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2002-329 (2) CONTS L4 RNrr TW N CONSTRUMON CODE -. PART.5 COMPUANCE FORKS APR 3 0 2002 Building Design by Acceptable Practice TOWN 01=QUEENSBURY RUIL®ING AND CODE UILDING �'y DDRESS: W ��1u t'Mce DATE-- !?A� .RCE=CT,ENGINF OR )ONTR.ACrOR. 7"H NtiGrlA &IWUto PHONF_ S 18-- ER.2v1IT APPLICANT: ShnJ 6 PHONT_ . HEATING DEGREE DAYS (Table 2-1) ❑ 50M—6000 ❑ 7000—9000 J. BUILDING DESCRIPTION (Pre-qualifying Conditions), If the building does not meet all of the following pre-qualifying conditions, Part 5 of the Energy Code may not be used. Building 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.wail area is equal to or less than 17%_ Ill_ PROJECT TYPE 'X New construction ❑ substantial renovation of existing building ❑ Addition to existing building ❑ Exempt(7810.6c) of NEB;!r o� IV. HEATING SYSM.4 TYPE = Gas-fired Oil-fired E Heat pump Electric J6intSealinq- 7814-10(i) Joint Location Sealant Type Spcclficd 1'1-1jVSPcc_ Reference Windows Polyce 11 Doors frames Weatherstrippim Walls at rooffceihng Pol yrf-I I Walls at floors/found- polycell Wall panels N/A Utility entrance Penetrations Polycel 1 Other Other Air Infiltration Barrier: 7814.106) Location Required? Specified PlwVSpec. Reference Walls yes/,no No-Cedar Sidinq Other yes no Fireplace: 7874.10(k), Required Specified Plan/Spec.Reference Outside combustion Yes' air duct with damper Flue damper with max-20 cfm, or danger <20 c-f-m- damper and non-combustible doors Gas fireplace ignition No Vt. HVAC PER;FORMANICE: 7814.11 (Table 5-:3) Equipment Minimum performance Specified Performance Plan/Spec.Reference Furnace ' 70% AFUE 90% Boiler Heat pump Central air conditioner HUL: 7814-12 Temperature Control Required Spcaifie-d Plan./spec- Reference 71crrn<)st2tc---cb Yes dwelling unit Shut off at each Yes terminal unit Thermostat Required Specified Plan/Spec- Reference Minimum rang, Yes 45"F-85°F Deadband F Yes range > 5* Automatic Yes capability VIII. DUCT SYSTEMS: 7814.13 Category I Required I Provided PlanfSpec.Reference Duct 2: 1"thick NIA in conditioned space insulation R-33 in uncondtioned space Transverse :Sealed Ye.s joints IX. VENTILATION SYSTEMS: 7814.14 SystemType Required Specified PlanfSpec-Reference Supply Damper at envelope Yes Exhaust Damper at envelope Yes Supply on/off switch Ke�... Exhaust on/off switch Yes I P.IPI*NG INSULATION: 7814-15 Pliplingf, Type Insulation Providcd P]3n/Sl)cc. Required I Reference Heating distribution- > NIA Service bot water" 3/4 NIP. -Does not ar)� ply to runouts. "D6es not apply to piping with diameter less than orequal to 3/4"inch_ XI. SERVICE WATER HEATING: 7814-21 (Table 5-4) Performance Requirements Water Heaters Minimum Specified Plan/Spec_ Performance Performance Reference Storage EF_ > 93 --00132V > -93 N/A Instantaneous Pool Controls Category Required Control Control ProvidedI PlanfSpec- , I Reference System automatic control Yes System temp--setting range 140 degrees max_ Pool heater IM, Pool heater on/off s,.ki-tcb N/A Electric water heater separate switch N/A GWOil water heater separate valve Yes XII. ELECTRICAL POWER: 7814.31 Category Required Specified # Plan/Spec- Reference Electric meters Ea. d-c1ling unit Y C. r a - ter:I ..ZOR ("v-"-.r.T GPf.CUc rRAK£D VALL= wORKSI-!££- R-Y41ot 1 1 R-Yalu+ lnaulatwd ' " Caaaztuction - Fraeao - hrsa _ Ccaoon.nt f ht�a 0»68 /gll tnt �;it Film ti l� : .. ....... 