Loading...
2002-486 (2) ��T ����. nON CONSTR.UMON COI) ; .. PARTS COMPLIANCE FORM 0 UUN Building Design by Acceptable Practice ro- dvvfv O,, tTFIDING I I - CQO; DDRESS_ DATE: COUNTY: G �/ .R.0 =Cl,ErIGM ER,OR )3NT1ZACroR: -rHC- MfCf4&�f &,IW OP PHONE. 518- 'ER AITAPPLICANT: 5,i/ge PHONE HEATING DECREE DAYS (Table 2-1) ❑ 5000—6000 X❑ 7000—9000 I J. BUILDING DESCRIPTION (Pre-qualifying Conditions) If the budding does not meet all of the following pre-qualifying conditions, part 5 of the Energy Code may not be used. i 3 Budding 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%_ i-II_ PROJECT TYPE `X New construction ❑ Substantial renovation of existing building ❑ Addition to existing building ❑ Exempt(7810.6c) af EJAQ, ICI. HEATING SYSTEM TYPE ©Gas-fired Oil-fired El Hcat pump ❑Electric t Joint Sealing: 7814.10(i) Joint t.ocatialr Scalanz Type Slaccifrccl PlanlSpec_ Rcfcrcncc Windows Polycell Doors frames, t,-atherstri pin l Wails at roof/ce'Uhg Walls at floors/found- Polycell Wall panels N/A Utility entrance Weatherstrippinq Penetrations Polycel l . Other Other Air Infiltration Barrier: 7814.100) Location Required? Specified Plan/Spec. Reference Walls yes l-no No-Cedar Siding Other yes I no Fireplace: 7814.10(k), Required Specified Plan/Spec.Reference Outside combustion Yes air duct with damper Flue damper with max.20 cfm,or cbnver �20 c.f.m. damper and non-combustible doors - t 4 Gas fireplace ignition NO 1 VI. HVAC PERFORMANCE: 7814.11 (Table 5-3) Equipment Minimum Performance Specified Performance Plan/Spec_Reference j Furnace 70 a AFUE 90 a Boiler Heat pump r Central air conditioner vtt: ttvA�; (-;vN 1 HVL� 7814_12 Temperature Control Required i Specified PlardSpec- Reference ermost2i each Yes dwelling,u nit Shut off at each Yes terminal unit i Thermostat Required Specified Plan/Spec-Reference Minimum range Yes 45-F 85-F Deadband Yes range >_ 5' Automatic Yes' capability j • f 1 Vili. DUCT SYSTEMS: 7814.13 Category I Required Provided Plan/Spec-Reference Duct ? 1"thick N/A in conditioned space insulation R 33 in uncondtioned space _ { Transverse Sealed Yes• joints j IX. VENTILATION SYSTEMS: 7814.14 System Type Required Specified Plan/Spec.Reference Supply Damper at envelope Yes Exhaust' Damper at envelope Yes Supply on/off switch Exhaust onloff switch Yes ` . t X_ PIPING INSULATION- 78'14.15 f Piping Typc Insulation Providcd Pl;tnlSl)cc. Required � R.cfcrencc I Heating distribution` ?- 11/ N/A Service bot water`` 3/<:' 1 N/A `Does not apply to ruaouts_ "Does not apply to piping with a diameter less than or equal to 3/4"inch- XI, SERVICE,WATER HEATING: 7814.21 (Table 5-4) Performance requirements Wacer Heaters Minimum Specified Plan/Spec. Performance Performance Reference Storage EF > -93 —_00132V 15 _93 Instantaneous N/A l , 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 I1D A Pool heater on/off sxzq"tcb N/A Electnc water heater separate sv-2tch N/A Gas/Oil water heater separate valve Yes XII. ELECTRICAL. POWER-- 7814.31 1 Category Required Specified � Plan/Spec- Reference Electric meters Ea. dwelling unit i Gpf-CUE FFAK£rJ *ALL: rORKSF'££ Insulatad K Cancttuctian ftiria Ca.caon�nt �lrata "Ic 0.68rat. Ait ��,� 0.68 - .45 ... .45 a - -•-. ttalIboarc _ ._. . _. i _ -19. . . .. . _ 6:`�Bgt - - - - - - n:ulati.cn ---- 2x6 C 16" o_c. 6.87 Stud: -54 1 2" Wafe _S4 ' --- Sheathing - - -- - -- - !! I - { `ding - - -- - -- - 4 O_17 £.xt Air F:1m t 0.17 2149 . ..... . _ 9.36 _ R-Total (1� insulated !`ractionw FraaeC Frzction- - R-Total 1nsL7ataC - R-Ioza2 fraceo UK .15 3 21.49 t 9.36 OS6 r r X411 Stud Spacing 10%014tad F•racticr. £raM<d Fr2czion 12^ O.C_ _6.3 . 17 16" O.C. .ES . 75 t mil" O_C_ .66 = • . 7Z . t' RASEMENTIC£LLAR K.tLLS= KORKStt££- stairwells R-Ye l uc R-Ya C c;c with £xt. Z Construction .cith tat. tna.alation Coaoonants Insulation -- . . ....._ ! Ext. Air Fil I . ._0.77 c - - . None Exterior rinish � � $�• POLLC� 1 . ._ . . ._. .. sloct (Concrete) d Core In-tulAtion t - - - - -- --- �c�r any) { - --- ----- Nil :f Insulation /O�gjO ti- j (axt. or int. ) .......... i Nbne ..... Interior Finish ._...... .. f.ir �'C1n '1 .. . . ...... R-Tot a l 1 - -13 :37 w R-Tool a,• I Exposure Above Crtde 8 « Depth Sclow Graoc 4$ o T y EASEMENT/CELLAR WALLS: %ORKSHEE- ` " R-Yeluc = R-Yalcc with Ext. = Conctructio% i with int_ incyitti.oa Coetaoneats - 10 Sul•ation 0.17( i o.17 + .. ........ Ext. Air Files •- j i . . . ..... .. . £xtcricr Finish . _ _. . . _ . . . Sloct (concrete) e Core I nsu 1 a ti on - - -- - - - - -- • l fa:u14tion o- Il--fla < . _.. ...... {qxt. of i nt.} - None Inteciot• Finish --_ (nt Air File 13.57 .. .. ... ... A-Tota1 .... . ... . . 1 - K R-Total Uw Expocarc Xbovc Crida Depth Bcl off Grace 48 �� 4 OPxCU£ FPAKED rLGGe= RORK5P•r_ 7 77i < R-Value R-Value Insulated Construction Framed i Area CCrtcncn-s lraa i 0-92* i 0.92* { fxt. Air, Film - -._ . . . nnn , 6" Batt 19-0U, .. . InSUIat7 On - . . . . _ _ 11 7/8" TJI`s @ 24" o_c 14.84- i 3/4" waferwood i I . _:93. ... `uh-Floor ---=�3- caz� inyl t . . Fin. Floor - 1=- 0.92 0.92 (nt. Air File+ 21.02 .. � R-Total 1 Insulated Fraction=* Fraaed Fraction— U + 0 R-Total Insulated R-Total Framed U .95 + _05 0 21_02 16.86 -048 * For vented crawl space, use R « 0.17 for ext. air files. t ** Floor .foist Spacing (nsulat`ed Fraction Framed Fraction i 12" O.C. .87 . 13 16" O.C_ _90 10 aOOFICEILING ZVENTECI: f Ile Insulated i Construction i Fr4acd Area I Coavanenta 0_17 Ext. Air Fil es 0.17 Batt ---- 12-00 Overlap -' •2X4 bottCM chord" @ 244' oc 4.35 -45 1/2" Gypsum Ba- AS .•........ .... Wallboard ....... lat. Air Film �58 R-Total ..17..... InSUIAt-Od Fraction* Frasted Friction- R-Tbtal lnjulAt4d R-Total Frasted -93 .07 r -034 31-23 17-58 Roof Joist spacing Insulated Fr4ctiC171 Framed Fractio4 13 16" O.C. .90 .10 24" O.C. .93 .07 88-2 NOTICE 2-O�2,-5 2' 19,-9j" 'M"E I I ARE REQUIRED IN BEDROOM� 10", T 1 8" 2'- 16JACEN AN 17 IN Ll I D ON EACH FLOOR LEVEL It'POU 1)GONG.WALL _OVERSIZE _ CELLAR OR BASEMENT. ALL SMOKE 2"H X 4�IVN DETECT X 4"D 13M.PGKT. "WINTERCONKICTED NALLLEVEL&_Z� — — — — — — 6"POURED CONG 11—W, 111/ Z FOUNDATION(TY —KOUTWARM SLAB q 5000 P`51 Fd5CH.40 PI CONT. 4"CONCRETE SLAB-3000 P51 8"XI11"CCINTIN1015 CE ON 4"MIN.COMPAC, V CONIC FOOTING(TY J Kb`x5`PLATE CO R GONG.FOOTING GRANULAR FILL N A C""(i5'0"O' p-I) TTOM a LOFT Op u����� WFJ�ISHED 2500 P51 PLAN CONCRETE 3�� SLAB ON " el'POORE MINIMUM FURN AIR FILL CONCRETE COMP.&RA;L CL P05T HALL(3,000 POSV-4" —HN 9'-4" ARI � of SAYR OVIR51 E M, P05T 9'-4" 0 12 f/2"h 4- NOTE: FLUE iklAllb�PO�Cr.E2T'I',2�'A-EE4N' 11"5xL24 BEAM 5PLIG11 P05T THICK55"x SHOULD NOT AL111 J."r Kx1111 A CONTROLJOINTJ 22 K K.— () - - -[-I T" rN 7 7 SECTION F12 1�27,7x—,, rUpN. 3-1 3/4".11�1/8"H.L.am] 4 12 11211H X D 13m. rTL'_:i X 4'D 5H.PGKT V no scam FOUNDATION JOG DETAIL 7'.4 CONTROL JOINT HANDRAIL 0 52"BOTTOM PLATE TO 13E PRE Ep, TO ABOVE FIRE TRTD. COLUMN ON 42"X42" I OVEK51 E Fz,WALLS STEEL PIPE I 5`11 STEEL NH COLUMN,TYP X21"THICKENED SLAB Kn pj- 10'-44' 10"POURED CON r FOUNDATION a NOW 11.MN,STEEL 0 P51 ON WALL ONLY 1300 OLU 5 b 3 x 30,7, 20'-41" FOAM INSULATION MUST BE CO vt 4 C11, 4" I BEAM POCKETS TT BY A 15 MINUTE THERMAL BAR R IJR 7-11 771/f�-H.. m N5UL TO 48" F1 BELOW FIN. RADE, 1�.U!" Yrp�,LL F WALLS 01 THICKENEDup I e EXPC15E T COLD. STEPPED RISERS 1 5/16'E HAND &32"ABOVE TREAD 1w FOOTING NOTICE b".x 12 1/21,.4' 12 THE D5 a q'�.I 1/5"NOSING O BEAM POCK KRAFT PAPER INSULATION M BE 4'N x IO'h.4"d FTH I E F IN BEAM POrKET5 ZE _AVAT]I-RN =0LI m COVERED BY NON-COMBUSTIBLE 8 RR 1. CONTROL JOIN i�l .— — .1 1"THICK SLABSLOPE 4" 5/4" ...... ..... UNEXCAVATED If I) I� STEP FT. PREP CONTROL ICINTS, TIN& 51-01 1 4b UN-EXCAVATED ARA UN-EXCAVATED� TED TO I RE UNEXGAVA P 4� -ONCRETE iv b'THKK 5 A3SLAB L 4000 "1,r 'l- 5LA5014 MIN.COMP. FILL _I W.W.F. p RA LA RAN.FILL INI.AxNIA N 0 SLABS U� 4 LAII ON 4--IN 'N 01002'ECIO."F'RETE T' I 0 x111.4 W.W.M.-INFO, Iv TROL At I,FILL COMPACTED IT-17 JULAR FILL /b. Is slo 0 IN. 4 TEP F1 46. Ir i�ci..,C'�IEENAURYBU!LDU,GOEPARTMDn.� cc,, 8 7 compliance on Our limited ,a.i it,POURED CON�.NALL —HOL nation, D DOWN TOP OF FND.HALL p ianm with our COMM GONG. 22 rO1,N`.--j PER SITE CONDITIONS AND OVER OUR 5LAB _fO..LLT Wt be construed as Ind' "shall _ _ I I Plans and CatitV the — — ----specifications are jr,fig I — I j 15 12'-11 //pr;,Q� " �')K,N.FOUNPAH 13 cc"Viance with the code, ER R 5LAB 44 WAVERLY PLACE VERLY PLAc —LE---D" FOWN OF QUEENSS RY BUILDING& 2Z-b" F-1 T. ­7E-0102 SHEET NO. DATE GENERAL NOTES I. WINDOWS IN BEDROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 4 SQUARE FEET.THE MINIMUM NET CLEAR OPENING HEIGHT SHALL 8E 18'.THE MINIMUM NET CLEAR E OPENING WIDTH SHALL BE 18" SILL HEIGHT SHALL NOT BE MORE THAN 42" All.