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BUILDING DEPARTMENT DATA: ABBREVIATIONS NEW 2STORYRESIDENCE a ACG ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER m Floor Level Existing Proposal Total ' ACT ACOUSTICAL.TLE MAX MAXIMUM AL ALUMINUM MIN MINIMUM J Cellar(Rnbhed) O O O ALT ALTERNATE, MRS MARBLE 1st Floor O O AFF ABOVE FLOOR M5 MARBLE SADDLE ASF ABOVE SUBFLOOR MTL METAL nFloor O O AS, ALUMINUM SADDLE NA NOT APPLICABLE 110 SOLJNDVIEW AVE�� Q Total O O 0 APE. ANTHONY POWER BEAM NIC NOT IN CONTRACT i h•. B,C. BRICK COURSES NOM NOMINALO O Garage O BD BOARD NR NOT REQUIRED O I l� BOT BOTTOM NTS NOT TO SCALE LL Front Porch O O O BLDG BUILDING OC ON CENTER ORIENT POINT, NY In Rear Porch O O O II CBS CEMENT BACKER BOARD OCC OCCUPANT(S) CL CLOSET OH OVERHANG Decks O O O w J 3 Y;i}S CLG CEILING PART. PARTITION CUR CLEARANCE) PG POURED CONCRETE --•, - 4 I y. COL COLUMN PT POINT CONIC CONCRETE PKT POCKET i CMU CONCRETE MASONRY UNIT RAD RADIUS CT COLLAR TE, REQ, REQUIRED Z CJ CEILING JOIST REV RaMSION(S) O CANT CANTILEVEa, RM ROOM r- CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER DIA DIAMETER RSR REMOVE AND REPLACE DIM DIMENSION SEC SECTION N O OR DOOR SF SQUAREFEET O" DTL DETAIL SIM SIMILAR O DWG DRAWING SQ SQUARE ON DOWN STL STEEL V EA EACH ED SMOKE DETECTOR y EL ELEVATION STD STANDARD r EQ EQUAL TC TOP OF CURB EX EXISTING TEL TELEPHONE EXH EXHAUST THK THICKNESS DESIGN: R301.2.1.1 (2010 Residential Code of New York State) EXT EXTERIOR TOS TOP OF SLAB EF EXHAUST FAN TX TOILET EXHAUST Design Criteria EW EGRESS WINDOW TXF TOILET EXHAUST FAN - Constructionn regions where the basic wind speeds m F exceed from Figure R3012(4) equal or exceed 2. FC FIRE CODE TYP TYPICALa•u ILoer v GNT TN as R_eac 110 miles per hour 0771.1 km/h) shall be F AA V cNr Tuldesigned In accordance with one of the following: .a FD FLOOR DRAIN TEM TEMPORED � . '� ' FIN FINISHED) TEMP TEMPORARY _ RoeF Lcvcu.. P�OµgING R15E0.. DIA6ILAM NOT Te ,q� '7 FUR FLOORING) UON UNLESS OTHERWISE NOTED .I � z FPSG FRE PROOF SELF CLOSING VIF VERIFY IN FIELD FT FOOT(FEET) WC WATER CLOSET ' Plans have been designed American Forest and Paper Association(AF$PA) UO FJ FLOOR JOIST WR WATER RESISTANT a 41' � In accordance with: Wood Frame Construction Manual for One or Two GA GAUGE WoRKSHOP�.GACAGE 3 Famly Dwellings(W.F.C.M.)2001 "a GALV GALVANIZED I ,I `I O / GFI GROUND FAULT INTERRUPT STo2AGE'STM1IuaYAJ1tE I�_.� CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA: (Table 9301.2(1) F GL GLASS ---r,— HC GYPSUM WALL BOARD ( Grind ound Snow Load: osure god. 20 PSF y HC HOLLOW CORE ! ,/4 ( apc.a loe'Y _ MA. In1 STR.ue.TUP.� W W O HMW HARDWARE i I 1110 Wind Speed; Z W HOR HORIZONTALHM LT� I 3n� 4a B� (100 fab esY mlGubt W M z O HP HIGH POINT , .. - .. . - .. .... .. ...._I_.......___ --S,Na ,/A, _.G.. .. Seismic Design Category Exempt M W HT HEIGHT ` __—i ..__ _. an ___...,.. . ....,,..,..._......& � � ( Fri &_G) M HVAC HEATING/VENTILATIOWAIR CONDMON !' (LaoF' LxubL .��1„_ - 3 .. 1 O IN INCH �_�. � � � ME2ZC.NINE L.EV ., ..._._ . INT INTERIOR I I I �_.4.`_..�u I. 3 - ".�.._. o Weathering Severe W I INV INVERT 1 ')•"' 1 1 _ ,_„_ I z u o Frost Line Depth: 36 Inches 1 KIT KrTcHEN r__ 2' I 1 1 1 I I 1 - ,_..__. _ .�..,i._ ._..1� - vy KI JOINT Decoyrobabl�lity.- Slight Moderate O LAV LAVATORY E �J I� 1 n p 3 R (S $aTN ReAa{I(Au. H I.LnuaylSATH KITak Aad. Rover(jtAA..a AArsr,Bs.�B•a-Tri SEeal.11b .. NIC O .-+ A I I I Winter Design Temperature: Suffolk 11 Degrees rte+ ZII S' �° and 'Zn 2u I zN ZI' 17z” I I/x Z' a' F"wo¢. Ym 9 Valleys and Perimeter '17 1 I o.nal..s:Nw. o.n.�s:Nn. I I ' n ' ' ' Ice Shield Underla errt Required i I mI0 ) ff sonFlood H azard F cem pt [LL" ~f� V aLw laLav v LOO ArFreezing Index 452 pow. o zMIN E IGNPRE55URE (DP) RATING:I, o lw. " EI ii Inn za ZONE 41li' QD2 411 I 1 ZONESDP 30 a N O ZONE 1 DP 25 y ZONE 2 OP 30 W C4 3” zIr ± I l I 1 I ZONE 3 DP 30 Q O Tue,EI:AW Owe • � R a.ESa•MRPena,! Suu mM. FcoNT 1612J3A'T"Loofk N p ZONE DP 20 5 ZONE 2 OP 45 Legend ''r I' . 3'Y 3" zu ' I I'Iz° 12" 1 PILI z" 3n y}II 1211 • ZONE 3 DP 45 i . . .� If I i I' I �' Zana Diagrams : m NstIrg Walls to Remain Lav C \ FIRST Fi soft ( OC.Y11 pz%) . ' 8 ,ails to be Removed ngU SAL Exlbti - iAAI'/z' _ New Walls and Partitions 4 wax 4' Fat _ ..I^ ,...,.. ... Insulation ® L,E,VEL 0AISLAB I I 1 1 I _ - ZO 1°a . .n i I I I I I Go— - - terlar - —_ on Door FuT ez $atcNs.00n.l�, FuNar, FurNp--r - r-1 r - r . 1 Wall �y/,/ `- Zone - 0 J1Y.i—fII/en 1�� 2n p�A�I RPeM, n 1 I .. Zg1g6 Y YCa ;calls ` Window --r�r _ l 1. I 4 I'/z' z 'l fs' 12*i + I l i $ F�T�a Minimum Uniformly Distributed Live LoadS: Table R3015 Structural Beam — . — t3H 4" F,}ASa.N.�Y LEV EL Ijas, USE LIVE LOAD DEAD LOAD Oulle+ Qp Sw vxt CO 5i" Seouez g'1 to or a conies 60 ps 10 psf o GFI Ouflet �GFl E4;j_ N A$ Decks 40 f 10 f� mmPossanger Vehicle Garages 30 psf as per planSwitch $ —° '0 v 4" 4" ATTICS without Storage 10 sf 10 psf c7 �F pq p G7:,HT �`,OUNaec—toa N1_S_EFo..V:C,ou..1Ty bEPT•by HFJ.�.,•M Aop¢e bZa00.C. 0 4SA WAkY SYSTeA. ATTICS with Storage 20 psf 10 psf 2 q ROOMS outer than Slee I Rooms 40 psf 10 psf dW D C Calling Fixture A Slee Ing Rams 30 pef 10 psf �" A c Exterior Fixture Y 5talrs 40 pef 10 psf SCALE: Guardrails and Handralls 200 psf 10 psf Var' US ROA: L Smoke Detector 1 12 Live +Ground Snow Load 20 per 15 psf for CathsF for s r a CO Detector G ALLOWABLE DEFLECTION: Table 9301.7 Vent INN Structural Member Allowable Deflecton tl RaRere having elopes greater than 3A2 with no finished 'nF aryaa6•� W? Vent/Ught calling oNached M rafters L/160 R6a51aN�y Interior Walls and ParHHote H/180 , NAME: Gelling Fan ]SC Floors and Plastered Ceilings V360 COVER O�l All other Structural Members V240 Exterior Walls w/plaster or stucco Hi Exterior Walls•Wind Loods(a)w/Brlt s Flnlshes L/240 SHEET Exterior Walls•Wind Loods(a)w/Flexible Frahm LW120 DWG. NO.: Note: L-Span Length H= Span Height a. The Wind Load shall be permitted to be taken as 0.7 times