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2002-328 (2) _ C0NTSLRNTATION CONSTRUCTION CODE PARTS COMPLIANCE FORM Building Design by Acceptable Practice UILDING DDRESS: 5b•l1J u ` zcs DATE-- 5 COUNTY: •RCT-=CT,ENGIN- ER,OR )ONTRACTOR: 7HC- 1416,Hii GROUP PHONE- S 1 8- EPly iT APPLICANT: Shy PHON'a_ . HEATING DEGREE DAYS (Table 2-1) ❑ 5000--6WO n 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 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_bc) ' P NEi; t� IV_ HEATING SYSTEM TYPE -E]Gas-fired 0 Oil-f rcd ❑ Hcat pump ❑Electric o �J � j6intSe;aIin9-- 7814-100) Joint LOC311011 Scalant Typc SI)cclGcd Plan/Spec- Rcfcrcncc Win(.Jo"vs Polyce I I Doors frarnes Weatherstripping Walls at rooffcciling Walls at floorsffound- Polycell Wall panels N/A Utility entrance weatherstripping Penetrations Polycell Other Other Air Infiltration Barrier: 7814-100) Location Required? Specified Plan/Spec- Reference Walls yes/-no No-Cedar'Siding Other yes/no Fireplace.- 7814.10(k), (m) Requ ired Specified Plan/Spec.Reference Outside combustion Yes" air duct with damper Flue damper with max.20 cfm, ,or damper <20 c.f-m- damper and non--combustible doors Gas fireplace ignition NO Vt. HVAC PERFORMANCE: 7814.11 (Table 5-3) Equipment--TiTairmaum Performance Specified Performance Plan/Spec.Reference Furnace 70% AFUE 90% Boiler Heat pump Central air conditioner 7814-12 Temperature Control Rcquired Specified PlardSpec- Reference Thermostat c---cb Yes dwelling unit Shut off at each Yes terminal unit Thermostat Required Specified PkuVSpcc-Reference Minimum ravae Yes 45OF-85OF Deadband Yes Automatic Yes capability Vill. DUCT SYSTEMS: 7814.13 Category Required Provided Plan/Spec.Reference Duct > 1"'thick NIA in conditioned space insulation R-33 in un-condtioned space Transverse Sealed Yes joints IK VENTILATION SYSTEMS: 7814.14 System Type Required Specified PlanfSpec-Reference Supply Damper at envelope Yes Exbaust' Damper at envelope Yes Supply on/off switch Exhaust onloff switch Yes P J P M G f NS U LATI 0 N: 7814.15 Piping Type Insulation Provided Plz3nfSl)cc- Required Reference Heating distribution- I 11/2" NIA Service hot water`` �: 3/�� -Does not apply to ruriouts- KWes not apply to piping with a diameter less than or equal to 3/4"inch. X1. SERVICE WATER HEATING: 7814.21 (Table 5-4) Performance Requirements Wacer Heaters Minimum Specified Plan/Spec. 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 heater' N/A Pool heater on/off sxkitcb N/A Electric water heater separate switch N/A t. GaVOil water heater separate valve Yes XII. ELECTRICAL POWER: 7814.31 Category .Required Specified I- - - I Plan/Spec- Reference Electric meters I Ea. dwelling unit C. t}Pf.CUc cRAKED k/IL_ rQRKSY•L��` R-YaIu< 1, F R-VAI C!< is:vlatad Construction tiff FracaG f.r.a _ Catoan<nt ! 1Craa 0.68 _ tct� alit Film t •.• 0.68 .45 . 1/2m GYPS= Bd. -45 boa r< tt (. - - - ----- - n:ulation . . - --- - - - - 1 ---- 2x6 C 16" a_c_ stud, - - -- -- - - 11( i_54 1j2" Waferwaod .54 •_-. StieaLhinq _ . . __ _ . _ .65».. . � � iding . . . .. vzn - 1 21.. .... R-7oti2 I - 9.36 -- U insulated FractionR Fracea Frection� P.-Total tnsulat<C - R-Focal Fraa<a • U RS .15 K R - 21.49 9-36 -056 ' xa12 Stud Spacing (niutat.d fractica { J Fra�ea Friction I 12^ O.C- .b3 . 17 16" O.C. .fly . 