0.68 .45 1/2" Gypsum Bd. < . .- -45M .... Y4llboaro - - --- - - - 19-00 2x6 C 16" o_c. - 6.87. . ... studs - ----- - - t _54-.- . � l" Waferd -54 { i I , .65 t1.z.zlysl-i d in 9 . . ».:65 0.17 £zt Air.. F;lea 1 0.17 2149 ._ _ `_ { - +9 -36 I R-Tool U fn:ulated Fraction F'r:ceo Fraction; R-Total ( nsulat<C ft-Tool Fraceo UR �8C; .15 21.49 t 9-36 K -056 Kal1 Stud spacing (" %Ql4t4d rr4cticr. Fr:ri`ed Friction 12" 0.C_ . .b� _ 17 a 16" O. C. .85 . ] 5 i <"4" 0_C- .Bb .12 BASEHENT/C£LLAR WALLS: toRKSH££- @ � airwells R-v.,l ae a-Y•t�;� witty Ext. CaastrvCtioa .cith int» ' tasylttion Coaaan�nts � lnsalation �- i Ext. Air Fi l c ._ _ •' None -- - --- - - -- Exterior rinish - - - - - - - - - - 8" Pour-ed � t . »_ . . _ .. ; 8l'oct (Concrete ) j . . .L72_... a Core {titulAtlon f . . . . ... .. . 1 (;f any) ; . . . . .... Ali R-frex 1 - lasalttion o. _ (axt. ar int. ) ......... - - I�Ione � - -_.. ..... latcrior Finish ......_.-. (nrt f.ir Flea _1 .. .. .. .... R-Tot. l . .�3 .37 . u . w R-Total Ezpo:urc Above Crade 8 « Depth 6clo" Crxoc - 48 �� e i - i EAS£H£HI/CELLAR VALLE: %OP,KSH££- " R-Yaluc R-Yaicc with Ext_ i1i CcactructiCa With fat- ' Iocul4ti•on Insulation * 1 0.17 0_17 j Ext. Air Eilr- ; ....- ---- -t None i . . . . . .. ... . .Exttricr F i n i z h 111• a y U Poured � • .. .. � sI OCK (CO nCrC LC3 . .,,�:72. ._.. a Core tnaulttion 4 S( (nsvlation f/ -4o -- o. ( . or i at. 3 4_ - None fatsriar Finish ._-__ 13-87 .. .. ...... R-Tot s l � . ....... . . fj t .c R-Tots i vx 13 -S7 �C74 Expocurc Above Grldc •. $ « Depth Scl o" Grade 48 OPACU£ FRAt{£D FL50R: RORKSFEE L �- R-YaIue R-Yalvc = _ I � Insulataa Construction Fraoec Area Ccc-�onents _ Araa i ! ` 0.92* i 0.92* • i Ext. Air Fiim - 19.00 6" Batt . . . . ,. Inx'u1 :Lion .. . . _ . _ 11 7/8" TTI`s @ 24" O_C� ---_ Joists _ 14.84_ 3/4" waferwood i 3 ! _.9. .... . ... . Sub-Fl oor caret �dnyl I -n =--. . ... in. Floor . 0.92 0.92 Int. Air Film .21.02. R-Total 16_86. . Insulated Fraction=* Fraaad Fraction— s 4 • a . R-Total Insulated R-Total FraRad 95 05 o "".048 21.02 16.86 t For vented crawl space, via R 0.17 for ext_ Air film. ** Floor .foist Spacing Insulat`*d Fraction Frxaed Fraction 17" 0_C. _$7 13 16" O_C_ _4D 10 t ROOFICEILINC ZVENTED; : i(ORKSHEET loll,, tInsulated t Construction # Framed Are4 CQKbanen"Zz t scree 0.17 Ext. Air Fi 1 0.17 Ca Batt ---- 12-00 Overlap -* (qlulAtioa t .... 2x4 bott-cra chord @ 24" oc s4-35 . . . . .... . ---- Joiltz t . . .. .. . .45 1/24' Gypsum Bd.- -45 .•........ .... VallboArd ........ lnt. Air Film 1758 R-Total .....-. . 10:1ulated Fraction* Framed Friction- R-Total :n%uj4t4d R-Total FrasKed 'U .93 -07 -034 31.23 17.58 Roof Joist Spacing Insulated Fraction Framed Fr&Ctio4;:. O.C. .90 .10 74" O.C. »93 .07 42'-01. 2.1 GENERAL NOTES '2' 2 12'-4" 1, HINDONA IN BEDROOMS SHALL HAVE A MINIMUM NET CLEAR OPENINO OF 4 500APE FEET,,T E MINIMUM MET CLEAR OPENINO HE$rHT SHALL BE.18',THE MINIMUM NET CLEAR 7'-2" 4'-04"' STEP d RAIL, 31" OPEN Nr,HIDTH SHALL BE lb'*.51L HEIC ITT SHALL NOT BE MORE THAN 42" AF,F,a ALL ABOVE&RAPE 5TO RIFE. PT.HAI-r-OUT E3 Y 2,PROVIDE 5/5'TYPE"X"CW5 ON BOTH SIDES OF COMMON HALLE OF ATTACHED CIARA6E, 7 AND REMAINiNIF 6AR11,6E HALL5�rEJLING ®r- 5.ALL.AN6LE5 ARE 45 PISSREE5 UNLE55 NOTED OTHERFIN15E. jB. K 4.PROVIDE PROPER SACKINr FOP,HOSE BIDS FIREPLACE MANTELS,PANEL NIOULDIN5, RAILIN65,VANITY TOP5, FLAT�-A) ' _�,AIIT�,I0�� ——-------- 5.PROVIDE FRESH AIR FEED FOR FIREPLACE PEP.NYS CODE. In.CARAKE NINDOHS DO NOT REOVIRE LON E&LAZIN6. 