@ ALL ABOVE GRADE STORIES. � ". � &PROVIDE 5/8"TYPE'X"GW8 ON BOTH SIDES OF COMMON WALLS OF ATTACHED GARAGE, o o� AND REMAINING GARAGE WALLS&CEILING a 3,ALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHEREWISE. - 4.PROVIDE PROPER BACKING FOR HOSE BIBS,FIREPLACE MANTELS,PANEL MOULDING, -- RAILINGS,VANITY TOPS. - 5.PROVIDE FRESH AIR FEED FOR FIREPLACE PER NYS CODE. OPTIONAL WALK-OUT BAY 6. GARAGE WINDOWS DO NOT REQUIRE LOW E GLAZING. 6o T. a GARAGE ENTRY DOOR TO BE 3/4"HOUR WITH AUTO CLOSER INCLUDING METAL JAMB. - E� =w B.M.C.R.O.=14 1/2"X 24"BOTTOM @ 48"ASS, 9 ALL NON-DIMENSIONED WALLS ARE 3 1/2"U.N.O. 10 PROVIDE FSIREBLOCKING @ 8'A.F.F.MIN. 7-II}" 13'-3}' .I II 2x4 NON-BEARING STUD®76tt OBCRNG.STUDS&KITCHEN/BATH WALLS @ 16"O.C., ® L2 TO G 12.8'-1 1 8"PLATE HT @ LET FLOOR&8'-1 1/8"PET.HT.@ END FLOORS-U.N.O. �°Ev -G OPT.(x�OPT.x OPT.x - HALL / S1E7'h RA I�A REO� H.B. - / �' °"� _ © ND, 2x4 PARTY WALL @ 16"0/_ __ - 11 a'FLAT ,W COLUMN @ UVJDIN. " I&,C-11"HDR.HT.@ 1ST FLOOR&6'-10 7 B"@ 2ND FLOORS-U.N.O. - A s -- - - - - k S ETECTORS SHALL BE HARDWIRED _ a 6 a.E a-0 F.B TH EXHAUST VENTS SHALL BE VENTED TO THE E -R 5""6OP"'=' ==-T /8"PLT.HT. 0'- /8"PLT H'P uao o »- 0OI 5I/2 �f-d' .Lz•-6-_ 1 BEDROOM 2 GEND I 1O'FLAT CEILING MASTER SMOKE DETECTOR TUB SHOWER SUPP OPT.FIREPLACE ® / L GAS BIND J I (-r CARPETED FLOOR BEDROOM PLA T LEDGE �I PLUMBING i'ACN L.- 10'FLAT CEILING o PLUMBING NT LIVING L� CARPETED FLOOR VAa7T)CEILING x. CARPETED FLOOR C BALLOON FRAME WALL 5� LIVING BELOW OPTIO AL _+. �° 3 'C- -d 3-'C-� _ _ gip- --_T1 s �i WALK- UT. o = ---_-___ `s SLj 2 2, i .4-6: 2-aTl. — oY f =______.- jr Ply y'y APPED WALL a 29 1/4'` - r 5/4'x B'DAY.GAPERD W L w yQ AF.F.N/6'm WOAD P05T5 RAILING T 32" < z 2 KID,DEEP HEADER O x�" ABOVE EAD O 2�01 ro `e I DDWN 74 RISERS 8 EA.6" 3"xe /" YV _ J 13 TREADS @ 9"+1 7 8 NO © DINING 13R AT"1 D _�1 INSTALL REMOVABL'c / = y 'j" CARPET FLObR IDT AT q"rI /b" w 5A5H HERE 7 b a'FLAT ++ - OO ,z i � LOFT _ N05 1'� ®r-- 16 N. OPEN RAIL.ING AT 36"A.F.F. BA'PASs-ruR ER 'r71�iYt+ 0661a,ATH 01 �,.,I _ -- p ION 5/4'x H - „bGARPET HD II DAr..cArnE _' s. s •�'�. �" L --J-r FOYER KITCHEN n' � WA L® -- --- z. a - --� KITCHEN BELOW OD'T.N VINYLCA ' ru -v wr rul'AFFVIN. y�.`'-$__ BELOW -- _ - lo'FLAT Z•- 1 OPT.PWDi-A, E s'� FOYER 7-l0'� $ _ CY O ERAMf, 48`�- STOR. SEE SHEET'A-q 5/4"x B" 51�LE� N LND "OR LUXURY BATH O AFFT:O WAIL INYL Z :<. O A 8'-3'APF ' ('PLANT J u 12"iA!L VAULTED C!UL N' TO IO'FL 7 p•_ - 2'•• k j' P-TtmQ HIM BOTTOM OF DOOR 3/4" \ LL �3=4 TO ALLOW FOR FINISH FLOORING 5'FLAT TO 5 LINE ( OD STEP PER 517E CONDITIONS I �p BREAKFAST - ENTRY 2 CAR GARAGE -7..~_ - �✓ VINYL. II CONCRETE FLOOR @ --- 2 STORY PLT.IRT. ®FOYEP. GARAGE NOTF`tt x •_ v -� x CGOLUN�INS ED 5/H"'TYPE'X'G.W.B.ON @OT'FI SIDES g t\\\\\N _ OF WALLS COMMON TV iGYN6"AND- r1 GARAGE,ALL RrMA, GARAGE SECOND FLOOR LOFT/BONUS ROOM VARIATION 7-F�,7�d• WALL5 AND ENTIRE I,BILINC. ALL. N V P OPENINGS TO LIVING_PA-F SHALL / I BE 3,4 n.RATED, /+UTE)(:LOSER/ I 1 46 WAVERLY PLACE I ----� WP322 WOODRUFF --o O GALE i/e DATE aEvlsr — - - ------- THE ALTERATION OF THESE PLANS UNLESS DONE UNDEP, THE DRA D,: DFREr — — �_ A-2 DIRECTION OF A LICENSED ENGINEER OR ARCHITECT IS A __I VIOLATION OF THE STATE EDUCATION LAW, RULES, AND REG- - -- -- -- FIRS-FLOOR PLAN ULATIOINS AND IS A CLASS A MISDEMEANOR DATE,3 JANUARY,2002 -- -- SHEET NO. RIDGE VENT -RIpc'F VENT 1/2' WAFERWOOP ROn-SHI 1/2"WAFERWOOP ROOF 61HEATTINC, ./H-(LIPS AT 2A"06 WIN-CLIPS AT 2-A"04- NY�E CERTIFIED ROOF RIDGE VENT TRUSSES RO LF 11 ERTIFIEP ROOF A. 06� Y� 7 TYP AT?-A"OL­7YP, lz HEEL.H �TRL6�-;�AT 2A"06,TYP. HEEL HT 12 FIBERGLA55 SHINGLES 2-D"M.L.JP5ET BM. I 12 —E.3 II 7/S"'Tit RAFTERS @ U"OC, S. INSTALL TYVEK E OPT, BATH BEFOR TRJ)55E5 ARE 2,1 IN5TALLEI? HEft,HT, HEEL HT. wzW _JI FLOOR 061-5-AT 16"01 9 FAVILEl E I"" —51HEE rK MYL V-CROO E Til FLOOR 50:15�5A 6! 06 1, AILS -E 3/STUD G- NRAP D 3M. rONT.VENTED OFFIT U 2-11 llbJ�,L.ORC�PED BM-F LIVING MUD BATH T I -r-F GARAGE 5,5 MIN R- DINING [3/4"TA 6`4AFeRE'OARD Al�lll 19 ROOM FLOOR SHEATHING, WAIL.1 Vj/T'l'lyl'lR,l'/w.. R.- AT I'M 5'-RENED 15T FLOOR T"6' MIN BEDROOM Y2 &LVED AND OPE Y GyE.BOARD AT RIM BEARING WALL 11 7/5"Tf W'OL 15T FLOOR T'O'P' --F'5-26 R-11 INS-LATION TO I J j CELLAR BUILDING SECTION 3 EXTEND "EuOE f5ITLMINOJ5 DAM ING,Typ— J II 4!'CON(RETE SLAG SI.pDR LSTA15 strop f 0 with 12-10d x ID"nails. TJ blocking 4"PERFORATED FOOTING PROVIDE VxA"KEYWAY GETWE�F DRAINS,66NNE(TEP To 5L"P PIT FOOTING AND'aNPATION,OR RIDGE ANT 12"-#4 DOWELS Al-34"06 OPT.BAY BUILDING SECTION 2 T�OH AT 13—lEd bearing 2R8 MgC, 11MI,I r..Ild 5 ��T�11-TH15 ENEET IYE[(AIL I P—h-4SL.1 R14 _P @ 1��D B 'taggered F` _E22:� TirRb,,Str.nd RL HIGH END HORIZONTAL VINYL SIDING AIR INFILTRATION CARRIER 1/2"WAffERWOO?,FV,2ff 5hEATHINC BrGIIDA TVL, w/N-(LIPS AT 24 CIL, DIV TER m ------- 1/2"WAFERW000 WA-L SHEATHING 12 20 EXTERIOR WALLS AT[Bt'OL, LPT ------- OPT.BAY R-19 GATT. M5J.-ATION P, K16"O.H. fo- NYS. 6ERTIFIE Rol— I MIL.- - Y VAPOR CARRIER X T A F NEW TRL65ES AT 0—T 1/2!,C'Y,ELM WALLKOARP %) 2 B R� E:- NT HEEL HT.9�- -2.6 LEDGER -SAG' F- T,"ll OPT El�A 6 L T/PLATE pill A, j I t,12 W� 7 4� AAR J1 FLOOR jg',TS T W 06, 1/2"M.L.BEAM ED AL TYVEK LJL 7 -1 TO HOLD 11 5UL,14 PLACE LIVING ;six 0 INSTALL KITCHE DINING WA D RE, E MIN,9 ROOM ✓ s14"T&(V WAFEIR!0ARP AT RIM FLOOR S-F,'XIIINE, ILI !4 GLUED AND 5'-RENED. RK-ELP®R I ROOF PLAN w ra d ld� 1 11 TZEL—ATE 46 WAVERLY PLACE DI ERTER HANDRAIL AT ArO,--TREAD 2"!11 V'o sTca PIPE 6OLJVN ACE —F�25 P-11 INOLLATINI TO WP 322 WOODRUFF EXTEND A6'tELON FIN CIP-IDE ELLA IB, f5jrLMIN0,F,PAMPROOFINC,,T'YP---, 2�-OH jCALE:116=1'-O' NO. REVISION DATE SLAB THIrKNE55 A"PERFORATED FOOrIN0 PROVIDE 27xA"KEYWAY DETWEEN ---�-- XA, DRAINS,CONNE6TEP TO SUMP PIT. '00UNIS R�V fOLNPATI0q DRAWN BY,A,GODFREY A2.04 OF,JZ"-#4 PONFLS AT 30"01 BUILDING SECTION 1 DA- 12 DECEMBER,20M SHEET NO, A D.2 11� LJ l Ju T ILI PLATE hl 7'-A 8 8"IT R.HT. 1.4 CEDAR TRIM--- 10 61OCNP FLOT FEEL hT, 0.000- HEAEER HEIC T t I I AL 11AY j HE1611T 1 2 I II I 11,1 If 4 II I I'll L L FIRST F%24F, r-1: 1 F� r--I i FIRST FLOOR L-JI LJ LJ [E� STEPS PER STE-) 61%PITM IZ fo CEDAR IrIPED COLUMNS---� r— TOP CF StA5 ------ FRONT ELEVATION REAR ELEVATION OMON&WAJ EUT r1AY -LI— X- COE) I-Ea HT, OFT MAL WRY,1J,---- RAT ICIMT T A j OPT.—Dow 0 0, TO Ir On .UILT—IN OVER FIREPLACE DETAIL + I l- II� �! i II T I Lill I Uli F�a FIRST FLOOR ME, F-I� Ail lLj L-i 46 WAVERLY PLACE WP322 WOODRUFF IL RElls'. DATE A2.05 LEFT SIDE ELEVATION DATE:30—,2001 SHEET NO. GENERAL NOTES DIN.(RIM WMAN6ERS @ WIW0A5 POL.RIM WMANEERS[WINPOrVS 1.MICRO-LAM(M.L.)BEAMS AND TXE TO BE INSTALLED PER TRUSS JOIST CORPORATION RESIDENTIAL PRODUCTS REFERENCE GUIDE NOTE OVERHANG TREATED SILL PLATES 1/2" 2.HOLD FRAMING MEMBERS 6"CLEAR BEYOND END.WALL TO ALLOW FOR FURRING OPT,GARDEN-LEVEL OF EITHER SIDE OF WASTE DRAINS AT TUB u AND SIDING FP END WALL.AREA(HEAR&GABLE SIDE WALLS) TOILET AND SHOWER.DIMENSIONS INDICATED JOIST AND BEAM LIST G E OPT.GARDEN LEVEL BASEMENT ARE FROM CENTER LINE OF DRAW J=g o u 3.ALL FRAMING MATERIAL SHALL BE Plot Unit N of Net T'2 SPRUCE-PINE-FIR OR BETTER ID Length Product Qty Plies Net ooE.E= ao•-i. -- Jl 36' IL 7/B' T1I/Pro-120TS in 6 1 6 4.FIRST&.SECOND FLOOR DECKING SHALL BE J2 35' Il 7/E. TJI/Pro_"CT5 Joist 6 1 6 `�^oo 4N --- Ib'-- 2' -a'-a•� 2' -� a•-5/O°� 3y,,.��-qL� 3/4"WAFERWOOD-GLUED AND SCREWED J3 34' ]t 7/8' TJI/Pro-120TS Joist 2 1 2 - - (( 5.BLOCKING UNDER PARALLEL PARTITION WALLS ABOVE J4 33' 11 7/R' TJI/Pro-120T$ aist A2 A2 32'a:c: e�ARirBi AwaLisWAus, JS 32' I1 7/B- TJ[/Pro-120TS joist 2t 1 21 - _ E. A2 I.75' A2 t6 is _za 1.75' IJS' J6 30' 11 7/8" TJl/Pra-l20TS Joist 2 1 2 aiaw A2 1.75' 1.75' C _ -- A2 6.ASUPPOLL IRTEDSTSF BYMSIGPSONB�AMS SHALL BE J7 29' 11 7/8' TJ[/Pro-120TS JO ist J j 1 1.75 / �' SINGLE JOISTS-MU210-Zu2(40DBLE JOIS75S U N.C.ERS JR 2R' I1 7/R' iJt/Pro-120TS Jost 1 75' ( J9 25' 11 1/8' 7JI/Pro-120TS Jo;St 6 I B 7- I 7, ALL 2x10 FLOOR JOISTS!FIRST FLOOR FRAMING JIO 20' li 7/8' TJI/Pra-120TS JaiSt 10 1 ]0 SHALL BE tfi O.C.U,N.D. ill 19, 11 7/8' TJI/Pra-120TS Jo st 1 1 ( `v- J12 k4' I1 7/R' TJ[/Pra-120TS Jost ] ! 1 Jll 17.32 B. � INDICATED BEARING PARTITIONS ABOVE OR BELOW J13 11' I1 7/8' TJI/Pro-120TS Joist 1 2 2E�'i ( I t t} I I I I I I I PROVIDE SOLID BLOCKING AS REQUIRED J14 10' 11 7/8' TJI/Pro-120T$ to ist ( 1 1 3. ■PROVIDE SOLID BLOCKING TO UNDERSIDE J15 7' I1 7/R' TJI/Pro-120TS joist 2 1 2 �a Eo J16 4' I1 7/8' TJI/Pro-12DTS �r I I I I I I I ( I OF FLOOR SHEATHING FOR TRANSFER M1 17' 1 3/4' x 9 l/2" t.9F Mjoist lam LVL 1 21 21 - 01.. I OF POINT LOADS.RE: 1/D-Z M2 12 t 3/4' x 9 1/2' 1.9E M1Cro Ram LVL 1 2 2 - 10. DENOTES PLUMBING DRAINS-MAINTAIN 12" M3 41' 1 3/4' x lI 7/B' t,9E;MiCrollam LVL 1 3 3 CLEARANCE TO FRAMING MEMBERS M4 14' !3/4' x 11 7/8' 1.9E M;croflam LVL 1 3 3 M5 (4' 1 3/4' x LJ 7/8' 1.9E Microl(am t.VL 1 1 I J1,0 I HANGER LIST-Simpson Strong-Tie-Company, Inc_?_ ' I I I I I I I 16 plot Qty Product LabelTop Nails Face NUI(SMember%H511otes - - -- _J_� P t _ LEVEL NOTLS -}-- c• - -� HI 4 IDS 1.R1/11.RB 8-NIO (U(5) -- JF NEW 1 H2 USL R]/I1 88 8-10d J2 ( )N File Nome: woodruFE JOB 'C f f I Hone Notes: Level None: FIRST FLOOR & "D Indicates non-stocked hanger Plot Dote: 5/24/01 1142 �,�• o� II II (5) Backer Blacks Required .d AJti II JI _ Design Date: 5/24/0) 13134 A2 SYMBOL LEGEND Drawing Scale: 1/6' = 1' ° 13]A I1 , 75 1 gl, I I I I I I I ( I I I I - YD Jab Status: n I I J Tit Joist Type Foundation.....FaundatI on p o FLOCRO, Plotted 2L' o v M Rectangular Product Type 24 0 34 4 M1 •• H2 M I 7Q143 EARING LENGTHS = BenmBear;ng Wall SECOND at 56 Re y o Plot ADO• 5/ --- 5% n `� �I I HI - I-� 3 --' _ - Bear n X Column(CBO) NNOTD L vel des' n t m s nd ate abov .SS10 B1 'J)4 Label Lengthg ovkdeensUurance for proper level 11 ] I I I'I I I I I I I I I MS(67) 12, H Hanger Type stac n9. peer eve is must have ear lie ' design t nes _ Hanger Symbol Design Methodology: ASD I I (I J14J15 M3(26) 5.59' Pc Parallel Closure Type Floor Area Loading Is: Bk Blocking Type 40 PsF Live Load g (26) 7.71' 9 yP 12 psF Dead Load ---�--�- I-- ----...-�_ Extra Blocking Maximum Joist Deflection: ' _ 0 MI (117) 5,31' (Lineal board length for panels L/480 Live Load J 0 I A2 -- different from the O.C. spa In) L/240 Total Load A2 Headers of listed requ lr Ro Rim Type TJ-Pro Rating Information: 1.75' 1 75' 1.5' of bearing length. We;ghted Averoge: 53 2. ' • O Point Load Lowest Bet;ng: 46 A Support widths provide Highest Ratl qq 71 P,ry 1 7 adequate bearing£ar __ Line Load Glued b Nalled Decking ;s Assumed products not listed, - Area Load Direct Ap lied Ceiling 's Assumed p\ Floor Dec�i ing: 23/32' OSB CJ m Q Detail Callout Label Norma!O.C. Spacing=16'w �1 (See Builder's Guide or Pocket Guide Default Wall /Beom Width: 8'wp I I Bearing Width Label Standard R;m: Rmt■ fl�:�JJI Joist Layout Symbol Standard Blocking: Bkl. 2 - Level Warning iJ-Xpert 6.1I (11675) A Im ,75' C6.11 ➢6.II S6.11 P6.11�---- _ Wait Header/Bearing Width Warning xUnless noted otherwise ACCESSORIES LIST II,a•_ 6. FPc2 FIRST FLOOR FRAMING PLAN Unit 8 of Net WP322 WOODRUFF i.ength Product Qty Plies Qty 5/R' ar 3/4' Sacker Dlocks 8 1 8 Eb .i 6 V8'117/B' TJI/Pro-120TS B'st1 11 7/A' TJI/Pra-120TS 'o25' 11 7/8' T11/Pro-120TSJot ]20' 11 7/8' iJl/Pro-120TS Jolst ] I 1 aEmsolu onTE 9' 11A' TJ1/Pra12BIGic3' 11 7/8' TJ1/Pro-120TS Joist 1 1 I FIRST FLOOR FRAMING PLAN tock;ng Panels o Av er,o,aaoraEr - ------- -- Bk1 1' 2 1/4'11 7/8' TJI/Pro-72OTS Stocking Panels 10 I 10 p_� Rm1 8T I] 7/8' TJI/Pro-I20TS I } 1 /-1 Shl 4' x 8' 23/32' OSB 49 1 49 CHECKED Br; DATE: 16 OCTOBER.20a1 SHEET NO. t/1 B()' 2.6 HEAPERs AT OPTIONAL c pAY WII.N70W 2.6 RAFTER TAILS AT 24 OG �o AT 6rTIOVAL WALK-OJF JaAY -- ' 5 v a ? ACCESSORIES LIST JOIST AND BEAM LIST__ p!o{ Unit M of Net a EEC 2-2 x12 2 Plot Unit q of Net _ID Length Product Qty Plies Qty `v'-E ID Length Product Oty PI es Sty pc7 t3' 9 1/2' TJ]/Pro-120TS joist 1 1 1 - _ - - Pa2 12` 9 I/D' iJl/Pro-120TS mist 1 OPTIONAL WALK-OUT BAYS H 1 13' 113%4B xT911P�o 1�9EJMIcrollan LVL 91 21 2 Pc3 To' 9 1/2' TJI/Pro-120TS joist 1 I I Pc4 B' 9 1J2' TJI/Pro-12OTS oast I I I azs,c aW R10 Bb1 1' 5/8' or 3/4' Backer B1locks 20 1 20 M4 tl' ] 3/4' x 9 1/2' I.9E Micro-Lam LVL 1 2 2 Rm1 39' 9(/2' TJl/Pro-120T$ 1 1 I '=F Shl 4' x B'23/3P' OSB IO 1 ID ��,8a"o _ 2x6 5VEHFA5GIA(TYP.) C3 a - _ a c£= Hdl -2xl - -- - 72 ai - --- -- JOIST AND BEAM LIST '^ � (2)-2x6 AT PI - �-�'a.n" Pi.4GE�NI 6 0 - Xbl /i 4' Plot Unit N OF Net ID Length Product Qty PilesQty aEbi;.=_Jt 13, 9 1/2' TJJ/Pro-120TS joist 4 I 4 1-19 J2 12' 9 1/2' TJI/Pro-120TS oast 2 2 K J3 II' 9 77/2' TJI/Pro-12OTS Joist 1 I 1 Ixm e,J6-2V'tE(T ) J1. t_y - I I/xv \ M4 7' 1 3/4' 9 1/2' 1.9E Macrollam LVL 1 1 1 I I I I J5 4' 9 1/2' TJI/Pro_12oTS joist 4 4 - C_Y J6 3' 9 1/2• TJI/Pro-120TS Joist I 1 I .o 3. MI 16' ] 3/4' x 11 7/8' 1.9E Microllam LVL 1 2 2 m LC M2 6' 13/4' x 9 1/2. 1.9E M;crollam LVL 1 2 2 M3 4' 1 3!4' x 9 I/2' 1.9E M;or. llnm LVL 1 2 2 UNpERFP.AME GEIL.NG TO--- _ __ A2 �O -- LEVEL NOTES _ J (d A2 1.75' 1 �1,75' M2 ~1 HANGER LIST-Simpson Strong-T e Company, Inc.? File Name woodruff.JOB y �} { I --- -- Level Name SECOND FLOOR �. '(�'`®' 6'r^' 1 64 5 H2 Plot Ploi Date 5/24/01 14:43 ID Qty Product Lnbe[Top NaiI LP ce%IlsMember Na IsNo tes y A Design Date: 5/24/01 14:43 �, a 1/t /121 r HI 101US7.81/9.5 8-N10 (1)15> Drnwan Scale 1/B' = ]' J2 -- H3 311TT9.5t/9.5 4-N10 2-N10 2-NIO (ll g = 1 7 J2 Jab$tutus I w I �-'� ry 2 AT }(.,,L Hanger Notes Foundation, ...Foundation J��J1 1� 1> Indicates non-stocked ham er F1RST FLOOR ..Checked ],4 36' _ (5) Backer Blocks Required g SECOND FLOOR...Ready to Plot • 'F31 J ti I I I 6 q 5/24/0) 14 43 0 6 B 2 s.x E R SYMBOL LEGEND NOTES Level desi n tines indicated at Rp $$t0 1 a 2 -- - ---- --- provide assurance for proper level M4 HI J TJl Joist Type stack In. Upper levels must have earl; r 511ALY-D ARF3,PENOIES 2x10 - design tames. RAFFERS AT 24"OL.,AT A2 - M Rectangular Product Type Design Method"to ASD OT16NAL 6OX-OJF WINPOA1 1.75' H2 _- - - Bearing Wall Floor Area Luada9Y!Is; AND WALK-OJT SAY GGNDITIONS ,p -2x12 RAr li TO O 'p LOW Cf7FTOM GtiChED 75' �--� - Beam 12 psf Bead Loa X Column(CBO) Additional operator input loads have a �,_a•-o^ -E• H Hanger Type been added Maximum Joist Deflection: o-o.A FL.eM. •� ()-2 x10 2}2xla� LJ Hanger Symbol L/480 Uve Land N6 eR L"u, Pc Parallel Closure T e L/240 Total Load o o of a F TRusS 122 yp TJ-Pro Rating Information: ��,�,,��L,,��pp��,I� �,I/�T•� C RN Rim Type n WAJ`tl_l�f'1._ NO LS -- O Area Load HighestRR�tio gp: 48 -----_- � I ' Direct A ing; 43 Point Load pzs a Highest Ratinpp 51 a< _ Line Load Glued&Naaled Decking is Assumed ��J` 7.MICRO-LAM(M.t_)BEAMS AND TJf's TO BE .__ p 12 Ceiling 'S Assumed v 0. INSTALLED PER TRUSS JOIST CORPORATION I Fioor Dec ng+ 23/32' OSB RESIDENTIAL PRODUCTS REFERENCE GUIDE ¢s-z ' O Detail Callout label Normal O.C. Spacing= 16'x 2. ALL 2X HEADERS AT BEARING WALLS GREATER nz.oa ' ne. (See Builder's Guide or Packet Gold)Default Walt/Heom Width: 3.5'w THAN 5'-0 SHALL BE SUPP RTED BY 2 2X4 g Standard Ri m� Rmlx STUDS AT EACH END(U.N.0. Bearin Width Lnbet 3.MICRO RIAM HEADERS AND BEANS SHALL BE '- X-�- Joist Layout Symbol T,1-Xpert 6.)1 CN675) A SUPPORTED BY 2-2x4's WG 2"FILLER - C6.11 D6.11 $6.I1 75 11 @ EACH END(U,N.0.) O Wall Header/Bearing Width Warning ____ ><Uhle,5 noted otherwise 4.GIRDER TRUSSES SHALL .N SUPPORTED BY G REOUIRED BEARING LENGTHS �° ®ND FIDOR FR n� N( KAN 2-7.ER @EACH END(UESU ll'INt'1ll�Yll1 5.At I NON-LVL FRAMING MATERIAL SHALL BE - - #2 SPRUCE-PINE-FIR OR BETTER Warning NLabel Lengthq WP322 WOODRUFF 6.ROOF DECKING SHALL BE 1/2"WAFERWOOD. _ CI Ml (20) 2.52' _ 8. ESESS=iNOICATES BEARING PARTITIONS "- 9. EDENOTES 2x4 SUPPORT STUDS-SEE NOTES Headers not listed requ; e No. T RE: 4/D-5 #2, #S A.#4 ABv. (.5' of bearing length, scnce:I/an i-o- a[Wslom--_`-_! nT¢ Support widths provide 10. t/8'� BEAM/HEADER LENGTHS ARE SPECIFIED IN BOX adequate bearing for nanwu ev;P.cooracr '- �' ��'� Ily _ products nut A-8 it. 2-2x6 HORS. @ EXT. GABLE END NON-BRNG.OPN'GS ?y. cl+ccwso er: N]7 Dare: 24 APRu.20oz - - SHEET NO. 20 one side. JOIST AND BEAM LIST Use 2A both Plot unit 4 F Net spacing if joist III Length Product Sty cues sty pacing is greater it 17' 11 7/B' TJI/Pro-120 joist 9 1 9 than 24'o.c. ME 1�' �E 11",1,?E,MirC'L.LIL 1 2 rows 8d(21)")box R V-11 M4 9,Mi r.=La 2 2 1 V 11L 2 nails at 8"o.c. 2 ­E� 0 _BA ARCHED Ci i Dr, Beveled R M --2x4 block Ew ORE A, Beveled bearing plate required when slope exceeds I"per foot 10 FLAT 'RE-FAI FIREPLACE „Ea J_=_ 7 LOW END Fx M5 A, 0 V'x,sa"SIR, R14 Co FL, 11 RE:it IA?..i 04 Ile OPF 2x6 i — — PER ZAIMN, 4r L L LL L I—]T LLLL Nwx oR 1111 All T, LLLL TILE)1/2 WALL W/rE MP CA_A�PANEL 4GR 5EEPETAIL.TTV6 511 7 LLLLL LUXURY BATH MASTER RETREAT 0MON 1K9 _,2 TUB/SHOWER WALL DETAIL rz) a EJ 4OG GFJFTE 611tAT"li R RF"VIN6, N 1 I I I i I TO ALLON FOR PROPER VE lilrll I.iC KIWI ,/2"W.w.COVER 46 WAVERLY PLACIE IFT-411 dGRA 2 6 6UD­rA5O1A(TYP) WP322 WOODRUFF ROOF FRAMNO PLAN RT-4 - I -A-1/6ul'-W DATE TRJE�, I APED TOW FIREPLACE THE ALTERATION OF THESE PLANS UNLESS DONE UNDER THE ..A— '/"-""AT OPT. GAS FIREPLACE CONED. DIRECTION OF A LICENSED ENGINEER OR ARCHITECT IS A coavaev A-9 VIOLATION OF THE STATE EDUCATION LAW, RULES, AND REG- ULATIONS AND IS A CLASS A MISDEMEANOR DATE, 24 APRIL,2002 SHEET NO. (D -DOOR SCHEDULE GENERAL NOTES o o INCLUDES SHIM FRAMING NOTES 1, NINPON5 IN BEDROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 4 SQUARE 91 NOTES FEET.THE MINIMUM NET CLEAR CHEMINS,HEIGHT SHALL BE 18"THE MINIMUM NET CLEAR KEY OOR SIZE ROUGH OPENING I MICRO-LAM(M.L.)BEAMS AND TJI',TO BE E G OPENINO HIDTH SHALL BE El"SILL HE16HT SHALL NOT BE MORE THAN 42" INSTALL A.F.F.&ALL.ABOVE GRADE STORIES. L x EN H .3/81,x 6T70 112 ELI PER TRU55 JOIST CORPORATION NT Y 11 D GARAGE, I L ,I I R,HY 2,HOLD FRAMING MEMBERS 6"CLEAR 2.PROVIDE 5/5"TYPE`X`51,113 ON BOTH SIDES OF COMMON MALLS,OF ATTACHE IA L x RESIDENTIAL PRODUCTS REFERENCE GUIDE AND REMAINING GARAGE WALLS 6 GLILIN6, 2 2 00, 1 Al(D PANEL MA50N TE 5 ALL ANGLES ARE 45 DEGREES UNLESS NOTED OTHERENISE. 2 b OF EITHER SIDE OF HASTE DRAINS AT TUB TOILET AND SHOWER.DIMENSIONS INDICATED 't 3 ARE FROM CENTER LINE OF DRAIN ON NON-LVLS ONLY PROVIDE PROPER BACKING FOR H05E B165,FIREPLACE MANTELS,PANEL MOULDING, 4 2b68 9 RAILINGS,VANITY COPS, 5,ALL NON-LVL FRAMINC,MATERIAL SHALL BE 5.PROVIDE FRESH AIR FEED FOR FIREPLACE PER NY5 CODE. 5 1-OLD 4,, ,,zLo iII SPRUCE-PINE-FJP OR BETTER E _ff- 4 4.FIRST P.SECOND FLOOR DECKING SHALL BE 6 X I-PASS 6 GARAGE WINDOWS DO NOT REQUIRE LOW E GLAZING. L /,y, I GARAGE ENTRY DOOR TO BE 3/4"HOUR WITH AUTO CLOSER INrLUDINC,METAL JAMB. FRENCH. ... f2'-O 1/4'*X 3/4"NAFERHOOD-CLUED AND 5GRENED IS -_ 5.M.G.R,O,7 131/2'�X 25 1/2'BOTTOM 0 4e�`A.F.F. X -PA 5.BLOCKING UNDER PARALLEL PARTITION WALLS ABOVE ot 5O.G. N�TAP -T- 7 X WALLS. 5A q.ALL NON-DIMENSIONED WALLS ARE GARAGE EXTERIOR-3 J/2" q oble, - BEARING ALL WALLS, HOUSE EXTERIOR-51/2"; HOUSE INTERIOR 10 2(66 6,ALL 1/2"UNLE55 NOTED OTHERWISE _2� LOUVERED 51-FOLD 01575 FRAMING TO SEAMS SHALL BE la 11 PORTED BY _22(2b 'jb[5T5(U.N.CJ L a b'A.F.F.MIN, 411 All SUP 5IMP50N:U210'METAL­bO15T HANOER5 FE PROVIDE FIREB OCKINO 7'El STUDS 12 �'-1 514"X h'-10 0.1 ®SINGLE J01575-'U210-2 0 DBL. �2,6, _2PIN5e, 7_ffrTuL_ff_ X.12'_Io /211 Il.2X6 EXT 2�4 5RNr,.STUDS$KITCHEN/BATH HALLS 6 lb'�O,C­ 5 E"­: 8'-1 1/6"PLT,HT. IST FLOOR,6`1 I/e"PLATE HT.a 2ND FLOORS-U.N.U. 14 bb -IQ 11,2-- T =ZIM INDICATED BEARING PARTITIONS ABOVE OR BELOW _10 @ x 6' PROVIDE SOLID BLOCKINC,AS REQUIRED 3, 1/5"HDR,HT. 15T 4 2ND FLOORS-U.N.O. _11" IL 0 PROVIDE SOLID BLOCKING TO UNDERSIDE 16 2-2068 1 X 1 6 PANEL MASON- 112 .61-11' OF FLOOR SHEATHING FOR TRANSFER x I g 1-11L Hltq Z-10 5/13"1 6'-�FAT OF POINT LOADS. 2,56b x FULL. 5T FOUNDATION NOTES I 2bba v _Iq�j'_11 1/4" 11DENOTEE,PLUMBINC,DRAINS-MAINTAIN 12" 1 5065 -1:,1. _b CLEARANCE TO FRAMINI,MEMBERS FRENCH SLIDER 5'-0 1/4"X 6`5 515" 22 4 X 151-FOLD 4'-1��L4��X(2'-10 112" F- M_A;0_W1_TE 25 2bbb X 7 ANEL 2.1-101,x 61-111, 11 qo,55 FRENCH­11-- q1_O I/—X 61_S 5/e, A, 0 1,CONCRETE STRENGTH AND REINFORCEMENT PER ACI CODES 2,1 -7-01111 X 51-FOLD TRUSS BRACING DETAIL 4� 2.MINIMUM 45'DEPTH TO BOTTOM OF FOOTING FROM FIN15H GRADE' 2- 6065 X_ FRENCH SWING 6'-0'X(,'-b 5/5" 3.BITUMINOUS DAMFROOFIN&PER NY5 CODE 26 2(1(1& X ROCKET 51-1 5/4"X T-O 112" 4.SUMP PIT TO BE FIELD LOCATED DEPENDING ON ORAOU qO10 OVERHEAD NAILED T NX4 DIACONAL EPA BOTTOM 0 TOP SIDE 0: 5,5ENFIR.MAIN AND HATER METER TO BE FIELD LOCATED 2b 5o(,b TORD V"IN. 1. 6.WINDOW HELLSIZE AND DEPTH 10 BE DETERMINED IN FIELD AS REWIRED 6'-]5/4"X 1'-0 f/2' 2-512�1 NAILS(TYR)a EA END OF EILD6. C1 k,FOUNDATION 2q 506b 3'-2"X BRAG INC TO BE AT TQRU51511S�IP5 'TO 32' I CONNECT AT ON DRAIN TO SUMP PIT 7 - -PLt SPAN 11 30 qo6b q,-O"x 61-8 5/61, N UP TO 45" g.PROVIDE KEYWAY BETWEEN FOOTING AND FOUNDATION OR 12'N4 - 5'a TRU55 SPAN UP TO bO' DOWELS a 36"ol 1 50-70 x 1p, , q.SUMP PIT TO STORM SEWER TO BE CONNECTED PER TOWN CODE A 10 FOUNDATION DRAINS SHALL BE LOCATED ON BOTH INSIDE AND OUTSIDE 15, OF FOOTING AND CONNECTED TO SUMP PIT AT EASEMENT CONDITION WINDOW$CHEDLlLE li 3,�,R0DUCT5 CO.'OR TAPGO MONOP EQUAL 11 6A,STEEL PIPE COLUMNS BY'AKRON SILVERLINE2900S.(­' P -:GUAL FASTEN IVI CONCRETE FASTENER PER P05T KEY TYPE SIZE ROUGH OPENING 2X4 LATERAL-All.. 12.FASTEN STEEL P05T5 TO HOOD BEAMS H/2 lbd NAILS PER P05T A SH 3450-2 6'-8".5'-0 1/2" 1 15 NAILED TO TOP SIDE OF TACK HELD STEEL P05T5 TO STEEL BEAMS - 1 11 1/2"�5'-0 1/2" BOTTOM CHORD 11/MIN.FX 13.CONCRETE STRENGTH 4 REINFOROIN&PEP AO,1,CODES SH 2EI50-2 2-12d NAILS(TTP.) 14.1/2"',.10"ANCHOR.BOLTS AT ALL EXTERIOR WALLS 12"FROM ALL CORNER/OPN5-b'-O"O.C.MAX(MIN.2/PLATE) E FX 5050 5'-O 112".5'-0 1/- 15,THE ALLOWABLE SOIL BEARING CAPACITY USED F FX 30210 3-0 112 2'-0 1/2 15' 1.D_ FOR DESIGN PURPOSES WAS 2000 P5F. r FX 3,-0 /2 I'-b 1/2" 0 16.REINFORG INC,STEEL TO BE FV 60 DEL SH 1,550 1--.5'-0 1/2' - FX 3044 3'-0 1/2'x4'-4 1/2 > j D11 60 L5 FROM BREKr-ro 11.INSTALL FS-25 INSULATION TO 4b"BELCH FIN CRADE BAYS REPEAT AT 5OrH ENDS AT PER OF CELLAR EXPOSED TO COLD K 5H 2050 2'-0 I12'x5'-O 112" TRUSS NOTES AND AT 20'INTERVAL5 15.LOCATION OF FURNACE Il H.W.T.15 APPROXIMATE AA 5H 2646-2 4'-(,112' 5050-2 2;��M.PROVIDE 2 EA.-4 RE-BARS AT FOOTINGS PER 51TE CONDITIONS L SH 1 1)Xx 5'-O 1/2" M FX 2520-2 5'-4".2'-0 112" N SH 2 � 2'-0 I12.`x3'-O 112' ENERGY CODE IF 5H 3450 3`4 L2`x 5'-0 1/2" 1,PROVIDE TEMPORA&Y,AND PERMANENT BRAY INO AS REQUIRED BY TRI­IB-qI 4060 2 5'-Ai`x 6'-0 1/2" 2.LAP ALL LATERAL BRACE5 MIN,2' 0. CONSTRUCTION CODE R FX 16 4`0 112"x 1'-&1/21�, NEN TORr STATE ENERGY CONSERVATION CON5TRUC AF 5H 25 PART 5 COMPLIANCE 30 5,PROVIDE IN ADDITION ALL BRACING BUILDING DESIGN BY ACCEPTABLE PRACTICE S 5H -10 31-0 1112".5'-0 ILI` PEGOMMENDED BY TRUSS MAE.AS BUILDING ENVELOPE DATA T CT 5/4 51_5.5/5"x 2*-Il 1/6" SHOWN ON CERT,TRU55 DRAWINGS. U EYE E3648 3'-0 11/2"N4'-1 ENVfLQFa_C,0BE0NENM MINIMUM EXTERIOR NALL /6" V FX 4040 4'-0 1/2"x4'-O 1/2" ROOF/CEILING R=24 Rz2q.4 h FX E3420 3'-41/2"x 2'-0 112" FLOOR R=Iq R=20b FOUNDATION HALL Rz 10 R=14 x FX 2b-12 2-el 1/2"x 1'-10 112" SLAB EDGE INSULATION R=io Y 5H 2-150 7-41/2"X5'-O 1/2" GLAZING p R: P-2 EN I RANGE ocoR .5 P311(",A) 7 1 WAVERLY PLACE INSULATED DEPTH BELCH GRADE D�46` [U-415" AB SH 34A4 SKYLIGHT TI-7 F-3.8 5'-4 1/2".4'-4 1/2" GENERAL NOTES SKYLIGHT%OF TOTAL ROOF AREA 1%MAXIMUM 1% AC, rT 3/0 5'-0 /i`xI,-e)9/16" AD CT 4/0 '-1 516'.7-5 115" A6 S. 2060 2'-1 1 2- FIREPLACE SIZES AN EYE E5636 RO WIDTH R.O.HEIGHT WOOD P.O.WIDTH RO.HEIGHT AJ FX 7-0 112" ....... 5C-5(, 41" 4-1 41" 560 BC-42 -A- ..............------- N-1 '14 E23//4 311,TO /I_�i Z 40 1/2" DATE: 8 Mn­2002 SHEET NO. NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE PART 5 COMPLIANCE BUILDING DESIGN BY ACCEPTABLE PRACTICE I-I'C YF.LINER I`Rf� 2"lnC C-FLNWR BUILDING ENVELOPE DATA MINIMUM 2'-1,MIN. ENVELOPE COMPONENT REQUIRED PROVIDED TY? ROOF TRJ166 EXTERIOR WALL R=18 R=18.01 V-�7'MIN. N6U_AT, TOP OR Id 1—F, RCOFICEIUNG R=24 R=29.4 NS(KIWI I/V&Ap Ne 6PE6 TO PRO 6M6KE 67OP. 1-11"Ri ri FLOOR R=19 R=20,8 I'TH T�ERMAFIMR IWLL.AT TOP OR 1-I"CYP.LINER P R06F S'EATHINE, FOUNDATION WALL R=14 SIPE5 TO PROVDIE qtq1Z 5-iOR SLAB EDGE INSULATION R=2 NIA ROOF`i EATHNIII R--1.7 R=2.5 -1 YF'Rwoor E GLAZING ENTRANCE DOOR R--2.5 R=10 INSULATED DEPTH BELOW GRADE D­-48' R=3.8 P's "T R=1_7 1:21,11101 TOTAL ROOF AREA j1%MAXJMUM 1<1% R-E,9 ffERECA6 ROOF TRW6 PR4F TOP (HORP 2:FOR rvYP.UW-R R-�10 FIDERCLA6\ PANEL INSU_ TOP MPI�'F^( LINER PANEL TYP.Lre 2 MP-FIRE BARRIER Typ.L�2 hp,riFE BARRIER 'C'(VYPSLU PANELS I/V Finc-CrIE V E`YP5Lm PANELS '4 I/V.eyp,Ev. /Vayp.5p, --WALL(UP, • AL WA-I CLIPS ATrA01EP TO METAL W, -4. H-STUDS W/3/8'TYP-'S'SCREWS PARTY WALL @ ROOF DETAIL I/T AIR SPADE ( PARTr WALL D Foof= DETAIL I/s.FIRE(OPE eypew P*a a ,,, AL �,T=�,aT �NN-E.R7�CAL OFF5=-7 0666 0 sSjo'A WALL FLAT=-(FOP A DOrTOM) 70 E-_ To Fr7 A--7 L FANZ-,6 -CR13,-1,1 4 1 1"(ILI -,,, _M NLOC&Ne MUST MAINTAIN .la CLEARANCE P."CILF FIEFIV OF A60IL6_116AL SE�­ c'�0_�RL� (7OP 5�-76w)—' WAU_'_Ai SEAO�'1,Cf 6F 6=p"'�K 6— fees'wl!�RWC� TO tE "I'T N11"sr— DRIVEN AW21OR5 @ zA"0(. ORIZON7_1 ALINI 'Ax 6E!',7=�;_14= WALL /Z­WAFERW 7_= WALL St­,FAT 06" STEEL FAR7'�r' WALL @ F=CL)N,::) ON, /'�A­ > A hAIZaffA_ INLM /1"FlRa6OPE'C�6YPSLN PA EL5 SPINE, COV FUR� 24-- 1 ER H--6-,LV--TYP A Daly "T.Ov-�qE,;'-L h-_.7_­ ey".ft9. PANELs TLC Lr'-@ 24 oc' sreE R 1 0. L J� FSX4 VVOOP STLP s 06 ue v 11 PA ell 2 PARTY TY WALL EXT. WALL DETAIL (5 3 PARTY AL' @ EX7. WALL DETAIL ON AL 0F==15_=T FIREWALL DETAILS _j PE,.s- 11 A. I'me,' RA t, SE _AN UNI_ DONE NDEER THE oR­sy: ­�I+4,IT;_­7!S A, convacr 7; '!RF'71C,1. OF �-�q ENOINE7R OR AR D FROST WALL 7 A llioL ION: OF = E'DUCAToI S_4W, RULEE , AND RES ULAT!,,NS AND S _-SS A NIISDEMEANOR DATE.11 APRIL.2002 SHEET NO.