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HomeMy WebLinkAbout46468-Z rat TOWN OF S.OUTHOLD �o at./tr BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE • ;9 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#: 46468 Date: 6/23/2021 Permission is hereby granted to: Preszler, Trent 36225 Main Rd Cutchogue, NY 11935 To: construct additions and alterations to existing accessory garage as applied for. At premises located at: � (DI ,^ �Q T ,� Lit � L-712200 Wickham Ave., Mattituck i� o� SCTM #473889 Sec/Block/Lot# 139.-3-25 Pursuant to application dated 6/15/2021 and approved by the Building Inspector. To expire on 12/23/2022. Fees: ACCESSORY $152.80 CO-ACCESSORY BUILDING $50.00 Total: $202.80 Bui ding Inspector TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 46AW INSPECTION FOUNDATION IST ROUGH PL13G. FOUNDATION21SID INSULATIOWCAULKING FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY- FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION - -- ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODEVIOLATION PRE C/O REMARKS: DATE INSPECTOR, FIELD INSPECTION REPORT DATE COMMENTS s � FOUNDATION(1ST) ------------------------------------ [ FOUNDATION (2ND) A - z 9a c oCOD � ROUGH FRAMING& l� 1 �-•• y W PLUMBING 10000, N INSULATIONER .Y. STATE ENER Y ODE go Z Iry FINAL ADD I AL COMMENTSIL 7/ N 6- I-ad -j- VOicL as �b w vm Z rn N � , N � , N z° y °itPo 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 https://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PEWIT IJ L.C� 1 t F Office Use OnlyL16 Ilk ig ! s , PERMIT NO. � Building Inspector: JUN �.�- 2021 ON � wy y�uy�' F,.,.s (t. o ,yn S.fi'L.� �: > •,,�,� t.0 x .q. .•a%' - u`., c*. `< �L.r`. } 3nlL �jj`�`'�` ;i"ti ^'F., �F,<�F'�ii" :,y`�z-•'*: z,�F:...•s X-y�}[Sb�fi�._ r,. r�,,n� (F1'', Y .'8ff.'�::•: 44 ,'�''�'t��t �^'� i�'xA�.1i.`.�- ":jyY,:SYx�r �x'.l`_., .1L`h 3�'Y`:. e�J%!:•ix` Date:6/15/2021 5 a• vrs— �'n t:r' >';t%,"� .otM=r'^' ..a7,•_ ..y3?:;^.'�;:,,fie 2t,.,. .v;-��. :+ ,3'?' `.w., ��S �F-"PR .P R7Y'.z {� -�:<,, .:k:•a rt•_:� >.�� :�- _-� .,s<.,:,�,>xr< 4 -�.-.,,.:_.. ..�•:1,... ��:•:�:: ,'-�?!T"iw:�, `} .Q �.:1'wik�i±^. .a _L*:+1.4:.:•i':.- i�-..p••J.,._ .,�' �t.''.4'>fi`.: �, -]...- -�..l-, ".}. `-'-A:Y,y -_ �i�i,-'b^G - a CY. .eve -.lssr�[�",.i: :•5;.r�}}' f; - v�,,, .71',+• yyuP. .y.<'�.^� - ,o�Y'.} -- - �.Rrn<'g.�y _ .T.k :kt.,..:v-,E t., •,5. ixt',y =={>z<.�"�i '3:=: ':�. t•1-,<ca YC'^ :,r•w�zi°'as";� a�'� .�' �•:,. .,��,;r'T:.•.,. r'�.-; ,-."t�-•�•,J iaau�`a,a.�_�.._a•:�.y... �,-ya^'a;;.:i•:'az,_ � %.�:�+,-�:.,..F�:' �:;ai..•;„•;.f''`.�a_.,.a�. .:,(.•+,.....���'n _W+.K��;;�a��`33^�5.. .s6:a1:-3`r ::.� r�z:�. .t.+., Name:Nicolas Rieger_& Teressa Son SCTM#1000-139-3-25 Project Address:220 Wickham Avenue, Mattituck Phone#:917-841-9986Email:nicolas.rie_ger@gmail.com Mailing Address:220 Wickham Ave., Mattituck, NY 11952 �! ^ t,'i” •,.$:tib.?I. �;�;; ..!•,v Lam` +t, x�,,? ..:i; r'y-;:Ex`x•;.i -s";z a� .-.h,. .fi:;c-,* ::5'lr' I{4,. r1.rr•v��y,w ri-;;yt''.;,nfn•�a,.��.a,.ay ..5. /'�i-9'Itl1'y-5`P � tiN►.%i - a..:w` .;';'-, ;° •u'4 ..=•i�?' .+�b. �'t}'ce, 'i.s a'Y'. F. �.,6•e`^•:�;-`o%"`'aS .•t.?,a- d >riK.%. rzd✓ .w�,. .s, fi�j;t;.:?'.:.. ,'.*y!„_ .. ,Ay •.fir' '`'":i,>"y.•,��dS3-;a�s,+:..."P; �...k . a �.• ii:Ye.^.�„r,. a+�{:-stn. ..fie^ .�":,,�. ?•fif:1,-.z:•,�'.�.��:-, Name:Mike Hand Mailing Address:PO 1256, Mattituck, NY 11952 Phone#:631-965-1947 _ Email:michael@mchdesignservices.com - ��%<,•' :.tit. - .r• 5.-tt4': y.<:•Vii;`%•.i,',i.;..:4�;:�'-::.:`.:; C'SI:G�N=P FESS O,AI�INFORMATION'�• - '1. RQ. ,e ?f ,i:= .t-_-�*` 4.. 'tra51`txc' a ."a:•tl�- ,'�;.�;.-`" ,x,.>n _ ssv 1� k�. "ri�i !-h.:P. '.�i�i'+ %>,: +fa,�'.m�%tr.<ta;:�'y'..;3`��%• .;,.4r`:�^ '+�zsz:?J:i2.,r„-:+, .,45„��3sF:r'�'<'t�x :�'�;,u,°a��4'<''�,�t4�n:z�wra: ��:�::��:�•�ut.:��.", .'S z�� �q�� �c'^^�'' -vw�'tk.., -!; �v M,,,.� x,��R�','�•". Y, y4y� y.s: .t'.... 4� c?-:z,.r 7 + ,;:�e''.Ta'i::�`� ,'4:a=x-r",�N<z.aa•.^;:a.,,,-�`.,��,:5�. ,�,.,,,�e -n1a��''k.' :�? -x rwrf� :..�:<r. ,�a.',u>„'`.�3i .•:t..,�tw:„s�,^f.•_,,,5::.<;u ntr:�?�.._.s=„ h. Name:Jim Deerkoski Mailing Address:260 Deer Path, Mattituck, NY 11952 Phone#:631-298-5506 Email: ..z T NF RM' ION: :.CON RACT.ORaI .O Asl' �. � �••2�•��--, z""th-,Y=^:-- ,`vr'... �y,•..T- - ..5 ''y':;`.'ii; .._ -�:ie Name: Mailing Address: Phone#: Email: DESCRIPTION;OF�PROPOSEDC�NSTRU.CTION _.ate._ � ..•v.�-.._ .K ai ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ElOther proposed pool-inground $25000.00 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? RYes ONO 1 ,PROPERTY INFORMATION Existing use of property:Sin _ le famll dwelling Intended use of property:Sin le famil dwellin ___--- _.g_ ___ y.�.. 9_. _ _--g-1-_.__ ly_ _._.� g_._ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 ___ this property? ❑Yes BNo IF YES, PROVIDE A COPY. Check Box After Reading: The owner%con'tracto`r/design professional is responsible for all drainage and storm water issues as provided* 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 --Ordinan`ce�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`applicant agrees to comply with all applicable laws,ordinances,building code; housing code-and regulations and to admit authorised inspectors on premises and in buildings)for.neces5ary inspections.False statements made herein are ,. punishable as a Class A misdemeanor pursuant to Section 220.45 of the New York State Penal'Law. , Application SuNmitted By( i narn C Lk g46LG (]Authorized Agent ❑Owner Signature of Applicant: Date: 6/15/2021 STATE OF NEW YORK) (� COUNTY OF,6 U4. ) {A(Ude. -S r.JA UM QCT' being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Y — (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 LNOTARY of20NotaryPublic NIALL D WOOD UBLIC,STATE OF NEW YORK rationNo.01W06388422 PRPERTY OWNER AUTHORIZATION lified in Suffolk our ty ( here the applicant is not the owner) on E8pir©®; �ef 12�z 3 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 svf ikc Town Hall Annex ®� OG r Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 co Southold, NY 11971-0959 _ 1j BUILDING DEPARTMENT NOTICE_ OP UTILIZATION OF TRUSS TYPE.'CONSTRUCTION. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date:. Owner: /V I ch �a 5 2f _ p rte' S 4 So 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): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): M .1 Co., Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 Buildina Department Angfigotion AUTHORIZATION ffltere the Applleant is not the OWDCO 1" J - R 1e-6 CR residing at 2200 X11 Q 04 !'rant prupeny Owaae s.I=e) (Mailing Ad&ms) do hereby auttaorize n4k, (Agent) to apply on my behalf to the Southold Building Department, } ignattire) (Date) ff i cps- /Z (Print Omer's Name) SCTM 1000-139-3-25 Lill 18303 SF (0.42 ACRES ZONE: R40 - •• METES AND BOUNDS: C HANDS ON SURVEYING H- APRIL 3012015 Design Services EXISTING HOUSE: 735.8 SF, 4.0 % www.mchdesignservices.com EXISTING DECK: 434.6 SF, 2.4 % phone: 298-2250 EXISTING GARAGE: 343.6 SF, 1.9 email: '. michael@mchdesignservices.com EXISTING SHED: 75 SF [TO REMOVE] PROPOSED GARAGE ADDITION: 130.4 SF, 0.7 S 65°09'34" W 216.78' EXCAVATE: 15 CY, FILL 6 CY ---------------- ------- �, PROPOSED POOL: 450 SF, 2.5 % TOP ` I 0EXCAVATE: 150 CY, FILL: 20 CY te `r ° <- 1 SOIL 1 O r-.• DRYWELL: 8'DIA X 6'DEEP U \ 26o PROPOSED 30'XI5' I ROOF: 283 SF; 2"RAIN/H R: 50 CY \ INGROUND POOL j W O USE 2 VF X 8'DIA DW W + POOL BACK WASH; 8'DIA X 4VF CONCRETE I Q EXCAVATE: 10 CY, FILL: 4 CY W 1 WASHOUT m EXISTING SHED TO BE REMOVED au CAI zO /o POOL EQUIPMENT I 0 • / TOTAL LOT COVERAGE. 11.5 / I J PROPERTYlNE) ,\ •--- EXISTING SHED _ TOTAL EXCAVATION: 175 CY - .•� — (yJ� PROPOSED I r ADDITION WOOD EXISTING , TOTAL FILL: 30 CY < W \ 1 I DECK 2 STORY HOUSE 47 0 O ..Y.. z 0 U ESTIMATED DISTURBANCE: 5000 SF O x \. N a C) �4 U •6. \ W A U �D 06H Z H COIIISTRUCTIPN O N �I ENTRANCE N 65°09'34" E Li 149.28' OCCUPANCY (,-)o N USE IS �►-. � � UNLA WR"O f W WITHOUT BAYER AVENUE OF OCCUPANCY ,L/ W APPRO ED AS NOTED (� DATE: 4 B.P.# RETAIN STORM WATER RUNOFF FEE: BY: —�= PURSUANT TO CHAPTER 236 NOTIFY BUILDING DEPARTMENT AT OF THE TOWN CODE. 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION TWO REQUIRED PROPOSED SITE FLAN FOR POURED ONCRETE 2. ROUGH - FRAMING & PLUMBING SCALE: 1" = 20'-0" 3. INSULATION 4. FINAL - CONS RUCTION MUST BE COMPLETE FOR C.O. ELECTRICAL. DRAWN BY: MH ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW INSPECTION 13EQUIRED YORK STATE. NOT RESPONSIBLE FOR 5/29/2021 DESIGN OR CONSTRUCTION ERRORS. SCALE: SEE PLAN COMPLY WITH ALL CODES OF OF ElN NEW YORK STATE & TOWN CODES f,P DEO AS REQUIRED AND CONDITIONS OF G' `�� �` �� SHEET NO: i r �� e� N �.' . rn _ I w ..7 _ 'JG 60ARDLLJ SOUSTEES �4A °�25 DO NOT PROCEED WITH t FRAMING UNTIL SURVEY, ��FE sIVA OF FOUNDATION LOCATION HAS BEEN APPROVED. — - — - — - — - — - — -- l-T ,I I I I I TNI, .. M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: j michael@mchdesignservices.com FROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0" Z I' ll 115 1 1 01 11 loll III I I loll I oil II I I loll I W U 0 � � � � w � z Oxy U U PROPOSED WEST ELEVATION _ _ — _ — _ — _ — _ — _ — _ - - - - - - - - — - jt� o cry z � H E..., SCALE: 1/4" = 1'-O" -00,001 N 0 w o � � w M YTY � P4 PROPOSED SOUTH ELEVATION DRAWN BY: MH m SCALE: 1/4" = 1'-0" 5/29/2021 SCALE: SEE PLAN e r , I FL-Tt� I Ill I I I TJWF�I I I I I I I (� k < ; SHEET NO: FROPOSED EAST ELEVATION o072502 SCALE: 1/4" = 1'-0" ESSIO. 8'-0" 8'-0° - - 0 0 - M r — — — -16' --------------------Y M H 2) 8 Df#2 HDR r Design Services SHED ; ; -------------------- EXISTING #4 BAR TO BE REMOVED 1 8"CMU WALL @12"OC W/16"X8"FTG (2)#4 CONT.BAR www.mchdesignservices.com MIN.T BELOW GRADE phone: I (631)298-2250 I I I I I I email: — — — — — — michael@mchdesignservices.com `r PROPOSED STORAGE ; UNHEATED SPACE 1D ADDITION EXISTING CATHEDRAL CEILING I I � I I EXISTING GARAGE I 1 i I 1 .,c.�...- •——————————————————————————• I I I I w _ U i i ------------ #4 BAR @ 12"OC O F -'OF08ED FLOOR FLAN FROPOSED FOUNDATION FLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Z O � W A � H Z H N O N w 2X12 - - - - - - - - - _ - - LAYOVER PLATE � W CEDAR SHINGLE ROOF(MATCH EXISTING) 12 12 ICE&WATER BARRIER UNDERLAYMENT 3 7W/ MIN.5/8"ROOF SHEATHING 2X10 DF#2 RR @16"OC SOC 2X10 RR @16 FRAME 2X4 WALL TO RR _ g a MATCH OH ' z w/EXISTING REMOVE EX.OH t�' EXISTING rte+ 12 IN m 4L N c-I � bo (� CEDAR SHINGLE ROOF(MATCH EXISTING) DRAWN BY: MH 2X6 ACQSIL PLATE ICE&WATER BARRIER UNDERLAYMENT TERMITESIELD MIN.5/8"ROOF SHEATHING SILL SEL ]AL 5/29/2021 ---Top OF WALL TO DOOR OVER WALL TYP ur MATCH EXIST. • • • • • • • •• 4"CONCSLAB SCALE: SEE PLAN O 8"CMU WALL �P (TYP) � m 16"X8"CONC.FTG * SHEET NO: (2)#4 REBAR 7///A r,)l — Z �-d6� i � tU SHED- CROSS SECTION A � � -} �oAR z5o2 ���' 3 3 SCALE: 1/4" = 1'-O" PROPOSED ROOF FL OFESs1C3NP� SCALE: 1/4" = 1'-0" u WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 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. M C H Design Services I KING STUDS ENDWALL CRIPPLE STUD RAFTER WALL STUD www.mchdesignservices.com BOTTOM PLATE RIDGE phone: HEADER LEDGER BATHTUB (631)298-2250 DOUBLE JOIST SIDEWALL RAFTER email: JACK STUDS michael@mchdesignservices.com FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBER DESCRIPTION APPLICATION ILOCATION JUSP NUMBFRI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 o. STRAP APPLY OVER RIDGE TO EACH ?AFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2z6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGERlAPPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED SILL PLATE(S) /WALL SHEATHING RAFTERS MAINTAIN SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION ' BLOCKING TOP PLATE BLOCKING r , " FINISH WALL AND MOISTURE 2x4 LEDGER v STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED KITH A +`/\w`/\J AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA V BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER ' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONT1N. SOFFIT/ EXT. PLYWOOD �� N ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECF TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND �� M INSTALL 4'0" O.C. CONNECF TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS O F 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS B" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS / KEEPROOFING NAILS OUT I OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O 11 IL WOOD JOIST FTI l J TOP PLATE w� V GIRDER/HEADER SIDE WALL FLASHING ^ U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST UJ A �- AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD E) FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SOAS TO FORM DRAINAGE CHANNELS AND RAFTERS F"•I INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION Vol 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ERAFTER/PLATE USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" O ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WI1H O RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. N INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS ^, 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE Pq I �-- TERMITE SHIELD SUBFLOORO SILL GASKET � WOOD JOISTS e TYP. CONC. FOUNDATION ( � ` DNC. SLAB NEOPRENE / DAMPPROOF EXTERIOR V • V' GASKET 2x6 2x8 CONTINUOUS WOOD PLATE 6MIL POLY ON EXTERIOR GRANULAR FILL - I BOLTED A. STEEL BEAM WITH �•p 1/2 " DIA. BOLTS®48" ox. STAG. • V STEEL COLUMN I � A 'D • - d • - C% e `• CONCSLAB •p a•° ROOF JACK 1T�� STEEL BEAM . �•a ( n 1•� � ANCHOR BOLT EMBEDMENT: COMPACT FILL POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL I •e ^ BLOCK WALL: 15" ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING e V p • • 4 • FLASHING AT / e a A•!a �• CONC. FTG. •p �•p Le' SIDES AND TOP WITH 1 2" x 6" ANCHOR BOLT • '� ;O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WAS-IERS 1/2" GROUT ` (USP LBPS58 OR BP58;) p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT 1 I I 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CONE. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL (SI AB-ON-GRADE .—SUBFLOOR CONC. SLAB DOOR FRAME 6X6 10/10 WWM GARAGE I JOIST DRAWN BY: MH COMPACT FILL DOOR o-- USE 2X8 STEEL BEAM FOR BLOCKOUT // 4" SLAB -r�/^/Q/ 71 • ,• ,• P.T. PLATE GHT 1/2- AIR SPACE W/16X6QKTAM� • e�I SLOPE �+ `•� �O`-'• / ,• 7 1 2" 4"DRIVEWAY —� (WORTH A NAILINH JOIST G PLATE UFTNEEID D) AT END AND i• •p • a• •'• .• TO BE APROX. 1/2" OR HIGHER THAN ES RA • a '---a""'"I*"''"'+ • • • 4'`t•� BEAMS F WOOD `� O e• O •. :-, STEEL BEAM TO ALLOW FOR SHRINKAGE SCALE: SEE PLAN d _ _d_ _'_d_` '� 2 s_ O • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" •� L1•� �' 6X6 W.W.M. •_ .A • a "• a F.°O -���I • d • e'• O•'C •O SUB FLO MIN. m,e� .G n� •w �•, �•� A,• .e `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIKUM • • ° r a REINFORCING BAR / • II-I� �` •O •� REINFORCING BAR NOTCH EQUALS 1 4 DEPTH OF BEAM s A �•• ° • ° DRAIN TILE l0 ►I . C 1• O•s p e _ O-I(�`� 12" 's•: SHEET METAL I H FELT UNDER BEAM AT POINT r I J , t - SHEET N O. • OF CONTACT WITH CONCRETE OR CONE. BLOCK i i �,• 3" ALA �' L D T EAM) (' TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. v, �. SHIMS TO LEVEL BEAM 7•cC REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. nr„ � 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT 0 rn - LLQ I BEAM POCKET Z - L-, LL n 07 502 �� FSSIONP� to M C H GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Design services 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL (JAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of lOd common nails required QTY. SP/GING (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS TOP PLATE 10'WALL:4-8d COMMO RAFTER ) W1NW.mchdesignseNices.com 1).The information within this set of construction documents is related to basic design 2)-R Sal framing and s ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA UNIFORM CODE intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE phone: for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMO JOIST AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES (631)298-2250 8 Y P % %P P FRAMING ELEMENTS State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC AP NAIL DESIGN DEAD LOAD(PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 33c UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 P P P P CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) email: OVER PARTITION WFCM-SBC AP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS HA80 michael@mchdesignservices.com 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS 30 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC IND NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 CEILINGS(PLASTER STUCCO) U360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE GUARDS AND HANDRAILS 20o FIRE ESCAPES 40 (GYPSUM) U240 (CONCRETE WALLS(6"THICK) 85 CEILINGS accordance with table 3.3. TO RAFTER IND NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS PLASTER,STUCCO 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END VEHICLE GARAGES(R3o1.5)PER 20 SQ.IN.z000lbs ( ) H/360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON IND NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) 1/600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY. SrACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMO PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT OINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMON (A.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE SPUD O.C. NAIL Sym.: attached with 8d common nails at 6"o.c.at the panel edges and 12"D.C.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 6"O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. �j w such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALCNG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO PER2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION r 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 v 6).TYPE If EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOISf, 2-16dCOMMO CLIMATIC & GEOGRAPHIC DESIGN CRITERIA plans,elevations,details and notes to END JOIST OR BLOCKING 1.The General Contractor and Mason to review length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 P GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE SIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: DEC"AY HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. NAIL SAIL ^ interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES H 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE mas 3).Provide expansion joint material between concrete slabs and abutting JOIST TO: 4-8d COMMO PER TOE TO HEAVY MODERATE concrete or masonry walls occurring in exterior or unheated interior areas. 8)•CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JDIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: (� Z O 4).Any new concrete walls being attached .c existing concrete structure shall 2-8d COMMO Q W with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST :ND NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5).Unless otherwise noted,all slabs l rade to be 3000 h r Concrete In be 2-8d COMMO 4'PERIMETER EDGE ZONE 8d COMMON 6"O. Sd COMMON 6"O.C. SEE NOTES:1,3 % p• TO JOIST :ND NAIL C� @ _J h poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1(BOTHW � K to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: FACH TOE INTERIOR ZONE 8d COMMON 6"O. 8d COMMON 12"O.C. FIELDS) Q 1/ P SILL OR TOP PLATE 3-16d COMMO g OCK NAIL @ @ NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge rT, along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS I 8d COMMON @ 4"O.q Bd COMMON @ 4"O.C. SEE NOTES:13 W 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install oneattached with the above requirements. TO BEAM 3-16d COMMOIN 8x16 cast iron foundation vent for every 150 sq.ft.of area. JDIST NAIL NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3.8d COMMO PER TOE 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JDIST NAILTHESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMO % P P %• % % TO JOIST JDIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as required b current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each ost with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. V % q Y ) P SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE:1 ( , Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nails spacing assumes sheathing to raker/truss framing members with G>0.49.For /1 Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. P % % % �,/ below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: [--� Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 5).A minimum of 10 inch flashing shall be installed between the building and ledger. 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 0 otherwise. JOINT DESCRIPTION NAIL NAIL SHEATHING LOCATION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts I QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) where needed. 4'EDGE ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE ( ) %- Sd COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE:3 r h openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. V openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: NOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavy du alvinized hangers and 8)•Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 39 1 .For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 8d COMMO ) % % q u ) vY tY% % anchors where applicable to all connecting joists. PANELS WFCM-SBC be used. PLUMBING NOTES 7/16"OSB 6d COMMO 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the Floor joist and under bathtu 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6" �O.C.FIELC 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with w Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlams(height to match Floor joists)around stairwell and/ r FLOOR SHEATHING: other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL JOINT DESCRIPTION 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protea and secure the structure.Verify with the QTY. SPACING 1).PROVIDE 5/8'7YPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. PP STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES V OR LESS Sd COMMO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44'S11 under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: NYS Residential Code providR302.ed 1- cut o OCKING REQUIRED Fireblodctng shall be provided to oa off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblorking shall be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to full coordinate all stem data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. Y SY re q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as frreblocking in walls constructed CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. I Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain highe- 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. DRAWN BY. I'I H adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: P % REMOVE AND ADD ADDITIONAL FILL AS NEEDED. over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spares P such as shear platesshall be used to maintain load path 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code. , 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12'LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. Flame and products of combustion. 5/29/2021 to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be perrnitt±d 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION. 5).For the fireblocking of chimneys and fireplaces•as required by current N.Y.S.Residential Code. 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. I INCLUDING SUBFLOOR,IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SCALE: SEE PLAN torch down type material over. and R315 of IRC. N ti 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO B7-_8&_G1 c be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP ��� J• D`<C'l, Of AND BASES.USE WITH FLASHING CAPS TO COVERTOP SHEET NO: t � C7 L1R= tr .c:-/ 07250 ���, OFFS ONP A�4