6 21irA" LTREg1ED) Plait; .,Te -� ° GUI 1 10 DIA WAM for RPFT69, '' Q,M Nor$: sF.� `�TAI(I v�TRIL"Qa'� I/t" 4 t 12" PNGHOR Bot�10i p {t ar �'-o" ON (.ENTER o s6aL16 I"= I�'O� 1ZRF'Pf�AS 1A 5, t; s, `� `� 13' OII r CIRRDE �' is m . ,:.':.m. • « �.. >x . _ a' �, II " IZI-15/1 ' 4 G�aiGR.ETE SLRB a-.. 4" (IMAU6l, BASE (�AFT�2 LAP BNGONGWALL L i! FACIA LUT M J�3j, 2"�(0" (LPF1E2 " A" @ 10,41 GONG. FT'61 4V6" 101- IDI/ Wel, 115/I� Imo'' CETT ItV�a DIACa(LA(Y1 For RPeFTE2 " An SECTION " 1a" SEGTIOt�1 '' 1P" sGPL� IL I'-o " SG ALE '/2"=1'-0" ScPL� I/Zn 1'-On SHEET 7 X- 6013 TOTAL 8 I I i S'.So blOCXIW �CGIL.IN& J tST ' ROOT RAPTrfrS aAnLI WD STUDS 1 L r s•.4' STUDS �p �. I 3' SI/II y=11' • IoI'DII 131' LI'/t DEC Zb 37 Nie 9 NAILr4 T . .4•ILAT[ I , Q L. 42• 4-4'.4^/ N 0d, go�c SIL FILE;; uI PLATE r-2•.4-STUDS / ;ITYCLEHn,S15!Ct?.HISS. 211 2.2°x10" PFlIC PERP1 a w 21ii 01' PT 2411 OG N 10° M l0 mx SILL PARALLEL PARTITION EXTERIOR WALL _ FRAMING at CEILING FRAMING at GABLE END I L- 1 I 12 I i i j r ! -Z•�Ic" o i Z 4. 2`.4•z1UD6 I'.A'TIW RAT[ ?•"4•M4� J a►nI 'K Z'+ lo°AT 16" O-C d w ex,( BEPrn r _ 2`x10" 0ol SILL 0 0 2"x 10"AT 16" o.c. N f--2'.4'STUDS TOP'P.ATS. lL SII Z•Z x 101. rLATa � � 21i II° D�cK I�IMlEu510� I Y.4'PLAT[ INTERIOR to EXTERIOR EXTERIOR FRAMING FLO&% F(LAMII)la PLAN WALL TIE of WALL OPENINGS ScaL� Z 21' is" INSULtT6 BFro" .Ua• Tl&PLYWOOD j kW&LL- RIOR %.s-PL4roR COMM on HALL I Zr r x Z-Z"'41— ST ^IA 1 A4 •LOC"INO M UD JILI [/N SIISrs mu!c, Z-Z"412"�' 2•L tA" AOTT.N ILLY[ RW�R WALL ��G• SCAN FLA rE ZZ'Y 3Pr SCUTTLE OP* I� e►A SILL 410. srLeL SIA •�IDrT rL�E ne rm�n L'iro" Al 14" o.c. I '-o" LON4 Td rVTi GLINC WCD 14: INTERIOR h&IL srECL coLu"K t'L••n• STUDS fAtSRIoR WALL WALL FRAMING AT INTERSECTING WALL i IR FRAMING OVER EXTERIOR a INTERIOR WALLS FLOOR BOX SILL FRAMING :L BEAM I6 o"pLoroEm �� I s-f", IZII GENERAL NOTES C51WN(a FRAMIPA PLAN 56A Lf: 11611'-0" 1 . Design live loads- 7. Determine the enact cabinet size on the job Roof .... .. . ... .. . . . ... .... . .. P.S.F. after the wall finish has been applied. Ceiling ...... ... . .. .. .. . . . ... P.S.F. 8. Exterior wall dimensions are to outside of Living Area Floor . ..... . ...... 40 P.S.F. sheathing. Interior dimensions do not include Roof rwrcRe R,�`�,� Sleeping Area Floor..... ....... 30 P.S.F. drywall. 2. Soil bearing capacity is assumed to be 4.2•x4-PLATO COLLARTIES 2500 P.S.F. 3. All concrete used is to develop a minimum 9. Conform to all dimensions indicated in e'.4• STUD& compressive strength in 28 days as follows: preference to scaled dimensions from the Footings and Walls - 3000 P.S.I. blueprint. GSIumd, Basement Slab - 2500 P.S.I. 10. While every attempt has been made in the i""r; erARINa Garage Floor and Stoops - 4000 P.S.I. preparation of this plan to avoid mistakes, n 'D" Using a minimum 5 bog mix per cubic yard. the maker cannot guarantee against human 4. All 2"x6" and larger framing lumber spans error. The contractor on the job must check are based on the use of No. 2 Spruce-Pine- all dimensions and details and must be Fir or equal having a modulus of elasticity responsible for some. of 1,300,000 and a normal duration design 11 . Provide ground fault circuit protection for all value of (f=1000) with a moisture content bathroom and exterior electrical outlets. ROOF and CEILING FRAMIN( not to exceed 19 percent. i with PARALLEL RAFTERS 5. Double floor joists under all parallel partitions 6. Use 2-202 headers over all exterior load SHEET 8 bearing openings - Unless otherwise noted. X- 6013 TOTAL 8