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NOTES OGEE GUTTER - STANDARD M"
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ONS
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IT ITTO GUAM.HARDWARE MUST REMTOEREEPTURS A 10n5EATION NEW WWOOWSpNO WORS SHMERS MOST RE MARKED FORWHATOPENINGRIS TO mVFlt
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS www mDmBRIGnDBTvlcee com
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT / GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, phpne:
(631) 2SM-2260
LUTON
mlCheel@m[hde Ignuw[c .Com
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WALL RAFTER WALLSTUD
CRIPPLE STUD BOTTOM PLATE
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FLOOR UBP NUMBER LIESOMPTION APPLICATION
IST ADS! H0 DOWN CDNNECT 13151DE DF ILI""" B
ANCHOR TO FOUNDATION WI ANCHOR BOLTS
CONNECT T0161DEOFALLCOgNEREON LOCATION U6PNUMBEIR DESCRIPTION APPLICATION LOCATION USP NUMBER LESCRIPITON APP _G_AMON BATH/3M iUS]iORT EACHE A WALL
LRUNNIN TLIETEUNDESFOq E FLOORDEO
HOLD DOWN ROTI SOT PLATE OF 2NO FLODRgNp TOP RAfiER 9QE USp NUMBER GESCgIPTIDN APPLICATION SUPPORT EACH WALL PUNNING IABALLEL WIrN THE FL00R
SKID g066 ANCHOR PLATES OF IS CLOD R CDNNECT THROUGH ALL OpENINGE L6TAY2 11M11R"SEAS, STRAP APPLY TO EACH JACK STUD R00, LETA21 1.19124'RDGa STRAP APPLY OVER gmDE TO FAIN Inr imn yS.y LIU, 1 Spx.SLOPEHANGEq AmIrTy BEACH PAFTERI LEDGER JOIST DIRECTION WITH 21T06T3, UNDER WALL,
THE FLOORS TO E.ICH OTHER
WITNREADED AIDE. ALLOPENING6 RT30K IH TYUOWNANOXOR APPLY TOFACHCRIPPLESTUD 2,lu L531G 1l pe, SLOPEHANIMM APPLY TO EACH PAFTERI LEDGER FOR T319T NOT DIRECTLY
BLOCKING B2f OCLEL WALLS, PROVIDE
WALL9Np THROUGH-BOOP EXHAUST
LopIELECifDµD
LOCATED BY CONTRACTOR
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RIM BOARD CHIMNEY AS REQUIRED
WATER RAFTERS
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WALLMOUNTINGMAINTAIN
SIDEWALL FLASHING VENTILATION WOOD JOIST
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FIRST WALL AND MOISTURE 2x1 LEDGER
_ STARTING TO BE ATTACHED TO WALL STUDS BUbC BARRIER TO LA!FLASHING 2x1 SOFFIT INSIST
AT WALL-- MAINTAIN GR ATTIC SHALL BE PROVIDED WITH A FASCIA
AND ALLWINOOW/DOOR OPENING TIONCASK UDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GOITER
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID MAKING WALL STUD NOT LESS THAN I/150 OF THE AREA OF WORE GIRDER
INSTALL I'D"O,C, / THE SPACE VENTILATED ALL OPENINGS CHITIN SCREENED VENT 7
LsiA24 1-0IA'n21"SEAS,STRAP AND JACK STUDS
SHALL BE COVERED WITH CORROSION— CONTIN, SOFFR/E%T.PLYWOOD L
ON ALL OPENINGS / PROVIDE HEMMED EAE AT RESISTANT METAL MESH WITH MESH
INSTALL 49 '0C FLASHING TO FORM CHANNEL LOCATION USP NUMBER OESLRIPTION APPLICATION OPENING OF M INCH IN DIMENSION SOFFITED EAVE