the Component and Oadding loads for the purpose of the determining y deflection limits herein PAGE 1 OF 1 E"'E CJNDITON5 DWAMORCH RAILINGS Gpp g FramngjCorrHnuedl 8312.1 Guards Reaulred 5tra 111 Detalls a� 1. At work shall coliform to 2010 Re ilderri al Code of New York State,local Building E Zoning Codee, Parchbalconies or raised floor surfaces located more than 30'above the floor _ and the New York State Energy Conservation Code. All Cause shall supercools The,draovings and shall es, con =+ be Incorporated Into the drawings,whether they are Indicated on The plane or not 1. Shall be oFsfructurol grade steel or grade below shall have guards not less than 36"In height. Open In aides atstoireCUT Cl with a total rise of more than 3O'above the floor or grew below shall have guards Use every other mall hole LENGTH LSTA Strop Install 16"On Center 2.Washers shall be placed under the head of log bolts bearing on wood,length of lag catte not low than 30 In height measured vertically from the mains of the treads. Ina row to protide the 2.Comradcr shall check and verify all dimensions,notes and conditions of the site before any construction shall be a minimum 2/3 depth of members being bolted together. code•requlm mintnum E D work Is started. The Contractor shall notify the Architect of any discrepancies or conflicts In the drawings 8312.2 Guard Openlna Llml#atoms center•o for mter LENGTH and/or fisld wmdltom bantams starting the work The discovery of discrepancies after beginning lite work shall ¢pacing for Walk be the full responsibility oFthe Contractor to correct. 1.henna almemStructural Members Required guards ed open sales or stminiel , raised floor areae,balconies and porches i. No structural member shall be omitted,notched,out,blocked out or relocated vvithoat shall have Intermedlata rolls or ornamental dowres tIPT do not allow passage of a ° '4 prior approval of the Architect Do not alter sizes of members noted without approval dphere.W or more In Momentum. a B. Commercial shall locate�stake out oil existing underground utilities prlor to any atecovatlon. The ullIhms shown of the Ardllteoh. CL AR on the plan are an approxlmate location only. Exception 5PAN °° Sult-ur) Beams The trlanguar openings formed by the miter,tread and bottom rall of a guardnat the open 4. Contractor shall be responsible for arranging all necessary permits and Insp¢cHane, Including Certificate al'Occupancy(C.O.) 1, Built up beams arjolets farmed by a multiple of 2 x memberesholl be Interconnected aa follows: aide of a sklrway are permitted to be of wait a else that a sphere 6"connot pass • ,� unless otherwise noted. a. Members 12'and lees In depth: glue and Internal w/2 rows led malls at 12" through. o.c.staggered. 5, Written dlmenelms shall have precedence over scaled dimensions and larger scale detalle shall have precedence over smaller b. Members greater than 9 V4"in depth or mutiple,3 x members through bol+wlth 1/2' HABITABLE SPACE ) scale datails/drawings Drawings are not to be scaled, diameter machine bolts at 24"ox. - 1. All habitable spaces shall conform to the fallowing sections oFthe Resldental Code END �1 of New York State: Provide minimum 7" LENGTH G. Any deviation from the Archltects drawings must be submitted to the Architect In writing for approval r•*Ina of Beams Jolsts and Rakers R303 Light.Ventilation and Heating end dletamm a L Cutting of wood beams,jolets and rafters shall be limited to cute and bored hoes not deeper 8304 Minimum Room AreaeRafter to Rafter Equal number of Simpson 5irpng-Tie 7. Contractor shall be responsible for adequately braking and protecting all work all construction egclnsr damage,breakage, than 1/6 the depth oFthe m amberm l small not be located In the middle 1/3 of the span. Notch 8305 Calling Height spedfled Halla Gonneetlon Detail H2 • Rafter Clip collapxe,distortion and mlea0gmmmt according to applicable codes,standards and good practice. depth of the ends at the member shall not exceed 1/4 the depth of mine member, Holes bored or 8306 Hanitotion In each end out Into the Joint shall not be closer than 2 Inches to the tp or bottam of theJolnhs and the 8307 Tolle+,Tub and Shoa Spaces Rafter to Top Plate A. All work shall be performed In a first dace manner wtih all naw motedale. Contractor shall protide all equipment,labor and diameterof the hole shall not exceed 1/3 the depth of thejolm. The'tenelon side of boams,Jolets Connection Detall and rakers of 4lnchas or greater nominal thickness shall not be noltched,except at ends of EMERGENCY ESCAPE$ RESCUE OPENINGS Stud to Stud E+ ~ materials necessary,far the proper execution and timely completion of the work. Contractor shall be responsible for all materials membere, rn equipment at the site. 1. All emergency rescue openings shall conform to Section 8310 of the Gonneeilon Detail and equlpmeA Residential Coda oof f New York State O Plow In Stud Bearing Nails or Shear Nalle O 9. All contractors and their subcontractors shall carry Insurance that will protect the Owner and the Archliset from claims from 1. Notches or bored holes to studs of bearing walls or partition shall not be more than V3 the ENERGY NOTES damage°for personal Injuries,Inducing death,which may arise In connection with this project, depth of the stud. 1. These 'U plane are deelgred 7o be In accordance with the New York State Energy Q D1 10.Contractor to Indemnify Architect and Owner and hold harmless. Gonservaflan Code fora 5750 degree day dictate area. 0520 8rldalnaand Blocking 6520d Nola Ir � 1. There shall be not lees than one line of bridging in every six(6)of span In floor,allo,and roof pI CC'!fllrel FT,q Q (4) Q 11. The Architect not respowble for construction means,methods,techniques,sequences,procedures or for the safety precautions framing. The bridging shall conslst of not less than 1 x 3 Inch lumber doubled palled at each and 1. All electrical work shall conform to the rules and regulations of the National Electrical C O ICS20OC STRONG-TIE k and programs In connection with this protect. or of equivalent mete]bracing of equal rigidity. Mldepan bridging is mot required for attic or roof Code,Reeldental Code of New York State,and Board of Uover ndamrltars and Its N ' Cotl Strop framing where Jolst depth does not exceed 12 Inches nominal over army stud (4) Ed NWs referenced standard NFPA 70.200 sit 1l canstrumcath h+ha 110mph and 120 mph three second wind speed raglans(Nassau E Suffolk Coumee)shall be In conformity 2.The electrical equipment and wlrinq shall be Installed In accordance with Chapters 33 2. Al W+the American Forest$Paper Association(AMIPA)2001 Wood Frame Construction Manual. 