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2002-553 (2) E OPTIONAL WALK-OUT BAY 5 6'0 WOOD COLUMN Ad-d oEp�o OPT.( OPT.xO OPT FND.TTOAC COLUMN p LIV./DIN. i."°a°� STEP'k RAIL A REO� H.Bi ©�-- ® I n 9'FLAT HT. 51/2' -i /b"PLT,'HT. II'-d' _ •°�-1 _ BEDROOM 10'FLAT GEILING MASTER OPT.FIREPLALE I- CARPETED FLOOR BEDROOM L LIVING 10'PLAT CEILING 11 b CARPETED FLOOR I 11 _ VAULTED CEILING I^- GARPEIEP FLOOR I I LI- BALLOON FRAME WALL� A y A' UAW 2'-4" 1 4- 'j _ I I �\ LIVING BELOW 5D a Ic ` OPTIO AL - WALK- UT, - APPED S5 WALL 29/4"� 5/4'x 8"OAK GAPPED K A.F.F.NU6`ro WOOD POSTS RAAELIN Al g,AREA' ?k'T m ( Wll2'DEEP IkADEft cJD H �. C�G�. ""x 0"S.R.O. DOWN 14 RISERS®7 5/8"EA. D JWN - —- J 1 13 TREADS®9"+ 1 /8"NOS NG -T� �L © RPE,DINING O LATT AT-I i3/I a•_• b'FLAT 'R �l ® ALL R SASH HER LE LOB I � '- - _ GAR.PET FLOO(T AT 9"s1 I/ lJ Y �Y lf'`',J�' 4YJy NO IN q 2- 2 B I G"F+TYt Er M'STER 12 i' OPEN RAILING AT 36 A.F '_I •• A55-THRIi - L -���. �'l N C FU A .F. ,. BATH N _ _ > .F ., � t 2:T II KITCH OA LL w — - j`� a� L c II } - S' fWD/STORJ FOYER KITCHEN KITCHEN BELOW BELOW —--�i -- OPT 5 — ' FOYER 51/2' a, Ittf d „�J,EPA 4 5/4'x 8' TIL� Q p LAPPED WALL7�1 INY 20 _ �B'-3 A.PF II FL ANT _„a�� a. - 'w„� E$$1d 12`TALL B'-11/8"A.FC,�FC 'w"�. I VAULTED GEILI - \ TILE TO 10'FLAT 2 - _�; Z'' _. �_-L -SEATI \ p I _ 9•_ 2' SHIM BOTTOM OF DOOR 3/4" ( �_�✓ TO ALLOW FOR FINISH FLOORING @'FLAT TO THIS LIW" I �Q � 'I ENTRY WOCJCJ STEP PER.SITE CONDITIONS -7 px•_T. BREAIKPAST "` I 2 CAR GARAGE —_- 2 STORY CONCRETE FLOOR I I LL— PLT. E CEDARCOL KKWPPE D ®FOYER --- x MNS SECOND FLOOR LOFT/BONUS ROOM VARIATION -�_— 5/8"TYPE'X G.W.B.ON ON E30 BOTHH SIDES OF WALLS COMMON i0 LIVING AND GARAGE,ALL REMAINING 15A.P,AGE WALLS AND ENTIRE GEILING, ALL OPENIN1,5 TO LIVING SPACE_SHALL. BE hl.3/4 n.PaTED w/ADro c oseR. 45 WAVERLY PLACE WP322 WOODRUFF SCALE:1/8'-1--0- NO ftEVI510N_ DATE FIRST FLOOR.PLAN THE ALTERATION OF THESE PLANS UNLESS DONE UNDER THE PRAWN pV:D. GOOFREv A_2 DIRECTION OF A LICENSED ENGINEER OR ARCHITECT IS A -- --.- !'1 VIOLATION OF THE STATE EDUCATION LAW, RULES, AND REG- — - --- ULATIONS AND IS A CLASS A MISDEMEANOR DATE:3 JANUARY.2RR2 --- --- SHEET NO. --RIDGE VENT --RIDGE VENT 1/2"WAFERWOOD ROOF SHEATHING 1/2"WAFERWOOD ROOF SHEATHING /H-CLI HE AT 24"O.C. W/H-CLIPS AT 24"GO. N.Y.S. C ERTIFIED ROOF N.Y' CERTIFIED ROOF TRUSSES AT 24"0!10�!,TYP, 12 HEEL H TRIL:�EES AT 24"O,C_ TYP, -HLIL HT-_' 12 6. .1 6 FIBERGLASS SHINGLES g.N R 2-16"M.L.UPSET 8 —12 12 F 11 7/8"TJI RAFTERS @ 24"0.0 PT. BATH INSTALL TYVEK SS�S ARE 0 BEFOR TRU D 210 HEEL HT INSTALLE HEELHT 0 T/PIATF 2 6 "S'AL'TYRE -EFOR'R-�E ARE N S L F 1A HE HEEL HIT J1 FLOOR JOIS7S_ANF 19"O�C /I Ed 4AILS E SHEETR C_ TH1111 LOOK JOISTS AT 16'0 C, /STUD K CNYL V-GPOOVE —3 2 WRAPPE BM. ONT.VENTEO�S,FELT -11 7/ M.L.DF OPPED 911. Ll VHNI E, MUD BATH 7 JS 7 DINING /4 T C WAFERBOARD GARAGE MIN.R R__19 R 00. FLOOR HEATHING, MIN.R- BE BEDROOM #2 AT IM GLUEO DID SCREWED AT RIM ARING WALL I 1ST FLOOR 11 7/8"T TJI'G 0 16'0,C� T.O.P, 11 7/8"TJi'e @ 16"LIC. J_ �n FS I CELLAR BUILDING SECTION 3 EXTE2"%%B�E'NSULA'%N TRq FLO, I Trusses AIDE BITUMINOUS DAMPF G)FING,TYP­_, IE 11 4"CONCRETE ILAII Shouen LSTA15 fiop �ifh 12-10d.ID"re", TJI Blocking EE-I 0 OR qj:!!o. 4"PER CRATED FOOTING7 PROVIDE 2".4"KEYWAY BE�TWE.7nG DRAINS, CONNECTED TO SUMP PIT. F DOTING AND FOUNDATION,OR RIDGE VENT 12"-#4 DOWELS Ar 36"O.C. 7 Ay BUILDING SECTION 2 A. 