7.OARAOE ENTRY DOOR TO BE 3/4"HOUR HITH AUTO Cl-0551, NCLU KITCHEN PINS METAL JAMS, VAULTED 2'-0" El.M.r.R.O.r 14 112'X 24"E50TTOM 0 45"AFF. VINYL FLOOR q ALL NON-DIMEN51ONED KALL5 ARE:&ARA6E EXTERIOR-3 112' U HOUSE EXTERIOR-5 112"; HOUSE INTERIOR-5 1/2"UNLESS NOTED OTHERN15E R, I , MASTER BED IO.PRO IDE FIRED 06rINIS 0 5'A.F.F.MIN. E DINING 6 0 VAULTED 11,2.6 VXT.E7UD5 @ IFV O.C.,2x4 BRNO.STUDS 6 KITCHEN/BATH HALL5 @ lb"0,6, VAULTED rEILIN �l 1 2 4 PARTY ALL FRAMIN6 0 16"O.C. @ F6 n 0 12 b'-I 1/8"PLT,HT,a 15T FLOOR,b'-1 1/5"PLATE HT.@ 2ND FLOOR15-U.NC. 10 1 la"PLAT D, 13.("-10 7/5"HEIR HT.0 15T 4 2ND FLOOF.5-U.N.O. BALLOON LU L AT LEGEND GAI 1,0, FRAME-.LL5 FAMILY @ 5MOrE.DET"_ DVR e 5-4 C),11 1/5"FLAT r--I OP _Top, i VE I 'S VR OPr.SNACK BAR TOP PLANT LEC 0 q 0 21 I is.. LAT 4 HALF --ux 5 401L 361, H/HD.cl IND R.. SHR, BC-36 1 41 41 Br-42 1 -AV�=V W'r- 42-0 > �ABOVE 1 7— OPT.36"PRE-FA5 on FIREPLACE I A Y BALLCON— FRAME HAI I L q J7 7 L7 'dL-- F 1 4— 1 41'- r-I--,A�OVE _TILED 1/2 RSALL L-L 7*-21 K�TEM .OLA55 PANEL R., SEE DETAIL TH15 SHEET LL- I T PLAIT SHELF LUXURY BATH CONDITION 11—L L ��N N�F L L AS RE Ep /CU- 112" AL _�"?Hl: L L- "�:11- R STUDY LL 11 1/11"FLAT L PROV DE 5/e,*TYPE"X'*rHB ON BOTH A vt BED#3 RPE5 OF COMMON HALLS OF ATTACHED FOYER- 11 OPT.HAL<-CUT B/Y 0 RA&E AND REMAININC,&ARACE HALLS TILE ql 1/5"FLAT TUB/SHOWER WALL DETAIL AND ENTIRE CEILINO 44' S�Rll 5�3f',-,o,,3, 3/4-=I'-O�- I Lo 3W 15 5RD, b BATH BATH EICHER VINYL LAY P VV 1p--------- T "1 -9 18 AN VAN PT.12"TILE SEAT f"' a, GARAGE 51/1 5 11 1 LIN, LIN, D a) SLOPE CONCRETE 4" CoNcRE Ic n, 3*-51*' < 2V-2" BED#2 Lj T j3-2.1,RT. "'BED 2 rEDAR INRAPPEP I/B�FLAT T COLIM111 u 0 (D R, P *LNr =BS4 A4 10'-5" ILI —0— op OPT.!�tLK-aTj5AY OPT.HALr-OUT BAY r T, rr T 7-1r,7 7 11 O,� 0 T, FIRST FLOOR PLAN & llm� ABOVE ABOVE 3'-4' 3'-2" WP321 SAGE 2 V-2' 5'-8" 2'-0"1 I,_1, 2'-0" OPT.BED#3 COND� ---------- OPT.SHOWER AT MAIN BATH -n' 10, DATE FIRST FLOOR PLAN DRAIN UY 1.00— A-2 ------------ lA.UARl 2.2 SHEET NO. —ROD'TRUSSES.2a' O.C. �--NODE VENT �.--RIDGE VENT GIRDER TRUSS 2X8 RID E BOARD 12 \ -� \2,'OV R.FRAM NG 24"O.G 2x6 ERFRAMING 24'O.G. PROPER VENT(iYP) - — - 10�"HEELIN IPA j 35 2-2x12 12 — o� EEL 12 5 351 12 O"O- o U yFicz P DROPPED BM. GIRDER T-E,5— BED. 2 BST D FAMILY DIN NG FOYER PaEa= KITCHEN B''g" aEBa.= R-19 0 RIM JOIST(MIN 8"THICK SLA 2-9 I/2" '/� DROPPED M.L.M BM, G2-q I/2"M.L.DROPPED BM. I� FAS fEN TO POST w/ED T-Ta` CELLAR B B8 I 3 STEEL PIPE COLUMN CELLAR �13 Ed R15ER5 ®8"EACH 4"CONCRETE SLAB 4 I \— RIDGE VENT BUILDING SECTION TMCAEHED SLAB PER END. 12 BUILDING SECTION ROOF TRUSSES 0 24-O.C.--- lo I TYPICAL FOUNDATION WALL ASSEMBLY: HEEL 55~I�I._I. _ TYPICAL ROOF ASSEMBLY: RIDGE ENi -BITUMINOUS,DAMPPROOFIN6-— 8"POURED CONCRETE WALL:3000 P51 OPT.OATH CLUE, -220-'IKO'FIBERGLAS SHINGLES 12 -3-1/2"FS-25 BLANKET'INSULATION,R-I; -I5n BUILDING FELT ExTEND 48"BELOW FINISH GRADE -ICE 4 WATER 5HIELD MEMBRANE-33"WIDTH 0 FAVE 6 -5'A6"CONTINUOUS CONCRETE FOOTING:2500 PSI e'-1�" L a ABOVE HEATED SPACE AND ALL VALLEYS VV2 44 RE-BARS PER SITE GONDITION5) BED 2 w -1/2"WAFERWOOD ROOF 5HEATHING W/H 6LIP5 024"O.G. POURED EITHER INDEPENDENT