2. Block sand at all bearing supporta where adequata kismet support he no otherwise provided. thru 42 of the Residential Code of New York State. z H+ Block all stud walk at MoAmum Intervoles of 8 feet with minimum of 2 x solid material with ' �• 3. Electrical work to be Inspected by an approved electrical Inspection company. 6 +IghtJolme. 4, All electrical outlets in'WeY'areae to be ground fault Imerupter(GFI)type. • Rin Joist h•.mder a 13. All contractors shall be tlaeneed and Insured We (4) Ed Ne is ] B. Provide 2 x frestops at midpoint vert ndly of stud wall. Slogl and Multiple Station amok.Amanna ' 14. Contractor to obtain Owners at Architects approval for all materials,Anlehes and equipment prior to purchasing. At equipment gdngl n IHpI +tmack.Alarmsh II he I at l d I +h 4albawmg la'.flm (4) B N and materials are to be Installed per manbfoaNrer'6 wrltten amalfactiona Plowed h In each eam m -•••ILTP 41 STRONG-TIE (4) Sd Ntils O pita" U 1. At plywood shall 6e Doug-Fir or equal. It sholl be manufactured andl graded In accordance with: n tal,___�_d,,F man +. ping +h die+.u I+y cr+h axe we for SIMPSON STRONG-TIE 64 15. Contractor shall keep the alt*clean and free of debris. I I P d P 1 a^f Construction d d arra I Pty>r-A h.drrlema (4) ,t r stud 'me 0011 Stro 2. Each Plywood sheet shall bear the"APA"trademark a O h ddlM t ryas*, alwlllgg, din=n d n h r I�I) lull y aver every Jeek stoat a 16. These draWrip are to property of the Architect and shall not be used without his concent. Drawings shall not be used for Issuing 3. At¢ndjoints allot be staggered and shall butt along the center lines of framing members. I d dl - .am spaces and uninhabitable statim le dwalnnaa ar rivaling mus , ll1d dill � F of a building permit unless signed and sealed by Louis Schwartz,P.E. 4. The face grain of the plywood shall be kid at right angles to frejohms and trusses and parallel lath split lov,ulan total wl am I +< AmorbM +w 4 mount Iemal" a ,4 . to tie slide. a la eke cmen Inad tenl. an the-piper I •-I l eB II a a.far Nis c011n tin+1 I ,• it`ll le] r r+l Q 17. Contractor to follow all mmufacturer s specifications,recommendations and Installations on all products used In this project. Notify 5. Nails shall be placed 3/8"minlmum from edge of statute. The minimum mall pentratan Into framing __prytidM+h t +wlows,lay.I la I...time ens 4,11"try kdow H,.tippet,lannal •• U 1F•�Y members shall be 11/2"for 8e]talk mill 3/8"for 10d malls. the Architect atony will between the plans and manufocturere specifications,recommendations and Installation details prior to 1-' Installation of producton thle project. Contractor shall be responsible for correction of any work that prevents the correct Installation G. All Aoore shall be nulled as per nulling schedule. +inn, more than rimul . ane amok.etnrm_la d+e b installed khl chug I div III It W p of a dfied product as shown on the drawings. tha smaII ha I M w.d I h e Ml,,mh ++h.nett cline bis 1,all W M °� p Partitions -m Plata to Header to it Plate I I +x ' dl 2e] i I+ TM� I " n" I ly nlbi I ° Stud to 5111 Plate Connection Detail M ', 18,Motch all eotil conditions as they relate to finishes,Ilghtng,coursing,dimensone,height,alignment,oto Move and re-locate 1. General: b d-oema .•.r banks lid Wel..le...is w61h a Intaw ming de ra claimed Floor to Floor any partitions,wiring,plumbing and dudwark that maybe conceded In walla or cePinge being revised,to protide a complateJab In all a. provide solid blocking at 4'-O'o.c,between the Jolst and first Interior pardel Jclst. Connection Detall Connection Detail � M ,.I anyp aril _ b.Splices of the top and bottom portion of double top plates must be staggered a min. An h d d I it d I - d +h+h p a rh W) �4 F Of 4'-01. Residential Coded New York State and the household fire warning monAsams of NFPA 72. l XCA gin AAD OACKINc.Stallone shall occur only directly over etude, r ILL d.Lap top plates at corners and Immunizations. prna' var •eurae - - - 1. Contractor shall locate and stake out all aWeHng underground ufllltiae Drier to any axcaston. The utlltae shown an the plan 2 Bearing Walls supparhng one floor or more: In new consirucilon,the required smoke alarms shall receive their primary power from the - �/ 1> are an approximate location, a. Peritonea must be constructed of minimum 2 x 4 studs slowed 16'o,a of type lumber building wiring when such wiring Is served from a commercial source or oan on-alto electricalSheathingw r medfied, power system,and when primary power Is Intarrrupted,shall receive power from a battery. Table l.13 Well -Expsand Cladding Attachment Requirements for Wlnd ^ 2. Excavahe all areae Indicated on the droWnt At excovaflane shall be the minimum depths required achlovng dean undlsiurbed b.If double top plated less than 2 2 x 6'r or 2 2 x 4's Is usred floor olets shall be centared NAILING SCHEDULE: Table r metal CM) Loads -Exposure E h--d FZy J Wring shall be permanent and without disconnecting switch other than those required far Note: Title schedule does not Include malting far metal framing straps(see section � F-h virgin sell with stable moisture a stem and non-shifting and non-ahrinking(sell characteristics. The Contractor shall be reepmelble directly over and below bearing wall etude with°tolerancet of me more than 1", overcurrem protection. Smoke alarms shall be permitted to be battery operated when ,bm.c.mnanm, es so IN ilo 1, no Ica 1% C/] for naHficoflon of poor soli characteristics to the Architect and shall not proceed whim the work until receldrlg Instructions from the Architect. c.Bearing stud walls must be sheathed with minimum 1/2'it I'd.fastened according to Installed In buildings without commerdal power or on on-site elachrml power system or In for stropping and requirements section for rough opening framing wma3eaalmmm requirements). 