LSTA3D 1.11VA30" 1900 STRAP AND JACK STUBS AND IO M rO MAINTAIN AWA CONNECT TO
ON gLLOpENINGB / WPTO PREVENT gTRLApY 1".6"flAFTER RTiO 103M41SGv,iYpDWNANCHOR EACH PARES PROVIDE BLUCHERS BETWEEN POWER THAT ARE SPICED AND O Cil
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ON ALL OPENINGS CONNECT EACH OVER RIDGE FOLDS NEEM CHEAPNESS LO IRT/1" ALL S01lil CONNECTED PRO ER STEEL CONNECT RE MUPT0giE0 WITH TSI
PAFTERIPIATE RT16 TYDOWN ANCHOR AIR PASUC iD ALLOW FgEC THE PROPER STEEL CONNECTOR. r 1
INSTALL DJACKS UD RAFTERTO PLATE OVER g10GE i0 AIR PAS AGE 1r ABLE METRIA FOR DELETEARGON. E "KILTER THAN LET OUTS ERs �( v
S". IB" MSTMR 1-t14"x19'182, STRAP
AND JACK STUDS CONNEL' OVER CAFOF TOILOTE TO ALLOW FOR SHRINKAGE EREIDVCE BUMP OUT! ^ Z
ON ALL OPENINGS PIATEIWALL 6PTHq STUD PLATE gNCHOfl PL1iE6 iD EACH GTUO OF ROOF � J� F-I
DBL SILMR
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DAMPPRDON EXTERIOR LA EMIL POLY _ RETIRED TO ROTO BB' S WUIT ITHi4Ci,
GRAIL PBLYON EXTERIOR GRANULAR FILL r _ 1/2 ' BO 6
' STEEL COLUMN q 'x POOP TALK
q \ ' DONE SLAB aIPA TESL BEAM
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COMPACT FILL r POOPING LAPS TOP AND BOTTOM P AIN
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CAPRI WITH 1/P x 6' ANCHOR BOLT
4'v DOUG FTG vA'0 Ade USEWITH 393 SOUAREWASHER6 SIDES AND TOP la' GROUT
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TYPICAL COI FOUNDATION,APPLY pIUSTERS SILL PLATEIDFDUNDATION 25T0RIES 36-OC
INHERE OIF FOUNFOR DATION
APDL BRACING MIN. 3"STEEL COLUMN SNITCHED TO 2N",21"x11"CONC, RG, CRAWL SPACE OR FOUNDATION) STEEL / BOTTOM BEARING
WALL CENTER MADRE TO FOUNDATION 1pETOKIEs SPOT
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MIN n Y"o AAS aA'� • ` NOrCN BEAM FOR MUDSILL]F REQUIRED iI • e _ S1- FINE
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OF CONTACT WITH CONCRETE OR WNC 3LIXK STEEL BEAM
TYPICAL CONS MONOLITHIC FOUNDATION RECINFORCE WITH(2144REINFORCING BARK THICKEN SLABS BENEATH BEARING WAILL3 AND COLUMNS SHIMS TO LEVEL REAM ex• e• ' PURE INJURED TO BUM) R $ � SCALE: 1/4" = 1'-0"
REINFORCE PEOPLES WITH 1214 REBNFORCING Bµ5 ir^ 1, / W
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design servl=ee
mcbdeannservlces nom
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GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: annual: 96-2250
ROOF FRAMING: m1cha
1). RIDGE-TO-RAFTER ASSEMBLY OCCUPANCY LL4fi51FICAtION ml[M1ael@mebtleslgnservlees.mm
Flit 20 gauge shop shall be adhered to mach pair of rafters In accordance to table 3 q, JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE
C : When a collar Ile Is used In leu of a ridge strep,IM1a number of 10d common nails required STY. SPACING
V
CONSTRI CTION NOTESIn each and of the collar lie need not exm� the lebulalnd number of BSO!