OR MONOLITHIC W/SLAB � U-N J -N.Y S.CERTIFIED ROOF TRUSSES®24"O.G. > 7� -R-30 KRAFT FACED BLANKET INSULATION TYPICAL CORNICE ASSEMBLY: 1'-0 L j -METAL DRIP EDGE Q -N.Y S.APPROVED ALUM.FASCIA ROOF J1 10�'HEEL TRIF}iE5®24.O.G. -2,6 5UB-FA56IA Ia B5 -12"CONT.VENTED VINYL 5OFFIT T T" / \ O PT,WALK-our CELLAR II= �—./ ry 5/B"TYPE'X GYP BE,TO BOTH SIDES 1— r✓ 10'-I OF COMMON WALL5 OF ATTACHED BARABE TYPICAL EXT.HORIZONTTA.VINYL 51DINC, THING REMAINIWNADIbL TYPICAL 1ST FLOOR ASSEMBLY: 4 BUILDING SECTION WALL ASS MB Y. g,-I AND EN IRB OARAOE CEILING AND _ WALLS IaING I STR. BDRM R-20 GARAGE -FIN15H FLOORING PER PLAN -INFILTRATION BARRIER To BE 2x -5/4"TIC,FLOOR.SHEATHING-GLUED b SCREWED _ I/2"WAFERWOOa HALLFIN FLR I LAYER 5/B' -II'I/8"T,IIryRO 120 FLOOR JOISTS Eo 16°OL. -2xb STUD WALL N 16"UC. TYPE GYP BOARD 5-1/2"BAUINSULATION BUILDING SECTIONS -4 MIL POLYETHELEFIE V.B. 'i-q I/2"M.L. - WP321 SAGE DROPPEa E31M. _ B"PCUREU GONG.VNLLS -1/2"GYPSUM BOARD - 4B^MIN OW II CELLAR PROVIDE 2x I--CONC.FOOTINGS o 4 KEY WAY OR 12" 4"CONCRETE SLAB P.EVlsloe: ..__ scALc:1/e'vr_a. H. oar a4 DOWELS 9`0. O.G.R CELLAR _ GOND✓48 SLAB COND. ... T/SLAB _ _. ... IMBEDMENENT INTO FOOTING AND FouNDAnoN wALL(rrP.) BUILDING SECTION/ oN^°M BY D GDDFPFY --_-_..... A-4 iV—� All, zs SUITe C',2- -- SHEET NO. &AF TIF-FILINE 25 YEAR A�K—TDRAL 5HIN6LE5 ALUMINJH�O 2,6 51.6-�IA 5DAR�UT TO AA4H F�PDN CIRCLE TOP L�R-56D 1-1146 FYPON DAHLONEDA HOLO5D 'LR-ARD5 12 NINDON HEAD FRONT ONLY AAERE—N — AUUMIH,IP NRAPPE�FRIEZE ROA—) 6 F HORIZONTAL VINYL 51DIN6 10, 7L'�P`D-LE I'�07 NIN- H�7 fyF ON DA T 0 AL MLNLP N:.PP NO Z_ F-T F-1-F-1 PL T.1-1 F OF r.TRA16OM5 LJ-L -1 J L-J LJ "LIF Ell E3 E3 FM E0 E3 M El ED N- .....----------------- E K c -1 FIN FLOOR FIN.11001- T7TL TZ PLATE ----------- �Y�-ALTON COLONIAL A�. MASE E,,,,I—IT�LAIV�1�1 DOOR 1.6 R.5.CEDAR-1. AD 5--N- BASEMENT WINDOW I D P�L OVERHEAD DOOR C4"��116HT ELEVATION BSMNT FLR,j, L -------------------- �FRONT ELEVATION .......... 12 6 7.4 12 61 uo p j > TH15 k'LALL 15 COMMON TO Al:)JA(:,r=NT UNIT Lij �T Lj D IN I -F U 0 BASEMENT WINDOW BASEMENT WINDOW' LEFT FLr='/ATION i 1p,�AR. r=Lr=�/ATION 1 1 1 \�,�-5 ELEVATION KEY 3 1 CONCRETE PORCH SLAB 6 32 STEPPED FOOT NO 6:5''STYLEMARK WCH�6-CNQStKEAO`�- -------------- 3,3 BRICK VENEER 6,1 ALUMINUM FASCIA E.16VINYL J MOULD WINDOW/DOOR TRKA EXTERIOR ELr=\/ATION5 6 2 rA78RICK MOULD @ ENTRY DOOR 6 �.4 KDAR TTR!M 8 WP321 SAGE ,3 61 5,4 C 8 C DAR R M CUT TO ARCH 7 CDAR TR IM I HORIZONTAL DBL. 4 VINYL SIOI14G 6 C 1 x8 CEDAR TRIM RIPPED TO FIT 7.2 METAL FLASHING 56 AN YL BAT-N-8 ATTEN SHUTTERS 7:3 DI VERTER STRIP 6 7 8"SQUARE FIBERCL ASSIC COLUMNS 7 4 COMPOSITION SHINGLE ROOF DD DATI 1�5 RIDGE VEN r -------- 6 6:11'6'HOOP KEY ,12 CEDAR TRIM - CUT TO ARCH 7�7 A-5 6 2 2 CEDAR TRIM KICKBOARD 78 CONT. VINYL.SOFFIT VENT 6 1 3 VIN YL INSIDE/OUTSIDE CORNER BD 7.9 7.10RECTANGULAR LOUVER VENT-P.0-22'.32" DAIL: 5 APRIL,2002 F—------- SHEET NO. 2 _W T► V g,_2" II AGCE550RIE5 LI5T b 6 0 A2 Plot Unit >•of Net A2 I.15" ID Length Product Qo= 5� � Bn _ Qt Plle �-Eoov, 1.75" Pc1 2q' Il lSail V /B"rTJ�/Pro-I2Oi5 J2' Pc2 26' Ill/B"Till -120TSJoist w�aavw PP34 I65 ' 11 ll/B T J II/lPProo-111120T5 ot P5 Ill/B7JJI/Prre-200T9 Joist Pcb 5' 11 /Bi/Pa2T5st 2I aE a5-r E E 3' IIlTTJ 1 2 ©5nUo` So 2 /,, I 11 JP20Toloki5Panels P5l I2/4" l 8" P o- 5 B n IS 1 I5 Rml q4' II l/8P - ITjt` a120T55Rm2 I6x 1I/4"xIIl/B .E aR 5hl 4' 2302"O5B 53 1 538 a E 6 . HANGER L15T-51mp5on Strong-Tie Company,Inc.0 a_ I I I JSI I I I I J3 I I I JI I I 18.4"I I I I I I I I I6 P1) �Product Label To Nails Face Ncib Member Nalis Notes • I dl I H .J4. HI 61U51.81/11.88 8-NIO Q)(5) _ Ll - Hpngqer Notes: e �- - (I IRdicate5 non-stocked hanger (5)Backer Blocks Re,uwred H2 H• SYSTEM WARNINGS LEVEL NOTES I r I JI2 1 I I I I I I ( I I I I I I I I I I I I I I I WARNING!