Loading...
HomeMy WebLinkAbout52975-Z of S TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY Cavan. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52975 Date: 05/13/2026 Permission is hereby granted to: HIH Group LLC 67A Cuttermill Rd Great Neck, NY 11021 To: construct an accessory in-ground swimming pool as applied for. Pool equipment shall be located in the rear yard with a minimum setback of 20'to the lot lines. Premises Located at: 105 Kat's Ct, East Marion, NY 11939 SCTM# 21.-3-15.3 Pursuant to application dated 01/26/2024 and approved by the Building Inspector. To expire on 05/12/2028. Contractors: Required Inspections: FOOTING/REBAR, ELECTRICAL- ROUGH, ELECTRICAL- FINAL, DRAINAGE, FINAL, Fees: SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00 CO Swimming Pool $100.00 Total $400.00 Building Inspector TOWN OF SOUTHOLD-BUILDING DEPARTMENT s Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 ht ps;"Ixv -,V.soutlioldtoxx-nnv= o-,� Date Received APPLICATION FOR BUILDING PERMIT ii For Office Use Only PERMIT NO, Building Inspector- iNluop Applications and forms must be filled out in their entirety.Incomplete a applications will not be accepted. Where the Applicant is not the owner,an ; _ _ _ { Owner's Authorization form(Page 2)shall be completed. Date: 12 I1 23 OWNER(S)OF PROPERTY: Name: I M leoop LL SCTM#1000- 7 Project Address: 1o5_bc )5 COUQ�I 11E&ST k6 P-1 O Ny G.OT Phone#: 46 1- !�-300 1 Email: Mailing Address: (01 .4 GV7TrRM(U e C-) (-)-T N NY1102v CONTACT PERSON: Name: h t d N I ICA M_pq, Eta S K Mailing Address: 30 ST ftL(,1EF- L70S1- DiVQCVC N y 11 q42 Phone#: a(l) Email: H ON. r6G N IT La CO DESIGN PROFESSIONAL INFORMATION: Mailing Address: 2 C-(S&tJ [f00 TE, F 6-5T U063051 W y ll Phone#: j �� Email: ' CONTRACTOR INFORMATION: Name: � C C If✓�i�� '� Gi � C Mailing Address: "1'' 0 O A V G H U-0 f of?,C f 0 y 11-1 63 Phone#: �(,� 14(04 Email: DE CRIPT O F PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑D molition Estimated Cost of Project: ❑Other igxVat `W. 200L $ Will the lot be re-graded? ❑Yes LAO Will excess fill be removed from premises? ❑Yes 2<0 1 RROpCR 1f'INFORMATION Existing use of property: 07-5 o(ey¢eaf Intended use of property: f-)-0 Ello/c Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to E this property? ❑Yes El No IF YES, PROVIDE A COPY. ChteCk 8oX After Reading. ?he owner/wntra ij4esign prpfessional is responsibie for all drainaga and storm water issues as,provided by Chapter 236 of the rown Cade APPLICATiOtU IS HfRF.BY MADE tb the.iiutlding Departrrwnt fpr the issuance o# Building Pgrm�C pur�uani to the 8011dieg Zana Ordinance of tha sown a Southold,Suffolk,County,JNevr Bork anti other appurable lams,Ord6iances or RegulatJptu,for tha coast ttxton of builtltnL additions,aitei dtt or faK�remt vai o%dapibllt��tr a herare desWhet1 fhe appbt�nt agues to comply with ali applicable laws,ord�itancas,bii�ld�ng code, a housing code and kegulations and to dmd authbr¢ed inspectors on pramtSas and m btiih ing(sl tort necessary inspections.False statement made har+E in are punishable*,a pass A rtitsdetneadoY pursuanto Sectioi0 A5 of the New Mork Staia Periat,iaw. Application Submitted By(print name): (�d►'L1��4..N ❑Authorized Agent Owner Signature of Applicant: ZC yu,L Date: STATE OF NEW YORK) SS: COUNTY OF 55 ) 14P169 I 4 Ll&A Al being duly sworn, deposes and says that (s)he is the applicant (Na4 of individual signing contract) above named, (S)he is the O0"-Ir (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this zCday of %Q PlUa 20 Notary Public M PROPERTY OWNER AUTH0R1ZATI KBuc,ff=0FNBW R"bon No.01MA6392440 (Where the applicant is not the owne ) wdwa c Zo 7 1, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 D AS NOTED 2,-ma ,-m '_m' o N DAT ~o Z ¢ o FEE _BY: _ Q o NOTI BUILDING DEPARTME TA - - 1 � � Lij 631-765-1802 BAMTO4PMF0 THE z FOLLOWING INSPECTIONS: 1. FOUNn�gYln^ rbVC aF�" ""eri ( ie �� uU 0 o FOR P'tt;t C) 2. ROU('11 FRrku1NCa 3. INSULAi lON n 4. FINAL-CONSTRUCTION MUST LL rn rn BE COMPLETE FOR C.O. O ALL CONSTRUCTION SHALL I AEET HE REQUIREMENTS OF THE COD SOF t IEW 1ST o YORK STATE. NOT RESPON IBLE CND to DESIGN OR CONSTRUCTON"'ROR 3 DRAIN POOL I$'-D°X 36l-o" ip + o o � d z O W RETAIN STORM WATER RUNOFF 0 `n o o < 'o PURSUANT TO CHAPTER 236 MN� I �OF THE TOWN CODE. i m I I � .� °L.,`. nTF°M/ ,. I I LIGHT LhSHIT LICWT f .� w; o INSPECTION F�TE UYHRED Ll z ui _ .... I _ :3 NEW YMK,STAf E&TOWNCODESAS REWRED AND €�NDffer, NS�TF�� OCCUPANCY ��° SQURi DTOiVNZBAPOO-NOTES 4 'IMM MR 28 8 8 �: _ S T LD TO N "NING 14Vi{IK E Is 1 C"NC�."LOS�POOL 0 � 1.rj 2.ALL "IEE SHALL 9AvE HALL BE DAGAYDE CUFFG1aW11,16 PSL STM Ab6 OCU'Tf�INN Tk'�l'C,IkET3 � � IUP ON O PLE I ION 3-WELDED WIFE FABRC K*ORMW WALL BE COLD DR"CaxCR M To AST� z I CY DEC. , "�"� BEFORE VAT ER"E6 '" 1-ALL WOKK SHALL BE N ACCMMCE WITH THE LATEST ACI CODE 0O 8•LEGS OF REa*ACGESSORES SHALL M PLASTIC TIPPED.ALL SNAPIIES AND WALL �...«.,-..� HD�N�c� F"• OCCUPANCY D��610,1SGWVFA.I�SH,&BDCOSDEP� AMR1DOMACTORMMME AY WFVSE � TO PROVIDE FOR DRANS 1 COPING 11-EMMEER CONTROLLED INSPECTION REWIRED \POOL PLAN 12•GRIND REDAR AT CORIERS AS REWIRED 13-CaaZACTOR To PROVIDE PooL FENCE AS PER LATEST NYS BUILDING CODE �— SCALE:I/4"= I'-O" AND LOCAL CODES I4-POOL To Caf M To RILES AND RM"TIONS OF LATEST NYS BUILDMG CODE � 4 TOWN BUILDING DEPARTI M N 0 TOP OF WATER_ __ _ __ __ U_ N ea ~p `= N ry Z 'j M POOL o IB'_0"X 3V-0" 4 m f a 3 cl) cl o S K 1r7�Z z rn OU Ne o Z 5ECT1ON A 'ALE � Z w O Q z -1 O o a 12"COPINCs----.-._ —12°COPING rn SANDOR —,_.._ _ ...__........ .... ........_._,__m SAND OR CLEAN FILL ' f ��`�.� 5X5 TILE 5X5 TILE--- CLEAN FILL a 10"X 10"PC.— F4 _-0414EBAR FOR TOP OF WATER •4 REBAR FOR- —10"X 10"PC. m U > o BEAM { WIDTH OF POOL WIDTH OF POOL BEAM w o -04 REBAR®12"O.C. 04 REBAR B 12"O.G. EACH WAY POOL EACH WAY Yo > x a" GUNITE w allCKINITE _.. L LEDUST- 0rn o U MARB DUST MARBLE __. STONE OR SAND BASE ll w MAIN DRAIN----------_. STONE OR SAND BASE ' `. POOL NOTES .._.'4:.._.., --- -.-.; ....., ... ..� ♦_ -..-,--' .""^� 2-STEEL t'c WORCEY�SHALL BE GRADE 60 GOIFMWz TO ASIM Abb RYA TO AST I*3-WELDED WIFE FABRIC FEWORCFPENT SHALL BE COLD DRAIN GON�OR1 1-ALL UM SHALL 5E N AXMA 2 WITH THE LATEST ACI CODE o i 8-LEGS OF FfAAR ACCESSORIES SHALL BE MASTIC TIPPED.ALL SNAPTIES AND WALL Fn - PEFE'IRATICNS 9-SHALL BE CLE4NED J GROIiT REPAIRI-L TO PR£LLNE CORRDSION LLj 0-ALL Dih&?alft GIVE SHALL BE CONSIDERED A MR COMRACTOR MAY WCREASE � TO PROVIDE FOR DRAPE I CAPM II-ENGIIEER C.04MX.ED WPECTION T'�EOUIRED 2 5 E C T 1 O N 5 2-GROUND Ft-M AT CORERS AS REQUIRED B-COWRACTOR TO PROVIDE POOL FETKE AS PER LATEST NY5 BUILDWG CODE 5 c A L E:3/B°• I'-m° _.__. AND LOCAL CODES w 14-POOL TO COFM TO RILES AND ffX4ATION5 OF LATEST NY$BUILDWG CODE LU 1 TOJN BUILDWG DEPARTMENT f . . ..,-_.__,. ijNll 1r - �..... �,t-..,._.-.-... .,. ..__ _ / �tta� . .,/ �_• .:. - - - - . . I G�,N�RAI.L NOTE. '-Tabie•3.1 N-Mling Schisdule . -_ I. THESE DRAWINGS HAVE BEEN PREPARED 13Y THE UNDERSIGNED&TO TFIE BEST OF THE UNDERSIGNED'S KNOW EDGE,BELIEF&; 1'ROf ESS)(1NAI,IUDGMENT ARE iN COATI LLANCE 11 F fti TIIE 2020 RESIDEN IAL CODE OF NEW YORK STATE It301.1.1 ESION CR1TEkiA ,� iN ACCORDANCE WITH TFIE AMERICAN WOOD COUNCIL WOOD F WIG CONSTRUCTION MANUAL FOR ONE&TWO •.u,lILY •i Numberot Num+brrot++• 1p and Bottom Plate to Stud Later![Connectlona �+■ s • Jolntbessr Iran ° CommonN■Ut '• BoArhnlls i NaflSpadng 'fable 3.5A p •L.''K osure' • for Wind Loads . Y xle"34�'.5�'a��,+v:7`.i}71 iir1"':'ik'aliwlt fir.RG-awto...'>JU '31 i+�':;F.;: s"�`"`;;;;j j/r!-If:. baJtii;'iN %oa, . eater to Tap Ptale :11 !;dlad) , ' iqF IRA1a 3,4A) (uaTmb{t3.4A: perr■fler. (Prescriptive ARerilative to Table 3,6) DWELLENUS(WFCtvi)201$EDITION, 2. AI2CIIl't'L'C T HAS NOT BEEN RETAINED FOR SUPERVISION OF PROJECT;OR DESIGN OF ELECTRICAL,HEATING,VE ILATJON,AIR CONDITWN ING OR PLUMBING WORK LICENSED COIJTRACTORS TO INSTALL WORK IN ACCORDANCE W Celll"SlD11P.irepPlatq(Toe•n>llled)• (traTa61e3.AA) (aagtmbtis,4l.; p+rJetu • CanlnxloisttaPsn,lel 1 re"Jlla•n■0441 (lealabte3.9A)•„ (ssetmttlla.4A;' eachlap - • tet11ng1o1sitaptaverPanhkrutFMupalled) (reeToble3.4A) lsaeTmb1i3.9A; euhtaP 7g0•yr,WlndSpaed a Ca11arT1asaaatterlFacen°sled} (seeyeble3.6) Ile,,Tr.643.6i , per lie ' 3sewnilgust(mph) }10 115' :,12:; 130 140 2s0 160 170 i90 195 , 9allorile toRa er lFa•rwgad} 2•ad: 2-xd•, , egch end PLUAtBW(1.AI)CIiANIC.aI,AND RIEL GAS COPES. ITIi 2020 NY $UIL DING, ttlmtio■rdtaaaftcrlend-nalleal x-16d, 3,111�� aadrand• Stdd _ 3. CONCIt lr;t'C WORK SIiALL CONFORM I T 0 TFiE 2020 ItESIbENTlAL CODE Of NYS CHAPTER d SECTION R402,R403 AN TABLE R402.2. ?d:Le;7 ( ,si ;3I�7; 7,tJi$ .iJt c11 yVAu FM►+tlt G: ,F` "`1 aR " ,7+t ;H41ri7"v vaf tpx:t�'. Specing Wall Nalght(tt) Requlrad Nurttbar of 16d Common NaJls fir 4Dd Box Nails per Stud to Plate Cannectlon� BEAR FUUNI)A'fIQN SYSTEM ON UNDISTURBED SQilv'hiiN.SOIL 13Er',ItINU CAPACITY OF 2,00D PSI.. STEP CONCRETE OOTTNGS& 2-lad .7-AS~ .. parl°ol (In:} i FOUNDA 1'fUN WALLS AS REQUIRED. CUNCRET'E PItOTECTiQN FOR REINFORCING TO BE AT LEAST 3' Top Plata d(Fa P1aln ed).natlad)' 4. FINISHED GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY TROhi BUILDING&NOT ONTO NEIGI-1BORIN Top Plates at mtanecdor,s(Fammiffed) ' - •., --4.16d" • •'S-1s:, "Jolnss-itchildi Studta3eud(Peq-n■Ilea) '. 1.16d I-16:' I4•a,G g 22 2 2 2 2' 2 2 3 2 110d 16•e,c.alone adgea 16 .10 2 2 2 2 2 2 2 2 2 Q rxar,BYTES.. Nud■r,etiesder(Frea palled) lid• - .. _ ` 3 5. JOISTS,STUDS,BLOCKING&BRACINO SHALL BE HEM-Flit#2 OR I3ET1'ER,FV-70 PA FBm$50 PS Emi lea Ona loporoattofilkatotoStud(EAdiugad) (senTsbla3.5p) l+te'rebG,35A; per stud 'ruble A-3.6 ' Ridge Tension Strap Connection RlsquIrements for . t, PSI-. LSAWN BEAhIS, Exp o�ure- - I HEADERS,POSTS&GIRDERS,4"NOMINAL,SHALL BE DOUGLAS r•IR-I,ARCH#2,FV-85 PSI,FBa825 PSI,E�1,400,a00 PSI. r AIiAI,L AA[ '�'' 2-a. 11 per to_ i;Wlnd l DESIGN CkiTERtA:FB�280U rSI,FV':290 PSI„Ed2,000,000. 1%41CROLLAA'IS&PilI2ALLAMS SFIALJ,BE'TRUS-JUTS avttarq Ptete toFloar jobt,aedd)oltt,Fnd)abt I.16d . arDloddng!Face-nilledt:'.. .' .. ... .. . 3{rlr)Y 'iY 1:8R a 'ta 14e'.,. I,`.!= 9a'k&dealrt :�L Tin,Lf*r'�'1t1•�f ';, PA01 14k! s•I'r'V*Ira0 (Preserlptiva Altermative tD Cable 8.6) Jolstto5i11,TopPLtaeraltdarlTaanaOed} 4-ad 4301.•. ', perlalu, Dead LoadAsstJmpt�ons:Roof/CellingAssemhlypL•!lips( TIvIACM1 LW OR EQUAL ALL'f0 BG INSTALLED IN ACCORDANCE WTTFi AiANUPACTURERS SPECEI7CATIONS&DETAILS. 6. Al,L ROUGH FRAAiING MEMBERS SIiALL BE FRAMED,ANC1iOR1ED&BRACED SO AS TO DEVELOP THE STRENGTH, FOtDIT1'& addglna taJalst(ion n■OadJ 'I-gd:, i-i jI eacl,end; . IN fE(3RfI Y FUR T10E PURPOSE IN WHICFI TF1EY ARE USED..NAILING CONNECTIONS S[iALL BE IN ACCORDANCE WI I I BleeWngloJala!(Toe;naDa�', ' . '•:1•ed. 2••la a a■eh and 700•Yr,Wind Spoad ' • tab . sis f 1..t 13o iAo iso' ssa i�4 Teti i9g•.., SCHEDULE,TABLE 3.1 OF TILE WFCA'i 2018 EDITION. NA L NO 61eeWngtoSgler7apPlate(roe-i,illad) •;.!•lad 4••161 " a chbiod " • 9-saeondsuit(mph) •. - r.' LadaerStrlpto6■am(Facrriened) 3dsd• 4••161 eachJolsl Roots an ' lobtantadgertoseemfir.•rialied} 3 gd 3•-SOt parJotit' Roof1`116' P NumbarofRdCommonNahoorladBairHillsineachondit1-;J4"Strap''. . , 7. ALL STRUCTURAL STEEL CONNECTIONS SHALL BE'SJ1uiPSON'xIND/Olt EQUAL Bona JoisttgialstlEnd.tulled),. ., '3.lad 4-161 . .parJetsi• . •BandtolsttaSlOortopPlitn(Toa•ne0ad) I-lad' 3••181 parreat 12 1 1 ,1' 2 2 2"- _ q , ,. . �lll' n t. li]t•1v: to yirApoR;O fftlF{Ovr"'�., K..Iloi 1',"�.i1t ,�mg,.;'_V if; ' t '16 '1 1 2 I 2 9 3 ^4 '4 5 l xlI7I A T _ hlia ,+ ^u , r.q � !- -(+' r lr $. 1VUOD W CONTACT W1T11 C013CRETE TO BE ACQ TREATED LtJli'FBER INSTALL TERMITE SHIEi,D WITH A POLY B ER J3UT-DTI' .Woed5wcwl:rP�nelt ed ads tea ehis3101-.' m �' n 1 GA1,Vr1NIZE1)OR STAINLESS STEEL FASTENERS ONLY. • 'y Walc?;G tin-13t .rPT%L; ,f'. tP Q' JF1►. I ? a:... : r ;sw r t', aril a t �h : l R I V"';" .. F uN st n Nd "4 ry �7 w:tit Ii1 7 r;-' i, '1•' '' F ' �II�` ��a n • ayptupi Waabosul•• • ,.. ;" . . . Sd centers Sd coal evt.: 7`adgg/10"field • �1 R ri Br�•'•:1W�"iIl Yi .P.R.4I =1 W . gJtF11THING3S"{'t11j1:..4.!1'ftJi i. ? ;is°QM l 36 z 3. 3 4 'S . .6 6 7 8 . . . . 9. !NS'1'ALL FiRE-BLUCKINb AT ALL AREAS REQUIRED AS PER SECTION R302.I1 1V1TH FIREBLOCKING IvIATERI AU AS PECIFIED IN SEC. WaodStructuralPanels -sd' •30d lievTobte3.11} 12', 1 1 1 1 2 2. 2 ,2 3 3 . GiidurstFlborbosrdPaneit• - Et302.11.1. . ,� I0, I'RUVIDE CR4WLSPt10E VENTILATION AS PER CODE R•108.1&1,414.CRAWLSPACE ACCESS OF 28"X24"AS rr.lt CODI 0 r 16 i 1 i 2 2 2 3 3 3 4 tvtlN.18"CLEr1RANCE UNDER\VOAD JUIS1`S&12"UNDER lV R4 8.d. TROT IDE 112' 1Ep.asty,roo6nsna0 3'edge/s"gaW, J .lib a Tj.� !�' 2: ' (0.12a•a1=1/2'lonax7/la''haedJ ' e -�:l�Yr, �' } t i; R ,5 ; ,�.') - , , 9t12' �t('' ' �: r 1 '1'3 L� '%r',Y +41 ii f`il i~ . . . /3;- •11 s. •tv, a ■ ,3"ad a 6-Hold ,a '�� k 1'r' i r F."..- 3t i z ! 1-l,Y,.,., , I - 25 g P raopn n B R / L:x •vt °i� ` •«il I ri' jtt. 3 61� tr&¢ 5� U O 1RDER3. 11. PROVIDE ATTIC VENTILATION AS PER CODE R806.1.&MIN,t1TTIC r1CCESS OF 22'7C30"AS PER CODE R807.1. CUN57 UCT A LARGER OPENING IF ANY APPLIANCCS ARE TO BE INSTALLED IN ATTIC TO ALLOW_F0R REMOVAL AS PER M1305.1.2. WEATH STRIP AND- (a120•dal4;lokc; -'hand) 32 2 2. t 3, 4 S •: 5 6 s 7 INSULAI'1aACCESSDOORS/IiA`ICHESASPERR402.2.4.//t/,117'ALC 'I�A1�II_. (fA '/�rL'GF r/t�/lp�.JC. rtypiunsWet[borrd 5deoalert Sdscodits 7•adge%10•aeld 36 I 2 3 3 4 5• 5 6 7' 8 . " [ , 'a'IplL'dd$ri.'tt,rltl;'ly A7il..t oR'$![EA1T1iNrIiuLNt ii�.- ;(1'rY„":f:Slt 5 r' I. m t1 1_r-?, , 1. .12 1 1' 1 1 . 1 2 2 2 2 . 3• " ' .. ar12• 1a I 1 1 '1 22r 2 2 .2 3 73 ` .Wood5tnienrnl Panels - - P+ V •i:l' 3'L,'-s .(1J '1.'a;r` ''�fF kk '� :. .- '��' �r1.Y4 ' i"or ha, 'rd' '�Od •6'edge/12"Odd -a.12 .. a rr ' S ,Y JI"'6 k 0d :lad _ 6'ed a 11"aoid r t "s' r 12. iNSTr�LL SICYLiGIITS jra_■tar flan 1• } _ ldr�iefJ�: s! J l^ 3. j !. a- . AS TER R3 _A_!I._..---•-... _•r t 7 i' , f• i ti g � r '� ",� i� tit i � 08.b. �i1 :- es°ncant�r■[lhe panel°dlge.,�ltinuUve nsgingsrhnduletsha0 7r12•t2d2 ', � ' 11 2 51 1 I. Jrf l 7E�L 3� ! ' k. N■langraqulremant:ere hued on toi g thealhloa n.tlad 6 inch 13. VENT'Ai,.L FANS DIRE tnmedwhdrawdlsheathhigmlttnghadurad,Fniaxampta,Dt+aGahaithtngtcn■lt°dalmchsnan•antarasthepaa°1;Egafo . •.32 . 2 2 2 .' 2 • 3 3 ' - A A 5 6 CTtY TOTIiEE7CTER10I2 abtatnNahanhearnpadUss,riitOngnqulnmantstorrtevdur+Imatnbanaha0bedoubteid,aeoltartnatem,mectortah Ip 36 2 .I 2 3 3 4 4 .5 6 7 14,Ir[REPI..ACE SHALL IiAVG TIOFIT 11T1'ING QLASS IIOURS&OU1'S1DE COhiBUSTION A!R i1S PERECCC OF N.X.S.. A DIhiENSEONS FOR urad to mdnUln the load path ' ... ... r_..__.__._, FIREPLACE,FUUNDA TION&CIIIhdNEY ARE APPROXIlvIA fE&SIL%LL BE COORDINATED WITH THE CONTRACTOR. INS FALL ZERO- ' When vn0sheathlnsbmnttnuam°viiconnecirdrnembeti,,hitobuiniodnumbarainitsisshtgbopermlttadtobeseduced'to . -Table 3.9A 'itafter/Cell}ng 4olst Heel Joint Connectlon tRequiremerits • . CLEARANC1w FiREPLACM- MEETING ALL MANUFACTURERS SPEcIr CATIONS, FACTQRS;BLT11.T fIREPLACFS SFIALL TE TED 1N ti ,. `. 1-iadna0perroot .,•, .