61IIeLTe11ALeH6ATHln'° N O epeotherwise manufactureMs recommendation. buildings that undergo repair,alteration,chnge d occupancy,addlton or relocation In AI palling Is a generd dficaten IT applied unless othere noted. n p e F e p e r v v e 6 n c e i U 3. The Architect hall prepared the drawings and specifications with an assumed bearing capacity di ton per sq.ft,and an assumed soli accordance with Appendix J. t/] Zcharacteristic of sand or grovel with minimum tracer of clay unless otherwise noted. sma6m u M Corner Brad Joint Deecrlpton No.dNelle Nall Sparing emma,Emxm' rmaln,,e.a4 whammNnlApdnOln„ mmn JCnnNeborl°JB"aNYMn, W11 "er r rban Menaulda alarms 0 1. Unless othawke noted,brine starer corners of building w/4 x 8{plywood sheat of thickness to match N 6 a 6 u 6 le 6 is a I: a hx • n , ,x O 1--I O F Carbon monodde alarms shall be handled in the following locations: ROOF�CEILING FRAMING mhdea".m m s u 6 u 6 u e u 6 a a u a a 6 I: Z ry LLI 4, At excavations for concrete piers and fomngs shall be a minimum of 3 ft below filleted grade unless oftrWw noted an the ane. that of sheeting. A 6 Ix 6 Ix a la M1 I] a I] , I]' 6 @' 6 1]' 1.2 Carbon Monoxide are required on each level on which sleeping Were bare located. Roper to Top Plate(Tone-Nall) (a)ad Common Per Rafter , Euo z 2. On any story where a fuel•fired o Ilancee and equipment,mild fuel burning I] s I: a 2. Overlap plaTee at all corners. PPemnmeruarrun. ° , a , ,: a I: a a a u 6 I: 6 u , Ix' S. At backfil shill be dean granular fill appliances and eq.]Ipment,fireplaces or attached garages are located, Calling Joist to Top Plate(Toe-Nall) (�ed Gammon Par Jobst a , u e u , Ix 6 u e a' 6 a' M1 W e u' U yW S. No backfill shot be permitted against'concrete ar masonry foundation walk whhom floor froming or proper bracing as required to prevent Namw +h m I I i d+e h I stall d IMaI I dl le]mI divaIIIne Whir C¢Iling Joist to Parallel Rafter(FacerNall) (6)led Common Each Lap wwno me.+Tx,Ncn.w6r°Inc W I:YI damage to walk. No bwkfil shall be permitted Within a minimum of two weeks after pouring. The contractor shall be responsible for any 1. All nalling shall comply with nalling schedules shown. rNmum„n. E.nmenu•spmm, Mmlmumrvumwd,acemmnnuahu",mdhm.whh q +h d hall k M d l h +h hMI e6• +, eF Each La IIneM,".ed rah"pprn damage to concrete or masonry wall. Gelling Jolat lope over Partition(Face•NaIQ (�16d Common P ••ah roum,o ell nF+h.alnrma In Mia n,Ni dull hm+ Th.dorm shell h.aleedy nudh¢In ell LM1mu, MaW1hl n.i ] x x ] ] x ] x Alarmsover b t d i I � I II IM. - I d I d Collar'no to Rafter(Face-NaIQ (:�ed Common each End za4 J 3 J ] 3 ] 3 1. At reports andJolsta framing from opposite aides shall lop at leder 16(6)Inches and nalled together with E NJIrIUNPllopl e1an11nJ Blocking to Rafter Me-Nod) (Z)8e]Commm Each and (3)106 face nate. Allen commit athellh IntaA MWAl MII dI d uA+h the II nF+h d).E Nal rprmuaWmNbi..udunhe,Iuwml naJlln3 Cf2N ,(' 2, When froming and to endlotsh shell secured toaster with metal(straps. Rim Board to Raker(End-Nall) (M led Gammon Each End 1, Concrete to be plain,reinforced,minimum 3,000 p.a.l.,28 day test,predicated on the above sall assumption. If other wile are encountered, Residential Code of New York State and the household fire warning provisions of NFPA 72 � nomadtr•Nlnpl am... mrawmimn.NNrm,pnlmnbea]=mmmoelugmuqulnmup.M1°,b,usnx ower bearing values aretobe assumed and the Foundation must be redesigned. ' *.bnlm•aulmnn.�nn,a,nn,•.,m,•,wmhnhw�•hgam,me,h.mlNmrmu=.wlhna>o,l6.r"6®xemmm.wma+xsa=a+c,hnn,mu,rmlw, FlQswl r+r rlNpiDRAFTSTOPPING WALL FRAMING m ,en".nthealm r Power gnnr_ . 14.1 luabia Mloan,uvmhNdu.1-a '..'ems. bmb,hW¢a Mrnmmnnnrih. E 1. liberal freblocklm required as per Seaton RGO2.8 and draftstopplimg as per Section R50212 of the Carbon moneslde alarms,carbon monoxlde structure.and alarm control unite to which cormin in Top Plata to Top Plata(Face NaIQ (9J 16d Common Per Foot .,uuN�m,wn,wwnn,.mnewamn,hm„mme.,n,m.a F 2. Concrete shall be air-emr°Ined. Total air content(percent by volume of cmcreM)shall not be less than 5%or more than 7%. Residential Code of New York State. F monoxide detactore are connected shall receive their primary power from lite bullding Wring, Tap Plates at Intoreectbnd(Face-Nall) ($)16d Common Each End I U 2. Fire stepping shall be provided to cut off all concealed draft openlmge(both horizontal and vertical)With and shall be equipped with a battery back-up system that automatically provides power from 6'R4C1 w�OT G 2"nomlmol lumber or 2 thicknesses of t"nanonal lumber With broken lap Jolene or other approved materd, 4 1. At Steel shall have a minimum Po d 24.000 p.e.l. one m more batteries when primary power le Interrupted. Wring shall be Permanent and Head r Stud der( wo (�16d Gammen Each End t Without a iflown eatmg switch other than those required for over current protection. Header to Header Face-Nal 16d Common 16'ox.ala ad s Table 8.4A Reiter and/or nts Canthal Joist to Top Plata Lateral antl Shear Connection W FLe5HING/C.eULKNG NO'TE9 ( "g se Requirements-exposure E 0 o 2. At Ental shall conform to the lataetA.S,T.M,specifications,for A•36 steel. PIPs edumre shall conform to AS.T.M,A,53. 