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430 WEST SHORE DRHVE
TOWN OF SOLI T HOLD 9 NEW YORK 111197 a
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GENEML FLASHING AND CAULKING NOTES
GENERAL NOTES PROVIDE METAL
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HIDDEN LEAD COATED UPPER FWSING WHERE THS
OF PROVIDEHIDDEN
UN Nailing Schedule for Lateral and Shear
SKYLISHTS AND WHERE SIDES IF MIF MEET
ALL EmHL"IIN SX.VLUNFIRMT•THE OFNY1.NEW YORK SUIEFew CODE OF
WarAlfNPLUILDING BINGGNE EFFECTIVE DECEMBER 24 CODE FUER INCLUDES BUT NOT LIMITED VE RTIC M SURFACESRS METALFWNINS SHALL PROVIDE
CUP OATED COPMR MINIMUMEDGES AT ALL
THE RNFUFEDGES NFASUGL WEBOARS AND TIWEG UILDIN• ODE RESIDENTIALEUWINTMN COME ILDING ONEWYORK IFN ,NCODESNN•GIECEDECORE.DRAWINGS AND
CNE FUELGORPORA MPER MµUFn�DOWS,ROMSM a SPECIFICATIONS ONVNE LEADPROI EMME" PEWE{ATS UNDER ALL RNFUGESKS AFM AIME \MMSANI Connection requirements
EXISTING NHERTLNEµIFltMEM1NMAINTAING GNEKNEWY•RK SPADE ALL CNEssXRL SURERLGEiH IMWINGSAN1511RUEINCIRNMTEIIMITIE OVER ALL WIMIWS,M•RSAN•IAENING IRTHEIR iIVMS RRNNENGEREI METAL RENS UNDER RLEXtERIIR NIRS ALLFWXIXG 151£AI C•ATGUPPER
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MEREFF NCECTANYAR•UTwzEI AMERICAN FOREST&PAPER ASSOCIATION w•N FMME CONSTRUCTION MANUAL FOR ONE AND MO EMILY IWELLNM Rx1 E•mN GENEMLWALLI•MYNTEs BASED ON TABLE 3.10E THE WFCM 2001 EDITION
,RESLNRNEµ1 ENGINEERED METHODS THE S,ECIFICATIIW,TABLES AND DETAILS SHALL BE RMT IF PIE IMWINGS WHETHER THEY ARE INDICTED IN THE MASS OR NOT
PROVIDE 1,7 all WALL•IMI TO ALLMMIUSµ1 CEILING UNLESS NO%DgP ERWI5E PROVIDE aN'MOISTURE RESISTANT GYPSUM WALL DNRD AT ALL BATHROOMS
ACCEPTANCEµDNR USE OF THESE DOCUMENTS BY THE LAMER IS ACKNOWLEDGEMENT N THE OWNER THAT THE DOCUMENT{AI@ DORIC IN NATURE,µD HE OR HIS AND I"CEMENTN lNRLWETMEAG
CONTRACTORS HAVE THE EXPERTISE AN E ERIENCE TO PRFMM ALL OF THE WORK MSNi EI PSE ARCHITECT HAS NOT BEEN MTAINED TO PERFORM DESIGN ALL IIPMOUNDHALL SUA WAMOUND SRECEIVE ME COAT IF TMEµO THREE COATS WE SPACKLE MINIMUM ALL WALLS, CEILINGS DEG41, µKU{EGTO NUM\FJ11F MAIL SPACING
ERVICES FOR ANY MECHANICAL,ELECTRICAL,PLUMING µI SANITAMINSTWS RECEIVE TILE OR STONE WALL BE SET ON 518-CEMENT ROAN DESCRIPTION COMMON NAILS
IT IS TIE SOLE RESPONSIBILITY BE THE USER F THESE DOCUMENTS TO I\TMN ALL THE VALID PERMITS FROM ALL AGENCIES MNNWURIGSILTON, PRIOR PROVIDE ONE LAY&IF APPROVED"'FIRE MTED GYPSUM WALL BOARD AT ALL WALLS Me CEILINGS N ALL GAM•ESMO RNMEENCLNING HEAT MNUCINI
TO STARTINGµY WORK f W UMENT PROVIDE ONE LAVER OF MTIVED&Y FIVE RATED all WALL BOARO AT ALL INTERIOR HOUSE WALLS GMMN TO GARAGES PROVIDE ONE LAYER OF ROOF GRJNG
M APPROVED FIVE RREB GYPSUM WALL BOOKS OVER ALL HEAT MODUCMO EQUIPMENT AT ALL UNFINISHEDµ1 MEN IMEMFNTS TO EXTEND 38 INCHES PMT
THE ARCHITECT IS NOT RESPONSIBLE FOR WOK PERFORMED IN ASSOCIATION WITH THESE NCUMEMG UNLESS ME OWNER HAS*DIMMED ALL PERMITS FROM RL ALL HEAT PRODUCING EQUIPMENT
AUTHORITIES HAVING JURISDICTION INCLUDING TOWN. COUNTY.STATE MRFEMRAL AUTHORITIES INCLUDING,BIR NOT LIMITES TO, BUILDING PERMIT HISTORIC DISTRICT RARER TO TIP PARIS TO NAILED) HB fill RAFTER
PERMIT. ERMRJLAN I NG AND ONIN G AMRNR,TOWN MD STATE E NNRNMENTR APPROVALS,MID SUFFOLK(NO NTY B EPMTM ENT OF H ERTH YWITARY N MOOR GENERAL STAIR NOTE W
M E ARCHITECT HAS NOT BEEN MEN NED TO PER FORM SE RVICEG FOR TO E CONSTRUCTION PHASE OF THIS PROJECT THE ARCHITECT IS NOT RESPONSNLE G RµY ALL DES]GN CM STRUalON AND I NGTAWIDN M ALL STAIRS SHALL BE THE SOLE RESPONSIBILITY O F M E iTAI K COMMCTOR ALL STAIRS SHALL I E IN ACCORDANCE CEILING JOISTS TO TM PLATE FOE MAI LED) HI EACH JOIST ['
CHMOES IN THE WORK NOT IN GNFMMMCE WITH THE IICU MENTS ON LESS IRECTED BVI"E ARCHITECT IN CERTI FI ED No TTEN MOM DRAM FOM WITH R31 OF TIE 21 It RESIDENTIAL CODE M N EW YORK STATE ALL FUSERS ARE CLONED UNLESS N RED DTH Fell MINIMUM XEVRINA AT STAIRS isa+a AS PER CEILING JNGTG TO PARALLEL RAFTERS(FACE NAILED) SOY EACH LAP ✓you
REMIT)I R311 BE THE RES11i LORE OF NEW YOM STATE
MAX RISER-I" CEILING JOISTS W OVER PARTITIONS FACE NAILED) SAY EACH UP
ALL PLUMBING, AND FUEL GAS WORK SHALL CGNl TO THE 2111 PLUMBING CNE,MECHANICAL CNE AND FUEL GAG CODE M NEW YORK STATE AND ALL MIN TREAR II NICE)
LLMAX NOSE 1114- MACE NAILN1 LOCAL AM FEDERAL CODES MIN HAVING JURISDICTION PLUMPING WORK WALL PERFORMED BYA LICENSED AND INSURED PLUMBING MIN Ni 1i'
CONTRACTOR CILIARTIESTIEACH PATTER l EACH SIE l 1
1�1
MAX NNEida 111 G" (^1
ALLCM'TMLTORS SHALL OF LICENSED AND INSUal RGUIRENY LOCAL AM STATE GOVERNMENT LLOMING TO RAFTER (TOE"LED) 3AI EACH END
GENERAL HµIMILµD WAN NOTES RIM BOARD TO RAFTER I
ALL ELECTRICALWORKELECTRICAL
LBE PE010 RFORMED
MYALUWED NEW INSRK URED ELEAND ALL LOCALµDFEDEMLCNESµNEIVII[EMEMS HAVING VALLEY OR
LED) AIDS EACH END
JURISDICTION RLELECTRICAL QUIRK SHALL BE PERFMA£NYALICEN,EDAND INSURED ELECTRICIAN UNTMCTOR :LDESIGN"SHLLBE IN CT MEWIT INSTALLATION AND 8312 OMILSµ0GUME{GNALLDEOF NEW
ERRK STATE
V CTh E RAI L LEAN
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TED IN THEIRAWIMi.VERIFY ALL WORK MLDIMEN SIOHU WITH THE MCH SECT BEFORE ME STMT OFRAI L53YADW ON OPEN
SIMS IF
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RAFTERS TO RISE.VALLEY OR HIP NAILED O
OF MEVNRRBNRSLRETIEIMWINGS FOR DIMENIIOH\ ^RNIOEJACENT LGNORE"SIOENF RLS UNLESS STEPS HAVING TWO ORMMERNEIIS PROVIDE XµIMILSAMGWRN AT AL MEry MEA& ll"ORHIGHER 1 3AY EACH RAFTER T \
NVRALGLA IN FLOODS EMERNR BMDE UNLESS NIlE11T1ERWI,E \J
ME CONTRACTOR SHAM BE RESPONSIBLE GRVERIFICATMMALL LNIITIMGµ1IIMENSIBNSWITH THE MCNITELT GIMTITHE aTMTGF DHE WORK y�
GENERAL GLARING NOTES //"(.
XECONTRACTOR SHALL MATCH EXISTING CBXBITOXSMTHEY RELATE TO ALL MATERIALS MECNMIGL ELECTRICAL &UM{I .FIN Nn[s. HElcxisALIGNMENT WA
LLFMMING
NMEMION{UNLESS INDICATED OTHERWISE � 1�
ALL EXTERIORGLRG MEWIND RE ION aLLH 5
1 THEE SENNB GUST WINO REIN WITHIN ONE MILE IF TNR MEAN MI•H WATER LINES IN ALL AREAS OF IN
MESIDI EGNOOUST FNMYOR REGION SHALL UNLESS MEET THE REQUIREMENTS RME TIGH TO Sol
TEST BF MTME1yGµDMAiIMELNµDR3N IFTHE 2N1 TMPLATETITM PLATE(FACE NAILED) ?1Y MTE1 PER GOT
ALL THE
RIEMNUCTSSHALL W MATERIAL
PRODUCT THELME NEWµD FSPECIFICATIONSEMGOINSTRLFJ AS PERTXE MANUFACTURERS SPECIFICATIONS ALL IMI & CODE THEOUIMEWSOF all
OF OTHERWISE RES111 EPTN"D 311212
AM iXE INDUSTRIES REST PMCTILEG,ALL MATERIALµIPRNVRSSHALL IE NEW ANN FREEGN tMIME ALLGLAyNG SHALL MEETTHERENIIIEMEMSIF R3Y IFTME4NIRESNEMIR CODE IF NEWYORK STATE TOP MATE ATINTENECTINi(FACE NAILED) HII NIST-MCH GIDE �/�, i�7'YJ•
ALL NNSTRUCTION SHALL GELEVEL, RUMS AND TRUE UNLESS INDICATED STHMMSE ALL MIJSTRURIN SHALL BE TO THE LINES ANDDIMENSINS SHOWN UNLESS GENERAL EMERGENCYESWE AND RESCUE NOTE STUB TO STS,IFALE NAILED) 2-1Y 2CN CENTER ki O P�
INDICATED OTHERWISE u
MIS1 Em MNrture required Immmx,k won MbYNG mA an I I F'TY'
wGanry aAya yIn ryayPnl Nxn Wil llmttbMmuPnYb nnnpncPnbrtua aRanlM Such gnlM atoll yan HEADER TO HEADER(FACE NAILED
THE MCNIIER FOR
WEOT GYNNGIOIEFM GNSTRURAMS IN NTNWTH THEW OR SEQUENCES MBCEONM$SNORI NG BRACING.ONTRATORT SAILUR TO"FFE bid
dshalnmaoUmail In NImIkoo ONof Me
N[ammaalmar 14 NamxnNawlR ao RA far ANN na a@IIIh [[nxlN than In theins eplN lxm. ) 1Y 1G'OC ALONGEDGES
THMERNMFCRRDANCE REGUTNMµIPMGMMG IN CATIONCONNECTIONWITH TEUISRKANOHEISNOT REseACT& E OR THE KOKU NlagIn BY THE CONTRACTOR
YNrRxIme m,Nmr4M Inhalq aNaaal{,a Nannv,i WnmmNNxlrya ,mp m[nnm nq maeIMnd realsei" Mill MllMiall a than 44 wd, Nrva4e TMµD BOTTOM RATE TO STUN 2-ll1 II F1, 11 vJ P^1
THE MGM I SUBCONNCEWITH RSORW RAWINGS AND MECINGTHE TNEMCXITELi IS MTRE5PM5IOLE FM ACTT OF ERM&IR OMNSIN BVTXEUMMLTOR SR (Incl WM1oaAynMlMSmnlfareal 103The ww, NNxnbnuM.YnMn xrwxmamaryanryxcaeandlxaMPmiM aMRPrM1MwI1M1aYulkM1xi mndmwo 1uIMnN Imu wa 1 EACH STM
MY ON HIS SUBCONTRACTORS SRAfiYPERSONS PERGNIXGTHE WBRR the'lancl"umehe,lnPh' "and R3lNTSatsY afl ,mG LmaMvh,lwim 4OIMWnahal led wari'InNtyeamlmY *WnOn lInaarymry ammilxmlyanlq/Nm
iMmNn Esala mem aRmillhamlM[wNaTlmai 2111 OH,A MY alrry NON or mulNUM aMsNm[Micwait NMnawlnlm'vMllnaxnlmywlM Ytlbn M112 TIP ANNOTTIM PLATE TO iPl1 ].tY(,['aIIM L'N2Y) EACH STUD
THE MLHITAN a USER SHE TEEN RETAINGµIISNR RESPONSIBLE FOR THE OBSERVATION OF QUIRK UNLESS YECIFIC&LYMREEDTGIN WRITING BY Emergency xxp am Naua HGPRT shallMb SPA
Idany MPURNOTES ,xYGpLlnxunNx Man[NquYl[wry r^ O
NE
ALL CONSTRUCTION INCLUDING AJL Hi RUMIING, ELECTRIC.LL MI SPECIAL SYSTEM SHALL MEET THE REQUIREMENTS OF ME 2111 NEW YOM STATE ENERVCDE SaEOREiD NPALCOEMNEWVIR%SPATE PRwE1E APR ROVED MITECTnR BARRIERSµ1MMIVEI 0SUM TOP PLATE
0 INCHES
OFFSET 2.1YN NOTE PER FORT VI
ITEC A USERMTXEGEN IRON RATE L�y1l
ALL CONSTRUCTION • • TEMINIMUM M INCHED OFFSET ones T
MITME RGUIREMEMi IF THE IIEa CHECK REPORT OF T1E5E1MWINGG ALL MESIDNTPNLG HOT N PPxl
O U MR AtAL BE EI WITH BMRIERGMPERMPEMIXGIF THE COWINASHEADEN TO
LAPPED O 1�
THE DESIGN wRITY OF wmIRO THESEIDOUMSTEM ENTS Me HITE IS
CRK,SµTMY SVSreSSANOlwALLYNGnxc ELEVATORS T µTRGTHEESED 13 THE PRIreCTNF URFUENPENINI HMIwMEAsnUumEB WALL SHEATHING ATTACHMENT REQUIREMENTS C'MlnlNus HEMERTI siu1(TIE N/,aYl
NIEnEGGNGIORSUMITHE USER SIGNSMEOCUMEND FOR
H PLUMBIC UNLESS MRELECECICALSYSEMS AS
THEUGMTFTXESHAVINJ JURISDICTION
ALLL SnMME FMS BE BESINNED MIN CERTIFIED
BY A NEW
UR YORK STATE
PLUMBING MR ELECTRICAL SYSTEMS AC M1EIUIRU BY ALL AUTHORITIES HAVING JURIYICTIIN GENERAL LIGHT 4EMIUTIMµDHUTING NOTES
GYGIEM\SHALL WWNNEDM1cEnnFlEDwANEw vMK{uIE PNRssNry&FNGmEER BASED ON TALE 311 NFTHE 2anails ON CNTIUU N13NEMER TO\rN(1V/INELEs) lid tY. c ENTER GIN O Q O
PRMIE LOOM VEMIIATIM M1 HEAT M PER R31]M THE 21ll IIESNENTI&CNE M NEW YOM STATE
Maximum Nal aMcm/ fo it umRN nails Har w LMNER Mb lid 241 ON CENTER r 1
Cali
GENERAL IXGVATIINµ\BALKILLINO NOTES PRE.FM FIREPIAGES M1 CHIMNEYS MUGS MEET CHAPTER L IF THE RNIRESIDENTIR UDE N NEW WALK STALE n v
BUILT UPMBER LA ERS Iii k#
STABLEERL AREMMINTMe NOxTHITINS IDN &4HXGVNG SOLA MINIMUM IERHREQUIRED HADPREACHIEVING THE
WINGTUNNVIRGINCIFICA SNLWmI PRE-FAN CHIMNEYSµDVEMGMUST MEET CHAPTER 111FT1E21L RESIDENTIAL CNEIF NEW YOM STATE 3 - seGN {uNvand sNeda120(MPH) 2-INCH LUMBER LAYERS
STABLEMOISTURE CONTENT Me ITYOF ONE TON
NM3X FOR NILGIAMCTERIOTILE THEARCH?ECSXM ECOAAEITHE MOWINGAMEACTU ACTUAL ME
WITH
ASSUWniM OF IGNTHE SENTI NGCSOILS UNTERDF CANEDNRRGTBY�NBUQTJNG ESTS FORT ITSNRLDETHE CBY AN APPROVED Y A IIEMNGNILRYMTH THE STATERTTYEFUFYTXE AGORAS NL1EAAM -NAIL CASH"YEN STAGGER234NCHES
NANO CENTERATTTP
C•HTML\R SHALL NOT START TME WORK MEREi ST IN\ITGTE RIALk MNG VALUES LEGS THAN ONE TON PER SNN (FROMEN BY ANEW N1Al1E FOOTTROFESSIONALTHECOMRCEORSHALLBENGINEER E MIE SAFETY GLAZING STRUCTURAL SHEATHING Stud At µD AND AT
STAGGER NAILS bNAILS AT UCX
Nnx AI IoWmNIN END AND AT UCX PRICE Z
REMTNSIBLE FOR THE NOTIFICATION IF SUCH FINNNGSTRXE ARCHITECT AND WALL NOT PRWEEBWITH THE WORK UNTIL M1ECENINIS WRITTEN INNIIUCTI DNS FROM ME WHERE HELAGING BOSTON
DGE WT13 HE EDNREDATEM SWISS TOM N INCHES
NIS WALL STANIIHNATMUMAMi1NNERT (SEE INOTE O) SNucS MPG VISIT In DIN
NO BAE T, WHERE THE IBTTN EDBEMTNEGWING Ia LESSTHµNINCHES NIVEASTANNM SURFACE AND MAIN INLET INTERIOR ZONE 1Pnc or 1C �[! cd
NHANFLACKFIIU L SPEMBEPEMAINSTL\NL RETEIMUM W EDWEEKN WALLS WITHILRFLNRFRAMING THEN UOR PROPER RESP n]REFOR ALL AMAGET ALL
THE AAA C
WALLSNONCKFILL SHALL BE PERMIIINWITHIN AMIHIMUNMTWIK£ENSAFIERPNRING THE UNTMCTSRWALUERGMNSNLE GRALUAMAGEDALL SARTYGLAS URFACEONRED MAINCHES HTIZONY$WIFITHE"n TREND
STGINOMESANY DIRECTION
OF AND MEN&SURFACETRWITHIN YLASN EGXMIZOM 011 CFTHEBOVEME E/, OF STAIRWAY IN ANY DIRECTION FLOOR FRAMING J
LNCRETE WORK 4FNT EDGE ZONE 1S,' I G {^ i^ 0
M WAA'L'KING!RFACwrtFACE OF GLASS IG LESS SXµ111NCHF5ANVE ME ME OF THE THEM N
LOTS MEG& ELL AUFGRADED MINNnAIN SURFACE WITHIN AWAY FROM THE FOUNDATION WALLS ALLIMIHAGE SXRLCNGIIMTNCNV5SECTION RMI SHEAR WALLS 1S," Ic T a' JOISTS TO SILL iOPRREiI GIME&(TOE NAILED) A'11 EACH JOIST r
TIE\M1ME WALL FALL AMINIMUMM INCHES WITHIN ME FIRST 9FEET
MNGINGTWNSTS TSE NAILED) ?Y EACH END W L
ALL EXCAVATIONS FMUxcANNRENANN FNTIXGECSHALL INT ALWEM OF THREE FEETSEUWMNL GMM ROOF SHEATHING ATTACHMENT REQUIREMENTS r
AEMTVE&L SLIMS RTREES EQUIRMNTLMTINGSA{RRSHE CLIENT &LME&L FINISHED GMSESFROMRLLNSTRULTIIN MO PROVIDE FOR ON SITE DRAINAGE ASPECT NOTE BLOWING TO JOISTS(TIE PRISED) CARTHAN
EACH ENOSTOCK
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ALL LOGLBWLNN•REGUMEMENTS BASED ONTALE 3LOF THE 2ND WFCM EDITION I GM1SGtM1m/WIIM1In 4111[O}t11e YmNG,tIIOA M1N DOfIIneGf LLNKINGTOSILLIM1TMPUTE TOE NAILED) 39Y EACH \LSLK L
Maximum Nail span{ for U Defomda er {d Nmmen nails Baia zone aNOM1mant nqulnmend Ston N us" O 0
A MEMST90 ETERMITO HAVE E'MESOIL.UARACTEWECSAT A ANTULA UNCATION ME CHARA
SHALL BE
MANE Of AN UPROVE AGENCY
USINGb�ERAPPROVED
METHODS
IENMTI NRIP TEAM(FACE NAILED) ills EACH JOIST
AiOIL IEiiNBEtERMWE TIE SOIL CHARACTERISTICS RAPARTINLAR LOCATION TIE IEGTiXALGEMADEBYµAPPRNG AGENLYUGING APPROYEI METMIS _ Metod mNnnailsalone, /•N•n¢M 1% box nailsINy be aUYAflfuba D/)
Nf Yle MmmM nO15 JOIST SKY LEDGER TO BEAM (EM NxLN) 311 EACH JOIST Lu r Z
3 - second just WlndS Nd 120 MPH I `
ALL"N CONCRETE NOTES { P (MPH) W V
MR JOIST TO JOIN ENINAILN
31 Wndwn In buildings lacalN In W«4-BNn1 bYnl n NM 1 1 }1n EACH JNsr
O YNAY SECT EXCEPT E%GSE11W3 / (areas vnNln- ` W
ALLMNM£TE FNPNGS.PIERS, FWMRIN WALLS SHALL HA4EAMINIMUM ULTIMATE GMMENIVE STRENGTH M 31Y P51 I.P.
BE PEGEGLMSMR GNGETO THEPNTXMGi1WLOEl9RGI l2UAYG MRAINED M WALL S naGpe At mtalmMlNa finf11UnOhe" IS wnd Nissaspeed
is I IG NiM per hour ser Wabf OMDLISTTB SILL MTORI/.tE QIE fUILN) R-ll1 NRE1 RR GQ
SHEATHING LOCATION 5 aG AlAI O Z
\SPERM WLUMEEN1EIDiXE MIX EXCEPT ALL CONCRETE SHALL IE AIR ENTRAINED MR CONTENT aMAJ1WMIRE THAN G%MONOT MORE TOM Tn OF THE or 1NVntin per
metal Wlas iNMIG1U I2Oo the N/Yorkf
uxcBETENLLME ($EE NATE A) ND6. NDpiln fiNd or19mAY prangORO aryunetthe M4jIMInW0 York Me
NOTE I, NAILINGREQUIREMENTSNTSAlENSEA ON WALL W Z Z Q
ALL NNMETE SHALL IS FIRMED Me"MUED AGAINST FREEZING ALL CONCRETE WORK SHALL BE IN ACURNNCE WITH THE LATEST ACI n1 AM ASM III ReY4011N \wdm/ Ceb Shall meet the namnmmd N Ne lags SHEATHING NAILED i' ON-CENTER AT PANEL EDGES O
LLGTEELCNCRETERENFIRCMEWSH&LNENEW PILLET STEEL CONFORMNGTOTHE LATEST ASTMM1i INTERIOR ZONE iTlc i' 12" MlsNaddASTMEI Off&noMeJUSTMEIUs J J U Z
ALL FOOTING S SHALL BEAR ON VIRGIN.UNDISTURBED SOIL WITH M ASSUMED B EARI NG CAPACITY TF ANN POUNDS PER SNME FOOT 1{" OC G 1T WomnC Shemin L '0
ALL FOOTINGS SHALL WA MINIMUM OF ON I"CHE\BELOW FINAL GRADE ALL STEP FOOTINGS SHALL NOT BE GKWM THAN I VERTICAL TO HORIZONTAL (VOUN ad Min nG {«I/n3-NMn{ Nei WInt GNMmmI Oi or hour) DESCRIPTION NVMBEAM NALSPAGNG Q ry
wna,.Inawuxne.mmR'e.Nlmmxutt m..yxm MN MS m allwase,YeaiM eaPuiy,11mman 1,641 WIN liNyla N PNNmxmaela.m ,15ARAY YunnguxN PERIMETER EDGE ZONE 12-se I` I" NUMMN xAhs
[hndadmmmnea YYayuammNMlan (RCNYG RAat 11 iG' Ic C a" A EXCEPTION = Z J co
WIND SWC(ural Panels with a minimum N thickni V Me inch BECK CONSTRUCTION
GENERAL GAMW NOTES Fasteners for asphalt shingles shall be jalvanlzea M stalnlGu 9"1, and a mNimum span N\feet All Se PmmMM droningV W D_ L
OF) 01
ALL OPENING$FRN THE GAGE TT THE MUSE IAIWHT MT ATTICS ABOVE THE GN E SHALL OE PROVIDED WITH APPROVED w HIURFIEMTETFMMEAM aluminum N Npper raging nails, minimum l2 gage Shank with a peWien Panels shall he Dncutd «WrtM/IaT4 swin/O BECK RIM JOIST TI END JOIST T�'aW R'WO ORM&OG EACH JOIST
OPENING PRGTECTVE ALL OPENING PROTECTIVES SHALL BE PROVIDED Wmi APPROVED SELF CLOSERS ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS MRNI TF minimum 3/P Inch diameter MGL the fasteners shall penetrate All aNement hardware Nwlbl n the mile 1111XREMEDNAIISOi"ac
TIE 2111 RESIDENTIAL CODE OF THE STATE OF NEW YOM p LaYN all panels Mon In a Gain dry Gm H MI Muse WBNPECKINGTOTONFRIM LIST ,II WBB S•ac EACH JBISi
through the reef aheathtin{ and comply with ASTM F 1667 AnaulmeMl shall beprame In accmanw AYES the imd
iGPEALL GARME FLNNiIGMONNR MENINGG PNMEMINIMUMPVERICAL STEP UP FROM GAMGETOHNSEµe BASEMENT All asphalt shingles shall have Ng-sNl stip or Be inblbckm{, «dli POCT TB IEµ' 2-112'MN'TM MRLLNLTNWMXEIIS AT EACH POST
GWWAU SHAME MO G ODN MONOXIIOE ALARM and comply with ASTM D 225 M ASTM D 3462
PRNIW SMME AWES SYSTEMS AS PER R 313 OF THE 2111 RESIDENTIAL CNE M NEW YORK STATE WE SYSTEM SHALL BE HARD NANO MRIMERUNNECMD ALL B Fastener Schedule fon vaso ply dpanels
EWIPMEM WALL BE ARROVG,LISTED AND IN NNFOWII WITH NRA 72 SMOKE ALARMS SHALL BE PROMMO AT ALL SLEEPING MEM,IMMEDIATELY OUTSIDE OFALL SCREENS, BOLTS AND NAILS USE WITH PRESERVATIVE TREATED WON
EACH SLEEPING MCA M\A MINIMUM M ONE RR RNLL
R INCLUDING ALL MT CELLAR For TDTrllal aNlG6en5, asphalt Shingles shall so Secured to f TABLE 111 SHALL BE HOT-DIPPED GALVANIZED OR STAINLESSSTEEL f
with net less than six fasteners pr Strip. O
PROVIDE M APPROVED MO LISTET CMNN MONOXIDE SELECTION SYSTEM M PER THE REOUIREMEM OF R]13 OF ME Nil RESIDENTIAL CODE OF NEW VGRK STATE Ip
FNNnw Par lSNn Panel Seen Pard Span ALL STRUCTURAL HANGERS, ANCHORS, ETC SHALL BE NOT-DIPPED GALVANIZED Z:
Type LYE Nan or Ion Man N less than or OR STAINLESS STEEL N VJ
GENERAL FRAMING NOTES NOTE A. For reef and wall sheathing within 4-feet of the penmeler penal d4 Not equal to Now •fuel to 1h [N
MUMw
SE DESIGN VALUE n GURED LAMName TRADDIMENSIONAL ER ame SNM,MT FTERG MALL FMMIM MPS
LUMBER ALL OF I IS M BETTER edge Of the reef, include an each GldHf the mf peak, ALL FASTENERS AND CONNEMORR EXROSED TO SALT WATER OR LOCATED WITH rq j
E- M, MINA- 1641 Neo-fest partial edge zone attachment requirements4112'x6 Wnd is merge lz mines tin IN SIN FEET OF A SALT WATER SHORELINE SHALL BE STAINLESS STEEL GRADE 3" OR 3f{ 5;NY W U
ALLE%TERIOR LUMBER MALL BE ACRRENshallbUNd.