- . . t , . .. . ACCORDANCr W1171 UL127&SECTIONS R1004,R1005 b.It100G.. - -- EXp d (Prescriptive Altarrieilve to Teb1e 9.9) _ Table 9.28 Bottom Plate to pefindatioii Connections{Anchor Qfiiffe" - - - ' - _. _ 4 ]5. WINI]OtVS TO BE 1`1ANUFACTL1itLU B�"ANDEIiSEN'-400 SERiES;TYPE&SIZE i1S N07'ED UN FLOOR rF.ANS. .Halts)Roslsting Lateral and Shear l,oeds irotn Wlt4d n�,� Roar Uva Load Groundsnowlvad . , „ 2a pit 30 psi• 60 psr 70 ptf 16. INS 1'AL1,13RLDGING BE'1 tVEEN JC1iSTS,AfAX 7'-0"O.C.. (Presarlpttve Altemative tD Table 3 2j, _ -. • . . .. . Root Span tfi , . ' . •1z 24 ' 36 12 z4 36 12 2q: 36 i.. 2q se 17. W ALL SURROUNDING ALL TU13S&SIIOWERS SHALL BE COVERED�W!'fFI'h"WATER RESISTANT ' Far Exgosurea 8&Goad ill Wlnd Speeds abftfr " GI rSUA'I WALL B AItD. ,' MaxtmumAnchar 6att' aatterslopa' Requlrod Nu. . .idd Common cr AOdanx Halls pirNeaf Joint Canneetlon';t.t,aa • . •, . s e n ... 18, ALL.,GLAZING SUBJECT TO HUMAN IMPACT SHALL BE SAFETYGLAZING. TIIIS INCLUDES BUT IS NOT LIMI'ITiD T GLr1ZWG IN Anchg1 BaitDlameter(In.) , Spadn:l pn,)'"" DUURS,GLAZING tVE17itN 24"UF.DUORS&GLAZlNQ V►ITH[N 1$"OF FfNFSFlED FLOORS. SEE SECTION R308, 1/I"•• .31 . , . 12 3 5' 8 3 6 9 9 13 6 12 17 .. ^ a0 id 4 ' 3 l0 4 a 12 6 12 17 •,6 15 23 -.. -- _ _ S 8 g,12 --- ' - 19. INSTALL SINGLE STATION SMOKE DETECTING ALARM SYSTEM&CARBON MONOXIDE DETECTORS IN ACCOItDAN E WTTI'I ALL d 12; 3' 4 6 3 5 7 _4 7 io S , 9 13 STATE&LUCAL CODES. SEE SECTION R314&R315. SbFOECE DETECTORS SFNAL L 8E INSTALLED OUTSIDE EACH SLEEP , I , prescrtpove Dintts ira based on assumptions tnTabla 3.2. . in 3 5 a 3 6 9 5 9 13 6 12 When anchor bolt$ire used to insist upurt,lateral,ina shear loads,the mailmtim ancchm boll:spacing shall nbt exceed 4 4112, _ - •• - - 17 fhalnsseral the 1sbulRad vaislei for uplltt loads(Table 3,2C)arlatiril and shear toadds(Tltbhu 3.2a). Far other andtor 12~ 3 -3' S 3 4 6 3_ 6 a - 4 7 1I EACH BEDROOfvI&AT EACH FLOOR LEVEL INCLUDWO BASEMENT, HARDWIRE EN71RE SYSTEM WITH BATTERY BAC UP1�Siv OKE ALARMS AND iiEAT DETECTION SHALL COMPLY WITH NFPA 72. CARBON,MONOXIDE ALARMS SHALL MEET SEC.915 F THE 2020 FI}tE bolt i mit3tlons see Stepan 3.2.1.7 and 3.2.L3.� f0 3 4 _s 3 S j _4_ 7 11 5 9 iq - -t^ st12 _ iT.. - 5111 or 13ottam F'(ato to Foundation Connections. �X �$U�•ei it 3^ _3 q 3 4 3 4 6 3 5 8 r " CODE OF NYS. 20. RAlLWG 11E1GF17'(AS PER R312)AT BALCONIES,DECKS,PORCHES ANb/OR LANDWOS TO BEA NIINFJv MI OF 36'. 0 ENING Table 3.2C p . -iG . '' 3 3 5. 3 a 5 3 5 s 4. 7 la. LIMITATIONS{it3t21.3}SFL4LL NOT HAVE OPENINGS TliAT ALLOW(PASSAGE OF A "DIAMETER SPHERE J(Ancher Bolts)Ret;istin) Uplift Loads from Wind _. . ..;.. .- - 4 -- - ---- (PrHscrlptive Atternetiva to Table 3 2) !, 22 a 3 3 3 3 3 y '3 3- 5 3 q 6 . 1 .i6 3 3 4 3 3' 4 3. a 6 3 .5 'g �,3yl9•t' . i 7Od•yi.WtndSpaadS-semndgust(mph) 'Till' 31S •120 1130 1+Ig 15D�160 170 1a0 •193'fi t• �i - - - . 22• 3 3 3 3 , :�},3 ..3. 3 3 4 3 3 5 21: DOUBLG ALL JOISTS BELOW PARALLEL PARTITIONS. '•� 1 22. INSTALL A 314 HOUR FIRE RESISTANCE RATING-SEpARA-nor, BE'.TWEEN'RESIDENCE&GARAGE(GARAGE SIDE)AS ER 5ECT10N .A 16 3 3 3 ' . 3 , t`a 3 3 3 5 3 a 6 . R302.6. INSTALL 518"TYPE X GYPSUM WALLBOARD TO CEILINGS&'WALLS. DOOR BETWEEN GARAGE&RESIDENCE SI BE SELF Slaoraottnm?Into to foundationAnih;i Plata Fou6dallonSupporting mivlmnumlmdorsuitsped ip".1''' 12:12 « - ' atilt Connection pasistlng Slid •• • '11 zanea : Table 3.iO Roof SheatFllrig AttachmentRisi uirements for Wind • :EXPOsure'l . CLOSING,TIUHT F17TtNG&WITH A FIRE PROTECTION RATING OF s.4 HOUR RATING, t 9n 77 24- 22_ 20 1 . . . 1.3 almtes 72 1 57 43 !.t `,- Load3 . . , . 23. STAIR SHALL BE MIN.36"WIDE WITH tvlA}G ii"RISER&MIN,9"TM EAD. HANDRAIL TO BE 34"-38"ABOVE NOSING. E CLOSED fit ialorlonet - USABLE SPACES UNDER STAIR TO BE ONE-HOUR CONSTRUCTION par,TYPE X GYP.BD.OVER FRAMING), MIN.Hmi)RO M AT ALL l•3 ttorlar 72 7t 66 Sa A t 3s 31 7a ' I6 23'= 110 its (110) t3o Sq0 150 16b 170 I., is:4 STAIR AREAS SHALL BE 6%8" SECTION R311.7.. IvIAMNIUM RISER 8 ri4". UPON loads ,", �e'.:nd lanes , j 70o•yr.Wind Speed 3-iacand gust!mph) " i-1 otm.e 7I 72 . Sl I��2 36 32• -19 ' 26T I3 _ STRUC1vnALsfIEATt1INa C 24. PATCH&RGPAlR ALL.E'KISTWO WURK TO REHtA1N&AS REQUERIED BY NEW CONSTR O ' Lae Int:ulor2ones ' t 3,tatln, 2 72 72 60 1 ii 42 3? 34 • 31_ 27 ` E F ,E F E F E P E F E F E F E F E f E .F �_ _ _ , �. UCTI N IvIATCIiING ALL b RIALS& «-- �,Y" netter/Tiuss . ' . . ' •etsleA•3.4 '. U IlftStrap CanriectienRe4tilretitr)inta(Roof-to-WU. , EXp�su d t Framing Rafter/Trttss MaxlmumNallspodngforadCommon,NallsorandBoxNullsfinches,o.c,[? � CONDITIONS. 1 . j 7 p ., - stranthingtoeauon , . 2 SLEEPING ItOOIv[S 1&OTHER HABITABLE SPACES SHALL BE PROVIIDED WITH EGRESS WINDOWS&DOORS AS PER SE TION R3I0. s n•,5., spadae spacing llss.} 26. WHIwRE CBILTG JOISTS ARE PERPENDICLII.AR TO RAFTERS PROVIDE METAL STRAP TIES Q 48"O.C,ACROSS 3 JOIST PACES&S Wall-to-Wall,and Wall-twF4undtttl . ) cr.vlty,c (Prescriptive Alternative to Table 3A. ;• /;„ ' • 12 6 12 6 12 5 '12 6 12 6 12 6 12 6 12 6 12 6 12 6 1 dead Load AssumptlDns:Robf/CBlll'Rg Assembly DL a L5 psf 0 4s 16, . 6 12 6 11 6 12 6 12,6 12 6 12 6 12 6 12 6 ii 6•if . . 700•yr.Wind Speed , _ i2 6 12 6 12 "6 1I 6 32 6 12 6 12 `6 12 6''12 ,6 12 6'11' BLOCKING. OLID III Band uat mph) :110 its '114, 330 140 • 154 idea 130 I80 Iii #1," „I " 1G 6 12 0 '12 a 42 6 lI 6 12 0 12 6 •12 6 0 6 12, 6 2 z7 ALL DECK LUfvIBER SHALL BE ACQ TREATED LUMBER&SECURWG NAILS,SCREWS,BOLTS&OTHER HAEtD1Vr1RE T HOT-DIPPED v 1 interiorlene O.4i RaotSpan .' � Numberof ed Common Nine or'lad Ilox Nall, :F; ' 12' . 6 12 a 12 6 12 6 12 6 11 6 '12 6 't2 6 fr' 6 6 6, .6 . . Ft■ming5padngpn.J ti tnEailtEndaf2-1J4"x2pgagseatriip'"''+'r ' ,•If s .12 a 1 6 12 6 12 6 '2, 6. fi fi fi 6• 6 6 6 6 6 '' ' QALVANIZEDQRSTAINLESSSTEEL . r 12 6. 12 6 12 6 12 6 '12 6 6 6 6 6- 6 6 6 6• s 6 "kr 2& WSTALL ALL NECESSARY FLASHING AS REQUIRED FOR WEATHEIRPROTECTION&AS SPECIFIED IN ALL PERTAININ SECTIONS OF •.,i2.. 1 2 2 - 2 .3,.. 3 4 26 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6' 6 4 . 4 4 THE CODE • 1 2 2 2 3 - 3, A 4 perlmetarEdga%ona ' 0.42 .192 6 1I 6 6 .6 ,•6 6 6 6 a 6 0 4 4' 4 4 4 4 g U - a 6 !. i' t 6 6 6 s 6 6 fi 6 4 29. INSTALL SI$ TYPE X GY 1 BUARD B 16 1 ' r' 2. 0 I ' I l } Dabl°Endwdll Rake or OA9 - __.. _ A. Y !i; x ti$�' l ii r.M A aaAeTntis wlthuptol' -"- ate/'•./! r . • /- Imo' . I/___ ..��Y �►Y .. PSUty TO CEILWG A'f OILER ARIEA ,, ..r _..0 30. INSTALL WATERPROOFING TO FOUNDATION SYSTEM AS PER SEC"TIONR406. ty t . . 6 J . : :6 6 6 6 6 4 A •t a S 32 1 2' 2 2. : 3 4 . i Rape OvathdnE . 0.41 "��� ,,a�.���,�.t,r • r.._........�...a 4 5 +Sw�,� /� 3s 2 I 2 3 3 4 5 6 ' - ' ~ .-"-' ,.±+ .�w[� 31.PR&VENT DAMA O ONSTItUCTION WHETHER EXISTING&!OR PIROPOSED,SFLAI I,BE BRACED&.SECURED BY CO CT to Ta Plato Lateral acrid r S1ur0 r 'table 3.11• Wttl1 Sheathing and Cladding Attachment EXpOSure . . a Table 3.4A. Rafter and/or Ceiling Joist, p �1�po Requirements far Wlnd Loads R COLLAPSE TO SAID STRUCTURE OR TO . i CONTRACTOR SHALL CIIECK&VERIFY ALL DIM,NSIONS&CONDITIONS AT TILE JOB S17 L+. THE OWNER&I . .' - Shear Connection Requirements . OR BU LDER ARE ��" RESPONSIBLE FOR VERIFYING ALL SITE&SOIL CONDITIONS AI20"VC&BELOW PRIOR TO ALL CONSTRUCTION, (Preserlptiva Alternative 1a Teb1a 3.4)• Y .700•yr.yJindSpaedaaacvndguat(mph} t110 ! 115, •libJ 130 t44 150' 16D 170 1Bo 1a5•� SrRUCTURALSNEATl1lNG ARCHITECT RECOMMENDS THAT BUILDING,STRUCTURE DECKS,;PORCHES,ADDITIONS&POOLLOCATIONS BE RIF r . _ 70D•yr.windspe�d e O - 110;, li5 i 120i 130 .1q0 15� ' '�,t60' 170 3BD. 195 . - ._ ..- . - _ _. ._ __ -• „ E F E P ! 'i~ ,E F E F E F` E f 'E F E F E fi 3•recend list m h _. _ , ._. _._.- _--_- - Q C RUCTION ......_„- _. Wall Number of 8d Common Nella or iota Ban ,kills(Tosnd led) Stud Spadng tvtaxlrnum N■0 Spadnt'itired corermon NaOs or]Od Bax Nails(Inthet,a.e.}''', $EC LION R30i . _. _ - ' LLD BY A --• -- •-i,ICL►NSED•SURVEYOR FOR PItOrER SETBtiCIt RE UIRL_lGXEfVTS B1VLvORETROCEEDING W11'EI' (3AS7` A SECTION R303 •C�E AL 3 4 11 RCHITECr R)7COMA'IENDS TFLAT ALL HVAC&PLUtt'1BING RUNS BE V RIFT D BX SUPPLI);R&INSTALLF�R BEF - aeftor/CalingJolst )talehl tr.t•o 1 • 5lsddthlnrlm-11on, finches,o.m ' ' Spacing(In.} RequlradfnEachR'ofterandJarCellingloisstty'[opPJetaConnacttvn. �t ' 12, 6 12 6 12 6 12 s 11 6 12 6 12 6 12 6 1z 6 1I 6 12 DESICaN CRITERIA LIGHT,VENTILATION ANp liBA7(NG StUIOKE ALARMS ORE BEGINNING, ft, 3 g 3 3 3 '3 e , CONSTRUCTION TO INSURE THAT THE STRUCTURAL INTEGRITY OF ALL FRAMMO 11IE1h113ERS ARE NOT CO&IPRO SED. 8 2 '2 2 2 IMerlor2one 16 fi 12 6 u 6 12 q 12 6 12 6 i2 6- .41 t t? ¢ i2 6 lzj R3a1.1 plication. Buildings and structures, Ond parts 2, At interconnections .between concealed'vertical andd R303.1 Fiobitabla rooms'Habitable rooms shall Nava en 'R311.7 Statrtvnys. li31d.1 General.Smoke alarms'shall comply with NFPA 72 12,' . ;,2• 3' g 3 3 . - • 3' • 3 6 iz 6 iz 6 1z .6 iz 6 12 6 iz 6 u 6 12 s 1i s" 12: thereof, s 1l be constructed to safety support all loads, hoitzontnl spaces,such as occur at soffits,drop cellings sggragnte glazing area of not less than 8 percent of the floor , R311.7.1�11ldtli. Stairwa s shrill be not legs than 36 and Section Id 14. VITRIFY ALL DIt4lENStONS- , 10 2 x 2 ' 3 �.3 3 3 . 3 22 '3 3 16 6 I2 6 i2 0 it 6 11 c 12 6 lI 6 Iz 6 iz 6 12 6 sy including dd d loads,live loads,roof loads,flood loads,snow and cove ceilin s. area of stieli rooms.Natural veri(ilnlinn shalt ba through win- Y AT•L tiVRLTTEN DIltI1;NS10NS TAIt);PRECEDENCE LIVER SCALED DRd,�V1NG5.. a 2 1 2 parlmDlerEdgatflna ' g inches(91d mru)in clear tvtdth stall poilits above ale per- R314.1A l:lslings.Smoke altCrms shell be Itsted in accor- 1s ' • ' 3 a. . 3 . 3 . 3 "' 4 . loads, Wind I ads and seismic loads as prescribed by this etwee stair stria eta at the tn}p lows,skylights,doors,louvers or other approvedopaniitgs to mated handrail height and below the re uired hen room dance MO.UL 217.Combination smoke and carbon Mon. NO PART OF THESE ARCHITCCTU • in . 2 :,2 2 .3 _ a true'on of u tructures Nn actor- 3. Fn concealed i paces b n g the outdoor air.Such o coin s shall be rovided with read q r d I2A1.DRriWINC$SHALL BE REPRODUCED OR ALTERED WITHOUT WRITTEN PERIv ISSION _ II 1T code.The c u b Ildtngs ands ed s secs under aloirsl p g p Y hei ht. Handrails shall not 'ro'ec! Moreltlan 4/ #aches oxide dle-r-ni shall be listed in accordance with UL 211 RAY DONLR AJiCHTTECT. BY --• - " �( 1 r all Aessetnbl 'Allovyabie Unit shear Cis j2ateltiel3,Maximum shear Wali and bottom of the run. Enclos p . g, P J Table 3.17D Shea W Y dance with the rovisions of this code shall result Wn a s stem access or shall otherwise be readily conlrolla6le by the build- ' 2 and UL 203d THESE DRAWINGS&DOCUMENTS WITH THE UNDERLXING OWNERS NAME&ADDRESS CT AS A a 1' ' enth a Ad ustments y shall'tom 1 with Section A302.7. (I Jd mm) on either Brae of the stairwfly and the clear. LEGAL do BINDING CONTRACT DETWEEN THE OWNER&ARCHITECT. UNA .Shear Wails-Resisting uplift and She . 'Eft Q$ur�.D .So ment Aspect Ratios,•and Sh ing Typ ) rovides a om Tole load nth that meets the re uiro- P Y in aecu colts.Theo enable area to the outdoors shalt be net UTHORIZF.D ALTERATIONS OR ADDTrIO S TO THESE Table 3.. I p i g that p p p q - 8 P P width of the shoirway at and below die landrail height, , 11314.2 Where re Mired.Smake slarins shall be•provided En DRAWINGS&DOCUMENTS IS A VIOLATION Ol<TUE NYS EDUCATION ' ' Prescrl tive Alternative to Table 3.4) moots far the tra s loads from their oint of on in 4. At o coin ti around 'vents, i es, ducts, cpbles an t q LAW. COPIES OF THESE DOCUAiLlYT'S,NOT l3E NG THE p g P g P P less than d percent of Ole floor area being ventilated. Including treads and landings,!hall be not less than 31/ nccOrdance with This acctian. . YtRCHITL+'CTS ORIGINAL SEAL AND SIGNATURE SHALL NOT BE USED IN ANY S1'AX. . ( P r', . - ,. . • through the load-resisdn nts to the foundation.Build- .wires at ceiling and floor level,with on appraped mhta• - 2 5D unitsliaar exlmumshsar a ass! c of flame arld redacts of( R303-3 Batbrooms.Bithiooms,water closet comparlmenia inches(787 taco)where a handrail is Installed on one side R314.2,1 N:1v cotlstruclion.Smoke alarms p1hHiI be pro:. , 13f0 Ii4C iK0 160 170 1$D 195`, A M Sheathtn T e •. ings and structures constructed as prescribed by this code are rill to reslsi the ire p g P _ • list 'h iC• 215 '12C s vP n u fir s ncm aait bther similar rooms shell beprovlded with aggiegnte gtaz and.27 inches{b48 mm)where handrails art provided an ALL BUILDINGS WITHIN ONE MILD FROM THE OCEAN,BAY OR SOUND ARE IN THE WiN - 700 r,Wtnd 5 ded 3 second m 1>v a■ Capadty of WRIT Watt Segment combus(ion, Tile material filling ails a n t p s ptdeti in dyvre,Jing inrits, D BORNE DE13R1S ILEGION QUIRINC j •�T. ' s,ra;::r rh°. +:r,7rt+:'se,--. - Adjustment factor. deemed to comply with file requirements of tills secdoD. iri indows of not less than 3 s uara fee) (0:3 m both sides. TI1E CLA2ED OPENINGS ON THE STRUGTURR TO BE PROT>r E 70 &Bottom of, a 1 Il, ++'."" :•`"•;'"' Nails end s ocle AsiombIV{pin :Aspect Rstto shall not be re lilted lei meat ltte ASTM 6 136 require-• g aria,in w 9 ,. ). CT D 1YITH 1;LASS i>lEET1NG THE LARGE 14IISSILE TEST p Exterior W�Itshe )t S..r,., r P 8 9 � R314.2.2 A:iinrn[ions, repnlrs and addlilans. Where CERTIFICATION OR STRUCTURAL SHUTTER8IVTTHATTACHL+7)IIA1iD L Wood Structural Panel Shear Wall . u d arils 1t301.1.1 Alternative provlstons.As an alternative to the one-half of which niust be openable. Exeeptlotti The width of spiral stairways shall be In WARE AS PER CODE,OR CONSTRUCT tIlI PL MOOD PanelNallln Req it m d Seismic Wind 5 meets. !' uirin n relit O cur PANELS u Tomcats e s '' ' Interior Wall Sheathing Wind Sebmlc Win . eismte virements in Section R30 e f Ilowin standards accordance with Section R311.7,10.1. aiterarialrs,repairs of arldt►laat req g Pe , TO PAQTI;CT WINDOWS e1CAINsT WIND FORCES AS PER CODE R301.2.1.2. SECURE PANEL$TO RE9IDEN Req•I Re uirements req 1.1, tit o g __ __ . q Maxlimunt'1'toofBpan(it)s 5. For the ftieblocldn of chimne s and firepIacds,see~; Excaptloit:The.glozed areas aho11'not be required where or where oni or mom sleeping rooms are added or created CE WITH T'A ENERS AS " ' e ' sd cooler nalltr t are permitted subject to the limitations of this code and tie g Y . artificial.li ht and i local exhaust system are,provided. R311.7.2 Headroom.Tfic headroom In stah wa s shall be Pill SCITEDUL C TABLE►7230i 2I..,.OWNTIt T011IAINTAIN PANELS ON-SITE • Nell �� 1/2 Gyp,umWeltboardlUnbtock d), 100 loll 1.5:2 1.5s1 436 7.77 SectonRlO0 .19. g Y In exlsttng eiw e[!ings,[ht lndlvlduat dhvelltrrg Nn1t'shot!be Sheathing Shear Walt Rowsgf acing's"opcenie'r 7"edgespadng limitations therein. Where engineered design Es used in The ruttlinium facial exhaust rates sholl'be ddtertnined in • not less lien 6 tee[8 inethes(2032 inm}measured verti= tti ed wi:lt smoke alarms locbted es re Itlred for nett' . Spacing maximum stud. . _ con'unction with[hest standards Ehe desi n shall cool I 6,•Flreblockin ur comices of a two-family dwelling Iss � pp q• Thickness Nelting Nails , a- it . r' ;: .11'a. blv:toofln''. 1 g P Y g in u a D rlr. thlgg blo d4i.