1, Provide metal Aashing where frame lumber le In contact WHh Boll or•concrete. Protide hidden(bllnep metal Eemi flops Top d Bottom Plate to Stool(End-Nall) ( 16d Gammon Per Stud (Proscriptive Alternetls to Table a4) flaehing where tope of roof°Intersect vertical wall surfaces. Providde metal step flashing arond at chmineys, 1. Carbon monadde alarms and carbon monoxide detectors Installed in a building or structure Bottom Plate in Floor Jolet,Band Joist.End ( FRAMING skylights and where sides of roof Intersect With vertical wall surfaatis. At metal flashing shall extend up Without an electrical power source shall be battery operated. 16d Gammon Per Foot m m s tial and wmacnm hnp a so IN a in Mo 140 nt }� w.0 NumbermlW aummmn Ntlbmr IW sum xrN(T lly d 4"from roof unless otherwlerl noted. Jolt or Blocking(Sial Win xahrmtn) Ik- oquladln ° 1. Minimum header size to be(2)2 x 6 With V2'GDX Plywood Rich plata unless oMerwlevartca e noted. n.nmrcmhum,Jnal unulled3 H 2. Rash,coulk and�eeal all JuncHone d new and esdsHng roots,walk and penematione,to form a watertight 2. In buildings chat undergo repair,chromium, change doccvpancy,addition or relocation In Fun Maer"d/uretllNplahll"TaO r'I•lo[onuellon'J� FLOOR FRAMING h 2 x x : 3 J 3 3 2. At exterior lumber and/or lumber with masonry/concrek shall be pressure treated(ALQ)boilers otherwise rated. assembly. accordance with Appendix J, carbon monodde alarms and carbon mocoxlde detectors may be u m x 2 x a 3 3 3 3 battery operated,cord type or direct plug. Joist to 5111 Top Plate or Girder(Face-Ndp GM1)ed Common Par Jest I6 a x x 3 3 3 4 4 + 3. Al wood subfloors shall be 3/4"plywood to glued and nailed toJdste. VENITILATION to 2 3 3 3 4 4 4 Ventilation Re blotted Brkiging to Joe+(Toe•Nall) (D)ad common Each End , J 3 4 4 Enclosed attics and endosed raker spaces formed where outings h are applied directly to the und¢relde d roof NA LJNG SCHEDULE"B"(Wood Framing Constructlan Manual Blocking to JdeT(Toe•Nall) G2)8e]Gammen Each End inn m 3 3 4 4 s s s a N W N 4. At wood frame openings In Aoore,rook,callings shall have a minlmum double Rrimmer and header"froming unless otherwise noted ruium"Nv Ilmlamebraaannvum omeno'note'... rafters shall have cross vernlloton for each separate space by vemHlatng openings protected ggalrsf the ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS Each Block I T"buluMmenumnomme mam"mr mum••bundinylu"eed I.Eapmens. O W A &oekll1gto5111onTap Plata Me-Nall) (a)led Common wunhwnm,l"bemoan.ap,n°mmmnm•.se.mennnwmlams.mnn.mamim,lehit"I malarnmJ Me entrance of rale or snow. Vemlating openings shall be provided With warrosbn-realstonf Wre mesh With 1/8" mbumhd mvnb ndailh Mawd. W y, 5. Al wood frame Will openlmge shall have minimum double stud posts at each and. minlmum tot/4"maximum openlmge. NOTATION Ledger Shap to Boom(Face-Nall) 00)led Common Each Joist . T",vddVili ,an mum Man 2bm•".1h"it bela,nw Mmhwaeta mmrua• imalohawhen Imemed to a W top O to M p•; ROUGH A B C D E F men nn.nnrmn<.n.lemwmnrnleneemaa,ammpm, C a 6 ta S. At hanging woodJolste and rafters shall be euppomed Wth steel Jdat hangaro. OPENING Jdd+to Ledger to Beam(Toe-Nolp (i ad Common Per Jdrt W q La MInlm Int Area hal The total net free ventilating area shall not be lees than 1 to 150 al area of the space ventilated. Band Joist to Joist(Sm&NdI) (1,9)led Common Por AO d a Cty1+ 7. When Jolet hangers ore In contact w/A.CQ lumber use stainless steel Jolst hangers an fastmerd only. 2' - 17"' 2 (1)2 X 4 1 1 1 1 Table ASA Top and Bottom Plate to Stud Lateral Connections for Wind Leads r�• U 0 Cs S. At roof and wall sheathing shall be V2'GDX plywood. Vartm r Band Joist to 5iU or Top Plate(Toe-Nall) s, ().�'16d GoTandn Per Foot exposure B A Mnlmum d a T space shall be provided between the Insulation and me roof sheathing at t he location offing vent. 3�-d' 4 0)2 X 4 2 2 2 2 - � SCALE; 6 -O' 6 (2)2X4OR12 X6 3 3 3 3 ROOF SHEATFHING (Prescriptive Ntemetst°Table 9,6) 9. AI wood floerjolsts,and flat roof makers spannikg 10.0'or greater shall be provided w/bridging at mod-span or at no greater than 6'-O" GLAZING Structural Panels(See zone dlagmm) mmnen , Intervals. 8 -O" 3 (2)2 X 4 OR 12 X 6 3 3 3 3 3n,u ammo Ouu wmespttdtmph> a ro mo Ill un M nit le g 1. All glazing shall conform to 8308(Glazing)d+he Reeldental Goole d New York State Interior Zone Ed Canon 17 e.a suacp•amc(Im.l went"elro(b.) r'v'....... .u4 •poem mem.calm 10.Provide double floarJdete under all parelllel walla above. 10 -0. 10 (�2 X 6 4 4 4 4 .,, m 6'ant. h x 2 2 z 2 2 2 : * •' WINDOWS 12- O' %) (2)2 X 6 5 B 5 5 Perimeter Zona 5e]Common m x 2 2 a x x 2 2 11. Install steel strapping at all froming members as requlred.(See De+alls) At windows specified as an egress window shall meet or exceed the requirements drhe RSCNYS(Section 310): ad Common 4'Ac. u 2 x 2 2 2 2 2 2 r Goble Wall Edge Zane a u x z x x : x x J mS b Him.Opening Area=5.7 sq,ft. Notations: m 2 x 2 x 2 2 3 J s ? 12. All top pietas In wood frame wells shall be doubled and overap with In+ereectim Wolk IFpossidit. Mln.Opamlmg Height a 24" A Number d 8e]malls at each and of strapping CEILING SHEAITHING e 2 2 x x ] x 3 3 m n °r7ooe v '4, Min.Opening Width=20" B. Number of alit studs an tie flat(does not apply ashore. Gypsum Wallboard 5e]Caalere T'EdgdlO'FleN 30 2 : 2 2 2 2 2 2 f ROFSaetoN G. Number of full height king studs a each end of side header. h 3 2 2 2 2 2 2 2 13. Dimensional lumber to be Doug far#2 or bettor,(Min,Fb--900, E 15 x 10(x) 5111 Height=44"Max AFF 10 2 2 r x 2 2 2 z 1 W . NAME: D. Number d16d Walk and nulled through adjacent king stud to and d header WALL 9HEA'll-(ING Ix x 2 2 x 2 2 3 3 14. Laminated Vender Lumber(LVL)have a min.Fb=2850 and an Ex 15 x 10(e) 09y��revl Niyrea at each 6n Edse117 field 1° '+ 2 x 2 x x 3 3 3 DETAILS E.Number of flack studs at wall endoF headers(assume double headers) olriacNrd Panels 5e]Common m x 2 2 2 2 3 3 a RMhrV esti Wall.