IRING THE FOLLOWING Screw am 104 an0near an "mile anCMler
a) ALL FASTENERS SHALL BE MT FUMED NLVM12E OR STAINLESS STEEL N ACCORDANCE WITH THE LATEST MTM AEWULEMEMS NOIR BECK FOOTINGS CLOSER THAN S'-or TO AN EXISTING EXTERIOR HOUSE WALL MUST DEAR LL N
Y) ALECRUCTURLCNNE LMS.AGAINST AUN MERSILL RAIEa
AT THE $AME ELEVATION AS THE FOOTING OF THE EXISTING HOUSE FOUNDATION
ALL STAINRR LT SHALL
SE USED
WITimMGT]EOR WATER SEXRIVRI GALVMIZNIR STAINLESS STEEL
rv1TE sr&NLEM 1REEux&uEucESwITH.N ONE MaFerwATER FLOOR SHEATHING ATTACHMENT REQUIREMENTS 4-1m'Nw«d tc Inch« 1c lneh« 12 mchN CEILING SHEATHING ATTACHMENT REQUIREMENTS .j
ALL STRESS WARE FRAMING MATERIAL AND RVWND SHEATHING SHALL BE OMTEY AND MAJU(N BY M APPROVED OIWING AGENCY Shall N lScrews oc «nter an center on sense FShalaction" won a minimum eGa nmmon nails nominal PI a minimum If G-mch«M «ndr an 5d CN OT nails spcod 7" t0 ed{e and 10" in flNo 1a
SALL TRICT VFACTURNEMMI ME MMUFLSRLTEMINNGTED IN 11 EUMWINEALMANFACTURE ALL FRAMING
FACNRED HALL MATERIALS RLN IN eena NDdai and i$-IULMiac YMef In panel field I Mutual YUAN an lsl mPSwlna qyG[mea 33.l�M mean imifl l VI
STRICTAMIRIMCE WITI TIEMµUFACT1RF11a RECIFICATINGµD GUIDELINES ALL MANUFACTURED FMMIHG MATERI&sXALL BARE THE MARNMS OF THE
MAxwncnGE YFaaNNNm.uY.ImuYN n.PP••IM and.xN.w.ea nlNwl.I r.n.I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CJ
ALL PLYWTN SHALL BE EXTERIOR TRATE(M%)FIR UNLESS MTET ALL ROVWN$SHEATHING ATOLL WAILS,FLOORS ANT ANFB SHALL BE INSTALLED FaNnen aryall N IwM1 a minlmum al i hcn M1xr,Ra MOexMMnNI - -
PERPENDICULAR TOTHE FRAMING AM RV6aN USER FOR SUFLOGRS SHALL BE TONGUE AM GROOVE INU&LAJL RYWON R WALLSM RR BETNLS, STAGGER SUWELTIOIAMME FROM
•�"
ALLPLYWTNJNNTEMINIMUM32"WHGEPMGIWE aFw nxa"If wlmdenough Y PmaNN M hma weram aallx g WOUND WIND SIESMIC FORST ICE SHIEII
and a minimum x 1 Violate,had aal wall fi l"and a mmnum a 1.IN lOM[ SNOW PEED DESIGN LINE geEAGVMENT FLOOR
ODMLE FRAME ALL MENINW UNLESS NOTEDOTHERWISE, PROVIDE BNWE FLOOR JOISTS UNDER ALL PARALLELPR IGNS UNLESS NOTED OTHERWISE IN,mnxabll Ueanstm and YNtlM M IN a minimum 13mncN Al LOM al GTAGORY WEATHERING GERH TERMITE REWIRED XASA9
Bpn11-mSMNNOMdaminlmum M21 Y11nxx SamlSMdN aleanmallaM lJ
PROME•MCING AT AM FLOORS"PERMMUMCNRERESRCIFICATIINS arx « S'-0. MNENTE ,E, NO
L LLN ^
120LD 12/ a SEVEn »HEAw E'er
PRDMW MID BLOWING TO FOUNDATIONµ1 GINERSUMERALL CBNCEMMTERMNMaGWRED d 11 maavmmalNaSMNmaunry xmannrylYucea,Naywall NMCIM ^
7/2" ctructunl plywood Mary MNNmAalmm al having a minimum ummak withe luxcNx TADLE R3N 2(1j RndmYalCNDa RENEW YORK STATEIc
S.TMEXTTOIREG GER ALL WEALU FLOORS
CIEHUN ERSµAFWNDAPNµCXTN GIRDER RETAILS UNLESS ITHERWISENGTEB aM PwMa 7 W Of
LI1 FIVE BUCKING OVER&LNNCEALED FLNRi ANP CEIIJNGi OVER BEARING WALLS AM GIVERS Panel, Attached b '
Frame In ac"r4anm
PRMGE USENEDSN TIRED ERWANQG METRCNNECTIRS FOR&L FRAMING CNNECTORSFOR&L FLOW FRAMING UNNELTONSMREOUIDED FOR THEIR HI
SUE AND USE unLLY M1EP GTHenwNE with Table 1301212 DESIGN LOAD INFORMATION �I kFTY c % r'9l 4
WOOD HEADER SCHEDULE 4
Rn a
A Ground Spew Laid 2 f k
MEEnnxAIurvG SCHEDULE PROVIDED NAILING NBT INCLUDED NTHE IRGEWLE snALGENcmGAMTY WTH THE "'Resioiential "Be of Ope W U e
ARRA AN WIRE FRAMECML111UCTIN MANUAL FORME AND IAN CRISPY FAMILY DWELLINGS NYS NOMINAL LUM¢R iRE SDMs B Rooms ether than sleeping UL p 1po �
C. SleepingR 'T"� `4 s
aims;ing d = 30 sf DL = I ,[/
ALL FRAMING EXGSED TO WEATHER ANDNa1N CONTRACT WITH CONCRETE MISIMV, STNEORINGNUM SHALL BE APPROVED TREATED FMNYW MATERIAL (2)21 UP TSSi' p Opsf Oy W 'G
RL CBNNELT\RSµ1 FASTENERS IN CONTACT WITH TREATED WMDERGNRGEiTAINLESG ciEEL D RN[ noc #iedmid LL = 20pf, DL t, OLE = W
IA 2x1 rrnrx E Roof wr Bal"ednl LA6LL = 20 Pat, DL = 15
FUM aIMHMGMBRACING BEIPNEOMLONXIMUMSEA FEET PROMTER AT PMELEWEDRARMICUWTIFY FLOOR GMEMERSINTXE FIR5TiW1 1AlINDGYJ UNIT' Coiling: P pGf EDA O
MYSMMAMINGMO SHALL BE GPAGEOATAMAXIMUM SEA FEET ON CENTER NAILIXGNACCMIANCE WRN NAILING SCHEDULE MI2X11 a-p'DI4' F Extener BalNnies: LL = {0 pf, 9ZE^
ALL ENGINEERED LUMBER MO FLITCH PLATE BEAMS SXALLIE Vr D AND INSTALLED N STRICT"NFORMmwnH THE MANUFACTURER'S MECIFIcnrnNs G. Decks LL = 40 pall ti RGgry1�C
(2)2x12 Ge idJ' H Guardrails and Handrails: LL = 200facf
ALLP ERAXTC"CEN"ATE1uAN WALL BE POSTED M NOTED AND Ndt LESS THAN THE'MOM RETIE STRUCTURAL MEMBER WHICH IT SwnRT& POSTS SHALL BEAxAwNINAL) I Guadmll Balusters and panel fllemLL = 50 it
ALL GLTUNS SHALL BE cmrwUNSTA THE TM TF&L STEELGIRDERS AM TOP IF CONCRETE FTUNNPM J. Attic without Sturge LL = 10i f, DLIF10 Mf
'RATE LO SIZES OUT IN MV IF
M STRUCTURAL GAMING MEMBERS SHALL BE REAMTEDTUECUT,DRILLED OR ALTERED WITH OUT THE WATTEN APPROVAL IFTHE MCHITECT 11 THE FWGWINN SCHEDULE
WILL K. Atticw Minimum
LL = 20 pcf, on tiprof
PLYWOOD STORM PANEL "SHUTTER DETAIL WPFALEDETHI„L„EDMLE L Shvr, Minimum conMradd laid on stalrtnads s� ^ ^+•n �OR�
'NOTE USEOsI MEMMLATALL2a1 (an area of square inches) Is 300 punas
NO SCALE (IN LIEU OF IMPACT RESISTANT GLASS UNITS) E%TERIORw&Ls
Refer to SYS code &301 5 for all Live Laid hot notes
nP OF Pure
Slmpison
H2A Stud To Rafter
Connector WALLT• ESTRAPRMMNGi
Simpson A23 Angle TOP STRAPPING L T•RAFTER
*each side of Header SEE SEPARATE*Dues rmt FADE
w/4-1 GO nails each end
Typical Metal Strapping WINDOW HIM env THREADED ROD HOMOal Openings
Horizontally attached iu
plywood sheathing
shall have Smile blocking Simpson A23 Angle
s Q all Plyweed Joints each Inde of window sill - LO:JOSTS*16^OC »rAWL
*FL009
Simpson A23 Angie OR IJOISTS•1r ec
each side of window silTOP OF PLATE _
(5) N Minimum number of Jack aG NAILS•3, U NAILS•G• Q
Studs as per WFCM table 3 22F. OC EDGES IN PLYWOOD w FIELD IN PLYWOOD
Full Height stud requirements for W O O
headers and window sills as per
(s)u WFCM table 323 C and 3.23.0 i'RYUVUG SHEATHING EXTERIOR - .J �^^I
ANCHOR BOLTS: FACE, z^GUMSUM Dem INTERIOR W FV
REFERTO H•ldewns In aCGNanG WIND W
FOUNDATION PLAN 1-d" X20 GAGE WFCM manual Provide at all Yasws v^.I �WALL SHEATHING FOR EXTERIM /1 ✓ rT,
STRAP WITH (5) ad NAILS buildingcomers N SOLIDGLOCpUO MEARMALLS SHALL BE CONTINUOUS ISI W W
G 145 GALVANIZED AS FROM BOTTOM PLATE TO THE UPPER
Nailing as Por schedule, WFCM andF •FLYwGU alms TRIKESTUD TOP PLATS.WITH ALL PANEL EDGES
PER ASTM M53 OR ElUALSHALL
Details this Nge PROVIDES IFTAGEN SAYS AE
(2) 2X11 MCA RIM JOIST 4 PLYWOOR SEAMS ATTACHEMENra
GROUND CONTACT1--1
SHALL BE IN ACCORDANCE WITH
ECM
Sill Stropping See details on DETAILSSSHEETS
DWG-0NtlE53
DETAILS .P4
WALL TO FOUNDATION CONNECTION this page
SCALE HIS NeMSaN ma HWN Has �TgFOnUNDATION S4 O
W
MFaUNMTyw51LL c•n5r O
TYPICAL ELEVATION O
F PICALWALLTO SHEM WALL LENGTH M O
WALL TO HEADER STRAPPING SEEFOUR
THIS PAGE Ott V]
1 2 NO SCALE 3 SEERANS TYPICAL SHEAR WALL DETAIL
NOT TO SCALE
E
E
BIOSE STl1PPIYG , IF
E � Y
M �
11 M'a 31', RG GME STRAP,G.LLVANIZED ATGXEPWALL fEPMEM • rY
WITH (5)tl COMMON NAILS IN EACH EM PROVIDE SOLO BLOCKING {. = z C_ C_
NOTE RIDGE STRAPS ME NOT REQUIRED ATALLOBOTH DIRECTIONS
Lt u ♦
i'?ICR BOTH BIRECTIING � ,�
WH ON COLLAR TIES OF N MINIMAL 2X6 YA 2XS MCAGROUND SILL L ` L � emL 3
APE LOCATED IN THE UPPER WIRD OF THE ATTIC aRNMC•mAQ ,Z � nJ Z e
ATSXEMW NAIU; MEM
SPACE AND ATTACHED WITH Ltl COMMON NAM1S t-0Odx1-1Y2" NAILS L( MCOMMONNAILSG•.c INFIELD Y V e C
NFACH ENG TO RAFTER _� ML•MM•N NAIU 3'w•N EDGES (G p y y c j
MCMC Fede W APICAL NTX PII__TONS
SEE MEM WALL GETML n{IG RAGE F y =_ a a Or
/9-111x1-1/2" MALS CONSTRMrvER ALTERNATE
CONSTRUCTION
TRATE SEE DETAR ABOVE LOCATION
GLDBWN
M ANCHOR ULT CORNERSTUD HOLDOWN
GEE -- W
- - - - - - -- — TERSHEM ENDWALL
(51u !I'uvERTl,;AU s
(5) u \Y �, CONNECTEDT
MIN U)21 CORNER snU CONNECTED
TRANSFER SHEAR
(5) td UGh end rypcal •+e G c tie FOUND1ATITIm PLAN 2-16d COMMON
2X ST•G
GMPSM mss HURRICNJE FOR MODEL NO NAILS G" • c
CONNECmRAi EACH 12'MAX
SUMMER. �O
FASTENERS It NO NAILS
TO RAFTER,TO PLATES
(5141 wGh OM MIDI a_G.