• a,e a •ei rrnilee oration. pccordanci with Secliori Iv1f507..Hxhaus! aif'from ttte tally from lire sloped line adjoining the free nosing or dipellings: THESE DRAWINGS ARE zN . - _ a)1 strJd)�ra F t'6 J 6.,- R- ,, (- ir; t with the Building Code ojNeltr Yark State, required lit thn line of dH !lag P. '• 's Dco BltalJ 6e exls0sted dit'eatly to the outdoors, from the floor surface of the landing or platform on(lint - s or 4 4• - mu�lhib itu rp;-44 ;<e;on eanfer :!, Walla-a}edge speiing s vlded[nn P o he steirwa R31d.3 Locallan.Sttioke alarms shalt ba t»'stalled in[tin Cal- 8d Common 1 . 24 1 t. `j§ 9 a . :r R302_ll.l Fireblocking innferlals.Except it pro portion f l y. COMPLIANC 1' �li - E---«'-6^DJAMETER 2" I eod .3 36' 32 -„ , ,: a ••, e6"' naili t,. 1. AWC Woad Frame Constructio►t Manual(WFCM). . •R303.4 MechBrifcal venfliatlon.Where.Ore air intihrnlion hiwtng laeatlona: 15/3 p Yw Nalts 4" eliat r. :3 a"''7 i6", riti 5,;1 Wag fr"il�ctbiat eo'ra►s; '•>la mriW�,m Section R302.11 hem 4 tireblocking shalt consist of Thee i t c on cs a hour r less w n 1t3I1.7.S State trnatls and risers.Siair treads and risers ? 6• 36 32 24 iZ I...1 �,,/. � .,, " ,, r:r, a�d loin t rota of a dwelllrtg uni►is 5 a r h g p c t7 h re • with spades of ,• 1b 12 orked meidlntl tud aJ3,radn1v on canter_, ,, ,se's >;: _ edges el n antl , 32, '28 20 (a1 ., ), m. _ 2. A1SI Stcurdard jet Cold-FoJTlred Steel Framing- following materials. 1. In each steeping room.. 2 20 NYS BUII.DING CODE. r g e ..A 36 •36, • 36 36 3 ti _ 2 w _________, ,. . lestcd ttith s blower door at i pressure of O.2 inch w.c(50 Pa)' afla!!,meet thy requiremehts of this setitida. For the pur-, pllei having d ee 36 Hfi •32 2 '•t Prescriptive Method for 0iie- and Tivo-Fanifly umber.. ii ac 'ran 'e with Section N1102.4.1.2. [fie,dwellia trait oses of•thii section, dimensions and dimensioned our- 2. Oulsic4t each separate sleeping area-in the Immediate' • �(}20�,S' REND "en4a.we.,"rre 12 fie! sp ing 3 , 86, 36• 36 36 31; 36 i. Two-inch(51 ram)nominal I N. co nc 8 P ENTIAL CODE „�c�;,;`° .. ' Gz0 49: ��� , , , - • Dwellings(AISI S230). shill be molded with ibhole•hduse meehanicnl ventfintion In races sljall be exdlusfve ofearped.rugs or runner!,• vicinit}'elf tha badroonis. i ,� . . ;�_ r, 2. Two thfckriescei of}-lnc}t(25.4 mm)nominal lam P • '2020 NYS EXISTING BU.iLDING CODE . •- TABL- An2.z• 3. 1CC Sta►rdard on the Dest n a►id CalrSfl'UCtion Of accordnncewttItSectionM1507.3: R311.7 3 Rlsers•Ilia tiger hei ht shell tie not mote' '3. On coub addillanel siory'of the tlu,411rlg, Including . . ITAB 1.11 t;s0M, g _ ST IBIITED'L1YE LOAD$ INIhlU14 st'aCIF1ED COMPREOCK a.RENUTH OF CONCRETE her With brokenlap jb'snla, % g ; MINIMUM U IFORIMLY,M R .M Lo Sft6fures(ICC 400). --�-_='' _ g _ _ C iON R3i0' Ihnn-?/t inches(196 ram).The riser shall ba measured baserninrs gnd habitable attics and not tnchlding crawl • 2b20 NYS ENERGY CONSERVATION CODE' TArlL6 R301 z.1.2 ; trio aumde or a uara•lool I MBPECIFIEDCOMPnE661VE EN II'f �_. _._ . f p - ( J•,• _ 3. One thickness of�'/3t inch(I8.3 Jz^} wood strut 8E T 9 P OTECTlON FABTENIND "w°'^r°■■F"•r I•. ; vertically between leading edges of tie adjacent treads. spaces and uninhabitable atrics.'in divellings or dwell• -( • .W,I 63DRNE,DEBR1 R LtvELOAb • .,.a U6 aTW1UCitolt We■lhulnpl'alenll■ 01.2.2 Z.I Wel hrs of inntedals.Avern a loud rural apple with elate backed.by, /„-inch {1831 a_ltAt`RGENCY ESCAPE AND liE$CUE OPEt¢INCS lit en lmervenln 2b20 NYS FIRE CODE , .8CN DULE FOR WOOD STRUCTURAL PANELS l vPa.Un LOaAT1oN fir coNcriL*rQ coN it►', g, g p J in ure 1s: with s It , t Ilia kFcalest riser height within any flight bf ataiia shop, g J p t levels and wito g sit a 1' D Ne ggibla Moderate, Bova e' ;loads shall not,exceed•15 undo s unre fool ' . mm wood structural anels. R310.1 Erin rgenc escape and rescue*openin re wired. els a smoke a)arTn i • j *:` ..• .. nc ua. Unlnhnblldfsla pints wlehmut s r ng 1 D :. 1. Po PW q ) Y g g .._ _..__ doe' bet een eni lev :.-_-P _•oat oxcaed the§msl)eat by tnore than /s Ineti(�5 mm)... adjac 2020 NYS PL[JMI3ING CODE - ,.- - ; : ._ -'- ••• ••• Asseill- •••• . Darelr+ellt' to it ble, aftics and eve' sleet a I • r t w the I Pa . 4laet-, a fie e + a.e DO 2 0 720•pn Car the combined roof end ceilin 1 s, 1 b a ry rig r om attall ' euft;ce far the ad neent - _ e p I nrtl e10 n a 2D ° rcla not s x Bed tv t,e t4cdiher 2,SD0 2,5 S De ( ) g d.'One thlckncsa.of -lrch 19.1 tam amcfcboard p �' , installed an the ti er level shall J - ��y - - M._-- PAatEIfERTYP Unlnhabltobl'eoulcswithllinl r g alatTsant[nth rcorre Pv le ( ) P It311.752 TrenBs.The tread de th sfiell'be'noOes PP. ""` - apan S p■nel■pen paml'apan B-----walla,iDUna 1 ties D a D'IODta1 'CCIIO Or Q 011nt)s of 1 [lave nol.Icsa lhari ono o crab a emer enc cite a and rescue P eel Is less Ihnn t i ZOZv 1 V 1 s M C� AT��`�h-E inat Ssr..t sete.l e o r aba 2 00 2.500. 2,5gp�- b { n� h n prof n) l p p w(th elate backed by I-loch 19.1 Mm) artible=.. ,p I g Y P lower Tavel provided tllol the lower 1 v tinb table attics and attics servrtd wlOT 7 I s°ira . 1 dabs and h11erlm..elaba on gradd,except garag fl o gl 5 J ( P than 10 Inches 254 Taco,,The tread de th shell be men- ' ! . : Oasatmu agtiare foot(480 Pa)for floor assemblies,except as oar - . .: opeiiing;.Witere ba#en}eats contain tine fir more sleeping ( ) P e one Cv11 sroe3,below she a er level. 1 • 020 "�: No.t!woad!crew based i 0 e ' wal a and other vertical conirete, e b d . Bared horizonlnity between the vertical planes$f lh _ PP 2 NYS FLJELr GAS CODE' 8diconles(oxterlor)and elect 4 i wblli rwnd°1k+11 wn11;,axe slur 1 2,50P 3,600!• 3.000 further[imhed b 5ectioa R Ol 2 2 Dead loads for ,. , rooms,;On emergency•esctipe, and tescuo o enin hail be - incharwlth2.lncbemhcdwonl 16 10 8 _ I Oeeemce J , Y tI p g 4 . ,nr t . 5. Qae-half-inali 12.7 min sum tibsrd foretriost proJecilon:of adjacent treads'end at a right' +l. Slrtnke alarms shall ba lnstallnd 'not less'Irian 3 IDet • r► tengtlr ha dacapeR f, ,, 40 welrk exposed to the went walls abode grade shall Not exceed: ( )gYP ,. required In each•sleephtg room.Emergency csc6pe and res- n le tD.Ihe trend's lead !d e e ientest trend 91d non hodz ntnit rom the•door dr o ning of a ) 202Q NYS PRQPERTY MAINTENANCE CODE • - v a ex +add In the wenther,acid gaga a R 'r �a...i • 3 'It a a1 a en dlrcctl 'f to a u n g ing g . Th g ( ) , 4 'Y f Pe , ma bases 2 D hoe Lar" rt slnba and ate)+ TJu, 2,5t. 3, ,5(IQ' ,6: do- uarter�incti 6.4 mm cement-bnsl ti millboard, cue ap nings sh 1., p y, n lJ,bile way, or Ilia , lei t ie • ", � " .• Tie,IO woad a w t�liolda°Tit!Ilaedralls „ . t 0 • °rc ; .f't'.; 1. Fifteen pounds per squnre foot(720 Po) for Q q (. ) de th wflhtn fib j fllg}rt of stairs shall pat oxcaed t)le . betltrtnilri that cotltasns a bathtub'or shower un s h sTAaKE nnchorwitlr2-Inchembedutont 16 12 9 ! [ybs '. i 2018 WFCM& COMIV,LENTARY TAe, W."a"lyre . -- - ------•. exterior li fit-frame wood walls, _ t oat or lass Aber fir ° Yard or court lttt}t opens to a public way.. _palicst morl than 1 Inch S mm, wottltl rave t hsLement of ti sniol;a alarm required by i aayaa,laa abanh i ten th 61;ard In•RII componcrils t i I 5 -, g ?_'Bats or blankets of inlne'ral W g .am I7y I, (9 ) P 4 0 • . . g ----� ' + ' . . ' , an' It310.2 Eiber end escape and rescue gpenings.Einerg6cy ^`-�-`rr' -�- + --.. Seclian R314. l 2017 NFPA 70 :NATIONAL ELECTRIC CODE o t' - ' SD' , 'TAdLE R4o1.4.t .. . , burti en dunds fir s u o 670 Pa frrr' other approh ed materiels)nstniled is Such s m nu g. .Y ( . it-Inchlsgscrawbnaedanalenr potsengerYehlclagar gtit 3, _- `- EC) �.hr,tirr.•twrv, 1 i 2- F arc f D(( ) R311.7.8 9ilitriihs.Handrails shell be rovided on not, i ! eafnarcar.eaacaa.sa.rw" w1th2•InchembedntcnticeTgth 16 , !6 i6 ; pREBUMPTlVE LOAD•H ry1Nti �' P P ' R ea to bn secure! retained)n lace escnpe.nnd rescue openings shall have minimum dimensitins p .ksameeelraareaa Rooms atirer Ihnn sleepintg rai,ti,i d0 i VALUea OP FOUNDATION M TERIALe` exterior Iighl-Frame cold-formed steel walls. Y P as apebifled(n t'liis section. less ttran oTteslde o(eneh contlnuau's run o(lreade or.flfgflt t toa°r°rts°°°ar--:' DESIGNATJON FO sTRucTURAL Per 6l:I Inch■2JA mm,l twn.304.a mm,t pbti,id a 4.44a N, 30 . e in roams 3. Ten popltds .aguare foa((480 Pa)for lute- 8. Cellulose Insulation installed as tested En accordance wlth•four arJ4Jore risers. SECTIION R315 saai<an60i brie.Bcilya DESIG ATION O TARETT I mile pit hwrr0.4a7 cot, Slap a - � i Lann•11eAnit+D •• , wJth ASTM E l 19 Dr UL 263,for tha specific appli- R310.2.1 Idinhtium 'opetting area. Emergency' and ':• CARBON MONOXIDE ALARMS Tauss TVPE eoN raucTtoN . ntilsIsbooedl J,180tili,ol,imatddetlgnwinds tids,v anda33;, • . • : 40"' CLASS OfMA7�mAL Pnes9unp,: rlorlight-tramewatid walls; s shall have a net clear o enin of R311.7.$.1 Ilelght }inndrnh height, masstired vcrd- ■ �R . °i faoelt mean roll/hrrabG ' I p '" ' • 8t. 1e: ' tp6 rds pit■quan foot) te_ cal}on. . . -escape rescue tipentng 1 p g tally from the isloped planet adjoining thetread nosing;of [NY] R31.i.1 General. Carbon monoxide alarms shall be ' • ■■ F" a.eara. :r,�"'° t ill 1 1 .i • 4. Fare pounds per iquare foot(240 Pa)for in not less tlhafi 5.7 squore feet (0.530 an). T1te net clear , b,F.nennrt shell ba Ineiiltcd xt appn rig ends or die wood structural p e . s , slalllnel bedrac 1 ,ODO: R302.11.1.1 Betts•or blankets of minetal or glass .• finish surface Df ramp elope,shall be not less tlion 34 provided En accordance wlth Section 9 ES of the Fire Cade of '' •R^ aaoF Mee! Fattener■thall be located ant iut Than(Inch from thi edge or die panel,• i' .:; Cfy k " , . ritiitight framelold=formed glee)walls,• apnpiltg tJlntenatons required by this section .shell be . Ne1v 3'ark;'tale, a.Anchors shall nstrato i imugli the.drtarlar wall coveting with in . Sedimentary and taunted toclt • • 4,0bo , Clber. Bails Or blankets of Iran,tnl or'glass fiber of _ . _. . _..--_ ...... _.. Inches(864 mro)and not more thaq 38 Inches(965 mrl).� 1 obtained b the normal o erbtian of the emer earl ascn c �� FR rlOOR AHa A aFFItAM,NO embedment length of nor tart then z(nd,w lnlD me batwing tram! „ 1 .1. Eighty pounds per sgunm foot(3830 Pa)for 8 giher approved nondgiJ materials shall be pemitted y P g Y P •• •--•------'-•- • . ...-._•..__._--,.-_ .._-_- _ as a t,n ' u,c'ed a fir : I s 3°ndy grbvel'msdivr,gruvet(01v nail t7I'}. 3,,D00' and rescue opening�hom the Inblde:The net clear Might R311.7.8.2 Continuity. Handrnlls Far etnlrwaya shall '1 . Futeners shalt be ltieoinl n 1 ss I n 1 t,Inches front g �:' inch thick(203 nun)masonry walls.` for compliance with Ile 10-foot(3048 mm)horizontal .,_. Postman shag lie l wild ' ) opening shell be not less thnn 24 filches(610 Mm)and rho be dontipuous for the full length of the flight,from e , ed corn ` __• , ) Sant,aufy annd,clayey'sand,slay grovel 6. Llghtp-five pounds pier square root(4070 Pa) (ireblocking In wblis cbnstivcted using parallel re7ws of ne "tear width shall ba not less Ihnn 20 Inches(508 corn), nt direcil about the to riser•of the Ili t to a oint' W'-�-r d,PoneL.oaeei,ed to mwoary or meianiyltbiecD thrall be ttiaeh g 1 - " "' , and eiayey ginvel(SW;SP,'SM,SC,am •''1,000' ,' vlhtntlon retlssant enehars HOAR sit ultimate w111idrasrol capacity fir nrA I ., fob,k;h1CI1-thick(152 mm)concrete wells. , studs or staggered grade.• t dir 1 P gh P tare Then tsao poan,lr.', and 17C). " • directly shove Ile lowest riser of the flight. Handrail ,..•. i n r• 7. Ten Ounds er s ubre foot 480 Pa for 3JP R302.11.12 Urtfeced fiber loss, Unfnced fiber■lass Exception:Gracie floor or below g►'ade openings shell,. !V %V I3 S�V/.•�V"e,,..,/,.:.,• .. - _ , Clny,tgndy,elhy cloy,alaypy dlt,dri a v P P - 9 , ... (_-•_ ,) g have a net clear o enin of net less than 5's ante fact ends Shn11 be returned or shalt terminate in newel postr __ -:•..,__ .., ,� .. ' - TABLE R301.7 I adngy siltetoy(Ct:,w,•tvttt and CFI) •, I'S..-' .•. ,walls. ' OYY t3t1:DEFLEGTION DF STRUCTURAL MEMBSRB � butt insulation used as firebiocking!hall fill the entire 5 7 p g q or safely terminals. Fiandralla adjacent to a wall'sha11 ' ALL A w' nc . . } y: -�• •• . ' , ••• cross section of thn wail ca-,ity to a height of not less ' (OA6 to). have n space of not less than I1J1 1 has (38'mm} G 4�•C�.. } ' --.-"•-�-=''`-'` .....___,__ R302,I1 FIrebladdlig. In combustible conslrirctle". fire- n Ib in ( ) 1.7:esnredvertically.Where R310.2.2 Window sill height.Where a window Is,pro- ) . . •• '• •- •'` . the ches 406 mri7 • between rho wnll'and t e handrails, . . • ! 11TRUCTURALMEMBEll DEFLECTION TABLER301.2 i ' •" -'" ( h}ocklrig sihall be provided to cut off both vertical and hori p}ping,conduit or similar obstructions are encountered, vided as the emergency escape Dnd tescuo opening,it shall "= .(,4?�-'' .>�� Og✓.•,t�rtQ� �4 / 5 ,K T S �r B4fiuk having elapw granter Oran 3:12 whh UI80 CLIMATIC AND GE4GH71pHIC b�StQN CRITERIA : finlshea eelting not altdclted to mnus• ' ._.., ioritel contented draft openings and to Palm an effective hre (lie Insulation•shall be packed tightly around the. ItnJe n sill heigiti of trot more liJun!J4 tncllea(t t}8 mm), 180, ',. GROUND I J{ND DESIGN' seismic SURJECTTO DAMAGE FROM WIN ER iCE BARRlEj4 LORD AIR MEAN • barrier between stories,and between a top holy and the roof obstruction. above file floor; where the sill height is below grade, It nPf�.l ,t'�r/Q�fiy S7Jl�•41'�✓ 13"r' ,�►4etvN Inle arivails an parllt one UJ • RbUN o - DESIGN DESIGN UNDERLAYMFN7 F FREEZING ANNUAL s bee. shall be• rovided with a window well In accordance with �[�ED ti Hams GO LOAD° Sme h T,iu}►oot hlc Sp►oglorl'nd dvbrtabzono" CATEGORY' Waathertng' Fdopthve Tormtla° TEMP" REOtJIRED"- NAZJIRDS+ INDEX' TEMPS P R302I1.13 Loose-rill Jnsulatlon•materlhtl.Laosc-tilt P .0 _ , 1. diinga wit r ttla Rn sliwi(inciuding piaster ( p ) FireblocUng'shall be provided in wood-framed consttuc- Section R310.2.3. insulation matariol shall not be used fig'a flreblock (g� �,ON�QQ y�j. andstucco) 1>3b0 "' 413 ' 4= Savo 34t I's Y�*3 ' �i 1G 4$ Lion in the following locations: . , unless specifically tested in flit form and manner R310.2.3 Window wells.I'lie horizontal area of the win. �(/ � � � ... a t ex ble ins iris(inciui n y sum iTER ' c eb t to remain in dew well shall be riot less,llron 9 squore feet(0.9 fm),with �' Ca Iing wit (i 8 S pQ0 MANUAL J DESIOAi CR to , , i (• In concealed spaces of stud walls and partitions,in lad- intended for use!D•demongrrate its ill y 3.