nails In the strap RAFTER TO 9'WAUT 3 E COMMON EACH BUILDI GHEIGHT
CONSTRUCTION TOP PLATE iP WALL: 4-8d COMMON RAFTER TOE-NAIL
TOTAL 60. FT. OF COCONSTRUCTION1).The lnformallon within this set olo°ntlmclNal
lon documents le retl to basic design 21 RAFTER-TO WALL ASSEMBLY, CEILING JOIST WWALL' 3 Ed COMMON EACH
Rent and framing details They are Intended as a constmcllon aid , not a substitute Enteral framing and sheer wall connections for rafter, waling or truss to lop plate shall he In TOE-NAIL
for generally accepted good buct
lldre pralm and compliance win current New York mordence to table 3.3.When a Finer or blue do not hal In line With studs below, rafters TO TOP PLATE MWALL', drip COMMON JOIST PRESCRIPTIVE Ae PER SID
Ml RESIDENTIAL CON0IRUCTION CODE AND
Slate bantling couro. The General Contractor is responsible for powifing standard or trust shall be attached to me wall Np pilots and the well top plate shell be attached W CEILING JOIST TO AS PER TABLE 3,] EACH FACE DESIGN CRITERIA Ci RENT SBC BUSH WIND EDITON, WOOD FRAME CONSTRUCTION uti
ornWcre calalM and pressures W wood a professionally MHh°q structurally the to the wall stud with uplift membrane Roofs overhanging the rake side of the bulltling PARALLEL RAFTER WFCM-SBC LAP NAIL EnEfin
puna antlawealhaRmof wmpletetl product.
shall be connedetl wllM1 upllN mnnedlens In accortlenmwlW Teets 3,3c CEILING J015T LAPS ASPER TABLE3 ] EACH FACE FRAMING E TS EXi.OBpLLONIEOR LANE LR0090ECT0 AND GEN AL NOTES
strife Gmerd Contractor lc responsible for ensuring that all Work and mncWtllon 3) WALL-To-WALL ASSEMBLY, OVER PARTITION WFCM-SBC LAP NAIL
p g COLLAR TIE AS PER TABLE 3./ EACH FACE PECKS 40
moors current federal, mine county and to®I mtle; netnews and mguN9onp etc. Wall studs above and studs below a floor level shall be offered WIN uplift connections In TO RAFTER WFCM.SBC END NAIL ATTICS LAD STORAGE 10
These codes am to he considered no pad of Ne epeolfmbons far this building and accordance with table 3.3b.When wall When above do nor bitIn line with code below the
should he adhered to even if In unarm with the plan. studs shell be attached to a common member In IM1a Her assembly with thrift bennedore In BLOCKING 2-8d COMMON EACH TOE ATTICS U/ STORAGE 20
a
moNance are table 33 TO RAFTER END NAIL DE51GN WAD CALCULATIONS ROOF AGROUND SNOW LOAD) 20
3) Dimensions shall lake precedent over scaled drawings.. RIM BOARD 2. 16tl COMMON EACH END (LIVE LOADS PSE) ROOMS (OTHER THAN SLEEPING) 40
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION' TO RAFTER END NAIL
Fant wall studs shall be connected to the Ioreebr m.all plata, or bottom plate with upliftROOMS (SLEEPING) 30
4) The deslgner has not been engaged far constructor aummeon and assumes no connect°e Steel shape shall have a minimum embedment w Inches In concrete WALL FRAMING: STAIRS 40
nancia lllly for construction mordneting with these plans. nor espondblllly for foundation and slab cn-grade, lflnchec In mnwMy Nackfoundaftep wrapped antler NAIL it
GAURIRAILB (ANY DIRECTION) 200
onnmbonmeme; m°Ihmr, techniques,cequencer,orpncetlulas, orloreafety the plate and nailed In accordance with table 33b.When steel straps are lapped under the JOINT DESCRIPTION NGTES
QT`( NG E3 00U E CAtAGO Y
precau8cna and programs In connedlon wllM1 IM1a Work, Them are no wartantla•for e honour plate, 3lncb cquarewe•M1ee Snell be ucetl wird the anchor edits Anchor boll TOP PLATE TO FACE NAIL
