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HomeMy WebLinkAboutHaji - (Final Plan) 2:17:23 (2) REVISIONS: XX-XXX 12 12 �12 412 4/12 ROOF 4124/12 ROOF 4 4/12 ROOF PItCN BREAK 12 12 4/12 ROOF rr y} 4 14 41 3/12 ROOF 4' 4' V EDNORIZ. VINYL SIDING NORIZ. VINYL SIDING z Z U. 4/12 ROOF 4' 4' � w zo Q () ¢ w � w Co o �o w m RIGHT ELEVATION v8'=,'-0' ,2 LEFT ELEVATION 1/8'=,'-0' 12 4/12 ROOF x 4 ROOF VENTS AS REQ'D. 1 4 Q 12 4' 12 14 Oil 4' LI V Q 5'-0' ---- 5'=6�----------� LL/ APP4O5<. HIP GIRDE1tLOC. APPROX. NIP GIRDER LOC. 12 4/12 ROOF 41 12 14 2'-0' 12 4 NORM VINYL SIDING .� DODO Li 00 00 =o000 = -000a - �o - o00 00 - o0000 00000 - � _o_o 00 _o_o o_o_oo oo_o_o - EI © © © © © © © o0 DODO 0 ooa DATE: PLAN NOTE: t 2/16/2023 EXISTING STRUCTURE t CONDITIONS WERE ��ON I ������I ON 1/4'=,'_0' FILE*-. INTERPRETED FROM SKETCHES AND FIELD 23-012 MEASUREMENTS 5Y OTHERS. 1160 SQFT. MAIN LEVEL - EXISTING SWEET ACTUAL STRUCTURE E CONDITIONS MAY VARY 968 SQFT. UPPER LEVEL - ADDITION FROM THAT SHOWN.GENERAL CONTRACTOR IS RESPONS15LE FOR VERIFYING ACTUAL 2128 SQFT. TOTAL ABOVE GRADE EXISTING CONDITIONS. OF REVISIONS: XX-XXX V � Z z ~ � 4 � o coc � ,d z (� J LL.I I� uj 0 0 -J 0 = U I—' W m (2nx10 FLUSH BEAM • ROOF ABOVE I I � I `r (2)2x10 FLUSH BEAM SOLID •FLOOR ABOVE BRCS. II � IS'FLR TRUSSES 6 II • 19Z' O.G. SOLID 04s cr y I 0 � N I�I I I J f'I I III Ir 3'0 MTL. OR. IIII w/SDLT. I I /I IIII / I I IIII PROVIDE R30(MIN.) F.G. III ' i l l BATT INSULATION 0 Hill FLOOR SPACE ABOVE IIII JII JII � III I I I I I I 18 FLR.TRUSSES rill, • 19.2' O.C. I I I I III ir.3,4 I I III I I I i i 1�1 i i IS'FLR TRUSSES I I I I Q I I • W'O.C.0 lie 11 iAT II II II III All All / II IIIV II III II � IIIII I I I I / / III II SOLID 60 ID SOLID i SOLID *u BRA (2)16 LVL— IIII — — BRG (2)16 LYL — — — — BRCS m 34'-4' DATE: PLAN NOTE: 2/16/2023 EXISTINCs STRUCTURE t CONDITIONS WERE IN LEVEL FILE": INTE TED FROM SKETCHES AND FIELD FLANt 1/4 -I -0 23-012 MEASUREMENTS BY OTHERS. NEW STUD WALLS 1160 SQFT. EXISTING SHEET ACTUAL STRUCTURE t CONDITIONS MAY VARY FROM THAT SHOWN.CsENERAL CONTRACTOR EXISTING STUD WALLS IS RESPONSIBLE FOR VERIFYINCs ACTUAL 2 EXISTM CONDITIONS. OF 4 REVISIONS: XX-XXX V J � Z z ~ � 4 � o coc � ,J z ° Q � -j W � w 00 26'-10' 1'-2' ° 0 = U xWm x o � N N _1 _1 0 0 HALF WALL 0 '-8' 4'-2' 6'-3' 16'-5' 0 ROOF �r QtRU53Es • 24 W�PER ROOF M" III � � III _N III IM � NM III IN O III a REC. ROO1"I a N II X III o d) _ CALu� II � � III SATH 3 (P III C-4 tQ II ' III III cal 12'-2' ---� 0 WII III Ln 2'4x6'8 � F'KTDR �t III III p� III " II 6'_2' 2'4x6'S III I I � III III Lam._J L �„� III n1 r'I,4 III ER SUITE M I ctl III till 1,'-0. 4'-10' I III II III I III � III III i � III III III �p III III III (2)2x10 (2Y1xlO (2)2xlO I III (2)2xlO tu 5'Ox5'0 SLIDER 2'6x1'6 TRANS. 2'6x1' TRANS. 5'Ox5'0 SLIDER tu 1'-9' 2'-3' 2'-3' 2'-1' 5'-2' 4'-10' 12'-2' O 34'-0' UPPER LEVEL FLAB 1/4'=1'-0' S68 SQFT. ADDITION DATE: PLAN NOTE: 2/16/2023 EXISTM STRUCTURE t CONDITIONS WERE FILE": INTE TED FROM SKETCHES AND FIELD 23-012 MEASUREMENTS 5Y OTHERS. NEW STUD WALLS SHEET ACTUAL STRUCTURE t CONDITIONS MAY VARY FROM THAT SHOWN.CsENERAL CONTRACTOR EXISTING STUD WALLS IS RESPONSIBLE FOR VERIFYINCs ACTUAL EXISTINCs CONDITIONS. OF REVISIONS: XX-XXX U J Z z ~ � Q � o U) c � L, z ° Q � < W � L, o 0 0 xWm x = UQ ROOF CONSTRUCTION: • PREMANUFACTURED ROOF TRUSSES-ENGINEERED BY SUPPLIER-PROVIDE ENERGY HEEL • R49 BLOWN FIBERGLASS INSULATION • 1/150 ROOF VENT AT SOFFITS, 1/150 VENT AT RIDGE • AIR CHUTE AT EACH TRUSS SPACE 12 • 1/2' ROOF SHEATHING 41 4/12 ROOF GIRDER ROOF TRUSS • 15* ROOFING FELL • ICE 4 WATER MEMBRANE APPLIED 24' PAST EXTERIOR WALL • VERIFY SHINGLES 12 SOFFIT / FASCIA: All ROOF TRUSSES m 24' O.C. 4S 5LOtLlN INSULATION 14 •VERIFY SOFFIT 4 FASCIA U WALL CONSTRUCTION: • HOUSE WRAP MODIFIEp EXISTING Lu • 1/16' OSB SHEATHING ROOF TRUSSES • 2x6 STUDS 9 16' O.C. 6 EXTERIOR WALLS Ci • 2x6 4 2x4 STUDS a 1(o' O.C. tv INT. WALLS 0 ------------- - ------------- • WINDOWS PER SPECS. cA ''; -------- ------- --- • R-21 Fj3. GATT INSULATION �`-==1 i i 15'-6' Lu • 4 MIL POLY VAPOR BARRIER n� • 1/2' GYPSUM BOARD RIM AREA CONSTRUCTION: Q 3/4' TiG • CLOSED CELL SPRAYED FOAM INSUL. (R21 MINIMUM) s RIM AND CANTS. Q i ) (Y 18' FLR TRUSSES lu n STAIR INFORMATION cA z PROVIDE R30(MIN.) F.G. m 192' O C i 0 r (3)2x12 STRINGERS(OR EQUAL) BATt INSULATION 4 7 e 10' TREADS+I' NOSING N FLOOR SPACE ABOVE 10 -4 �! 1x8 RISERS w �p L 1 1 3/4' T 4G ' 2x10 JOISTS 16 O.C. U O DRAIN TILE Cfi�OSS S�C�f ON 1/4'=1'-0' LLI DATE: 2/16/2023 FILE*: 23-012 SHEET 4 OF