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Home My WebLink About39217-z�t�SUFFt?t��oGy Town of Southold 5/12/2015 - P.O. Box 1179 o �' 53095 Main Rd icy o�� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37550 Date: 5/12/2015 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1145 Horton Ave, Mattituck SCTM #: 473889 See/Block/Lot: 141.4-10 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore Lot No. filed in this office dated 9/15/2014 pursuant to which Building Permit No. 39217 dated 9/26/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY ONE CAR GARAGE AS APPLIED FOR The certificate is issued to Limongelli, Joseph & Limongelli, Ellen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39217 05-07-2015 ZA�nlf&41 t rized ignature Permit #: 39217 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) Permission is hereby granted to: Limongelli, Joseph & Limongelli, Ellen 12 Donovan Dr Cold Sprinq Harbor, NY 11724 Date: 9/26/2014 To: Demolition of an existing accessory garage and construction of a new accessory garage as applied for. At premises located at: 1145 Horton Ave, Mattituck SCTM # 473889 Sec/Block/Lot # 141.-1-10 Pursuant to application dated To expire on Fees: 3/27/2016. 9/15/2014 and approved by the Building Inspector. ACCESSORY $364.00 CO - ACCESSORY BUILDING $50.00 DEMOLITION $164.80 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 I% 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. l ! r s-�� q New Construction: Old or Pre-existing Building: (check one) Location of Property: gVe MR- / %T1(CL House No. Street Hamlet Owner or Owners of Property: lJ-. L 1 m UtilSuffolk am- Suffolk County Tax Map No 1000, Section % —T 1 Block Lot / L� 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: $ � U Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 pF SOVQ i�ik(/jy� l • Azs y�OUNV BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roger.richerKD-town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Josheph Limongelli Address: 1145 Horton Ave City: Mattituck St: New York Zip: 11952 Building Permit #: 39217 Section: 141 Block: 1 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Tucker Electric Inc. License No: 4926 -ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 11 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel 100A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect F1 Switches 6 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 2- paddle Fans, 4- GFCI Circuit Breakers Notes: Inspector Signature: Date: May 7, 2015 Electrical 81 Compliance Form.xls JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date: November 6, 2014 To: Town of Southold Building Dept Re: Foundation Inspection Joe Limongelli 1145 Horton Ave Mattituck, NY Permit # 39217 To Whom It May Concern: This letter certifies that all the foundation work including Rebar on the above mentioned Project was done as per plan and in conformance with all State and Local Codes. . Any questions feel free to call. nj NOV 12 2014 , -BLDG. DEPT. TONIP! Of SOUTHOLD P.E. yJ� THp p�y372-1 courm,��' TOWN OF SOUTHOLD BUILDING, DEPT. 765-1802 IN PECTION [ ] FOUND N..iST` [ ] ROUGH-PLUMBING [ ] FO DATION 2ND [ ] INSULATION [ RAMING./ STRAPPING [ ] FINAL [ ] FIREPLACE .&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING DATE- �yI `� /I .f' INSPECTOR OF SOUI�olo I � � TOWN OF-SOUTHOLD.BUILDING, DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUG UMBING [ ]FOUNDATION 2ND [ ] IN CATION [ FRAMING] STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION C j FRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION C l ELECTRICAL (ROUGH) I 1 ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING REMARKS: DATE ./ I S INSPECTOR 3*6 ="i pF SOUlyolo n '� courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE t< INSPECTORS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Examined Approved Disapproved a/c 20 20 BUILDING PERMIT APPLICATION CHECKLIST ECC E WE ' SEP 1 5 2014 0. DEPT. WPI OF SOUTHOLD Expiration 3/2_7 , 20 1,(, APPLICATION FOR INSTRUCTIONS Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Single & Separate Storm -Water Assessment Form Contact: Mail to: Phone: c� 1 G - 1 Z t PERMIT Date 20/ a. This application MUST be 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 