specific use expmssed or Implied In the use of these plans, sacing h to he spaced and used In accordance N table 3.2s. In addiflon Is spacing, TOP PLATE 2 - 1Btl COMMONT SEE NOTE. 1 LOAD PATH USE CONSTRUCTION ANOWIND PATH CONNECTION
anchor bolts en to he paced batsman 6-12i Inches from the antl of a all plata and all ( OOF - FOUNDTIO ) ETAIL PAGEaG EA NOTEAGE
5) Rotor to the Window and Door schedule for exterior openings, ers. TOP PLATES AT 4- lad COMMONS FACE
INTERSECTIONS IDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAG
6).The General Connector Is to ensure that masonry or prelabracNd Marianas meets 5) TYPE I EXTERIOR SHEARWALL CONNIECTIONS. STUD TO FACE E56 52E FLOG LANEAND WINDOW SCHEDULE
exceeds specllminnys and applicable codes. Type l Ox�rlm shear wells who a minimum of7115Inch wood structural penal on the eMam STUD 2- 16tl COMMON , NAIL Byme
0r a attached With Btl common nate at W op.at qtr panel edges and 12 no In the field and FIRE PROTECTION 0EE FLOOR PLANS
7) The General Contractor Is to consult With IM1a owner for all built-In Items 12 inch gypsum wallboard the Interior attached wain 5tl cooler nell°at Jr 0.0 el HE40ER TO C FACE
palm HEADER i6tl COMMON DGES NAIL 6MOKE a CO2 OET CTOR9)
such as bmkmses, shelving, pantry, closets, trims,etc. all and 10"o,°, In the gold shall be In accordance with the length requirmal adsorbed TRUSS DESIGN N/A - STANDARD STICKF CONSTRUCTION
In table Ma-b. TOPORBOTTOM 2- 18d COMMONSTUD END
8) Wind toast adulterants shell be wide Into account during constrocan. PLATE TO STUD 3 . 1 Btl COMMONSTUD NAIL ENERGY CAWULATION9 HECK
s,� s.� B) TYPE ft EXTERIOR SHEAFWAIL CONNECTIONS' BOTTOM PLATE ToPER CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
FOUNDATION IyQTEs; Type al numb or cheatwalls shall meal the requirements of Whim 3 Bonn times the appropriate FLOOR JOIST, BAND JOIST, 2- iSd COMMONT SEE NO E 1,2
i) Tha General Contractor and Mesonbrcvlaw glum,elevatlonc,tleNlls and notes to length adjustment Motors In Whim 3.16, END JOIST OR BLOCKING GROUND WIND SEISMIC FROST MINTER EGESHIDERUELD 7
SNOW BPEEO CESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD L
determine insured hal0nb of finished Mone above typical grade T) INTERIOR SHEARWALL CONNECTIONS FLOOR FRAMING: LopD (MPH) CATEGORY DEPTH TEMP. REQUIRED HA2ARD9
2) Allfo°Iings to real on untll•Iulbatl tvPgmj call (MIN. sOILBTRENGTHAT 20BBpel) aloweble atlew°Il lapgln•provided In table 3,14 shell be permllend N be Increased when O
Inled°r shonwelle are used Sheathing and cannedlcnS shall be N accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SOGHTTO
2442 and 22.4 respectively CITY SPACING 30 LBB. 118 0 SEVERE ]FT. TO HEAVY MOOEMTE it NONE
concrete or
mercury
expansion joint material exterior
unheated Inter and abutting JOIST TO PER TOE
concrete or masonry walla°mann In exbmror unheated Interior areas, 2-atl COMMON
m g s) coNNEcnoesARourJDExTeRICRVNAuaPEwgos. saL, TOPPureeaclRDER doisr NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: awaseaslessee
4 , Any n°W concrete wells being to Calln9 m^creW strip shell
Header an .5Widl ido corrections htbeall he ave quared wllM1upllfmnnaccordanrous In e Nor table BRIDGING 2.Btl COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES I!y
j wird table 3.5, Window sill pleleeebellbehava Seel mnnedon In accordance wnh table TO JOIST END NAIL SHEATHINGLOCATIONqT PANEL EDGES SUPP Ed
