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I <br /> L1J <br /> • <br /> ENERGY CREDIT CALCULATIONS: NEW ROOF/CEILING ® UPPER TYPICAL EXT. WALL 1 1 Pc) <br /> MEDIUM DWELLING UNIT - 3.5 CREDITS COMPOSITE SHINGLES ® WINDOW % / I <br /> SIDING TO -1 I <br /> 1c - EFFICIENT BUILDING ENVELOPE 30# ROOFING FELT MATCH EXISTING ,+ _ - -= - <br /> PRESCRIPTIVE COMPLIANCE BASED ON TABLE R402.1.1 _ <br /> 12 z <br /> MODIFIED WITH THE FOLLOWING: " CDX PLYWOOD BUILDING PAPER 4 12� ��!/- - -�2 25 III coN a 4 <br /> VERTICAL FENESTRATION U = 0.22 ROOF TRUSSES PER STRUCTURAL i" CDX PLY. SHEATH. 12 I `n�l ~& TRUSS PACKAGEDOUBLE 2x6 TOP PLATE I " ��'ROOFR-49ADVANCED .r�_ . .•i• • • • • • • • • • • • •.� • • • • • • • • • • • • • •lo • • • • • • • • • • • • li. .Ht prit <br /> • • • • • • • • • •...._ <br /> WALLS R-21 INT PLUS R-12 CI R-49 advanced INSULATION 2x6 STUDS W/ R-21 i I li - U <br /> FLOOR R-38 4" GWB + R-12 ci INSUL. BETWEEN I -.. \ W <br /> SLAB-ON-GRADE R-10 PERIMETER UNDER ENTIRE SLAB TRIM MATCHES EXIST. <br /> (2) CREDITS FASCIA BOARD 12 <br /> HEADER PER STRUCTURAL �' <br /> " � � ` \a4 o <br /> 3d - HIGH EFFICIENCY HVAC EQUIPMENT R-10 INSULATION '� N BEDROOM LINEN MASTER - z <br /> CLOSET MASTER <br /> SPLIT SYSTEM HEAT PUMPS, ZONE CONTROL TYPICAL INT. WALL ® HEADERS 1 TRUSSES TO PEAK BEDROOM N'r \ \ \ --- <br /> DUCTLESS BATHROOM <br /> E. <br /> (1) CREDIT DOUBLE 2x4 N 5 • ! '�1� 41 . � -- � � . � \ <br /> TOP LATE JE 1 • , '. .. '\ <br /> 5a - EFFICIENT WATER HEATING " GWB TYPICAL EXT. WALL c° NNNN 0 1 1 12 \ \ \ ` \ <br /> 11 <br /> ALL SHOWERHEAD & KITCHEN FAUCETS 2x4 STUDS DOUBLE 2x6 TOP PLATE II <br /> " ♦ ~ <br /> RATED 1.75 GPM OR LESS ® 16" CTR. MATCH EXISTING SIDING I I 1 M I 1 11 II i i i i l i i � 1 � © 1 �--� <br /> ALL OTHER LAVATORY FAUCETS o \ ,\� 5,-8 „ 0 Y , <br /> RATED 1.0 GPM OR LESS 2x4 SILL PLATE BUILDING PAPER O \�T__L. m n <br /> (0.5) CREDIT i" CDX PLYWOOD in <br /> R-21 INSULATION + R-12 ci MUD ROOM/ BATHROOM BEM CLOSET CLOSET E <br /> TYPICAL FLOOR 2x6 STUDS GARAGE �� STORAGE N�� 1 \ - 0 ) '1 <br /> AN <br /> i" FINISH FLOOR i" GWB I N CO \ Z <br /> " CDX PLYWOOD 2x6 SILL PLATE 00 \ <br /> SUB-FLOOR i 1 <br /> 2x8 JOISTS n--_ \NT - 9 - - <br /> ® 16" CTR. ; litSb ZS1t5d66t1�St�tl86666666tl 1 <br /> t�t� SUU M1566t�t�tS666/5 t1tl66iAM4v.IPSUMit5tStllStlt�tltltSt1�1561SlStIlSlS1f `T( 5710 6/rtS�Il�1St R —�` _J <br /> / <br /> R-38 BTWN. JOISTS INFlII BETWEEN ao (� <br /> ,� - I— I--I II • <br /> GWB — Fie -/ 1- <br /> �- x n <br /> 24'-0" 14'-9" 8'-8" 10'-11" 10'-11" LLJ I I <br /> / / /POPOSED � � <br /> � � iv, t, _ 2, � <br /> .1—)_.) SCALE: i„ = 1'-O" y-ra‘gIi0I2A-t t_ /l2 3 t 1 .