•t.d.Z.2 Peitbrntett Sllenr Wall Adjuetmenta 3.d:tl,;!:3liold-dotvnsl}old-dotvriswltitdnapaa)tyJrt' �p ,� RAY DO,NER,AIR'CHITECT DXtAWING NO: 14�,G p . board! + Winter 5utnnher Altitude Indoor desi n D'esi n Heating tam erasure ing f»tTr_d spaces and parallel rows of studs or sing- -place and!D retard the sprgad of fire and hot gases. s hartzantat�rojegjion and widds of not less than 36(iichcs Wilen •erforated shear walls ore used ilia shear wall- ooeordarm-3 with Table 3.17F divided b' the ARCHITECTURAl.L DESIGN AIIWlierslrucluea mdmbcrs 40., ' Elevati0tl Latitude 8 $ P - lteatltt coolin correeton factor tom eraluro tom eta urb caoain difference Bred plods,as follows: eblockln Enie'rti .The late dt of fire- 9,14 nhm).The are or Ilia window well Shell allow the P ' r Y yPpropriato' i?itledorwWla-w ndJanda'wltltplaeteror GO -_ g g. P P g g R302AL2 Fir g g y g,y ( f', Innglh:regiiiretitenlg In Tables 3,17A and 3:17C 6hall be length dTti,tstment fBbtOr in Tubin 3:17D,era requited at 71r 1NTEKlOLtdESiiGN t• • , 1JJ3 1.1.Vertcally at the exiling sad float levels. blocks shall'be maintained. ; emergeuc. eseope and rescue opening to ba Cully opened, (jl PU1NNlNC3&DEUELLOPMEhff DES TEa • �Q atacce Boleti tti i ; -. _. i.. '� X tiiul)Iplied by lhe'eppropriste(bil-heigilt alien thing length ti the cnd'cl'aDch shenrwail segtnetit oral each end of a per- rA �: ".3 Hxterlor watt-wind loads`w Ih Who br Ilia -• I .. - . . adjtlstmenl fsclora in 7ubtn 3,)7E.Coriibinations oCldnn- foraled sF.ribr wBlt.1'Vltere tall height ahcarivatl aegmants' , 0,2 tiBStDENTIAt�COMN]t;FiCllAt ►1NDUS7RlAL Ut240 Winter S mrner 1.2.Horizonlgll'at Intervals not exceedin 1{l Cett meet a!a comer' iinlcllet • Coaling I ilia Wind velocity Coiiicidelit Daily , Y 8 tic4lly slientled a gltteetlCd and perforated walla oriel!be ,a single hold-d'awti allall be ertnitted to �T 4.8� O 95 RICHMOND AIVENUE i .. Bale vrwe s--w n on s'w th Oex ie•tin shei •Jiii4 lemperdture differenct•, vefac y heating cooling wet bulb range humidity humidity . P F "i REVISIONS•. penilitled. be Used tie reslsi tllc overturning forces(n both directonk' �)'N,E� S, AMITYViLLE, NE11t11 YORK 11;701 "':� , when'the:drneiframing in theadjainlnj;wallsisfsstened (631)6M4718 FAX(1631)6g14711l " ~'��'~`�� ntels ro on n mas n ve eerwalw ' ' U600 " -• i i l. - „ a "• 'f i �.� ,, - . . _. I_ together la frnnsCer the uplift laad,(see J'Igures 3.8a-b), 1 ,� ._ MAID": RQARGHITIr�TmYANQo,CQM . . ill. . . ... . . , ^ 1'. i 0 / w > 1193 . ra *4`-34 . . f, . ' . 2 • . a1i+/ t`7a . . .2t 1 C> . :g`.. -0, ' !1`- tl" 5090 /a =6" *0 `-6.. ­t=7r-,=;w' 0ea-,lX/�L:..,4 f*,..�"..I'./.. :. 1 6-40 PX... :fix "ice Wes- r . ' . ) yr 1 :.'!-I�:a,j s-.p*�%j,0,=-=;o. j. Aw ... . . . , J.... - ,c'�pT(�'g) . . . _ . ' . rtiao vua ra. Rpo a .'-,4,V'4--i4*.'�.J..-.-.-- .1...:.a"*.'-.,.L.-".PI-,'-I\1...'.I....-...M*.-+I:1..�.''...0-�.,.If-....I--o ..I .--.'......I...'..0.'.�.I.�4.aa.--�-.0.-L 1.-.%.A4:..;.-.2.-...4 l..-..e��.-I.-.4.I 4-7"'�'.L',.III�p IIv C..I-.I!.--..iI F A I1"'!.*fl-.5.^-.--e.j I I A-..L-.Yq./e,��-.'-.4.-....o I-11e-4 n.-.I�-I.-��tt.NIt.I o*0,4.,...\o0.-*r1.,;l-..�%&�;I t...�"'v\.- ..d.,t. -l)..,-O�a�.,I- .P�;�...ln-".�.od.'....6.u-.9�.../. t _ M- " , . .I. .. .�\;-7..:I.�'ix1,��a�I.1/W-=4 ..4b-t-"j 41%1%47 1e.I'q4I;.0-4I-9"',,�-..14.0 r,I19.bN%.�-.�.*.e i' .A.a1I�.�I�-.14WI.$-'�*.4.-.i N7'..;..:"".2.o..I4 I.5.-4I-,-p..."FI-I.."+J...I 0 .-.%.I%%%\1+�.,0�.I-. .I.A.I Lf!r..%*"-....--.......,'.:. r0.�i;04iII!II1.Ii:i1.Ii�;�II.., .IG��-/74.1 1.-.7.I.-.I0 6-- .-.�..I-.0\�/?..--n- ---'r-A l ,:'.-'.-.=.O v l--'\-'-�aK7�A-\-rI1yV.Z-�.r-" �&.I e-'..Y.l 7-1 t lIPu\h4�'�1'-�e-=A*/F-�4.-z.I W.f0�...0...\-ce-C�'*. (.0�,t\.-.�N'.%"A..'--Mo 5A=.- k..:2-I:.1.0.W:-�..-r a:...,�4 O.6 1.-:--.-,�.qI#1F m.4'-I-.�.(&+r"Z.])F...-I.�..1:1dI/ I IVt-e'---A'%4.�f .5Ll 2-4�'tV mA c.'. a_-?''tt..Il02r� t.ge..$.ali--Ij\,�'-0" r.-lL.L\\-4.---.A/���'I4 ..7#t.0 4-4 `-:L mt(%v.m.VT 1l :f;-I). %.IIo.% .Ip.'�4-/�r.J-. .A.--.gv4�P*.%1 Z-1%."f I1..1,..4A!2.1)1 7§4. .F\'ol.e.flI '.\*I� �1/,o.&.--v-/f c=4*:q I.C'vI\.�.. 4.-,."-J­aO-'.Ao.$0.Z..-'...f\I.II.../.- �.'-./&..1�.. . • , . .. . `J V A ,gyp _ t6.:"_-. --,.,�..2,4,�I p cam:. : /F..,e . . . . . 1 g!p • '� f '""' . -: :. .did' 1.;Q .*Z4 wz a '0 eta► ram. • 4 ' . ' . . j . ©s i r w•�r,�''�t'-�'.o�-^FZi- r q4-'-P..-.j' ,,r �` :.o..• ?' ?4.to_: ;v6-"A-4? k6vp f�4STS- �f. YZ T +J�lt, C" 10 :- ' - - _----- rr ... .. - ,�r� �� 7 �' E ! y- N� ' ."......I..1.."..�....'.:%.N......*.'I".-.....I....;.:.......".........-..,.........:'......'...:...:.�........I..,.-.....:.,.,...':...�..+'I.:I.........f...*..,.......'-1.,I..I'.........I..�.I....III..I..:....I...I...1..*.....-...'"I,..�;..'....-'............-..+'.,....-..."..'...�...'.�.'..%..'.'..;.%......:.z...'.a..'.'.0.',.1.-\,...'....-.,�'...-...'.�\-\:.�. -...-.--0":oii....'"-.. �IIt1 •�� ?� •yI :lri -__ ��•• YYMYr .y► :,r.( dI �� ....i. � �T f1 r'J A 2 �6 {tFJ �J +�Y .i�-T .b:I......iI.Ii'.._.:.....O�,...;,'.�..:.'..t,....'......'.�'...-..........'.'.:-..'.,.--I.-�I.:."':.I.1.�l�--'.�..i.'.:..--:)................'I....l I':........'..-'..'.,.j'...L...'.....I...:......,.'...'I'�.--%..�'t..'.I-�'..-....I 1.�.p..-,"...*.*:...'...-....:.'.'..,.;.'.:.'I...'......�.''.,-I!Z...-..t..1.�."....."-'.:."...':�...�."i....'.'..-...,..:..4..:-..**-..P...'..,.!.;1..-...,I...,,....).,-.'.,-.�.'..,I-(..-..I.-..I4.'.�'.......-...I-:.-......:-..'..,..I...,."...I...'�'...''r::-......I..�I��I,."....-'".I..'.........-."I-I....-..I.:...I'..d::...:.,.'�.�.,......."":......1 1'.:.I.-'-.':'.....''..:....,%I,-*....'.....-'K..:...�-.,"....':..-.."....,.I."....�:.4."......i..:.....'.�1.-......'..'...-,*..*'.:I....�....�..�-'.......,..-...-.7.'..�-......-'�..-.*,1-..1..-.--:.....:.t...-.....,..1.-"'....:.*.'.:..-.-........I-...A....�.,.'...-.1...i-I'.I......-..-.*...-I',.';.I'.''.".--.,....:'.........''..I..,:I.........I.'-..'......''....I'.. '.....I-.-k.......�."'-...."..41II+.1...I..''..-..-.....:.-..�..-.....,'.:.%..,.......:'1....-...'-.,..'....:'-....'..I.:I.."I.-..-......-.....I.:...1..--:...I.%�-t.:*..I....-.fzN.�,.:..-.:...I!.--.'.,..1''.-...,..I..I..:..........L-,....7.......I..1-��.I.......I�'�....�.;-:....-.... .�".*':;...,.'L7....,.......'.I:-:.-1..-...I 1.�.I...1.......:.....:,.�tt........+I�1....-..1.......i:-1�"'`.If""-.�'.!..L�i...I I"'.-...II..t.�'..;I-'��:,..��.�-;...�I...j...�....I... ...\...!..'-..�)'..I:I..-:..'-....-.�...'...-"�:.I'..�..-.........-.....�-''::...",....:...­...-;..,1.....A....I.'.�.,�.I'.".-'.'.'-..'.. .I.-..41.'"..­-0.c.--c....!.�.,-�A...-,-...::.;..".6-�.....�'.'.�'�.......L,'..-...-.�....::.l..'.'o,,:.,.I-..'..n.-..--0'.f-.!.0..-.&---.p'.,-:1't.L.-/...:.L.,....+.I,'--..-t-0..-..�.,-.�.-.4...1..'i....-,......-.I......�...'�:.. , . . ' �- a 6 -y,•ti� .e. ear c { z 7 , .. . . i .. I . :a . 1 s.� d� I . ,C fjsr . . rta; comic- N ,, _ ♦ O � ' ' ►,f .. l2 I. ' ` 'k . `1 {i Q t 0- ... V - I. I. .. I 1 e. . . r .. ' .. -, 1 /3 �,x//78� . ... o' �o;. -' : - _' ,+Gcura(z u i �r I I $ -' ` vim- b•BRac+� :j ` I w v�,�' F F` -I rxs :$ . , GUI S. �` 6 t N a�l!ra a��Y. :O - J' : N �rI fr . i' �' � ?aFAIA44T f��C�. ^' //���G , p4-& . N �"�`` ,.�, 6p .i I + Tv$ . r f Cr"w•r�'/� �3�cow. r � f 4arh l) a cl F.xX. Fes- I° . I a (Ts/�r '� I'ro le ,tea, �a .' 01,tea A'P)' 3�•v .. ! f /31¢ '/ 8 L✓' F �T-©, .s U'©A -j S ��f' © I�W.f d/�'� Ga.. _ i .? :- I.. b s� pT vv • .ca u _' - - o . � zx4 s i g." a - I.�� j c t c X 4....4.0i It..,,�0...11'..�22Z 3--.-%4.' �.I fe I!II.I 4.. .4-.w.I..i.i-I I f..-4I e.E'I.-'#-4,.~.4((.I..Ik'..1 i.0 I..1 1.I�(1 �1 --- -- - - - t r d` t' 13 S '3-6 �f � 1 � � -4k-..�.W..'."Lt.,-N;-......)..:'.A6.A-...�...,..-'-.p,-,'I'..'z....-..-.*.'-I.V..-t.�..,.+:'--..-.-.%=�.�':v.�.:-...--:..I.v:I...,*.I-..-..-.`-W:I I:..0...!.:..r*C.''.'."�'�..-O�.!'.:.,.'-.!-�..A-1,-�--.-.!'.L1:.a,-..*.: :;j.�(�..--.:-..-...r'.-..f*7...-....:...�A I..*A7.g.."--!......:-.'-"....--.:.'',L....:....K0....*.......:*,.q.-:.-......,.f W-�-:..4.-'--#.=.1..A:....:..q-.-'..l.. .f I.-...I'...-.�-0......I..-.'.'-I.1..!..-..-,..-..�..-a I.�.-�:..,.....'-.......F1-.'�.1�......-X.r 1..........'.I.....5'.,...,;;:-:.4 l.- -'!i.T.�Il"-':......A.t.......�I..-,.*..vX.....I...1...I-.h'.i.....,*.-.".�.-�.....a;..I:7,.....*1.I-...Ii.-..II"1..'-l".L�.,1 I I-1 I1.,t.I-I.'. ..d'.4.�r...-.'�I-.II.....;.......-:L,....'.._-...--:-'.!I 4i.*Y"I.......',...I...-�l.?I'----.)0%-'-:�s%-..k.1.'V.��1.�...'�./-%....'.'-�Z!,Ir.A�..-.."1 3..g.."d;%.�.:.....-.l..;........x1'.--..4:.'..=7...'.........��I.�qI..-..I...�.,.9.p.Iv.6�-.-,I..�II1..t%1v4..'1..�-c...'. 'i.\%'%....'7�%,4-I a...�-*I.\.-.'.-Z-.v.'-rj_.�...�"..�Zl I.3..-....% -- Yl a3 _N..*...'...-,...�,,.-.,.......'....-,;..-i,,.'..I.:'."*......'.�.:.....-,.,,....:-.,.-..I..7*......�.'..,0.....,...'I.....'.'\".*.....II d.:1I-t.-,.(:.:I..�.\.,..'-N.....-...%'�4.*.,'..''N.*'�'I.-...1.Z..,r.-t*�.....---..;-...:.:., W x �,� ,,r r....1..-.1,..'".....I:,'..:...-.''..-/:....T...�I...-'...IP-.'...-I....'. ........-".-7......-"--...'�...1 0'�:,''M...:1.':.-......'.*:'..., 2.-...'''..-...�I-4.d.1+'),z�..:.;�I 1"."..-'...-6.v t�,...:4-t.-,..--.I".D\4-.;..� .."A,:-.4����X-I 1:.,�.'"..0..,1....-:..-I.;i Z-i..-i...��.I'J.....'il�.I'-i;..'.i,.'.!.I::�4'' t'-"'".�-i 'A-l-.:?.�I-I:.',1.I��..i.1.iIi'I14..�I41:I4!I.'1"t.P:�1�.I.,I"iI...I-'�.Ip. ....-:�'l-e.'.�,.I..-�1'..:.l...:..��....�..I.'...:.:- ..-....*�--..1z.'.=,.I.-...P..'.-.I�',."..".--...�...w...'-i p1.-f .�....-..'.-......."-.6-....-".-...-/�.....z.�...I-I-......+..'..-.'I.:.L.:.-...4.'7'-.-.;I.�..!...�...:......-..4."­..-....7.4.'..,...!.Ic...I'.,.7.-A....:"..'.I...-.I.-I,.-.1 1.--....I.1.-...-.I..1 1-'.-,.r�..,-'...9,.V.....''..i...-4 .......-.-ee..:-.I..-N-".--IN-.4.Ij.-..---,*.-I,-'.�.I..=I'll..-I..-i�.II 1'-.w;��..I-b.0�-X I-��';.�;"...'���1.:/-'a'.51 I/-.I..--'.I-.t=.�2.,I I.-.�-"..9-.0�....',.'.1.../:-..5-'.�R.\. F.l..-0.-.1I..4I.e-R 0.-....9..'%�k�-.%*.%...�1� O . . a ` c'ra1'x! Grrr t�4 AtiT '. . �' r. . F ♦. �, ` �', .'�'' . . ` q L l�/� r �'.vo'.vF a V i !� .2 ! r am, �• ut 1 al o . a 1 1s� - , �t - . N' d I ti 2 '/aSI� 22 y-:: c.o►O . 1 � a �6 7 Zx8 y ,, . . ° 1 .I 2 . v 1 _ t - vi -iiy-f. �� Y i �. 2x,� . . ' k' - ' .. /mil a - 4 . . _ , _ A " •- . . ' . S. T✓ !! Ir.o�,r � u r is . ' r �' _ '. . _ y ! ✓!1!S'�' /6'oG. ♦ O vim' ��� :r ���' . „ 3 N W' c. Qd .. .... `1 b N ,�.. ya s , e `E;..' w, IWraa+..:rw;vv.�ir:x�r`t •1wJ L'•'FYi - �� 1 _.. .. T. .. . a O a .1: . . . �/', z �S,��C �,.:�. .,�c� .' ! �' 1/718` 1 v4 1'b rlS .��X .r / 7/9" . •:` . . ' • . li -Og• ! .. ...... , AN,t+ -ZEm'r rcr w /•�/g x,- 8 .. s• I' I' -- ' I' ,o,c IMF �+�°^^'s1�P •�' . i. :� • - L I %-. ,6.c Tr+RAW" .. ,R' R • . . . . t, t!l �` - - - :� b ' r w .. 6 r _ _ 2K� - N , - d I'�'-�l` '•?./) Q 2x �hug o ,r I. I fw• .pV �"lo t'© b. ' ( %� I W.Q cc."�1Z . "� h �F„nR 17v10 kqR I % Y i' �' , - . I' `'!' �� /7 �,,�/ �,P X� , b 6 Ri4y9�° �l�AMg L-� �, : .: !10 ti}t .� _ TtR3 j .�? `�+ i T g /loco• 'vi �`, -* �i Z oic$G..J%1 E'• - :r i.GG. I .t'NV„ 8 i %1 I. ....1......,.1-'...,,.....'...,....:�...'.1.i.':.:....�.'...'.'...1.......I..*:".I...1.............."..'.....-........-....'!...-..:I...,.:..'....'!...-..'.--...I...!'.'...�.''.'I I-.....1..-.'..-.I'........1'......-1...I..:..............:.....,..........-.'..:....-...�.,.1...I.��I..-'.....-.'..'..t.....,.:...:....'.-.'.........t..'.......;........t............�.'......-.".........-.....t.....:...�..I".'N........I.'..'.............;..:....I.....'.I..'I.I.....�.......1i..1.I I........-.'"-".,.......:­....;:%....!.- M [� ;' /s \ %; �•� i I�`.�"•`, �; O /�v�frxlt�8 1 4' X \ N' j N I$ a/Ih .fIcTC. „,�o .Ja { _ `, � Q' - ..'.....-I....,.7.'.-1I.�..*.....I 4..-�''*'.1,�.-..'zI.Y I'-I;4....\I06...K I�..I.�..:.�S...!.'.,.:I,.��..I N%".'-'e qx'I.Y,..x..'t'.+%.t..I.4..'l';A�..,-.,.-.'I-'.t?'...vq(- . . . . . .., % `oa . .. , i -, .. ' . ` J•u! 26 /o t �,v 64l0 : t� . t Zl ;. N w .� sa�.rr -� �,eQ r tP , . rda'. ' - '.�•. iY' •••�. - aY;�. s:x1 , ...,_r..w_._ -•.. .. - r rt - _ .y' .,ti •• • ♦ • • • .I 4I �' ' ; cF &i-:dI2->{ 1 1.30(� _ 1 sKb r...�'�,�.7. . - r - . ,� oyFa fir,f.TW3 4�la N - - I x is . i • N 7 ' y jF/►��w•'.. h f �r • J� 1 i , /r' /1/ '0, . �is v y I f- R • . . , .. .I ___. . . . . . .. . �- 1�- '-:,6rd /�lfj e Wiat� - ci�tpu, �� _ _... __ _ _..._ _ ___ _ _. _..-.. _.._.......__._.,.,.......-- _._._.._..__...._._._...._... .. ... .........._ I� y /� t . _ -_ ... .. ' i '� 7 'r , , .+ - /� �a �i�.�irr�..���r..rir+•rr+irr�rrir+ .. . .-.. _ _ .�. .e.__ �� .._ . _ :i •, - /�/�' G Ln. .G. . . . • . _ �'' � . . . . • . _3 .. - - ,E; �r o . � :'a �/�� ' ,,EXt"'7�.�,JC-'tv,Q ,� /../,f'7�fc�t off' ,DER . . ., .. . . . ..._._..__ ....._.. ........_.. .._ ..._.,.. �....._.. ...-._�.._.__--.._.._.. k . . '�,/ C.�•'S .-� 2� -cam•!` �.. -t�'o��°ay � i ^c . . . , ,�- t� __._... !i '�;. ? -. - - _.--.--.---_.._..._....-...._.....__.......-_-...... , -_: _ . ... - - . ..--'- - 'G' ^lc'� + RAY DOER ARCHrTECT . D 2AWING i� . _...--- . _ � w /�"► .. ., eI f . ......_ .. ..... .. . __. ARCH DESI �•. �e. Fo •• - .. ..�.�� � /.._:+•_��-�--::- � -' ... .. -!/ C►' �-"�..:.----..._._._......_.- ...._.._�.,....--;•,�',�+�',•+ � �.11 ' 1HTE!'�IOR�t1G11� 4� r • _.... .... ..... NUMB&oe O MENT 9 • y PLAN P �• ... - - �.. ,c , aEs Q a s. �.G. . •�Tl../'!i� .1/i/'10 ��� [DENTUIL-COMM�IRCIRL-Itd011STRfA1. -• . ?ice . /u!.` . . -'-- '- . . ::' } . . . v ,•. - __...:__. _ - --__= -- -•'- - - --__ _ ....__.._._--.._ - . . ONtD AVENUE -/ - ?c. ___`�._..... "/CI��'1f':/�����r'.�!�"T�'F"'a�- T•� ..35.-�. ��N 95 RICHM f__...... . . . . . .._. -.. _.... . _. ... .._. ...... _- - - xo ____ ..- T_....__..._-:-__-.... _.r._.__....._.�.___...T __________....._..._ �.,./� . . . . _._._ .-._-.- _ . , _ - ___ • - -- faV C�if/:��...;: -aj �.:� y1.�+� = .25 (631)691 7 8 FADC(639)69Q 1T98 . , .. _. ... _-.. , .. 71 . -MAIL:'RPAf�CHITECT@YAH. o.COM, . . . I ! . _ wcl.lequu.enn.a -.lu:.. _•.. - .•_..---..-....,--._......... .. . . . . .. - 'i, . 1 .. . . . .. " • . . .___-.._.�._. ._ _ •r--.---- _..._-- • -- .. ' . ' .. .. .. . -4 r . 00 - �le�. '. . . . ., . . ojqp, A' 'D - . Af * ... . -0�0. . . . . II moomm d I # „�, .I.'.:....-...,�,...:,..--..;,,-.......:-.....I.,.-*..;,..::..,....I-,.........*';...l.'....:'.;.�,1,.,..,.-...`.',."....�,..*�.,.''11--....,.....-.:......*:..,.':....I...,I1...t,...,...1..�..:.......:.:.,...-'.,.'-."...�......w..!.,..-..*.-....�:..-..-..':...".::...�I..-....'.'*%-:',;,.!-,-i.....-:...,.....-,..-..*.*.r.....;....!....-.:.�.".;.,.:.....-..."...,.N-..:.-'...".*:...,..'.:.*�"I.,a-...'.:,.:...:-..-.....,'...:-.-*,�,:...�.-,,....ILI.--.-..........".�......7:........-.w....-.:.I-:.�.'..-,.�....,...,-....:.I.......N..I.-.-.I.-.-.-.7...;�.:-....,..........I�,."...,......,.....�.I............`...".L....�-..I:...-"1I:.*.1...,-�,.....-A..-...*.-....,".-..'I.:.,.-...-...-..,....::.....-...-.�.'.,1...-q.....-...,...6........�...:.--.-.1.....;)......%.",.,.1....-..0,--..74...--I.....-...:.,'.-4,..,.,...,..-.......*.".....,.,,..,.......'.-.......�-:.E:.�-...-..X..-".�....1.j:..,--''.�.......I,.-.,I.a,z*....t....'-N......:J....-.-i,.Ig...�...I..:..-.-..N.,.......-.,.:....,.....1..".:. .,!..-....."....N-..t....1I e......-..-":.-...%.7--...-..,-N....I..-...;....1j.*......-..........,IX 4,:..,1�,,1...A.-�..-,..�.......-..-.....A.....".,-...-..."I.-.,.�.....'..,,-.1."411.....,.,*...�...1-"-...--..:*�.,,--.,vI..�-.U.--.-..�I.-....-..I M-i.-.j.it)f...i.;!-.....-...i.,.,r...:..-.4--I..:!I.......i-...-�..::...A..I.I..I?7,-...­..*I!...'....,...I:.--.!,......I..-�.1.--......I,,...-...,..1I..:.-.i 1,.*­1t":,1......1.4.�.-......".....I-..-....:.-..,�..%.....I.I.....,...I*.,'.1 Wj....-...,�.0.:.....:-.....;.-w:...-.-.....I.:..-.....o1 0........I:.=......:.�..1�.:.....I;-,..�.-....1..,!.-..,.-.,-,.-.t,..I.:...-...I..1L N.-Ij.1­:.........--e....-...--.A.-:.-.,.-.A....t.,.�.....I-....",�.....�...-.l..1&.i...��;:.k.-.z,.-".,g�;.".,......I.-=...�.a+..­t,.%I,.....�.-0.-".....:..,.I,..:�"...;,.:I.W...-..(.-...-1I....�-.,.-....�..:-:..."'...:..-..A�,....-.,-.--.1.�.:...I.".......-.�..--,..'...�.;,.....I..,....s..lI.,-.-V.-.;:.I m...�.",.'1........'..1....I.I-...-..I-I,.-.,.-..i-..i.,.,.-.....-ft......,.'.1.'l..-.....-.-.1...,...:...-.:1.,,...,..4,,I..:.::....:..