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52739-Z
TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY 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#: 52739 Date: 03/10/2026 Permission is hereby granted to: John Conley PO BOX 25 Peconic, NY 11958 To: Demolish the existing dwelling and construct a new single-family dwelling as applied for per SCHD approval. Premises Located at: 3405 Leslie Rd, Peconic, NY 11958 SCTM#86.4-7 Pursuant to application dated 12/26/2025 and approved by the Building Inspector. To expire on 03/09/2028. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $2,964.50 CO Single Family Dwelling-New $100.00 DEMOLITION $388.00 Total $3,452.50 �lf 40 Building Inspector tlMG"qd mm'•M4 yfs �"a TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 )ttt aa:� wrs , ct'I''ftc>)rtu „ Date Received APPLICATION L PERMIT � C C, CDdCD For Office l" PERMIT NO, Builaing Inspector: D E C 2 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where.the Applicant Is not the-owner,an Building Department Owner's Authorization form(Page 2)shall be completed. Town Of SOUL olci Date: g - 9 - 2. OWNER(S)OF PROPERTY: Name: ,M p�..V R G 0 L V_ SCTM#1000- Project Address: �j 4 b S (, r, L I 'M.5 JR�� fc G-0 t Co )Ilse Phor 3 $ CD b z Email:,J V C.Cc 4 8 Iyo Mailing Address: "� 0,S q S 8 CONTACT PERSON: , 4 Name: HEN SGkULMAN Mailing Address: 2 IN N AV 6) VE 145'T N 0 A T H j�'b�R7 ) I ) Phone#:�o31 �(oi� —Z36 Email: �i5l�►R��IT�EC'�3.� �rnApl . COr" DESIGN PROFESSIONAL INFORMATION: Name: � � N SG� U L1'1� i4N Mailing Address:' 0 9 L rV N A V M .0 Phone#: 3 $ —2,3 g Email>KSARL}�ITCsG T1.� CgMFiI�..GOM CONTRACTOR INFORMATION: „ e Name: N t�-RL C W n-R'105 0 Mailing Address: 0 , -b 0>(4 O R—r Phone#: Emaill<cm W p0d0 4 e� � C-1 1 .cc DESCRIPTION OF PROPOSED CONSTRUCTION >�Vew Structure ❑Addition ❑Alteration ❑Repair []Demolition Estimated Cost of Project: ❑other Will the lot be re-graded? ❑Yes>lo Will excess fill be removed from premises? ';@Yes ❑No 1 PROPERTY INFORMATION Existing use of property: N 4n l'r-- IFAm t L Intended use of property: 5t N6F L,,r m i Ly ow rm U i N 4 1D W N Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to t&., this property? ❑Yes No IF YES, PROVIDE A COPY. �IdCheck Box After Reading: The owner/contractor/design professional Is responsible for all drainage andstorm water issues as providedby Chapter 236 of the Town Code. APPLICATION:IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold;Suffolk,County,New York and other applicable,Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The appilcant agrees to comply with all applicable laws,ordinances,buliding.code, housing code and regulations and to admit authorized inspectors.on premises and th building(s)for necessary Inspections.False statements made hereln.are punishable as a Class A misdemeanor pursuant-to Section 210:45 of the New York State Penal Law. Application Submitted By(print name): s e Hv 7RALfthodied Agent ❑Owner Signature of Applicant:. Date: -3 — 2 L7 STATE OF NEW YORK) i SS: COUNTYOFSV a)20 LM ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the t. (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 _ day of A ya j.1S4 �. 20 ,25 771. Notary Public SUSAN M.TROMP Notary Public, State of New York Reg No.01TR4957389 ROPER.I' O USER AW"IHOi mlZ?TiO Qualified in Suffolk County Commission Expires Oct. M„t.o,2.S (Where the applicant is not the owner) I, r . .I:`"1 C. . residing at 0's L g.P .1 do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. �Z5 Owner's Signature Date Print Owner's Name 2 Town Hall Annex v�� �� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 9 ' 1.3 Owner: __. . . ._~ w. E.,N.. ! -... .N.L f=_ Location of Property: Please take notice that the (check applicable line): New commercial or residential structure ....... Addition to existing commercial or residential structure _...___ Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): _.w ww w Truss type construction (TT) , ._m,, Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) _,. _. ....._....ww_.............. Roof framing (R) Floor and roof framing (FR) Signature Name (person submitting this form) ...._ ...'" ......... . =.... .! -.. ..1 ?..... ........ Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 PROPOSED V7AXTEFF - 67�Y5f' R�S�i�T�OETNL SEEARCHPLANSFORDETNL "�' - 4-LOT B _ { - EASRNO C'0a TOWN OF SOUTHOLD € � c U WiTARYBYSTFW - p _ - SUFFOLK COUNTY, NEW YORK s -- o SCTM: 1000—BB-4-7 }i Ob i SINGLE FNMLY DWELLING ET99 NO - - _ PROP08EDTW0 Y&NOIE G_S- SERVICES FMLYWO ! a_ A E_ L1 Ig of 's .yam SINGLE FAMIT"YRESITDFNCE ONLY _. i €§r a� FROMDDDRSWN"S R \ + 2 REMovm a _, a MODEL B00 VA OMSTNIN {# _. --_ - ,, 4A. Z In_ ;FRa-Ow� _.- Waterlines must be inspected by the w /—NOWELSw MN _ PROPS Suffolk County Dept.o4 Health Services. QO Call(631)852-5754,48 hours in a advance,to schedule mspection(s). - "Rmmoo , - - - T._—s ,d C 1 r a z peg -t cam aO�,m t N-U=08C as F a, y TOTALOAaR 31T SF LRES SEE ATTACHMENT(S) a PROJECT \ t wOHaw.EL=11S(WLVDBB) j,.{(r ON MAP o s` � �r NOTES, BROWN ~ W° m s 1. ALL MPDSED W OMM MEG TO BE 413 BORIS PVC MPE UNLESS � " - •� SAW ZKTY S. DO J�oG £ SPEDFIEDOTHERWISE _ 2. ALL LOCATIONS OF uNDER(YNUND SIRUCNRES ARE APPROMM TE AND - [f T J 0 w MUETSEVERRED BEFORE CONSTRUCRON BEWNS - WWiSNBRq'M 3. NOSURFACEWAT WTTFIW30OFTOFPROPERIY8Wo1'DLT i t L.A ( N f1LC LA11. N I ORDUNOWAIER EL ISO5Na HIONET ENPECIED F DRMR WATER EL 125 i I ruxcucuuTaNW t 140-1BD P.LLE WSTMN sP now=(4 BED)ftrGAJMY-MO QNAAY _ I RNE BNII RATED CAPAtlIV FORNdAAECO SSOOb00 WL31AY € I I LEACHNDPOOLMVLXATNYIB: - _ 1100AW1Y%4 SfdNM1=410 GNAAY ( :tlS-10.o WATFA IN M%FD SP e U ' �C £ BORN ON:WVO1JSER4ON� O3ERv1fEB - e //OONAIAYIIb((i4LRAYgF]•2➢3.S SF - ���� iNl9i CN:NDVFAb91/�R.'i � 28133SF/MSFVF=11.13VF _ w ' (DEWONED FOR 300 BF WDEWA11=12 VF) p�y e ~ j Ph SD%SEFFDEPIHLFAaMGPOO.PROVIDED w TEST BORING U) 1 N.T. \ \ z < SEE ATTACHMENT(S) ,oil PqTCHEDk-l'WN W"fLAW DIST�TO LP2 E-14?2 10 3v-K 10 wa-%% �o�oo�wnc i M.M LEACHNopmsm?) WAL105 a !BOTEL�mLlo 10.42 -------------- - SANITARY SYSTEM PROFILE -47 g� TOPVIEW CUTAWAYVIEW WM I-MW�WATEFALM BE lee, fRONTISIDE VIEW ::i POLYW2TDOGX FROVIDE EMX� w VM�MNIWOMMN PARTNMW7� LEVELNGDEVICE RZ 9MTA0FBAN0&GMWL i WUM-H ON AM OU� M DAM BliM BOX QUAIL t-4N P 0 L §-QD.H,$ _NEL aA R—Y LENHIN92'ML Qg!A_IL CN'c z SEE - ATTACHMENT(S) - @ PALLTHROUGHTHE NYDRONINENC%MT FROM INLET NNHlfro Lib !-T xt Ol17lEFINYERrISFOLWNCHES, zF Td16A -' Q pY DFND NOSTOBRACE.I0N ECTION$MUSRBEUSFDTOETI OP {si l r TO IT NT�LELVENINN OFCNOV�NUSf BE DL4ELOPEO 120 VQLT-iH-BQ Hz-20 AMP SERVICE NOTES; 4CRTEOBVNTONA vwr I. REMDVA COVERS ON RISERS ARE EACH SECURED TO PREVENT -.. STANDARDa EL MUST INCLUDE MOD AICCAER W - ."tor`�' UNAMROR2EDACCES4. MDTE:IRECIRO UTARDN PUMP NR NNP AND,CONRtOI PANEL MUST BE PROPERLY GROUNDED PU.RP. ¢-"W- 2 TOTALCAFACITY=t,'(B5Gk- €.3i .€` CONTACT1NESEa.IL,LICENSED M'OROlCNETIC gSROBUTOR FOR R ADED SECONDARY NOS ELECfIdC1L REAtFM3 ( s A. TREATMENT TSECO`dRY 3�3tiTY NETS FOR AIR PUMP WW BE NTED P461M THE FUSER AECIVE THE @ AEMTONDRAMBEREOOR SEPEMOTEMOUHTEDUPTOiODFFET FROMTHETANK Tf COLLECT h DM EDEI 8VAILES FROM ROW EDUALIATION DEUCE I ED - s s NO ,RElA01E VHITMUSTFUVEAMINAFWA gNdETEA OF P IN pRFH AND MUST TERNBUTE A MIN W UM O . L INCHE ABOVE GRADE.i FOOT FROM PROPERTYUNES. j RECENINGR - LU AND 3 FEETFROMANYNOONSOR DOORWAY.YA i I � -oft sv�04 o - } = A l V , : s ` - ( INLET IR1E PLAN VIEW wA ERUARMHT ar A A FLOW EQUALIZATION Q �_AppRWEDSEAUNO [ SECONDARY SAPEIY MET ;.3 L I � AN N 9 9Y t F ± tW I I �• � COW ILL Y OUTLET END VIEW o OEN RLNO - � � T 3 TAU Pith I @ A DENCATED n AMP CIRCUIP BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED AEMRANSFE APOW UNTIL THE AIR PUMP IS INSTALLED AND READY TO BE PLACED INTO OPERATION. I m T Ww*T . 95 mow_, SECTION A-A @ THE LOCAL,LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AR PUMP INTO SERVICE U 1 R1 E ( !A A LMR N DM LAM T P#C}R1t E }F Y F Q TIC 9R N MODEL t T L � C w f WTI G'-10' N83o I 1'20"E 14 1.20' 5CAPEWELL WINDOW WELL SYSTEM by BILCO, OR APPROVED EQUAL. PROVIDE 5IMP50N FHD5 TIERS TO GRADE AS NEEDED EXISTING GARAGE Q IN HOLE)DOWN(TYP.2) TO REMAIN ANCHORS AT ALL CORNERS THROUGHOUT — — — — — — — — — — — — — — —1— 4— DIAMETER ANCHOR BOLTSANDEK5FN G44 6 W1 7"MIN.DEPTH @ 48'O.C. GUDING WINDOW; W1 MIN.3"X3'Sc, WASHER @ PLATEBOTTOM SILL NOT TO EXCEED 44-ABOVE 2- 1 1 LVL 'IN15HED FLOOR OUTLINE Of EXISTING HOUSE Ec cEss A5 PER CODE TO BE REMOVED Lo 0 501 PEAR YARD BUILDING ENVELOPE c) DOUBLE joi5Ts UNDER 00 ------ ALL PARTITIONS PUNNING cq- PARALLEL(TYP.ALL AREAS) q. 5 0 L — — — — — — — UP F 7 3- 1 1 LVL DROPPED GF�DEP 1p,'Opos NEW h CX: — FOUNDATION WALL LEGEND: I L DIAMETER STEEL LALLY 8"POURED CONCRETE FOUNDATfION WALL wl#4 oo COLUMN BURIED IN PROPOSED PORCH PEBAP @ 12-OC BOTH DIRECTIONS;KEYWAY 4 II I I I N U 24"-24"x 12"POURED P-8"X 8"FOOTING;PROVIDE 2-04 REBAP WITHIN CONCRETE FOOTING FOOTING.5'-(Y'WALL HEIGHT;D*MP PROOF II I PERIMETER OF ALL AREAS 2.8 ACQ Pi g I 6110c PROVIDE B Qw PROVIDE BRIDGING BEAM POCKET IN 2� BASEMENT NOTES: THROUGHOUT ENTIRE UNFINISHED BASEMENT FOUNDATION WALL;51ZE FLOOR SYSTEM.