15 .12 @ staixwe 11 R-V411cc with Ext. t C004tra io With lot. Io a U I A ti On asulati on yyq 0.14, 0.17 N .. . . .... .. f Ext. Air Fila - ---- ---- - None - - - - --- - --- . . . . . . . .. . . 8" Poured Vj . .. . . . . sloct (Concr z c 172-. Core Inzul .1 tion Y4 .. . . ... .. . . . . . .... . . �7f,"��R- Insulation �O-aQ a. . .......... (qxt. or int- ) ......... Norie interior Finish .. .. .. . ... . w R-Total IU Expaturc Above Crtdc 8 48 e. EASEH£ti7lCELLi.R VALLE: %ORKSHEE- R-Yaluc f= R-Ya1cc with Ext- j` CCAitroctiQl with tat. � lati.oa f Co�aoaia�tx t�xulati4ri _ ( Ext. - - °.» _. ......-_ E - - - _ - � Air i-i l c i { None . . . . . . . . .. i 8" POUSed t Sl ock (Co acre Lc} . _'_L�2 ° 1 - Core (nsula=ion —t 4 - - -- ---- ' (�f any] 1 - - . . . . . . . . ` t�svl ati . ... ...... (ext. or int. a None ( FR ••-...... Interior finish .. ` 0.68 t (ot Ai w Mira -t 13.57 -- ----.... R-Total -------- - - « R-Total Exposure Xbove Grade 8 « Oaptf� 8elo+c Grace 48 �� e ' OPtiCU£ FPAK£7 ;7:-r.GP.- RORKSFE:— ! R-Yaluc R-Yaluc lasulataa Construction Frsccc I ' f Area Ccrt,onents Area 2 l t ' 0.92*' ' ( Ext. Air Film 19.00 611 Batt - -- - In%uIAtion - - - - - - - __-- 11 7/8" TJI's @ 24" O_c - ------- - 3/4" wafenwoO L- _93 i . _. .... -ub-'Floor vinyl In. ._ I In. Floor 111_ 0.92 0.92 Int_ Air Film 02 . ...... R-Total U insulated Fraction+** Fraaad Fraction- - + 0 R-Total Insulated R-Total Fra-u*d v .95 .05 21.02 16.86 .048 t For vented crawl space, use R 0.17 for ext. air film. ** Floor Joist Spacing (nsulst'*d fraction Fra+nec Fraction I" 0-C_ -87 13 16" O .C- -90 10 i e ROOF/C£IEING ZVEKTED;: �rORKSFI£r: l i Insulated i Conatraction . Fraaed i Arta I CooKocnentl ' S t t ' q_17 Ezt- f.r F71a 0.17 ' I 30_00 9" Batt ---- 12:00 Overlap - - --- - - Insulation c ....... - �4 2�tcm chord t 4.35 t: 3 t Joists t .45 1/2" Gypsum Bd. _45 ...... .- Wallboard ....... T O-bl 0.6] tnt. Air Film R-Total --17-58 Insulated Fraction* Framed Fraction- r R-Total lnsulAt4d R-Total Fra.ced u _93 _07 r -034 31-23 17.58 4 " • ! Roof Joist Spacing insulated Fraction Framed Fraction .87 ,13 16^ o.C. - .90 •lq 2S." O.C. .93 -07 I t i i i fC OF FNP.WALL/PROP.LINE/PARTYNALL 8'-2" 2'-0 12'- V- 31 Ll r IN IN NOTICE 40�-Z- "1�11 IIA IINT5 T S ARE REQUIRED 4 BEDROOMS, 1. 2' 12 ROL JC NTT B D OOMS,AND ONE �H FLOOR LEVEL WARM SLAB LUDI G E LAR O(LBASEMEN ALIJUOKE 4"CONCRETE 5LAB-3000 P51 ON 4"MIN.COMPACTED GRANULAR FILL D I TORS SHAL E INTERCONNECT[ 9H AcL 4-VELS. POURED NGRETE a rIN T 'T T B D LUOI G E I TORS S AL E ry 5"x 16"CONT.] )UNDATION a A14.TY On 40PIPE COL. CEL AR K�LL ONLY a 0 P51bLATE T P 4 CONC.FOOTIN6,M OFT COND. UN-F1 ISHED (2,500 H-10 Fr �IT5T" C,POST may. I C,P05T P51 CONCRETE ell,POURED q 1 10'-6" 10'-6"1 1 1 1 1 il — /1.11 1/4' SLAB ON 4"MINIMUM 10, -1 - CONCRETE COMP.6RA LAR FILL WLL(SO Witt'conxen OF 13EA A p a 0 i7RN - — - 2'-0" FOA 0 5'4 STEEL PIPE L,�J x x 4 t/2*N M INSUL TigghJUST BE COVERE &x 411 GO-UMN ON 50"X30" 31/2"BE BEARING WALL x "D SM.PC KT. 12 112'h x 4 , To,ARIN6 NA L BY A 15 MINUTE THERMAL BARRIER POCKETS,IA.END x 24 To EAM Ej�5L '3..x 11�. X15�THICKENED SLAB E30T PLATE BE PRE55 EACH END b,-, A THJr`KEJV SLAB TYPIGAL 6 d 20'-0" o —.1-1.K H.