-A...".......II...I.%.....I-....I.­%�-...�-1..........�......-.1.I..............J...i...':..,...:i...1.�....t....:.I.......-..;...-'F.'....0-.�..-z..-I....!,�.:,..t.......-...1.-I_,I-...%r....--::-.-.....'I.......-..'4----I.-......4...,....-"+..-%-�..-..,......s....,-.*.:-..:.1.-..I...--.1....=..-.....:.::�..............:.....-.....,...I�.,'�.....,-..,...:.:..-..-:...-.I.*..'.-'I....-.I--.;-....'......-.'...I.I 1-..-...-.......-.!.......',I.--''..-...-.L..-.,,�.*.-....-...;..I....1-..."....--.L!..�I..I,-.;.....I-I,...'-...-...-,'-�,.--,.,.....I..."�L..-...-.:.........-.�...--..,''I..,v..*I I.......I.I...-*..........-.-I.-...-.-...:..�....;.�..;...*'...�...:.;-.,.*�...:.:..-:.....1..�-;....-�......�:..--.....1...-:�*,7.....1.-.I.I..,1�,.--...........-�--..'...­.-.*..'.-.,...,..,.-1%...'t",...........:..,.,:.. /c� l� 1.-�..-:..-.-.....*.1.1I...-.;..7-..-.,.-.".;,'-"..-...I."­-..w.�:..I.',I,z 0...�---.'..-..,..,.....�--..I--�....-..,........�;I.'I-..,..,...-.,.I-..":.0.�.,.......I'f..;..!-,.*-..,..-".-,.,...,*.-,...'I.s."..-..,.;-.,..,.--.:......,....,,....-"...�...!.....-'...,.-."!.I:.�,%-.�I m,.,,......-.-.,I..""..I.jI-..-...-.,..,"....-....'..�.........-,..:......'1...,..�........,".1'..,�,!..*.:,.,..I....--4..a.,.,:,.....�.�I,...,.!.'....I,.I..-'--.1'.1,7..:-,..I l.-..-!..,....t...V.1...-.:..-.-*...�..,.*....."7..........-..L:...--,.1-.-1.-�:.1:�.!,:..l..1�.1.. . ..-IT. i1 9.... 'I.I!L III.--0����.-II.,1II I .ac-...I.I-I.-.1.-l..((...-..%-%.-.1.a 1�i...�.-L, 4.....�:I:1 6..F-.9m1 lIg;1.-o�I-z ., 7► �;1 , �¢� . 1. 2 ,uH --:J.s:'d.Z'1PZK' l.cW _ .. ...:; Lam' . o . ,'° • . �.: l ., . . . ( - %, . • ` o �I . . .. r /� 4 rV{ • 1 -...�....I"....... t p • II .. .. ` w . � .�_ t d BASEMENT/CELLAR , ;,1.' :: �` � 4".CONCRETE SLAB REINFORCED W1661610�i'ELDED WIlM, I t N .r.rn.rrr..rr.rrr . .. 'r • �' I 'r s- �` .s' FABRIC OVER 6 MIL VAPOR BARRIER OVER CONITACTE'D FILL. ...L • . V � . - - - - - E- , ' gN!�,,fgt �� t ���/// r --��.a p,' :::T„ . . . _-•* c• .I. ... r: - . . 't.�s"sf .� . i ems• �J .1-'W.f C BC OC- J r..+w0..id I.df-.Id p-o-...'--I.p:r.%..A-1..v.�-.a.,.-,-,.--I..�.o II..s.-�../:4.-,.. ...;-I.-6.�:... Li I. I. I. ..,. t. . . . G .0 . A�r.I,.-..=.I.-I.-=-MI---.--.-7.�--..-..:-V-,-%.ft,.iI--�-.IX�)II.I..,--�..r.-..1wp-:%4 I..-�%.--...z..; ., F_ h \ ----...-."..,::---:...----..-.--....-I....-...--.-.....--X�....I...-.��............��.I-'.,_.".1 I1tt.-..-../..1.,..-.....�...I---)I..,-.I.W-..:--..---....-;;4 Ir-..9...Z...I--.....I�I.I--.-1-,-m--II111d.-T..-.1.1:�-.1.�,..-.1.i...1.-1.1-w��*...-i w.I.p-.,....4-..-I....-,.--..,. _ cagy fit' -I I0..I..t..�,.%I..:%.. • _ 1 - - ..'.�...I-I.-".I�.....'...,-.'...�.�..,-.--...:..."-'-..7.1,".�7�.ok'-..---.�,-.=:m�..*.�..-.-..-.I,...,-...-;..'..-...t:-....I-..�.......,....-.,....*.�..-.-...'. ...-.i..I-.1..:-._..:.I:-t!....:"..-'l"...:'J.....-..........I:......�.�.-.....I.L�.-�..,:�I:!t...I..:.-.Il:..,f."-...;,I!.I.,...1=1.I...'l.8!H l I..:.1..";;i,'ll,...r-.-.=;I'-!!..v iI.1,!.i.l.'I.!....'-.1I.,!...:1:'2--:1:�.-.!=!-.....:.!*..�,.%.-..-.,....�.I 7I-.:-7.-...*.:...,,..2L1.�.....:..t.-....-.-.....=,-..-,....-..;.-.-.7,..:......, Z..I-.......%*:.I..-...-.:�:'....I.,.-.,.,...-.-4..-:I..,..-I....,.�..=d.-I:.,....,.-...-.....1.....,-I,...-�....*.....;:.---.,:c.1..-.,.L....:---...-.......*-.....%...�.-.-.e.I-.,..-.............*........I�.:..,'.......�...:,--.I.-�.......:-.=..I.:......�..:-I,.....:..-.,..:.-I...?.........,..-.=..�.�...I-�i1......L..,......-...�-.....:.;.-."!-I...�I...'..4..-...�l-.--...-.,.-.i........1..:.I.�-=.-1.t..I I..,..-...-..".-.....I�...-.I I..I..'-..,I...,....;-...M...I-I M­...-.....�..i........--..'-.....7....�..'.........-.!..,..'...I...!.....-..1.0.:..�-I..-.�...�..L....�I..-.�0. ...,...'..--.-.:.h�...,.I..'.-:-L.,....;,.............o.........I�.,...'...-......�..-..1.L..........-z....."I.......d... .....�..II l."..:'.I..-......I.1.......11...'�..,-.......-."......�11.,I.l..:.!...-..�........-..-.......l.j..,.....,.I.-.-I�0..........-......y..I.-,.�.-....�..�....---.-....2.s-....I.I..I,.M-...-,.--....�.........�,...,-..1.I.....^.-..-... .I..1.I.�I�.".�.e..,�..:..;...1...I c..--.I.--.::*..-..-�...-p..-...-...,...�..,-�.....-�...-.!...-�......"......�...�..-.'..I.!!..-I.:.i-.�.I..--.!.'......�r.......-.,�:..........�-z--,..1...--........,-..pII""--........�..-.I..&.,.­..:�.......�...--.�....I I......,,-..-.,I.......-....,......-.V..-..,......�..1....r.I.,i-I...,I-...=.I1...�..1...I.-....1,I...I,...-.I.I:rc-......t-.:......I;....(:..I 1..11.-.....,-.W.�.'i.....;I.*....I..II..I-I,-..I--I.,.e.,.�-.....�....I.."..'..I...,...I......�..:,.....I...I.......-....-:...I..�,.,......V.I.,....�...I#..........I..I!,.........I...�...- �,.-....;.�:.;...1".I.I.........�i,.=.I.*...II..m.:,1:......�........I..-..L..k:I I.-�...L.....�...�..=....�....�-..."..,1...-.:..........�...1............,..I..I..-�I.;.:.-.-.-.....:,....I I�.-IqI.�.-.........I..I......."I.....-�1�..........-...I.�.... .�-......�-..J-.1...I I...-I.,..I 6.:..;.....I.11..-.m...:1..q:L....-w-.i..-.-..Iu-.1.....:-....;..,...�.I.1..-.:'ft-1 .-..Z..t.-.II....--.;,1 I.1.-�I":..--.,..!�--�I'�..%-4.I V..�. .*:...*-L:..IIq�..!...L ....l...E�--......-..�..LI.�........-I.-.).:".1.....-......--..,....-1II0......�...Q1.M...-1 L I.I-....i.,-...-..'-.----...-.1-tI......:.-i'...�.�-.I...*'XI.........*�.-...�...[...-....-.-:..�I-....-�.I.I.�* -..--...-1...*I.:...-1-...,...,+..5-... .....I.r.p....*..'.....-..!"-.,EI-�K.4-1..1- .-...�.II..�I 4,.,�..1--,1 I I----i-.:A6. ....-l--...sl."M l w..-...-.--..bI.R.-.-.r._.L..0-.-�..�-.M....�.....--...p.A I..�.-..I!'.�!G:L.'...--...I.Aj)"..�II -.........1..II....,..=...:...�.........1.:4--- .I,....I..j.1 I-j.0.I-.-I ...e...l�-1..-..... *,-I.-*-�q45_/*I 1-7i-1b-'N,1%?.--�":1/./_.,I-6�=?.*.4!�.I-L,;I-4*2-I.,Ia-..0.F 7A.-.-1'.1-..-'.6-.7*1M�-V.41-1p%A 1C_.0.&��4I-.,,�4A-.A0 A:-I"%.,..s4.,.-.-.)I.-^%.o....�."I.;.%-....!....i.d�-I.,...,- ...zp.-...".......v.L..�. ,,...I4...I.....=.........., .-.......... -..\.._.t.....I. II ..%I... -3*.:...--4.�!.. ,�-J:rIr..I.I.* t.- i, - . t J 4 + �. t r `I l `' Y % 1 S cwJ' .4 �K2-6 x �` '��'K'�- maAy t�'I {I ` N !L-0dc• G�G - . i . . 3 2.. c ....-, cam'- . % M i , J 1 _ N 1.- ' . I � �f co.. . . I I y. �,(l lO 1C 3 I h11Ox7 1p . � , . 1 . ' z told p ' ,;� -.�,�..,.: .:......1...-;-.,.I...z.:IF..-...-...l....4.:.'..!.l:-:�.....�.,-:...,.;-...,,-.�,I,.....-...,:....l. ',:. . . . - N -. 'I .. .. r. :M.. • . . ;' .. ti ` e ti s +'. ' • .I �O ' '1'. t • ,� • e -SLAIN ON GE1"E . • ' I '' =t ` • 4"CONCRETE SLAB REINFORCED WIsSlol0 WELDED WME FABRIC OVER • _ .. _ . -- - i •�.MIL VAPOR IBAR)TiIER OVER COIVIPACTED FII I, AT GARAGE,PITCS 4"TO ' __ - OVERHEAD DOOR- AT PORCH,DROP T.Q.SLAB 4"BELOW FINISHED FLOOR . ` l ' li i ~ . r�► f =� re. ; . . -. _... I: . -- - - - - - _ I - ' ', . + . ' - I 4 I s ,e" L - I i ( .' �` . . . . ; . I ; : . ­.`.....-I...........II..c...,I.�.a-....:�.-.e.].A....�I..-.I.LI-+..F....I-.- i : ' / __ . _ ..1 . ii �RA�p I , , . .. j 1 i '` I I i - 1 17 *-,1....R,...�I....-.....I. Q sspFs '' i - - t ` _- 1 .:t. ii . .! / . .--.-...-..E I..--.I.--..'...I.u,. . . . , . .I•' 1 . ..-I..--l--0...-I e..I1...1 I..4-..-,1--I.1.�-. ' . ...... .. . .-. . . Ao { /\�(/�-�. - . . '._-,_..._.� . . . . _ . . ' _ t - - .._. _ tiR �A�Q ,jam, ' '/'s/iAii•-:�CA^� ' . . . _ _. cc+ • . . - i t - -1 _ mow ' `�'' •o�--!n. .. ; • •. . • •1 I RAY 150INER:�ARCHITECT. DRAWING 3,TU; ,,. 1` I - -'-.. -- L. ARCH'dTECTURL DESIGN . . . . - .. '�. t!f uN7FR1aR n sIGN. � ' . ; ... .• �r /� �„ -�'/!6' I!= /! .. . "� 02480h � .. P11U111WN10'&DVLOPMEN'I DATE: I. �C A�'<�I . ... ..` ��'� A .00 MERCll1L-(NDt1STRlAL ' _ /���✓�� A. OF E�`•t RESBOENTIAI�. � . .. . . N 95 R1CH9MbN0 AVENUE REmioNS: :1 4 $.pMI 1(ilr{LLE, NEW XORK"1 17Q1 ,,;,�►�...,� ; 9 ! 1a8 FAX(63i)G91-1718 . i �41L'RRRHITECT�YAHaO.CQM • 1••rI.• IMi , v _ , _ I OR " USE E JOIF S 4 N. CUT I•D III I t.A E E W TP T T G PLATE9 _ US E SP1 iE •-1•• ter... - 31 E•7 3. DUEIL S 8, LE a 'I t3 0 18 GAGE EFJ. TMr'.•AB R ( S CE OR T'T NI•' ECTIO 023,1 TfON Fid08. - s Na . SRC - E r SECTION t- E N t)0 s R SEE SECTION RD z e.l DP PLATE E cn N 1 T E's NIM !^ �E 5 r�.:.:..:� A M U-T-FI CKN•_., (TAN M•:cW C MEtJ 13 I A H U E D 9 [N MINIMUM MATT AN'e -Ut11] T Q HPROOFIN4 U F EP cos o•st D t •FO A l A C -p LA I all NWT ILT IR-Ct3�11 ,I FA TO Y T Bomar d nd tl R ore 3.1Qb. Rldg e ly 8ti O! �Fi u B GE VI'LNT ) a.. p O T T ONTINUOUS RII) t}o t3 . . P C � t3AMPPR FiN v' R]Q44.t Gurtei•nl.Factory-built Brepincce eltnll be Jtriad slid • {.. tt f i I;TAL:Tt )r NOMINAL "Doti r ABLE VICNTS&/OR M ! e r oil r . e w Wood orwo G Hd06.f Coacre a and inaaanry foundnitan d mpp o t 1nb:lad and shall be hrsn,lfed In actiardanc with the comdl- :'JOINT Flbaiboerd G 'sum Foom laattli Numbero Illdge i3cerd I G MAT THICKNESS TP P Dlreet r "� e10 N M AL H el utlural # J r 1! Exce 1 where k ulred b'Saclion Rd06,2 o be wo[d 'roof d tlons'of ite llrrlr ar' E+ufll Rra lased shall be Iealdld In TREATMENT l eheathln ahanU!n thoaU,Jn epoch •r:'• 1 TNT'taJ fl[i'OIL 5II I.0 Rb0 .. p q, y I rp F , 1 Id.Pscl y p tncl,ae s' + 9 aer. , ( ) panel nttooll,lnp la otrlda ! ADJACENT IT STUDS i foundalidn walls that tct5ln,carlh and a otDse Interior c seas cccordducn tvllit UL(27. into stud Into ntdd Into otu tarstenera ADJACENT TO HEADER P P Into stud :, SEE SECTION ' Collar a Ca o' 't a shall o t!n Ilia 1 I,et_ 'fi (Collar t3taatn and(bare lie! w ad ah I b tn''roofed from hR1004.2 �, :.•� fi to is a' +I a tt ons i �e -i. aril ei'1 ns.}[ hex l 1 n[a' rat d z i ,, 1 1 exl tb P 'ail 11 d al .! n Siding s Siding n l I nail 5#din n ! rt Siding a I S n i B (Located g 6 $ L tad e n G c t to u o e f o o b he' ba ow.,n r l r of a to f the 1' r 1 a t'S2 m( tl W a to n m �• ( P i d bt {) P g { ) { ) t ac Installed cco d e 3 ,. 1 ,r '3 n - OVERFRAitiiE RAFTER, Rafter C tory-6ulU Bra tacpe ntudl 6a In 1 in a r nr1 a pith a " Not 5a FtREBLOCKAROUND P •b . tt C g aQe f� v a n walls {t r4 x ' (2!q x (2/x x {! J,, x Some as' . a I ee 32, la 'oflhebnnem ntBoor loth finished ' w 1 e PIPE ), !ha!!arin of iha fireplace,T11e hcostlt exloneian ahaR bb rlldtl• Steal 29 6 • Lap « « i g P. 0.113 0.113 0.113 0.113 allowed stud spacing' , all helve riot less than ! inall 9.5 trim Drtlatid centettt n8 IEAOER- Il' EACH. s { }P a r u di i floor a me n yy « E 7, ,) 1„ tl dlstin n!alla6le fiam the al rro n 1 ha ar rt Lh d• w f « ..."X FLAT VALLEY.S CURED . . Y � $ 2. Sla le-1 ! Sln le-Z/ Sla le-2/ Slti le-1 / { SEE TABLES RaD2.Ttt} 1 `t 166 ; P A P x P t P 4 '; ' ter fti' ' lied olhaexlutor'Zi1lnwAll.Tile ar (n et e I sir _. $ g I'PP P @ $ and Inbe�etl e r lelauo ehaH cool ! wltb UL 1618,. •w AND R602.7(2) .. 1'1/ h s Ill extol _P Y Wl 3 16D NAIL$• I.MTS�( P R o r fed »a ords a following:. ,ai 2 !I da 0 1 n wilb one 8 the fo110 120 t I 0.1 0 0'ItAFTE {.)• .. .. mpp '� P f g „ 0. n ./' r S CTION R 1000 0.12a nail 16 Inc] oif TRIM t3TU0s OR - TAL STRAP i'AFTER 1 - (sf )w ( I )with TRIMMERS X 24 20 GA.NIE .i� 1.i31lumitrdus canting., w Ill 0.120 nil center g• C Y-MIJILT CNlMNEYS {shank) I lank lilt shark n ar « i a roR . . a 0,313"luntt a 0.313" e r ■ ,--�'---""-- .. •• acrylic lead a lank ,vide s ecifi Sii1•IPSON' , R , 2.'11 roc ound's par a oars and '163 /m or o 0.313 1 {I ) p cd,:, '..rlt�Dt 1 9 f k8 ) Y , _ ,.:r,-,-�-.-�^^' , P Y it]005,1 l I II r 16• a e head r Not „ 1.ia Mg.Paotnry6uilt ah mneyq eha bd rlrred'npd Viu I slJln o t3 8 o wall autos -- :•,~ Y•. ` odltica bemen Y d D35 La or 16- s'a a 0.3f3 held b the �! 1!S I1tlJttt labeled noel st r s ailed in id Ienninntcd Fri oe'r t 0' P Btu tee wish 16- a e allowed SEE SECTION RS02.3 m L t ll be tut I no deal tro , RAFTER MAIN {sec Section R703.t 1) $ $ 1 1 g g Y ICANE 3 Otte-ei Itth•Inc t 2 itlfiled-bbnilin' . , ntnpte w"1t 3 Section ntanufachire CLIP 36"O.0 " g t t3. dim) cost of a B with the nmuufct:tdn :s lusirucliana, a /=10 1- sin le with '•r„ , f 1/.l tell a 3 P R 03.11.2 Irtatntct .. be com !g-ID 3 I 7 lotto t} meat 1 !n whfl ASTJN C g87. cell ' t PY II I•to 1 + x- CT Q+ 00 that 01 8S t It J t P o0 N ta1 w t t rc•a t 1rL Ceiiln oast cr h h port j ^ l : 4.An mole 1� •• y r al persnilted for,wnterpraoting in Satsltnn 10 crown hlclt crown - . S)iTEil R AfR SUPPLY. LIi1LING J()i�I Parallel to R406 i 1 F Ix ndllin" SOLID BLOCKING It1DU t ood acetic w tilt:rlo •n Tric o' -6 3 ;I tern ., r Fr. 1 u!!t o nn o' raf r 1 s ar Bre Ilec' $ rY c Y , P r tnht. to r a P Ol,era o eel e r i1' u I v U so •aa data.. . S. m a 1 ri rm la 6-P c oe P d o 'o re r B oM, In•1 TT'1 tee nllbe her t I e•ul cd,,. ter It d P •��� w t t tin 1 rise a or:•. :.:,-". •� t equipped t $dbaX "G1RDL►IL' d PLATE widths,hs m tl 1 [ Ib e 1 of ensure 'i JOISTS•!i•'• cd n: P r l t •wnl s e u etc FLOOR JOIS'of un t•' eon n ' t r f O R 1( n + 1 co n o m I P Y r nib all nun unless D 0 1 I 1 e i4 h r r nail� m I� s P 8 rY oa ! i box or 'I i .iA.IrAG P I ( db 6dboxor d o o adn n BO •�..:;._�,': -i / 6d box ar 6 6 b x r BOLTS 1 It 1•• n 8 r 1G O. .. K Wood siding 31 C. . d er' b� tc I d o enrol ne h 5 1 w n! P or a a a 't ec a U� c ! i, r h d others a tarts or h t m ilea roved f ( 've tl•and c P P 8 PP y n1linte controlled eo Met the tnldd~ ..I , ••'•• •' •••• � '•�'a:'_:'. .. .. aveta a stdht nail sidling nail Stella nail 2/ x " .�PP 9 4 see Section 8 Ln �idln nail g g $ ( x & 'SI P ${ MPS O dtt N as wi to ./•rc t' U t n Z r0 w «cation Fa a IO don to the r t "m son 1 ut t ri e rnl r t Ni Y w P a HANGA R 2 ry. 6+ I 2 x O 0.099 .113 t•x D.D94" Z"x . 9 0 0 0 9" G I 0. 9 .. r 'OOF fS' R703.5 ( } fz ) t ) ( ) } ,• ••�• G LE R RE AB � )HE AIL.W a T oval' a E S / ova'•D d n r S ItS ,� lJ8 00 • ttarela s l a e n l i t an o - FL R • C w I eh 11 b d rttppcoofed by epP Y 1 B Y ! � Staple 2 .. t' to e.Dotal[ P 2 nsrls'i { D ONTO MAIN ROOF:' a Board and Raf r.?l ._ O VEB IRAME Fi ore 3:10c Rld of Ihp ilsted dam' molln materials o'r an ons of The Water- , 3 t g PP g Y Bull ti r Ls FOUNDATlDN P P tF er c 1 aria'b S, , '4X4. O n materials a e 'c of _ CRIPPLE C SIDE rtioB m 1 clots listed t i r _ __ c wnu. H P a Betio U x o E A-4 EACH I In 2 to d R P r�l.rweliliii• g Section R406. _ a' SEE SECTION 802 a b 6E R Ilia v fl 6X6 tPOST)ID suet '1 t q AC EACH$ l~ V e I n «. tract r I 1 . . Wood a Soar. .,Ridge P. �Rf G a el•x n I'x i 2 •x w 'n P%5 n 2 1 2 2 x . 9 - -'r 1 x .09 00 0 9 i s P-21 2 n ,r I -PR 0 n � LtPLA ,"t' IJAPA TE .Z [er , S i 4 6 Concrete 'd ri a rdofl AN 3 1 . .,� .. R nn mnso r fotlndatlon,v ( Y P e U.113. 0.113 0.113, 1 - J Nate 8 , t , a 1 t I i e s siding n din t, ll ne , e Cf ar r d si tt , W e of Xt (areas hoe a r o -wl do B. In t w r a high,4a1 61a d'color ova a tl a at i )eT r tit a ( @leftnl t' r is •, + den t .eu _ 1 do si nail sidin nail eT .. Co tl r e Co di B8 TI liar t3 e'a� n 1 ) •.1' a ec o R703.5 -conditions in k'o e st d [condition wane t sea 5 tl n c nd nee n wn to xt sat clot loon o w 1 t ) oUNb r O' L c Lo ate ri i' upper n i r•{ th ird rd. . .. ofbelow _ w PP _ t Ds« « « AL STUDS t- -- ea ao Brain rth�a d enc a rt r a d re ,n toe h 1or � e t R •Y- ter ,- 12 x x Rr 1 2r n n -R � ! z R � nnel « c oralalong, - •i •r•• _ tU ! x 1 s: Woad sl z •attlo 8 aoe s P, e3 e .2. 