'Y' ------------ 12" 19"WAFERWOOD ROOF SHEATHING TYRAiCHRIETE 2.8 redge, H-CUPS AT 24 O�C� Fj� TVL' Gnt� 6 IGLT�T��ER C tCgg,,,d -SEE E THIS SHEET J.Y�R61Q Per R 14 F,',","Fewl�' ThborStREd RL (�)� END AIR INFILTRATION BARRIER DH 1/2" NAFERWOOD WALL SHEATHIN 12 2x6 EXTERIOR WALLS AT 16"O.C. —6 R-19 BATT.INSULATION OPT.BAY 4 MIL.. W/6"O.H. FS_ N.Y.S. CERTIFIE ROOF OLY VAPOR PARRIES T �:D TRUSSES AT��4'O.C_ T P 112"G SUM WALLBOARD 612 ROrH VEHT _j C::> HEEL HT2' LLJ [ANI-SAl'111121 HANGER I Nij�"­D -2�6 LEDGER RIDGE FHI ..11PLATE—� L < ­LLUUN JQIVI�Al 15 0,C] 4 e�12 Lij 12­ 9 1/2"M.L.BEAM INSTALL TYVEK m. TO HOLD NEUL,I T 0 R!p 1� BREAKFASF PLACE LIVING C12 ,I I I I-_ E�� DINING 7 0017D AREA1 MIOTE ICE I 1AIER 0 KITCHE �'3/4" T&G WAFERBOARE 612 sonle—E-1 LMIN R-19 ROOM", FLOOR SHEAT ING AT RIM � I GLUED AND SCREWED, I flN__aOQR ROOF PLAN TJI FLOOR JOISTS AT 15' 0,C. __L L TZLA_ _T_ I— DIVE TE HANDRAIL AT 321 -3"0 1 IS: R' BUILDING SECTIONS ABOVE TREAD f STEEL 1HPI�.LUMN --,FS-25 R-11 INSULATION T j EXTEND 48"BELOW FIN.GROADE f CELLAR 12'ILK WP 322 WOODRUFF BITUMINOUS DAMPROOFING, FYP--,,, f IS 11 4"CONCRETE SLAB _T/SLAS No. DATE —44 G.AUF CL:-P 4"SLAB THICKNESS I AM GARAGE—L 117 4"PERFORATED FOOTING PROVIDE 2'*.4"KEYWAY BETWEEN— S. 0 SUMP C T­LIFT Frue/lEADER DRAIN CONNECTED T PIT. FOOTING AND FOUNDATION DRAW14 5Y:0,GODFREY A2.04 OR 1 2'-#4 DOWELS AT 36"O.C. BUILDING SECTION 1 --------- DATE! 'I uIC-11.2con SHEET NO, &ENERAL NOTES PDL,RIM YVMANCCR5 @ WINEGOA/S P�L RIM W/HANOERS,@ WINPON5 1,MICRO-LAM(M L.)BEAMS AND TJI�TO BE INSTALLED P TRUSS JOIST CORPORATION RESIDENTIAL EARODUCTS REFERENCE GUIDE 2,HOLD FRAMING MEMBERS 6"CLEAR ALL TO ALLOW FOR FURRING G,E, WALL AREA(REAR&GABLE SIDE WALLS) OPT.GA DI S NO TUB NOTE: OVERHANG TREATED 9LL PLATES 1/2" BEYOND FN D W A _2 [7AND SIDING 0 FND RDEN-LEVEL TOd'T`ANRD"S50W0[RW MI D1110AMIN I AT ENS 0 OPT.GARDEN LEVEL BASEMENT ARE FROM CENTER LINE OF DR S CATE JOIST AND BEAM LIST AIN ss 3.ALL FRAMING MATERIAL SHALL BE Plot I N§j #2 SPRUCE-PINE-FIR OR BETTER _LD Chit 4 oF Net _L�Product oty Pt I'S oty J] 36: 11 7/8 10 2 �E 4.FIRST&SECOND FLOOR DECKING SHALL BE 7 1 /Pro-130TS int 6 -1--, 2 4'-5- 2' 3/4"WAFERWOOD-GLUED AND SCREWED J2 35 3' T /Pro-13OTS 4. t 6 1 6 ­4 34� 11 7//8: r /pPro-131,ITS !,,1 2 2 3 J4 TS J t 2 2 g A2 5.BLg�KING UNDER PARALLEL PARTITION WALLS ABOVE J' 33 !1 7//8 T /ro I '. A2 A2 E, YPANR-&,RAIN� 5 32' 11 7/8: F /P-13 I j.�St 1 11 -1/8' F 1 1 75' 1.75' 1 8 LSWALLS, J6 0: Pro-30TS t 1 2 2 75' 1.A2 30: 11 7/8 T J. 21 E 8. IJI/ — J7 29' 7/ /Pro-30 S 0 INGLE JOISTS-U210-2 0 DBL.JOISTS(U.N.O. IS J.nstt Y 1, T,/Iro-1311011,'.St 8 8 .1 1.75 N J9 25 11 //": TI/pr. 4 A2 1�75' 75' 6.ASLPJOISTS FRAM'3NIMPST'ON"VAM21'0�'HMAE��'AL"EJOJST 11 7 N 75' A2 USPORTED BY! HAN�ERS J8 28 Oc Is JHO 20' 1, 7 Pr 10 to LL BE U,N,O. 19, 1 st L+f-f++-i FF 7� AlTL 2,10 FL6Q.OR JO i S A TS @ FIRST FLOOR FRAMING 7//8 IJ/Pr.0:11'1'jT1'jj'.i5 t J12 14' 7/1: St 6. INDICATED BEARING PARTITIONS ABOVE OR BELOW J13 I P /8 T 'r-HOTS 2 11 7 TJJI//Pr. 3OT1jp t I it 1 17,32" 1 2 2 PROIADE SOLID BLOCKING AS REQUIRED 5 7 1/1: N1i//Rrro_1'1011j'1 J�ntt 2 9. X E SOLID BLOCKING TO ii, LIP' H 7/8 OFPROVID UNDERSIDE 21 3.11' OOR ill 4 PING FOR TRANSFER I FIL SHEAT M /4 F7 0 1 3 112 'E G lari LIL OF POINT L ADS.RE: /D-2 M2 12' 1 3/44: x 9 1 D LVL 1 2 2 10.RJOEN E PLUMBING DRAINS-MAINTAIN 12" M3 ' '7ro'�' 3 4 41� 1 3/" x LVL 1 '3 OT S CLEARANCE TO FRAMING MEMBERS M 2 MicroHan LLVL M5 14' 1 3/4' A )I 7//B,: 11EE MI me am V1. I HANGER LIST-Simps-Strodg-Tie Company, INC.? 16 Plot 11 Face Mail Me=1'r -LEVEL ID Oty P-6-t _�L�tTop N�il 7'7-7 HI 411IS11:1111 1�11 8-N 1 0 F I(e NaDe: woodruff.JOB 5) F HE U 8/ 88 3-lod HN JL2 ve, IT Fqar N.tesz Le Name� FIRST FLOOR .1 t H-1 (?)-Indicatp lon-s'to,koddholger P lot D'ta� 5/24/01 13:42 (5) Backor hock,R LID;re Design Date� 5/24/01 13: z 2 Draw�nq Scalat 1/8' A SYMBOL LEGEND Job Statu, 9 1 FUJI Joist Type Foun a io Foundation 1. 