O.C. ELD
be IUnlesstorlind
with 14oftrodomnoed is" Imga1grade Use 3ppuvetl ep°xyfinWbell°n 35 BLOCKING EACH TOE Q
2-Btl COMMON /'PERIMETER EDOE ZONE Etl COMMON We'O.C. Etl COMMON ® 6"O.C. SEE NOTES � n
6) old on othmwthicksand all slave an goat 35DO mepsi erollConcreteNhe TO JOIST END NAIL 4]I
p°uretl °ndlnch lM1lck entl oagaavel811 with 6xB wire macM1 relnl°aging. lnletlorelebs 9).CATHEDRAL CEILING ASSEMBLY. BLOCKING TO' EACH TOE SEE NOTES. 1 (BOTH FIELDS)
to be minlmum 3-1I21nch N¢k All lllbhe °°mpeoWtllo BS% aela0ve tlemllywM Whale a dtlge lc tobeu•ed w e sem°tunl beam, the nfen shall either be notched antl SILL OR TOP PLATE 3 -1Bd COMMON BLOCK NAIL INTERIOR ZONE Etl COMMON Etl COMMON ® 12" O.G NOTE' 2FORPANELRELO Q
Eq maximum lens (layers) anchored on lop of IM1a beam or slope connector such he headed N each toner-t°-rltl9e GABLE ENDWALL RAKE AND HAKE TRV53 fist COMMON ®4"OC. and COMMON®d" OC SEE NOTES I,3 •/� .J
6 C2wl • awsNhe Itlatl wnhemlp mum lE'x2q'ecce•vo Ing instal one along the open coling padatthe bulltling, Connections to the ridge and well shell be be LEDGER STRIP 3- iStl COMMON EACH FACE VJ a.ry
1 r paOY pan anaanea with the above m requirements To
BEAM JOIST NAIL NOTES W
Bxl6 rad lion lountltlNn vendor every 150 cq, flaf area JOIST ON LEDGER PER TOE
DECK AND COVERED PORCH NOTES: ea COMMON
]I Demppmof summer of Nuntlatlonwlth bituminous mating as per TO0EAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IIF MENTIONED IN SCHEDULE NOTES ONLY.
NTS, Residential Construction Costa ABmll polyethylene Min shall be applied over 1) unless olhmwlse Holed all heminp minor be MI ACO pressure treated BANDJOIST PER END
the balmy gretls position°f exlehoa wells prior to beck0111np. All (edenen, hmger and anchors to he gelvnlzetl °a stainless gleet 3- i6tl COMMON ) pea pealr, Q O
TO JOIST JOIST NAIL 1 For root meal within 4 feet of the perimeter edge of the me( Including 4 Met on each Side of IM1a roof
BAND JOIST TO PER TOENAIL the 1(°°i penmeleretlge rune aMchmenb required shall he usetl p.r Fri
8) Drainage as per l0wn entl N V,B, Re•Idantlal Construction Code. 2). Gliders for stack Juals to be bolted he Inch poet wird washers and cute 2- i6tl COMMON I'N
SILL ORTOPMATE IST
SEE NOT
or
embers with G>0.qg
Girders on concrete glare shell be anchored with pmpeasleel c°nnedars anchored 2) Tabulated 12 Inch o a pall epednA assumes sheathing anachatl N reser I Wsa heming m (�
FRAMING NOTES mm mnomW win ammimpm ur' die xrmng anchor bolt with washers manw• RO F ELU
AT For framing membdn wN <o.4x<c<o4e,me nal epaang shall aaapwameInches oa
1) Alln Wood Fremlopes and
reft Manuel. Use
design of during SEC High Wind 3), Posluupporting fiat mall be anchmatl to a l2"x12"CZ' IMCN concrete feeling JOIM DESCRIPTION DAN SPACING 3).Tebulaled 4lnoh o.0 Hell sparing assumes sheathing Nreherl VusrtnminO members wW G>049. For
Use a minimum 112"die x 7" long anchor boll win washers an nut. Feelings Shall he 3 ft. AS PER TABLE 3.E framing members win 0.g2<G<049.IM1a nail spacing shall be tluea to 3 Inches oo, O �I V
2j Unless othnwlse noted, all hamhg and dmcwral wood materiel N be xz+BTR below gem Poroma with covered cycle shall few iz" din concrete gmae for the staueruRa.PANEL ad WFCM-sec WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 1^`
Douglas Fir 4) DO%joists t° have blocking et 6b c,c.. NAIL SPACING NAIL SPACING AT INTERMEDIATE
CEILING SHEATHING: SHEATHING LOCATON NOTES O