&-O'O.C.; 4"PC SLAB"d GxG 10/10 WVVM AS REQUIRED*TAP ALL SIDES(TYP.BOTH ENDS) DOUBLE JOISTS UNDER ALL PARTITION5 a'T$G PLYWOOD SHEATHING UNNING PARALLEL ABOVE,GLUED 4 SCREWED PROVIDE BRIDGING THROUGHOUT ENTHRE t FLOOR SYSTEM,6-C"o.c. BE GTtG PLYWOOD SHEATHING ABOVE T(O u L WED and SCREWED EGRESS WINDOW TO HA VE 3-2x8 ACCD 1 Pd ` :�EADEPS: BASEMENT WINDOW TO BE 2-2,x8 ACQ II II 4"POURED CONCRETE SLAB ON COMPACT FILL u • PROVIDE P-19 GATT INSULATION TO UINDEP SIDE Of 5UBFLOOP;COMPLETE w/3"PDXUIL FIRE BARRIER INSULATION II I N i 2x81 FACQ DI I I R'LVL DROPPED GIRDER 0 3420 BASEMENT 2x8"ACQ LEDGER BOLTED WINDOW TO HOUSE FRAME WITH 5" j I I I I PGo-':% CIO 00 'LfDGERLOr!'5C SCREWS @ I G"O.0 HANG D.J.FROM LEDGER WITH 5IMP50N LU28 CONNECTOR 0� TYPICAL ALL LANDING AREAS 2-2x1O"ACQ GIRDER —:�: : = 42�1' G.,x 0 P05T ON 12" 50NOTUBE W1 POURED z CONCRETE FOOTING 20"X 29'X 8"d. REVISED FOUNDATION PLAN SCALE: L4' 1'-0" PO SCTM# 1000-86-4-7 41 # 155UE 1TV1510N DATE REVISED SITE PLAN 2 SCALE: P-0" 3 010 N.J. MAZZAFERRO, P.E. OKAM BY:NM PROFESSIONAL ENGINEER 2125/21; P.O.BOX 57,GREENPORT NY, 1 1944 FEB 2 6 20 51(;.457.559G FMAT—z_16"@-- 5CALE:...h- 4b• C,5-7,3" REVISED SITE s FOUNDATION SHEET NO: PES jo%A CONLEY RESIDENCE 2405 Les,ltcE,Road A-1 Peconic, NY 1 1958 3 D - - l� T 4 � 9 1 �• 3 1 tw O" :Zc _ a J l • p Ro>PaSELa e}A•RAcA E-F tLE r� LAM O E'f, Li c-P.T 1 of f PRom-FAB z=yRASS ;O �Y L L e-P• LGu LA.7 roHS THOMAS LAND NOW OR FORM WINc,OW t�irL.1. -► 1 &' FEL/C/AL Y OF >~ ss rn GE/GER �/ !-' r ♦� ,r 'J../, r /. •• !r! ! /! r!'r �. !♦„♦ f� •lrf f"r!! • . ! �•.'� � R+Uf�U � f-Gl� �� LLI Nei �O��Yi + {Ir .. , N!r /r r!`, .. . rr •i`•!;' rlr.• •l 1 •D • ••rt,� �.Q _. ____ -- ___. _ l�,i��p• 2. �3 I �. S S .F+_ - N 83')) 2Qp E1 '� Ps�oPos , dlzYw�t_c, 'IT $`'{�.c you t A T to fq w� I to"x g"c�E P (�) s R g+°`R5 t > M ov } ° o t o )'4).2Q' +tors .c-. 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All construction shall comply with the2020 Energy Conservation Construction INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' i Code. The authority having jurisdiction shall be permitted to determine an energy efficiency MASS F BASEMENT SLAW CRAWL � cutruT> PE?IEliTIlATIflN 8KYLKK:iHT� cal�o wt3oo ! program to exceed the energy efficiency required by this code. eaTRATwN FRAr�wALL WALL WALL R-vAt uas SPACE* ' ZONE flfACT4R` t1fAGTOR $ • R VALUE R VALUE R-VAW VALUE R,.VALUE A DEPTH w� i i 2. A permanent certificate shall be completed b the builder and posted on a wall in the ace R�At.uR 1 NR 0,75 0,25 34 13 3/4 13 0 0 0 where the fumace is located. Certificate shall comply with 2020 ECC �� „1: },,-•' 2' 0.40 0.65 0.25 38 13 4/6 13 0 0 0 3. Attic or crawl space access shall be weather stripped and insulated to a level equivalent to the "''`` 3 0.35 0.55 0.25 38 20 or 13+5k ' - t: -;,"` q -::: 8113 19 5/13t 0 5/13 insulation on the surrounding surfaces. i i x. -. . '' 4 orccpt of the building thermal envelope shall be installed in accordance ! z, ...`` LL ' Matins 0.35 0,55 0.40 49 20 or 13+5" lirn3 19 10113 10,2 ft 10/13 4. Installation-the components g pe _ , " " t :'°': _ with the critlena listed in tab * : 'le 402.4.1.1 Where required by code official, an approved third ' _ _ `w } M4 5 and 0.32 O.SS NR 49 13 Si 13/1'1 30" 15/19 14,2 ft i5119 :_ 20 or + i ply, i -_ yr,x 6 0.32 0.55 NR 49 20+5 a 13+1Ob 15/20 30a 15/19 10 4'ft IS/19 i i ff ., >e , unit hall be tested and verified having less than ore equal to 3 5. Testing-Building or dwelling �� ,.:. '"' 7 and 9 0.32 o,ss g g q ; '� ; r ,� �..;-:, NR 49 gal 5 or 13+10e 19/'21 381 15/14 1 10,4 ft I5J19 ACH50 in CZ 4A, 5,6A. Testing shall be conducted by an approved third party. '` f I ...-�` ,;�s� �' �;�'xr. � For ST: i feat 304,8 mm, a " Y;r;- a. R-values are minimum&.U-fecoora and SHOC are maximums. When insulation is installed in a cavity which is lea than the labol or desigm thickness of ilia 6. Ducts-Supply and return ducts in attics shall be insulated to a minimum of T-8@3"or greater µ a _ .a - y�:,. �- .:_ ,- BRANCH LINE TAKE-OFFS AND .a,.- n .- hrsulatton the installed R-value of the insulation shalt notbe lees than the R-value specified in the table. in diameter,and r-6.a?ducts less than 3"in diameter. JOINTS A Fm r -` , . .- y l Y b.The fbenestration U�lactor column excludes skylights.The SHC3C cotunsn applies to all glazed feaeahatan,Exception:SkyiIghte may be excluded from glazed 6a Duct sealin -Ducts air handlers and filter boxes shall be sealed. x" _ 'rwY` �• ``-__s faaestratlon sHC3C requirements in climate zones 1 through 3 where the SAGC for such skylights do rat cacccd 0.30. b `; 4'! -�•- 1: m "15/19"mom R 15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the interior of the b&someet wall."15/19"shall 7. Duct testing - ducts shall be pressure tested to determine air leakage by an approved third be permitted to be mat with R 13 cavity Insulation on the Interior of the ba is R aement wall ph -5 continuous insulation on the interior or exterior of the home. i �k fi- 9 -�"N';'.`3F'fw'k'fh -�"S`- +3.� ��eh1t +� -p4� :�P1a�• ? ��� v &yt >� q°; "10113"means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. party, d. R-S shall be added to the slab edge k-values for bested slabs.Insulation ' °{{ , ; 7.. required 8 depth shall be the depth of the footing or 2 fact,whichever is lees in Climate 8. Building cavities shall not be used as ducts or plenums. �, �� � Zones I through 3 for heated slabs. 9. Mechanical system piping insulation n fluids>145F degrees or �.55F degrees Shall be MN TRANSVERSE JOINTS{EG.5 AND ri fi c. There are no 3Ht3C roqutremettor in dto MarMo Zone. sy P p g carrying gf gre DRIVE CLEAT JOINTS)IN TRUNKS w< -E Basement wall Insulation Is not Mquirw in warm-humid locations as dofined by Figure R301.1 and Table R301.1. AND With R-3 r1U1lImWR. ALL JOINTS ON PLENUM Or inaulatiott 9 tmlim.autficicrnt 0�fill the flaming ity insulatedi `�- _. . - 3 v .� '~'� �✓ ��� ,��,3 ' � '�'`��, ��" ,���,`'., $, Cav ,R-1 min' ; i ( ,.`{`,.4';'2'ay..�,€�'� �- •aS'�'.��. `�n-�,c"r'-�.�::,,:,: �,r,`:� ��,.���.`aF,, �.ut�%;'�-�,.-/r• ru`a-�., � 'ac?� „'�'%„- « i h. The firat value is eau the second"luck contln cavity inmiatlon, SlOtra Insulation,a0 13+5"means R-13 cavity Insulation plus R-5 contimious imsulation, 10.Mechanical ventilation-Shall requirements .:r^t.+.'?',":,n''�^" .-1,.+ ,:.s�, -;.sa.- ``2F'4":,�; :� '-' 'rs,,..- "(_';;.^•;: .�'rsw4,'�.ti,',N.i + i second I� 'es t ��A m:':.,y„�.,.,,,•.;sf;, �;'�•,�;��< :�r s-''�'a`1s�!;��; '�`���'�..,; +,,:�;:;z�; '.�� ps:�:6"` i ThC R-Ya 11 wilanmor1Ct11anhalitl}eiQintlatiOn' . i applies 11.Equipment sizing - Per ACCA manual S based on loads calculated per ACCA Manula l as r { r s { : the interior of ilia mass snit• 3� fi '2 '4" r3. ✓a y s e t s i'r x jrY � .: . , provided by a third party HERS Rater. - 12.Lighting •- A minimum of 90% of permanently installed fixtures must have high-efficacy TABLE R402.1A ' Lamps, EQUfVALENT(.1-FACTORS' 13. All HVAC,Plumbing&Electrical systems shall meet the.2020 Energy Conservation i et lMATt: s"1 ss1�ATION ftxY1.1a1rf c�uNa FRAME MASS WALL BASEMENT CRAWL 4 Construction Code. It shal l be the DUCT 5 EAL I N G R E.Q U I R E M E N T5 E 1Jt•1`ACT L U-fAt;TOR IJ�FACfoR WALL WALL(l FAcrdR' U FACTOR �CT R 5W��O responsibility of the general contractor to submit in detail the design,calculations, drawings, 1 0.50 0.75 0.035 0.084 0.197 0.064 0.360 0,477 written statements of the mechanical, air conditioning, ventilation, heating systems (new, 2 0,40 0.65 0.030 0.084 0.165 0.064 0.360 0,477 existing or upgraded)stamped by a professional engineer if required by the owner or building ' - � 3 0.35 0.55 0.030 0.060 0.099 0.047 0.091= 0,136 4 except Marina 0.35 0.55 0,026 o.Q6Q 0,098 ' department. 0,047 0.059 0.065 14.Additions,alterations or renovation, shall comply with ECC 2020 Unaltered portions of the 5 and Marino 4 0.32 0.55 0.026 0.060 0.082 0.033 0.050 0.055 existing building is not required to comply with this code. 6 0.32 0.55 0.026 0.045 o.060 0.033 0.05o 0,055 ?and 8 0,3Z 0.55 0.026 4,045 0.457 0.028 0.050 0,055 15.1VIinimum one Programmable Thermostat shall be provided for each separate heating and mcaaure a Nonfeaeatratlon U ta,�,ai�lt be obtained iron, ment,eatculaaan or an roved source. cooling system in accordance with Section N1103 Control Systems. -- b.Whoa more than half the Insulation is on the interior,the mm wall 11-factors shall be a maximum of 0.17 In Climate Zone 1,0.14 In Climate Zone 2,0.12 in 16.All exterior wall/floor/ceiling joists shall be air sealed and insulated in accordance with Table Climate zone 3,c.087 In Climate Zone 4 except Marine,0.0651n Climate Zone sand Mulne 4,and 0.057 in climate 7.onea 6 through 8, i C. Basement wall fa ll U- ctor of 0.360 In wit=-humid locat;aso t `defi d by Figure R301.1 and TableR301,1. R402A.1.1.Apply a fresh b cAd of caulk to the top and bottom plate immediately prior to ( - installing interior gypsum wall board. F r3 `'�y d ���_� _ '$' � ��`i& 1 ""' :: iz•w�.z�v�s.'- ..iw��u-.:� 1 I TA13LE R402.4.1.1 �l -". : ',s,�. '�'-" �sp� �t�„r.tr,A,,;,4C �.�.r+t- _�''•. �r.INSULATION 3TA Q AIR BARRIER AND tN LLATt N } '. '`"d .w:. j�. .. . _ - C•i:` :4�tYt, e'.�:x, ^�e.✓�£,� -. ,�q�. :e'It,,t.'�s.4 .}3: Eby$ ', il.:d / AIR BARRfdeR CtiRERt+t< t =: 3 COMPONENT INSULATION INSTALLATION CRtTFRIA �.':: vt,a'a .L'4":.}* N:.,t •j••'•r• .Y N,c`Hu i - ,�., �,� '� '•�ry. ,+ 7 -� -}u -��, .,�`�•"�:, r, 'e, �'.�" 'e�"v�`,,s,:� ".�`.5: :��'a any x.r ;3+»�•�'��,.