shall 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. w7 /_ �3 (Signature of applicant or name, if a corporation) �l U. 160k i rf q 3 A4 4772Tz,"C1(- " / / 9 SZ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises -� O -e, �_ J AAU J &-& L L l (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer MA -RIC 171%ls 11 UL-LOU)4-ry C , Pf"1den+, (Name and title of corporate officer) Builders License No. / g' o 2�5- — Plumbers License No. Electricians License No._ Other Trade's License No. 1. Location of land on which proposed work will be done: 11'45 0_Lk7_ Nt A-7 7 /7-v cic House Number Street Hamlet "County Tax Map No. 1000 Section Block U Lot j Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy G'AP-14 G-4:"Z)2r4 &-e-f Nature of work (check which applicable): New Building �` Addition Repair Removal Demolition Other Work 4. Estimated Cost *20, &Zro 5. If dwelling, number of dwelling units If garage, number of cars a Fee Alteration (Description) (To be paid on filing this application) Number, of dwelling units on each floor 6. If business, commercial or 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 Dimensions of "same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front _ 2q Rear Depth Height Number of Stories / 9. Size of lot: Front % U Rear 70 Depth / 5--Z) 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are si 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 premises)ye- L FM &A)&-,efW ddress Phone No. Name of Architect JO,,nes-bfu Address Phone No 6,31 '774--1363- Name 74--7363Name of Contractor M447 -1e- (DA 'v i s Address Phone No. 74, 7 - 0 V 7- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * 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 * 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 I SUAL) Ma ri� Ic- \/ j S being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (tO - rc`r--�G (— (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 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 1` ~ day of 5e;�Af 20 ^• r Notary Public Signature of Applicant (Marnag JOJ luawlJeda(] Su(J3aurgu3 of pJemJo3) •paJinba�i zi Ueld 1oJluoD luawa�euL'W Jalen�wJOIS — -- - — — — — — — — — — — — — — — •pa.rinbaM ION "id loJluo:) lu3wa2euelq JaleMw.IolS •liwJad guippg Zulssaoo.id -fol panoJddV NQ :40 paMZ)IA@}I x�:�:� :�• Iti{) SIS: i J::N:1I�1.i_t[t� d�CI r)'tiICI"iI � lid IIO.:I Ya;:%:N:' lo"[ Pole uollz)aS :alnQ 0001 :# W.L'0'S VW I.VW SO.L - dDWS * W'd0J :jJoM uonon_IjsuoD Jo Liolluoo-I ssaippv Al,IacioJd (,aquina auoyA'I�J: `z 1A o - :uoiIrwjojul l:w,uo, Y� ei 1 Yy) �j 51(Li �i 7� 2�1if �ry :3WVN (jaglo'Jo13eJIUOD'luaoV'Icuolssa}oJdu8lsa4'Jaumo/,Padoad) :INVJIlddV uo1lualiddd lluuaad Nulpiing inof, qlIM luourlieda(l Rulpiing agl o; uuao3 Is17 xaagj polaiduuoa s pus uuld ioaluoJ luauuaRBUBW J019ml uaolS s Jo saldoa oe+Z Iluugns assald `anogs aq) jo aaouu so ouo of SgA paaaMsus nog( .II •laafoad mod of ,ilddu;ou scop 9Ez .ualdsgj i.uaquunN dvW xsZ ,ilunoj ig a1s(l `uolluuugiui lasluoj `amisuft `aucsN anod g1IM niolaq uolloas lusallddV ag1 ololduuoj idojS `aeoqu suoilsanb ag13o IIs o1 ON paaaMsus no,( 3I 'saz)e jjns snoin.zadwi jo luaw@z)-elda.z pull-ui sapnlaui lusodoid agj pup umol, agj /,,q pantaaas sPm uPld IOJ uo:) juawaZpupW jalemwjolS P jo lUno.iddT-) joijd ssalun `agora jo pa j a.zenbs 000` I jo saz),P jjns snoinJadwi paau j.znsaj jo mau jo uoijullpisul '_q ❑ 'asinoosajem Aup jo duW Wdl j uo paloidap sp uipldpoolj .i-ea/.,-pajpung-auo agl uiglim uoil-ei-edaid ajIS '� ❑ -uoiu pjpzuq uoisoja IpIsi✓oa jo jjnlq `Llz)uaq spupliam jo 1;Doj 001 uiglim uoilpjpda.zd alis 'Q ❑ •aau,e sip 1pluoziJoLl jo laa j 001 -Pojp snonEiluoa Aup jo loz)jpd Aup uiglIm ll✓ilaleuz jo spje/., atgno OOZ uall ajoLu Buinlonui BUIIIIJ JO u0ij1?ApZ)XH 'g ❑ 'aau jjns punoj� jo laa j aipnbs 000`5 upgj a1ow sjo;D j jp gaigm pupl jo Buiddiiis jo �3uippjE `EuiggnA `�3upi;al:) .V ❑ (AlddV J VH.L I IV NAM) :9NI[M®')<'HOA RIE-)<Jl, A® XNV SIA')<®ANf .1=0'dd[ SIHI SA®U ( .LNVOI-Iddd HHI Ag QE,LTHWOD 39 01) 12121HS XROM JLN21IX21'9VNVI/V 2I21,LVMViHOIS - 9CZ H:IldVH3 ploglnos_o umo L JL NLIMM[D\�I�I\�']fn�I U6ii XHON MdN'(I'IOH.LflOS - PLOII u!LNI 960ES 6LII XOg 'O 'd - TIVH NMOL (I`IOH.LflOS UOstnxHanS IlassnN 'v 4400S j, Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 119710959 