AND TOBTUO&
1-114- X 2* GA, GALV STOP WITH (5) ed
GALV COMMON NAILS IN EACH END
STOPS AT Is- • C (EACH STUD)
SIMPSON -YCP4- YIP COINER w
WALL TO WALL CONNECTION PLAIE-MINECTOR PLAN - AT CORNER HOLDOWN 1, SHEARWALL SIMILARQIST AND 2ND FLOOR O~
5
NO SCALE 6 N•SCALE 7 SIMILAR Q IST AND 2ND FLOOR Preservable-Mated barrier request! for
NO SCALE $ m
(5) Ad each and typical connectors In contact with tnafod wood w <
w w
> l
ROOF TO WALL CONNECTION W IU
NO SCALE 4-Comer studs
NOTE UTE 4-Gamer stA"ffsmtei
a 4 connected to � 3-2X Z
ALL SIMPSON CONNELTORMD STEELSTRAPs connected Itransfer shear —_ r Framingmembers
SHALL BE CAR AS PER AGTMM53,GALVANIZED PROMISE CGNTINUOIS LOAD PATH FROM RNF ASSEMBLY ♦ r ,�BBtt
MH•TH•T AIMED GALVANIZED AS PERASTM A123 TOFOUNMTION ALLC*NNECTIONSSHALLHAVENIMSON transfer Shed4 ♦ INd'STRONG TIE'CONNECTORS OR MMIVEI EQUAL,STEELALL STRAPS SHALL OE SIMPSON OR EQUAL lead ♦ ^ MrSTRMS SHALL CONFORM WTH ASTM AGO GRAZE X. t ♦ \ TYP HOOD HOEDOWN 2-164 Nails� • nEXCEPT WHEN IN CONTACT WITH CONCRETE, STNNLESSSTEEL 2-1111 Nails4 ♦ W/ SIMPSON SETA QG" •c.
STRAPS WALL BE USED QG' oc • ANCHOR DOLT •ALL FRAMNO ANGGHEATHING NAILS SHAUBE HOT RAPED 4 e TVP. HDOg HOLDOWN W nQALVANIZED IU S NI MTM AI F3 OZImpson b7" SSTD etcher w120-SDS 1/4" x 2-1Y2" Screws 2*It thrid and inbed t Winto concrete foundationand framing. Refer t• manuf. f > o'fRAFTER MR PLAN C'SSpcRcetlons Simpson Tlt" thnoedd rid = oi �SIMPGM MTt2ML 1A 1INNALS 9 0
STRAPOs+nu^2aGA Iry EACH ENG UuNv-nut and SSTD ancMr W V a CCOIL STRAP boll thru-box and mood r N 1DAT EACH RAFTER Y Inde cmereG hundabon, IL
TO WITH MI cmNECra" P. and framin Refer to manuf O ENTH Mw TUNALs encH g QENA SpcifCollons
HNdewt Preservative-treadedO
each ebamOrrgmred for PreUrvalrve-tnaW tED Ashear ght connecters In Contact \artier required forshorwasegmensmeat with treated wood Connecters In contact a yet
ALTERNATE RAFTER - RIM JOIST TO STUD STRa comer. A tingle holdown with Mated wood
AP
SIMPSON MTS 30C shall Be permitted to be IL)
used to nsisl Overturning
ALTERNATE RAFTER TO STUD STRAP forges in boN directions TYPICAL SIMPSON HOU HOLOOWNS ON CONCRETE SIMPSON HOOD CORNER HOEDOWN
4 SIMPSON MTS 24C NTS S 9 when Me walls arc fastened FOUNDATION WALL. 10
FRAMING 1MING
as-per detail this page. NTS NTS
ia"min
a•MAX MIN i/T' WOOD
FASTEN SHEATHING TO STRUCTURAL PANEL
HEADER WITH 14 COMMON DOUBLE 2 X 4'S WITH lo NAILS AT 3" CONTINUOUS HEADER EDGE TO EDGE
IN GALVANIATT BOX NAILS OC 2ROWS IC EACH fasten commonhing or galvanized SIDE OF VERTICAL LEG with M xmman or falvame*
IN3" GRID PATTERN AS SHOWN OR 4X POSTS OF PORTAL FRAME Mx nallam3'end pnarn ac 20 go motel stnIn
shown and 3' a c In all homing w/ ]
1l2" WOOD STRUCTURAL ( Muds, will i backing I TVR each andSo Detail A i
PANEL WITH lo NAILS 3" 0 C. W
(21 ROWS ON EACH SID OF . .
VEERTICAL SEGMENT ON : MIN 12" DEER HDR
THE PORTAL FRAME HOLDOWN
(2) 2 X STUDS fasten lop plate he hider with two
See Plan for TREATED SILL PLATE news if iGD sinker nails Q 3" pods. TVPTYP hrtal ^
sin OR use (SHEATHING- 20 p metal stip " frame const
solid past FRONT SIDE) 020GASTRAP with 14-11 nails Far a PanelLS PLATE WASHER enol eJgeD framing size, blocked one W O O
ee floor plans within 24" oANCHOR BOLTMAXHEIGHT height. ens
Typ Sheathing to Z
10' taming nailing Is
ble
requires. s 2x4 W W 3
DETAIL A DETAIL B DETAIL C the2x*ssustb / 1 0 W
Ito 2x4's must be I-�
1/2" thickwod nailed together r�-�
BACK SIDE tuctunA
l panel with 3-164 sinkers Anchor RW+
sheathing ext fou Anchor
loth facet for 2-clory Simpson HDOt BMt
walla each sib of g. SI rFeel
� O
STANDARD TJI DETAILS garage .penin
NYS p
END PORTAL END PORTAL O� O
A SPACING DETAIL Ti
Structural exterior E
Flashing sheathing NTS C a u = o
�01FACE MOUNT JOIST YINGER DETAIL a T+
i
/Blacking y' G '
/ panel J.Mn.ns•n ,,,n.wn inn nm n.w. rvTs w
U .2
n ` `Y
mi lMnem uPuyln wherw owlln Ttlle — c c
3A The Rat harder Will w weed Win mnonwd HD01 HOLDOWNS
.nm„uun s+wuw me"On N,0"nalonn W/ 7/1" ANCHOR COLTS t r GU c £ �
Ib 1,19 an Neck u,rym\ Join hmpn Mull No
TNS Joist ANmYN u[Wnhn real Vx MINIMUM 2- 16D NAILS QG" oc g .°. aw3
al
$N faStiner rim YMr1 RE\UIM1EMENT51 ? N z a
table below. Maintain Lwrwn.nwuwnn nod.n.ndn.nn a„nnu,JZ � € _
n,wr.nJ ween uu,rrw�uieo \,lama 3-CORNER STUDS o a
2' Distance (minimu )) from MIP„no.,00-.uundP.naMu CONNECTEDTO 11 I y � gEi3
A
eye oflNgerlofasbno. Table 3A Just Hanger Download Capacity TRANSFER SHEAR - -- YaE : or
TrpotM 2x Just Sze Minimum Capooity, Ds LOAD
Idger 24 100 16 FIN N
END BEARING PANELS WITH BLOCKING zx10 70p J
NTS TYPICAL HOLDOWN PLAN TV OICAL YO DOWN PAN F
DETAIL S GARAGE N T,S DETAIL BETWEEN ARA W
DOOR CORNERS DOOR OPENINGS N T.S. Q
Z
Load bnnng or shear wall aMve (must 3
stack over wall below)
�Trus Joist rim beard or
Ylenbng for latent Blockm! panel 4 Ft Pereneloi (�
support SmserNn\ Nene hoes Field =
2x4 minimum OF GOAN ONLv mt, to
Nailing-Sons Nailing
LVL member squash Blacks Schedulo Dw 1
EDGE
&I
4” o c B-
use LVL or Rim Just VLE nAMET Nailspec ng \��tE mi He EINAMETER
.am -
1/i" \EIM, MAN \ IIeIE]Npam \ TIM. t-
wPW. MAx Fr Less than —Look Out flecks Fir
O
Web stiffeners
or Equal
ryuind each silo Solid sawn moist and rafter to 12"
notching and boring limits. fl
NIG Rake Overhang Limits - Lookout Blocks in u
BEARING AT WALL Stud notching and boring limits. NTS of
NTS urs
SQUASH BLOCKING AT INTERMEDIATE BEARING WALL 2 3 4 Z
NTS
N
1" diameter maximum hole for 4at
iGe (31/2") box = n
11-]/t" - 1g" doe Blocking enler' (n � �
panels; C' dumeter maximum for o nail - 100 (3") Mx at -- for and oiling JOISTSL YBlocking panels !-i/2" Jeep or m-center" ENOWAL ori U
V-0" length of TJI shorter than 12" long. A O Z
Inst ninfercoment and {Do not cut lanes } A 11.1
1" or 1-1N" U
filler block Use 4'-0" Trus Just M g• > m
gength t TJI).ists" and rim BOH' ENDWAL = V C T
Trus Just nm O BLOCKING at 44" an center W U v U o
C o
YuN U n 2 9 N
r SECTION A - A N 3ED
V
Attach ninbmemmt b Floor pool nail - Rotor
joist web with3nws to Nailing Schedule on BLOCKING 011
10d (3") ummen nails at drawing - 1 TYPICAL w ED O
nu' c04 (3") ter, clinonM Remove tongue &no groove from MCM awl 13 sa 3.5E <¢ p
floor panel edges ser AT 41" nc. O M-41 C AND CiNNECTIaNS SHALL BE M IDEA ATPANELEDO3
p ! pportd by 1" e J r'•Hsm
Use 2 news with 1-1/2" PE NVING MULMTe nHF niT MEMBERS O AN\FLan
•RlmO to ensure gUillly Nllmg, FMMINe TkM ISINT;EFIFE ONMNMRMPERI ig\ s;ALL\E q' 'L
and 11-]/i" SECTION A - A PACS AiAMA%IMUM6AFEET aN eENTERASPn MIi\ETAIL m
TJI joists, I`I
WHEN ATTILND WALL blL H"W eRWIMeF Is USE\Ti PUCE
WEGwTIC FL WALL ILVHMNA OR HIM BLOWING REOURED
FLOOR JOIST CANTILEVER BEARING END WALL WITH RIM BOARD
NTS NTS 5 END WALL BLOCKING DETAIL ti
NTS
CV._
qn' GJ' ]PG"
is 8. is In law Ivan
BETA%
ON BwG ,G
Lee-- - - - ------------ -- - - ----- ------- -- ----
■
__ ____Ttlh,
"tR �
------
TYPICAL FLOOR else SheC
_ _ FINISH FLOOR _ _ _ _
II/rY'•�ll
.BALD
c"TINUOUSVNUPIAM ,rr I--I
BOLTED INA. B STEEL BEAM WITH . .�
OSTs.m.c ITAG p..•f.F n:.. 1
sn"EL OEM SEE 4-1n^ C.nCM.m1w/ ..
ITM
INg -W4 014
ATE
MN an
;ECK GLMN FE Ruxr G' nn Bn unuata Slat CIM r Fl L]N22 NWjel'anrzN
Floor Dock -m R
STEEL
6A will At 4
dea
e mesh
FnYsll GNn He drain ' k.':.'G PeALV ,wt Eys) 31 T x to /LIF1 1�•1 �I
._1 Yp,,.nNYG mm.oan granular alGasRFrel�tGr iGGm RGGut ILy*) :_. - - - . LASE ENT SW - 4" RC SLAC
___________ �.' x = W/ GX 10/10 Whorl
TYPICAL BEAM DETAIL STEEL / BOTTOM BEARING
x1s m ON G IL VAPOR BARRIERED [[[,,��T��T��T___]]]
O
--------------_-- _-- ON MI IMUM 4" COMPACT
DOUBLEAIJL LV RIM JOIST CLE GRANULAR FILL
.VWEMLSHALLOPENINGS
• 4
ALLJOISTSSHALL
HAVE JGIiTHANG ERG
_______________________ - ---- ---------- ____ _ _ __ _ i TYPICAL AT ALURENINGS
le, Ii
Feel
IYLf1E[
nrt Gixist-XSIRc RIE T -14"- for Joists16F ac - -
•NFHEEL CLIF ANGLE 1•'XN'F!G WNNGUL SG' 3'd' 11'9 G' 3'S' D O O O
3XSxN STEEL DEMI RE SEB TO 4 so _; '
we BEAM .RSVISE VS'TYPE TSR IF vaiw ASE RAE ; In • r^
FIRE"TED GYPSUM /ALL ANCHOR SILK TO PIER ^) 4 BOn31 �/ VI
I33'I:0LTGM BOMSABDVE FUR" ' '�i Ix - - - - - - - - - -
AGrtEARCNY3 ,PTY' - - - - - - �• G
n
CAPPLATE • •,nxsxa We X215TEELJM kcir INA
il4 _ _ - a wl,a:P= coon _.. .._.._..__ --"--wlr..w • uv'm' .., ,I+ /: u'-,x ■ Egli
__`_+- `-•�•_-__
ALMN BOLTS �i N as
zrtEnaoE Mm fqn WC Min
c _i C
w F
So iri
Dnouse,mon•m 1 .,, IU an
c Tr =
'\ l : N BET x-x , • _ i n ` 7 'u
i
eflI
ecow
ca"honN(n3u] ,1 1 DODO . % w ' •
cnuilx CASEMENT STEEL COLUMN CONNECTION 'IW�war' DBann � I ----"---' / ry ^•' NN DwGIG 1 i � EcS -6
■
DODO ... .. E
sh FL
an
--- " 1 �� - i FillT 1560-14FI or JoiG' 2
L B f iG ^ Ian as nnuon cWs wM G° fl `� � m E Y �
]_ F 1YE 94 sell MW11 well seen muh I- � a5 = �i
AA F IIn 11 - __ - Ta` ra' SSW wt#5RNars Nm" dwminla
• r IAN 3%• M1un4an 012^ ac GNh Gan
_ _ �J x f i. I I-y It Provide WOINpnBfina MBmMna
LNTTEL SCHETJULE 3 `_ . ..... - `rine Than OWn rick as Hoechst
--------•
Owner
R LESS ++ _ BIICM1 avgylnm buo G cram
OlNG'S SIZE -Fws - - - ;
0 41
CO - - I112"X 31 X 5/li" l f
5'-0" 3-I12" X3-12" X3/!'� WaX315TEEI- We X 31 STEEL SM
- " -3.1n"XJA S UR
' ]'-00, - I" X3-1n"X3Ar u'
Ute
Y'-0" 5" X3-In"X3/x" II
IIPU" PX3-In"X3lad MIKS,N.Iu3m2 } MW Q W
In
MIn I Senna ft with Min X O u N N
Ilnk Nmtl3'Y,• _ N
'1-K,am•ryncy
q.nG mow. 3 BASEMENT - FINISHED
�w Mtol *("^I BASEMENT SLAM - 4" PC SLAB `� w ui
Whose,all asu> c•WNn.IR3un) --.._. _ _ W/ GXG 10/10 WWM o ` y -J
L•Ga.^na n•N nau z, f ON G MIL VAPOR BARRIER I = w U
w•w.,.w.Ixwm.wmml _ r GO
NMGnaWINanNWmrt Pau ;--------- -- a''r 7 ON MINIMUM 4" COMPACTED
N qup•a wlP Mnn•mnaY•IMN
WOOD en Calls maa•WN m•wmxD. CLEAN GRANULAR FILL
in SRI Nuy Ransil RunN•hYl mv. _ L.. ' N
mnmm.INxn,z:nm.•,sell T I -N"-FI r 1 " o LL
pyea se am•n••mm She sell A" �■
shell he not nese Less Ia,nn•• TYPICAL INT. FOOTING/COL
tlullYM the fill height IS FB A
Soma i ; 34" x 36" z 1!" Thick, pourN
_ Concrete f••tln W/4- N5 Roan Un
• BUIL ,I•LV RIM aNen sash Way g F 1 IN'•y•
uWE ALLORNINGS4" O.D. Diameter Steel Pipe Column BON
:_DODO_._: ALL JOISTS SHALL f [�
MECH NOTES HAVE JOIST HANSERS
TYPICAL AT ALL OPENINGS FINISHED INTERIOR BASEMENT jSIMPSDNHubSDS3 W zol
All Mechanical Equipment and WALLS SEE DET ONDWG- iG HOUOWNS WITH vn"ANCHOR BOLTS �+ ^
Appliances having an ignition : PROVIDE AT CORNERS OF GA GE WALL$ p'
source shall Be elevated : S'N BUILDING CORNERS Me OPENINGS W
• ■ GY" W
OR GREATER SEE 1-3 �.
as
a minimum of 18 inches abve ----------- ------il DETAILS Ey
the gear In accordance with D H —•
PartV, Mechanical _.________-___.___-.-.1 d-- Up
____ �j] _ _ 4 �N 3
DIRECT VENT FURNACE ___ l _ 0 a `4
Fireplace cemncN HEEI(CALLS TO SUPPORTis
INSTALL IN - CONCRETE 3TEPSAa CD a `o '
COMPLIANCE All wished beams, joists, studs one M
WI NYSRC other cemDUstaDle material shall have Na SKEDA O
a clearance of net leas than 2lnches rr st / Hir
MAINTAIN REQUIRED SEPARATIONeG F
from the fent fags and sibs of
DISTANCE FROM ALL HEATanges; m.1• 0 e 2w oA
PRODUCING EQUIPMENT TO masonry the
faces
lhan4 ^
masonry mthe es. tfe or
TYPICAL BASEMENT FOUNDATION TYPICAL ANCHOR COLT
COMBUSTIBLE MATERIAL AS PER masonry fireplaces. the ■r space not In accoNance with chapleN of New Yolk Slate Gde
MANUFACTURER'S SPECIFICATIONS Maximum tof7" SIB" x 32m u renter
shall with 12" 4" x1 " Concree wall
nWrs Top ! Bottom etwall FOUNDATION PLAN AIaaABoxnuLE emYdemmtof 7" with 3" x3" s sen wachec
AND THE NYS CODE. fire blocking In aecoNance with On 24" x 12" Gnenb wall featinB w/ (3) Rows of B ;,go GI >� . •A
soclien R1001.12 of the cede. 45 reYars continuous Exterior Walegr frog 15 SCALE il4" = 1'-0" WADE ARRA Hold 12" oA comers and held 4" le 12" off
2-2 x G treated sill plates, SIII seal, Termite Shield ex.nr u..m.mu.. zzleach end of each sill paW.
4
As per WFCM Taleles 3 2A,B4C
Ori" ri' zr.a
+'a' a.$, Irr aS' ra' +•a' Irx law
rr
lam
STAIR HANDRAIL NOTE:
Provide Hani on at least ono site C
of each continuous run of Inside or flight ; it
with FOUR OR MORE RISERS
Handrail Height measured above
stair hat nosing, shall not be less than ^
34 inches and not more than 39nohes L--1
AI Hantralls shall be continuous the NII
length of lho stair from a pint directly
above the top riser of a flight to a pint .WJ
directly about the lowest riser of the flight
Handrails adjacent Ed a wall shall have a
space of not Its less than 1-1/2 inches
between the Wall and the handrail �y ✓�
see NYS colo for oxoopbns. ester to 'ry GE
P nv+e aa^ Fire Rate1 Gypsum
e
NYS Cole for grip size Specifications ro 4 andlbarr on Walls and coiling of W
laroge as per cMo sou11m R369
'v
Were garage abut dwelling-um, f^�j-41
5/g' Fire Rated walonsi an '� O
GUARD RAIL NOTE: pass
" °'" •' = sardan
F Boer 4 s14 mit '/.' Fn Rai wallbrM an
gpasite vide In mrrdanno W FL
perGl W, ba GONG or ralNl flop WIN "do seGlm 830121 a R702 3
surfaces located more than 30 inches CUSTOM IIIIEuc,Ta Wnx , Hmzental Fla Rated sapnarlms per R302 2 V1
NSHM3a CUDHMS CUSTOW TRANI ABOVE Cuokera; CUMAWS I Insulate ALL want one Ceding
above the Floor or grodo below shall [~ pi
have a railing not less than 36 Inches wH.ol nn..Ir s lO
In height. Railings shall have Top nils and — rr a Has OR,road
Balusters and Bottom nils that are VA. Rs
i WsnrvsuL ..aeaWn.wh.t O W` F 4
NO MORE THAN 41NCHES APART.
EXCEPT. the triangular openings formed arrt' aM xm EACH SINE OF 2xi rand 000
T WA Riser
EACH SINE OF]Xf
by the rller. Broad and bettam roll of the +V'6" 5'd'6" h''3'%' '^ GONatETE ; FRAME STAIR WALLS f 1g O O
Guard roll at the open site of a stairway ± FOYER 's r1 M O
an promittal to be of such a size that a m cEluxG rr ll
G Inch cphoro cannot pass through I+ z' F M'-I%' 56
'-I%' H P V C/]
m
\ unaolnro rr
Open sides of stairs with abtsl race of "" sr -
mom than 30 inches about the floor or arlamaeam n
I, fA' L uIPoWwR Ni ma
wltl.a
grab below shall have g not less
an
inches m thought
Than 3/ inches measured y
utrfically from the noting of the Insides a E. M cudxusa zw i S _ c
£ u a n
..... . . S f ' J& 111
.... ... . ... .
08 W01r.ft
Eleclnral Note S i . ._._ _ . i s i t u c ie
ALLELEw
CTRICALEIRMENT ^J e T d .._.. . EJ u C-
E p
AND WIRING SHALL w
LBE arALLED HALL a' Si i- - n o �
IN ACCOMANCE WTH CHAFFERS 1G - � � WE r
33Mz aFTHE Rcxvs y NO i c > _ oil 2'
N
` N i
0.a' a a N Y � J C
pR` O aREy . . .... 56' .. ` L u i C ' a n
Mechanical Systems A IEroId _ a
THE MECHANIGL-HVACSY5TEM3 15 O 'D'
SHALL DE DESIGNED AND INSTALLED T
M ACCORDANCE WITH CHAFTERS a'
T]+OF iXE ReNK a
p
;^ uurdDlRv
4 aR
plumbing Note i FAMILY R44M
ALL RwMONO SYSTEMS SHALL BE _ } BOOM
INSTALLED IN ACCORDANCE WITH
CHARTERSZv 0FTHERCNYS - - -
MASONRY FIREPLACE Sit
Pmldo flushnm-rmbuslaab hearth, wmunl, gpnvad q'E 36'LA MASONRY
beck seal even, FAI and ash lump FIREPLACE F
ofth SYS IMMing codec ladanr with necessary deadhead
? a21" MIN.
MMe NYS ■ Noing Cab P100Nvals all SCodef rMuimm from NgN-0H . FLUSARE W
weelfaminpnM&Mcllgbr Nt 4Mrrquinmmb \ HEARTH - FLUSH F
CM1ImmY and vents shall b NiMlled In acur4nr addisO
win Chapter it Iclllmni a SOMIN Z
O N
n O W
rq W
I ,rxnxlr O n
i rcn A >+ f r w
II:nd1 sFh - - _ p i KITCHEN p __ _ - rt - - -
+' r' ] 1 ,• I }I„ 1 ;,15 a WITH SINK j
IH Ilty AND sTrvE •Y r�
ay' 3 x1-12' XiF
I' % J-1 3 Y' Nrl
N j n
HH <
M �
CIaR k XIEWT CMILp C.DFLr HIEWT w I1J 1 r1 C
0 A
0R
AND^ O s n u
10 U o
�r/ o
14. 1+4' 1AJ" a'.a' TA' 284' W V1 V F
WINDOWS, ARC O
Plans Indicate MARVIN - CLAD ULTIMATE DOUBLE HUNG WHITE ua, 2TW e dale yis o
SIMULATED DIVIDED LIGHTS, WITH SPACE BAR, c �N`O�
INTERIOR FINISH AS PER OWNER
LOW -El ARGON FILLED DOUBLE PANE GLASS - U FACTOR 0 31, SHGCO.Mrsx P
HI TRANSPARENCY SCREENS AND HARDWARE AS SELECTED BY OWNER. k
All Windows shall be Installed as per manufacturers specifications for 120 MPH Zone. NOTES. B Al o m' �'i> Dona GO'F
Use the Plywood panels as detailed on Drawing -1, 10'-0" FIRST FLOOR PLATE HEIGHT 15/ 1ST FLOOR PLAN xAae AREA FOF�+2W4
Provide optional prioo for High Impact resistant glass In all windows and exterior doors with Ila". EXTERIOR WALLS, 2XIS
ALL INTERIOR WALLS: 2X6 SCALE 114" = 1'-0" 1°FL"'An' 23esNn
GanPM. MSNn
IN" Xf MCI.
rr e.g. V.c^ n.r sr rr
V-2. rare
HEIGHT
O1
;
z.N! 1 7NA
D
58' h' S%"
FAN
tF
M tATHROOM
O
y. sA W
• + see
WALK-IN
I x�,
CLOSET �'i "Fly ✓'
r zr
_ rt• rr � O
ee STUDY 50
03
]G[ H
CVxHYE CUxH3G3YE n LUM13Ea[ CUxX [3[E IWxHYFN C CVxH3G3[E CVrX3.]YE iy pLp
it
ntUrT
Con
I __- ; HALL D
tN Oxx + 1JtEDROOM M3IZTNOE
uQ1.4" . NHA30NY3WOUl +OPENrN u . _n "' wl L x
SELOW cuxHz[3[ cuma3YE cuxnxc][ t Iiriot �
cc u NO a
HALL NEDROOM R1 ; .� IN c +°
F P l Ti i
• • _ [ am
dlNUN�R STMR Y 'J
STAIR HANDRAIL NOTE:
rr 4...•..:, u.1s
PM @ HanxnH y M leyt.n,Mxa 15 tlr O
n[r ina.a re mYnt --- -
..m xmmnaoa m -
IS,
iH,$Rnl•RERISERs ,5 ;
HaMraed mal
w 'y
aMuttxi nxM•[M1[YMMIx[iM1m Tj T
Mmhx,nx nnmRman 3umhx 182W 3 4f__ IfY _ _ - 6T-11 D:• sMN Sv/'.r ]+[ n
All Hol NtlI N xnMnuau[N[NII t h n
ImYM Mib NbM1xn [MIM Ylnrly ; 58' S
[YgireMly [ [x[l[ dswW Mlnt 1'-Y1Y'
Hanoi Y[ Ojoidd worl[x Nin[rd vi ion ; y O _ ____ ___ ^
ya om Me Ya I[u Inm 1-12�ncnn
.[iw[n N[wIIWNa Nnlnll N 3'E'
y SCemod rIee We I"aRareela H WALK-IN
NYS GM Mrrn[[IttlMrlrn[tlna S O
MAsmnv tEDROOM J2 n ar LCl OSET i w
WITH ORI zx.MRT IF FAN ~
WITH NICK HRRE IF \ / V Z
7 .+ VENEER CHIMNEY iY : 'v m
3'-1• 5'Y' W
N O I
W
N J
411 LU
GUARD RAIL NOTE: c
V V
Imemi x[Ixm[[or rW[3[[r 4 In A'A' y
sumo Mwrwmantnn Mln*n C-�
[x[w IMM[,vp[N MIm[nall � '\. O IYS y
11RON. nrnrtlrt[Wm 3[Iomrel + ,
m n.LnL RtlIInM[nN NaRy nl6 m. - r F[' LIN L
at
uwY[n and x[tlam reeld n[I na ? n FAN
N MORE THAN INCHES NMT
EXCEPT the trtlMuhr ynlMa bm.M rR•VI•E TEMrERER
YY IM,kx.MemoW YMam call aI IM sihTY wl t Ia~Fa
Guard ml 9 Me Yon v[a al a WlrvnY ee ^ TYPICALRNORS
�n�h aon5.n unnollW In[ MM• ^i _ (�
Orion mx n CAN;with a tw H[a of NEDROOM Rt _ SITTIN r_ MASTER IW � � 411,
ramanUmmessawtn. er Q ROOM LATH /. R
mx.wy wYluw rv.rd[n.tl� r 1
lhanNi %lnh"MMayraa 9 : rvlIt
w ling rnm Ma n'In$ar Ma tramN Y v V W
Iry I3'415t' 1x'-11W a FooF FoodIMP
< g
14
O
CUxH2si CUBHO31E CUM12E311 CUMN]Y CUD [ E WOH2631 Call Credit GW131][ 3 w/ un) � V
/• , K
uv" ]LINT �,3ExtEDA CH W
fT U
NOTES. M-T 144- 4 A
'A^ nT rr zr ' t"z •� �2 Fo
!'-1" FIRST FLOOR PLATE HEIGHT
EXTERIOR WALLS, 2X6 414Fzrr
INTERIOR WALLS. 2X6 i 2X1
v... _LAN 6
ALL WINDOWS ON SECOND FLOOR
S Sm•ke Detect•r t NERsexNUEE rvE
SET Q J'-D" 2ND FLOOR V-9'
c• Carlon M•DNIJ• Detractor 15 xAxls Ano,
Meter to General Notes � SCALE III" = 1'-0" znx ply,w.. as[yn
(3) 1-3/4" x12" LVL � i
RGRgFinYloeNing required FmYtockinl chug be pnvibltoubn all contain" - - - \ - - - - - - F-
are openings (both nn"l and henzonod) and to farm on effective fin Mi 3-112" x 14" LVL Flush Icy
betw"n silnce and between a too story and me nospaoo FiroMeckmg shall
as pi in ""-frame"nstmcten in the following locations
1 In eon"ald spaces of stud walls and partitions, mousing turned spaces and h
parallel mw of sluisor staff i Mhos, as follows 0
O
11 Venially at the uikng and Nor gavels Z
12 Huzontally at mtorvots net exceeding 10 feel ive '�� ASHED LINE INDICATES 0 0
2 At all into "
rnnei between cenceald vertical j
l and heEXTERIOR WALL ABOVE.
"aces such as Mail at sofas, inti unmis and save ceilings an0 FRAME WALL ABOVE SHALL f—I
31n "nuclei spaces between stair sanpars n to top and iehert 0 the run. U EXTEND OVER BRICK W [T]
Enclosed spaces under Main shall comply with Suchen R31122 tea,
4 At epnmgs around vents, pipe6 ducts, costs%one wires 0 telling and ��/ O P�JII
!"rlome, with an apprewd maesnal4 r"Icttot lno pecspp ollama coo Ty
and produces o ambustion WW Fid
5 For the firoWei log o chimneys one crape"s. see soon pipes 19 TJ GO-14"-Fla r of 1
G FInM"klnl N ewnlcas of a twn4mlly 41 is requires at are line ofW4
diraseparator 32x10 � 0
LVL
TYPICAL OVER WINDOWS 61
a
r r
r ,TJI SGO-14"-Floorbsts Gl, 16" ac `� .v w _ — _ - 3-1/2" x14" LVL Flush- - - -
-TJI 5G0-14'-Floor111110 oc ve
: , TJI 560-14" lclor Joists fa31C" oc O
} (3) t-3/4" x 14" LVL FLUSH Fear 3-2x10 / _ — — U O
MOVE
ve
2) 1- 4 x 1- A L L
E
]EIst c �
(2) 1-3q" x14" LVL FLUSH N` t
w � � � , ok
_ _ _ — . . _ - - - - - - .Q- - - _ --F ... t
Men Farr HALL 'a� yis
i x w ib
MOVE ANNE LL 6 w V .. C
T I -14" lcl r Joists1 6C E c t u c °
._,� beady .Z' « n 15
FAMILY BnriN �' _ - - _ Wall e 'L i c T r'
ROOMrill 2
n_
Wall x 1/2" PLYWOOD BOTH SHOES el E w o m E E
A ,TJI S60-14"-FlooJoists'sls iG" oc OF POCKET DOOR - al
(2) 1-3/4" x 14" LVL FLUSH n '" "" i 5/3" GYP BD FINISH
a
NON-COMBUSTIBLE _ — _ _ _ _ _ _ _ — _ — Faer
FIRESNrvi
eaavE vi PLJI LAUNDRY
FIRESTOrrING OF MASONRY CHIMNEYS as FLOOR LVEL ROOM (3) 11-314"1
NTS n (3) 1-314"x !-1/2, LVLFLUSH
(2) 1-3N" x14" LVL FLUSH
Fireplace clearance - - - - - - - - - - - - - -
All wad beams, Joists, sluts and N >
ether cembusidle material shall have
a clearance of net less than 2lnches . Meaningfrom the front failed and abs of Y p well
masonry fireplaces and net less than 4 we
Inches from the back hopes of JACK STUDS ❑
masonry flroplacos the air sit not ';{ (2) 1-3/4" x 14" LVL FLUSH Y r
shall not be filled except to provide - - - - - - - - - - - -
z
se Yleckm! m acooNanco with Q rn
A oocGan R1001.12 of the code j ❑ <
NON-COMBUSTIBLE Beaton/ _ ui
F REs or w
rn Wall O KITCHEN K r m
FIRESTORING OF MASONRY CHIMNEYS AGI CEILING LEVEL
NIS O
ZN Coll
C _TJI 560-14"-Floor Jo'sts /ol 16" oc A UI
Jill
w isu
J CsTllb �Vy
W
Tsu n
uE
a (2) 1-3/4" x 1C' LVL (2) 1-314" x 16" LVL (2) 1-3/4 Y1 "L L
Elm
W
71
VytENen a, LL' C-1 cC 3 v a
P U
Iymtn
B 2ND FLOOR FRAMING FLAN �r @Msta w4t
SCALEV4" cr 11 `c Chi
LOOR TO FLOOR HOLDOWNS;
SIMP 'ON HDU5 HOLDOWNS WITH
5/i" ANCHORS PROVIDEATALL
BUILDING CORNERS
R402 3 DnYlecking required DnYleckmg man Ye provtoed to cut off all concealed SEE DETAIL THIS RAGE
draft openings (earn vrll«I and her¢.r ill) and U form an M«tive fire Yamer
""on stories, and between a top Very and the n.r space FlnYfockmg shall
M Pat In width construction In the fail ln! leestlens i rTl
1 In «nceald spin of mind walla and paNMns, emitting hired sexual and
parallel rade N sods r doddered Nude, as follows
11 Vercm>IlyalthevelmlaMgeerlevai
12 Horizontally at mlewals me exceeding 11 fest - – --
24 CEILING JOISTS (i iG" • c ^
2 At all Imeramnernma between concealed vestal and heraOntal
dp>«. dna « ecarn.efrn:, an «nmgs>nd «ve «Ihng:
3In estimated l un YRwnnsteal elnnMn at the top one 1122 of the inn W O
EnGned oNw under stairs shall comply with Soman /43112 2 O
x M otoningo around vents, does, ducts, cables and winds at using and {, 7� ✓'
Ilxrleval, wllM1 >p >pnVN main to resist do hp h»dive of name
and products of«mlustlon =� ^
5Fa1M1OM1nYleckiMot cM1imcoysand Mpleceq se* Sodlen R11131g
L �I W
G FlnYlodJngotcomers; elstwfomlly dwelling is repmndtlthe line of ,
dwelling unit separation FLOOR TO FLOOR HOLDOWNS;
SIMPSON HDU5 HOLDOWNS WITH
5/8" ANCHORS. PROVIDE AT ALL O l
BUILDING CORNERS o F.d F-1
SEE DETAIL THIS PAGE (3) 2XG JACK STUDS – –
P I 2xW CEILING JOISTS Gk it" • c ->+ ; �lC/]
w W
r45tu11 comer _ - -- - - _ - - _ -- i . > 0
• __ - - _— - — - • x0
Simpson HDUS (9) 1-3/4'x III LVL (3) 1-3N" x 9-1/2" LVL • u (�) 1-3/19-1/2" LVL j J
with 14-Simpson TYPICAL OVER WINDOWS `� y TYPICAL OVER WINDOWS _ _ _ _ _ . .- O O
SDS 114"x2-1/2" - -
r d
n w
we" screws > an
an t°
Threads" RN wth Nuts « x
r3J � t - emgsis(sBG x —
n stC1G" Fo —Fit•n Tight plus 112 tum TJ1560-114/t"- Ceilin Joiazxwa wrench
dgit system
C an
E
_ m (3) 1-314" x !-ill" LVL I
a
a
Simpson HDU5 zxlz cnulu jJ•Isrs tr•. t--_ _ • - _ - c V w P 15 an
z 6
with 14-Simpson _ - n • i u
--
SDS 1/i
cr
1-3/4"x11 7 " LVL FLUSH -- -
wre•d screws - - - O- - - - ---- - - (4) 1-314'x11-7/i" LVL FLUSH y � � W
- - - - - - - - ),, (3) 2XG JACK STUDS V P h i
nor POST pear - 1: = N 2
TYPICAL TIE DOWN e«ve cows ee•v>: i ° i E c t
BETWEEN 1ST i 2ND FLOOR -- --- W o E •ma I I Is c
2 0
TP IZ4n
ret$ TP IYJ'
wa
WDM
-- _ 1I .
Tit 560-11-7/a^. CeilingJoists 16" OC
22x,a
- - - -� 1
- - - - _ - ---- �� - " �/I II 2zxu
_ - 1211tH^x11->II" LVL FLUSH - - _ — _ t
h JIII�I
21
3-1/2" x 1 We M.V4 F4ut it
TJI 561Csil n• Joists ti iG" OC - x II-1/9" LVL FLJGH
1 a"
I
2-2a
_ O
sit un z
fit
y W
E W <
(2)� 1-3/4"x11-7/9" LVL FLUSH ] 1 Its r_ — _ _ - - - - - Y - Y SII
2-21 O
Till 560-11-7/i"- Ceiling Joists Q 16" OC
> �Vy�
>as 0
V
Z 66
ry C ill' PLYWOOD LOTH SIIDES y j n w W rE w
> OF POCKET DOOR - - -- - -- - - FI % I,
x' O 1519" GYP RD FINISH
m ti ld e D
Fee
_> > m
« ~ 131 t.vrxotrz'LVL - Isl t-vx"xa-trz'cn tsl tau^xslrz•un
— YM .R
♦ 1 \ ♦ O \ f O �S, � N .E
3 FLOOR TO FLOOR HOLDOWNS; BE A.4
�I B
(3) 2XG JACK STUDS (3) 2X6 JACK STUDS <6 O
let 2xm ucxsru•s---' - - - S11" ANC HODS PROVIDE SWITH $ y� O
BUILDING
PROVIDE AT ALL •c 'vin
tUIL01NG CORNERS �
SEE DETAIL THIS PAGE
• 4 agnm !•F+
CEILING FRAMING PLAN ,•
SCALE 1M' = 1'1 8
R100314 Chimney clearances Any Philo Na masonry chimney local" In the Interior of the building or
within the exterior wall of the building shall have a minimum air space Clearance to combustibles of 2 Inches (51 mm)
Chimneys locates entirely outside the exterior walls of the building, Including chimneys that pass through the soffit or comlce, — — — T — ,
shall have a minimum air apace clearance of 1 Inch (25 mm) The air apace shall not be fillet, except to provide fire blocking
1
In accordance with Section 1111003 18. __ _/^\
Exceptions 1 3- SIR 1 C
1 Masonry chimneys 1777 an with a chimney Ionian system listed and aleoad for use m chimneys in o contact with oemo have {✓'
In aocoNan" with UL 1777 and Incbllos In accordance with the manufacturers installation instructions are pernR[d b have
Combustible material mcontact with their oxtonor surfaces. 1 I _ - 3=RR h - - - - - - -
2. When masonry chimneys am constructed as part of masonry or concrete walls, combustible materials shall not be in "mast I f--I
with the masonry or concrete wall lip" Mon 12 inches (305 mm) from the inside surface of the nearest flue lining I 1 1
3. Exp"d combustible tam and the odnes of sheathing materials, such as wood sling and floating, shall be permitted to
abut the masonry chimney side walls, In acoardance with Figure 111003 111, provided such comYuslidle trim or sheathing Is 2x10 RarteI
a minimum of 12 laches (305 mm) from the inside surface of the nearest flue lining ComYuslilele material and trim shall not - r� O 1G"oc I I rW O O
overlap the "There of the chimney by more than 1 Inch (25 mm). 1 2x4 Collar be Q IS" ac
R100319 Chimney firoblockmg All "aces Bommen chimneys and floors one "smin through which chimneys pass shall Z
be firehleckeel with noncombustible material securely fastened in place. The firobleaking of spaces between chimneys and I $ W
trod lusts, beams or headers shall be self-supporting or So places on strips of metal or molal lath laid across the spaces 5'-11" I I ON
I I
Between Combustible material and the chimney. I Q O I—j
3- RR N 1 FI
CUDH24242W — — — —
_ _ _ _ ,2x10 Pt@t mSit ii"oc
_ — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2x4 CDIIaNIeQ 1G" oc
_,Lew crit _ ' _FrEILING
_ . .-._. �AYrc.GucnMLniicE GEiNn ry3- RR_ _ _ _ _ _ _ _ _ _ _LINEEWALL
TO
BELOW
/ se \TRAY CEILINO I ;JONA
;XPI + VL LVL eGE RIDGE/x INSIeEFALE KNEEWALL / d - - - . �. — . & RR —- - - - ' L .3—RR- -L - - - -
2kx l�pT 1 .c ' / T — r
gING At
Lso
OCP. 2X12 RA;; S Q t'-0"
2W FRAME WALL __ } L _ — -L _ w rot
To SUPPORT \ /
ti
PROF I4AREM a. ti $ E To - 2 i
PROVIDE 2X4DIAGONAL (--- -314" x --- LVL / TOSUP T II + 2 Z' «
CREaReMGNG EACH �- ieOF RAPT C Y e ? C
NON-COMBUSTIBLE I I .-- - ---- -- 7 � = c — p
FIRESTOP
SIDE -----"{-____ ____.-.---
noeF nAFrens
POST LVL CRMeSMHIAEACH N •' C Wf
LVL LVL chow aAcwc EACH c =FIR STOPPIN • Or M SONRV YIMNEV ad F ! EV DE IIEilot
NTS I -- ra-- Ra12 a FlnYee•In1 neuirel DreYNcking ahatl as aramdid N on oft all Concealed � u � � eIMS _I -2x12 Rafters AS 1 G"o / draft aeninaa f eth verteal and h.wrtap and a form an M cNe fin Damer No u ^ IM cNlWsen tl«sp, and Ntween a ap Mary and the rod space FlnNetune shallowA « as previlad In "04-frame constrction In the fellevnng lesions =_ xTi1 In cencnded spaces si walls and PrWms, InclWmafurMsancei
Prallel rrxa et dudur datlmdsLes; as M1llews
..- C
N \
ON ---------------F ------- -. III 11 VoltKdty at She «Ilona and Aar levels
in 4 O I / N 12 Horizontally atmiarved not VNNwine 12 Net
U w -2x12 RaRors AS 1G"oc
/ / 2-2x12 2 At all Interwnnac ens dowson cencei vormal and hmwnal
\SOFFrr 1 / 1 spaces auto as ecavr at oRN, drop eONnp and Gave "at"&
FIRESFOPPING A-_ - - _ . _ . _ 2—RR— u_ � ? _ _ _ _ _ _ _
Nt 0x4 FRAME WALL N N 3 in OMIGMNd Gae«betW«n Moir aNnsom at the top one bMm H the Nn
nsWnE WA T�NUPPORTR5 CY / / � II Enclosed spaces under swim shall Simply with SMIOn R31122
L. ROK MffFl13 MCV1eE tXUTAGeNAL 1D ' - -- + - 4AtM«IMsismi Monte, pipes ducts, Gabler and whosat CMllns and
PROVIDE 2X4 NAGI CReGGaMCI"EACH % � _ / I'I N
CROSS DOCING EACH SIDE Nr — / III tNr eVe,Wtlh anaanvel manna anala[YL fi«paawle of flame
FIRESTOFFING OF DROPPED CEILINGS 4 Ice SDE 1Q e — — — — — — — — — i ml mlutceombudlen
IN a
u 144" 20'-11" 5 For the firabackpa of chimmys and mosses, asse Section Al 603 le F
O
2 - RR posting, \ ` — JII G Rnbasklna ef«m1«ctlal"-hmllyd"Irina is nomad at Nelle of n z
� • Wall dWOI1111I UOlbaerabn N
-2x12 laftera l\ 1i-ec I , 1 N w j
X4 FMME WAIL V Ga
TO SUPPORT PC
1 RPF METERS A W
PROVIDE 2x4 O1AOWAL y
/ / \ \ CROSIMGNGEACH
To SUP FR) ET / \ SIDE
/ aoF RAFTERS
I /• PROVIDE 2W DIAGONAL / \
GROSS IMCING EACH
SIDE
�
is A
1 ti/ 1
11
NON-COM11USRlLE ' I(�]I r
FIRFSTOp 2XPLATE ATE TVI III t/ ► r
/•/ QPERIMETER
1 1 \'�
FIKESTOPIPTING OF MASONRY CISITMNEYS 0 CEILIN[ Niti 1 1 • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ W E a
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - y ate ` s
_ > INS
�
cuoHm
24z4 zw W e7". � W
TVP FRAME DORMERS U i 11 S
5'-11" 2XGRRQIG" OC
2X4 CJ Q
ZER= Ra QI 14
5
411-0'
g ATTIC PLAN / ROOF FRAMING PLAN pTT file n
SCALE: 1 /4" CC 11-011 `9
F11FNEW 0
Q
Q �
w O
3
Q � z
H
awx
3
o �
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E
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METAL
CORING 125
i `E Cow
CaQy IN
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ROCK A$ PERRI V� u j N 01 SEC9.NiL5
u ` � T ^ E � `
tee :°= ice : '
3.
R..F.wx \ '—
PITCH ROOF Cf\I
i H'IR.T
TO BRAIN
ROOF DRAINS'
IN ACCORDANCE WITH
MASONRY RCNVS SECTION 8903
FIREPLACE CHIMNEY PLUMBING CODE NYS CHARTER 11 0
w
0
O
� 2
O N
C4 w
0
CRICKET w
<
E C h
un
0Vy
W
S ti
tiW
FH < �
frR eze
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COUP ao �
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S
ROOF PLAN
SCALE 114" = 1'A" -
,r .1..,: .��. 10
F.cA,
Fv+y
W
Q
¢
Chimneys shall extent at least 2 hat higher ,./ �-1
than any Portion of a bmlting within 10 feet, Fes'
but shall net be leas than 3 feet above the W
highest Punt where the chimney Passes
through the reef (111001 G)
C)
12 12 z
¢ moo
t— t
:j
owz
12 11 / ® ® INTO IRMELLS PER S 5" GUTTERS & ITE PLANOEK 514" X Il" FASCIA U �AZEK SMOOTH SOFFIT 4
WITH 1" CONTINUOUS _ _ 7 - - CFI xuusTs
- - \ SCREEN VENTING _ Tor OF PLA
E
FIN 4
Y _ - -_ _ - - - - AZEK FRIEZE 3OAROS
kas
-_ _ __ __ - _ _ c _
-_ - - --_ - _ - cG .y �L i W2
LLU _ tt
CEMENT BOARD HORIZONTAL _ ; - zV
LAP SIDING HARDIEPLANK L"�v ` � i i_r
i '
SIMILAR - 5" EXPOSURE � nrors FLue
OR S n 3 u
SMOOTH FINISH
_ - Tor OF PIL ITE 'nii
IT - _ IT � i Lr ; I_ —_-_ ___ -
-- _ _- -- - -- AZEKSAXS
OF
IF �IF
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F TM OF 91 FLOOR TOPS' I NATION 0
W
F
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w O
4 FRONT ELEVATION BRICK WATERTMLE N W
c n w
SCALE: 1 /4" = V-0" `
I I I l I I I
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SCALE: 1 /4" = T-0" F
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FN
LEFT ELEVATION Lug
SCALE: 1 /4" = T-0"
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RIGHT ELEVATION
wrw
SCALE: 1 /4" = 1 '-0" � F,
tiW � � g
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.�gnEN /0 U y N a
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�°NTm�,
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OF NEEWS 14
TYPICAL CONSTRUCTION NOTES : "r�UI
ENCLOS RES AS IN KATE[ I NOM@ AS E R N f MFROVED CUSTOSMEtt CLAS$ SHOWER LVL BEAM
ENCLOSURES As IN\ICAIER AM ST RETERRACES OWNER CUSTOM TILE SHOWER MSE
µcu YF rANIM PVC rWNNW\En W CUM
CEMENT
TSEIRES LEG RED
\ASEED TO GRAIN ON
5'CUBO IN\ PAN
CEMENTS MINIMUM
\E\
GAF &AER ULTRA TO MMGXITEDE RAI RNR SHINGLES WIND LIFETIME WARRANTY PITCHED T.\MIN M LEND SHOWER ES rR UB LE GETEN[MINIMUM i'VERTICALLY
CEG WATERGASPER rERMYS S WICNES XTEMORGR ATWAILc AUL SHOWER WALLS/LOWER N\TU\ DOGESTS RECEIVEIZ ERCEMENi 1,Z 12
ROSE G AS
PER
UR PLANS WITH$4' E%1ERLRGRME$rAN RATES rIYOVN SHEATHING 'N/.N\ER\1AN' VERIFY ALL SHOWER N.NAH\.RI1N5 WITH OWNER
NAILIN.AS rER NAILING SCHEDULE ANN STRAPPING DETAILS \ t
TYPICAL FRErLACE IsAFIILY t
RRM[E FLUSH NM'{NOUSTMLE HEARTH,SURROUND,APPROVED
1P OVERHANGS TYPICAL ON MAIN HOUSE TIGHT SEAL BOORS FEDI AND ASH DUMP rTl
SN'X P NOM A2EK FASCIA TRIM MNLMNG PER OWNER rock vn P,I'Ulw muJA,W vM FORM 1E
PROVIDE LEN COATED NrrER METAL MIP ENE OVER ALL FASCIA t EAVES JN.NYS \u MnS G4 PGGO,I mE-ry d"ImIM1m I ,', Ilii II ' �I „ I' II
AND OgLEENOS "AZEMNENAL PROVIDE We SMOOTH AEK SOFFITS x.J fiunln[nhrYOFyYrL.INYS CJ.brr.Mlr.rnnY II �I �, '�'llILLII " 'II ILII i ,', V
WITH 1- CONTINUOUS\LACKNNYL VENTING SCREEN CMnnry m. Ku ahMI 61111 varlet-
Am m.Mn a mhlmnm G Wool 4 ry
TYPICAL GUTTERS AWNII��11
LcuFK
CDNNEOTORNELLS AS ALUMINUM GUTTERS ANHWSIIE ASRE VIREO
CONNECT TO\RYNELLSAS ALL STONE
NATE SURVERACES ISREATIRN[YEDERS
PROVIDE NOT
PIPING UNDER AEMPTY GOT*ANY ST AS NEREQUIRE\ LEADERS SEE GENERALCNSTRUCTIN NOTES'
SHALL NOT\E PERMCOLORTEOD EMPTY R.TY E ANDALE TERRANDL LOCATIONS
OR
SN ALL VETTERS AND
NDLEANUMWITH R.OIER ANOALLCRETAN OUWORK. SEE
E-GYdrinGULLONSTR r'l
TES
OF ALL GUTTERS AM LENDERS WITH OWNER\FARE STARTING THE NV RK SEEYENERACONSTRUCTION NOTES"
_ ttrvl wi uac i\� O O
PROVIDE CEMENT DBMS SIDIN, FANNIE R EOUALAM INSTALLED IN ACCORDANCE SEE'GENERAL CONSTRUCTION NOTES"
WIND MANUFACTURERS SPECIFIGATIONSAND INSTALLATION DETAILS YInLI WrvGM 1`-'I
AAM INSULATION
WATER RESISTWE SMIRION W
INSTALLED AS PER ALL PU LIDRER FOR HINGATPLACEMENT PRMDE"GAF'JCNMVENi' OR APPROVED AUAL MALL RIMES
OF PIIR G%AS TO TOP OF TOPN SXEAOF AL ALL PLYWONSHEATHDING ALL GA SHALL WALLS. NibM W
TO LULL RMEi TO TOS OF SLATES EN ALL H(2)PLA WALL(INCLUDINGALLGNLE END WALL$.
TRHFALL AFTERS ENO WALLS AILING AS ALL PERMINGSCEDULE, ATARWALTTOM OF con 7
r31NOF RAFIEN ALL FIBERGLASS
NSULATI NNTH KRAHTVAPOR WALLSDETAILS,ANOlWG53d _ _ yJ
SROMES1?(RSTAMONAsi STT CEILI INSULATION WITX KRAFTVAPOR BARRIER
SN' GYPSUM WALL NAR\ONwuu MB MPRGe 2X12 ROOF RAFTERS - W
SALL TUB
KILN ORIA WITHMPROPRIMEGR.VEMARKINGS, SEE MAWINGSFR
nN saED 3N' EXTERIOR GRADE PLYWOOD SHEATHING GLUED AND NAILED
R EXTERIOR WALLS WITH BRICK VENEER X JOISTS RIPPED 1A" / FLOOR SLOPE TO CENTER DRAIN a
BMR RIGID INSULATION GLUED TO TOP FLAT JOISTS.
BRICK AS SELECTED BY OWNER, GAIN BRICK TEG AT uvc VERT AND Harz 1/2" SHEATHINPITCHED TO DRAIN, O
PROVIDE WEEPNLEG t ZW OC SINGLE PLY EPDM ROOFING MEMBRANE INSTALLED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND INSTALLATION DETAILS INCLUDING O
PROVIDE THEME V GYPSUM WALL Km[THROUGH OUT PARAPET FLASHING SPEICIFCATIONS D
WALLS AND CEILINGS
NOTES' ALL STUDS SHAD DE NLN DRIED WITH APPROPRIATE 2X6PARAPET WALL PLYWOOD - O O
GRADE M
E MARKINGS.GEE OW
INGS FOR STUD SIZES AND TYPES ( I —"-
CCANTSTRIP@PERIMETER. \ �M} �O/�
^OPi1RA -ALL INMRIR WALLS SHALL BE FILLED WITH FULL THICK FRICTION FR FLASHING, COUNTER - FLASHING - - - - - �/ V VI
LNND\ATTS TYPICAL FIBERGLASSµIIS WITH VAPOR BARRIER WILL
NOTE APPROVED UNLESS VERIFIED BY OWNER PROVIDE GnuBL6p9G AND METAL COPING TO MATCH SHINGLES,
ATMID.HEIGHT INSTALL ALL FLASHING AND ROOF ACCORDING
TO ROOFING MANUFACTURERS, NYS CODE . -
REFERTOMANUFACTURERFORDETAILSAND _ - - - - - - - - - - -
SPECIFICATIONS.
TE
5/t" GYP RD CLG `n
TYR 2
1z 12 - - "v - ❑I ❑ P vE 0 .Y
nP� PLAE
_ 1! E
(FRAME WALL X4 FRAME V .Z ^ W M
TO SUPPORT iOSUMORi NO
= O n O J
NOF RAFTERS RNF RAFTERS - -_ M ? b C tl
PROVIDE 2X4 DIAGONAL MONDE Z%UTAGONAL TYR BASEMENT SW O C
CROSS SPACING EACH CMIS\MGING EACH R O '' O y � E O IS
GIDE SIDE 1 w
= n • i
all WA� - _ - T-ALL SECTION - B
INSULATION 'I , IiI C �il I ` oh. A TR mrstAm
- SCALE: 1 /4" = 1 '-0'1
- —i� L — 'I — _ _ - MI IMTAIRnM M
INsuuTE R-3t BATT UNDERSIDE q INSULATION
n STAIR N INSULATION SCHEDULE
WITH SPRAr siAln
Aon WELL ® I f � I AN GYPSUMWALLBOARD LLS ASK CEILINGS LOCATION R-VALUE
AM OEI MINIMUM SO MOS
NOTED MINIMUM SO^MGISMe MOULSTMT GYPSUM FLAT CEILINGS R - 38
wALuwuENT"ON AMD ON WALLS AR WALL BATHROOMSINWET
HUMID AREAS) FLAT CEILINGS R-34C
AND WILL ACMNAbRWAILMN\CEILING IN WLTAl1FA ANO MEN
PRAT OVIDE S SURE TILEMATE VAULTFLOOR ( UNHEATED)
R-30C o
-
AS
CODE MTEDACTURE w0.uRNRE0.LS AND CEILINGS FLOOR ( UNHEATED) R-38 W
AS PER NYS CNE, MANUFACTURERS RENIREMEHTc AHHMWIHGS F-
- _ TRmFSUPLNn FLOOR ( OUTSIDE AIR) R-38 i
EXTERIOR 2X6 WALL R-21 c rn
1 - - - vlml cl.n EXTERIOR 2X4 WALL R-15 FN o
TR OF ELME INSTAL3N"MAFIRCOXTON4EANOGRNVE PLY ODWEATXING - lV W
ALL GLAZING U - 31
PEMENWim FLOUR L ITH IINUGUS CONSTRUCTION
ADHETVEPREMwMAn OR EQUAL PROVIDE RGARIRGLAM INSULATION
nOW DOORS < 50/ GLAZING U =
4
0
KRAFT VAPOR SIDEATSEMENTUNLEiS WENEIN
DOORp50% GLAZING U 31
FINISHED PROVIDE CK FACES OATH INSULATOR ATLEDONFLOOR. R-5STEELINSULATED DOOR U = 2
VERIFY HICKEn FLOOR nNDDArrswRXOWNER ALLALLWMLNGM
PER NMLING CXENLE A V-
WC)
W<Urq
�Pjy
CONTINUOUS IAN'TERK WITH SILVLRIMMNNDORDRTERMTI SHIELD
ISI
AECIIINCHOR BOUTS
WITH SIL' SEALER RPLAIN N ORDER TERMITE SHIELD I M
MICXOR\niS ANO XDAONW PER PLANS
I WIDE v 1'4'H1ON CONCRETE FOUNDATION WALLS AT BASEMENT w1(2)MG I-1
REINFORCING SAM TOP AND BOTTOM
-
BRICK TRnGU\FLOOR q RESR$IN WAUI WALL0 C EACH WAY [�]
_ WATER TABLE WNBEA13' BEER CONTINUOUS POI CONCRETE NOTING WITH 131 X5 E-1
/ - - TR OF FOUNDATION REINFORCING BMS CONTINUOUS ANO ZXA KEYWAY CONTINUOUSMAP. UNI .r1
__ __ _ _ _ _ PROVIDE BRICK LEDGE Ey
/ MONDE WATERPROOFING WITH BARRIER NARK AND PERIMETER DRAINAGE
5/8" GYP BD CLG �/ __ _____ - - - - RPF U
TVP. FOUNDATION WATERPROOFING
WATERPROOF BELOW GRADE FOUNDATION WALL H1 < ^ R
SPRAY SEMIILESS RUN ER MEMBRANE,RN R-WALL RilW W
FINISHED MANUFACTUREMRMVED PROTECTION MARK � yEI M mIMEMENTv
IP DIAMETER PERFORATED PIPE,NTH GRAVEL ${E] A W U ,ID
M/,GOUTS
oM/, O
SEE DETAIL COVERINGTHEMPEAMFNTINOANDE% = J
TENDING tjSEHU AC p V/ ;ID
- ON 2WG11 AT LEAST 12 INCHES UP ME FACE W THE BARRIER BOARD
THE VERTICAL WALT PIPE GI
E SHALL DNTOAG
DRYWELL
O OAGMW
EMESTOP BE FOOTING O
- - GABN yID��Y
M
OF
NfN
SECTION - A .I G FLY. G.ABF 15
SCALE: 1 /411 = 11-Ovl SLOPE ALL FINAL GRAPES FROM ALL CONSTRUCTION N PER NYS RESIDENTIAL FADE
n..rsmS,n
Oil
NOT
OFFS naqNet,lm�.h^R� Net,
- - - - - - - JL
- Fenrt.w'"In .n
e Semeed OR MR
ll nntoo•f ee. _ L.'Memo element EA NO LIr
m I AAt •n:T Funk.W rr\
- OrXahRIA "Myelnminr hil
4-I/2" contrera Rlab w/ Ti Conte, slab on ei IwMLOwil *lY•
GxG - W 4.0 / 4.0 WWM conn lte floor dock. - n��w 1,.¢I not will
e11 Net
on 1-1/2" 22 1 galvanized _ Q
Pitch cont to garage door 4 - G 4 reban ^ee•w"nmNmm�
Floor Dock Tye" I�w - ---_ - $m�mnµuN�w••
AcontTn�U& 41[
rant. Arron "Will Ii °cotlini Vghon Gba4„ wix4" Cza1v. angle w/ 1/4" x G" ww,mau•n = an*muwr.n 02 See Feel A(Ix4 41v a than • 3G" oc .aPaa.:nM.m,-R*.m..pam nm.n
an to w/ I/4" xWI x 15 s th 1- a4 retia continuouswi 3G" 3'-G" r/- oc with I- •4 mba8" 4" WBx 31 Geam P.rt..w.5„�nRr W
Feel Z
Penn File V sent Palmnihm,III mulatien CI
(YR"n wM.l.nlal OrT1 I•T+�1
I'-4" I'-O" milli ••a OP SLAM = by Oaa.nman � � /'1
SECTION X - X - - - py I-I
III e.u,,epli en
Gn.ne Y•w l Imo,
41
unsR. F-t
TYPICAL FINISHED BASEMENT WALL SECTION O0 O
SCALE: VT a I'-0"
ell C40E
Bit
ON
ONTINUOUS RIDGE VENT = ' � D w
SECTION E y
CONTINUOUS RIDGE VENT ecE Bow _ ,_ ' � c
STRUCTURAL RIDGE BEAM *GERMANS M t c c eY
tYe stnggln! Mr detail m 1wS 2-3 '`� ° 0 Me
i o _ c i
an.VMn NIY.nn,Nn.Y G £ j •13
Ma Simpson LSSU hanger za.y.n Yn,Y.nq.,,.mn.m.nu sR ,lS v, V3
o GE BOARD "N :-Y.-mNhMnp A V ^O OR
e j N y
@ structural ridge Beam CONTINUOUS RIDGE VENT 12 pay n•:,n.Ynw wm.^.n»t u ? m c n '
typical each side of the ridge 12 - n. T �r.� nY M.n.m,n m...wa es.
Y• S R-30C BATT _ - _ c • wap.*mnwo,anrn..nYe r9 � w
Beam at each plot. GC% INSULATION _ _ Le Or• 1V ac �� 12 wExTEmenwu*,n.en.w*awr H Y e_ G r
TO OF RATE
- - -
y
4
R �,� sruov BFPLA*E
BATHROOM SAUNA
n
TMP OF SWFLMMR
TMP OF PLATE W
0
N $
O
I
N N J
ZEW V BREEZEWAY E
m M r N
fCAR.GARAGE 3 1 CAR GARAGE V0
FZ•i
• • � • a. Y _ TOP or FOUNDATIONLr
W
WRERPROFING —ft `( WATERPROOFING `JIi TeP
R� HM
4 �
q 4 H
? L U
swN PIPE UNFIN UNFINISHED W ou
UNFINISHED
BASEMT BASEMENT F•I E"'I < o
BASEMENT
a = IMS
�o " ` o � o o : � o r—1
_ _ TM�FFGRING ^ 7 GO J
-
- 4- - _ q PED � M• U -
�R' 'Ht`s F4 e 3 4
N �
SECTION - E SECTION - D SECTION - C "�> 0Rb
FOF NE`Ny ■
SCALE: 1 /4" = 1 '-0"
SCALE: 1 /4" = 1 '-0" FOR ALLrvnCAL GN3rnuCT�NNATURAL SCALE: 1 /411 = 1 '-019
-50 cover Box Rushes
uP and out of the
Cover aox Pushoo u' way for acoocs
GW NINY].ENiSENANi \ Y
thin Prohb slmclunl TINS uxnxulus.Eu.Fe.NEsw one out , the way ` Insulation Gams
shoothinl as dnRatep cMTINu•us.EMS far access
behind tub Type Ext Wall •E CEwUMW Prevent loose-FlII
mculatlon from _
Continuous lead Air Seal falling through fl✓\y'
of Sealant M Gasket access
adhesive antinueus load I_I
of Sealant or clNTINI aEw
adhesive �eT SE.wvrt
Adhesive F--I
Mnxuouc SEMS
WeatherstnPpng eal stairs
Sealant OrreucUMNT n Panel home Sao Q
M III wuL with caulkns
MR LIAMER Pull-down
or foam
DRAFTSTOP i SEALANT AT staircase r 1 O
EXTERIOR WALL OF BATYTUR BIR BARRIER AT ALL IAND JOISTS �./
NTS NTS PULL-DOWN STAIRCASE Z HIy
INSULATION AND WEATHERSTRIPPING
DETAIL NTS ^ O
CURN m USM EEMNI OF ADHESIVE TYP Roof Const h- '�/� r/W�1
NOFIE4.V!! YFl a)l
Typ Faswa/ 2x10 CJ w/ R-38c I--1
WOFL@" (ED OR Soffit see
TO FILM LISTMMCLIGURE Const Dweltc
� H
RIM J•ISirRIM TL•]YRELRYLNEa
MO
fRanau RARE Type. Exterior wall Sealant or
ED Soo Const Dwls adhesive
IGFNNNNII
ER GNIGHETE lx SILL O O
SECTION THOU ROOF FRAMING r! OINN
AI! BARRIER AT FOUNDATION TO BAND JOISTS Exterior Direct Vent PRE-FAS NTSFire Place Box
NTS ;
= w . I
8 zSIN
0
• 15
= P e. � �
y � .K0 _ • s
[ teCe-
eLe
4IS C
^ Nc i w 3
0 C
l e
2 'c uF
e3 '� 3 'I E0
I-c Sa_ = n ii
ROOF JL4" VTR 40 vTR IL4" VTR 4VTR
2.
I
P" I n' 1 14" 3' I InI I'd J11 1 3' I In�' _I_In_" I In" IIIc
I Ir I In'
I In' 3 I I/P_- I In,
I IR � I I/]
L
2. V 24 Ir 21 2
11
_ _ _ _ 3 _ __
l �J 3 - L i Z
� 11 3•
2 r �i3' 3r 2r N O
3" I
3 3"
SIN jig _ _ _ I W
N
M r U
1
D _ J 3r I_ J W N2p1
Il
W J
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