AT PANEL EDGES SUPPORTS IN THE FIELD
3) FNon,walla, mlllnAs and raflen to he spaced at iB inches c.o.unlet noted 6 .A minimum of 10 Inch Flashing shall be Installed between the building and ledger. NAIL NAIL J
JOINT OE3CRIPTION SEE NOTES. 1, 3 ( BOTH FIELDS) !`fl'
olM1eiwlee. Letlgealo be fadenetl to bulltling oath l2'tllla bolls Wim washed and pWe STY. SPACING q' EDGEZONE Etl COMMON®6"0C Btl COMMON ® 12" O.C. NOTE'2 FOR PANEL FIELD
4) Unless Smashed noted all beating wall headers to be (2)turn fl2+ BTR Doug, Fir
where needed GTP3UM ]' GO EDGE
WALLBOARD Etl COOLER6 IDO.C . ME INTERIOR ZONE lad COMMON ® 6"OG Btl COMMON® 12"O.C. SEE NOTE. 3 l
Searng well random to have (2)Ia)mkstuds and(2)full length arm on each side of all 0) Concrete piers shall he a minlmum 5" above presto V
openings LVL beadare to have(3) (2)full length studs an each slue of WALL SHEATHING: NOTES Dow
openings, Bearing well window mills shell also have(2)window all plates Nr 20 well T),All joists to be supported wain hangars and anthem. Each Joist shell also be anchoretl NAIL NAIL
openings b°Iween 4'i and a'0 and Sea Well openings between 5'11 and E'C, Provide fire to grounds). JOINT DESCRIPTION GTY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable
5), All flush beamseeaden to be installed with heavy duty gelenlzed hangers and A) Covered Root shell be assembled and anchored Is same manner as a typical select; sTanNEt�L Etl COMMON ASWFCMASBC39 be used ell eM1eeNlig wlfltln4Netofiha comens, tlM1e4N°t edge rune enachmentrequlaemend shall
anchors where applicable to all connectingjoists PLUMBING NOTES ]l16" OSB Ba COMMON 9'O,C EOOE 2) Tabulated 12 Inch o c nail spacing assumes sheathing attached to stud framing members wird
6). Dome up floor Joists untler walls that Nn parallel to the floor joist arra under hatMcbc. 1).All Water supply. drainage and venting lm he Insisted as per N.V.B. Residential PLVW000 5"O.0 FIELD G>049 For taming members with 042<Gq the mal openings shall be reduced to 6 inches a
Floors to have ceramic his Implied shell be verified Nr proper load conolly unions noted Consul CodeGYPSUM 5tl COOLERS PO.0. EDGE
°n prem. WALLBOARD 10"O,C . FIELD 3). For exterior panel siding, galvinlnawardedtl box Hells shall be pnlitd bee substituted for common Halle
2), Ver" sells system Win the Engineer car Suffolk County Health Department approval FLOOR SHEATHING: NOTE:
p, Provide MmMnglbamgmg mfloor Joists at e'o an Use Sona Blocking mnmrldet 3 , Ifwall•Wm, plates or are cutout Installation car an plumbing brand work, NAa NAa CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
ander eimeeang walls 1 I e v �UJG NT
8). Pmmae Insulation mma° a°ave verve between nMrs Water Aran blocking as amYcodean manufte actures
plates recommendation
prones and eemnm. olda"and spacing
the ott SPACING EXISTING CONDITIONS. MINIMIUM 3000# CAPACITY.
amid code and menutcWae's remmmentlell°nf°r maximum M1olaalze and epadng permnled STRUCTURAL
PANELS 6"O,C EDDE
1"ORLE55 Bd COMMON i2.00 FIELD
nttada, HVAC SYSTEM NOTES 1) PROVIDE SIB"TYPE-X RSSHEETROCKANC FIRE STOPPING AT RIP MAXIMUM DISTANCES FOR NON ACCESSIBLE HAREAS
AGO
f) Unrest connote noted, all root and walls to have a minimum im'think.4-ply Fir 15Meneepol subcontractor Is rap°nelhlemfor Schearng to all applicable code and safely NOTES: 3) USTALLSE ISONHANTETORINANCHORS TO WIT
SMOKE
Z-MAALARMS EER FLOOR
COX
FOR CONTACT WITH AGO.