— Fu`N 5-1 3/4".11 BM 3' 1 L _42 HANDRAIL o 52" I P05T CONTROL-JOINT Cj ABOVE TREAD , 12 UP 15 EO RISERS -1 1 , C SECTION I IIEI—\o EA� CONTROL JOINTS :P COLUMN, ..... FOUNDATION JOG DETAIL I . 1� . � r 1--14" �F�- 3" STEEL— LYA -2.4 F 05 CO NG K X� 5L T COLUMN,TYP. POURED TH X 4"D 13H 0 z El —FOUNDATION.I P EACH END ON A 30".30' 15 4". 101h x 4"d HALL ONLY-300OPP5 BEAM POCKETS 1 11 ry EENED D - — -1 4� LATION MUST BE I tTIL m X4 li2 ML 3M p -. 25 71 H AND GA RAG SLABS c 4�` P""L N 4" NCR all PE TE SLA F5- PORCH I 1-11.�' -'- A F,,ULA ILL0111/6. 11.4 BUSTIBLE BARRIE TYP.ALL F�'l BE C."T PIS IN, THICKENED 1�0 L POEG.RIBER5*1 b"EA. EXPOSED TO GOLD.m G.VUL HAND 1 @ 52"ABOVE 6'.x 121/2' x 4-d 12 THE DS a q"+I VWN IN6 NTR�ROL—JJJOIN OF C: O BEAM rKETS_1 M cz 4 THICK BLAB 011],M I POPE 4" omTRoL? I, f}tv ;!�7 < BEAM P T5 hall CONTROL \_1241f2'11 JU JOINT sco s Ed as i di atin it P E"X M.L.5M P!! ID E, 0"1 • HOLD DON TOP Or`ND 11�'A'LELRP 6"THICK 3 a 'th the ry GA A �,TEP FTN P R 51TE ONDITIONI AND IfR 5r I UNEXr-AVA oT L -IXCAV 7 T UN ED POURED SLOPE 1:411"�EXLAVA 4"4000 GONG TE FOUNDATION(TI(P) THICK 5.nB SLAB P ON MIN.C-0 E O-OoO 'RAN.FILL AxNIA N.F. UEEN • CON - GONG FOOTING TYP) V- XINT 2500 BUILUINU ...... .... 2' T-4" 2 6 EL =ega-v4*0 21'-4"HOLD DOWN AND FOUNDATION �SLAOINI 5" 2'-11� 42'-Q" C OF FNO.WALL/PROP.-INE/PARTYNAILi- ­Y F-1 58 WAVERLY PLACE 56 WAVERLY PLACE —E 24 A-1.,2— SHEET NO. GENERAL NOTES ,. WINDOWS IN BEDROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 4 SQUARE FEET THE MINIMUM NET CLEAR OPENING HEIGHT'SHALL BE 18".THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 18' SILL HEIGHT SHALL NOT BE MORE THAN 42 A.F.F.@ ALL A80VE GRADE STORIES, 2,PROVIDE 5/8"TYPE"X"OWE ON BOTH SIDES OF COMMON WALLS OF ATTACHED GARAGE, E AND REMAINING GARAGE WALLS&CEILING �_ 9 3.ALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHEREWSE. c" 4,PROVIDE PROPER BACKING FOR HOSE BIBS,FIREPLACE MANTELS,PANEL MOULDING, 3' 6'N WOOD COLUMN RAILINGS,VANITY TOPS. _=E°`n 5.PROVIDE FRESH AIR FEED FOR FIREPLACE PER NYS CODE. --_ 6.GARAGE WINDOWS DO NOT REQUIRE LOW E GLAZING. 40•-0* 7.GARAGE ENTRY DOOR TO BE 3/4"HOUR WITH AUTO CLOSER INCLUDING METAL JAMB. ° z ov'L9. --- 8.M.C.R.O.=14 1/2"X 24'BOTTOM @ 48"A.F.F. aas`"� -'_p 6'-8j" 6'-3j" i° 9.ALL NON-DIMENSIONED WALLS ARE 3 i/2"U.N.O. 'T `E=vim p^ 7'...2^ '� � 10.PROVIDE FIREBLOCKING 0 8'A.F.F.MIN. 6 n.REoi PTI NAL WALK-OU'BA 11.2x6 EXT.STUDS @ STUDS O.C.,2x0 ERNG.STUDS&KITCHEN/BATH WALLS @ifi"0.0, „b° COLUMN @ LTV./DIN. 2.4 NON-BEARING STUDS @ i6 O.C. 8 0 Q"TOG 12.8'-i 1/8"PLATE HT.@ 1ST FLOOR&8'-i 1/8"HILT.HT.F9 2ND FLOORS-U.N.O. Z-V i Q H.B. /� "" o NO.WALL 2x4 PARTY WALL®16"O.C. �" h9 Er OPT.% OPT.% �Pi $=v $T RAI A REQ q p AT ® 13,6'-11"HER.HT.@ 1ST FLOOR&6'-10 7/8"@ 2ND FLOORS-U.N.O. �'" - r __ :----- 19.SMOKE DETECTORS SHALL BE HARDWIREDa ^•- - 15.BATH EXHAUST VENTS SHALL BE VENTED TO THE EXTERIOR ___ 10'T /g"PLT-HT. 10'-1 I/b"PLT.HT D s'-a" sIn „-o" _60 LEGEND OD -_._-_----- BEDROOM 2 OPT. 10'FLAT GEILIN6 MASTER SMOKE DETECTOR t, TUB/SHOWER SUPPLY �b GAS SUPPLY PLUMBING STACK on FIREPLACE CARPETED FLOOR BEDR�OC.M PLANT LEDGE a PLUMBING VENT 10'FLAT 6EIL.IN6 fl LIVING CARPETED FLOOR i I ' o OPT VAULT D FILING rr LARPE'fED FLOOR LC_ BALLOON FRAME WALL '• 4'-5" 3'-Ii" 2'-70 1 O 0 W 3 j N .