0 FIRSdoltl_10&:::� ype 12,1 1 1,,14 P"tt" IN . . . . . . . . M Rectangular Product T SECOND FLO I OR,..Ready to P let F11 — " zr M REQUIRED BEARINg LENGTHS Beaming Wall 5/23/01 16;58 I I L I AamLj UP BE- NOTE: Level al sigmoi' J c L4 r'id a,u el llill�ltll 11 1 066 it MI 3* Bearinc. X Column(CBOD p 0 e S raGCe -Iroler let V.rnimg#Label L.,ogtiT st k;n?.,,U per, Levels mus S1 H, H Monger Type d'ac to t have earlie Si 11 el M5(67) 12.61 g Design Methodology: ASD H.OgVr Symbol M3(26) 5,59' PC Parallel Closure Type F I nor Area �ood;n.g.I s; P 3k 11I.Cking Type I'D pp"L"'L M3(26) 7.71' 1 sl Dd Loo, Maxi 'J.istdDeFlecti­ 110 MI (117) 5.31' bc.�kr,on,I "L pgth�for'pamels L/480 IV,Load different from the 0 P.,no) L/24D Total Lead A2 H,ade,s Not I i I I lqir R, RID T_­Pr.Rating ImforGati- 1 75' 1.5' or blor 1 9 ,not ht el Average 53 Leig teR t IT W nt Load 16 D 2 S dths p Ch,, o Poi 9 rovId, p ,D9 For Ni Line Loa G[­d&Nail,p Docking i:A, 7 bear H 151-11i.t.,tt..'net t�Gta = a D r'ct Do I A D red Am, Load Floor DAcPr!nied C2e3/'312;'-DSB 52med 0. 0 D,,­uIitLCa,[[oOt Label Normal O-C Spacing= 16'- ee I er's Guide or Pocket Guide Dafault Wall /Boom Width 8' ........ BearIng Width Label S t.NdCrd Rim: Rel. J.st Layout Sy,b.1 Stan mot Blocking! k x Love Warning TJ-Xpd'rt 6 11 (9675B]A 71, 0 Wall Header Bearing Width Warning CUD11 D6.11 S6 11 P6.11 loss noted othe-Ism ACCESSORIES LIST P lot FIRST FLOOR FRAMIN6 PLAN ID L,hgth Pr.doct Unit 0 ol' Net -------- Oty P I Ies oty WP322 WOODRUFF P"'1 6 ..A�'/4 "O`i�s a C 1 11 IEPr­.C'1e11T1 jp St PPI,� 2101: jj 7/81: IJ/Pro-130TS Dist PC // TJj/P­!30TS`i.ist I 11TE FC4 91 li 7/8' TJl/Pr. IOTS'joiCt a.—va-'­" No_ C 5 3: 6 Ed 5 1/8,11 111: TI/prre-30TS FIRST FLOOR FRAMINS PLAN ID, /,,11 7/8 TJj/ HOTS'B[.Ckimo Panel 1 8 ..: Jl/pra-130TS BIoCkin6 Panel, E DRAWN 8y7 0,GODFRE, RDI 7/8 Tj/P C 1 10, —30TS I A-7 Shl 4' 8' 23132' OSB 49 J 491 ATI! 1. CTC.1R,­1 SHEET No. 2 6 HEADERS AT OPTIONAL rn b WINDON� 2 RAFTER TAILS AT 24 O 6 Li'P G j? u AT IGNAL WALK—OJf qAY ACCESSORIES LIST xZY �M4 ",,,G JOIST'AND BEAM LIST Plot �aoEE`S. _ Unit 4 of Net = ID Len ttl Product Qty PIIes Qty o�E'aaE'2-272 2 plot Unit k of Net — 9 ID_ Length Product Qty Plies Qty pc1 13' 9 1/2' TJI/Pro-130TS joist I i/1g Pc2 12' 9 112' TJ1/Pro-130TS Joist 1 J7 V' IS 7/8' TJI/Pro-130 joist 9 1 9 pc3 f0' 9 t/2' TJI/Pro-130TS Joist 1 1 1 - E}��PTI�NA�_ WALK-OUT BAYS Hd1 0' 3/4' x 9 112' 1.9E Microllan LVL 1 2 2 pc4 8' 9 1/2' TJI/Pro-13OTS alst 1 R10 Bbl 1' 1/8' nr 3/4' Bncker B'�ocks 20 1 20 �vyE � M4 11' 1 314' x 9 1/2' FEE Macro=Lam LVL I 2 2 Rm1 39' 9 1/2' T3/4JI/Pro-130TS 1 1 1 2x6 SUB-FASCIA(TYP) C7 D _.. Sh] 4' x 8'23/32' OSB 10 t 10 0 0 ._ HCO -2xl -2xl _JOIST AND BEAM LIST �. (2)—1.6 AT F! RAGE OPENI 6 4 L.XbI /14' 14' plot )/ Unit N of Net r I➢ Length Product Qty Pties Qty �ZEBoS _ _ r JI 13' 9 1/2' TJ]/Pro-130TS joist 4�1 4 J2 I2' 9 1/2' TJI/Pro-]30TS Dist 12 1 12 J3 1), 9 112' TJL/Pra-13OTS Joist I 1 1 Ixb sU6-RAxE(TY ) Y _ L_t I x x II M4 7' 1 3/4' 9 1/2' 1.9E fli crollan LVL 1 I 1 !I I J6 3' 9 1 2' TJ1%Pro-130TS joist 41 I 41 7/g _- D B•I MI 16' 1 3/4' x ll 7!8' 1 9E Microllan LVL 1 2 2 M3 4' 1 3%4' x 9 1 2' 1.9E Microllan LVL 1 2 2 UNDERFRAME OEILIN<TO �•^^'""'" n,.r-r./'A2 ---.._ - LEVEL NOTES 5' A2' M2 HANGER LIST-Simpson Strong-Tie Company, Inc,7 File Name woodruff.JOB E� [} P I t Level Name: SECOND FLOOR �t^r"' yi'�� 1 64,J5 Fc ID pty Product LabelTop Nails Face Nail Member Nai lsNotes Plot Date 5/24/01 14:43 -AvPh ' H -- -`- -- - Design Date: 5/24/0I 14:43 1��.. 'raa t t/tx /Tz: i _ _„ N2 13 IUSI 8 9 5 8-N10 (I)(5) 9 = ... Dob St Scale 1/B' 1' 1 y .� j a — -- I2 -�--I—� 12 / `Ti H3 IITT9 5 4 N10 2-N10 2-N10 (1) Job Status s Foundat on Foundation �/I+ Hanger Notes FIRST FLOOR Checked 'h I I4,36' Ji �' (1) Indicates non-stockedhnnger SECOND FLOOR..Read to Plot ,� K�iQ • 6. - (5) Backer Blocks Require C 5/24/01 H:43 Y d�p j QF . m m 2xR SYMBOf..LEGEND NOTE: Level design times ndicated nbo e provide assurance for proper level - --^' '• ( _......_ 1 M4 H1 J TJI Joist Type stackro. Upper levels must have sort! r 2XIOdesign ;mes. SHADED AREA T 24" s,AT A2 M Rectangular Product Type Design Methodology: ASD RAFi'ERS A7 2A"pG.,AT _ OPTIONAL 60X—OJT WINDOW 1.75' H2 _ Bearin Wall = -o• _ s H Hangerg(CBO) pS n Lande Is: o AND WALK—GUT 6AY GGNDITIONS w _ /s Floor Area g Type 2 x1z RAFTER TO A2 I 40 f Uve Lond )/)0_N it a-LON BOTTOnd CHORD 75 w" lc'.psf Dead Load L.._ beeAddition al operator input loads have been added ,I Mn um Joist Deflectio' �I n Pqq ()-2 xlO 2)-2xla LI Hanger Symbol L/A C Live Load 2-1x6 FL BM. iµG�NO FRO BOTTOM' L/240 Totni LOad OkD OF OF TRU55 PC Parallel Closure Type 7 8' t B' TJ-Pro Rating Information: Rm Rim tYPp Weighted Average: 48 Lowest RaU ng: PE v4-IW.M_ IV(ll L oa Line Lead' � Highest Rntin 51q�� 51 _ Glued A Nailed Dac!<mg is Assumed 1.MICRO-LAM(M.L)BEAMS AND TJI's TO BE _ Direct Applied,Ceiling 's Assumed INSTALLED PER TRUSS JOIST CORPORATION Area Load Floor Decking: c3/32' OSB RESIDENTIAL PRODUCTS REFERENCE GUIDE es es-z it O Detail Cnllout Label Normal D.C. Spacing 2. ALL 2x HEADERS AT BEARING WALL$GREATER nz.o' ' Ae'D4 ' (See Builder's Guide or Pocket Guid)DeFnu It Wall/Benm Width: 3.5'- THAN 5'-D SHALL BE SUPPppRTF.0 BY 2 2X4 _ Benr in Width Label STUD$AT EACH END(U.N.O.). g Standard Rim: Rml- 3. MICRO-LAM HEADERS AND BEAMS SHALL BE T--d- Joist Layout Symbol TJ-Xpert 6.11 (N675) A SUPPORTED Br.N.0) s W/7/2"FILLER O Walt Header/Bearing Width Warning C6.(I D&I S6 11 P6.11 ®EACH END U.N.O. -Unless noted otherwise 4.GIRDER TRUSSES SHALL BE SUPPORTED BY G -- - SWO`�D R FR x,S m�T?'� TL})Tf N 2-2x4's Cc➢EACH END(U.N.O.) REQUIRED BEARING LENGTHS il>LJ1. FLOOR Jj"11�lo�Jf,�11��5.)1 1C LrClldV 5, All NON—LVL FRAMING MATERIAL SHALL BE g ___g WP322 WOODRUFF q2 SPRUCE—PIN B i 9 E--FIR OR BETTER Warnin alnbel en ti 6. ROOF DECKING SHALL.BE'.7/2"WAFER WOOD. Uj M1(20) 2.52' —_—_ 8. VINDICATES BEARING PARTITIONS Heoders not listed requi e Nn 9. EDENOTES 2.4 SUPPORT STUDS-SEE NOTES y2, p3&A4 Ai1 S' of bearing length E-Le:r/C- o _ REHSION ogre RE: 4/D-5 Sup�ort widths provide 10. /g' BEAM/HEADER LENGTHS ARE SPECIFIED IN BOX adequa to bearing for oRAWH ev: C—aev � '-"-- SECOI`D FLOOR products not l sted, A-8 ii.L-2xg HORS.(&EXT.GABLE END NON-BRNG, OPN'GS Fm�,� NG PLAN '--- cueeNeo er: �{�jVY�j� 1L.[7ll.� or.TE: v.Acen,2002 - --- SHEET NO. _ 2x4 one side. JOIST AND BEAM UST Use s 2 f t both _ Plot Unit q of Net O ID Length Product pty Pl les oty spacing is greater _ than 24"o.c. 3 Jl 17' 11 7/8' TJ1/Pro-120 joist 9 1 9 M5 16, 1 3/4' x 16' 1.9E Mlc—Lan LVL 1 2 2 2 8d box M4 17, 1 3/4' x 11 7/8' 1.9E Mlc—Lam LVL 1 2 2 narows 2D)its at d (a.c. .O5 En �o as 'AR ss� ~• `E`T avl iq ® Q b , ARCHED GEILINCII I' Beveled 2x4 block TtiPE � Id FLAT Beveled bearing plate required c — when slope exceeds 1' per foot r=a. 36"f-EE-THRU - mIN W FLAT RE-FA6 FIREPLACE jI J1 r,69's i I 1 I ®RIO 1' LOW END 5� 6, A•�3.. 2._A.. O M5 m` R14 2�VI� I i I 1 I .af ��EIF✓ , w e O a F-AT b /' V I� /Al� Cy A `k O CARPET _ L11. I 5 FLAT �- LAV. G:' -t--_I-_ _.LL_ t`x3 I I I 1 I PER yyy VIN. 2x6 LFDC R-FASr NTL(7 W/ ------ _ � 6d NAILS,2�S III + — xi'w.szT �'• Q�1 T'' y i/70 �iI I I i I E 0Ar I I I I `\, .I—. _ rum � x ``...•.. VI _ _ zo i— i�— � I�I � I I R G PO —. L_L--L GL. 4 �- TILER /a.WALL W/TEMP&LASS PANEL PEE PErAL THIS 91EEr — /t 2" I I L L L L.` c 7 LUXURY YBATH IPP , RT-4C i/z' — I `YiA7}yl I I I I ( i L L (N" O R7 2— W I TT 1I II I (I ( Ii OTU4•=/1S._H0O„WER WALL DETAIL N2x6 ftA . �2 �W.. Ct CLEAR CtuSF Hi MIN„-_\_ HA2Ai OLpREA DELETE SITCA7t1i1r(1,1$tR OJERFRAMI 1 j I 1 1 \\\ rO AUON FOR PROPER VEWIATM-2xb Rip ( ]A t i/2"w.w.COVER d MA•.' I 1 1 1 ROSJAll' lf'll\lL'illVlllll\G 1C1LatSN 2 20�FA`1A(TYP., WP322 WOODRUFF " TOP OF_ry„EA„RTH_ ROOF ll•11\Y111�Y1L111�74,Jr 11-J1,✓C111\l F h S4nLE:5/6=1'O" NO' REV1510N _ pAIE FIREPLACE CHASE— DETAIL ! aw lws TPA a/2r/°' THE ALTERATION OF THESE PLANS UNLESS DONE UNDER THE oanwN uv:o.c°oFREv A-9 OPT. GAS FIREPLACE COND. DIRECTION OF A LICENSED ENGINEER OR ARCHITECT IS A VIOLATION OF THE STATE EDUCATION LAW, RULES, AND REG- — — ULATIONS AND IS A CLASS A MISDEMEANOR nATc: za APRa,z°oz -- ---- --- SHEET NO. (D DOOR SCHEDULE GENERAL NOTES INCLUDES SHIM FRAMING NOTES 3 L HIND DO IN BEDROOMS SHALL HAVE A MINIMUM NET CLEAR OPENiN6 OF 4 5GUARE j Eo 16 - FEETOTHE MINIMUM NET CLEAR OPENINC HElrHT SHALL BE 15- THE MINIMUM NET CLEAR KEY DOOR SIZE NOTES ROUGH OPENING 1,MICRO-LAM(M.L.)BEAMS AND TJI-D TO BE OPENIN6 HlD7H SHALL BE I b'.5ILL HE16HT SHALL Nor BE MORE THAN 42" -r- 0 X ENTRY HOO INSTALLED PER TRU55 J015T CORPORATION ft APP.,@ ALL ABOVE 6RADE STORIES, -767 o D I.. X RE51DENTIAL PRODUCTS REFERENCE GUIDE 2 -ENT Y HfbO 1-4-- 3/4"Xe-101/2" PROV DE 5/5"TYPE'X"ONE ON BOTH SIDES OF COMMON HALLS OF ATTACHED GARA&E, -715- 0 L X 2.HOLD FRAMINO MEMBERS 6'CLEAR orlb TOILET A AND REMAININ&6ARA6E HALLS i CEILIN6 2 0-NEL MASONITt OND,�,�HOHER.DIMENSIONS IN 'ED 1-,- 1. X�-1- . OF EITHER 51DE OF HASTE DRAINS AT TU ALL ANCLES ARE 45 DEGREES UNLE55 NOTED OTHEREN15E, 2'-2"x 6�-H` DIGAT PROVIDE PROPER BACKINC,FOR H05E BIB5,FIREPLACE MANTELS,PANEL MOULDIN6, 2'-&"X 6-11'. ARE FIR ENTER LINE Or ORAIN ON NON-LVL'5 ONLY INC 5 2fzLa 11 - -1.1 X 6�-Illl ALL NON-LVL F MATERIAL SHALL BE RAIL 5,VANITY TOPS 5 X bll-�OLD -1 '-10 112' -2 5PIRUCE-PINERFAfRTOCR BETTER 5.PROVIDE FRESH AIR FEED FOR FIREPLACE PER N'rS CODE. B ..5/4"X 0 4 - FIRST 4 SECOND FLOOR DECKIN6 SHALL BE 1, IF 6.OARAOE HINDON5 DO NOT REGUIRE LON E OLAZIN6. -1- fl 'RE 55 3/4"NAFERHOOD-OLUED AND 5CRENED E 6061, N SLIDER (�'-O Z4"X P,'-A 5/El" I C ARA&E ENTRY DOOR TO BE 314"HOUR NITH AUTO CLOSER INCLUDING METAL JAME. X A 5.51-06KINC UNDER PARALLEL PARTITION MALLS ABOVE 0- ta-o-X&--o 1/2- 5 M.C.P.O.=131/2"X 251/2"BOTTOM 0 48"APP� 3 ?,"Off &EgAN�F�k��RINC HALLE, (1068 X"-'1 112" a MALLS q.ALL NON-DIMEN51ONED HALLS ARE 6ARA6E EXTERIOR-5 112" X V E,_PO D 6.ALL JOISTS FRAMINO,TO BEAMS SHALL BE L VVERE�D BI-POLD 2-7 1/4"X 6-10 112' HOUSE EXTERIOR-51/2"; H005E INTERIOR-5 112"LINLE55 NOTED OTHER OV�;HE O.FROVIDE N15E 11 FIREBLOCKINE,0 e,'APP.MIN. X 0 1 VFRHFAP SUPPORTED BY 5IMP50N U210"METAL J015T HANCER5 LD U210-2"0 IIBL.JOIST5(U.N.0) x 51- LD 0 5INrLE JOISTS- 2.6 EXT.STUDS @ lb"O.C.,2.4 BRNO.5TUD5 4 KiTrHEN/13ATH NALL,o 6"O.C., j� 26&l E 6- �2,b�-] /W PLT.HT.a 15T FLOOR,51-1 Ilb"PLATE HT. 2ND FLOOR5-1),N,O� 14 -2i -OLD- 5 X 1--OL 2-12= INDICATED BEARINO PARI ITION5 AE30VE OR BELCH 4 PROVIDE SOLID 13LOCKINC AS REGURED 3 6-fO T/W HDR.HT,a 15T 2ND FLOORS-U.N.O. 15 5 X b PANEL MAE 17 A'��Jjft'-o 112* 5 6 2-2068 b.III PROVIDE SOLID EILOCKIN6,TO uNpERSIrsE 2i r,-1-MAbONTE 4'�2'112"X 6-11" OF FLOOR SHEA7HINO FOP,TRANSFER -10 E/8"X 6�-q OF POINT LOADS. 2 H15 _"'0"Nt 61 A55 2'-Q E/6"X 6'-D 3/4" q.JJOENOTE5 PLUMBINO DRAINS-MAINTAIN 12" FOUNDATION NOTES 20 2b6e, X 1-1 Xb-b�14" CLEARANCE TO FRAMJN6 MEMBERS 21 5068 X FRENCH SLIDER 5�-C 1/4"X 6'-e,5/5" 22 4 4'-1 5/4�'X 6'-In /7' NITE 2'-10"X I� X �NCH SLIDER q'-O 1/4"X(,'-b 5/a" I.CONCRETE 5TRENOTH AND REINFORCEMENT PER ACI CODES 24 b0bel - 1-0 b'-I 3/4"X 6-10 112' TRUSS BRACING DETAIL 2 MINIMUM 46"DEPTH TO BOTT M OF FOOTINO FROM FIN15H 6RADE 25 6065 1 x IIIENGH�NsNr, I el,-O,,x 6��b 5/ad4 3. X WE BITUMINOUS DAMPROOFINO PER NYS CODE 26 5'-1 3/4"X T-0 112" 4,5UMP PIT TO BE FIELD LOCATED DEPENDINO ON ORADE -2� x � '�I-H' N2A41LiDA_SOTAL BRAGINC Ovr lAl -2 M 0 OF 0 8L,l BOTIOMI CHORE"W"MW 5.5EHER MAIN AND HATER METER TO BE FIELD LOCATED 25 -X ll'�.ET 1 -12.1 NAILS ITYP.)*EA E NY2 /411 2 OF 131-111. 6,AINDON HELL 51ZE AND DEPTH TO BE DETERMINED IN FIELD AS REGUIRED 2q -X W 7-A-NEL7-.A-l5NITf­- +30'a TRUSS SPAIN U To N UP 7 CONNECT FOUNDATION DRAIN TO SUMP PIT C AT 14'@ TO BRAGINO TO BE 'LE b,0 b.FIR VIDE KEYNAY BETNEEN FOOTINC AND FOUNDATION OR 12"-4 50 X E7h-IN& -,REE AN TT.-5ESFA 48' 45 CIEC U X -11 5/11" -F-- E r UP To -51 X -6-VERHEAE) V DOHEL5.3c",O.c 5UMP PIT TO 5TOR 5EHER TO BE CONNECTED PER TOHN CODE 10 FOUNDATION DRAIMN5 5HALL BE LOCATED ON BOTH HEIDE AND 00151DE Ed OF FOOTIN6 AND CONNECTED TO 5UMP PH AT DA5EMENT CONDITION lb 11,3`0 TAMCO MONOP05T 11 6A.STEEL PIPE COLUMNS BY AKRON WINDOW SCHEDULE 'SILVERLINE 2900 Series' 0 FR0DUrT5 OO,'OP EOUAL FASTEN H/I CONCRETE FASTENER PER P05T EY TYPE UGH OPENING 12.FA5rEN STEEL POSTS TO HOOD BEAMS H/2 lbd NAILS PEP P05T 2X4LATE L,,Arl, TACK HELD STEEL P05r5 TO STEEL BEAMS A SH 3450-2 S-0 1/2" NAILED TO IDE 0' �Op 13.CONCRETE 5TREN&I­H 4 REINFORCINC,PER AC,L CODES B F 2850-3 T 11 1/2".5'-0 112" 50 TOM 1-1 0 MIN. tT c 5H 28 -2 5-4"�5'-0 112" 2-2d NA L P 14.J/2",P.10"ANCHOR BOLTS AT ALL ExrEPioR HALLS p H 2b,50 -'_5 F/2"x '- 1/2' 12"FROM ALL CORNER/OPN5-5'-0"0 C�MAX(MIN.2/PLATE) E Fx 5050 5'-0 1/2"x 5'-o 112" 15�FHE ALLOHABLE 5011-SEARING CAPArlTY USED F FX 5020 5-0 1/2"�2'-0 1 15' 0 FOR DES1619 PURPOSES HAS 2000`15F. P -7-116 3,-0 1/2"x I'- I I(,.REINFORCINC STEEL TO BE F�-60 KSIL H 5H IeSO I'-b f/2'.5'-0 1111 11.INSTALL F5-25 INSULATION TO 4b"BELON FIN ORADE j FX 5044 3'-0 1/2"x4'-4 I/ DIAGONALS FROM BIRACED > AT PERIMETER OF CELLAR EXP05ED TO COLD K 5H BAYS 2 - �REPEAT T BOTH ENDS Q) 15,LOCATION OF FURNAOE d HAT.15 APPROXIMATE AA SH 2646-2 TRUSS NOTES AND T 20'IN RVAL5 MCI R,PROADE 2 EA.-4 RE-BAR5 AT FOOTINC5 PEP 51TE CONDITIONS L 5H 3050-2 b'-O'x 5'-0 112" F 2820-2 5'-4'.2'-0 030 T _O L PROV�DE TEMPOR ENERGY CODE P 5H 5450 P ARY AND PERMANENT 4 1/2"x 5'-0 112" BRAG NO AS REOUIRED BY TPI HE3-qI A 5H 2bbO-2 5'-4"x b'-O 1/2" TERAL SPACES MIN. HEN YORK STATE ENER&Y CONSERVATION CON5TRUr 1ION CODE FX IN 12- 0. PA T 5 COMPLIANCE 4016 --7-0�1/2x T-6 i72�, 3,PROVIDE ADDITION ALL BRAC NO BUILDINO DE516N 61'ACrEFTADLE PRACTICE 5 H 5050 3'-0 112"�5'-0 1/2" RECOMMENDED By TRUSS MF6.AS T CT 5/4 5d-5 5/51Ix 21�11 ilb" SHOHN ON CERT.TRUSS DRANINO5. BUILDINO ENVELOPE DATA U EYE E3645 EUV2LOEE-COMEDRENT A' 'M" EXTERIOR.NALL JWE- V FX 404o -0 112, POOF/C LING R=24 R=2qA H Px 5420 3'-4 I/2'x 2*-0 1/2' FLOOR Vill R=205 X FX 2522 2--b 112'.1'-10 V� F UNDATION NALL R-0 Rm14 5LAE3,ED E INSULATION R=10 N/A y 5H 2450 2'-41/2"x5d-O 1/2" 6LAZ NO R-1.7 R-2 ENTRANCE DOOR 00 R=2,5 R= (C-R) F - WAVERLY PLACE INSULATED DEPTH BELCH ORADE 0=4b" Dw4,5" AD 5H 5444 SKY I&HT TIT W" _3'-4 IL2".4'-4 1/2" GENERAL NOTES 5KYLI&HT%OF TOTAL ROOF AREA 1%MAXIMUM 11% Ar, CT 5/c 3'-0 q/16 AD OT 4/0 L FIREPLACE SIZES A6 LH -06 -0 -7 DITE E P.O.HEICHT WOOD RD.HIDTH RD.HEICHT 12"x 7-0 1/2" "0 HIIITH Al IX 561 BC,36 41 41" -, -ll.� DRAM 51:J DOLAI N-1 4 BO-42. 47 41 _E/44 31fl C/_ _ /I " 40 1/2" A- � Al 2- SHEET NO. NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE PART 5 COMPLIANCE BUILDING DESIGN BY ACCEPTABLE PRACTICE 2--l"GYP. LINER PANE�- BUILDING ENVELOPE DATA 2"USG C-RUNNER— ENVELOPE COMPONENT NIMUM EXTERIOR WALL QUIRED OVIDED TYP.ROOF -18 TRUSS ROORCEILING -18.01 2'­0"MIN FLOOR R=29.4 BLOCKING 2'-0*'MINI FOUNDATIONWALL R=19 R=20.8 1/2"GAP 91 SHEATHING I"THERMAFIBER fNSUL.AT TOP 0 SIDES TO PROVIDE SMOKE STOP, R-10 R=14 --l"THERMARBER INSUL AT TOP OR 2-1"GYP. LINER PANEL U "'N 12,- SLAB EDGE INSULATION SIDES TO PROVIDE SMOKE STOP. Wt D: R=2 NIA 2"USG C-RUNNER ROOF SHEATHING LAZING -ROOF SHEATHING R=17 R=2.5 ENTRANCE DO R R=2.5 INSULATED DEPTH BELOW GRADE TYP.ROOF D-48" TRUSS SKYLIGHT R=1.7 R-3.8 BLOCKING SKYUG 1%MAXIMUM R-30 FIBERGLAS INSUL, R-30 FIBERGLAS '—ROOF TR9SS DROP TOP --ROOF TRYSS DROP TOP INSUL CHORD 2 FOR GYP.LINER CHORD 2'FOR GYP,LINER PANEL 'ANIL —TYP.USG 2 HR. FIRE BARRIER TYP.USG 2 HR,FIRE BARRIER 112"FIRECODE'C'GYPSUM PANELS 112"FIRECODE'C'GYPSUM PANEL -1/2"GYP.BE. -1/2"GYP.ED, ---ALUM. WALL.CLIPS ATTACHED TO METAL -WALL.CLIPS H-STUDS W/3/8"TYPE'S'SCRE, 1/2"FIRECODE'C' GYPSUM PAN -1/2"AIR SPACE PARTY WALL @ ROOF DETAIL KT� PARTY WALL @ ROOF DETAIL 2 ov NEW W/VERTICAL OFFSE TJI FLOOR JOIST y 0 "1 0. -PAR TY (D W/VER�7 I' LAYERS OF USC GYPSUM LINER PANELS J HORIZ�LIS WALL PLATES(TOP Lk BOTTOM o BEAD OF ACOLSTCAL SEALA TO BE CONT.AND CUT 70 FIT 'i , 10' POURED CONCRETE BLOCKING MUST MAINTAIN- E�CH SIDE OF C-TRACK WA'LL I"CLEARANCE FROM G.I.P. FILL./I"R W/ STEEL POWER -MA 'VEN ANCHORS 0 24"O,C, 1/2" ERWOO WALL PLATES(TOP&SOFT WA DRI 5' WALL SHF TO 8 CONT,AND CUT V-6" EATHING -CENTERLINE OF 2"LINER HORIZONTA ALUMINUM- 'PANELS @ PARTY WALL& SIDING FILL./I"R_M IL. I NT ILINI OF 111. WALL PARTY WALL @ FOUNDATE10' WALL 1/2"W FE 0--EAR11-1ALL­A-��� A WALL SH161WHIONOP 2"t SO STEEL W.40 FURRNG @ 24'GO HORIZONTAL AUUMINU�/ C-CNNNEL -E-DE I-L T.OVER M�TAL H-STUDS S DING -1/2 FIRECODE'C'GYPSUM ABELE 2"USG STEEL. 1/2"GYP, ED. 2 TO COVER H-STUDS Typ, Lli C-CHANNEL LI R ..ED D.D. A-w-AID. Nll"W'APNELS < --112"FIRECODE'C'Gypsum PANELS --2"USC STEEL 1/2"GYP,80- -------- H STUDS @ 24" MADE U,E ?INE'R"Gl'ANELS 13N EU/��'('R FIB GLASS----_ 0 C. -119, = Uo 2 A"USG SIE 2X4 WOOD STUDS F E �,��3'H"'SSTCURES.S*22/s,Do�C 16"0.C. STEN D /8 3 BIJ/L2 _8 C. �RFI I ITGLAS IN 7 ---2X4 WOOD STUDS PARTY WAI I (a P-YT IAI&LL DETAIL 16,O.C. MEM I 3 PARTY WALL @ EXT. WAL DETAIL limm ­8'FM ED CMC. 2­T EM W/HORIZONTAL OFFSET -D .01T FIREWALL DETAILS E 4'-0- GDADE DATE THE ALTERATION OF THESE PLANS UNLESS DONE UNDER THE DIRECTION OF A LICENSED ENGINEER OR ARCHITECT IS A OR-BY:D C,00FREY 1-T.11 VIOLATION OF THE STATE EDUCATION LAW, RULES, AND REG- D-1 ULAT)ONS AND IS A CLASS A MISDEMEANOR SHEET NO. 3 •, .. _ - � M_. ��--� .-^...-.. ..--• -+ ♦..ram-- ..•.1\r Jt' � CO T R AnO N CONST RUMION CODE PARTS CCMPUANC:E FORM RECEIVED . Building Design by Acceptable Practice jUN p, 8 2002 O TOWN OF QULt1vStU ULCDING t tBUILDING AND GODS ~ .Q COUNIM RCMTFECT,ENGIN7-EP,OR X}NIMACTOR 7HE Nt/GNH G2dOF PHONE: 518- ERIv=A ICANT: Shrlc PHONT_ . HEATING DEGREE DAYS (Table 2-1) ❑ 5000—6000 X[ 7000—9000 L BUILDING DESCRIPTION (Pre-qualifying Conditions)- If the building does not meet all of the following pre-qualifying-conditions, Pact 5 of the Energy Code may not be used. Binding is residential with-one or two dwelling units. - © Building is-less than 5,000 gross square feet- Building is three stories or less in height_ ❑,, Ratio of glazing area to gross wall area is equal to or less than 17%_ III. PROJECT TYPE 'X New construction ❑ Substantial renovation of existing building ❑ Addition to existing building ❑ Exempt(7810.6c) ttiO� NEpt lot IV HEATING SYSTE�4TYPE --as-fired l-tired l cat pump Elecu IC j6intSeal-Ing: 7814-100) Joint I-OCZ311011 SczdantT)pc Spcclficd PlaiVSpcc- Rcfcrcncc Windows Polycell , Doors frames t4eatherstripping Walls at rooffceiEng Walls at floor:/found. Polycell Wall panels N/A Utility entrance Uleatherstrippinq Penetrations Polycell Other Other Air Infiltration Barrier: 7814.106) Location Required? Specified Plan/Spec- Reference Walls yes No-Cedar Sidinq Other" yes 1 no Fireplace: 7814.10(k), Requ ired Specified Plan/Spec. Reference Outside combustio n Yes air duct with damper Flue damper with max-20 cfrn, or damper <20 c-f-m- damper and non-combustible doors Gas fire-place ignition NO V1. HVAC PERFORMANCE: 7814.11 (Table 5-3) Equipment Minimum Performance Specified Performance Plan/Spec-Reference Furnace 70% AFUE 90% Boiler Heat pump Central air conditioner ti Temperature CC)ntr<Dl Required Specified i Plan/Spec- Reference Tberrn<)st2tc---cb Yes dwelling unit Shut.off at each Yes ternunal unit Thermostat Required Specified Plan/Spec. Reference Minimum rarae Yes 45*F-85OF Deadband Yes range 2� S' Automatic Ye:; capability Mill. DUCT SYSTEMS: 7814.13 Category I Required Provided Plan/Spec.Reference Duct > I"thick NIA in conditioned space insulation R-33 in uncondtioned space Transverse Scaled Yes joints lY, VENTILATION SYSTEMS: 7814.14 System Type Required Specified Plan/Spec.Reference Supply Damper at envelope Ye Exhaust' Damper at envelope Yes Supply on/off switch Yes anon switch Yes PJPMG INSULATION- 7814.,15 Piping, Type Insulation Provided P]3n/Sl)cc. Required Reference Heating distribution" NIA Service bot water" L 3/4" N/A 'Does not apply to runouts- "'D6es not apply to piping with diameter less than or equal to_v4"inch_ X1. SERVICE WATER HEATING: 7814.21 (Table 5-4) Performance Requirements Wacer Heaters Minimum , Specified Plan/Spec. I Performance Performance Reference Storage EF* > .93 --00132V > _,93 Instantaneous N/A Pool N/A Controls Category Required Control Control Provided Plan/Spec- Reference System automatic control Yes System temp--setting range 140 degrees max_ Pool beater ID, N/A Pool beater on/off s%kitcb N/A Electric water heater separate switch N/A Gas/Oil water beater separate valve Yes X11- ELECTRICAL POWER: 7814.31 Category Required Specified Plan/Spec- Reference Electric meters j Ezi. dv,,cllin!� unit 1 \1,e:E EX='IOR. t-VI.LT- OP'4-CUE FRAKED *ALL: qrORKSHEE- R-V4 I Q-e i R-Va I U4 Insul atgd I ContzrUction FCAM-44 -CIO 10 tf ".fir ii4l' llli I 1 '��f 0.6s fc-t-'A*ic File, .. ...... 0.68 -45 1/2- GYPS= Bd- -45 11411board - - --- - - - - . .19.00 . . 6`• Bt ____ , . . . . ... . . stud, -54 . . . ..... . 1/2" Waf erwood .54 . . -65.... . • iding 65 0.17 t 1,i r Flea t 0.17 21-49 R-Total 9-36 ""Iated Friction- Frac-ea Fraction R-TotAl InIVIAt4c R-Total Fr4=4o .15 21-49 9-36 t -056 '(411 stud spacing f 11%4uI4ttd FrActicc Framed Friction 12- O.C- 17 16" O.C. . 15 10-C EASEHENT/cELLAR wkLLS: tORKSHEE- @ stairwells With Ext GonxtresCti on «i th Int. coaDactect Unsul ation ts 0.17 .. . . ...... Ext. Air Files None - - - - --- -- - Exterior 'r ini 5 ti -- - ---- - - - - - Poured . . .. . . .... . . Sloct (Coacrerc -- -L-72- Core Insulation -any)- - -- - ----- - - -- -- ---- - - I-IIA-max s a 14 t i c C% .......... (ext. or int.) None Interior Finish 0.68 .. .. ..... . R-Total - --- - --- -- tj w R-Tot-cl v 13-37 Depth 8eiax Grades 48 r, EJ,SEKFVTICEL%_AR WALLSz %OP,KSHEE- " R-Ytluc = R-Yaicc with Ext_ t Ccactractioi i with (nt_ _ to=y2jta.oa � Coacaa�atz - lnsu7itioct c • ( 0.17 0.17 •. .. . ,»....» i Ext. Air l=ilc t . ...... . . . ++ { t ! None` �y ( » » - - _•» ..- Exterior Finish 8" Po,..,.{.ed y • - .•.. .. t blocK (Concrtze) . . _..� . .... ° = Core (nsvl ition !j tasvlation es. e 07- None .` 0-58 t 0.68 a a lnt, Mr Files — _t 13.57 .. . . _, ... R-Total ........ . . w R-Total I c: uw Expaturc Xbovc Crtde -� « Depot 6cl o«r Crtde .[ 48 .y OPACUE FPA iED F;-SrP: vORKS?-E--_- 27 L Ins ul ate o C40nxtruction Framec Area ccr-zonents 0.92- 092* - --- ---- - FKt. Air Film . . .... . . . 6 44 Batt 19.00 11 7/8" TJIs @ 24 01 - -.'. Joists 14..84 3/4" waferwood -93 Cub-Floor Floor 0.92 int. Air Film 0.92 21-02 - . ..... . R-Total 16-86 Insulated Fraction— Framed Fraction— 0 R-Total Insulated R­Tot2l Framed -95 -05 21-02 16.86 048 For vented cra"I space, use R 0.17 for ext- air film. Floor, Joist Spacing (nsulat ad Fraction Fractac Fraction 12" O.C. -87 13 16" O.C_ _ l -90 GOOF/CEILING iY£NIEO) = 7ORKSFEE 1 R-Y41ve I Insulated 7 Conatraction Fraaed t `- l+rea I _ Co.tpaneaLs W� eer ! .0.17_ . . . Ext. Air File -0.17 30_00 9" Batt ! ---- 12-00 Overlap • -2x4 bottom chord @ 24" oc 1 4.35 -45 1/2" Gypsum Bd_ _45 ... .... Witllboard ....... tat. Air Filet ___3i:23_ R-Total _.17.58 . tnsvlatad Fraction* Fraaed Frietion- r R-Total :nsttlat4d ota7 Fraaed u -93 -07 r ` ' 31.23 j 17.58 -034 Roof Joist Spacing Insulated Fraction Framed Fraction- 12" O.C_ .97 . 13 76^ O.C. .90 ,70 2i^ O.C_ .93 .07 i t I {