$r 6llnce Ir 2 x 2 2 J 3 4 4 T 0"I R shirts under color girders to be steel only. 1. Provide 1/2"mold$moisture resistant gypsum board no all walk I$airlines,Inducing all ballroom walls and ceilings F. Number of Wolin -nailed through adcen+Jack etude 7o end d elll(e)at Gypsum Wallboard 5e]Caren T Edse/l0 Flank 2r 2 2 2 2 3 3 4 4 15. AN shirts S cram, At gypsum board shall receive one coat of tops and three coats dJo nt compound minimum. each aide. (Does no apply to owner) , 2 x x x : 3 3 J & NOTE and any wren are Both In Woad Frarttltq All coolie celtlnge and gJedgae to recall file or stone shall 6e act on V2'cement board. FLOOR SHEATHING(Subllpar) 1r 2 2 x x 3 3 3 4 Ix z 2 2 3 3 3 4 3 1. Ali bottle In wood firming shall be standard machine bots w/standard malleable Iron washers ar steel plate washers Structural Panels x4 u 2 2 3 3 3 4 + s DWG. NO.: rarage 1 #C61IMee Ie 2 x 3 3 4 e s e 2. Steel plate washer slue shall be as follows: 2.Provide ane layer 5/8'Type-X gypsum board to all wales and willmgs of all attached garages and roam endoming Tor L¢ee did Gammen 6'Ed6v12'Flald IS 2 x 3 3 4 3 3 , 6'Befal 'Raid me z : 3 4 + s 6 T a.1/2'and 5/8"Dlam.bone•21/4"sq.x SAE' heat producing equipment, Provide ane layer V2'Type•X gypsum board at all Interior house walla common to Greater Pont 1" ilOd Common f',u"dplly<Ilmlumhutl"eaumWohulnT,ble3d. • ibuelW hemi",Ina.wdmmnnenlmuryuinmmb.na,bepemJh,•Jlmb,muhlplltlbya.936rrnmin,wllmuaN b.31W Olom.bolts 2 5/8"sq x 5116'. garages. Provide one Iayer 5/8'Type-X gypsum board over at heat producing equipment In all unlimited open Nota. MaWmum wall hsght 110/120 mph zona,Exposure B 111 Spacing 016"o.a "Imin,«rldemmim. 3. Each bolt hole In wood shah be all 116"larger than dometer al't a bolt. cellars. Is 14 feet,we plan far additional apecficatbn Wapplicable. T.huhldtmWnpluldueumembWlJinrlmwnd M Expomrte, P 2 OF 3 4. 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" � ' L. , _� � Ct,,ii �j : '��I .. -.Mll ,� � t-,:�i �, �:i 1: : -,- . � , ". , , I C L � " "t �' , -: 'C ' � I , .Pi CiP 1:,'IC P��111' 1� , _ PC � ."q 'C(�. - P, - -1 I it . . . . . - I I, I �r I �C' , I1C'Cj � i'�" _,,CCC�;,".iC� 14, ,. , I, I , I I ,�;�i., . I - - ,iv, .':; � I4� ,-" .'r.i'�. , � I L � 'l . gL Eq� "I - -- t:F--- i . I 1 "'i" .Z\(.- - ' L ' � "' ' - I I " I - -1 . "i 3.1 �, I ' � 1, l I I L - ' I ' - ".1' L. _ _ � , � I � I .C� A,, I: �'Ii I . � '�,"i,'r�,7,�I'� tP I ,� P �C.i ; � ; . ,I I I -, r.- ,, I � � -, Xi I .� r I�Ii P .I"I ��'l� i " 'tt I I .k I ; 11 I I L lil C. I � I '�, �' I 11 r l�4fi� . _ -,�,",r -�"jr,L I 11 I j�'CC'i LL C I�I �. . �C�'�' ,��, r,LL l,f ,1,L -- 2 -, .1 I I .11 - �n i ", ' ' _ , �� 'C�� I I I � , � 'r C i CC' I ,. , -i , il �. " " : C .�� 1 , . . i �, �� I k -I I - 1 V 4-� , , I , 4L L� I IL�d ', I . L, L I I "I,"O -1. , n. ,. L � �I."�-.1. I I DWG. NO.: _, - ':'P -4 i 'L '� "i "PI . , .�"i P',i.i_ "-L I�,P' I li�� �� I I %, � I I �", Ci "�1.,,I",1CCII=l'.[C 11� " ' - ' ', .I.1 , . _; . I � , �) , I'll, -- i � .114, i,,V"'C", ", I l L'. S/ I - P I I.11 1-i- . 11 1 4' �II � .114, '-I-IlC �ti ICCI q I 11.Ill'i�,If�. ; - .I IL'iLl.51C, I I I I ii� �6 i _ �,� l;,,'V� i , I L- , - . -1 P i,'j'C'." �'11�"�"" 'i",,'I-'C'I I'll, -. I I, I '-.1�r,I I � Z, �. .1.1'tvo�C'Cl,ttr,7M',7 Cit I.....rCi.,;, ,�� ,7(it I.....rCi.,;�_ , �i! �:i c I'r.' - - � I . -i ,7(it I.....rCi.,;i. ......... 'i i,Pi ......i 1, I"'. -.--I -�- I ' '- -- �. . -1 ,C � , , _ LCPi �, �Cfliji'C-11"W�li �I` -:Li -1L.'t -i, --- I . I �� I ,: � . I I III'i L�' 'ii'L, i".'', i Ct'ii.,� . f,'i" , .I L . -, -� -- - - - - �" -ClY. _,t�4 C. .', 'I - .I,.-. - 1.," "Af:�R " �l � �"� . 1, � i I j�- I.- C ,, 1,C - �'- ��1� , j � ,i: --- .d�v'��-. j, � L '.'�zn-szpl� I %� , V-- liii� ..-.-. "d.i...± �, , , I --�� , -� TV�+11. -----��"�"�I�" -',"�-i4tf?L.' -��iP�'., 7- �., -" - - �ifi fi� 'Pffli""�,il' , .. , -f ..";�Lr'A.li - - , * 15 - 1 ���,, ,C �;�, ,I ,i 1.,'Ci,�$iii, "g7v - I;,6 �', -_,, , , 1,P '.I i I ,'Ci, ', � . -�i- -I- � I. �� , , it 'i", I , -'P"�'Cii 1'1' ' . , - . _ _ _ ,' "'�-�� ,-; - 11 ,ifil iv, C� , ft� , , It'l '� L'. � . V, I,-,- - -- -. . � . 1, in- -� 4, I j .I " II,, -.'� ! � " ,PC L" , := _____(I - - I ii 7', Wis i.-,, 4 " - I 6i P �:? � .- - -�- - 4 -(� a ti�' . �i - i "C .' 5LL i� 4 1 -'- �� "r dj� _ '�'I I''�P Cr�'L` ,C � -d. �, � I � � I�� I�---- -- ! C;C U,l��:: 'i:;� j �--- --",---------- , . �. j , , ,'C, ,,'�t j -1, L '� , I- --,- � I.� - - � ---- :... , ; --, -----, - _I I:7" , : � . . , . � _ --',,,'�I'll i :j 1, "Ift,� - , , 'I'K �I,. . I . . I I . ",."- P?'r.I . . I I . --�--- ,---,---:L --- ----.- - � , I P1 4."iiii'61 1. . C.'If,if � '.T'�C� ��-'Ii"':C!ii .i I - it i P L.1 ' -- , ,' -; I . "C" ,4 ' �'--!-'-�L 11 -- I"',I'"' "", 7.- 4. * , - 11-�" C "C"i I � I � , ,-.---- - - . '.; "-'i P':7 ' : ':� , . ' '.'%i�f' J OW : t ,�j- .. 1 -- iiiiZ. - i A - 2 --- 1 � � - I . q � j I j � ' I . . . I , & � 1 ""i j .i � M . P . , --:i,r-' - - -1-1...I . ffF it, - I I - q L 49'?-- -- I - !&� -- - I I �" �� L . ._ _______._._.'_________ J PAGE 3 OF3 --- I IL e: 1 4;- 7 F— +4-:� DO 1. A 5Y.N. it d FrOrninal Le end fi 4I 1, 3, J NIN, N3 1- Floor Level of Described Member f. is 5- Basement Level Main Structure F- First Floor Level Main Structure S- Second Floor Level Main Structure ... .O.r... M- Mezzanine Level Main Structure i5��wiris Roof Main Structure tr 00327' W-Widows Walk Level le i�, 0 0-0orage/Workshop Acessory Structure 0 7 Affic/Stora _go Level Accasory Structure 14 0-Roof Level Acessory Structure 2. Descriplion of Member 10 IN or 14 , I 11`r, . , 3. Numerical Iderrification of El Member 3/4 x 14 0913 Rlm Joist or A2 Double 11/2 x 14 OSB Rim Joist 7. ;,1 <3> �'e C%� z (2)14:'AJS 20 I-Beam Her w/Squash Blocks 24O.G. and 2" Rigid Foam Insulation Between WA-S 25 I-Beam w1 1/2 x 12 Wood Milan on Ext Side for Use as Rim Joist ,CA US Zr t •19 <D> 13/4 x 14 LVL Rim Joist or D2 (2)11/2 x 14 LVL Rim Joist 0 IT 7 13/4 x 14 LVL Flush Header or E2 (2)l 3/4 x 14 Flush Her re;ell t 'YSr s. to 7 i�d�LO 7111 (B)13/4 x 16 LVL Header or r2 (313/4x18 LVL Partial Upset Her (2)13/4 Y,_q 1/2 LM_ Head,, 0 W. - _, . .: r:.. . . � v , :. .. ...'r � 'r ,' '. . Oa. 4r '., c .:,r. i r:: : -.' Ia:.: I a0 P� L I 'Zo WAJS -Bearn Floor Joist or H2 (2)WA.19.20 I-Bearn Floor Joist