9_ z x 0.09 P 13.Z d e "ie 0,099".Not 2 } p 1 , 3" 0. :•+t al• a I 1 3 3! at n.l I a.ih b 11 a W roofed a a of 1'd fro t a file to Scctlnn r ..'i• tndt higher rof I e I e - d s ..r I.. erP () ti si n•P 1 1 1& ( a I g t d N.F I bottom 1 BY I I eel' 1 P. i d null. om P i s! n .' e ! in roil N at s a tf „ g 8 g t) E N , e ho r ANC O BOLTS EMBE H o ai s ell I R O o b l; a tl n I nail d sit t CE i d clic ! 2 1 at 1 n e1 tri BRA';•� In 5 I al n GD f s mm tt3 to o• I A A I ilia f O N P below 1$ } 5 $ S P R7 03 FOUNDATION a 00, ,•. NDn ION•''i' s 7 FT.STUDS INTO , t o t LET 1 T RV11S.... ran near,t file 'teed nia 'a al water- DE,e B be wal as n de Is shall 'r Wells t W az� H C ROOF ,_ O DETAIL. to zs. • •• a a c I n'TirrONPO T9 o•cdln eco n e rvlilr'iris ti t N AND P R. o f rd 1 f 11 fallawlti COR ER , a nln bra hat auettlaattn un' d _ Aluminum halls s i b a o. t a. Itlumt 1 & _... _ fro,mo a' T eel 1, W f!la e o 1+ Intel r Inches. 1 Bran Y ne a nd P tl I D It a u, a t B b l d , s 1 I t n mu ht u stet I P PP I n i linel wt I m R l c eel o w e 'Imt m K ball be u b only r o e as Ineh a t I r Ih nu 0.01 9 k m turhi 1 ) P de a 002 blob of nundnn li c fi-Il a- u III D. 1 d tt ntlon.v and 2 cab,F u a ht 5 k' r r' !d tall"••o' t t t h 2, rd n _Y Rn` al n OWT PIT-CH- SSE d�� Id f'i P ( ) 8 / C t ved t e s! a 'i a ro b o al :•511 I G Y I' 4X4 P OR In 6X6 t PP D ix- i 0'15 P•�' 'S m m' al OST in v n 1 e'i Itlarlde�( _IO 1 E'VA'I' NS• Y ,•EL P Y Inches too -, rt t) man n to r Iha act nis edges and 8r o ta.'.� .<• tr ear forces n n a t 'of pa nil al tort b d tact'•i• resist 1 ea .oPP er a used 1 r a d WTt B P - •RIDE VE, �T tP S N ,OU TIINU .� dt D n a'J� A m 1 e itt 1 n A) •t P p- RA u P A-1 i D R BRACE.•'� P Y .. 1 a l•a APPLY N�? Y I be a 1,d. PROVEO SHE T i 1, er or sh ort L.•'•l: occur a u a and of i joint eov r t a1 d b6 covered' of rd'+' to aitall oe 1 1 with 1 'at and cin e , e tic t e r 1- '�Ra( r Tl a. Y d EXTE Y N BRACES LE ■10 4 I T R R WA W N.B WITH 1 I t I.LB I O S'F' RT T N iNTE EC' O 00 t R • 6"O.'OR ltl`E A N' v iloLTS i C AL`R � tr r D .GAL _.VENT n tl r "Il %WDI R"VE � rt n rou D IA.M r -' erl 'I Y no ii a willing-:one of .r SS '/i Fore •rn1! I - d t,a nl n ! 1 a e •nch•lon 8 THtRO D �G rrun of to . 1 I/ i 8 E•met [ r I el C NOTE:A-modified al 'o, call 1 = t e' a 'a'sn to( m l a h •'I t l un h l ov rTn in 1[! a 6d re m r Innka B 8.Y na 8 B 8 Y(Located •�• ollln :n L e In P r. oca n cP & : t o Ex a F I We t F NT 'DtN 0 Fr P PP d P S e D FEN R M r third TUD LATEBAN..( B D I D t AN P PERMITTED o BE �o• - A EP E R TE T OMITTED SHALL B 1 STUDS 88 H .- NG D - - BACIU T frn C 7 Ilrihlns lion.aroll s ',n n O td In 'm ter t 80 OTHER chat ecords with ilia a ufsclu I 0 HER ._ tank a ea 1 n w I BOTTOM CAE R, sash t n LATE O PLATE. c P OT P T e of T CUP CLEATS �eel BA I ATS METAL HED F:•• a' M S It t c..OR 00 0l t l s , P ld o0 a aria o d g O.C.HII.' of w GAR x6' NT THROUGH THE ON U i VE P H o I 5•:' � 7 R SIMP A=. . I INSTALLED , PP OY DEVICES N AL D1•• R I f N Ep STRAP DEV Er o v METAL T v b IC n o at t: r - E OE E13 H T u ra 'ae 'r R T'dr Wood r h l 1 eha U P eel t a n In .f a tf o ..e erml RAf a b troll a Siva 'Binds( OTttE' ` ' " "' •%' •. •• .: ata Bred sh 11 ra b fiom L S OR.: ,.:-. -• .�• ,, ..... . ,.,;.; .:,,.• ... „ .°.;:.:.: cal stair If P a _, O vw C tP _ .;;::;+,:,,.., ,._....,••'� .. .> '•1•. . Veltl I CB P Y PP DRYWALL -•;_ . ACCORDANCE I EPtANU MANUFACTURER I t: AN E WITH THE It N TTl 1 C G FOR E PACING 1 , BA ADEQUATE a EO T r V AS D'fee In cod n .. : .� :•. ., .:.,.:.. ., .: ..;.. .,•. .. . , t 'Jt or as W SERE A hs rate d a ! in WILL, t n Yrsmtn a i f t I t of a minhm m c of tb e M otnl 9 1 'C e a •,s,•t `u cello a c l m l,l' nlJl t «I I m be a till I r sett t is I at 1, 1 n 8 8P t ��• 9 er1 I EC N Z D•�. d, a ion 1 FI EC 6D �• I t tl! CA SECTION R ,t .Ir in 9 T 0 9 SHE T Y' M 8 � N B,• T AL•,:: MA ERI _ G. tn,a R: m• h trot atln n/ imt.. ar't 1 n I I /.'to anu et 1 vtlh fi le m I� r�"' •e• , p •r •�� / .1•' K may_------"�'-r+-:•. �i ON E'I23 HURItII.AN CLIP:t 'ou 1 O t"R s x SIM� 0 le' s }ie• _ 5.1/21ce' w re l•e_ R9 cart ts'lit a ,::. •r'•.: I tl ru 1 e t b s Bet, 1 ect�o•B S lac all Co � it tt 2 1 1 t#•! n n 'ir R 1:TA L C t:' V- i of e i h en a to' i f' Ilion' 1 as d' .r,•. .F. oar rn sl'1 ri- Q�ttc + Dry ku ..r• ,. ! n til•i!• tf e' D tt a t6 et) 1 n d Corin •e P G: Jt 2. 1.Rl � K HJOIST •LTs� i<t,00R e' i e Hilt Ito nler nb a 0l.2 !w s t i'rioted I R3 I n c r s inT n Ice rt AL.= b r•2 TYP C .'i' tie' ,`1 I r-r ( )!3 a t 1 •11•tie- `c •c' a t c Ira it•sc 't a vltlt tliti c canna t ':i s I arils t � R d ilia . . JOIST,•..' LCK ill 'l •D a s eel a t' d es' 'let .. In ll 1l n al iao`b Form f el n s fsl. n�i, I es ,8 t >' 1 tsc' e g ,I ob 6 e u'c' vt:n' �3. I•tly B thine nt •t irl T P r al eiti re men w::•• r m r rr P.g F u ate d'tl- ti r 'sl 'n 9 n s rfacad roll (i l aisle•• e 1 ra t r 's 1 $ u f e GE. , P L'A e'dad iti a ie ••c1! bl A= Tc i! e•' e 't 6 e' T 3.6 .d a to �a r rov •,• or rl � 8 ood sllln lei;and 'bd ellakcs.The oo bD' .B .!'t. P w wa i rrtsrsha!• .. 8 I cti tit t.( e t c' Is of a de n a 1,to rafters'. t li two n re of un Ill a •b R rs� •s or fewer an 1 rl'n'1 I aiu h are usi;d llie �s t tnent ce•le gFrB'!i 1 P 8 Y. Y n nt Y P e • P d e d ti RAFTER is ro then or' a -a herin er=a s (f E to od'm a 1 rd bitu S S Y „P I' ".=t:' net .. i1.C4 1� EACH S d ID E X4:r •PO S'17 .e,;i: I i-` are 0' g rii'a r not r itire� Bet it tSf ld d t s ni!be•' t 'Lae ntiimot u'CLPT ION: al used 11 G nderin•1CX `I' 'R mein ., .. .. :•, .•,- ':,. �� B 4 P Y anti .A 6 s C EAIC to d o s SIDE c'•6"PO .ex o f e t edge's o all from the low f roof'u t'1 � B rfaCe•8 .nrbcntita ofii•mlhal l '6 or to a o •. <• heil'colinc lies' coil a x g sit . r _ _ , �, • LLA1R• E• 'TAII;' L O T I SE DE +� 3 t _....eas I a c 'e' thin oil t n2• 1 0 �sld�n 4inl s 6t in e ,the ex terior r'floc ! ►"l b' r w •� 'eel i t lbe Upper third the• I'`u' bB'•ura 'ca or me-r la s x4.1 t IMPSU O• •.: 2 N PB44 F R 4R4 PO.;� PP . . ST •. .4 //la r t e of iha 1!ti d is i Ito in .Ott Tao w 1 sio'e e•i n a O� 1 FC11VI :+�: nr'W .I. �: g P teat r ✓/ 8 s � s e 1MPSON O eel o e i cc't•'n ce' � � PIJb6F 6 •. •attic ii ahb rii,d attach I r fl is n•a o d n, � �• _p ,� R 6!t POST {{ Iban 8 colts er lest!n l2 u 1 s horiz .. i 1.''••' v t ontal ttn:lcd barrier' .. with Table -3.6.' hat also than 3 �� �- " - � shall s b applied Not less 6ldches(914 aim)mea=• - •=� � ,, I _ a `t -• ,, sated alon•the roof slope from the eave eel a of th 7•• t �t ,1`'�- - 6 Pe ,. $ e build- • �1 l TQURHD CONCItETJ;FOO C[NG ' ASI{BAi.T ROOF SHINGLE5 ATLIl�IG R9t)5.2.5&' (N - .2411 1✓."p EDE 20 GA.NIETA>L STRAP' � ,AT7i ACHMENT R90S.2:6)OVER•' -- • 'l3P.L7'aBLEA-3.bwFcnt FORNAILING-'• ';�.• :15#FELT(R90S.1.1)AVER'/:"CDX PLYWOOD • . --'� _. .. ___. .... ''�"'� f�t�' ' �r�. . ltEQtJIRE14IENTS. : SHTIATHIlYG OVER RAFTERS 16"O:C.(sEE PLANSORCH%DECK DETAIL ' i IFo1{ siz1E); "k4l"COLLAR TIES a 32"O.C.;CEILING / ..���-•� moo► �2;j,2 �'�, io p CANE STRAP H7Z. :JOI:itTS(aQ 16"O.C.{SEE PLANS); IN �/' >+ctz• �.r ��� ,� y� l�Na .. r 'a ..--L.. ' • I i MIPSON'HuRRICA.NE TIE OR 1 r i R SULLitTION•' " _ - ^ l ' 20 GA.CAM STRAPPING -'IPRCI VIDE 1 AIR SPACE;INSTALL ICE BARRIER.. �'f •y�.5•d , wFCM SEC 3.2.2:1 TABLE4.dAnn " ;, NTEb RLOh. �....._. .. ... .. !S WALL to WALL�L5SEIVIBLY :M'E'!'rAL•GUTTER OVER FASCIA *T,eM 3.2.2. •---•-'«,.ram i CO1-ITINUOUS 2�. VANTING SOFFIT. - � .G[JS7I �'r►J' - i !' _ _ -_ r• , y... N SSIDIING OVER HOUSE WRAP OVER FOAM]INSULATION. IOVI,,R/: CDX PLYWOOD&/OR YI ,OSB SHEATHIN s.~ '• �. iOVtR 2"X4".WOOD STUDS >l6 O.0 .tc�k:�� '� ./.cc. 41 (2)21"X4"TOP PLATE _•` ...__. `b U ii 1 i ia/" i VIDT 20 GA.'METAL. . . ,: 1 "_ ., ,' • I • , . . . S'1TRA�IP..SEE TABLE A-3.41 • . �•�•x� � biTlQNt]-Y18 A�'..' '... - ' :F(OR t i1AILiNG. , . � •SiF,te$ ;I •.r, .rr t•; : . : :2 X i"CONTINUOUS STUD WALL•' BEf.RINGBLOCK 7'✓r JOIST AND POST CONNI;CTION' ~'• -OOR JOIST. 'DETAItL!Gf NEW - ' - . - _ HERE W SECOND `SffiIPSON'STRONG TIE AC �•i _:� i1STS ARE INSTALLED "SIAIPSON'STRONG TIE HI I EXISTING CEIL1*GrJOIST." ABOVIE E j -•` r _._ _ ti ue+ii ,, i y"DIA:'ANCU . • ' a , • r� , .. :1 ._""`�`-, • , " / � ,. •' :W/N.QN.:71''El1ZBTLUN.I�N •. It ihlr,VIDE 20 GA.Gli.LV.STRAPPING a (MACII STUD I ,1. DARING'ON, i �y .�'��fxs.._...... C.r'• YL! -%''�...•�V+��'w! ♦t PAOY1bC;JO1ST FFRAA[ING.: ItAilf}d1tS AT ~ .. •' � ��� /VG'!'� 7r" ''�� b . ' JOIST a EXTERIOR ► ♦ ; �. ' �J ,ct ��•�� ,Qi� s?: i i �• FLODIOD CAI�ITII �VER STtIJD C1.)STUD:TION ... j 1N111TAL TH=LOCMG(301.11) I f 'j • _ .,.• R�✓ , AiJLATION l9' GYPsrm�r tivALL soARD• _...._. �• , ,.., / t r�� - --'" �S �'� POST BASE ; "'SIMPSON'STRONG TM ADA44 , • - r �• , ..,_..r_..- >`__. t ; �'�/ " plOih+l - I � _•�' � i 11 j I '"•r-. E11•IBEI3 " OR AD„b6. i s/,";PLYWOOD SUB-FLOOR SHEATHING OVER. � DLa.GAt vANlicD BOLT 7 WALL 'SSEMBLY FL,)OR JOISTS(3.1 s' { E R PLANS)•'. _.._ a/ ' i z vrr 'ra ;i.lr�• i I va' l•ua' t•tn' ;. . .' " . �' a 6 O.C. SEE LOO 1•In• i hVP i P • 1 ! INTO CONCRETE i FO •D ,' ' ' sls Si+�d1P •,r. i i ii I-a. � To UlY ATION AC:'I 2 2"X6"S11LL SECURED TO 8" r b ,u. _ :� WFCM 3.2.2.3 - {.) �t r i 1 { STU f2'BEARING SECO PLATE , POI'JRED CONCRETE FOUNDATION WALL&/OR I ND FLOOR ! �. 1 • N' '. aaR;f v - C� �S�'�L�+i�,..-: i� t � I t•in t-tn' I-tn' a. s. t;va' l,ln. 1•e1'. DOUBLE GIRIIGR�S .bRCC IIIET (T .� i. K • SO.II�ID W/CONCRETE 8c 15"MINT ANCHOR BOLT t ✓'C� - qq I4 8 FOUNDATION WALL W/5/8",DIA.; e 1 s• a' '• k E 71. EDMENT) r' �• '_ttt: Ali"I:HOR BOLTS W/NUTS&3"WA,$HERS'0 45"O.C. » �' 1, .- '_fit. •I« r„ ••,i 1 1 �` .; r i A)✓t:HOR BOLTS EMBEDMENT I , San , TS MiJST HAVE MIN .7• x 1 V7• 1 1•t• p• r,'' TS ARE TO BE PLACED WITHIN.�2" t - •. IJ10 .BOL - a.• as ll ..� . �. --r'- •".�- a- '•� " r �" �� 1 ( l n. { �; x FR' 1M ANY CORNER&G. TO 12 FItOlY1 THE END. _ i _ rr.. �'- I First Fl ootz ) ;! ..pja w , " •, `;; O)I:RACH.PW69 SECTION:' - 1 r FU7' x"DIAMETER ROD- . ------�•--:••� SIELD - s ES a•TERMITE . P t R&TE I ♦ a...:• •L'SEALER ALL SILL' - u`. 1 TE FOOTING I�YWAY& i 0 )RI;D CONCRE , IQV IC IO ► ' 14 REBAR: :Ilrt„ra,::r .nr ♦.rib r n ) n ■•••.r� �.�r.. / / I /�.'�/•."' T "o'' le , «/"r� , III ` I ., I 2q .x�• C.O: ,�■ 'w j O.O. r .. 1 << ` ►,► - s-ca _... o _ �,,,,,,�.s ..•, ,S,t✓��-'_ ,��' ,- / �a (!f i y i e :`• , (: 1 Hotlae TFrM COUPLER 4 :r. NEW&EXISTING TOUDATIOS MEET, f -�T TED STUB BARS,14"LONG r _ -. f TIC ' -EIIiDED • ,,. i'► • rta :MIN.7"EIGIBED -`_ _ (2 5/8"DIA.BOLT5 r FL iME3lNG•DIACx12AM. - pRCAIDEDROD r `ro CONCRETE i;'. •'_a t WI MH :� END 1'VALL' ) 1 i5waNAr; ASTE-AND YE1d'f PIF'INr.BNALL 6E .. ' TOP&BOTTOM. - o,W ----,`NIRIt3ilF[• ,-- . •.+;: :. � .i) i' '+• CORNER :. .. - 1i•�l- ■ 6CNEDLII.ED•40 pYC OR 6k-T'TER ABOVE Gr20uND. ,�lip• . STUDS• _-:r _ ...;. FIT 111S�D GRADE: 6IS t, ,. 1 l3EL•aw GROUND 13NALL OE EXTRA HEAYY CART IRON t rdN' � t :.CXttI'PLP'STUDS �•MIWt4t1N !/ :e: �► ' ' EDGE 016TANG0 , FO iNDATION WATERPROOFING(R.406). - COILti RAl' sairL.ANFOR b I r BA CEMENT -•40 CONCRETE SLAB REINFORCED : S/8 •DIA THREADED T 1 +' uswt=R e>fs STRUCTURAL COLUMN' W/I7ii1Q10:WEX.DED.W1RE FABRIC OVER 6 MIL VAPOR r ROD W/WASHERS&NUTS. ,fir ; 1 �: 1 ANCHORAGE ROVER COMPACTED FILL.' - 5/8"BOLTS 1; ri• 1 - BA' IiIE I . t _ •'' - FR�Ah16 nI'f;NlNcl POlt � � '` `• r s 4- E-,: , . --- •:�--»ir:' .. 2x. STUDS i~' w1Ni>nw UK r 1 r . pI � :;' •.' :;. 1r3.`iLR1OR BOOR >I C®i'�GxRYt'=Y,177.y1S�.1 J. ,.•.-= .. •^--•--•*-------•_'r•---' .. ! :r;•. t a rJB SIMI'SON HD . HOL OWN. r 1• r• . . ADJUSTABLE, HANGER HIP RAI`TEIt •t -d/.V' , 1 • 1�10d"`�'* • __ `S 50 U26-2"X611 SUI•IPSON'STR NG U1ile N STRONGTIEI S O TIE. t •GGG• .. 'i i. LSSU2f�-2 %s 7'02 X12 . - - t�,DA . r E RIGID i r i G INSULATION 11 Ic o��i _I N �•"O CO CttC JE SLrI 3ItLl PO LrU Y ri61alU 1�'LLDCU WtRT11 t •� „ , ,. 1 f•lr,.t't'I'i::it't"'1'O R I E1(2 tc2d tl: G itIIL YAI'Ottt i1tilY.l IJL+R O VEt1 COMPAt:7't1D PILL. r�T GAttll • , 'f.0 UI I 13LI,0 V t iN 11:D I'L .-r: �!! {P .�• • Ganiic:t'1'Lt1r'tl�t�� p',• :ovE�RiiEAvuoor,_ ATrORCJJ,t)ROi. .SJ:,r '4 ,> . '�• �,.• _ ., � . J01 �' 1 , • itli' ' .i .. ----.-, RiCHl7'ECT •URA,'WING.NO. RAY DD NEi.,R SECTION. r• ; 1 r p A CHITiiCTURAL DESIGN TYPICAL WALL SI;C .�::. - •' r :�...«: j"•SSTB 12" � , STRUCTUHAL RIDGE at'� -pj, 2g130 O AR `•� ANCHOR BOLT. 1 /. WIDE 20 GA.GALV STRAPPING r ',r. CATHEDRAL'CEHINGS OF E`� INTG&D>rvE}•OPMEt1(T .DI;TAYIr / 1 _ F N pL}11>m1111 ' - (EACH STUD)MIN. 12"• BEARING OWN •St:11•IPSON'STRONG TIE LSU26'-2"t6" -RESIDENTIAL-QOMIMERCIAt-INDUSTRIA''f, (REPRESENTS-MUL'TIPLE SCENARIOS) . ;LFPIJNDA7fION WAy - -..._ FRAMING. Figure 3.1c WFCM. r _.s:„. _ LSSU28-2"7�8 TO 2"7C22"tvr(3)8d CONINION 95 RICHMOND AVENUE. +gEVISxONS:;.S�"'af,��2`3' DETAIL-CORNER HOLDOWIV ;� , .. NAILS LOCATED @EACH END or srRAP, . + _ ' '>E i DETAII,-CORNER - FACE MOUNT HANGER HIP CORNER PLATE (BOTH STRAPPING&LSSU ARE RE UIRED S,AMlTY1/ILLE, NEW YORK 19701 Illitill► LLfa s�'?��"4. oIl II�Q 3)Nlti�,llvc pro i!�rr, H.OLDOWN , ' 'WALL TO WALL TYPICAL iTLEIT& FRAMMG (s31)�s1-1718 FAX(631)ti9l-1718 tad CATII'L&STRUCTURAI.RIDGE AIL • TO 310 ISMUSON'STRONG TIE LUS28 `SJIIIPSON'STRONG TIE, HCP r " M HOO•C011t! ~ UN A TIUN . , ASPCRt41AIViJI'.3PCCs. 1/. MCTAI. AizC HIT �T@YA. i ----- CONNE,MONS NI NGS EIVIAI.�,; fop r OPE - SI 20 gm STRAPPING. q. p ,., •,�.:5 . „ _�>I :I",•�.�..I•':I. GG:IZ;lf:1 I!.j hfi•;. .(' 1>~1.. ' . _._ _ ,• :,r• ti 7.A T.l � •� 9. •,r r 1 �• }} ( 4„T Y• � s Generated eat 1LI E, e b R Sch �i IJi/ Software eC eb S e •.n r_ 0 r: �{•+� j �.li:l s. -•r- t 1 4 $ •.: :4 �. �. I .I .. , f; ��IT r i ti .r '411i:;!3 fis bnCflIN,of or etirieltbla lnpulafioita In ; "},+'Fk•c 'il ";A'Y�!ib' i r r ts:,h J'•;jFt",. ' Compliance k rit■ ■ .. .R �li , 1r' ,I•,���,• :r:nt� .al'. :I � , BafQt 'I'. jj ,• ,.� :•F i ''il' ,f.i,'f"I �'' i• r!a 6 6iQia b1 a!t ba'inslelFed ad aBclit fo "'t, t = �: Ventcd.dtU t. 1 �. ,�,,, i •._h� "i�.r } a or , nIDC(HSi![h11 i• lil 1 t, fend aevii•Lente.)Ta[t!es shell rWaIdln Ali openlng;ilia] L: ra ai" :grdafei uian the elie.df the veni. Ilia bdlQq short extend 0 Sl1EAtt ATl1G TtO�T FRAAiI�VG , aver the top of fhb elite Insulation.Tlt6 baffle&)tall be per- ''-'C41{tgiU U •tFBEhl1V1t RIGID tNSULAIIfJN.eR,YALUEfOEI'llT fiF14 LIItdATEr :it rattled to be soy riotld material: ." L► COidt'IiESSKt Vi AlikhSTillPi'If1d Af'P�Eilll 'I cel:s'docii rn. ° T=Cbt{IRB#0{!5 FM A-• SiTE 8111LT.A1{IC:�61CLaSURE• FdPCt1At{l�li SEG`UREI} •t14b2.2.4 Accid"1-61ciiea'ailil dogtb.J4 i, A. {. !' ;Eoiirlltlonad apacei`la urlcv6dillanad:paCeA inch is attics', '�', :l I: ' I' I '• OFSIAW. ; and ciawllps!Ce1shell be weaUterstripJied pad lnaulaled fo, ' ���::.'-CO{{{@{U011S1dRIbihL a ' evolequivriicntIdibainiulatlononthe.iurroundingBur :r EIRIGGYPEIItia�Ntn: _�.t'•' Project New Residence facei.Acaahe that pmYlibli damaging dr ctirdW ising the' i i9N10w@101`00 T ' �S btiMlElt .I' .. Shall be provided to-all egvlprrienE Where• �' PFRUdE� COitl@NoU V. naliletlon I sBE Energy Code: lo6ea•filt(nroletfon to Instilled,s wood-frimad'arequlva- ) pFSEA1IB{) 2018 ijECC (ant battle or relolna Shall be.Ihitatled to prevent lbs. - �a((Q{{{p{JSBFh() i Location: Southold, New York ' Intake- from eP1111ng Into iha tfving-'Space: OFSEh(AIIr. t �.. Construction Type: Single-family a]tcn Hit aiila aeciaa#a opened:The barf a of rctalner she ►• '` Project Type: New Construction ' 'tineul meatns of maltitainhig this Installed R• r• {�{{iG1t1011S11RrAtAI ,' provide a part n: r _ _ {pg10FOh61AT, 'Conditioned Floor Area: ° :.,•-.lialudorthtf�aa�Qlllneuladon. ,_L:� last' r r ;.� •, -Y1@lD(IYtUI{I MEgiAtiICAL LAICII i0 PRESSURE 3,594 ft2 -- •iEIETI• OWP F1ttl aridetdrp)l''fhd'G+lttdlrig rlieirnnf,, ;•�", ,nit8NililElt' • • , - SEAL.AT VIEAtIlER5TAIPPIIIG, . 'R4D2,4`Atrted g iM '��` I' '"s Glazing Area 12°/a ed to Imlt sit ookfi a Ih adcar-' '• n' 1 b'ednsllval # 1 B a t e o e shall t. Climate one:C Z 4 5572 D irou H D ••;. 'ni rrtte•of SecUona R4 8, -:.k:;°• COtIi61UDU5DRIRl ., :t• , •aaiice lit, a t' �.. __. .. .. ��►. 0 DAllta•� -- - - - •., .,• r1 T 402 i.. 4.5. `Jt . „• P let ._ {Saw th t°. e •u 4+•'o'Is' 6 'dli;"u Q P a'i.a:i.� >�m R s r R a a i Sect one A40.4.1.1 �. �•" 'ter t wtU t •t,0lil ': e h ale do e'ilia ani'al�o �i f Y P Pw •, 5' R n ` .tltB i Ow a alert- h• nillarm OCYdJ 5!A{R •ti:� � r'ejween alert L •�`•'OF 5Eh1 et od b CUED FULL ."a+.: s iR'ealfn in h iANUFA .R4 f.2 Thh a JV �f�4fWW t , II I 0 EAU. NR w 1 t''a' 'actin UD1 sto n �.�--• h1 'r eii n n a 1i P a n C4 'w l'ar dl[F re Ulil i• i• 1c a r to P st: ih 1t I •t' a'• 1 0IT ,,r UA 484 Your U 3 Maximum SHGC: 0.40 t'• t Coin Hance: 16.4/°Better Than Code Maximum A: 4S Your SHGC: 0.30 r OrAOtIES1VE I p �� rani. •'t t 'ontnld iif ebb 6uRd=':•:'�. 1@NOU3ilq(91ht,` � .. :2 1n3fallSllon.`Fhe i o,n >' s COfI ; �` t ° 1t�D .4.I P / ,• 1 RiUQUSBFlfI'• t .•: (;SAIL D i ' ''*. ! . .. 1'h °Hatter or Than Code Index reflects how close to compliance the hours:is based on code trade-off rules, 'a ens'alo'a at Indlcateil 1n Tabta ti4ti24,1,! FJOAiiDAWF NJA ,' :% . :i•' _ ,tag them i p ;,; ., !� , �►• e Y p t It DOES NOT ,Dorris an estimate of energy use or cost relative to a minimum rode name. 8ha1t 64lnelalled In acclSrilanee Wlth Ih5 ipdriufailurer t�' '�'� - �,����--�•-=••' ,r� WW04wPE0alE (i. "0 'na: Uie•'Edterla lnalcaled.In Tabl e •+,. �--•ram-- ., J •,.� p 161 itieltone''a ,'• r'.r' de tradeoffs are no longer considered In the UA or erformance com (lance' nth In REScheck. Each slab-on-grade onetiuc- =CdiillB1041SbEA0 a Slab-on-grade g P P P '%"r: 'liclible to iha me•od of c , lu t-v a and depthrequirements.�' minimum riser a t e mi mu a Insulation R ciFed c Imo z n set th code a !f assembl in these I to o e must m gy P idt i p d I' o claJ Y e Ul[ad 6' the bull h a•n' re' �• its Wh Geq Y c'i,i d e'ts r-•' '' COili bFhEl Alfa ALl G ,IR•- , O tblJ art`almtl Inspect all o a p bad::, I1000� SE N 14L•A1itC-FULL ROtt��ta�1 ATTIC 5T� , r p Y , P ',' r•tla...,.....^-.- .r T' i�eMl>ESIvr:. U1 i .. .. ,• :verljycompllant:e:-•...�..•• ..� •,; :�• - •.,; . ', - .. . . •- •, •COI11A{11DUS OI:AEt ... �^, • ' h )tt'OI It ebull,' 1il' a•tin` •I '4:I.2 Tee Th �•-,'' Irtyl,RgD2. Di • ;' •';�_� ,.--:C0111B1S10ll59EhU' ed as V n fin err tail ge` i , cd and veH ha 1 ke 'e teat B 5 e cab F+ Assemblies itrefi Envelope As es .� Enve ••Fab n 1 r- p 'C• IOUf.arched TI e• free i e! '•:,aria• h I duce •r•'e' 't P 1 g.ra no i• CC ..t• ' r LY a'eb t �rd h h SEAtBi' ed ea o t' ..t S'act n $gt ,eon •st t bit 4 � •---Glk' ,. a s£ . 'k j'aAtl Ov t�5i •21n h ,a r eau 5 . r HunO ! F @ h1K11a e!r fl , art +r:to e e I ofiman 1 �t 4r P ;e i ° Performed '1' I lllYY,�I,. .� �,,�' n H •i o t , '! iivifo a: •r -1 R t e ,r7 o the b a!tarn 1 i�a late•S R tS.( t PE UE T 1ES I� n- R, iCEIE •Elio'r iva A 0'ca •,'� a o s a.D 0. 35 26 74 5 a9 2:I 0.0 '.•--ter'• :} 3.\' r Scissor us'l' o r Truss-r' 'I' at elm r':.. Flat C •Dti 'f estlri' 1 e Ceil ing:9� 9 Tlti •> r nIl g 9 FAtN f 14 . I 11 ce eriil41101, .' tar •'�eaa n"dotV n'tirl n eis 'e•1.erIor c .0 0 0 p •, 0 a.x .•i' 0 5 60 85 1 2 •t: �. :I 0 ;� e 6 o.c. 2 .47 19.0 3 , � l •�`• •�\ I Frame, 1 , Wall:Wood rn YYa 1 `d 1 h is r'i e fib of 1 l rib l �s�'e cloy cd b !a '•r d o6rs a lib Y �!. - 'a tr •rn:� n 1••Ell �:' M 5E O,IMT GUr S �'iH F ran UitWR XP I •.fit 'C f'r l vveallterstil"'ill 'cr:oth m lu+• nlended _ me:1 P Wood Frame w• F W , 1• '1 Window: •, 0o a�• 0.3 320 83 89 °t� e :77 >, 1 uiee EC!t)i R contto PE U11S 0 \: S r' Co Ti _ P •d� '•1i E m k !• `r cluald isxh uat�Isis era in P �+.' •.-. 'li0ll• •t• / T.. .�, ., s •o St:t�.Al v P F Wood Frame:,� ;' 'L•• does 1•_ Wilt tit• :•{\- .':= ,.'•1• .r '1 I fse closed fi ''I •; its ua dtim'ohs a to 1 .+ 0.300 0.32 c d R'a (I :168 0 50 54 '! s• 51i114J1 D 5Tiln Y t IU •NA trot' Call C(:1'T ', 'C on ,} 0`ot iia GC'0.3 Ir 1 :'n• 'f:• I'I a.ntelldaJ ra 1 $ of R C� n I •t. 1' . ' , - V .fit 1 Gl 1 i• ,. o a61 60 S x..:� VO 3.0 0 a. 8 S 4 1 1 is.o e 1 0 . r Wall 1:Wood Frame,. 'ih h. W ll 'F'e iJin a 1'rse h ie od.al ih •.L:.., .'on'W1 1 � tt •;•� 'I 'ii'n er (�r�r 31 4 ';• Is G ATTIC.i I AT:l' �IiE f Y e INSTALL , TL ;' 1N r t or t,o en �-'� 11•Solid Concrete Masonry Basement 5 e shell a�a amen h i''• t'' B tci a dS t. ''1• P . r. • {� I SI Infi Gill •.y+ . . •tip •A: �i' I r. 9.0"n S a '..• t' r't t'r► ! _ 'all height:.d•u o �.l• W a l D a C l c n In t •r,. r'a for do C Y- •s� •tot k 9 '4 Hx0.045 . .� � 6 xoo i t 7•f :r' '.� 1 t 11 0 l; : at 1 .92 11.0 •1• I , d '•L I T ri M ,close. �, i rb a ". a 'v'n .':� J 2.0'at rc , o tads:�, w and cooa el 4 i j. si .,, � r� �'':� D th b a he :is�~ rY •4 -, P 9 I`i I•'a• S ,:t• '•F� 1 L'1 ••Ly' r i f: •'t ,.'r - '•t lid Y i{r' I 1:: t•rk ti•. 1. .9 0 I' �•,.• depth:to• Insulation••,• SIt`N IT In _ _ t P • '•.}�: i.,is •i� 'r� 'i° 1 t; .S:AvI,� ._._. .. .._._ led � '�tat I .1:'1, art 6 era a-;e'er r .tV ro �,.;. .I' i 'i - - c,�ll'n 9 bud rr s r satin I1 i . H Y _ t'�i: I r..=r• l '1'a L •t•: 'l• I -1 other .,} 1 building la s specifications,an t ith he !+�• n s described re E oasts nt w r i e c he s ke.�l' :> n Statement The proposed in des d r ;�• 1 tateme d build g P i< S o',�• � lance•.I' om'1't'tr' g 9'a'u ado : /• • ' , A l i t in -, P t li b:•. the test e s e a P'i 'n of ,I ilia - 'I U NSU {'t a .AT C! �T ii t the en i,i t set 1 ECC re attain n i d o m h l S•1 �� ¢d building in been designed lL •,• 1 'l, ro os I i d has e.T� ff fitted with t he-r `',• I t b h h permit application.cation.7 liens sum e e I,. q•a i- calculations 9 -a� •t l P 9 tit Pp a i .tr tellcd :,"E IBs ••I ': i' 'whet i' , �.' •h "}F sler4 •I.lit ,S' t :i..tm�to iri rt , t.r '� i•S gl , 'i, •;r .s 's c e Inspection Checklist. lalbils >1 ck ns ton e k I"i the RES h i Ch c mandatory i i--Cd t - i t e listed n:'i ., with the man a requirements is t. 'o Esc ec I wi n•, h k-Web an o comply e Version n. R W d t c p t c V ch k •�' ;4r.. RE5 t'y ra• rr`` q;ti C PSU1 +U �,' P Y.i ba Cull' ii �, .: • 't or the iec that! 4. IER; •,• ifiri o t, Y Pui� i it s'1:' ,i' l,THN •, + ,OF q i] C j: a f.• �t� 4 art i nr�1 1 .iVood�b ro ,•N C �' u� rt .. dl ad! , o d, d'n ,dob a Or ro I Edam ere T n a _ tlFn ,:• ..i- P ,{ 1 n ev el I $ 1•h B. • , l 1 i acts t 1.,.f i �itoar t.tin t elf. hero-bring lightU g ::,. :1, .r•r I -l:i,, }, , - uitllbil I }V do C ecear ed •.�- d an d►abet In a e t lsl .r' s bu ilt- h•n E1 flC a •.L•.h.P 't 'a l •I as 4• r'd or the Q re , ra f eidJf t'a rested P .. :127�tIIE daart altar{- :. •, •, - .. '`,. li:.•j. l• '{_.•'.,.. i 4t124,3 penes rat Or lealthew Wlodowa,3gIlghri• =p(i�dl)nFlU4CEU41 ,'a R s dotire sllsll have an bli&p1rrarinn fate or, L 't and sllding slag ) and (tSUtNEOfXIERIat " dl reateF than 0.3 ofrir per square foot(1.5 Ue/la'+ �'-* A1ti �EAUHG•AT SI{YLIdIT SHAFT a skit Square' i:k �, �. ;k,�.: dbora;not.greettr Thin O.S per9fWYBlt __ ffar. [ j • fvrawinging ,. •'l�i,.,zElr;1 -�,.' '+ i„f4{ !' 6 Uelm';when tested In scecrdnrica w)th'PtFRC •'.i.' Llt gdUfi901JIB10. :r_ � • ` GG .' . :,not 0 ) - MANYDM ICSA •101/f.3.2/A440 by. 400 tlr,AA A an: :': Pteoftl IS 10110E i. r 1't�i}�:,{- ' :3 1~'.F,•h�P,!it'�f. 'j.'`'�,.1 .�.Ir' :}'• __ . and ttstad andlabeJed' I�e• l ;•, _-___... ....--- --- _ _. --------- . erfcredlted,Independent labordtor�! n .. .. . •�jkf'JhJDBtI.CEU1( - - y,i.{.,,t:... 1 t. ;i:: Sir i ..Caul@III4USBFJIi#aFSFJ4W1r• ----- . ,s' by emanv(aclitru. � � � - - iwlurnc{lA1®111@#•, _ n.r'jl.���t ,.l •t:• �+ .a.- } th tin'h l►ce9. . "+1t5ttJ15an03ol1U pit01I1 MIC r```' ; " I'"' CD111@1UQlj5DElInOFfUltIE511?E -• It402,4.4 Roenis cinlslnln�tuel•LutT g PP rAIOfDNISFMF#Ii, yEH(I ,;j6•i' - �- " Here open conlbu Irian air- [IcnV B ARIS CE :E �.}. GOiEI@fl10l1S BFJIA °' 1:'tfrriatli Znnds 3 through&,W P uel •• �litWIUPeG>E1H{Of• __ ._. 'V8'111N{dl A�FIE�• {• �� - 0 66sUan air to c Sit combveddn f �__�._-:-�;-•� "AITiCIR 11 't` OESEblelli l I• duels provide e m P .-.g,DQOtO•EN�lR19t,-•=-•« ..,.,•.,.:..--t-•-.. .-..._. UI.T.VYii#D �1:;.: �+•.•• ,--� ... .. .. , c• bustlnn'elr. -- --;.., - _ - .iF i} �; .. t' __.-- . . t Itrinotur-the Spplianc�rs..dttd.. 4rP._ �:,-=--• -a. puihing asppp d!ding diinflpl, ' antis iharl go tooted gtitelda lhe'b 1 ap 'ed In a room thil(k Isolated from Inslde' , • i vela a vc enclos _. ell i tile th rma1.envelope. Such rooms allnll,be sealed and iLCDRIRUSS I ulated In accoRldnbe whh the envelope feel...... hill a tvatl5 floors and callings Shall ) 'Table It4D2.1.2,whets tli '`'' r Ila'�rlbaS�LY•' •, ', :. "meet not lees Than lhi'boreine,it trail R-t'alne requirements 6RAtYrlalLRlall Tile dooi Into lite rooili short bo ftilly gaskiled and fifty S end Jucls fit Uia roam lillultitad In diecdrdancE:,. COI11@IIl1]USBEAa { - :wafer line tcl shn11 be last...' 'wltlt Satllin R403:isle enntbuatitiit air t(1 aF SEAWF( fated wham It penes through iandlH4ned s�aea 10 ad,R- ;{' yatua of not leas Ilion R.B. CpI'Itli04111I I:t11 , • ii tB11R@IUOUSBEM ' .: Lrzae ![Host, '• •'f+OilAHf•' ,,•: .• - f OFSFJIIN{F' . .• CQIIi1N011SBEM --- ' ' P slid. rAtYi tirrl�a#iflar ,l I.'Dlrcet vent appllalicea•tvllli both'ihlika I BIl1CbllStllPI111 •: IR'RIGb@15Ulht1D11 QESEhINi[• exhaust pipes lltatilled continuous,td tlsa outside.':- @1tEfU0tI CYP5i11d14Allb0AR0 ao1F(Iraasup� ..� II `' k%IERtafltis111lAtE0lVAtl AsAI1BARIiCR 2,Fliteplacer and Sloven ealnplylitg with Seeftri } R402.4.2 end Seellon R1006 of tllq Reiide'nrtat, TltllifiRt}fOEntiiCEAVEDNFiI nNUVE111 COt10EPIt1nLA1R5EaLV4OSiRAiSGYAIIIPPEEtFLO(NiBANDJQISf - • • - Code rt(Neli'York 5mte,• ru� TICN11Rt'fEREOAlAM1FACTUREO• - „ It402.4.�3tict iseil llgllting,lteceased hirrilnaliea liirslled Fi F LACEASStE 0LY _ ,• : In trio bsltdIrtg theatrel elrvelapt cftoll be sailed to limit air' cake a between catiJttlonea.and'udcondiddred /paces: ", I; I ' RECINCJV,Yi - 1 :I B - :•: Receeied luminaires shell be IC rated and Jribcled es having' an sir lebkaga'tale or aoi greater Thin id chn(0;944 Ua) - - - E Wben fasted In actiordonca.wlth AS CM E263 et a•pfet "All - - -mrc ., + •_ . _ sC 75'Pa) Reaes 'nln naleea --. differentlat of l if p I ,, ,.1. .i R o n ' and ' ' • '' aaket or caulked between the lio n R 0 . . , bit i 13 .. .. ...,' . C I1JUil,{l 'ATTIC 1 i RDN 1oPPlATE I S 81 PIPE : the interior willorcell{o$aavering., y't '� E%Pi10@10�I1N15E1W1T ` S - •ctnrend9Hf3C(Man.. ,• •• .. „ •0LSMaxlmum l'eiteslt016h,Wa 'on' detorp)•The area•tpelglsrad average litdxlmtim jenailydll ,"' ' ' - tradeotft from Section R407 - { r rmitteduetng 13fir' �y_ 7 ,WAlISiW U-ffact� pa hu and S add 0.4D 111 Ctr• .. ,� I - - -•• _.. _._. .-•--•- - •, - . --- ..,_..._...t! - .. R403 shell bo 0.49 In CJl,rlale Za 4 0.75 Ill•: E%P bVoroNJ - .. ZoNea 6 Urough A'fdF vetllcal jenertrarfd►r,abd ,i, . matt hied SEALAt1r Tian I nes 4 Utrotiglt 8[or a]<yttghts:The orin-wets i A@tSEALAf TOPP1hfEElECTfiICN�'Er1ETM l CIlntdra Zo alleslrarlort SHGC, perntlued using' y a . •average.maximum es 1 lhraug(I 3 ' •• Iradeoffe from section in Cllrnate ZaP WhLl51W •elnefibi0.50. ..• iiiC11ONH405' L - e AL 1 Al I'EAIhIEI R . .•SYBTEMt3• EXPAHUIIIC fDAt,! S� Al! i, t SEAL t OF _'s J BE AD,A'elm BE F=-e tit UUI1 .,�'n'n N Cr'Y111•E99•h cal 'to ,Noll t l 3.2 fro Man } R z' I In +oa c Y4•d •, y I Hn 's tin R rb:h /[1r e era •tall. '^'S •A a Ce L ache B. L t e'ro v �l[7 dad for P . 'DRYWA tb i i' era 1 •,. y a P 1 •";El1EiRA lX• � .- TOPPItI t UR EnLAT IGIti11iG �� '�••' RECESS[} •lain. .. , i l •tat' I era ;_� �`�" � .•,rm ` 't Tin e Ut to _'. +' ritnnmbl l , i i t I Piro 1 'dD .0 fi' C t TE14i R Til .. _ •ES A' G �► . . .�.s t C T IN il)i e. Ii � T1N r Y• +D 1V CUMPLIAN t 1 P.`�ESSE I I �'.``: Ci2G stamat Alit SEAL1t•1Cr,AT E' �) . . I: ,line began or coot g 'a �• • 'oilier the r�yr � _ - 3 ,yL , a to he6Hli' - a e-st con'�'•`ltro ang it -I afl fie ca-61 ,. I P differ' r I5U AR1~H#"l aC"I' o alnteln tar , t6m on a ilatl Bcfierent l m a1sTEIR cooling P - 1 E I A IVYS It;Lr a 'I'JItC UNDEI'ts�G1N A S d I ,µ in Y tea.: 1. `u"." s r h �•,� E BEL In ;tp:,. n •� t: KNOWLEDGE, I u C t Y. .. UNDERSIGNED'S� ow n NIr a fftx I'at i � 1i;RS T la =.�' �a UND old F et '<•�` T O��• 'G.., THE BI1n9 t � AT T tam ,; <.'}:, - lb T { N S tTn ,� "�P A 1 Brit , t C •r P .r a Qtt t'A ck t b "� a i Include(lie co abllEly la 1 'tat h I ,•,::- '�;:t :'�° c E� S AND SPECIFICATIONS Ili thesinaa 4 R I' TI .C O ll -:� :i :a.•-•� AND pROF�iSImNAIi JUDGEMENT,THESE P�,aIN . e 'lira- �`�� dote}or �.; + -1 �'� / A 'one I m d A . ,= .� Maintain P. I..i 8ui jri �• at e' o m GrE l 9 • ratil a etsle ill Sy l a tam Y P as RGY CONSERVATION` .� . o than g5 F 'teen I.LO za r� -� - -�� - �! � rasa ILNE , o dl teeter Cenu'dtna a :f. �� C:7 ARE TN`COMPLITANCE WllTlIiTBE G t leg SS F $ ar n o _ cs •,-' b t a, oil .___ , , �. III �, .ei! AT Y m 1'tIC 5 tam °;& �t' .� O e ro ,�' I B E Y a b bmi CODE' NEW 11 j:.. T 'i o tat art t'� •.tom' N CttJC9 Has p B k a CO.S • 9 C.Tire lI1C11 _S: i. ' t2 ) e iel Dint of �, t ,.{'•" ,.s. r`' '-' taaihi tam eratpr p s v er With a 1 $ P •.e,a •a.tc. e ahU,seta, m file .i, t''e t •.s a' em ra P 'ern $,-7 00 d P d 'i •1 2l 8 e, I to n•70 F ) eatef 1 , rt hot Br e n m }� ,s fi:NICRG'If GECITIRA[,NOTE9: r• 1 enter leas ifi6q?B P t ), f'• gel an p c: COMPLY WITH THE LATEST.CODES. .:' x=4 •, . ALL Ct?N�CItWt;I'ION SHALL CO Y �e ad.In •r `E. :}�..1 it 1 mh •e In �'�'•'.,.. .9 Duels.Duets find all liindieri Sliitl b ,- , a Whh Baritone R4D3 3.1 Uttaugh R403.3.T. I, �,'°;' ,�, ', I' / r 2. A.PERMAI•rENIT CEitTIFICATI3 SHALL BE COIvIPI.ETET?BY THE sclera nee u 'T'b=: a li WHERE THE BOiLER t5 LOCATED. iJ' I TABLE R4ai,4.13 :. :'s z' BUILDER AND MtaTJN4l3D ON A WALL a IINB LLAT N•U Df A I'multi ':#�,:`• 8 tATit T 1 [DIN u 1 end T 9ARRIER At •cr UYe S "' AIR `L 403�.1 insulslloo tPree. Ip )• Supply .d;:;b• , ? ' •.�'- RN U SIN A'E7IG TO BE INSULATED WITH. r' R "x:., ,. :` #,a:' arAtunartnrreRlA 3. THES1#PP1�Y,1PcNDRETU D Cl; lid to an R-value of hot leaf+. t es abitl be inBula " Ad `.f''�j e'-' "*"''� `� CL+atpoNEt{t' AR aravuTlairlN { aacfa In a6-FOR CTS LESS THAN . i' .. ;. t HARRIEACRrTtfUA _ AND R R I)U `.I.:::'�: A DIAMETEILS 'R 3 OR aRE TER -8 FO R d r , building .. I'an I ,,ellx ndlain $. a' s II Ula , min 1 b' aDb la b satin I 6 'r _" ,rah acre Inches } Fv`,•..%� ''`t;� 1 idrrf 'nrtR-SFatd � (7, AwnUnuouanrt • c c h ° ' t eta than R-6 for duets ainallar thee 31n h t l? .'� , . and no 1 t:' i,,: .�.s �'" •::� .,;:' , an'atapa. Alr• meabie►niel&tlontlullnotbcciedna 3 iNTSIAk�tE'll•ER. . orUani- ', :_:, :<'..= eto ea,ttldneoinlatmattilt, star.Supply end retltm ducts In outer p, ' dram Y `,'Y Qeneral r'uGerbenb tludldt m min In PP ? :.. '' :: w .) .. s?�m4;�: � {:., ,• .., Theagterlarthamalanv Pa atedal. . ;l :; �'.�: •1. DU.t7'1'S,AIR HIANDLEItS AND FTLTI�R BOXES TO.BE SEALED. d insulated o hot less then R•b barrier. ra ° Uto bufldln'shall b ) of & PIPIN .Vil s- . ¢ ird. 3 WStJLAZE{Ivi1£+CHANIGAI.SYSTEM G ITH M#N,.R 3, aria 3 Incttb Q6 min)to dlemetl r and iiot less than R�1,2 barrier ah n be aw axa.a.�iY.�• ���" � � Breaks or Jolnn n cited b min In dlordetei: j.' . triallrx the 31n (7 .) Thealrbsrerarin anq dr ed Ise1Rn}t m saifOt►hol►be 6, AIR BARI;CER':AND THERMAL HARR1hIL^A COA}TINUOUS AM BARRIER rardlicls s oopppp t alti 5 e Dr•Itl' ODd'Sheslhh 5eiilits alld 1o'nts .R n With ula InsblrI ore and any gips lit$thpair era' a aenln ,ems ehari be J�f1T}tE BUILDfNG t3NVBLOPE, BREAKS , `rtltina theteoF torsted,coar'', EAUNG 1 EXt rl__ _ Ig- i g;d ,lad. The inanbdon to any PPa .V. . SHALL BR INSTALLED IN THE E 1SxcFpllorii Ducts o pd �':• - 6 abriftdfn therruifaovalo a. - '"�-Q Cetnns/aisle barNrr shall baa¢ Idtet Insli the a_ P :i ' dlgnedwlthlhea/rbarrrer. P y - ,,1. ,1ernSa o anfnga,drop down Stiln or knee sand doors ro ' • , . . edawe aceaabnnboSatedl. AND/OR.Jt:IW1TS IN SAID AIRBAA>l�RR1EATOEE SEALED. INanddfo' .Uucje it;hendiert. _ pp R403 3.2 Sealing( ty). ,ncondF:an spaces , .•IHYI• ., , ,• Guides wtlhfn eomen apd headers of frame walla - a hell'' '• and Beam a "'.:, cavit ca shell be,heeled,]plate 7. WINDOW, SimilORT§AND DOORS-ANY SPACE BETWEEN WINDOW ind'litttr box ?Hho-A,t$ shall com letetynllingthe Y e ftochisnlcal Cade. New lurk _ mafptt� y t with ellher the wllh a malcrlal having a ,Amer rraUunce ,win ;�=. Tbelunetlon rl the fliundrd_n add rin plolo andl6e Steeled, AND/OR L fl0)R JAMBS AND F''RAMINC3 TO 13B SEALED. comply is a or Use Naty:. dahtlal Code New.York s f, r' Sire or Rlrl � y� ,r fel¢and the to of rmrrtor fret Sfa, � f ,i.=--••�•' Walls 1ba)unetian of din"P P � R•vnlue,of not lea than R•31ier inch. • , .•+ ':,:; ' ,� , „wr •,,. =:_ .. 1.1st aha11 bo Seated.• e !f _lnvs}sltoniacfrivaed watts. . S. SHAFTS-'DU(CT SHAFTS(TJ'T'II.17'Y PENETRATIONS OPENWQ TO THE HXTERIOR York Clry Cattitrucrlan Code,,eP applicahia. t {-:�~ r--'f ' ? Qh . -./' '•^ I Krieaivdiidut[briael'hai. . RrIL.d4*blhxm,dsttYa M OR UNCOI'•iDItTIONEU SPACE'1'O BE SEALED,'•' .' .•: F &hall a Inttallyd In Sub t, lute oust f,i vanuelednlor dr. P >� i ` enndnunuS rligornent wluf Ihaafrberrfer. 9. GARA©E.iEP;ARATION-INST D SPACES. LINQ BETWEEN THE GARAGE e' ;,• ; ST'ACE ANb ANY CONDITIONS Ir•!tn'ermc8bla a rtr' toiim'producie shalt'b ;} •, Urtr%a CnVhaJ,olueli a, l 1.A P P Y .v r u mid domS The space between fiaminaa and tkyllgghie,atnd the Jemba I additional joint ! Y pepinadiywnet¢pat} -.r, t nkot toltiAatoto h Ylmlowa,ikylfgl, nlwln,towaenddoaraShdibeseated iAfiLER4a2it:. ,.. Ill. RECESS#.DLIt3TjTINCit,-RECE$SEDI.ICiIITINGI'IXfURESTEIA')'AREITISTALLED permitted lobe applied f ) 1 r ' t : N ry1 Wwalfdrywa i ,' t , delhaatrborrlta RlmJbituahellbelrahleted, jNYJ seals. ' Y' ' 10 aah,k, e^ttk14, 1 ry Rim afita Rim JoISG tho11 itteFn '�-6s r to J INSULATION AND FENESTRATiDH Rt;DUIREMCt1T8 BY CDM ONENI'' • ,t tr I •� PE TO BE AIR TFQHT,-IC RATED AND . •u.t t , i el be Irutnlled 10 BB IlA- a e [l�!'1'FIE Pl1ILDINt7 TIIEltMAL• )3TIVELO la l¢p plate as ar sr':•'" i tb i klac!' ued or anhata ' 6 ' A•i t Y • atAYna FEOaA SPACE' dash hevlti a Stada rbiquto classl(IC4 D;y gip i7nu e!,{t d v Floor rramin Wulf Inrubtlon h I 2. F'ar. B P 1> , malnuld ctmonrnt edntael wllh the undeielda of WOOD ua sPJ&ENT' u SEALED TO THE DRYWALL.'' t SOQ Pe I rtr ,Mkntnthn Pq L d 2!rich of water.colum 1 { ) p b'#r cwaa pp eualATH FatrtstnatloN stcYuatti etULINO C80 than eR lsp SnbRooricckln AI}unttivaly,OooiGnmtng ZollH, VFAc►on• rRPAOTOR tr1ESTR4TlON ayALUe FnAtIEWALL WAl! RYALUB wall VALUE WALL f 1 I i t' 1 1 tide sNQC, {{y11LU6 Q-YALUE' RVAEUE ADEPTIi -,R,VALU r s• 'a l not It h (led-. and,61 •efts ail ..I' _ l o al elbsure t atatni ah 11 qt! & !o. ' aril 1 d Y , 'i Flama, and flog eonlllavered a t Ttie air barifrr andl be lapelled at arty aaptoied ad je of lavhy Inrubllan atrbtl ba In eontasx w Ih iha '2 � + 3 g; 13 , sad ' .';. .. `or'eenled o 'Is , , 'd aeittif 1.1a-�- poma,and0onnotmvn ofahceddn,mranrrnrausrntrdadoninsullr�on q Si✓Lr U'I'HEIr.t11HiSIGAL,lIs1G,NOT>CS/1,I'rb DETAILS THi5I1RA.WING. for ebnUnuousty welded joints r :n� peatairad glue¢ --^ t'Y0 " a,o earths_• {r anger tnsubtlon,, l - , °. aamt of other than.the" bee ^_ ----- "IP.! I e olnts end t o bd tb"!Into y t e bottom to Iho I of all prAimaler floor loddli YP of bob t P. i froemthebotomto floor . B Q b d 'eeLebCf i °? 03 R 5 ar 3+ 0 3 r ,k D la ton 0 � b crt O es em �r•'-0c n m .t k t Gam! bu P end -. .,ck t e a •j°I'a•# YP a n :i' d f a0 V4i e 1 S . !'• ,poltedt•p!1 i of „al,nt{„rta#x.lrijt pia ... .. ,:i , ,td p #:si 0.2a OSS D rev ty 9fl1 3 - f97T9 10, ft ;. tit +. dad last of O I on _ h '$' � eon whoa taut ed o sub Cra t ',ice Insulation. P eve• algal t �t• - Il be eavued w .c andleri e[itll b ea .. . . , '{' F�I.ING''DUCTWDQK 1DIN vented crawl a aces that " Sealed air handler.A)ch A R S r Jt4D33 21 Hspaaed earth to tin P sp marrcrtu attached to t� •. •(' Doe lnsuUtlan shall be pet Y r t !lr :•: a mretetda with ovule [ag orals 0 r NR•Not Requhed. r teaks a of hot is a whh s Cass t r P P P 1 e•ufictnrer a destgnittan'for an B , Gewt iporAs iveth •r a m h .r'6shrtril dlawallt. 'lean tam p Duct Mime UL-i9I1' iI 7'a e:1Dl• 1.g d,m. e �- S nboi 1F• u ed, par tt:!root-3v otv rats wh n A p P Y k.' P t The e dui n aria r., e ell[of the kd In a asrl } fckrmtr o titan 2 percent B I _ i ums a tnsubdan la Inrull 7 I I 1 a del to rh .._._. reeler P � n rr an SIIflC era mar m whu l I aria U rail $ r Flo S ae at t ku,h,,the the iri last are min m 4 u, i • .•i '1 m tN t .. . . a,R•we � .. 'In _ e hmRr . en I o utd[lu a errs I t ulltt I ab cis ed ble... i t N. o h 3. Oust P 19 t) Y a urn I2A8 -rot Wlfh ASH . . ._ Iw than the R - . accordance. h rt alnrubdonslullbaru,l P ed InalledR•ra ho h n t !r _ bt on Iho a to 1 e4I 'asz&hall b In •d d Id armed s or rxa'r u .Jr'�auik aril,m ijUl to tat P C in e J.o n and r,eatta 'pad P o b f U'rN �>tin ,' lillant, 'natratrani p t ag ..f# Id !K u aludea sk 11 hu.Th t10C wlumn tpptlu is ell g on. ,. U•iteror m1 r,m ea Y e ba TSB• et1 1104 -•L•••. � hall b &fen m dal C(B a .Th plan a edbase ) _ t Seatt _a o o v 1 fiat ea f1 Info a u:rf ! wa I.D { rY d i 3 a11a,t on the In rt ord mrnt '+' 4033.3 g !o c home afkol crib r a 'elm h _'R P ores I e m I' a oawtb nlecl t nuow I n r111! I ut R D'cisn I bee 1 o eanS ..u al! 3"m w- t a 1 p env d a N '',`•oils of ..lti •ed narrow _ii a .I e f attar In e an I I I b Hautoba e v a 1 rem _'e # eak I e waI.A1 !e In a f t nd nests the to I bti 1 Yr .-.._...et 4 ood r t-of the e,aent .. ..rtrl at h In t _ .._o d Y e e ar'R•t - - . ed t B am a sal a&tu rth h q r ( I fora die I!' o et v anon in n ed aU u us:u 1 a u }] as II a i:• e I Ins 1 a h •17 n n �--�filled,. O d n i l R'eau 11 0 moan+b 11 c evdarb "1! 9"'i f o I_ d o si ed plea, w ...4 r la at toraitn use• 'd t tih D I of'uA,a tv rt fi n er m a4 itll A cill t ��' �'•.D C off plus R•! m o e l I w cant n ,don n h ma arm � 'i^r+'-"•!'__�.� r e(Ihe buemeat i none If 1 1 °r u1a od the Imldl¢ P Y tYN avlt 1 doh .- a table be -13 a m �r.'.i: •lhoda: env 1 hall R �•• T'-'7" In me ; }gyp e o Tole. 1 n Sall cnnfomatoth prneawlth"Is119"s ,Y �. ......._ .:�..._, - B a ate dot ogh teal 1 pp - .,'." .peaheled la 1 p d 11u .D a _ -_ ,9 Na,nuYeSvilleS Ih&tonlnilSllato re y comp s. • d with ee.• nr1la .�be m I Ina el sake G Shell - Y ad eaiad In C" •• o h-in test: ol I g � •,t �railrsereairsedrlddgll�'plsWaiedat , $ oYa1 fl lfrrvefeiY be melded ondeclhe fait staff arci df o tuarrd crab U add111oa le the iegab stab raga tnmltl me i4•nelur fat thbL a(aril , 5 Pi a aroaB- + t li. otiPW at_ '_7 Cer dR:Slnsutadontl,all p , a. Z ) Slab. E cowl n !1 '+. cis b! he s1 0.!1 extend f(atnll Of •f I be required m rcdi B •. I vice a mneaad• ahroadstabtsholt$ol r rcatU , , M a tool ed bat n U, g a - edge Mmletlon f q P r s to n ! Ira IsRlolit' AIr realm allnll b able The alsh a .�:' xlw 'tr, 'rhhe[ePorlost 1 P the a stem,including the manutecluret t sir handler•• A ---�1I - I pe t Y Oaloteiepaetl,m iondidoned.... I e isler8 c Wlldln re If lnslntled St the lime of the ter.R g, I,' : one ago , w ndowa 11 ht 0aturra htdaflcd In the buUdllna Ihem,al• Reeeseed light 0ataet lestellcd In th t E};paired. a test. __._T. u aisle of! , • can pavated[too}s,aeeand•ttary bump outs,and bay 1 Rrdnpred g • or bthenvlso healed during the t 'Cot , be(aped <• Rnrisaed tlghdnt Sealed to Iho 0n1&hed ttattscc. .' thumd envelope Shall be air right had IC rated g ry pro shall b p .. em'rlape shall be g.AIlemsdrely,Inlylydoe mRlcfmt t¢NI the fatale earl and providing red ksa W,uifwn4 p on uaml la "13+5"meta R-f3 eSv1 lrtlon lug R•! r , tt aalnrior a1n era another eras In tlsa hams that piton recta prtper err sealing.' elation cfittt he cat neat! to P ' ��'• P �� F� -, 'ea=( e _ !a aurlo trait,ban ins h.Tl:a fhu value U e&rlty laiolauon,iha ueoed wfue h eontlnuwa Inmtatloa.Ttlue Lj ' •, .•, 'ea a a ahstl•llt:m .. a o Talaaaalad r � rl - ��� •, cllon art:Total t k uih d fued or i r y sconsW ( B Sao 4 , iv ood h m nsvlalloa Thal ulsJoa.. C '.•,' ,fro! a q II d whh InnitaUo ttfi rum In 1 uotn Ins � "r•' our allot muat.ba ll e P 9 ,;' t alouad turtle and p tr eantrn e fl tY 0 o a thantuS will. ��•• , ,w pp o Yh Tram IelhenhalfolDieMRledaalr nthelnlefo o! +�atubiv r d •'alai Iles h [ t ch w. . t i a S' n Y In d d' 'ri �02 7L3 ua 0.1 Ipl i ._., 'sea tncb with donA .Th Y+e t" a o e ebl d wl rPP tr A i al f B � ba m P o v II e r fare, $ '. ,,attars dlff . . ha o S R d aa onto meta r beta •iUl li 'nT I d i n 6Sd11 e r P nwdlahSO / Bared iv i s<a , a nstalltit err a P rs eoUllp� tf e► ant en�and rn an Y !.M _ b... 0 ..-1�•i tt1e11 11 a shin lotgl'taucl n "lire URd gld Pluntt l whirl GJ 4 Lr:wet I r Y a) a a- f N Q i "l. I lariat r o r a In t e tt: n _.tit m tT n ... � aril t end w ri n• t d t e' cl 1<• ,11n I a d behln .._at n o ba lR Pro a .... ••-•,- e enure a I ea P ill r that! P �G O. aaa as sled n.�.�' Pi)Set Y ... ,Ihnd nt rid of k P ._._ CT'. .' '2s P} •�•'. 'rnt6 ra u p. $ -... -- � 1 •IE 'CHITS , { 'Ht111tint p 91 .. .. all bs.- the n6or.the Intel and extellai STlaething heeds to be sealed • u e retard Bh , ,r. TABLE aozi e e nc os ro.R n 1i a •R � � � 4 ondl r e ! .. I,' `kin' s all•It g n tail IN VI C N R� R 'urer n t� �Y p a R Sal k In(r is'u n, a m_ ,I I l a�••- b•�� 'f rd gars t �rT uliii'r-li • a q ,l - t }}pp i botiv 'nlldvt obfrsl„iuldlmm o bnrrlrrtnrtalledelexterlarua1J ,l "i1"a'd'aeaniToifrawaaiin r • - •'•• l 'P' ha Irarnlnp adtlei.Blocking Pa i The Ir Sur,a'rC'a r 1 e td durin the lest at t _ _ , the� is reel B i i a tom the _ or o I' a eta h watt G rt5 e T 'RS v s' shall - u rD L£H -FAC G ,• •i •I a :eautva T ARCHITICCTURALDES[ N,�• ��':� :�'• pW its 1 i r uvtli I o ■p .• nsulatad,• is Sfifw•uhnls on a tartar P s weu and tub { 1 - , � � n IF, nitla'vir end Ilia' r •� , t hr1Yd '1 t erbetwde IIeh i E "•9RHEAENT-- :'CFIAWE , i liulh+ H S i r1aF,t e r be rl FRq a v, Vxd vli tP COrial r' iht 1 e M "aWAll o S- 8 , v , . . erorlob. as FI, on_ '�• QRlcTEBIQIsi to how Ili� H'�#t•I sulafioit i aada�• ., �• TIO}I SKYLIGHT Gt?Ila L I T t n' 1n th _ i' '► PEHP,aTRn WALE sphceWAt 1 .•• .. c 1 system 1 CLIatATH ,vYALl... , ail a e l rtrrr..eih B •fa I P ,iry i' In fde n 3.4 M P S n 'u , ul¢l ors•40 Yt bra ' h nl d s c as ins U ACT u an.R I• d,u 'HVI, sulk d `pt: Cnnth uaue s o I 9, g u a f fACT I -al to - 1 trot Slte d+t 4 !, :1)b dbh a of llte hoilee. testrle and ufACTOR U•FACTOn •PACT A n nutria� ). nt s a l `� t �• crow 1 ' b �s✓. 7Tuafrbnrrlrrahettbalnrlalledbehlade U ZONe. -f/-FACTOn UfAOTaR U•FA i LAhjhJll,ltallttlJl=VELCl1'MEhi'I'' ••:l _. a stein 1 #n capable f carrying Mocha a• P ' h Y PP g P 6 ! at ..M ''u4�1' i ribs •r y ro' un eh stt�'q� r11 i d n II1 n r n rlcnll hanebox on trio es edboau � t[ , r1) ° ku iYth,ado 1 aria, oak Wt0 Pt T II Iaatr ° R t 1u 0 ! 1 adthtn ,should Cover the under i g of the C r 1 ve a Elect p onnnunlcalton box Anemcslvety,sir s 1 ;R " a than F 13 C)ehAT_I,be� � I'd , �� ,. ,, !� . sh B � �' tcrthonl05F(4.leG7artee 4 _ Illnelapnte• c 'err cabal t . .rt•�: uadit • 0.32 . O.sJ D.026 O,a64 0.a9B 0.041 r' "0.039 ' O.D65 1 R1:SIDENTIAE-GOIMMERCIAL'�INpl19'tRlAL . ggnreee sn �3 t � " tit,•.• bli feared etllie edger v,1Ut caul}[. Shell belrutalled.; . . 4 2 OSS""' t+ .•. �'� ' • Clared tp on R-vRlue of Hal rase th R , - , e to. 0.30 0.55 0.026. 0.06a OA9 0.033 Q.DSD R elf-• QN A1/ENUE + ► b mt+taunfad over 40 pis4N J,,,, g q T 1fYA supply had,alum regular bade that n ua S gb Rll�lth�ltl Q ,' r. P. k _ zo s.a��t�xs B•• ear• p 00 s eu hen i R 066 0.05 �t # 't Iho tub 0. a J ,'•�In . .a• v' .1,a, a 1 e tented o O.a33_ 0.05 l i I, Gael t rr ra s c °tr v r ,allb . 4 F"I ter' Eninialion.PI PB n t � P. 0.55 D. 26 (P 1 It4a3.4.2 krotectlan o p P g P taro rid o4oi and p ch r _, , fist ,'.Qtp (Galt {i r i�.n. rfpaiatl.ntoehondarTr:lbrtl,t r „Pa N,, � bur hi rhrrmairn ern al . P.l gg J a FIVACre Iftarfwou g atria 'ens 0,3a' U 00 5 g $,AMITYt/� , •+' i acted from daina e, , Dk a 1 aU,, e 6 E all lie tot B o t.• ta•a+r•r wralu t P. tinted b shin booE O Q I..I..II! N .s Ida fit atria hi weetli f eh p ,'enentadanl nett 0 ,rrpneaverintar r � �� EW YORIK 11701 :� � � f P• ntadro aolb Helesohededeonp 4 '' W E 1 I aifadeEmAono IP . . .' ul m n e ni ah nceated a u 1nkleiuhdl �� O ,g ,g •' all h fllatalU}C' 1' �'. N1 „ •^•- a,Nas+tanenrattanUJarlerr,hellbeabmineditommeda4ment,ufeulalloneranapproL•ertmnree. �• Idaludln that caused by aP g.t.. , eq P aa'noladora&rant . �) $ t' a hm• ern T Y - ,, W hue regvhed to ba aaated,a !1t / , a ... p' a b.MauwaUsshtllbefnaecmdancawllhSeetlonR4D2]S.WhaetnoreulmhaUUlalmubttonbontfielalsdm,d,atrulwallU•r&Cilirtafigndelaiwada,aBt <C• (g81)6fJ't riot I - .« the ea'idd wind: The, roleetion shell provide :: r llov rotor, ,r, _. _ ..... ... - _.. malnlenan P °: :.� only be a:alad to a manner that is reapmrmctufed by • _ nnurodvru,Caulking m other adh'ulval sdlnnlr'halt 1n CfimeraZona 4 aeept Mrt{na,0.D6S 1p 111mnte Zot$e S and M,d1na<,Sad D.OST In QI1nMa Zone fi, 1 err 'Ii,C �,�, •�Au44.G4*g• ' aria raddUon' -- _ - Coucealedpprh,klera nt t on radallne$b F1'uraR301.InIdTobleR3D1.ItUskbuamentw'a11U•fnuafthatlholeseeedtll6D: tv �I Ie.r; I I�A�ayl y. I� }, Y YYIIr :•. ettic#ding treat solar ridiellari Una[can cause B _ R roz-4.1 liulldrilp illarnixt•rrvelope _ _t-_ fill be used to rill voids between tit*sprlmlcler lover l• led tl e11t a lnw°rm•humldhseid r Y a attar. dhesivetk' shall TeFjrraF BaiY'ipr AII`gl ,T a or In -of mil A Pe A�1 1313rrler'8a1C1 TI F rite blifIr hilt',lharn,al envelop&shall comply wllh Sections R402.4.1.1 atid R402,4.1.2.The seatlny plates ai ivalb ccl} gs. S Service hat T.Ii 9patems:Energy eorteervddon• - :R903 r aq nretlfads(tefweab dlsshi,ftar►nalerl6ls shah a1►ot0(ordlfferenrlal nkponsfgrr and cortlracrlart. 'maaaUfCa rora4arvlaII hat wale[tyBtetgB shalt be In eeebrdahCe'.' Saulcr iruRJb, ScFance�,Corii°r tf - , _.. • .I'- EitvelojTR P,ir Bevllr,g ,.1.,- •^-••:-' _ -•�=--:--_••-•' I?4nfti.IthourbR4033A. t