-A skewed and bearing exists File None:Sage.JOB lJII I H For-Is joists and rsgvires skewed end cuts. Level None:First Floor Plot Date 10/31/01 15AI SYMBOL LEGEND Design Date:10/31/01 15140 Drawing Scale:IN = I' J Till Joist Type Job Status: N A3 M Rectangular Product Type Faundatln._foundalien .� M2 I,25° Ll5° _ First Floor...Read to Plot Bearing Wall 10/3i/01 15:40 y __ - �� BTIT A2 - NOTE:Level design times indicated obove (r Ll5" X Column(CBO) s ackiS pperc levels motrhpve earlier I I I I I H Hunger Type desi imes. L) I I Hal Design Methodology: A5D Paralle Closure Type Floor 0 ps Area Loading Is: .l 4f Live Load (n Bk Blocking Type 12 psf Dead Load V 1 a _ Eb Extra Blockin Maximum Joist Deflectin: II t REQUIRED BEARING LENGTHS (Lineal boardglength for pmels L/480 Live Load J different from the O.C.spacing) U240 Total Load L!J . J2 J2 Bearingq Wmnin #Label Le th �^ Rim Type TJ-Pro Rating Information 4 g n9 Weighted Average: 51 M3 Paint Load Lowest Rating: 41 1 UI MI(29) 3.63° Highest Rating 56 -l- 1 - Line Load Glued f NailedDeckin is Assumed -L °- 3T `T Q2 MI(29) 3.55° -- q�,ea Laad Direct Applied Cei'inggis Assumed ! , O J2 Floor Decking:23/3 O513 UJ I]5" ( MI(2g) 3.9" O Qetail Caliauf Label ) Normal O.C.Spacing=I6'4 (See Builders Guide or Pocket Guide Default WaII/Bean Width:8",. . . He ers not listed r uire :2 r., °� � � _ Bearing Width Lobel Standard Rim:Rmix v 1.5 of berm length. ' -------------------- ' Joist Layout Symbol Standard Blocking!Bklfi 5uppml widths provide ( < adegga.bearing for O Wall Header/Bearing Width Warning TJ-Xpert 6.14 (tt677)A MEMEM products not listed. C6.14 D6.14 56.14 P6.14 J015T AND BEAM LIST *Unless noted otherwise Plot Unit d of Net il Lend Product WP321 SAGE JI 30' II l/8°TJI/Pro-120T5 joist 5 I 5 J2 2q' II l/8"TJI/Pro-120T5 Joist II II J3 I 28' ! T 2OT5 Dt r-120T5/P J4 I J5 2 B"TJPa l5" B TJ/Prao1205Jat J6 23 ° JI/Pr2OT5 Distt 2qIII III 2qIII aLE /9'=i a rvo. RENSIary OaIE -�-! �-U-►•N 2o'-n" Jl 21' I!l(B TJI/Pro-I2OT5)Dist 2 2 JB 21' II l/8"TJI/Pro 120T5 Dist 2 ! 2 _ JJIq 2 11 V/8B°TJPo:120T5joist a.cooev OIS0 IIliJI/Pro20T5 — Dist 4 4 - A-� -- JII 5' 11 We,'TJ!/Pro-120TS joist 3 I 3 necrvEn rr.... JI2 4' II l/8°TJI/Pra-12OT5�Dist I __......—_..___. MI 43' 3/4"x q I/2"I.qE MI6r0ollam LVL 2 2 M2 25 1 3/4°x q 1/2"I F Mlcroliam LVL I 2 2 u�rE ,rvou<msER,zoo --- -- SHEET N O. M3 15' 1 5/4"x 11 l/8'IAE Microliam LVL I 5 3 l.— � E RAKE OVERHANG 6 o P2 EP`s 6:12 6:12 STICK FRAME GABLE END-- Q u c c#E _2x12 P.AFTERB P]4'OC. i PB nT y� 6 2-qLb NEADEAY 10/I 2 2-HDR. (2)2.1 HDP,. (^OPT. -OUT Bar - (2)2x6 NDR � � °$<n'� E.1 EUB FA9C A R. PT-9GR — "- (2 2x12 HD R,bGE V N nn F-I I I I z I Im 1 1 1 1 1 1 1 1 1 102 N ICI] F __ 6'�s m J } "' VERTE 10:12 10:12e a z I I I ( I ( I > TT1 ns mry 0:1 ry m CCE -FIRST L NOTE LAYER OF UNDERLAYMENT I ( I I I TO BE GAF.ICE'1 WATER.HELD _ (SHADED)P EAVES OVER HEATED zl I I 13 3 SPACE 4 ALL VALLEYS I—I—I — — ""-6"RAKE OVERHANG Tl tl I — — J' — ROOF PLAN SCALE•1/16' '-O' '� 12/ I I I I I I I I I I I J b y -2 RAFTERS C 24 bG. OPT.WAlt6'.OUT°BAT W�Q Q W 6 DE. NOT) 00 SHADED AREA DENOTES--� HATCHED AREA DENOTES 2x6 n, -x6 RAFTERS RAFTERS P 24 O.C. CLIT BACK—FERwbOD SHEATHNG 6 TO AL LLCWtEFOR 4ROOFOVENTIA.T NJ ®® RT-4GR ° - ROOF FRAMING PLAN WP32165AGE 0 p 2x6 SIP-iABCIA vi m E ..ON alE: /8 t 0 NO OhiE — — m ....