��s� •�a - oas air barrier shall be installed ill the *; g ;a F r i d . ..35., p�! h rt• . ,4� § 'L �`�1iY' A .M:.-• 4f•, v�,�. -. \ i 'P' '' d'Y -fi ,�y',,, ' ':ti w�,:.i g envelope. �x building envtl t;eS .fans- a¢ ,. sae Air etmoablc insulation stall sotto used as a t General requirements The exterior thermal envelope.contains a continuos i \ air barriff. material. joints in the air barrier shall be sallod 'y fi x ti f r p ai ct as c k d 13rtalCa or Y- xG3 n y barrier in an dropped Celli aoflitshall beypry- � -aN the insulation and any gqm in the airhall bC sealed. The insulation in any dropped eeilfngAofTrt shall . r. 12- The Ceiling/attfc barrier a be �: s ,r , ,. scone Access openings, aligned with the air barrier. "� :� ,� ' s Open drop down atattE or knee wall doors i ;t r • ., y#to a a E t d ,x` t } w`. t0 unconditioned&tire�faCaa shall be sealed 1 { r f s, �' " E` ADHESIVE /Srnc `i s " v I, , , „' oa SEAur,r vEr+nn Anon Cavities with e t `"�, : ; In corners and headers of trams Na Tha junction of die foundation and sill platashall be walla shalt be%sulated by completely tilling the : ea havingasealed. cavity with anat tbeimal resistance f �w a C 76+ i Y t s Oral[ Tha'unctian of the}..�11�ta and the top of sxterfor of R-3 per inch minimum. .;, b _x-, ` ,' 'f , ' 4 _ '�•, -: µ-� WAIN "'N p ~Y '�i a wails shall be sealed, Exterior thermal envelope insulation for framed a 5 s Knee walla shall be sealed. walls shall be installed In substantial contact and ' ; "� ` a {' �. l w Y continuous alignment with the sic barrier. � �. ' Cw� `-r, gnm �. >. tl�x SOFFIT AIR SEAL VYltidavva skylights and doors The space between window/door jambs and ftarning, ��1 and skylights and framing shall be sealed. n , Rim joists Rim joists dull include the air barrier. Rim joista shall be insulated `, ' Floor framing cavity Insulation shall be installed ` ` twto maintain ancat contact with the underside HOM 5 M T tote EC CC g, n: � r ALL N 1/�! E U SC)LLOI/�I CC NYS of subfloor deokin or float miming cavity � �'.��`�£ �.�, N ,� � � .±F �� ;'�� ;�-.!-�� �•,:��,' 4�f, Moors(including above garage and The air barrier shall be installed at any exposed edge insulationanal permitted contact with 1 be rniitted in be in eantilaveredfloors) of insulation the to aide ofsheathing,or continuous Insulation i '4� i>z ontheundersideoffloorftnn�and �' r _ 5U ILD I N G UA COMPLIANCE METHOD extends from the bottom to the top of all -ate., ! I perimeter floor firming members. Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, Crawl space walls covered with a Class I vapor er with Insulation shall be permanently attached to the - -- ALL NEYq HOME MUST PERFORM AND PROVIDE ovorlapping joints taped. erawlspace walls. Duct shaft,utility penetratiorui,and fine shafts AIR 5EALING EXTERIOR Y'4ALL : Shafts,penetrations �to extcriorauneonditiantdapacsahailbe i � � PROPER DOCUMENTATION OF BLOY4 ER TEST, Batts in narrow cavities shall be cut to Ek or Netraw cavities parr W cavities shaft be filled by Insulation that j on Iriatnllatleit readily conforms to @ne available MECHANICAL VENT TEST AND DUCT L E AIGAG E T E 5 T i cavity space, �a aT�tion �ai�ti'�aspaces. dbohreeatltegerageand HEATING SYSTEM REQUIRED A5 PER HERS RATER = BTU ACCORDING TO THE 2020 ECCC NYS,GODE REQUIREMENT5 i Recessed lighting Recessed tight tiztuc�es instatied in the building Recessed light fixtures Installed in the building COOLING = SEER thermal envelope shall be sealed to the drywall. thermal envelope shall be air tight and IC rated, TON If rr a rr u n u u u n a Batt insulation shall be oaf neatly to fit around wiring and plumbing in exterior walls,or ' Plumbing and wiring insulation that on installation readily conforms to 4 available space shall extend behlod piping and (I wiring. I i The air barrier installed at ectariar watts adiaorSnt to tixterior walls adjacent to showers end tubs shall Showen,/tub on exterior will showers and tubs shall sapamto therm from the Showers and tubs be insulated. _T ! Tina air barrier stall be installed behind electrical Of NOTE: M U 5T U 5 E U L 151 _- $ieetrkallphonebox on exterior walla communication boxes or air sealed bones shallbe ----- SHEET TITLX - HVAC register boats that persists bulldin thermal D U GT MA5 PA5 T E OR ENERGY CONSERVATION CODE INFO HVAC boots ��~ " h regiexr envelop shall be anx(ed to the subtIoor or t, t ; s \C'.� PRD.EGT NAISm ��teyi� be seated,ner that is ez sprinklers ` TAPE TO 5 EAL ALL DUCT 5 &ball only be swalod m s meaner that is ren:omnia+ded Concested sprini:lem by the Mntifacturet.Caulking or other adhosive -- --- 'sealants doff not be used to t31t voids between fire IMNNETH SCHULMANt i .' sprinkler cover plates and walls or ceilings, `i" M ` `" ARCHITECT.P.C, VATEs z�-' 209 LYN'N AVE:.Nti E SCALE: a.in additiaa,fnspeotion of log coal}&shall be in a000rdtrsee with the provisions of ICt`-I00. r E. NORTHPORT, N.Y. 11731 TE'L./FAX.(631)Sa_23ga BY'l J09 NOr SHEET NO. r - 9 AtIM AIL Al CEMENT BACKER BOARD TUB SURROUND FINISH --TUB UNIT_ INSTAL.PLUMBING AT INTERIOR INSULATED WALL TUB UNIT INTERIOR WALL ATTIC,INSULATION BETWEEN CONDITIONED SPACE AND ATTIC .---.— —TUB SURROUND ROUGH STRINGER (BEYOND) "" WOOD FRAMING GYPSUM BOARD CONTINUOUS BEAD SHAEATHING INTERIOR OF-ATTIC,ACCESS TO+1' (BOTH SIDES OF WALL) OF SEALANT . OF INSULATION LEVEL ' PROVIDE BLOOONG AT INTERIOR INTERIOR VERTICAL CHASE STUD CAVITY AT TUB WALL PROVIDE INTERIOR SHEATHING 1"RIGID INSULATION AT EXTERIOR WALL AT EXTERIOR WALL PRIOR TO INTERIOR WAIL ASSEMBLY INSULATED EXTERIOR STUD WALL ACCESS PANEL THIN PROFILE WALL DRAW ACCESS PANEL SNUG EXPANDING SHEATHING WTTH PERIMETER 5CREW5 FOAM CONTINUOUS BEAD I LADDER BLOCKING AS REQ'D. TRIM AS REQUIRED SEALANT OF SEALANT INSULATED EXTERIOR KNLL FINISH CEILING AIR SELLING @ ATTIC HATCH EXPAN N Dt G FOAM 1 AIR SEALING @ VERTICAL NO SCALE —WOOD FRAME BATHROOM CHASE FLOOR A55EMBLY 2 X 4 BL.OGKING NO SCALE Ncl EXPANDING FOAM SEALANT WOOD FLOOR TRUSS ASSEMBLY INTERIOR CHASE WALL5 SECTION THRU STAIRWAY SECTION THRU WALL I PIPE PENETRATION AIR 5EAL B E H I N D TUB H.V.A.G.DUCT EXPANDING FOAM AT AIR SEALING @ STAIRCASE/ UNCONDITIONED SPACE (HOLDTIGHTTO PERIMETER OF PIPE UNDERSIDE OF I I SUBt om) THIN PROFILE SHEATHING NO SCALE N 0 cJ CA1.E CLOSURE AT EXTERIOR WALL CONTINUOUS BEAD OF SEAL J4NT CONTINUOUS BEAD OF SEALANT EXTERIOR INWLATION YVALL INSULATED FLOOR LADDERSLOOQNG EXTERIOR INSULATED WALL CONTINUOUS BEAD ABOVE GARAGE. OF SEALANT AIR SEALING @ CHASE KALLS NO SCALE NO SCALE CONTINUOUS BEAD OF SEALANT CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER � ELECTRICAL WIRE WINDOW UNIT AS AIR BARRIER AIR DEAD OF SEALANT :4. CONTINUOUSDEAD OF ADHESIVE --TOP PLATE CONTINUOUS MINIMAL �.,,w i 44ONTMOLiS BEADOF ... EXPANDING FOAM AT SeALANT EXPANDING FOAM SEALANT WINDOW PERIMETER FLOOR ASSEMBLY WALL STUD CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT OF SEALANT a PREFAB FIREPLACE UNIT CONTINUOUS BEAD INSULATED EXTERIOR CONTINUOUS BEAD OF SEALANT STUD WALL OF ADMEStVE INTERIOR GYSUM Y AIR SEALING @ PLATE yAL1.BOARD INSTALL INTERIOR SHEATHING AS AIR BARRIER PRIOR TO INSTALLING PREFAB CONTINUOUS BEAD ELECTRICAL PENETRATION FIREPLACE UNIT OF AIR SEALING @ UPPER FLOOR RIM JOIST NO SCALE NO SCALE I GYPSUM BOARDBOX ENCLOSURE. MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD ATTIC INSULATION ATTIC INSULATION OF SEALANT ATTIC R.R. ATTIC RR. I � —7 CONTINUOUS BEAD I WOOD FRAME 'OF SEALANT FLOOR ASSEMBLY A 3"MIN. CONTINUOUS SILL SEALANT MIN. MIN. / FULL WIDTH OF MUDSILL ALA L . a _ . .//� /�/� �t = � - ;& 4 -1 .1d EXPANDING FOAM INSULATION ?. •` • / \j \� AS SEALANT AT PERIMETER CON�TINUUOUS BEAD OF SEALANT ANDING FOAM INSULATION SEALANT AT PERIMETER . • AJAR BFOUNDATION RRIER CONTINUOUS BEAD OF SEALANT I I ; \/\/\ DRYWALL CEILING 1 DRYNIAL.L CEILING \ \ RECESSED LIGHTING FIXTURE RECESSED UGHTIN6 FIXTURE CONG.SLAB A5 BLOCNN6 M REQUIRED AIR SEALING a� PRE-FAB / / AIR BARRIER . FIREPLACE PLATFORM \ c ° AIR SEALING @ ATTIC RECESSED LIGHTING ; AIR SEALING @ ATTIC RECESSED LIGHTING �\/\ \/ NO SCALE NO SCALE X� N NO SCALE �/ n a n o / NM X / . / TITLE� o�, AIR SEALING DETAILS A� �, � �t �r . ,� ,�;+ F`pxx6GT NAME AIR SELLING EXTERIOR NAtLL KENNETH SC ARCHrrBCT.P.C. DATES ,y NO SCALE �f o T"D LTWN AID E.AORTIIP'ORT,N.Y. 11?31 .IC>'ES NO$ I '&*mT NO. ..: sty ^..»_.__ ......�.._°:., .Xs":.°rr?'. ..u.'""m'�w ".�"..� w ;,.,-s.. ;K,^,ya.er•?.•»iw,..v� ,wY.+�fi•tu..��aa+ �S®tt�Raat�R� Table 3e4A Rafter and/or Ceiling Joist to Top Plate Lateral and TABLE R301.2.1.2 R301.2.1.2 Protection of opentrip. T�abl®3.i INatUng Schedule �� Sure � Exception:Wood structural panels with a GENERAL NOTES _ Shear Connection Re ulrements 7 CONCRETE&FOUNDATION NOTES q WINDBORNE DEBRIS PROTECTION Exterior glazing in buildings located in ' thickness of not less than /76 inch (11 1.These notes shall apply to the General Contractor,each Sub-contractor and the Owners own forces.Each contractor shaft tstudy and familiarize hlmseltwIM the site and with all trades and parts of the work.Each Contractor shall Coo 1.All footings shall bear on virgin soil having a minimum benrn ce d Nalmber elf Number of Iterate and coot " g paddy of. (i)ton per square foot AU (Prescriptive Alternative tQ Table 3.4) FASTENING SCHEDULE FOR WOOD windbome debris regions shalt be protected rum)and a span of not more than 8 feet 'dinate his work with the work otother Contractors. exterior ft3odngs shah be a minimum of 3•-0 below grade unless noted otherwise in plans. lolM t>escrtptiort Comlmofl Naih Box Nabs Nail Spacing STRUCTURAL PANELSO,b,c,d . . from windbome debris. Glazed opening (2438 mm) shall be permitted for 2.The Contractor's and Owner's agreement to enter into the work shall SuMce as their acceptance to the temp spedUed 2,All existing fill,roots,and other unsuitable bearing material shall be removed and footings carried to the r �� ROOF FRAMING wind speed herein,and shall be incorporated Into any and all agreements between the Owner and the contractor. bottom of such excavation.Contractor to verity assumed soft bearing capacity and assume,fan responsibility for 3-second gust(mph) 90 95 100 105 110 115 120 130 14D 150 160 170 IRO 195 ��SPACING protection for windbome debris shall meet opening protection. •Panels shall be ;, Nothing on this drawing shall be construed as modifying In any way the Contract between the Owner and contractor or the same•Contractor to notify Architect of any soil variation or condition adversely affecting assumed bearing Rafter to Top Plate (Toe nailed) (see lrable 3.4A) (see Table 3.4A) per rafter See FI re 1.i )a,6 the requirements of the Large Missile Test precut and attached to the framing Contractor end Sub-Contractors. tapatlty prior to the pouring ofany footings. Ceiling!Dist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4a) per joist 4. Each Contractor shall con with the 3.Minimum compressive strength of concrete at 28 days to be as follows: Concrete to have 5%to 7% Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap Ratter/Ceiling Joist wan Number of 8d a ommon Nails or 10d Box Nails(Toenailed FASTENER TYPE Panel 4 feet c 6 feeet< of ASTM E1996 and ASTM E1886 as surroundin the o eni containin the phi reWrlOSRA,as e3i the New York State nmenta Are Prevention and Buildng Code,New g p n9 9 � a)footings,pets,tbundadon walls:f'c•3,000 psi stone concrete Height ) modified In Section 301.2.1.2.1. Gard a roduct with the I applicable to his poMon ofthe worrtce.,Federal 06 and at1 oTthe Local Governmental Agendas having jurisdiction,insofar as b)slab on ground:f ca2,500 psi concrete air entrainment er R402.2 Ceiling!Dist taps over Partitions (fateanaikd) (see lrable 3.9Aj (see Table 3.9A) each lap Spacing(in.) Required in Each Rafter and/or Ceiling Joist to Top(Nate Connectim""''' span< Panel spa» Farrell spa^ g P gazed opening. Panels c)superStr it to slab•Tc• Garage slab=3,500 p.s.i. p S. The Architect shalt not be p � ro. 3.t>co Dst stone concrete 4 feet s 6 feet s 8(feet door glazed opening protection fear shall be predrilled a5 required for the responsible for the erfornance of the General Contractor orartySub-Contrado nor shall he 4.Anti-hydro shall be added If pouring takes place at 32 degrees Far less. Coflar Tie o Rafter(Face-nailed) (see Table 3.6) (see Table 3.6) per tie guarantee the performance li theft contracts 5.The wood sole plate at exterior walls on monolithic slabs and wood sill plate shall be anchored to the founda- BlockMg to Rafter(Tce lion{tact) I-lid 2dOd earn end i2 8 I 2 I 2 2 2 2 2 3 3 3 3 3 3 No.B wood-screw-based windbome debris shall meet the anchorage method and shall be secured 6. All eUdStlnq equipment,utiltdes,structures,and other Itetrhs tnterfennq with the listallatlon Of the Proposed equipment and don with anchor bolts spaced a maximum of 89"oil center.Anchor bolts shalt also be located within 12" from structures shall be removed and replaced and shall be subject to approval of the Owner.The Contractor shall deternAne and/or the ends of each plate section.Bolts shall be at least 5/8"In diameter and shall extend a minimum of 7"Into Rim Board to Rafter(End Waited} Z i6d 3 16d each en 8 2 2 2 2 2 2 3 3 3 3 3 3 3 ; anchor with 2-inch embedment a 6 .10 ffi requirements of an approved impact- wish the attaChmetlt hardware provided. verify the actual location of any and an utilities,process piping and related Items prior to the commencement otwork.All costs masonry or concrete•There shall be a minimum of(2)bolts In arty one silt. WALL FIRAMING i6 10 2 2 2 2 2 2 3 3 3 3 3 3 3 0 length resisting standard or ANSI/DASMA 115. Attachments shalt be designed to resist Incurred shalt be the reponslbntty of the Contractor unless otherwise agreed upon Dy the Owner. b.Perform required alteration to e*xlsting concrete.New work installed adjacent to and connecting with pres- Tap Plate to Top Plate (Face-mailed) 2-i6d 2.16d per foot 24 8 3 3. 3 3 3 3 4 4 5 5 5 5 5 5 No.10 wood-screw-based the component and claddin loads T.li dimensions and locationsas Indicatedry n the drawings Shan be considered cofrect,but shall be understood that theay are ant work shall match exerting.Joints between new and w Work wont shall a trawled smooth and even. g sub ect to modifications as M be necessa or desirable at the time of Installation to meet unforseen or other c cmdftlom Provlde expansion joints. Top Plates d (F ce-nailed) (Face naikcl) at-16d 5-16d joints•each side l0 3 3 3 3 3 3 4 4 5 S 5 5 5 6 anchor with 2-Inch embedment 16 12 9) determined in accordance with either 8• DO NOTSCALE DRAWINGS,MMtten dimensions supersede scaled dimensions and are subject to revisions as per actual field con T.A concrete block foundation wall shall be accepted In lieu of poured concrete where permitted h Local Studer Stud ader(F ce-n 2 16d T 16d 24"O.c. length Table R301.2(2) or ASCE 7, with the diti�'The Co"tractor shall verily all dimensions and conditions herein Shawn and an discrepancies are to be brought to the Codes. Co er Header to Header(Face natledj 16d ifid 16"o.c along edges Architects attention before commendrtg with the work. &Provide continuous pp i;Ermlte shield with all g perimeter walls and shielded tote Table 3.5A Top and Bottom Plate to Stud Lateral Conneetlons EXpQ u re t/4 inch tag screw based permanent corrosion-resistant 9. if In the course Mconstructdon a condition exists which disagrees with that as indicated on these plaM the Contractor shall callers at plumbing pipes In�crawlspaces unless oth�se lino ed. Top or Bottom Plate to Stud (End-nailed) (see 1Table 3.5A) (see Table 3.5A) per stud for Wind Loads anchor with 2-inch embedment 16 16 116 attachment hardware rovided and stop an work and notify the Architect so as to alleviate such conflict without burden to the Owner.Should he fall to follow this 9.Footings at different levels shall be t10 ty ty g stepped so that the dear distance between adjacent bottom edges shall 1 z 12 procedure and continue with the work,he shaft assume an Yes ns1b111 and Iabll erisln therefrom, not exceed a Slo of one vertical to two horizontal. (Prescriptive Alternative to Table 3.5) anchors permanently installed on the 10. The Architect shall not be responsible for,nor have control or charge of construction means,methods,sequences,or pro to.Backflll Shall not be placed against foundation walls until the concrete ls ofsufident strength and until the Bottom Plate a Floor joist,eandjoist,Endjotst 2!i6d' 2-26d per Dot Lectures,or forsafety precautions and programs Contractor shalt be repomslbte for adequately bracing and protection ofall walls are properly braced top and bottom da the walls unlit floor or readequate temporary bracing. ear Blocking (Face nailed] For sl:t inch=25.4 mnn i foot•3D4 a meet,t pound.4.449 6L i building.Attachment in accordance with FLOOR IFRAMiNG Wind Speed mite per hour•0 447 m/s. work during cot�tuction against damage,breakage,collapse,distortion and misalignment according to applicable codes. 11.Concrete Foundations shall be poured continuou K g ( P ) Table R301.2.1.2 is permitted for 11.The Contractor shall check and verify location ofany existing overhead or underground electrical or other hazardous otln Norizontal Joints are not permitted. W. pour Is interrupted a vertical key shall be provided Joist to Sill, TO Plate a Girder Tce-rwailed 4-lid 4-10d 3•second ust m h 90 95 100 105 110 215 120 130 140 150 160 170 180 195 a.This table is based on Lift cop,utlunate de' wine p ( ) per joist ty lines and to arrange for their safe relocation. ts,pipe sleev lts, (See Figure l.ij speeds.v,,,,a,d a 4sroo,mean roof ttehgm. buildings with a mean roof height of 45 12. The Contractor shall be res 12.Contractor stall verify diimenslons end locations otslo es.Inserts,anchor bo eiecMc con- Bridging to Joist (Toe-nailed) 2-8d 2-10d each end b.Fasteners shall be installed at opposing ends of the wood feet 13 728 rum or less wllefe the n es ponsible for temporary electric,water,toilet facilities,fencing,barricades,Security,and dean- ducts,etc as required for trades before placing concrete. Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Stud ( ) p agreed upon between the Owner and the Contractor,Upon completion of work,Contractor shalt broom dean aR affected 13.Concrete:work Induct • structural panel.Fasteners shall be bcaned not less than T areas and cart Blocki» to Sill or T Plate oe-flatted) 13.16d 4-16d each block Spacing Wall Height(ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection ' inch from the ultimate des n wind s d, V is 180 away all debris. a)all footings,foundatio g op (PN) "pe°trat�roi ' 13. Contractors or Sub-Contractors whose work and Installations require sleeves,hanger inserts,bolts,anchors,etc,to be b)all concrete slabs m'nteP�pietfvrrtis,ntc'as per drawings Ledger Strip to Beam(Face•naOedj i3•ibd 4.16d each joist (i^.I a McMrs shalt penetrate through the exterior wan covering mph(290 kph)or less. built Into the work of other Contractors,shall Install or provide these Items to the appropriate Contractor who will set these to c)all other work as requi re�d b drawin s, wits«r er me Fen length or not visa than 2 arches rno the work In the locations established b Y g Joist O»Ledger to Bsam(Tae-nailed) 3.8d 3-ibd per joist 8 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 y the Contractor who requires these Items.These Items shall be provided and their locations d)set andwr bolts. bmhes Name Fasteners shah be blotted not less than 2!z tly ce,so as not to delay the pr ogress of a job as a whole.All such Items shall be Incorporated so 14.Damp proofl^9;work Included; they will meet the correct physical elevations of floors at each level.They shall be secured Into the framework for concrete so a)all surfaces to be damp proofed shall be dry,clean,smooth,free of dusL diet;voids and cracks and shard Band Joist to Je7ist(EWd-nailed) i3-16d 4.16d per Joist 10 2 2 2 2 2 2 2 2 2 2 2 2 2 2 inctal:tmn the edge of wncrete motet a concrete. Co0►dlnatE!d Sultlden In advan Band Joist to Sili or Yap Plate(Tale-nails d) J2 16d 3 i6d per foot !2 2 2 2 2 2 2 2 2 I 2 2 2 2 2 d panels attached to Masonry or mas x,ry/stucco shatt be as to maintain their proper location and pt7sftlon during the plating otcartcrete and rlerrlovnl e7ftonmrworic. projections. attached � vifvavon-reststara 7P chors ^� a" 14. The Contractor shall conduct all work to preclude the effects of weather on completed work,or work In progress.The b)allow 24 hours prior to backlltfing. ROOF SHiFATHING 12 34 2 2 2 2 2 2 2 2 2 2 2 2 2 3 uttnnate wRldrawat capacity of not less than I,S00 Pounds. Contractor shall assume all responsibility and expense of temporary enclosures where ne cessa Dust r titions are to De c)apply mastic emulsion only when ten Wood Structural Panels Sd 10d (see Table 3.10) 16 2 2 2 2 2 2 2 2 2 2 2 2 2 3 uY• fm vesture ls 40 degrees Fond rills band In dryweather. provftled between work areas and the rest of the building. d)apply CeJotex Trowel Masitic or a roved Diagonal Board Sheathing 18 2 2 2 2 • 2 2 2 2 2 2 2 2 3 3 NOTE: 15. Each Contractor shalt be reponslble for all loss or damage arW ng from the action of the elements such as water,heat;wind spates pp eg11a1 on all foundation watts below grade at basement and crawl . 1"x6°or 1"x8" 2-8d 2.10d per support 20 2 2 2 2 2 2 2 2 2 2 2 3 3 3 ALL STRAPPNG TO BE i V4•x20 GAUJIGE STEEL OR or other unniorseen difficulties which may be encountered In performing the work to be done under Ms contract In the event e)mastic shall be applied at the rate of 1/8"thick wet 1"x10"or wider 3 Sd 3 10d per support 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 StvPSOPf EOUNAi B4T-CS20(C01®STRAP} of any suspension of work,each Contractor orSub-Contractor shall protect his work and materials against damage Airy work ULL STRApPNG LEN L 8E 20(001 HU STR R TO StfATdiJ(3) or materials that have been damaged or destroyed because of failure of any Contractor or Sub-Contractor to protect his CARPENTRY NOTES CEILING S HFATHING SO 2 2 2 2 2 2 2 2 2 2 2 2 2 3 work or materials shall be promptly removed and replaced by the Contractor. 1.insulation shall be fib iZ 2 2 2 2 2 2 2 2 2 2 2 2 3 3 TYP.PROVDE RAFTER TO 16. Any materials or workmanship found at the time to be defective Shan be remed1led at once,regardless of et o belts-fold one side,unless otherwise noted,thickness as shown on drawin _ __ nspection of the work is Intended to aid the Contractor in applying labor and materials to and In accordance with the 2,All exterior nailing,in exposed exterior wood,shall be aluminum or galvanized, g� ypsum Wallboard 5df coolers Sd coolers 7"edge/SO" field 1Qici A.i.i.ACFtvEI�tT WFBi don.The 1 pm'evfons Irspec Staple pads on foi!OVER frathving. - -s 16 14 2 2 2 2 2 2 2 2 2 2 2 3 3 3 WALL SMEAT1RN6 AL GNM OA RPFi IRS specifications,but such Inspection shall not operate to release the Contractor!torn any of his contractual obligations. 3.Provide"cats"at all exterior and bearing walls and all walls over 8 feet high.All stud framing having an 16 2 2 2 2 2 2 2 2 2 2 3 3 3 4 KNW To PLATES TYP.PROVIDE RAFTER TO 17. All near materials and installations shall be in accordance with manufacturer's latest printed specifications and with code - utsu • ■ Woad Structural Panels 8d 10d (see Table 3.11) CRIPPLE CON ECTION H-2 A requirements. pported height afmore than 10-0 ls to hove stud bridging or otherwise be braced In an approved men- 18 2 2 2 2 2 2 2 2 2 3 3 3 4 a Structural Fiberboard Panels OR EQUAL OR STRAP 18. Alt materials shall be new,as called for In the drawings,and the best of their her l f intervals not exceeding 8 d a 20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 DETAL et,L EFT D res ofthe a kinds.t s substitution shall w made 4.All floors designed to withstand a combined five load and dead load of S03R 1/2" 11 ga.gaily. roofing nail 3"edge J 6"field y the Contractor without the prior written apprmral of the Ardtltect For Portions of the vlouk not shown to detail btrt which Der sgft for living areas and 4oIlt 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 ere shown generally or for reasonable Inference as being required for a per sq• lot ail other areas (0.120"x1 i/2'."long x 7/1b"headj proper and comp ete Installation,the material, S.Design timber stress-Fb 4.830,Ea1,6W 0 ,Dos las Fir Larch No.2. NAILING&STRAPPING AT methods,and workmanship shall conform,as a minimum,to the &i'rovide cross bridging or sold blocking @ ll-0 Oc maximum floors and ceilings. .� psi g 10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 typical or representative detell throughout the Corresponding parts of the building. " 25/32" 11 ga.gaily. roofing nail - 3"edge/6"field 12 2 2 2 2 2 2 2 2 2 3 3 4 4 S A EXTERIOR WINDOW/DOOR HEADERS 19. No materials ofany kind shall be used upon the work until It has been Ins &Sth� +posts,beams and joists shall be ni nss In exte grade lls ands e r ing 2 appearance. (0.120"xi-3/41"tong x 3/8"headj pot Iris end accepted by the Owner.All materials a.Studs are to be doubled m the sides le openings in exterior walls and bearing tiartfdons AU headers 5'-0" 24 l4 2 2 2 2 2 2 2 2 3 3 4 4 4 S ��aoR N3-� '�+AraroR teer'wRtoNs, rejected shall De Ifrxnediately removed from the work and not again offered for lnspe,ctlon. and dwe>r to have a mtnlmum�of a double jack stud on both sides of openln 36 - 2 2 _ 2 2 2 - 2 2 3 . 3. ._ , 3 4 . 4 S_ 6 . Al 20. All work shalt be executed In a workmannke manner and all mechanics shall be skilled In their trade. 9.Joists supporing'parallef ptartitions,Spaced apart to permit the passage of piping or duct work,are to be Gypsum Wallboard Shc coolers 5d caalers 7"edge/10"field NAILING SCHEDULE 13 :oa000 m omenucrm t44Nr41 21. No note or detail or lack thereof shall be construed as relieving the contractor from execution ofall work In accordance blocked at maximum 16"Intervals on bearing partitions and 32"Intervals on non-bearin Hardboard lid 8d (see Table 3.ii) 18 2 2 2 2 2 2 2 3 3 a 4 5 5 6 D Rant oFe•n Re1iIPe43rts Wx w�oow,xaee39 with all state and local codes. g partldars, Paetidebaard Parcels Sd lid (see manufacturer) 20 2 2 2 2 2 2 3 3 4 a 5 S 6 7 Noaeotn ,wi Architect is not retained for site tnspectlons antVor observation of the construction. 10.Where joist hangers and other•steel frame carriers are Indicated,contractor to provide and utilize the proper smooth shank and/or'annular ring naps as recommended by the hanger manufacturer,to Insure the Rough A e e o E F 23. The Architect has not beets retained on this project for bidding and/or the negotiation and administration of the Contracts appropriate shear and wlthdlrawl capacity of the fasteners. Diagonal Board Sheathing �a'g for construction of this project 1"x6"or 1"x8" 2-8d 2-10d per support Table 3.6 Ridge Connection Requirements for Wind V�/ �a B TO 2 to ar4 1 1 1 1 24. No request from any party for Information 11.Do a l c ales and Pa e3 required to aompnabea with pert or p 8 of NYCRR, �Jip®�u I B C regarding wire ceti o these d a win or explan tins, the a nterta n notation, 12.Do all cutting and Petchtmg for all traits.to bearing walls or partltloens,no stud is to be cut more than 1/3 of i"xio"or wider 3.8d 3-10d per support (Dead Load Assumptions: Roof Assembly DL�10 psf) � a°"" 4 n� x = : s or request for permisston to vary or tievlate from the requlremeatts ofthese drawings or notations,win be entertained by the Its depth to receive piping,dmd wort' or elecMcel wiling. era e m a:a r n ar - a a a 1 Archttect,unless they are set forth to writing and addressed to the Owner.If the Owner refers these requests to the Architect, 13.Provide double joists g,diet ail posts,partitions parallel to jo1StT and around ell openings Provide couple p �� ero a tow•o air a a a 3 the Architect wilt,with reasonable promptness,consider the matter and respond In writing to the Owner for transmittal to die framing around skylights.nder al all beams of joists under bathtubs and heavy appllan nin wand spedd f0 O is mar 4 4 4 4 party concerned••the Architect does not,nor will not,assume any responsibility with regard to the above mentioned types of a 114.Contractor to provide"'Simpson"hurricane dips On all rafter to stud connections&on an stud to Dox Wood Structural Panels }-second 8u3n(mph) 90 99 100 10s 110 11s 120 130 140 ISO 160 170 lea 19s Inquiry unless above procedure Is followed 1"or less 8d 10d 6"edge/12"field I�Figure 1.11 1Z_W ez mar s s s s beam connections. 23. The Architect shalt not be responsible for the pertornwnce ell the General Contractor a Sub-Contractors or the Owners 15.All exterior o to greater than 1" 10d 16d 6"edge/12"field Root swn "oa dons*, / own fortes,nor shalt he guarantee the performance of their contracts.The obligation of the Contractor shalt not extend to the pen cis shall be properly flashed. Diagonal Board Sheathing Roof PRdh • qtl Required t:apacity of Ridge Connecuon(ptF)t'='t� F A.MUM tiF m 1x4a AT r"00 OF 3110th M liability of the Architect,his agents or employees. 16.New work shall tie In and lap Into extsUng so as to prevent leakage'. 1la Flashing to be provided aft ell floor Penetrations,pipes,veflts,skylights,chimneys,and roof ventilators 1"x6"or 1"x8" 2-Sd 2-lOd r su oft a.N3hem aF s1L slim a I1t='Fur ex�1oT Iwtr ro o0oim 26. Items shown on plans but not spedflcelty stated to the specmcatlots annular vice versa shall De colistdered to be Inducted Flashing to be provided at hlgrs,edges,vafl g pas,gable eni and top OTfoundatlon walls. Pe pp 12 2B 39 51 64 77 91 105 136 t69 gas 243 284 327 797 C.HAeef of RaL MMIT MM stem AT 6e01 WE aF 1fI1a81 In the contract Lays,than es oT roof sl0 1"x10"Or wider 3 Hd 3 lOd per support 16 37 52 68 85 203 121 141 192 226 274 325 379 436 529 0.Kwm of Leo n 1s eaeAnt Itm of M 4ww ma a w To ee 27. Items not specifically called for by manu%cturer number or grade Specifications,Shan be furnished in the most economical All roof Intersections to have,flashing to extend 8"In each direction.All flashing to be aluminum unless noted 26 46 65 85 106 in 152 ' 176 227 282 342 406 473 S4S "I ff W,%M AT EAtit SM model,grade or manner of Installation. Otherwise.All rafters to line mp directly over studs. E NAM ff 4h 0t arm AT 6n01 b0 Q'11DWO VMM WME IF/Lt4ty 28. Each Contractor shalt ca Worker's Coo 18.Install shims to provide floor pitch under sheathin and 3:12 24 s6 78 loz 128 iS4 i8i zit zn 339 410 4a7 s6a 654 793 fry peensation insurance to the amomrrnts prescribed b law and IlaDlll , venting fn 9 perpendicular to the roof joists to provide for roof .Table 3.9A Rafter/Colling Joist Heel Jolrtit Conneaction Requirements Z8 6s 91 119 149 18D 2n 246 310 395 479 S68 663 763 92S f•KAOM(F=W43 804MO nealatmyow.rat mrs to automobile and other insurance In the amounts and periods satisfactory to the Owner.The Architect shall be Rstedd as addition (Prescriptive Alternative to Table 3.9)1 32 74 105 137 170 206 243 281 363 4S2 547 649 758 873 1057 JACKS AND KttM AS 00CF�®Ar��OMWr�Yro� of namesI cured. flat roof areas. Sti0M M OOETAL•LgF 29.The Contractor,its agents,servants and 19.All Interior leaders are to,have 1/2"foam sound insulation. 36 83 219 Ise 192 23t 273 316 409 139 168 I" 231 266 t 190 employees sham I m to s and hold harmless the Owner and the Architect and 20.All interior dioors to be 1-3/8"hollow core lauan-veneered with approximate hardware Contractor shall .- Root rive toad Ground snow toad a 26 3s es ss 6s n sa 1 t 3 139 168 I99 231 266 all their Agents and Employees tromp and against act tialrhs,dbmagts,losses and expenses Including Attorneys fees arlsing out et 20 psi 30 psf 50 psi 70 psi 16 35 47 60 73 87 102 its ISO 186 224 265 308 354 428 $ ad Sara Joist and Rafter NotebW and Sowing Lknib Stud N•tehMg and RwhW Limits Or resulting fl om the performance of the work. Stipulate an allowance for all lock sets. 21.Use waterproof membrane flashing over all outside doom Roof Span(ft) 20 _ 43 S8 75 91 109 in 147 in 232 280 331 385 443 $36 30. In any and an claims against the Owner or the Architect,or anry of titer Agents or EmptOyeeS,ry any Empft/yee of the 4:12 24 S2 70 89 110 231 153 176 226 279 336 397 463 02 643 Contractor,or Sub-Contractor,anyone directly or Ina$ nyone for whose acts of them fray 12 24 36 12 24 36 lz 24 36 32 24 36 De Nail redly emhpioyeed by arty of diem,or a ROOFING ®: liar rrt err p 2a 6t 82 104 128 253 179 2% td3 32S 392 464 Soo 620 7S0 Retch d or type , he Ind es nicocation q ptlobn un er this paragraph shalt not be limited in any way by any limitation on the amount 1.Fasteners for asphalt shingiles shalt be galvanized steel,stainless steel,aluminum or copper rooAng nails, Rafter Slope RaRM Required Number of Se6d Common or 4Od Box Nails per Heel Joint COnneCtlOnl.i.i.4.3 32 69 94 119 146 174 204 235 301 372 "a 530 617 709 857 ,tlera sI depth<1/4d payable by or for the Contractor or Sub-Contractor under Worker's minimum 12 " .asa eetl• Rat•edge Conpensation Ads,Disabilt gage shank with a mintmuI 3/8 daathe r •head,/thin F her th length a penetrate through Spacing(in.) 16 78 105 l34 164 1% I30 26A 338 4I5 132 156 182 209 253 distance a a/e" 31. All work let under these drawings shall be Other Eillployee Benefit Ads. p the roofing materlals and a mdnlmtmn elf 3/4 Irtto the rooTSheathln Where the roof sheathing is less than 3/4" 12 3 5 8 3 6 9 5 9 13 6 12 17 32 t0 27 35 43 51 60 69 BB 109 132 156 182 209 253 tlatar 1/a m guaranteed aQelnst defects In materal dad wofkmhanshl for a peritld oT one(1) thick,the fasteners shell pem�trate tfirough the sheathing.Fasteners shalt cd3mply with ASTM F 1667. wan amr year from the date of the acceptance of the Owner.Grand 16 t6 36 e6 57 68 SO 92 lI8 ie6 i76 208 2e1 279 337 ng a CertMcate ofOccn n 16 4 7 30 4 8 12 6 12 17 8 15 23 �d�181A°T°' shall not constitute acceptance of the work. Pa cY,or the Owner's Ise elf the premeds "IXLJ PihON Asphalt step shingles shall have a minimum of six fasteners per she In one of the followvtng catagorim(areas within 1 mile from the water) ngte where the roof Is 3:12 20 ;3 45 58 73 85 l0e 125 147 ISI 220 260 3e3 348 421. gt„d atngle atnd none dlaaneter 32. COntrat:tor shall Itlsped site and make at!appropriate Inguirires to tle,ternnlne condtion5 and fleid Construction cmt[erla a. The bietslc wind 39.2 4 8 12 5 20 14 7 14 21 9 t8 27 5:12 Za 40 S4 fi9 85 t02 119 138 277 219 264 312 364 418 506 <a/sa or to submssslon of bl r egarding site tondiflons thereafter per•ngure R301.2(4)ls 110 mites per hour or greater and the eave 24 5 10 15 6 12 I8 9 17 26 12 23 3a Ze 46 63 ai 99 it9 i39 i61 206 255 3f18 3ti1 424 488 590 1/a3aaet Doa6$ stud Pr ds.and shall make no additional calms speed 1/4 best �•w4m 33. Contractor shall obtain all required approvals,Permits,certificates of occupangr,Inspection approvals,etc.for work per ls 20 feet or higher above grade. 12 3 4 6 3 5 7 4 T 10 5 9 13 32 S3 72 92 214 136 159 194 236 Z92 352 416 495 557 674 4°vth am ream. Plata formed fromr a 2. b. The basic wind per hour or greater. gentles having jurisdit:tlan thereof speeds per Flgure 1t301.2(4)ls 120 fnlfes 16 3 5 8 3 6 9 5 9 13 6 t2 17 46 60 81 104 228 IS3 179 207 265 428 396 40 S45 627 7S8 4 edge 34. Unless otherwise agreed upon betwe n the Architect and Owner the Owner shall for and Contractor shall obtain a Asphalt Shingles shall Doty De mrsell on rootslopes of two units vertical In 12 units horzontal(Z.12)or greeter, s 4,12 rann dlstanee>a/e' ' pduY; Forsphalta es 19.2 3 6 9 4 7 it 6 11 16 7 14 21 12 ,„_20 I6 33 40 48 55 63 81 99 119 241 164 199 227 building permit from the village prior to starting any woriL - - p from(2:12)up to(4:12),double ondedayment application Is 24 4 $ 11 5 9 13 7 13 19 9 17 26 16 27 35 44 S4 63 74 85 108 133 IS9 198 218 250 102 1/3last 35. The General Contractor shall coordinate scheduling ofSub-Contractors and other Contracts and Shan provide every postl RM.2 T' required In accordance with Section °ip"`"� 3 Asphalt shin g strIPs or be Interlockin r. lb 33 4s Ss 67 79 92 1[I6 135 L86 t49 23s 273 3t3 378 d"%N`.x isle cooperative effort to taardnate compfetlt7n of all wtHk.The General Contractor shad)eafipleKe a comprehensive shcedule gets steal!have self-seaUn g and ca»Piy with/►y7M p?2S or D3462, 12 3 3 5 3 4 6 3 6 R 4 7 1i a.iz 24 4a s3 66 im 95 III 127 IQ I" 2" 282 32'7 376 453 *fail work pertaining to all contracts and shall submit same to the Owner In an acceptable format for review well in advance of 4•I"a�where the average dairy temperature In January is 25 degrees F(-4 degrees C X or less or when workk commencVnent Table R301.20)criteria SD designates,and Ice barter that consists of at least two layers of and 16 3 a 6 3 5 7 a 7 li 5 9 is 36. Contractor shall coordinate construction activities with Owner to minimize Interruptions to normal owner operations "e"t�t0�th ar ofaSatif-adhering polymer mt7dltled bltumin sh eNaYr^e^t 5:12 lx 47 61 77 94 111 129 148 188 232 279 329 382 43d SZ9 32 53 70 88 l07 1I7 148 i69 215 265 319 376 436 SDt 605 ce eni eet,shall be used In lieu otriormal i 4 3 5 7 3 6 9 5 9 13 6 ti 37 37.The Contractor shall conduct all work In such a manner so to not Impair the structural Integrity or stability of adjacent yment and extend froim the eaves edge to a point at Ieast 24"I»slde the exterior wall tine of the bldg. 24 3 6 9 4 7 1i 6 11 36 T 1a ii 36 60 74 99 121 143 166 190 iaz 29a 3se 423 a91 s64 6so structures,equipment,or utllties Should damage occur as a result elf the work,theContractor shag reDelr or replace said s All metal fieshtnq where tallied for on pions shaft be aluminum STRAPPING D ETA i LS 6.ter drai a ghats Pprowed 12 3 3 a 3 5 8 12 Z7 32 37 43 a9 Ss 62 76 94 11z 132 - 17s III damaged steals to the Sor unction elf the Owner,and c then Cantradoft a work,the Contractor shag bear any and all costs provide quitters and leaders as required and shall connect thefn to the a 7:12 16 3 3 5 3 4 S 3 5 $ 4 7 10 16 36 43 SO 57 65 73 82 102 t25 149 176 204 233 283 associated with Work Dlscontinuadon,Engineering Consultation,Materials Testing,Repair and all miscellaneeous related Items drainage system as req)utned. 29.2 3 4 5 3 4 6 3 6 9 4 $ 12 20 45 53 62 72 al 92 im 127 1% 187 220 254 291 3S1 38.The Contractor shall have a competent representative or foreman T.All exterior o n shall Ibe 24 3 5 7 3 5 8 4 8 11 5 to is 7:12.12:12 24 S4 64 7S 86 98 lie in 1S3 187 224 263 305 350 421 preserht,whoshaftfollowwlthautdetayalltnstnucttoIts peni gs prop"flashe(L a sz 74 a7 i00 114 129 141 17s 23a _261 307 3s6 406 :�, S i tl Plate tco Foundation An eh o r Botts of the Owner or hls/her assistants In the prosecution and completion of the work in conformity with this contract,and Shan 4 &All work Shen Dear a wnttein one(1)year guarantee from Rooftng Contractor from the date of the Owner's 12 3 3 3 3 3 3 3 3 5 3 4 6 have full authority to supply labor and materials Immediate ly.The Contractor shall also have a COmWent representative avail' acceptance 32 71 Ss 99 1 t5 130 147 164 204 250 2" 351 407 466 S62 Watt Stud able to redeve telephone messages and provide a reasonable reply as soon as possible,but not later than 24 hours. All roof Intersections to hawe flashing to extend a"(measured vertically)above teat root 9:12 1. 3 3 4 3 3 a 3 4 6 3 5 8 36 s0 96 f tz 1 z9 147 165 ids 219 2R1 33b 395 4SA S2S 632 39. The Contractor shall,at all times,provide constatn and easy access and safe and proper fadtltltes for the Inspection of all 10.Built up roods to be of 3-ipiy built up roof with gravel topping;tie Into existing. f9.2 3 3 4 3 4 5 3 S 7 3 6 9 Bottom Plate 24 3 4 5 3 4 6 3 6 9 4 8 12 Wall Stu1d parts of the wont I I.New work shall lie In and lap so as to prevent leakage. TABLE R301.S Anchor Bolt Anchor Bolt • • , 40. Before any payment will be made by the Owner,the Contractor shall deliver to the Owner an waiver or releases of an 12.All exterior nailing shalt bee aluminum or galvanized. 12 3 3 3 3 3 3 3 3 4 3 3 5 TABLE R301.7 Bottom Platt a I Oens arising out elf hls contra y y 13.Flashing to be provided at all roof penetrations,pipes,vents,skylights,chlmn • I ,• . tt,for work ctxnpleted as of the date d7f the request for payment The Contractor shall also tfellrer eeys end roof 16 3 3 3 3 3 3 3 3 5 3 4 6 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALLOWABLE DEFLECTION OF STRUCTURAL teel Strap lapped under sill plaste Floc►Joist I . ° all manufacturers'war randes,guarantees,operational and maintenance manuals pertainin to his work:furnlsh evidence ventilators.Flashing to be provided at hips,ridges,vale 19.2 3 3 3 3 3 4 3 4 6 3 5 7 a . satisfatto to the Owner that all g datlon walls, +chi^gam Of roofslOpe;gable eends and top of fOUn- 12:1 I ry payrolls,bins for tabor, materials and /4.All skylights Installed In roof eni (inpounds per square foot] MEMBERSb- CS20 7"MIN. _ ble,ha a be nd aid o other ise s s connected with ifs syst with pitch of 3/12 or less are to be mounted on Mtn.4"high curbs. paid n otherwise sa lishe.Each con 1S.Install shims to provide roof pitch under sheathin 2a 3 3 4- 3 3 5 3 5 7 3 6 9 °)(• °� tredofr she 1 also de011v�er to iheiOwne en guarantees n form amend wheose terms and extent will be established In the rentin g and perpendicular to the roof joists to pr�ovtde for roof USE LIVE LOAD ALLOWABLE .I l d' agreements between each Contractor and the Owner. g In flat roof areas. Expo u re � 41. Each Contractor shall be nsible for eurttin /6.All Interior leaders are to leave 1/2"foam sound Insulation over PYt Table 3.iQ Roof Sheathing Attaehmettt R'eBquirements for Wind b STRUCTURAL MEMBER DEFLECTION I I SIII Plate Uninhabitable attics without storage 10 �_ • , mYSpO g,flttfng and patching of his work that may be reequired to complete the piping• Loads l work of hls contract,no Contractor shall eneiangcr any work of any other contractor by excavating,cutting,or otherwise . b d Rafters having slopes greater than 3:12 with _ Steel Strap lapped utxfer alterin ELECTRICAL NOTES Uninhabitable attics with limfted storage - 20 L/100 g any work ofany other contractor,and fell Contractor shall do so without the prior written consent of the Owner. Any 1.All electrical work shall be cofMned to the Wi.dll eed 3•,ex &.cif"a*r finished ceiling not attached to rafters sill plate C52O . . costs caused by defective or ill-timed work shalt be borne the so su 1od Los ++d us uo +eo +4e aso Lao +7s ter +4s by Party responsible tlhet•efot� space end location allowed for It,and shaft be In strct confor- (s.eFlpm L3) Habitable attics and attics served with fixed W 518 dia.W/3 s uare washer 42- Contractor shall brat erpin all structures,Including neighbors Structu manse to the National Electric Code and governing municipality. I ( " " e,shore,relrntorce and/or slid 9 res,as required for separate drtutts for all a 30 Interior walls anti partitions H1180 q 2.Provide Ref ea3tener sP,drg stairs sate operation.The Contractor Is to take all f1e!CaSSary and prudent steps to shore and brace existing structure prior to pRllances,amperages based on frienufattarer SPedllcatioRs. U360 Imstallatle3n of headers for new opeflings.The proper and safe execution ell this work ls the sole responslbtNty M the torttractt3r, 3.Contractor Is to verity with owner,if the owner will be purchasing appliances and having them installed b sheateuns tendon' /frets e'"' r""`"'- Uplift Load per Nail(Ibs) Balconies(exterior)and decks` 44 Floors Ins Equipment and devices emf a rem ra lie pro others prior to submitting a bid on the project .. y sAwMa Eft" s arQrts po ry required for the construction processes and protection thereof,such as scat NO w`I fie.) Fire escapes 40 Ceilings with brittle finishes(including plaster L/360 folds•staging.platforms,runways,hoists,ladders,chutes,temporary flooring,guards,ratting%shaftway protecttolns,etc,for 4.Contractor shall Install,as per Owners direction,arty andeatl Intercom,alarm,thermostat,teelephone arkVor 6 1z t7 191 21 :3 :s 2e 30 3s a 47 s3 Lift b7 76 and stucco] the protectioln of workmen dad dlTthe pubNc shall be provided,erectfld,and maintained In actrordance with the rips,et rneors TV Antenna wiring In walls prior to sheetrocking.All wiring shall be concealed In wails,floors,or celff"M 6 6 9 1W I1 12 13 14 1s is 21 24 27 30 34 39 Guards and handrailsd 200h of the New York State BulkIng Construction Code,and all other laws, rules,or ordinates of act Governmental S.AIf wring shall lu copper and ail work conform with t C and NYBR!arhd shalt be Board of Flre Undenvrters >z Rid a structural Ridge Rafter t0 Stud j provide Age1dnspect"g apD►ceedandlndudethetolle»Wn 1 4 6 I 7 a 9 4 3o a t4 ]6 1s 20 2i 26 Ceilings with flexible finishes(including g urisdetlon.Conlractoi'shatl ,erect,fnalntatn those Items required for use,obtalning all necessary prrndts,In ettitt47S g' 3 3 S 5 6 6 7 7 a 9 10 1z 14 1s n m Guard in-fill c0mponentst 50h gypsum L/240 and approvals,and remove those Items which have served their purpose and when directed by the Owner,unless otherwise a)ail wiring Tor new SWIt1heS„°offers,flxtUres,re-clrcuttlng necessary to allover for act new work,all rewlrng of existing fixtures and labeling of dreult breakers to indicate circuit use. 16 44. CoWactors shalt make timely submissions to the Owner of thevanous Itefls asset forth so as to allow reasonable and ode b)furnlstl NFDU[erificate et completion otwtxrlk. - Carbon monoxide R314&R315. 6 11 23 25i 28 ai 3r 37 ail 47 5• 61 70 79 a9 704 pnlated. 6 6 12 is 14 t6 17 19 20 24 27 31 3S 40 45 51 Passenger vehicle garageSa rya board) 4 4 a 9 10 10 11 12 14 16 l8 21 24 27 30 is M��ww a VRW cs,e- rum a a w gtute tlm@ for feVle!W,pOS6tDle OOrretdOfn bl 6.Furnish and Install stn le 1 3 6 7 .7 a 9 9 10 12 14 16 is 20 23 7b Rooms other than sleeping rooms 40 All other structural members U240 » „ ,p� a resubmlsslon,and for approval of submissions without dgtayln the g station smoke dete'ctln alarm device In eOmplante with Seat: of NYS Bulld interior zone 6 12 27 30D 33 37 40 44 48 s6 6S 7I 94 95 107 1I5 a 12 Min. 12 Min, progress of the entire project or any phase of the project Code and shall be provided outside each separate sleeping area,In each sleeping space and on each fluor leveed. 6 6 14 3W 33 19 a z4 28 33 37 +2 4a Sa s3 Sleeping rooms 30 Exterior walls-wind loads with plaster or 7.Contractor shell verity with ithe owner,location and quantity of fighting fixtures,switches,outlets,etc.prior 19.2 4 1 9 155 1i 12 14 1S 16 r9 22 z5 IS 32 36 4z stucco finish H/360 p to providing a bid on the project, 3 3 7 V 9 9 10 II t2 14 17 19 21 24 27 32 stairs 40c a These plans are designed in accordance with the American Forest& Pa er &Pr tie a minim et In ea h rruom a m lalFwe o fW-o"from the e trance to Exterior walls-wind loadsa with other brittle CS20 C S p '9..Provid one outlet m each room a minlmum of 6'-0"tf Om the entrance to that ratan. 6 u 34 3n 21 46 so 55 59 70 81 93 nos 119 i33 M H/24D vJ� Association Wood Frame Construction Manual for one acid two-family dwellings • 1nlessot a amlMmatiled.GFloutletwRhln3'-0"ofatryslnkandamlMmumofonelne+verybaffiroorm 6 6 17 133 21 13 1S 1a xe 35 41 47 S3 60 67 7R finishes ' Uni@SS OtherWlS@ Spedfled. 24 TABLER402.2 ° 2018 Edition-prescriptive method_ I1.Contractormust 4 4 tI 133 ]4 16 17 19 20 24 17 31 3S 40 a5 SI 1 I3 . is to 4 n 34 39 MMtMUM SPECIFlED COMPRESSIVE STRENGTH OF Exterior walls wind loads"with flexible � Verify wltlh his ficethsed eiectriclan tf an upgrade of eiectiitat service Is required for this 6 12 32 355 39 43 47 sl 56 66 76 a7 99 112 t25 147 Hl120d LSU project priorto Submitting a bid 6 6 16 183 20 2Z 24 26 28 33 38 44 50 S6 63 74 CONCRETE finishes These plans comply with all of the requirements of the following: 12.contractor to Veri locati©ns OTtna liner 12 4 4 11 12n 13 is 16 17 19 22 26 29 33 48 42 49 e ry sts, err,sub-panels,etc for relocation as required for the project• j Lintels supporting masonry veneer walls U600 •2020 N.Y.S.Building Code •2020 N.Y.S. Mechanical Code Contractor must also notify thte Architect of locatlons If not shown on plans PLUMBING NOTES I 3 ; a 9� io tt 12 I3 to n 19 22 2s to 32 37 � M1NtMUM SPECIFlED •2020 N.Y.S.Residential Code •2020 N.Y.S. Fuel Gas Code � 6 u 41 477 sI st 63 6a 74 67 101 116 137 149 t67 196 COMPRESSIVE STRENGTH" 16 6 6 zi zit 16 z9 32 34 37 m st sa 66 7s ib 9e TYPE OR LOCATION t3F CONCRETE 1.All plumbing work shall be Im sMct conforawnce with all state and local codes 4 4 14 166 is 19 11 23 2S 29 34 39 44 50 56 66 CONSTRUCTION V°} o All roofs, ceilings,floors designed • MTS30 •2020 N.Y.S.Existin Buildi Code •2020 N.Y.S. P e Maintenance Code i 9 ^9 fop rty 2.Hot wader heater skald have.a naxlmum temperature Setting of 140 degrees F. 3 Provide hot and cold water supply lines to a new refrigerator as required by manufacturers spedUcations. 3 3 11 I21 13 15 I6 17 I9 22 16 29 33 3a 4z a9 •2020 N.Y.S.Energy Conservation Code •2020 NFPA 70 National EIe3cWc Code 4.Provide Insulation on all neww piping as required Dy code. PerlrrkterEdgeZone weatlttsriregPotemlalb ____. ._ 6 u SO 565 62 6a 75 82 89 105 121 139 158 179 200 135 142 6 6 :S IA9 3f h4 3a 41 K S3 6, 70 » 90 100 tIs Negligible Moderate Severe For dead load of 10 P.S.F. S.Remove and relocate all exlsdng piping as required to assure the proper execution of the work •2020 N.Y.S.Fite Code •2020 Uniform Code Supplement 6.Below grade waste Ines shaill be XHCl piping. a 4 17 19) 21 23 2S 28 30 3S 41 a7 53 60 67 79 - Basement walls,foundations and • 3 3 !3 tat 16 17 I9 11 23 27 31 35 40 4S SO 59 tyAe�"Lipper. 6 iz 63 70) 7a as 94 102 III 131 152 114 198 223 250 294 other concrete not ellimed to the Z500 Z500 2,500c r •2020 N.Y.S.Plumbing Corte •2020 Supplement to the N.Y.S.En 7.Potable Ones shall be 6 6 32 35i 39 43 47 51 56 66 76 87 99 112 125 147 weather - firgy &All as or oil t ng required Shall be z4 g pill peerformed by the plumbing contractor. • 4 4 21 241 26 29 32 34 37 44 51 se 66 75 84 9a Conservation Construction Code 9.Sanitary disposal system shall be County Department of Health SCPy1teS a 3 3 16 195 20 22 24 26 2a 13 38 44 SO S6 63 74 BaSement slabs and Interior slabs pproved for design and 2500 Z500C Column Cap Corner Hoedown Floor to Floor Connection Installation The Ownerssurve"rshallberesponsiblefordesignaridlocationsofthesefadntiesaswellas fastener Spadna on grade,except garage floor slaps � For St t pound per square Inch.6.895 kPa. obtalHn 1146 Load per Nan(Ins) a. net 2a l EhIGTN 10 Co tractor shall o vide hmtwater baseboard heat throughout at perimeter wafts unless otherwise noted. Gable Endwall Rake or (in•l Ll7i BasemeMtvafls,foundatlonwalls, �fB"� • Ratce7nesswtthupto9" 6 2a 311 35 38 12 w sa 59 6s 78 as 1tlD III 117 exterior walls and other vertical D.seeTeMeR301.2(I)forweatthera,gpotemlal. HDU END GENERAL NOTES Rake Overhang 4 19 211 23 26 28 31 13 39 45 52 59 67 7S 88 COnC(ete 2500 3,o0od 3.o00d e.Concrete In these locations that ra subject to freezing and thawing during " LENGTH i 1.Water mmaln must be T'-0"away from the sanitary disposal System and 4'-0"deep. 3 14 16 16 19 21 13 1S 30 34 39 44 So % 6e construction shall be sh-entralned conewe In accordance with Footnote d. e 1 z" 1. The mechanical system shall be installed in accordance with chapters 12-24 of the 12.In bearing wafts or partltloins,no stud Is to be cut more than 1/3 its depth to receive piping,duct or electri- work exposed to the weather d Concrete shalt be abentraloed.Total air content(percent by vokane of Rtisiderntial Code of New York State. cat work. Porches, concrete)shell be not less than 5 percent or more than 7 percenri o 2. The plumbing system shall be installed in accordance with chapter'a 25-33 of the 13.AO water service and disbribution pipe and fittings to be copper alloy. Table3.11 WallShealthingandClatddingMachment �xr�®�+u�.� Q rportslabs8ndsteps e.aeaSectionR402.2formaxlmumcernentroonnmaterlalscontem. 9 CL Residential Code of New York State. A 7 N B exposed to the weather,and garage 3,500d f.Fa garage floors with a steeRroweied finish,reduction of the total air content o e - o SFM 3. The elecWcal equipment and wiring shall be Installed in accordance with chapters 14.AI)drain,waste and vent 1piping and fittings to be PVC-0WV Requiremd3nts tar Wind Laad� 2,500 3,o00d,..r flow e,f (percent by Wume of concrete)to not less Char 3 percent Is permmed a the -. S4.4'I of the Residential Cale of New York State. slabs apedfed CarpMW"strength of the concrete is trtemased to rat tells than • 4. Exterior windows and glass doors shall be installed in accordance with Section R809. Wind Speed 4,0t�psk All glazing shall oomply with section R306. 3 second gust BC`S O1p b. In all frame walls,floors and roof/ceilings comprising eta v nts of the building thermal 90 9S 100 105 110 11S 1I0 130 140 150 160 170 180 195 ' YT•''' (mph! TABLE R301.2(1) LEK envelope,&moisture vapor retarder shall tie Installed on the warm in winter side of the (S"F!gure t.i CLIMATIC AND GEOGRAPMC DESIGN i; CS2O 12 Insulation In accordance with section R318. STRUCTURAL SHEATHING CR1FERtA • e. r ' r 6. Wall and ceiling finishes shall have a flame spread classification of not greater than 200 E F E F E F E F E F E i E F E F E F E f E F E F E f E F with a smoked developed index of not greater than 450 In accordance with section Stxl.pacing WIiDDESIGN SUBJECT TO DAMAGE FROM Column Base R302.9 Sheathing Location Maximums Nail Spacing for lid Common Nails or IOd Box Nails(inches,ox.)A 3 GROUND SE{SWC WINTER ICE BARRIER Ant MEAN 7. Insulation shall have a flame spread index of not greater than 25 with a smoke developed (inches,o.c.) SNOW g F►ost FLOOD BrEATHtNO pt:edd Toptlgraphk Speciallednd pllnd-dome DEMON pESIGN UNDERLAyMENT FREEZING ANNUAL index of not greater than 4501n accordance with section ofthe R802.10 12 6 i 6 12 6 12 6 12 6 12 6 i 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 LOAD° Wes! line Ttlrmlte` HAZARDSe BIOIteo (mph} ettects« regi0rtl debris Zone"'CAT£GORYt TEMPO REg111REph 1N0p(1 •(•gry(pe 8. interior wall covering ahatl be in accordance with section R702 and exterior wall Interior zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 12 6 12 6 12 6 12 depths FLAB IM FOR covering shag be in accordance with Section R703. 5}�T TITLE 24 6 12 6 12 6 12 6 12 6 11 6 1 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 20 Ib 130 Yes No n e WATER TIGHTNESS G E N E RAL NOTE S B Severe 36 to H 15 Yes 150 45e ABA44 DECKING 9. Asphalt shingles shall be Installed in accordance with section R905.2' 12 6 1 6 12 6 12 6 12 6 12 6 1 6 12 6 12 6 12 6 1 6 12 6 12 6 1 6 12 MANUAL 3 DESIGN CRITERIA" or< ° ���E D A ry�. - Perimeterfdge2one 16 6 1 6 12 6 1? 6 12 6 12 6 12 6 12 6 6 12 6 1 1 12 6 12 6 12 6 6 • �"' _�: PRO-EGT NAME 24 6 11 6 12 6 11 6 12 6 12 6 12 6 it 6 12 d 12 6 12 6 6 6 6 6 6 6 6 Winter Summer Attitude indoor fleecing APPRoyEDJDISTHANOERs i 2 �,'. t'�, ��e !Y" Elevedon Latittxte (feSiyn Design tent nature 2•AMtN. 2xLED0ERwRHF1STENER3 , <;'/ �. IN ACCORDANCE WITH TABLE R5072 � -t;, �-t - heating cooling correction facior t 1 , 1 BOARD SHEATHING or LAP SIdNG temperotute efTlperatUra dlfferetrce "_ 1�7 �S��C� *re A �T a 1�t L7 CJL lJ 1J1`:i.tsl�t t. HOLD-0OWN DEVICE MtN 750 Le.CApAerry }.,, ! .. FLOODRJOtSTS AT4LOCATIONS EVENLYDISTRIBLRED r 'r4 t7^TEt Sheathing Site Raftenches,i.pacing Minrmum Number of$d Common Naih or lOd Box Nails '."4 ALONO DECKMID ONE WITHIN 24'QF EACH /fl - 1�.K M�t�',p.C. (inches.o.cJ Per Support Cookng woad Wind vek a Cointlttent (lolly Winter Summer °:.• END OF THE LEDGER t1oLD DOWN DEYICEB ''+ ' '°?'{••,..:. $H1.110O N EMUFA DEfMC.x71S'T PER E.1_%"� "J,,:.`-F""r9 }�(19 sYI�'TT AVEI��L.7F r.Jr�l••er r t eratmdrfference ve! ry b SHALLR LYEN ffADECKR. a:. amp ocirylteahng cooing wetbtdb range tttmtid! humldl T icalDTTiZDeck-to-House C pw 5 50CI lx6orarg rSheathi 12-24 2 2 2 2 2 2 2 2 1 2 2 1 2 1 yp -,y fst a� m 1Ci N R/�0 T, .Y.1 1 LateraltDadConnection eca�EwYv Et LieowiM rVtATroH F$ • lxl txUr er5heathnn LI.24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 To OENTER OF TOP PLATE STUDS.OR HEADER. .IOB NOs , t-+ . i` l