Iti 0 *2 _.Fll _17 )74N e5, 1 14"A-15 20 I-Beam Header or 12 (2)WA-S-20 I-Boom Header Some as (B) le > FI. C) 7 14'AJS25 I Beam Floor Joist or J2 (2)14"AJS-25 I-Beam Moor Joist Qn I <,> oll s.11j Y,' 14'Ai-S-25 I-Beam Header or K2 (2)WAAS-25 I-Beam Header some as (B) ZI d On q, 2 x 8 Floor Joist or L2 (2)2 x 6 Floor Joist ��jro 1,54 -44 Y: C 11, Qc 2 x 10 Floor Joist or M2 (2) 2 x 10 Floor Joist or MB (5)2 x 10 Floor Joist I. �VA :2 x 8 Ceiling Joist or N2 (2) 2 x 6 Calling Joist (2)l 3/4 x 14 Header or 02 Partial Upset Header U 0 lv QW�3�o I A I Pn M. 2 x 10 Roof Rafter or P2 Double Roof Rafter O �14 rd ' arse 0 4 L��: 1 3/4 x 14 LVL for Ridge, Hip or Volley Rafter or 02 (2) 1 B/4 x 14 for Ridge, Hip or Valley Rafter 04 1, <Q> 7_4 z 2 x 6 for Sub-Foscla or 122 (2)2 x 6 for Stepped Sub-Fascla Board U 14 + We- 7- T 2 x 10 for Swept Roof Rafter Tall or T2((2) 2 x 10 for Swept Roof Rafter Tall 2 x 10 for Swept Roof Hip or Valley or U2 (2) 2 x 10 for Swept Roof Hip or Valley loll of Ov 2 x 4 Framing Well or Capping/CladdIng on Exposed Roof System E <8W> 2 x 6 Framing Well or Capping/Cladding an Exposed Roof System r 11 Rd of <3> ,(Des-�'b l9r'1� 2 x 8 Roof Rafter or X2 (2).2 x 6 Roof Rafter. If z 47dq > Door LegendMndow Legend O8060 Overhead Insulated Garage Door wl0parators (ZY-5 9040 Insulated Triple Panel Low E/Argon OlIdIng Window UnIf Qty-11 1096 Overhead Inulated Garage Door weOperator Qty-1 O 9030 Insulated Triple Panel Low E/Argon G1dIIrg Window Unit City-2 6068 Ext. Insulated Full MewTw1n Entrance Door Unit Qty-1 9016 Insulated Triple Panel Low E/Argon Fixed Transom Window Unit Qty-7 14 1%5 BOG& Ext. Insulated Full Mew Entrance Door Unit Qty-1 O 9012 Insulated triple Panel Low E/Argon Fixed Transom Window Unit Qty-4 0. Ec O 2e68 Ext. Insulated Insulated Full Mew Door Unit Qty-1 6016 Insulated Twin Panel Low E/Argon Fixed Transom Window Unit Qty-5Z q 6008 Twin Screen Door Unit 'Meet Egress Q�qulremems Qty-1 6218 Insulated Twin Panel Low E/Argon Fixed Transom Window UnIf Qty-1 rz (D (D chi SCALE: O6066 Insulated Full View SlIdIng Pato Door Units Q1Y_9 3218 Insulated Single Panel Low E/Argon Fixed Transom Window Unit 01'Y-41/4"-7-)' O2868 Int, Adjust-a-Flt.Salf Closing Fire Rated UnIt aiy-4 2616 Insulated Single Panel Low E/Argon Fixed Transom Window Unit Qty-1 Of (D2868 Int Two Panel Swinging Door Unit Qty-1 4018 Insulated Single Panel Low E/Argon Oper Awning Window Unit Qiy-4 Cl (D W 02668 Int Two Panel Swinging Door Unit oily-2 4018 Insulated Single Panel Low E/Argon Fixed Transom Window Unit G4Y-3 O (D 2068 Int Two Panel Pocket Door Unit (2ty-3 g 4040 Insulated Single Panel Low E/Argon Fixed Picture Window Unit Qty-4 op sesleNYN AME! 2868 Int Two Panel Pocket Door Unit C�Y_i 2040 Insulated Single Panel Low E/Argon Fixed Picture Window Unit Qty-6 fq 1ST FL 2668 Int Two Panel Pocket Door Unit Qty-10 3640 Insulated Single Panel Low E/Argon Fixed Picture Window Unit Qty-2 PLAN (D 6068 Hinged 151fold Claret Door Unit Qty-1 G 6040 Insulated Twin Panel Low E/Argon Gliding Window Unit Qty-5 DWG. NO.: IS 5068 Hinged 131fold Closet Door Unit Qty-3 3040 insulated Tv,4n Panel Low E/Argon Gliding Window Unit Q+Y-B O3066 Int Two Panel Pocket Door Unit Qty-2 26620 Insulated Single Panel LowE/Argan Oper Skylight Unit Qty-1 -A . 3 PAGE 4 OF 12 JEGDup �L.oOe YIA•Al SC-AWG. - I/¢" � II-tl" SOCDND FLDOR r'0.4MW6 LAYOUT ScA4C - 'Iry"o 1'-Q" 4'-S" It'64/4 4'-D'li^ 1''W, 4-'.S" q' - 4" 14'. la" ._.._ . ._ ._._...... _-._ _ 1 3'.4- W-4" __ li L, e OU-IASL-I r 1 CLOSCI' ® � 5 5 ^ � A IS'•,1"v lo'-(e^warv�.e 'Q .iv I ' S S �`aSUie.: SCLT G LAV -(TY F - / O P P P Su;eT' Q 5._ U0 UN 1 ^ \/ 2' MASTgL.bA "SKeb Pweem. Ix'"wan O _ 5 H S U 0-Ib''/¢,% ID-b'(xM['MuePtAt 1.$ -A0.EA V CewN��NBS{o lP=hr�ar,'� /\ I t IIIYgI_S�I 2. 'C24l1 GGlu NG YDuu.$NW'CL- ' 6 9L7CG.1 p $ �� i 6 94"v 0 lPv ,G Q DP,ua AeoaE S 5 H N H IF r A 3l0"%5llorv0'.�,N 1„ /yIASTERBE.DQpoN.. .. ' 9. D. �Vfr . .._ _ II--� �4'-4'uY l�'-O°x l0'•1" YfR nY GFJuaaNcwNY � 2Q; _____ ____ ___ — __ T FI 7°hi \\;� 5 Z (2)14 AS0, co eam O S U >= S H.---"m• - - - $ i Y..IV ING Roon �Dmwa Reex„ P" p Y Y O. �'' 2Cv 'F ') O IN 11 �{ Yvp ^b E FWD Q ., T 1 3 H L S W M 1W y T.. ru 5 WALL —1 OlO i. Hill A15 25 Wood I-BeamFJ 1 OZ C4O s . . 3S H AJ5 20 Wood FJ lj36 O� c '10 O ULOO, O J -Beam L �� 1'(CLIG.N DIn16TTC Af:zA ;( . 4'uY 5''1'/r."N 4o'. " p"� r i a t 6' •, Y G3 . / � ., � I H7 F ` 1I I 1 N I S 5 � Y S m K) © wAsxeC' O Q. © m1�- �' 3 H'•, SS z R�EDRooN s9.. �,Vo �ebRoon6 Z ' I O 1Y $ o TTN m L 5 ---0 I'i-6' I .. Ixr-le"v14'•O°v. 10'•I'�1QgY C.E'uaa:4le'bNT. ' • , t �j T . . 5 S Z - Ila' — 4 5 Y y IB RG 5 ' •l4<I-^ Id9 1-Av'•n O� v/ O' .. tx E 5 I'� 20 17 -W Ktv ' loo".nLl P0.NwTE gATHL'oo 1 � � / . - yA 2'-0"cq A 42 4z• "G.a¢PCJ'SNEnReecm RCA N 3 6'-to"v.o WAUL•Id � x ?10"xuu/-w - R `I±Y� Q'Dmxe SXuxY" t S CLo L' -� RoacwuoL� .L 3� 9'-0471b s"�T, M, YY O _ OnFia AeooE IL"W ox / _ S .. 5' a Pa Ir• P- � (Co.uea'(uvCctu.+sllu 'I I . g zq W q C7 q u CI i .. . . . . . .. _,_ wwawa�`-. , / "i'• ;:1S 'g * SCALE: 4n = 1 ` O _ S 11 P r {' 44" :Z' 4 I 3, 6�--r B-V � 3�-Z" 6 I 3- . _ - __ pROFE8810N�y W AME; -_-' 2ND FLOOR PLAN DWG. NO.: A ® 4 PAGE 5 OF 3 . ... .. �� /Y'lE2Z,0.NIw1E LL=♦!EL- �LOOIi:. PLAwI- SCAA.E-I4 I I_ p n ------- . McZar.NINs LEVEL�2AMIr.IG PLAN �- SrsgL,p� 1�¢1c (I-pll ,' ' 1 O 1 J1I 111 .0, n 1 1', I i •�♦♦ � II HH I 1 I I JI I! I ♦ ♦ I I 1 !� k � � I I C` ♦♦ 1 � I 1 // N z: f � . I _ i ♦��\♦ O 14`4` �%- 1 1 p �\< I U C♦ � I 1 1 ll v �\ a , I. ♦ 1 j I i ' ♦♦, � �L ' I I A'(2)13/4 x14 LVL Glyder INfc.22 AMINE - l:+1y ING $PPGEO A 01 � '. I" k I O I� T(�Y^ L M ✓ 7 10'6 x 141.0^ u81-1`•cu.aaM•IwsT d ; ,i b: L ` , ! o s r Y LL - ,.rcµ. Jl3R+ L i W O d , L ♦ - /Rkr © n - � ,, � f ] -•�' Treated 2 x 10 DJ Q 16'D.C. , '.