__ _— �4--:- 10 I/2 tlanwN BY o GOOfaEv.. ROOF_ FRAMING PLAN A-9 TRL15E T ....._ ____ .... 7PTTi�r'T Ti➢ ROOF TRUSSF5 @ 2A"O.C. DATE. 2<APRIL.2002 --- ............._... ....---- HEST NO. (D DOOR SCHEDULE GENERAL NOTES INCLUDES SHIM FRAMING NOTES A I. WINDOWS IN BEDROOMS SHALL HAVE A MINIMUM NE"I"CLEAR OPENINC OF 4 SQUARE KEY DOOR SIZE NOTES ROUGH OPENING I.MICRO-LAM(M.L.)SEAMS AND TJI's TO BE INSTALLED ER TRUSS JOIST'CORPORATION FEET THE MINIMUM 14ET CLEAR OPENING HEIGHT SHALL BE lb"�THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE lb".SILL HEIGHT SHALL NOT BE MORE THAN 42" X ENTRY HI 3-2 516'X 6-fO 112" RESIDENTIAL PRODUCTS REFERENCE GUIDE 2i-5DZ7-M75bl7-X ENFIRT HibO 7-4-7-7-4-7-5-75-177 - AP.F.@ ALL ABOVE GRADE STORIES, IA A 2 p -- SMIs x ENTRY H16CI -1�4 (-O /2 2�HOLD FRAMINS,MEME3FR5 b"GLEAR 'o PROVIDE 5/8"TYPE W 6N5 ON BOTH SIDES OF COMMON NALL5 OF ATTACHED 6ARA5E, 7567 M72 OF EITHER 51DE OF�5-LE DRAINS AT TUB AND REMAINING GARAGE HALLS 6 CEILING , .7- 5 ALL 2 2068 X 6 PANEL MA50NITE -2-x A _2' TOILET AND SHOWER DIMENSIONS INDICATED L ANGLES ARE 45 DEGREES UNLE55 NOTED OTHEREN15E. 4 5 D46P, X I X 11-111� ARE FROM CENTER LINE OF DRAIN ON NON-LVL'S ONLY .PROVIDE PROPER BACKING FOR H05E BIDS,FIREPLACE MANTELS,PANEL MOULDING, 4 266b 5.ALL NON-LV RAILIN55,VANITY TORE. I�FRAMINC MATERIAL SHALL BE 5 5 P 5 506p, X 614010 5'-1 5,14"X 6'-Io 112'� 92 5PRU'E-FINE-FIR OR BETTER K�... 4065 ,X r "Is E PROVIDE FRESH AIR FEED FOR.FIREPLACE PER NY5 CODE, 6 X EM-PASS 4'-Q'�X 6'- 4.FIRST t,SECOND FLOOR DECKING SHALL BE 6 D I, -1 -- FRENCH SLIDER -&LUED AND SCREWED RASE WINDOWS 00 NOT REQUIRE LOW E GLAZING. NA E & 5/4' FERNOOD 7 &ARAAE.ENTRY DOOR TO BE 5/4"HOUR WITH AUTO CLOSER INCLUDING METAL JAMB. --- X 0,X /1' -L 5O6X BI-PA55 �-Oo I lx!"; 1 /8', 5.E31-OrrIN&UNDER PARALLEL PARTITION NALL.5 ABOVE: 32"O.C. NPNI�BEARINeLNALI-5,13 1/2'X 25 112"BOTTOM @ 4b"AFP, q bobb X 51-PA55 -1 1 11" lb.,O.C. R A INC,NA 5 1.ALL NON-DIMENSIONED NALL5 ARE:GARAGE EXTERIOR-3 112" 2,66 _L LOWERED 51-FOLD 2 b.ALL J015T5 FRAMING TO BEAMS SHALL BE -5 112"; H005E INTERIOR-3 112"ONLE55 NOTED OTHERWISE HOUSE EXTERIOR 10 X T-]' BY SIMPSON METAL JO HANGERS- E PROVIDE FIREBLOCKIN6&8'A.F.F.MIN, holo OVERHEAD lb'-2' SUPPORTED V210 11 )NC 12 206A X bl-�OLD 5IN&LE J0151`5-1)210-2� (J5T HA 3i4ll X All-lo 1/2', 0 DEL,JI T5 U.N.0, 2xb EXT.5TUD5 a 16"O.C,2.4 BRNC,.STEPS 4 KITCHEN/BATH INALL5 0 16"O.C- 13 X 01 FOLD ' _, / ' , n R of �: 12 e, 1 2-1 5/4"X 6'-Io 112" T EZ212= INDICATED BEARINC,PARTITIONS ABOVE OR BELOW 15 /&"PLT.HT.0 15T FLOOR,e5'-1 /b"PLATE HT.0 2ND FLOOR5-U,N.O. 14 5065 -x-577o-7[7- 11-1 F14-�X(,'-'1 1/2" PROVIDE SOLID BLOGrINC,AS REQUIRED b�-PROVIDE SOLID Bllll�INI TO UNDERSIDE T -0-1/8"HDR.HT.0 15T 6 2ND FLOORS-U.NC. 15 16�8 X 6 PANEL ASONI FE H�z 6 PANEL MA50NITE 16, 2-206b X X, i- OF FLOOR,SHEATHING FOR TRANSFER --La- IT HI q .2.'-10 5M"X 6'-q OF POINT LOADS. 2b66 X H13� - A.IMDENOTES PLUMBING DRAINS-MAINTAIN Z' FOUNDATION NOTES 20 2b6b x 11 10 IlRt 2'-q"X(,'-b 5/4" CLEARANCE TO FRAMINC,MEMBERS 21 5065 X FRENCH SLIDER 5-0 1/4"X b'-5 5/5" -22. 406D bl-FOLD 1-1 E/4"X(,'-10 1/2' 7-7-AFT-7 23 2868 X b A L HAS-0-711= 2'-10"X 6'-11" 17 Doha Xi FRENCH 51-tDER ql-O 1/141,X 61-6 5/5" TRUSS BRACING DETAIL 1,CONCRETE STRENGTH AND REINFORCEMENT PER AOI CODES 24 bobb IX 51-101-D 6'-1 3/4"X 6'-10 W2 2.MINIMUM 45"DEPTH TO BOTTOM OF FOOTING FROM FINISH&RADE. 25 &Oelb X FRENCH SWING &--Ol,X b--b 5/8,, 5.BITUMINOUS DAMPROOFIN&PER NY5 CODE 26, 2668, X ROCKET 5-1 3/4"X 7'-0 1/2" 4.SUMP PIT TO BE FIELD LOCATED DEPENDIN6 ON GRADE 2.3 q0-10 X OVERHEAD 2NAILED AX 14L El DIAGONAL AT&0 N A L Al-1116 TO Top R SIDE 5 SEWER MAIN AND WATER METER TO BE FIELD LOCATED BOTTOM CHORD ,ME' BOTTOM HAILS(TYP)a EA.E OF BLDG. (v WINDOW WELL 51ZF AND DEPTH TO BE DETERMINED IN FIELD AS REQUIRED BRACING TO BE AT 'W 0 0 TPU55 SPAN UP T40NO,R I CONNEG FOUNDATION DRAIN 10 SUMP PIT 45 DEGREE ANGLE 8, T tU55 SPAN UP To b�2 a. PROVIDE KEYWAY BETWEEN FOOTING AND FOUNDATION OR 12'R4 - TRUSS SPAN UP TO-6 0' DOWELS.36"OC 'SILVERLINE 290OSeries' SU q. MP PIT TO STOP SEWER TO BE C01414EC-TED PER TOWN CODE WINDOW SCHEDULE 115' to FOUNDATION DRAINS SHALL BE LOCATED ON BOTH INSIDE AND OUTSIDE KEY TYPE SIZE ROUGH OPENING OF FOOTING AND CONNECTED TO SUMP PIT AT BASEMENT CONDITION A 5H 74 5 0-2 6-b"A 5'-0 112" 11,3`0 TAPCO MONOP05T 11 PA.STEEL PIPE COLUMNS BY AKRON 5 FX b5 D_3 PRODUCT',GO.'OR EQUAL FASTEN MI CONCRETE FASTENER PER POST 1 11-A�-0 112" C, 5H 2b5O-2 5'-4"x S-0 /Z" 2X LATERAL BRAG INS 12.FASTEN STEEL.POSTS TO WOOD BEAMS W2 ibd NAILS PER POST A4 T D 5H 2550 2'-e,112"�5'-0 0" 115, NAILED TO TOP SIDE OF TACK WELD STEEL P05TS 10 STEEL BEAMS E FX 5050 5-0 112 x S-0 1/214 BOTTOM CHORD VV MIN, 13.CONCRETE 5TREN&TH i PEINFORGINr PER AC.IL CODES F FX 3020 ;;-0 1/72,;;4 0 2-12d NAIL5(TYP.) _Q / A R77�`14.112"0 x 10"ANCHOR BOLTS AT ALL EXTERIOR HALLS 17- P37 5015 1 12"FROM ALL GORNER/OPN5-V-0"O.C.MAX(MIN.2/PLATE) H 5H 1850 l'-b 1/2"x5-0 112" a 15.THE ALLOWABLE SOIL BEARING CAPACITY U5ED i FX 3044 3'-0 1/2"x4l-4 112" 0 FOR PE516,11 PURPOS,E5 T4A5 2000 P5F. K 5H 2050 2'-0/2`.5'-o 112" Ir.REINPORCINC,STEEL TO BE Fy=60 K51L AA 5H 2646-2 5'-O"x 4'-5 112" DIAGONALS > FROM BRACED 1.INSTALL-F5-2.5 INSULATION TO 46"BELOW FIN GRADE L 5H 3050-2 6 O x 5'-C 112" BAYSANDAT REPE20'INTERVAI AT AT BOTH 5 ENDS Ul AT PERIMETER OF CELLAR EXPOSED TO GOLD FX 2b2O-2. 5�4"x 2'-0 112" TRUSS NOTES mo LOCATION OF FURNAGE 4 RNJ,15 APPROXIMATE N 51-1 2050 --f-O 112-x5O 1/21 "T <lq.PROVIDE 2 EA.u4 RE-BARS AT FOOTINGS PER 517E CONDITIONS P 5H 5450 5'-41/2".5'-o 1/2" 2b60-2 0 �2 R FX 016 I.PROVIDE TEMPORARY AND PERMANENT AF 5H ENERGY CODE �"ll—1/2,�7, 5 SH BRACING AS REQUIRED BY TPI HIB-111 5'-0 1/2" 2,LAP ALL LATERAL BRACES MIN,2 f u 0 3050 3'-0 1/2". :E NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE T 6T 5/4 5'-5 5/5 2'-11 Ilb" 3�PROVIDE IN ALI PION ALL BRACINr 0NEWPA T 5 COMPLIANCE U I EYE I E5b4b B-0 1/2"x,4-7 Ab" EULDIN6 DESIGNBY ACCEPTABLE PRACTICE RECOMMENDED BY TRU55 MFG.AS v FX 4040 4'-0 1/2"-V-0 112" SHOWN ON GERT.TRUSS DRANINOS, 7 BUILDING ENVELOPE DATA IN FX 3420 3--4 112.�,2'-0 112" RNI/P OFF-M-T MINIMUM X FX 2522 2'-&1/2'Lx '-10 112' EXTERIOR WALL T ,g)IREE2 fRQ UED ROOF/CEILING R-24 P-2-,.4 Y SH 2450 2'-4 I/2`x5'-O 112" FLOOR RT R=20b z FX 2020 7-0 112"�2'-n 112" FOUNDATION WALLR-0 Pz14 11 4 1/2'LX t SLAB EDGE INSULATION IRA 10 N/A AS 5H 3444 - 4'�112" GLAZING R-1.1 R--1 A GT 3/0 3'0 112'xJL_a WAVERLY PLACE ENTRANCE POOR R-25 R=IjOOD-) t- INSULATED DEPTH BELOW GRADE 0-413" D-481 AD Cl' 4/0 4'-1 5/5"x2-3 1/&" S,YLI6HT P=IT R=3.b At SPT 73-46=7- b.o-.112 GENERAL NOTES SKYLIGHT%OF TOTAL ROOF AREA 1%MAXIMUM 11% AS SH 20&0 2-0 1/2"x b'0 1/241 jAH 1 EYE 7-36,36 -"_O I/if", rjTX 4020 4'-11 112",2'-0 112" ND. REVIsioN DATE FIREPLACE SIZES GAS R.O.NIDTHjRQ.HEI6HTj WOOD IF-l.O.NIDTHIR.O.HEKHTI I ....... DVR3& 3b" DR-OY:I D-D .......... N-1 5T-TRG 25`144 J/4`1 31' 1 IqVr-VP,56 40 12"l1'-Ill 40 1121 DATE 8 MARDI.2W2 E'l non NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE PART 5 COMPLIANCE BUILDING DESIGN BY ACCEPTABLE PRACTICE 2-1"GYP.LINER PANE 2"USG C-RUNNE BUILDING ENVELOPE DATA MINIMUM ENVELOPE COMPONENT REQUIRED PROVIDED 'TYP ROOF 2'-0"MIN. 2 USE _--, '7 EXTERIOR WALL R=18 R=18.01 E.- ROOFICEILING BLOCKING TOP 0 R=24 R=29.4 1/2"GAP SHEATHING a SIDES TO PROVIDE SMOKE STOP -Z LINER PANE R111 NJ FLOOR S�a: R=19 R=20.8 AT TOP OR 2-1"GYP,LINER PANEL FOUNDATION WALL SIDES TO PROVIDE SMOKE STOP ROOF SHEATHING 2F, R=10 R=14 2"USG C-RUNNER--—------ SLAB EDGE INSULATION R=2 NIA ROOF SHEATHING GLAZING R=11 TYR, OFF ENTRANCE DOOR TRUSS R�2.5 R=10 INSULATED DEPTH BELOW GRADE D=48" D=48" BLOCKING i5. �,R E s SKYLIGHT%OF TOTAL ROOF AREA P SKYLIGHT R=1.7 R=3.8 ll%MAXIMUM k1% R-30 FIBERGLA\ R-30 FIBERCLAS ROOF TRYSS DROP TOP ova n INSUL, CHORD 2 FOR GYP.LINER INSUL� ROOF TRq�'S DROP TOP PANEL CHORD 2 FOR GYP.LINER PANEL -TYP. USG 2 HR. FIRE BARRIER TYR. USE 2.HR.FIRE BARRIER 1/2"RRECODE'C GYPSUM PANEL 1/2"FIRECODE'C'GYPSUM PANELS 1/2'GYP.SC 1/2"GYP, ED, --WALL CLIPS .--ALUM. WALL CLIPS ATTACHED TO METAL Li W/3/8'TYPE S'SCREWS FAR7Y WALL RO OF =�ETAIL 2 PARTY WALL ROOF Z;)f-_-TAlL 4 LL Roo 1 2 zj;�TJC AIR SPACE A/l/ERTICAL Ofm:�=.BET 1/2"FIRECODE'C'GYPSUM PAN & AL OF SET' TJI FLOOR JOIST IN WALL PLAT &8TOOTTFOIM "N A CUT T TO BE CONEf TIODE 2)1"LAYERS BLOCKING MUST MAINTAIN— FILL W/]*'R-MA OF USG GYPSUM LINER PANELS 1"CLEARANCE FROM G. 1/2"WAFERWOOD---/ WALL PLATES(TOP&BOTTOM BEAD OF ACOUSTICAL SEALA 10'.POURED CONCRETE WALL SHEATHING TO BE CONT. AND CUT TO FIT &EACH SIDE OF C-TRACK WALL HORIZONTAL AUUMINUM-- FILL 1/1"R-MA -d(1) W/I STEEL POWER SIDING DRIVEN ANCHORS 0 24"O.C. u� 0 CENTERLINE OF 2"LINER 1/2"WAFERWOO 2"USG STEEL PANELS 0 PARTY WALL& WALL SHEATH", C-CHANNEL CENTERLINE OF END. WALL HORIZONTA ALUMINZ� C, SIL No'� I I 1 00 VR4T3 FURRING @ 24' DING 112"FIRECODE GYPSUM ANELS To COVER H-STUDS TYP, mr:� OVER METAL H-STUDS 1/2"GYP.6D, LINER"cyp� <n 2"USG STEEL PANELS C--CHANNEL "--2'*LEG STEEL LJ 1/2"FIRECODE'C'GYPSUM PANELS 3 112"FIRE H STUDS @ 24" -1— 0 0 1/2"GYP.ED, 2 ' PANELS 1 fl G L 7AS 5 0.C. LINERGYP, INSUL.IR-11 _-2X4 WOOD STUDS 2-U G STEEL'H',STUDS"2 2/1S',DOE C. 16"O.C. FA'STSENED W/3/8 SCREWS 0 13 1/2"RRB O'C Em N S U, I ITGLASS� --2X4 WOOD STUDS AIL 16, O'C. lumm C3 PARTY @ E=,N/XT,,l;N'lALL DETAIL WALL @ /Ho 0 0=r_ T �N/HORIZONTAL Or-F5F;T FIREWALL DETAILS SCALE:1/8-1 NO PARTY WALL @ FOUNDATION WALL... -THE ALTERATION OF THESE E PLANS UNLESS DONE UNDER THE OeawN.1, DIRECTION OF A LICENSED ENGINEER OR ARCHITECT IS AI D-1 VIOLATION OF THE STATE EDUCATION LAW, RULES, AND REG- ULATIONS AND IS A CLASS A MISDEMEANOR SHEET NO.