-L e I ,z <br /> TABLE R402.1.1 -INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT R►U1b S . <br /> (2 <br /> CLIMATE ZONE 5 AND MARINE 4 Q H. NE <br /> N ' <br /> FENESTRATION U-FACTOR 0.30 I <br /> Q <br /> SKYLIGHT U-FACTOR 0.50 / 4'-4" / 9'-0" / 22'-11" ADDITION BY PREVIOUS OWNERS / 22'-4" ORIGINAL HOUSE Z <br /> Q <br /> GLAZED FENESTRATION SHGC NR 7'-3" / 7'-11" 7'-3" 10'-8" 1O'-8" / 0 "11 <br /> / // / I JJ <br /> CEILING R-VALUE 49 r' -- f_---� J = ,_- <br /> ,_ <br /> WOOD FRAME WALL R-VALUE 21 Int r r 1 Z LA.J CC <br /> MASS WALL R-VALUE 21/21 I I ) Z <br /> I a 0 N > <br /> x <br /> FLOOR R-VALUE 30 _ 2X8"JOISTS _ _ " Q <br /> 016 O.C. BEAM w/ T-BRACKET SISTERED BEAM w/ T-BRACKET , LL1 BELOW-GRADE WALL R-VALUE 10/15/21 Int. +TB TO 4x4 POSTS, 0p <br /> TO (3) 2x6 SISTERED POSTS o <br /> SLAB R-VALUE&DEPTH 10, 2 ft <br /> -' -i ;-1-; w/ BOLTS TO THE w/ BOLTS TO THE cY <br /> L_ _ I • Lt..] POST BASE BRACKET POST BASE BRACKET I <br /> 18x18 PIER BLOCKS, 18x18 PIER BLOCKS, SET _ _ <br /> 0 SET ON 48"x48" ON 48"x48"CONCRETE PAD, L- -J <br /> EXISTINGMATED in CONCRETE PAD, TYP. 0 ORIGINAL HOUSE <br /> FOOTING 1 I TYP. 0 ADDITION <br /> r- -1 r- <br /> 1 1 <br /> L- _ 2x8 JOISTS _ I _ _ <br /> T T 016" O.C. zLD ) o <br /> I <br /> 1--+ co <br /> - /-- EXISTING 6" CONC. I to CRAWLSPACE, TYP. I I = j: w _i °, <br /> Ln <br /> FOUNDATION WALL ID 20 BOTT. OF JOIST TO FINISH GRADE EXISTING CONC. r-t r� Q <br /> FOUNDATION WALL I I • I Q I <br /> 6 MIL VAPOR BARRIE� I , • N S 3 <br /> 6" PERIMETER CONC.I FOUNDATION WALL `- -J in Q �Nr '+> , Ln <br /> J L t • 1 W .(L LJ J V <br /> Q LL 03 <br /> ,- I E <br /> r <br /> A I = � `° A A5 V) 0, 30 <br /> A5 1 1mm ;. � � ozv <br /> cN <br /> SLOPE SLAB I v) . 1- >- <br /> in PER FOOT L - APPROXIMATED J <br /> 1 \-- EXISTING FOOTING r_1_, Z <br /> II I <br /> THICKENED GARAGE 2x8 JOISTS _ l- Q' <br /> `� EDGE 4" SLAB-ON-GRADE 016" O.C. 1 <br /> FOOTING?? w/ 6 MIL VAPOR BARRIER (FRAMIED PLATFORM <br /> 0 GARAGE AT LAUNDRY ROOM) CRAWLSPACE, TYP. , o DATE <br /> 20" BOTT. OF JOIST TO FINISH GRADE 1 7 / j / 2 0 19 <br /> 6 MIL VAPOR BARRIER <br /> 6" PERIMETER CONC. FOUNDATION WALL- <br /> L L SCALE ' <br /> ' s. i 1 .1--\ 111 - 1 ' , , . <br /> • <br /> 1 J <br /> 24'-3" 7'-8" 22'-4" ORIGINAL HOUSE CIT OF EVERETT <br /> ti D FOR PERMIT SHEET : <br /> EXSTI \ G FOU \ DATO \ PLA \ A 6 <br /> , _ ) SCALE: i" = 1'-0" <br />