LOX exterior sheathing grade plywood Plywood to cover over plates end matlm' requirements, 311NSTALLh Co20ETECTORIN ADDITION TO SMOKE ALARMS PER FLOOR
THESE NOTES ARE ONLY TO BE REFERRED TO IF FIREELOCKING REQUIRED
10)adhered
dwith PL40D anoted use 2/4'thickhesive and
Wfl PTS Fir m need Hear he he
tletalled 2) HVACeuupplie icier Is to lolly wordinetle all system mW and requirements wllM1 the 1) NTIONEDINSCHEDVLENOTES ONLY, amto rang shall beproHe to cut off all mnmdls, draft
between
(botop spaeNwl and hotspnag
cid
atlM1dretlwllM1 PL40D adhesive antl ecnwetl l° floarjoists. Flnrsnetl boorl° be Installed equipment supplieran
over e•per manufacture's lntlmNane raNeither ted 'annantre sign panbasedle Wall fmairseml^g aMNfoam shall
he
banwood- ime stores, b°Iwepawing lamork Be mot spars.
ave 31HVAC aandowadwlopal reewfinal dstanceley°Ntlrawng and submit 1110 the General slnested3-Ornierdmepe panel
ed ie tobul high Flrtblo[king shall he prov detl In weetl-name mnstruNon In the following tomb°ns.
11) At allorman waaeohaeBetthickI Musttack. All trom.G°noeWalls Una C°nhedoa antl owneatafoal review and approval. Is searca3'°o-°enttet theepanal edge to obtln higher of
coatings antlover furnaceto have Sla"ito be
andflck. All other pens ofbulltling shearers shall b nailing mquinmenae sW°lural t). Inns, Caletl spareszotal walls antlpashall shwbefing(angst spends, at meCohen antl 10
oor
to have regular 112" eheetrock. All Wanda ba tepetl andfnrshetl ELECTRICAL NOTES: embers •nalmea6sNedeasnemm°cotntcmrs, levels. Wiwr blankets
of minernaswres shall all b°hrebbckatlatml°ryas In ands a9rg 10
12) All mot wird a pitch lea&than 4.12 shall he Installed with an Ica&Water barrier or 1). Ni electrical to be Insisted as pal N.TS R°mtlen11el Construction Code
such as Nesta plains, shall be mast t°mdntln neetl path, feet Been or blankofMom or
lor glass ggeredflher shall he allowed as Brehlorking In walls mnStruzWtl EOF NEIy
m1.When well sheathing is continuous over connected
usm9 Parallel cows of zWtlz or staggered SNds. <v '> t d6ER,fO qP
Inch dam
equal Flat mot shall mepplletl wltna Flmrylae hese cheat with an EPDM 2) All electrical work shall be approved by a qualled Untlenvrlter, dmbers,tee Wbulattl number of Halls shall be Idea
Inch sown type material over perm z7. rop dealings
mnrealea vernal dna hone°nml spans such as occur at mmis, DRAWN BY: MH
to be retluwtl all lad nail per foot. sirup callings antl cove rellingn _ s•
13). unrle plats and wood ell Insketan con-r t amt Nbe poll a ve 6111 plates la 31INYS.Smoke detdorand Carbon Moln°xlm mtaon throughout as per seen°n R317 F
be lmtlletl withaNamelleAasNet and mPhlax Wrmlle shleltl or approvetl equal oINY,S. Resldennal Construction Code, 3). Iner made
spaces between sWlrshlniminnathe
Cocop and bolbm of me run. Endesetl spans \9 d] 6gry pl' 6/22/2014
under sWlrz sM1all mmpty with N.T.B. Resltlentlal Futle. 6
"+SI NP
4), At openings around vent, pipes and duct at Ca1Ng and floor level, W react Me bee passage at SCALE: 1/4" = 1'-0"
flame and products of combustion.
5) Por the nreblockIM of chimneys and flreplams, over W N.Y.S. Sunni Wtle
SHEET NO: