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HomeMy WebLinkAbout41331-Z �SOFFoc,r�,. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 41331 Date: 1/30/2017 Permission is hereby granted to: Mazzella, Stephen &Joanna 90 Shore Ln Peconic, NY 11958 To: construct additions and alterations to an existing single family dwelling as applied for. No- e;LA,I C1 v-f At premises located at: 90 Shore Ln, Peconic SCTM # 473889 Sec/Block/Lot# 86.-1-4.16 Pursuant to application dated 1/23/2017 and approved by the Building Inspector. To expire on 8/1/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $406.40 CO -ALTERATION TO DWELLING $50.00 otal: $456.40 —F Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 ---------- Date. --------Date. New Construction: Old or Pre-existing Building: �l (check one) Location of Property: go i'1® )^� Lul House No. Street Hamlet Owner or Owners of Property: S��/2 Yl ��l � m A/'J Suffolk County Tax Map No 1000, Section 0E10 Block l Lot Subdivision Filed Map. Lot: Permit No. ' '� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ pp i ignature AC FIELD AAS FOUNDAMON(1ST) - , .. .... , ._............ ci FOUNDA'S`S4N(2N13) t ROUGES ERAIInNC�& � PLU�MBSN'G INSULATION I'ER N.Y. H STATE ENERGY CODS ' FINAL . Ir 'rd N lip 41' M11 16', TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �j Suryey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form 3 V j Contact: Approved ,20 Mail to: L `� Disapproved a/c T rl Phone: Expiration ,20 j Q l��; (;�/'(�70A/1 21"t/►'Ce5, v54 D j��L5� V (� � uilding In pector ((�S �/ L5 D APPLICATION FOR BUILDING RMIT JAN 2 3 2017 Date © /(Aa 20 INSTRUCTIONS BUILDING DE'P'T. TGWMa=iGQJAM0L1Dbe completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shal I be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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, or 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 authorized inspectors on premises and in building for necessary inspections. S g a an o name, a co n (Mailing addres of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder &J�� f I Name of owner of premises `�tym a4 d .'''Camy (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work wi 1 be done: &M House Number Street Hamlet Cownty Tax Map No. 1000 Section p -„,lock.,, .� Lot 6 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of roposed construction: a. Existing use and occupancy `6 CP la Flumili b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost— '� j ®( � d® Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars a 6. If business, commercia)'o'r mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth ,Height Number of Stories i Dimensions of same structure with alterations or,additions: Front Rear_-._ Depth Height Number of S,tori��s 8. Dimensions of entire new construction: Front Rear �. ' Depth Height Number of Stories 9. Size of lot: Front Rear Depth { 10. Date of Purchase Name of Former Owner `' 11. Zone or use district in which premises are situated .k qO 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO� 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of remises 0 Ilal�ddress ac�.,.., Q®S p ��a7Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 'r 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO/ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO 11 * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) zC � e U Gt4(2 C/A duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 4aZA — (Contracto , gent, C rporate 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this �/ Z tk day ANVA� 20 X4517 DIANE DISALVO Notary Public NOTARY PUBLIC-STATE OF RK Sig ure of Applicant No. O1 D1475593 9uolified In Suffolk County My Commission Expires April 30, 20B I Scott A. Russell -°su �00 STOIRLA WAT)E)RZ SUPERVISORSMI AAS A��GI)EMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 2 53095 Main Road-SOUTHOLD,NEW YORK 11971 y�0 Town of Southold ._ CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) _--1a0 ES--TH1S--TROJECT--INVOLVE—A-N '—OIi'IHIE --FOLLOWING- -- Yes No (CHECK ALL THAT APPLY) ®[A A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑f B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑9C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[]3""D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[2"*E. Site preparation within the one-hundred-year floodplain as depicted on-FIRM Map of any watercourse.. ®dF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. ' If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Departm-ent-with_your Building Permit Application. APPLICANT: (Property Owner,Design Professioal,Agent-Contractor,Otherl S.C.T.M. 1000 Date- ,pa, J NAME: U * J— 'j�a 11.4, ' Section Block Lot NE.—i., n s� :r"' F0R BIUILDINNG DEP B'I'MEN-1- I-SE. ONL.y Contact Information &3' ��+ o� ✓� /.y q �L Reviewed Bye V 3 `�'`"� — — — — — — — — — — — — — — — — — — Date• Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — Q0 5)Wyr, ane ������ Approved for prom>zing Building Permit w i Stormwater Management Control Plan Not Required — — — — — — — — — — — — —p— — — j� Stormwater Management Control Plan ;-,,Required. �LJL (Forward to Engineering Department for Review.) FORM 4 SMCP- TOS MAY 2014 Town Hall Annex �� y��� Telephone(631-1802 54375 Main Road Fax(631) 734-9502 P- O- Box 1179 0� z �� Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: 7�-��i/��'l Joa n Vl� Mm z e,I/a. Location of Property: qV 'J/�re- n� 2 cen/C. . Please take notice that the (check applicable line): / New•residential structure v Addition to existing residential sirucfure x Rehabilitation to an existing residential structure to be constructed-or.performed at the.subject property refdrence above will utilize (check applicable line): Truss type construction (TT). Pre-engineered wood construction_ _(PW) Timber construction (TC} in the following iocation(s)(check applicable line): -1�' Floor framing, including girders and beams (F) Roof framing (R) Floor an of foaming ( R Signature: Name (person submitting this form): lit Capacity(check applicable line): Owner Owner representative TrussResRegl5.docx Effect;ve 1!1!2015 6" DIAMETER REFLECTIVE RED--- - ---- - --- -- -- -- ---- - —F - - - PAN TOtic ROMAN ALPHANUP ERIC' • DESIGhI;�iTIOit vF L:1�0 S ic:.il.T i0id , (PMS) #187 _ TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 21' MIN_ REFLECTIVE WHITE 1/2"' STROKE ------ .. --- • - --- �v�srcat�R�oN�'o�'-srR6i�1�u-i�:dt -- --.-•--:_._.-------- ----- -"'- • --- COMPONENTS?HAT ARS OF TRUSS CONSTRUET'JON -F" FLOOR FRAMING,IN,CLUDtNG GIRDE!Lq AW BF.i4HIS• - "R" ROOF FRAMING -FR" FLOOR AND ROOF I�RM411t 6 -[BUSS IDS0RCAflON SIC - COMDUANICE-Vil[TH 19[.CRRPART 1:2G;5qA.q� rnrrosau� Ss q!wRICIN EM4DIBUSS [DE nFIcpm0 [SIGN -OA`CE:030(2005 •- ---- 4I: - 1 [SEW YORK STATE DEPART TENT CSF S ! A I E DIVIS[ON CSF C ODE ENFORCEMENTt�fC: AND ADMINISTRATION A.,, t i T..',Jrut CC , L :fit?1.�i . a , �J=a7 C1,TE:�(- &) -1 631.298.2250 t^;`�,C.� r-"-inn, U /-e .,_. �', i, �33�_�_ michaelmmchdesignaervices.com l h! �• W E _L C.r O S0F,is \ UL4\O S Y\l;'f!'� t�!i:�I��j.. i`�,� �- 1 l..r l" S 03p wur Ccs t~g 'Hla ` 1000-86-01-4.16 '00 0� SURVEYED BY JOSEPH INGEGNO.5/16/2003 J'_4 O PROPERTY:25,199.31 SF(0.578 ac) '° t o OO LIMITS OF CLEARING:2500 SF �a`; Al P 1T 1 `\ 000 HOUSE:2484.4 SF FRONT PORCH:166.2 SF K b \� 1-.� i A-77- REAR PORCH:553.3 SF POOL:648 SF p0- LOT COVERAGE:12.74% u i- `6�/ SO \S(\N� Q- 280-124,SOUTHOLD NONCONFORMING LOT: ASQNpp^I Q (MAX.LOT COVERAGE:20%) . ^ FRONT SETBACK:40 FT. V ) v° REAR SETBACK:50 FT. v� 0. SIDE SETBACK:15 FT,35 FT TOTAL c, \ s PLtliv;vE s CERTIFICATION 1-F�ElSS PLAGPW)ING fir;Ql1 G� 2 ka '**N `'St -------- O- nN LEAD CONTENT BEFORE ',,�� MQ 96�F\� .�i 1FICATE OF OCCUPANCY / �O I'`�O NEy7 tE0. 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'� ILL SON 1 REONEARET ► �,+ T` m SECTIONTAIL 2p PRECAST LEACHING POO 00 0 25 SILTFENCETAILS Scale:NTS �OFES IONP� 77 ;I-N 631,298,2250 m(thee I�mchdest9nsery t cea.com EEH (U r�j cd — V 1 n� W cd cn 0 0 11 LJLJ cd .O REAR ELEVATION SCALE: 114" = V-O" DRAWN BY: JD 1/15/2017 SCALE: SEE PLAN etv ° F °�� SHEET NO: m z k 07250 ��C9 ��FESS1 NPS. ea 631.298.2250 m f chae 19mc hde s Ignsery f c es,com - o A _- - o co Ln N P-+ cd O mm mmu mum - LEFT ELEVATION SCALE: 1/4" = V-O" DRAWN BY: JD 1/15/2017 SCALE: SEE PLAN S o o SHEET NO: � a m O 07250 ��OFES IONP� i An 631.298.2250 m tchae I®mchdes tgnaervTcea.com -------- T -ol ----- -!'-O" ' 2'-I1" 1 SPLICE INTO 1 EX. GIRDER -----r ------------------------- --------------------- --------------------- ----, 12" PIER WITH — - - - - - - - - - - - - - - - - BIGFOOT FOG}TING - 2XIO IPT GIRDERI MIN. 3' BELOW t.RADE i 2 - 2X10 PT G�RDER© U lh I 1 1 I , I , O__- 5 - 2XIOPTGIRDER - - —01 _ - - - - _ — a _ - _ - - - - - - - - - - - - {- -i- - — J — \.J ' I 8" CONC. WALL WITH BICIOUMUS COATING 16X8 FOOTING WITH 2 - 04 CONTINUOS BAR , MIN. 3' BELOW GRADE. (FLOOR R30 INSULATION) ' I V 5/8"dTa ANCHOR BOLTS 6' OC (TO CODE) i i t7 /� V J 1 ; I x I Q 1 I 22'-01/2" N 20'-M5" I Q 1 I I 1 2X8 LEDGER BD. w/ TIMMERLOCK SCREWS , 1 � PENT ^ ' •4 BAR f 612"OC �u 1 � M ' N 1 W Lu (IL U q t7 \R/ 0 CRAWL SPACE Cn 1:4 ' ►- 2" SLAB N 4 0 x Q, 1 c' Z Q "4 BAR 0 u SLAB ON GRADE 1 � � ry ^ 4" SLAB, INSULATE UNDER 612 OC O SLAB w RIO AND WALL w ' A ' 0 R15 TO FOOTING PER , - - — - - - --- - - - - Vr/ Q PRESCRIPTIVE CODE m V) N P-+ 1 •4 BAR N 612"oC as 1 1 1 1 1 I 1 1 I � ' z 1 ~ I N ' x ' uT 1 1 I 1 1 i 1 1 1 I 1 1 0— - — - — - -O --e- ' 1 BASEMENT DRAWN BY: JD 1 1 1 GARAGE ; 1/15/2017 1 FOUNDATION SCALE: SEE PLAN pF fVE�V SCALE: 1/4" co '� °FE��°�� SHEET NO o 07 502 �� SIONP� it ea 631.298.2250 mtchae Lmchdeatgnsery f cea,com 41 1 1 1 1 j l : ------------------ ET-1 -----------------[T-t ---] 1 1�1 [T_n----------------------i---7 i- S' WALL HEIGHT (MATCH EXISTING), 2X4 WALL (TYP), R20 NSULATION 1/2" CDX SHTG, SIDING TO MATCH EXISTING w TYVEK OR EQUAL. 1 1.1 1 1 I [INSULATE FLOOR, WALLS, CEILING PER PRESCIPTIVE NYS CODE] 12 It EX, PERGOLA -- --- WINDOWS AND DOORS TO MEET REQUIRED U (MAX. 0.35)AND (EXPAND D CK) 1 �: _ [1-''------------ ------i---7 SHCR VALUES (MAX, 0.40) AND REQUIRED DP w STORM PANELS EX, }CORGI-I REF. --�--- SUBFLOOR TO BE MIN, 3/4" THICK. SHEET ROCK TO BE 1/2" THICK. --"--" ------ �-----� 1 1 11 -- 1 11 SMOKE AND CO DETECTORS TO MEET CODE AS REQUIRED. G [i_'u R1 -------------------- ---] V QL ---------- L ---------- 22,-OV2" E ' 211-41.i5" i is MATCH GARAGE WALL HEIGHT ' [+- -----------------=----- --] O 1 51-5" 111-0" BI-4 " '-1 101-311 �1-011 •..r 536 - Transom MULL NEW FWG '60 w; ;4NSOM REUSE EX. DOOR ---- i -----' 2 - S-1/2 LVL HEADER ' X3-1/2X1/4 y C23 - Transom REUSE EX. WINDOW DW DW ; �' STEEL POST V Ell, tl III 1 2 - 2X8 HD 2 - 2X8 HDR FARM SINK �'-oto ocdo � BATT-1 .,,.� O O 14"1 CLOSET �' o ° o I Ito 1 @ nI IX -� N 1 , ASSUMED EX, CJ VJF-�-1n O o 0 � 2'-411 � � N CUBBIES 'x+ (K in 5X3-1/ XI/4 ; REMOVE EX. '1 1 JLcd 3X3 BRKT = i -' STEEL OST EXTERIOR WALLS: ; ��•�+ � 0 ------- n► PANTRY _ II; V �U (2) 2X10 6 z0 4 - 11-'1/8 LVL WI H B - 1" STEL LI CH_PLA--- ES (UPS_ET BEAM) _ _ __ -a ASSUMED EX. 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GARAGE � -------- ' --------- SCALE: SEE PLAN 16T, FLOOR FLAN ���'�5 ° ERS°�� SHEET N O: ip SCALE: 1/4" = V-O" r- O 072 OT- S1 Z ARoF S10NP`' 631.208.2250 m Ichae Iamchdes I ensery Ices.com V NEW ROOFS TO HAVE ASPHALT ROOFING TO MATCH EXISTING w ICEtWATER BARRIER OVER 1/2 CDX SHTG. INSTALL GUTTERS AND CONNECT TO NEW DRYWELL O L 12 2.5 �„ V CILX N o•� X Ate, 12 2`R Z 2.5 i� X W lo� `v 0 cd En i~1 12 �1U 2X8 RR W a16•ocIt- N < cd LAYOVER LAYOVER PLATE PLATgO DRAWN BY: JD 1/15/2017 SCALE: SEE PLAN ROOF -SCALE: 114" _ V-011 �,P.�� DEF �°�� SHEET N O: o r s n W ti 1Z 072 p2 ARoF SIONP� E• 00, 631.298,2250 m(cI•lae Immchdeetgneervtces.com 2ND, FLOOR ASPHALT ROOFINGS TO MATCH HOUSE 1/2" SHTG., 2X8 RR I6"OC 4 - 11-1/8 LVL 3 - 1" STEEL O.HANG TO 2X8 CJ 16"OC MATCH HOUSE R49 SPRAY FOAM INSULATION INSULATION PER NYS R402, IECC FLOOR: R30, WALL: R20, CEILING: R49 SIDING TO MATCH HOUSE SPRAYFOAM INSULATION AS REQUIRED 1ST. FLOOR _ 1/21SHEATHING (f) 2X4 WALL Q� NEW KITCHEN BY OTHERS R20 SPRAY FOAM INSULATION 0 DECKING TO MATCH EXISTING OVER 2X8PT 16"OC lttV Y 3/4" ADVANTECH SUBFLOOR X10 2 - 2X10 , n OC 5 - 2 GRADE gR30 WOOD-1INSULATION BITUMINOUS COATINGS L " o. o► 1 12 SONOTUNE •� ♦ FILLED CONIC. Ld 2" RAT SLAB '•° •rml �0/ BASEMENT °• 8XI6 FOOTINGS 2 - 04 CONTINUOS BARBICsFOOT FTG. A 1 cu3' BELOW GRADE ON 3' BELOW GRADE ^ O ^ �•- UNDISTURBED SOIL v CIS En •� CD O .. ., SECTION A-A v• • 4 -1 SCALE-- 1/4" = 1'-0" N 2' � N rl as � o LLL�2 . �2 0 FASTENER TYPE: /' SPACING: l� No.8 WOOD-SCREW I ( ' ( 'I ANCHOR WITH 16"OC Zin.E '• 1 I I I ' • \� 1 I ( ` •' ! ( !I ' all ' « Zin.EMBEDMENT LENGTH I ••I No.10 WOOD-SCREWS ' ( /� i BASED ANCHOR WITH 16"OC I I I I I 1 I 11 • I [Al I ® I I J 3 Zin.EMBEDMENT LENGTH I I / 1/4in.dia.LAGSCREW I I II I I II ' II I ` I ( ( 11/2 +1/411/4 BASED ANCHOR WITH 16"OC I I Zin.EMBEDMENT LENGTH Ij SINK I` 1 I + I � • I 1 ' � � � ( — • I ( _ • I II` � I • W.C. O I • I I I 3/4"APA PLYWOOD F.A.I. SHEATHING RATED SHEATHING 11 t I t GRADE PLYWOOD ( / I I 1. 2 (ALTERNATIVIVE:7/16"0.5.8.) 3 11/4 I C.O. If 1R"APA RATED SHEATHING I I GRADE PLYWOOD • ' I I ( I 1 O I 3 — J� (ALTERNATIVNE:7/16"OS.B.) ' I � I/ ( I � • / � • � I ' � • � � • I 1 � JJ // 1 • '� ► if i I 4 FASTENER TYPE: SPACING: I ( ( / / / TO AC SYSTEM 2X4 DF#2 ' I TRAP HOUSE SEPTIC SYSTEM No.8 ANCHOR WITH ` 1 of 5T11Ds I ( 1 ( '1 'l ( D RAW N BY: J D BASED ANCHOR WITH 10"CX: WINDOW SILL in.EMBEDMENT LENGTH I 1 TYPICAL WINDOW OPENING No.10 WOOD-SCREWS � � I •/ LL • BASED ANCHOR WITH 12"OC I I ( •I I • F L U 5 1 N G SCHEMATIC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH I 1 THAN 4 FEET I I S I I I ' ` I j + j SCALE: NTS 1/15/2017 1/4ndia.LAGSCREW BASED ANCHOR WITH 16"OC • 2in.EMBEDMENT LENGTH TYPICAL DOOR OPENINGSCALE: SEE PLAN PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: AND EQUAL OR SMALLER 2-2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW Q TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH 8"()C THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS Zin.EMBEDMENT LENGTH AND NUTS @ 2'_v O.C. No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS 2in.EMBEDMER WITH 9"OC 4"', Ew y0 SHEET N O. Zin.EMBEDMENT LENGTH ! PANEL SPAN GREATER THAN 6 FEET �v 1/41n.dia.LAGSCREW AND EQUAL OR SMALLER BASED ANCHOR WITH 16"OC FiQL THAN 8 FEET zln.EMBEDMENT LENGTH � �"GJ -+Okp WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) m LLJ '141 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO Q 0 2 01 COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. AR FE SIONP�. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. .� ox-L 631.298.2250 mfchaelmmchdestgneervf ces.com WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT d GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD BOTTOM PLATE a RIDGE BATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS 0 BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED E JPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBERI DESCRIPTION APPLICATION ILOCATIONJUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBERI 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"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 1 a.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH l2)JOISTS.UNDER WALL ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH � THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 I TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 ILS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE BLOCKING•24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED RAFTERS SILL PLATE(S) WALL SHEATHING MAINTAIN SIDEWALL FLASHING VENTILATION WOOD JOIST O FOUNDATION _ _ _ TOP PLATE ' - - - BLOCKING 2x4 LEDGER BLOCKING FINISH WALL AND MOISTURE: STAPPING TO BE ATTACHED TO WALL STUDS 048"OG BARRIER TO LAP FLASHING i 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL—MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP NUMBERI DESCRIPTION APPLICATION MINIMUM NET FREE VENTILATING AREA BETWEEN WALL FINISH AND GUTTER WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. ROOFING TO AVOID SOAKING 4'-8' LSTA24 1-1/4"x24"20 a.STRAP AND JACK STUDS ' THE SPACE VENTILATED. ALL OPENING ONTIN.SCREENED VE T g .+ SHALL BE COVERED WITH CORROSION- CONTIN.SOFFIT/EXT.PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH INSTALL 47O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 14 INCH IN DIMENSION. SOFFITED EAVE r , 8"-14' LSTA30 1-114"x30"18ga.STRAP AND JACK STUDS AND 50 AS TO MAINTAIN A IR 4'-6'RAFTER RT10 10-3/4'x 18ga.TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / GAP TO PREVENT CAPILLARY EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. ACTION CONNECT TO ROOF VENTILATION / OVER SEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS8"-12"RAFTER RT20 21-118"x 2Oga.TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ION ALL OPENINGS °' KEEP ROOFING NAILS OUT 2ND.FLOOR WALL � OF FLASHING <44% V Q ROOFING LAPS BASE •trmq o FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS RAFTER ^' RIDGE CAP OF SAME W / EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING wJ O SIDES 4 INCHES AND LAPS NAILED TO SHEATHING W r" ` SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST •U cd JOIST ' .0 WALL Fl""",4..• �'""IIN TOP PLATE GIRDER/HEADER /�� o 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS+848"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD V) N F'+•1 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES SO RAFTER INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND ^ N 4'-8' LSTA36 1-1/4x36.18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED \M�■� cd ON ALL OPENINGS KEEP SHEATHING MIN. 1-I/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH RIDGE VENT FOLDS THE PROPER STEEL CONNECTOR. O RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX. 1/2"HIGHER THAN LvL HEADERS 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE ON ALL OPENINGS PLATEANALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE.t REDUCE BUMP OUTS DBL.SILL PLATE TERMITE SHIELD SUBFLOOR SILL GASKET / WOOD JOISTS TVP.CONC.FOUNDATION CONC.SLAB r NEOPRENE -'', i I 2x6/2x8 CONTINUOUS WOOD PLATE A SKET DAMPPROOF EXTERIOR C 6 MIL.POLY v� GABOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR V GRANULAR FILL v ` STEEL COLUMN ' ( 1/2"DIA. BOLTS o 48"o.C.STAG. P CONC.SLAB ° a a `q D o° ROOF JACK // I' \� ` u u STEEL BEAM e°° C n ° �'A ``� 4"x 1/4"x 8"STEEL COMPACT FILL 'q � � � w q .D ^ � ROOFING LAPS �. TOP AND BOTTOM PLATE v ° a FLASHING AT . WITH 1/2"x " ANCHOR BOLT KEYWAY FOOTING ` ^ / ° •p �-q [) CONC.FTG. q O'q G o' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �� 1/2"GROUT 6 _ o ANCHOR BOLT CONNECTION (USP LBPS58OR BP583) ^ REINFORCING BAR " DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION5/8"DIA.ANCHOR BOL I 1 10 KIP COLUMN SUPPORTING MAXIMUM SPACING FLASHING LAPS i SILL PLATE TO FOUNDATION1 STORY 72"OC ROOFING AT BOTTOM _ - CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATIO 1_2 STORIES 57"OC SLAB-ON GRADE ROOF JACKS 4 VENTS DETAIL SLAB I —SUBFLOOR 6X6N OC./10WWM GARAGE E I DOOR FRAME _JOIST DRAWN BY: JD COMPACT FILL i I USE 2X8 FOR BLOCKOUT STEEL BEAM 4" SLAB = SLOPE 1/15/2017 P.T.PLATE ,�t W/6X6 WMM cq /� • s 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR SPACE ` < 1 I• 'T 1/21 . •. L (WITH A NAILING PLATE IF NEEDED) AT END AND a, .• '• • • .. GRADE a - -u____u_ _z 'C•q 51DES OF woo D - - TO BE APROX. I/2"OR HIGHER THAN (�/�I �'� O •s . .•. STEEL SEAM TO ALLOW FOR SHRINKAGE SCALE. SEE PLAN •q �l•q �'• ° a ° a ° a ° D BEAMS • C �• • • !PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) °i 6X6 W.W.M. e — —'e — —'e — —• a e = s- p •a _ MIN. ��%c '� °p '^ a l�'q a�'q a A'' ° •• _��NOTCH BEAM FOR MUDSILL IF REQUIRED—MAXIMU • • n A• — SUBFLOOR • a REINFORCING BAR ,c • REINFORCING BAR e ° NOTCH EQUALS 1/4 DEPTH OF BEAM ' °A °p••° > •e a° — IJOIST 12" DRAIN TILE 1 la--►la ►I • a()• 4•",4•° -- At c 12. o : SHEET METAL/30"FELT UNDER SEAM . POINT 1 V= SHEET NO: OF CONTACT WITH CONCRETE OR CONC.BLOCK 1"1 YO TYPICAL GONG.MONOLITHIC FOUNDATION.REINFORCE WITH(2)•4 REINFORCING ""t BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ^ 4^ 3 SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH(2)04 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT co f�0kpI BEAM POCKET * pC Lu m2 �, CTT . 07 502ND OF SS�O fad 631,298.2250 m f chae igmchdesignaervices.com WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. 4"MAX. 4"DIA.MAXIMUM 4"DIA.MAXIMUM I POST ' GIRDERMEADER e 2! � e o POST/COLUMN • t` Z 12"x12"x12" _ I � � CONCRETE FOOTING �o i DECK POST FTG.CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION DECK/PORCHRAILING 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILING USE MIN. (2)1/'DIA. AL CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 1-1/2"SPACE MINIMUM HANDRAILS GIRDER POST O GIRDER/HEADER e e � POST/COLUMN •. �� BALUSTERS RIWDECK 1011T-4o CONCRETE PIER 4-11OPEN BALUSTER ATTACHED TO WALL ". HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION Or THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS r♦ / V SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION �V CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 IPOST/BEAM ANCHOR JAPPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS I PAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH PIER ^ , FLASHING TUCKED UNDER TOP PIECE OF SIDING AND 0 O LAPPED OVER FIRST CONTIN. y GIRDER/HEADER PIECE OF SIDING BELOW UNDISTURBED SOIL ���1I''111 2-1/2"DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTED TO BLDG.@32"OC UNDISTURBED SOIL(ORGANICS REMOVED) V 0 n a LEVEL BASE STAIR TREADo FIT CONSTRUCTION TUBE AND PLUMB ///���� �''I U POST/COLUMN e BRACE TUBE JTI RIM BOARD e e FILL AS PER MANUFACTURES'INSTRUCTIONS Cd V) FFF111 STRINGER FLOOR FRAMING = O 2x JOISTS 111=III-11= -- s — — =111=III2 1�7 O 'III-III III=III=III-IiI'ilI-III=III=11 � ^ j � V BLOCKING FOR JOIST HANGER LAG BOLTS V )(^ ��/ N POST-TO-GIRDER/HEADER CONNECTION 'D LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. •• e f _ O! \^ 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DISTURBED/POOR SOIL Cd 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR O STRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR 1APPIYT0 EACH COLUMN GRAVEL DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE illimmr FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES'INSTRUCTIONS �y =11=I=11=_= 1=11=1_II=11= 'III-III III-III III==III III-III III,,=„tl SYRINGE ®16' al TMU WOOD JOIST JOIST CONC.PIER FOOTING PWM 'ab BIGFOOT SYSTEMS FOOTING FORM aNCN00. ° PER Din 16'R`^D GIRDER/HEADER - IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN coNc.sue r'e� WOOD DERJOISCOMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS to REos •�.p, GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. •o•♦ e'dra. 'PV' DECK PIER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT 3,-0, a •+cco0.c. -•' PER PUN - ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBG EVALUATION SERVICE REPORT Pt^� >'�!•: FLUSH JOISTS WITH HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. ;`.• '``•; ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH e ”+t THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDFR IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION JUSP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER I RT70 ITYDOWN ANCHOR CONNECT TO EACH JOIST HANDRAIL NOTES: DECK&PORCH NOTES: NAILING SCHEDULE All required handrails shall be of one of the following types 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. NAIL NAIL or provided equivalent graspability. All fasteners,hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION Q•ry SPACING NOTES 1).Type 1.Handrails with circular cross section shall have an 2).Girders for deck Joists to be bolted or anchored to each post or pier with washer JOIST TO: PER TOE D RAW N BY: JD and nut. 4-8d COMMO outside diameter of at least 1-1/4 inches and not greater Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL into concrete with a minimum 1/2"dia x 7"ion anchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE than 2 inches.If the handrail is not circular it shat!have a g 2-Sd COMMO perimeter dimension of at least 4Inches and not greater GROUND WIND SEISMIC FROST WINTER ICESHIELD TO 1015T END NAIL than 6-1/4 inches with a maximum cross section of 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. FLOOD BLOCKING EACH TOE �� C/20 SNOW SPEED DESIGN WEATHERINGLINE TERMITE DECAY DESIGN UNE NT 2-8dCOMMO dimension of 2-1/4 inches. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall LOAD (MPH) CATEGORY DEPTH TEMP. REQUIREDUIREDHAZARDS TO JOIST END NAIL J 17 be 4 ft.below grade. BLOCKENG TO: EACH TOE MODERATE SLIGHT TO 3-16d COMMO 2).Type It.Handrails with a perimeter greater than 6-1/4 4).Deck'oists to have blockingat 8'0 o.c.. 20 PSF 130 B SEVERE 3 Ff. 11 NONE - SILL OR TOP PLATE BLOCK NAIL inches shall provide graspable finger recess area on both J TO HEAVY MODERATE P g Pa g LEDGER STRIP 3-16d CoMmor I EACH FACE SCALE: SEE PLAN sides of the profile.The finger recess shall begin with a 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL distance of 3/4 Inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOIST ON LEDGER 3-Sd COMMO PER TOE portion of the profile and achieve a depth of at least 5/16 at 16"o.c. CODE:2015 IRC,2016 NYS TO BEAM JOIST NAIL inch within 7/8 inch below the widest portion of the UNIFORM SUPPLEMENT BAND JOIST PER END - profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. 3-16d COMMO inch to a level that is not less than 1-3/4 inches below the TO 1015T 'PEP NAIL tallest portion of the profile.The minimum width of the 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: 2-16d COMMO PER TOE NAIL OF JV Y� SHEET NO: handrail above the recess shall be 1-1/4 inches to a to girder(s). SILL OR TOP PLATE FOOT c Q� maximum of 2-3/4 inches.Edges shall have a minimum B).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal �• • D` radius of 0.01 inches. for any contact with ACQ. �� �O LU C� AR�FES IONP � 631,298.2250 mTchae Itamchdesignservices.Com ENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE r PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL RESIDENTIAL DWELLING 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOiNT DESCRIPTION NAIL NAIL NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING BUILDING HEIGHT (SEE PLANS) in each end of the collar tie need not exceed the tabulated number of Sd nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL CONSTRUCTION NOTES' TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH 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 TO TOP PLATE 10'WALL:4-8d COMMONJOIST TOE-NAIL 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 NG JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT 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 CEILI 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 LAP I NAIL FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 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 TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 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 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 BLOCKING2_gd COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2-16d COMMON EACH I END (LIVE LOADS PSF) ROOMS(OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 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: STAIRS 40 res onsibili 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 GAURDRAILS ANY DIRECTION 200 p ty g P P tY JOINT DESCRIPTION NOTES 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 QTY. SPACING 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 CAT.q TOP PLATE TO PER FACE NAIL 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 2-16d COMMONFOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE r ^ 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 2-16d COMMON24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v 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 STUD O.C. NAIL Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION 7).The General Contractor is to consult with the owner for all built-in items gyp HEADER TO 1N O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. 1/2 inch sum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel 16d COMMON SMOKE&CO2 DETECTORS 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 ALONG EDGES NAIL O in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE It 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 JOIST, 2-16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA �i J FOOT SEE NOTE:1,2 length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD T 1).The General Contractor and Mason to review plans,elevations,details and notes to FLOOD determine intended heights of finished floor(s)above typical grade. 7),INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNREQUIREDNT HAZARDS ` v 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. g P P NAIL NAIL - g ( g ) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE V 4-8d COMMO concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).An new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE Y 8 g with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES rrll�r BLOCKING EACH TOE Ld 5).Unless otherwise noted,all slabs on grade to be 2500 P.O..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE Sd COMMON @ 6"O.C. d COMMON @ 6"O.C. SEE NOTES:1,3 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL G poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELDS) • h"aN 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 3-16d COMMON NOTE:2 FOR PANEL FIELD V, 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections a the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. Sd COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMONJOIST. NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: JOIST OBLEDGER 3-8d COMMON PER TOE NOTES w p (, ' 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 (d C •0 All fasteners,hangers and anchors to be alvinized or stainless steel. 3-lbd COMMON the below grade portion of exterior walls prior to backfilling. g g TO JOIST )01ST NAIL 1 7).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, O BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. � U shall 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists bolted to each post with washers and nuts. 2-16d COMMO Girders on concrete piers shallll be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1CuU FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2),Tabulated 12 inch o.c.nail sparing assumes sheathing attached to rafter/truss framing members with G>0.49. ^ - ' for framing member with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. r^ N Icy NAIL NAIL v / A, DESCRIPTION LSI 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DE QTY- SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 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 Cd 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: O Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL SEE NOTES:1,3(BOTH FiELDS) ^� otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. g S where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. WALLBOARD 5d COOLERS 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. �� openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES V openings.Bearing wall window sills shall also have(2)window sill plates for 20 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored TY. SPACING openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION QNAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6d COMMON 2).Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD P 8 g g G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE on plans. WALLBOARD I I 10"O.0.FIELD s (neer for Suffolk County Health Department approval. royal. 3).For exterior panel siding,galvinized 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/o 2).Verifyseptic sytem with the Engineer P 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 1).PROVIDE 5/8"TYPE-X SHEEfROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACO. COMMO where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1"OR LESS 8d2"O.G.FIELD 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists NOTES: as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblodcing shall be provided to cut off all concealed draft openings(both vertical and horizontal) NOTE: and to form an effective fire barrier between stories,and between a top stay and the roof space. requirements. Fireblocking shall be provided in wood-frame construction In the following locations. 10).Provide insulation baffles at cave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 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. 1).In concealed space,of mrd walls and partitions.Including fumed spaces,at the ceiling and floor v system q levels.Concealed horizontal furred spaces shall also be fin blocked at intervals not exceeding 10 equipment supplier. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed p 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick.4-ply Fir 1).Nailing requirements are based on wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered muds. DRAWN BY: ID 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 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, Contractor and owner for final review and approval. is nailed 3"on center at the panel edge to obtain higher 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. . ELECTRICAL NOTES: members shall capacities. structural REMOVE AND ADD ADDITIONAL FILL ASNEEDED. adhered with PL400 adhesive and screwed to Floor joists.finished floor to be installed members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. • such as shear plates,shall be used to maintain load path. 2).COMPACTION ST NEW FILL SHALL BE AT LEAST OMPROCTOR under stain shall comply with current N.Y.S.Residential Code. 1/15/2017/i 5/20 17 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM DCAL AND ASTM D ORT COMPACT THE 1 1 J SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and dugs at ceiling and Boa level,to resist the free passage of 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 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. members,the tabulated number of nails shall be permitted to have regular 1/2"sheetrock.All walls to be taped and finished. P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the firebiocicing of chimneys and fireplaces,as required by current N.V.S.Residential Code. ��'`p/� PLAN 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR,Is COMPLETE. SCALE: SEE PLAN 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 torch down type material over. and R315 of IRC. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to N c be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. C 3' E�iQ'f O� SHEET N O■ W . �0 07250 RGFESSi Nps,