� ' .... . \taeO.. L jIY - --•- 11 a�, 1 ... N H ]I> UM H N L I r f r-I 1+i. r , , / e' ♦` A,, / , 1 (2)13/4K 14 LVL Glyder At 94 Landln - p t t) 1 .P 1 r r /// rr y `♦ 1 t, /3 I" Q JL 0 LL I I j l l /'�/' // ♦♦ 1\ 6ucrf I P+ituW ^ I ,r . I Ir�� 4 �� n r l iI „ ^ •�- o , - r r / rl N 1 o g ¢ z I SCALE: � I AROFESS1ON�y W AME: MEZZANIN PLAN DWG. NO,: PAGE 6 OF 3 ,I. V a6 t= WIDOWS W41._1l� L.440uT P�.aN ._ `/q_, I�pl� yy,.. = 1 •_ �•. __ _.- - -'---- R \ " 111 � p ' � � " P '�✓ ., Q LZ 9 p � • IiiFil'. ¢ 5 ,P I N/p � P 5 AOW m P I t? 0 m - x P P _. 0 :2 x10 RR@16" .C. 9 / `• rq�yy p. 2x1 R@16 — I „ P I p I \\\ p z P Z M Z O 8 F` , I . . IL .,III _ R 1•z1 o W �12 F-o v Yuti �TV>icn.) - E . ; ',i P �•+' Q I-- >✓ ' p • s , ;m 13 I I � � Fy e P31 Z i u z ' �, 1 � � � � � � �' , � , - I . . • 'I )•1 /4x1 LVL Glyder , : � � � � �� � � P � Q O I UP . 'Ppm e V P I z O . � I P .•L2 x110 RR 160.G. x Ir O N I I I I ' 1Q V U q q SCALE: 4n = 1 of do— c, i NAME; _. . ROOF PLANS DWG. NO.; A - 6 ; PAGE 7 OF 2 Cold Applied Rubber Membrane over 15#Felt over 1/2"COX Plywood Sheathing over 7x 1C'll @ 16"O.C.. 1914 x 14 LVL Ridge _ 1314 x14 LVL Ridge ` 'Simpson"TSTA Ridge Strap 2 x 10 RR @ 16"O.G. Open VJdows Well -- - .LII " �.. m_ Uj,INK'S OA"L F'1 IL V Each New Rawer .— — — — — __ _— - _. _— — ---m ___ Pzo'?a seu '- •_.e-�:�?'�i (See Detall) Asphalt Shingles over 15# Felt K �� - / D over 12"COX Plywood Sheathing 1/2' ' " son' at All , " rywall GeAln9 over 2'x 10"R.R.@ 16"O.C.. 51m H2A p Rear 2nd Floor to 1st Flool it L:; New Rafters 2 x 8 CJ @ 16"O.C. R-38 InsulaNan Pravlde Ice Dam 24"Wide from (See Detaip Attic/Uneonditloned'Space� �� Roof Edge' t •+ �W Heated Living Space v2°Drywall Attic/Unconditioned Spa�.ce. Mezzanine/Lok _ Knee Walls Open to LR/DR/Foyer R-38 Insulallon and rear Staircase and Lending U (2)2 x6 PlateR-30 over--- ---.R-19 Ins_. - -ulo#on 28 CJ@16"O.C. - o i' x Cedar Shake EllCID J over Tyvek over I Foam a I , , Bedroom 2's Walk-In Closet Board nsul over 1/2"Plywood Master Ba1hY0011s Sheathing over 2"x 6"studs O WIG OQ Master Bedroom's Open Cathedral Ceiling @ 16^O.G.w/R-2 Insulation Q G I Oen Cathedral Ceiling © E WIG Dining Room ; LI. Ing Room ll r- Rlmboatd x 6 Plat 11 y 9d/2'TJI 210 Wood I-Beam I I - .., • U ./I — _ (2) 2 x 6 Plate 1 _ Drywall Celling � F R-38 Insula#on 14"AJS 25 Wood I-Beam 16 O.C. - --f - - " ' L._ — Front Foyer ---- -- v p 5/8"Type"X"Drywall Calling I c• r -- R 2t Insulation 5u room R•211nsulation 2 x 6 plate . ' .. ; , _ .._._.._....... .... y 3/4 Plywood H 1 , �i Suefloor '. -i / Open 3 Gar Garage 5/8"Type"x"Drywall J 2 x 6 Plate - - „ 14"AJS 20 Wood I-Beam 16"O.G. F-i H 5/8"Type"X" Drywall < Install�Capper Termite Shield (] - -- (Entire Perimeter) (S� M ,.z A..VEgaa,.s f C C<T_C4i �.lu�: .u•-5> I^- __. .__. O Treat ld2 x65111 5111 Seal _ � 3Lr.5' M 2 - . ._...... Wood l•Beam 16O.G. _ 3�. Z5 Ac��o�l gS " 3 ) W 1/2"Anchor Balt 14"AJ520 � kn 0 Front Basement Mechanical Space Unexcavated Space Rear Basement 3/4 x14 LVL Rldge over 1 2PCOXu Plywood Sheathing r 15#Felt O ~ Ht fir over 2"x 10"R.R. 8" nc Fauns.Wall ../ • _ Ea h New Rafter Open Wldovk Walk / E-� I—d Simpson" H 6 x 6 WWM Relnforce .ant ' I (See De+all) (V U Q I -phalt Shingles over15#Felt _ -___ — I P `j ip`y aF-(➢-'`��°u"�"''�= _ (/] z 4 ml Plastic vapor over,1/2"COX Plywood Sheathing Barrier 'ever 2"x 10'R.R.@ 16"O.G.. W Section A-P1 Pbdde Ice0'R.R. 10, from Roof Edge. 04 Z He -te ting Space Covered Deck u W tHc ' Mazzanine)Lgft Sun Deck ^ Q p UnconditionedR-aa insulation 0) space R-381nsula#on M a : P-35 Insulation '"� Pr21 Insulation - - - "Simpson'H2A at Al _ t New Raftersf 3/4 Plywood (See Detail) : I� - — _ _ — — — i ) Subflaor �l _ 1 �p - ---_-- _ a- U (2)a x 6 Plate (2) x 6 Plate o R-381neuicticn m Covered Deck z Be room 3's WI vs"❑ 2 x 10 RR @ 16'O.C. 0 N 12'Drywall ry�wall Gelling I- Y � o Bedroom 2's Walk-In Closet1 Bedroom 2 w o . 14" 5 25 Wood I•Beom 16O.C. a Rlmboard R-30 over R-19 Insulation 3/4 Plywood SubRoar j 2 x 6 plate 2 x 6 Plate „ ' 3);13/4 x117/8 MlcraLam Girder o (2)2 x 6 Plate . 11, 1 . .a : I 1/2"Drywall Calling r+ R-30 Insulell W'AJS 25 Wood kBeam 16"O.G. C7 j+ Covered Deck w a ¢ a q R-21 Ineulatlon ,i (2)2 x 6 Plate ^I 9-19 Insulation 1 !d w U Ca A bj "X'Drywall Celling SCALE; j Sunroom 5/8"Type Family Room 1 4" = 1' 2 x.6 Plate n c 3/4 Plywood I' - Subflodr .• ' 2 x 6 Plate 14"AJ5 20 Wood l•Beam 16"O.C. r ----------- ---— �� Insulation _ , _ rG V. I��� 1 �apRaFE991aN�� 14"IS25 Wood l-Beam 16"OIC. - - 3u:-Pmrroxa . NAME; 1/2'Anchor Balt (2)Treated 2 x 6 5111 Ile 32"O.C, Max Basement SECTIONS Install Capper Termite Shield - I G2"P.L Ate""9 S11 Seal (Entire Perimeter) Daylight Balt a°Cone Found.Wall Rear Basement Pwp`c Ea ' ax w P.x,lose - 35.2�' acraw� DWG. NO.: 6 x 6 W WM Reinforcement 4 ml Plastic Vapor Section B-B Barrier PAGE 8 OF 3 ' I r 0 c) �Z F z - a F - - -- m z U 2 --7 I LTJ — — —.--� W W O ,mlj I � o � N oP--r1-I EAs-r E 1-.EVATtoh3 - ScA �E - 1An I NUO U w E 71 � �- N 0 \ IN \\ N y 1 Y �- -- --- ---- ------ ' -- _ NAME ELEVATIONS DWG. NO.: od PAGE 9 OF 3' o�p yv' - 1 �� i I O H ' ,. ❑fir .._....,......—.,--.m z' � o . '.. '.: 'n ,�� .Y: A- i �: ,cl . — - ILtY.�`!\`?�lil _ z U 0 W o _ = o O W � � i W SLL� 6 �- I�JOQ'TN EAST V-�'1_EVAT� �N _ SCf�LE - 14" = ( '_ �•• ��/ O w yA � N U � V] CJ] F O Wy O -I \ H a W-. . w � I m — 1411:�JJ � ' III III ' O N p _ N O a C Z ! r = P4 a x - SCALE: All ' '•' � __. I NAME. 7. I j ELEVATIONS -__... DWG. NO.: " 9 I PAGE 10 OF 12 _ "k,11,41i W116, si �xlsi Er It" 114 vvp V GIL. �4 52.t 5 Pillkiiii,dii I 1", 1 livi 1:4! j;l:, • OLMW rA I)o b 1I .,1 110, W I "Ili rn S 4�i%;i 10065,,�. L 'I tip L�AAA,� 1k 4 2,,11 1,21l.cur` T,r -YAC All L4 e or q 0 171 lot, 5 SH PLA W' \ ' / ��' r /a/\ / w (II27„O� (SRu�¢MgININL, z E- WW4 4LIi mm) z 1.9 a. con Ail lit > Ait 0 uo 0 4) 4; tq ,c, ,12� 0 u7t I > p IN tD N 77, rA >� 0 t. AN ri rUT1.1 ft PU IiiU L UI.Tk l z DRINNAGL lziim�— pit- ...... hs. tlq1T,� �i 1. *7� 4 u C� r� u lti 11 1 SCALE: 1 0 iVroi t�,! tD,IV el,Im L d II rtLI ,Titq�79 jpjtt��T 4,�q. AN %iboi 4 l, 41, 4.4 4�� 13 POT 7 Wb. NAME: T"1 1, ;ttj" z RAINAGE PLAN DWG. 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