• D•• ii' 0'• 0• S LIVING BELOW 5 I PPTIO14AL, WALK-OUTaA. BAY N 6• 9g•• 7�'. �jA,. J` --�T�'1 514'x B'OAK LAPPED HA_ .. -f RAILING '(,,ly APPED'h WALL D 2q I/4°® 1 x rt / NOT DEEP HEADER SEC ABO 6 A.FF.W/6"0 WOOD PD:iTS T 32" C�J `�A, �d DOWN 14 RISER$0 7 5/8"EA ,EAD �A J � O(�r �� *•F 'L-I J I 13 TREADS @ 9"+ ryry D WN y 1 1-E_ INSTALL REMOVABLE F 11© DINING 13R AT V Ib" O:y't H'FLAT `>t ® 5A5H HERE LOFT ^�y GAR.PET FLOOR. 12T AT q"I /b" _ 0 FLAT NOS N@ "r OP Tip, n — - W.I.C. GI; t-AgF 16 2 B C y L N OPEN RAILING AT 36"A.F.F. 1 r a _ D `-' ASS THRS ----- 2 A F F9' 6-4" 6,-FLAT y m ,., � C Oo —5/4'.8 I� HB OAKCAPPE, ` �zj." ,� -- tom KITCHEN BELOW FOYER •`u�'nFF >G �--•� ti !,� —5--s-- BELOW 1 t" VINYL _ - _ - vll{ OPT. WD/STORA E 5 q'_g�' �_q• 5112' 5 71. o �_FLAT FUI FOYER 7_vQ"' - GERAM SEE SHEET A 5/4"x 8' "' T'IL A LND 48 R STOR. -pR LUXURY BATH O "AFPED WALL I PLANT''F,r INYL O COND. - ^_ `•' x N oxr aer ur VAULT �L „f V-11.1/'AFF. ( �,? 2'TALL m _ FL T 7 1 _ - OOQ (-- -_ -- -- <C n 2'_4'I 'HIM BOTTOM OF DOOR 5/4" 3-4 J TO ALLOW FOR FINI5H FLOORING O D'FLAT TO 705 LINE 11 OD 51'EP PER 517E CONDITIONS / _ _�-- � ENTRY 2 CAR GARAGE u O z s-7— BREAKFAST (I CONCRETE FLOOR VINYL .., d --- - 2 STORY _ -"-` PLT.HT. ---' ....__ .1 9 FOYER �� -_---- CZARA6E NOTES: %' •_g•- _ �,.% CEDAR WR A PPE D ram/ COLUMNS TYPE'X'MMO ON BOTH SIDES OF u N g OF wns COMMON To uvIN6 AND SECOND FLOOR LOFT/BONUS ROOM VARIATIO © GARAGE,ALL..REMAINING 6AR-A@E WALLS AND ENTIRE GEILIN6. ALL _ -t-- BEL3/4 h5. O LIMN&TED SPAAlTO CLOSER. 58 WAVERLY PLACE Q o WP322 WOODRUFF v� ry�" ND. HENSION DATE ---------2z' _____,_ - THE ALTERATION OF THESE PLANS UNLESS DONE UNDER THE Hr D. DIRECTION OF A LICENSED ENGINEER OR ARCHITECT IS A DHnwm - - -- ---- VIOLATION OF THE STATE EDUCATION LAW, RULES, AND REG-- --- -- FIRST FLOOR PLAN ULATIONS AND IS A CLASS A MISDEMEANOR oATe: z..rnAaa.zwz - SHEET NO. OF WINDOW/DOOR PLATE HEIGHT —-- --- = WAIL -,"I- ar E`c ap -- -- - ---- --_ --��'__ 1x4 CEDAR TRIM �6= SECOND FLOG HEEL HT. - __—� i i ..... ._ �v�E6E o l.I......_____-r 'f ® ®® �v - O�JALI WALKOUT BAY I I 0�'TIO IAL WALKOUT IBAYI a"�a�°+o. i PLATE HEIGHT �� � HEADER HEIGHT OPTI .... 14 NI UII L d4 �6—❑ 12 - t v❑ �0 II ._._ I III u4 I hfh du 4 a� `S Ell El ©® ®® ®® Gyy +II I14 `f lII t uaEB`c 4 FIRS FLOOR 0 C J _�JI L-J C�ji PLATE THEIGHT _ - FIRST FLOOR IL 1 LJl IL 1 t_JI y 10 CEDAR wgAPPED COLUMNS II l II STEPS PER SITE II II I" r ( IL _iI -JI CONDITION 1"I"1 __JI TOP of SLAB FRONT ELEVATION REAR ELEVATION I z o .B Ex2n10B WALL OPTIONAL WALKOUT BAY \\ �. 5 2 / ."t \ ` `�„• 3' /P'cwSUu BOAao �B Q 12 ALL vBFAas s_ �O a �S •� R-R.B BEABEBS � HEEL HT. -�>/ OPTIONAL WALKOUT r/zwro+wxeainB W mo PLATE HEIGHT / BAY WINDOW __ �"., a. Q OPT.WINDOW /- L WF.TTN ILL A LJj � O (5"70 TfOM_ 0 tl IO 411 tz'O.N._;_; T FIkEPLAD€) QUILT-IN OVER FIREPLACE DETAIL FIRST FLOOR r " ' 'T PJ _____- t_Jl 1_2 I I I II 58 WFlVERLY PLACE WP322 WOODRUFF BASEMENT FLOORL . DATE _ L—————————— _——— E.AEE r .. LEFT SIDE ELEVATION A2.05 DATE 24 APau.2002 ------------------------ SHEET NO. NOTES 1 MICRO-LAM(M.L.)BEAMS AND TJI's TO BE DBL. RIM W/HANGERS 0 WINDOWS BELL.RIM W/HANGERS 0 WINDOWS INSTALLED PER TRUSS JOIST CORPORATION L4 Cr- RESIDENTIAL PRODUCTS REFERENCE GUIDE 0 RHANG TREATED SILL PLATES 1/2" 2.HOLD IFRAMING EME)MBERS 6"CLEAR T F NO OF E HER SIO 0 WASTE DRAIN AT TUB 7F NOTE: OPT.G TOILET A D SHOWER.DIMENSION SS IND CATE AMC S'J'N BEYOND END.WALL TO ALLOW FOR FURRI -LEV JOIST AND BEAM LIST G a END WALL AREA(REAR&CABLE SIDE WALLS) ARDEN EL AR FRON OF INE I b U M NTER L OF DRAIN 0 OPT.GARDEN LEVEL,BASEMENT E G 3 ALL FRAMIN MATERAL SHALL BE plot Unit #of Net 02 SPRUC_ S- E PINE-FIR OR BETTER ID Length Product City P I e--it-Y 36' 7/8 0 4.FIRE &SECOND FLOOR DECKING SHALL BE / J ro:12 S o!:t 6 1 6 E 3/4�WAFERWOOD-CLUED A14D SCREWED J2 35' 11 7 8' TJ ro 20 S o, t 6 1 6 U. 2' J3 34' 11 7/8' TJ/Pr.-120TS joist 2 1 2 5 8_�O'C I I N G UNDER PARALLEL,PARTITION WALLS ABOVE A 33' 11 7/8' TJI/P­I2OTS joist 2 1 2 A 3 , NPAJ�-INBEARINGSWALLS, J5 32' 11 7/8' TJI/Pro- A2 8,C,0 R A2 1.75' A2 C' W 20Ts joist I I ALL A 30' 11 7/8' TJI/Pro-120TS Joist 2 2 2 1. — L 75' 1.75' 1.75' 6 ALL 7 11 7/8' TUI/Pro-I ROTS joist I I 75' SU JOISTS FRAMING TO 13�,AMS SHALL BE J 29' A2 A d 11 77/8: TJI/Pro-120 S joist ?- 0 PPORTED BY S1yPSON Q210"METAL JOIST HAN�ERS I I N 75' 1�75' IN SINGLE JOISTS-'U210--2 @ DBL.JOISTS(U.N.O. A 25 /8 TJI/Pro-20TS joist 8 1 a 7. ALL 200 FLQOR JOISTS @ FIRST FLOOR FRAMING DID 21), 11 7/8' TJ/Pro-120TS joist 10 1 10 F, SEA11 HE IF'N I U31.0, J12 14' it OT 11 7/8: TJ/P o:12 S joist I I I 8 LEGE= INDICATED BEARING PARTITIONS ADD OR BELOW J13 111 7/8 1 J/Pro 120TS joist 1 2 1732' PROVIDE VE Ip' 11 7/8' TJ/Pro-120TS joist 2 1 2 1 1 SOLID BLOCK114C AS REQUIRED JJ 1 45 7 11 7/8' TJ/Prm-1"IS '�s lz E 9 OF PROW E SOLID BLOCKING TO UNDERSIDE J16 4 ;.-120'TS 4. tt I I FLOOD SHEAT ING FOR TRANSFER 113�7/8' TJI/P, m LVL i 2 2 OF POINT LOADS.RE: I/D-2 M1 4' x 9 112' 1.9E M!cro�ja 01, M2 12' 1 3/4' x 9 1/2' 1.9E Micr. am LVL 1 2 2 M3 41: 1'//44: x 11 7/81: x 7/ 1:991 IMI�crr.,11­_VL 1 3 3 . . . . . . . lu 11DENOTES PLUMBING DRAINS-MAINTAIN 12" M4 2 3 �a,LyL 1 3 3 IL CLEARANCE TO FRAMING MEMBERS M5 14' 1 3/4' x 11 7/8' I.9E MI,ro�an LVL I 1 11 L i I'0 A . . . . . . . . plot HANGER LIST-Simpson Strong-Tie Company, Inc. . . . ID _�tyProduct Lobe Top NoH 7ace Nvi�sMe,ber NiHsNotes 1 IJ91 1 :-t J BI I I I I I — LEVEL NOTES HI 4 1U11:11/11:11 B-NIO I HE I S 8/ 88 8_1001 5 F it e Name: woodruff.JOB 3 Hanger Notes: Level N­ FIRST FLOOR 5)) ndicates mor-stocked homq�r Plot Date� 5/24/01 13:42 14 acker g locks Required Design Date: 5/24/01 13:34 A2 SYMBOL LEGEND Drawing Scolo 1/8' = I' 7 1.75' Job status: 13.1 J TJI J.iSt Type r.undot I on F-6t I on FIRST FLOOR....Plotted I B M Rectangular Product Type 5/24/01 13134 SECOND FLO ...Ready to Plot I 1 /0 6OR = Bearing Wait 5 REQUIRED BEARING LENGTHS B 5/23 1 1: 8 eam HE NOTE: Level deSI'nf.trmps Indica ed db?v III Bearin X Coturn(CBD) provide as�cragce rap r letel 1 13' L, thg v HI Warning#Label stackint,rUpper levels must have eorlie:' J14 "S' , H Hanger Type design M5(67) 12.6 Hanger Symbol Design Methcde'Nogyl ASD IS, iJ k5 FIG(26) 5.59' Pc Parallel Closure Type Floor Area Lo'dizgdls� _J 40 usf Live L M3(26) 7�71' Bk Blocking Type 12 PSI`Dead Load Extra BlDckino M.�;rum Joist Deflection! _J d M1(117) S 31' reiat board length for ga,� L/240 Total Load . . . . . . . if 0 d'F ferert from the 0 C� a',R L/480 Live L a Li A2 He'd�'Som t 1; ted TJ-Pr Rating Information: I� Fobe r s requ g Rm Rim Type No 3 5 Ing eng , leig ted A'r < 0 Point Load Lowe't RqMqa"� 46 . . .27— Su ort whoths,p—Ide Highest RotUmg 71 PF equate bear ng for Line Load Glued&No0e Deck mg As m�,di Lij oducts not LSted al C,, Direct Ap�t I,in, �:A sun 0 Area Load Floor Dec UIT 23/32' DIGIT 0 Deetail CoHout Label Norrel O.C, Spacing= 16'- . . . . . . . (S e Buiidi,r's Guide or Pocket Guide Default Wall/Be.Width: 8'. — Bearing Width Label Standard Rim� RmIA ist Layout Symbol Standard Blocking: Bklx Level Warning TJ-Xpert 6,11 (11675) A Wa I I Header Bearing Width Warning C&11 D6,11 S6.11 P6.11 xUrIess noted otherwise ACCESSORIES LIST FIRST FLOOR FRAMIN&PLM Plot Unit 4 of Net n, ID Length Product Oty P t I es_oty WP322 WOODRUFF R b 3 '/ 0� or'NOCIK, 8 8 PC! ';' 1';/8 T/J1�Pr.Sk12OTS jMt L__�_ —————— --T_ POE 25, 7/8' TJI/Pro- P -1/8: TJI/Pro-HIS n't C3 20, los j'o PC4 9� 7/8 III/Pro-1,101TISS j,�:tl P'5 3 11 7/8: TJ/'. jo Eb 5' 6 1/8'11 7/6 TJ I/Pro-120TS Blocking I I I FIRST FLOOR FRAMINS PLAN BkI I' 2 1/4'It 7/8� TJ,/Pro-120TS Blocking I,is 10 1 10 R­ o, -7 Rml 87' It 7/8 TJ/Pro-120TS A .......... 'Shl 4' � 3' 23/32"OSB 4 .Als: �A—.1a.2- SHEET NO. Ll r�, - 2.6 HEADERS AT OPTIONAL Tq BA WINDOW E 2x6 RAFTER TAILS AT 24"O.C. 13 E OU T SA Y AT OPTIONAL WALK- ACCESSORIES LIST RE JOIST AND BEAM LIST Plot Unit #of Net E Net Ot 2-2xI2 P Unit 4 of __LD_Length Product y Pl I es oty ID Length Product --QtY Plies QtY Pcl 13� 9 112: TI 11'a-11TS I I I I 2N 9L / ,j/P joist IRS p 2 ­12,TS I:t F/I� J71 17 7/ 9 C3 12, 9 2 4�',TJI/Pr-12 9 1 P 0 9 1 9 0 c DPT I DNA[ WA[ K-DLJT BAYS lid 0 113/ 9 /2 SdolstolhiIn 2 2 PC4 8, 9!1112: TTjji//PP11.012110TTS1 llo�Joist I I I Mir' B101 11 5 or 3/4' Backer B ocks 20 1 20 RIO M4 D /81 i 111 1 3/4' x 9 1/2' 1,9E Micr LVL 2 2 Rol 39' 9 1/2' TJI/Pro-120TS I I I Shl 4' x 8'23/32' OSB 10 10 2xb 5UB-FASCIA ICJ CCI 7 —-— Hdl 2:7 p 2x 0 JOIST AND BEAM LIST (2) 2x6 AT F xbl Plot Unit #of Net ID Length Product oty Plies Dty E'PLACE OPEN.4 J1 1 31 9 112' TJI/Pr.-120T,jot i:t t 142 1 1 4 2 A 1 J2 ff 9 1/2: TJI/pr.-120 IS . 9 1/2' T J I/Pr.,20TS 1.i5t M, 7' 1 3/4' .9 1/2' 1.9E Microltan LVL I I 1x6 SUB-RAKE(TY J5 4' 9 112' TJI/Pr.o-1,11ITS joist 4 OTS J6 3' 9 1/2, 1JI/Pr jaBt I I 4 I J1 L 111 16, 1 3/4' x 11 7/8' 1,9E Microttan LIVID 1 2 2 ME 6� 9 112' 2 1 3/4' 1.9E Microllom LVL 2 IIIIERFRAIAE C111.111 TI M 4 3/4' 9 112' L 9E Micr.tl­LVL 1 2 2 61-1 1/6'A.F.F. LEVEL NOTES AR 1,71' HANGER LIST Simpson Strong-Tie Company, Inc.? File Namel woodruff.JOB Plot Lev,[No— SECOND FLOOR 4 1 1 I'D I H?I -11) Oty Product Labe[Top No I 15Face No i I sMember No I I sNotes Plot Date 5/24/01 14:43 . . . . HI 10 .5 B-NIO �I)—(5) Design Date: 5/24/01 14143 t/t /12! . . . . H2 3 Nil:81//99.5 8:N 0 (1) Drawing Scale: 1/8' = V j2 , , * , HIS ilTT9.5 4-1,110 2 MIT 2-NI0 (1) Job Status' I tlsu­E��7 It A "I 75 1 42 Hanger Notes; FIRST hDOR....Checked Foundation...,.Foundation SECOND FLOOR Ready to Plot I W-L"+t I WH 6 Ji Backer Blacks Rear 5/24/1 4: 1) Indicates non-stocked hanger . . . . 14.36' 61 (5) Required 0 1 4 2 SYMBOL LEGEND NOTE: Level design times ;nd;cnted provide assurance '10'e 42 B.raAcB VI m HI J TJI Joist Type stackirg. Upper levels must have ear li,r Or C� kri r 1�J: . . . design ines SHADED AREA DENOTES SET A2\L 11"7 1 M Rectangular Product Type Design Methodology: ASD U RAFTERS AT 24"D.C., AT e W, I OPTIONAL AL BOX-OUT WINDOW H2 = Bearing t Floor Area Loaligg Is: WA I RAFTER = Dean f Live Load AND WALK-OUT BAY CONDITIONS xl: To I p Dead DILLOW BOTTOM G,.ID� 2 P:F Load E/i� I \/ x Column I CBO) Additional operator input toads have I Hanger Type been added __j -2x1O F M Joist Def`lect;cm+ Ljj Hanger Symbol La DOG Lave Load 2)-2XO U Maximum 2-2.6 1�L. L/240 Total Load < 2L 0W.o of c,F TERJ55 TJ-Pro Rating Information: /8', Rm Rim Type Weighted a 41 L( 'v'r 3 -ij :E D 10R.t)�. I rgo"I 4 -3 Point Load Highest Ratin 51 GENERAL NOTES L I me Lead Glued&NailedDecking is Assumed 7- U 0 Direct Applied UeIlpip I Assumed I MICRO-LAM(M.L.)BEAMS AND TJI',TO BE Area LoadFloor DeCkingi 3/3 OSB INSTALLED PER TRUSS JOIST CORPORATION RESIDENTIAL PRODUCTS REFERENCE GUIDE Detail CatIoLit Label or O.C.,$pacin $I III, g 16'. 2 ALL 1T8F1,AR,1-WAILS 1; Be Builder's(der's GD I ale or Pocket lu 11,)D f t W Dean Widtht 15'- A 'x �'5E' L RTE LLBY f�l Bearing Width Label R ,I I THAN SHALL D X4 Standard'im:/R STUDS AT EACH END(IJ,W O. h- Joist Layout Symbol TJ-Xpert 6.11 (#675) A 3 MICRO-LAM HEADERS HALL BE SUPPORTED 6 2K 1tND11/B1`�A2M'FILL ER 0 Wo It Hnder/Bearing Width Warning C6.�I D6,11 $6.11 P6.11 0 EACH END(U.N.0,) xUP ess noted otherwise 4,GIRDER,TRUSSES SHALL,BE SUPPORTED BY REQUIRED BEARING LENGTHS SECOND FLOOR FRAMING 2­2 4,@ EACH END U.N 0.) 5 ALL NON-LVL FRAMING MATERIAL SHALL BE B'Dr #2 SPRUCE-PINE-FIR OR BETTER Warning 11 Lobe I LemOAS WP322 WOODRUFF 6,ROOF DECKING SHALL BE 1/2"WAFERWOOD. @ MI (20) 8 ®INDICATES BEARING PARTITIONS Headers not listed,requ- 9 NDENOTES 2-4 SUPPORT STUDS-SEE NOTES #2, #3&#1 ABV 1.5 of hearing length. ICALE,I/s=­. No alleoR DATE BE AM/HE ADER LENGTHS ARE SPECIFIED IN BOX ECOND FLOOR-- .---.products not Jist�d, —8- E] -- 7—------ A RE 4,T-5 rev,,, 10. adequate widths i prev or B.A- 11 2-2x6 HDRS 0 ENT. CABLE END NON-SRNG. QPN'GS S CHECKED BY ------ FRAMING PLAN CITE: 24 APRIL.2002 #—-—------- -------- SHEET NO.] 20 one side. o JOIST AND BEAM LIST �F Use 2x4 both a.�. /sides if joist Plot Unit a of Net cC\ / / spacing is greater ID Length Product Oty Plies oty _,= u — than 24"o.c. �_° 9,_61„ 9„ 72•_it t•• ill 1T I1 7/8' TJI/Pro-120 joist 9 1 9 nUvo= 4'-8 M5 16, 1 3/4' x 16' 1.9E Micro=Lan LVL 1 2 2 / 2 rows Ed,(20")box E'„ 0"��__(_�_,6'-6,,' _��2 0"2'-n" 14 17' 1 3/4' x 11 7/8' 1.9E Micro=Lam LVL 1 2 2 nails at 6 O.C. =ate C3 0 ARCHED CEIUNG4-« 6-5" Beveled 'te y '2z4 block 1�0'�FLAT :I ©vOo"o cA�'T _ Beveled bearing plate required a�°= CARPET IT when slope exceeds 1' per foot =v _ 36"SEE-THRU 10'FLAT rn E9 RE-FAB FIREPLACE r J1 I I I R1O 2 LOW END e`er 7/8, I I I I I I I :" ��� A2.09 NO SCALE tea" N 6•NO. _gib •_6• 4._63„ 427. Ol MS 2 w R14 e 3'x80 S.R O. Q z I `9x i 8'FLAT IF". i 0 �z c�5 w I I 1 I O A T - ° LIN. y I I ( 1 la I 1 ; K/S Al OPT I 6� +�- LAv -1--�= _1__L_, IJ 1 I I 1 PER s J _G� LL FLAT — - _ N rfMiERFD cuss PnNEf VK 2x6 LE�GER IFASTEN W/ d NAILS, 2/STUDD P� j PT. 9a r I 1 1--t-- L L-L c )-2 is L_L_L_L fR. - — I � nG I r M.R.G SU 0 a 0 2•_a' 4'_0" 5'_0" L L L-L- - Q TILED 1/2 WALL W ANEL _ 4G R 5E IIl1I LL_ = J DETAIL THIS SHEET 1/12 _ __L N R W ' p°` Q zLUXURY BATH MASTER RETREAT OPTION L�Rr-ac i/iz' � _L- 2 ,tiOQV7 Rr-aG 2 n 2 x 6 HEADERL TUB/SHOWER WALL DETAIL 2x15 RAFT. 1-1 LE1R CHA$r;NT.uw, HATCHED AREA DENOTES 2x6 OVERFRAMING T 24 O.C.-BE SHEATHING UNOEft OVERFRAMING TO ALLOW FOR PROPER VENTILATION-2x8 RIDGE I I I 1/2"W.W.COVER 2 - ROOF FRAMING PLAN I• ` 2x6 SUB-FASCIA(T1'P.) WP322 WOODRUFF 9P 9FH R ROOF FRAMING PLAN FIN.FL �` SCALE /8 1`'a' REV ON 6AIE Y I ADD TIMS TRUSS 17/27 , ._.../ )=FIREPLACE CHASE DETAIL .... ___ _... ..... _.- THE.ALTERATION--OF"-THESE PLANS-UNLESS.-DONE UNDER THE _. ... ... _._ _..... /a"'''-'AT OPT. GAS FIREPLACE COND. °RA °1° G°D a=r --- - - A_9 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 DATE: 24 ARRIL,2002 — SHEET NO. 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 2'-0"MIN. ENVELOPE COMPONENT REQUIRED PROVIDED TYP. ROOF TRUSS 2' 0"MIN. EXTERIOR WALL R=18 R=18.01 i"THERMARBER INSUL. AT TOP OF ROOFICEILING R=24 R=29.4 BLOCKING 1/2"GAP 0 SHEATHING a SIDES TO PROVIDE SMOKE STOP. FLOOR R=19 R=20.13 1"THERMARDER INSUL. AT TOP OR 2-1"GYP.LINER PANEL SIDES TO PROVIDE SMOKE STOP. ROOF SHEATH114G FOUNDATION WALL R=10 R=14 2" USG C-RUNNER PANE ROOF SHEATHING SLAB EDGE INSULATION R=2 NIA Es� GLAZING TYP. ROOF R=1.7 RP2.5 TRUSS ENTRANCE DOOR R=2.5 R=10 INSULATED DEPTH BELOW GRADE D=48" D=48" BLOCKING R=1.7 SKYLIGHT R=31 "--ROOF TRYSS DROP TOP SKYLIGHT%OF TOTAL ROOF AREA ll%MAXIMUM 1<1% R-30 FIBERGLAS R-30 FIBERGLAS CHORD 2'FOR GYP, LINER INSUL. PANEL INSUL. ROOF TRUSS DROP TOP CHORD 2'FOR GYP.LINER PANEL TYP. USG 2 HR. FIRE BARRIER TYR. USG 2 HR.FIRE BARRIER 112"FIRECODE 'C'GYPSUM PANEL 1/2"FIRECODE V GYPSUM PANELS ­1/2"GYP.81), --WALL CLIPS 'j 1/2"GYP,SO ALUM.WALL CLIPS ATTACHED TO METAL H-STUDS W/3/8"TYPE'S'SCREWS PARTY WALL @ ROOF 1;�ETAIL 2 _�FARIT-Y-.l WALL ® ROOF 1;)r=TAIL 4 -00' ';E'LL =17TIC 1/2"FIRECODE 'C'GYPSUM PANE 1/2"AIR SPACE (D �N/I/ERTICAL OFFSET TJI FLOOR JOIST V-6" WALL PLATES(TOP&BOTTOM)- MIN,RETURN'WH TO BE CONT. AND CUT TO FIT HORIZ,DIST. BLOCKING MUST MAIN N­ FILL 14 _____(2)I"LAYERS NO VAI`rAI �/j R_VA OF NBC GYPSUM LINER PANELS I"CLEARANCE FROM G.L.P. WALL PLATES(TOP&BOTTOM V_6" 1/2"WTA ERWOO7� 7 i TO 8 r CONT. AND CUT TO"T READ OF ACOUSTICAL 5EALAKT_ 10"POURED CONCRETE WALL SHEATHING I I I'M 0 EACH SIDE OF C-TRACK WALL HORIZONTAL ALUMINU iFILL R_V/ W/I STEEL POWER SIDING __x 0 DRIVEN ANCHORS 0 24"O.C, -----CENTERLINE OF 2"LINER 4"WAFER A'ERWOOD_� '�-2'*LED STEEL P ANILI.lAlll WALL& b WALL SHEATHING NO C-CHANNEL CENTERLINE OF FND,WALL HORIZONTAL ALUMINU —1/2"FIRECODE'C'GYPSUM ANELS V(R5 0 FURRING 0 24"D.C_� SIDING TO COVER H-STUDS TYR 4 T 1/2"GYP.BD. LINER < ,OVER METAL H-STUDS ------— 2 EL L C"USG STEEL VAPNELS -CHANNEL 2"USG STEEL LJ 1/2"FIRECODE V GYPSUM PANELS H STUDS0 24" 0 3 1/2"FIRE GLASa 1/2"GYP BD. --2-El" P INSJL(R-11r LINER PANELS —2X WOOD STUDS 2"USG ST 'H',.STUD S @ SW 24,,DF�C 16"O.C.FASTENED V'�3/8 2/ 3 1/ , PARTY WALL ® EXT. WALL DETAIL 2" O.0( -1 '----2X4 WOOD STUDS 1 16"O.a (D WALL EXT. WALL 1:)r 3 PARTYRJ ZIAI A L L EXT. DETAIL /Ho0 0 �= =T A/HORIZONTAL Of=f=5r=T FIREWALL DETAILS F_-1 SCALE 116=1-D 10, REMWN GATE .......... 2/12/9g THE ALTERATION OF THESE-PLANS UNLESS DONE UNDER THE CIA—Sl, ...I.Ey D-1 PARTY WALL FOUND?.TION WALL D ENGINEER OR ARCHITECT IS A VIOLATION OF A LICENSED OLAT ON OF THE STATE EDUCATION LAW, RULES, AND REG- ULATIOINS AND IS A CLASS A MISDEMEANOR DA7E, 12 FE8RUARY,1— ..........—-—------ SHEET NO.