Telephone (631) 765-1802 roaer.tichert a down sou f?016 ny us 9 BUILDING DEPARTMENT TOWN OF SOUTHtOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: F-aA."y 0 P -6(t'- VDate: Company Name: Name: �'e_A'_-_) License No.: y g g. G m F Address, ®bCt &I y Phone No.: R I v ,7-8 - 2,5c) 1 JOBSITE INFORMATION: (*Indicates. required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: C30Ak Si, —ZR) ®1 Tax -Map District: 1,000 Section:_ Block: Lot: /0 *BRIEF DESCRIPTION OF WORK (Please Print Clearly)�,`� , A loo (Please Circle Ali That Apply) *Is job ready for inspection: YES % O. Rough In Final *Do -you need a Temp Certificate: • YE$ Temp Information (If. needed) *Service Size, 1,Phase 313hase 100 150 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION cAlt I f Y ti d( -j c� 0L-)eDT TPe-T- ��- 4- 82=Request for Inspection Form l Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 February 3, 2015 Mark Davis PO Box 1493 Mattituck NY 11952 SOUr�, �y�DUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Re: Limongelli, 1145 Horton Ave, Southold TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: _ Application for Certificate of Occupancy. (Enclosed) ZoElectrical Underwriters Certificate. A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39217 - Accessory Garage Telephone (631) 765-1802 Fax (631) 765-9502 TOWN OF SOUTHOLD P _�OPERT' Y' ,DECOR® CAR® � /00*6— /4/ / /a A �e OWNER STREET 11q 5 VILLAGE DISTRICT --SUB. LOT OR I MISC. I Est. Mkt. Value LAND 67, TOTAL DATE FORMER OWNERJ71� X4, 66,4 .SGji �'no N� /J Cx E ACREAGE 1 ss I /� / °` � ICD . �t�� ➢ f 170 ��s� W 1 �/r c 7-0 lel'ol TYPE OF BUILDING RES. �9� p SEAS. VL. FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS :;15t _IX 30OM 2 '7 AZT— ® (Yp(" "Pas'ecD t ` cam' 11)0, C_' �- . �, o� _ � � a3�®� �-� ► - J'��IP.sr_rrh, � Ar4& � �er'u� �.�' io b. AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD �p� l�—� o o _ Tillable 1 BULKHEAD Tillable 2 DOCK Tillable 3 Woodland Swampland Brushland House Plot Tota MEMMMENOMMMOMM I /� 3 No MEN MEMEMEM MEMSEEMSEEMEMe f Bath EMEE MEMO EM SEEM WIN 0 MEMO EMEM MEM Floors Extension MEN IEMM MEN =MMNM INN SMOMMEM Extension M. Bldg. I /� 3 Foundation f Bath Extension X J Basement Floors Extension i 1� �_ , t't Ext. Walls Interior Finish Extension Fire Place Heat Porch, Roof Type Porch Rooms 1st Floor Breezeway Patio Rooms 2nd Floor Garage O. B. �` t�(� ® Driveway Dormer I>pRo l�o� j`4 CTO fq J g6, a d 3� \ $T PTE \ �- \O • a , ti $ 2S Al" 1 ° ock � G 5 d ° ° ISO SO. 862, a ^�`O ' UNAUTHORIZED ALTERATION OR ADDITION p ° TO THIS SURVEY IS A VIOLATION OF � SECTION 7209 OF THE NEW YORK STATE .0 EDUCATION LAW. � COPIES OF THIS SURVEY MAP NOT BEARING �1 THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF -RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. SURVEY OF PROPERTY SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-141-01-10 SCALE 1 "=20' JANUARY 13, 2014 AREA = 10,052 sq. ft. 0.231 ac. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. � OF Ney�,� �R67 1-4 N.Y.S. Lic. No. 50467 Nathan Taft Corwin III Land Surveyor Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 91116] ANC 18'-011 MAX. OC HEIGHT OF FIL R FABRIC DRAWN `S' 2/7/20 SCALE: 1/4" SHEET .7l 2X12 RIDG OG 12 GAG 2'X3' VENT LON ASPHALT ROOF OVER 2X10 DF#2 Q @16"C 15* FELTUNDERLAYMENT 1/2• SHEATHING O co , 16" OH , O VINYSIDING W/ \ _ -1 UNDERLAYMENT 1[2- SHEATHING 2X4 STUD WALL �' ` ` (1(."OC) , , ` WALL TO BE CONSTRUCTED ON 2XG ACQ SILL PLATE OVER O ` TERMITE SHIELD AND SILL SEAL 1 ' - — PITCH 1/E":12" TOWARDS OH DOOR NOTCH SLAB 2" AT DOORS i GARAGE FLOOR TO BE 6" THICK CONCRETE SLAB i • WALL 01 ♦ c/w FIBRE MESH REINFORCEMENT, 6 mil POLY - VAPOR BARRIER OVER COMPACTED GRANULAR FILL rn — - - — 1G"XY CONC. FTG. (2) A4 RELAR SECTION A -A SCALE: 1/4" = 1'-0" rfi n WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE IW9.1.4, N.V.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINMORNE PARIS MI.TTCFION FASTMNGlHFi)lM1f 1dl W000 $RIIICRRI.LL PANELS \WM STRUC111ML RANFLS NTiH A MMIMUM IfUIXNCSS.F )/IL' AIY MA%IMUM RAHEL YAN OF f f4Ei SHALL fE FEAMITIEI FOR NNUIO MOifCIION IN ONE- AN TWFSTMV IJIUK.S RFNEL AWL K F"Gl)E T1 NV11.IAf. MFNNGS VAT( ATTA�KM NARWIAK NIMM (REIFR 1• SCRION ILif I.A, IM.f.S ANO TAF1E 1fN l.A k N V.S. RFSIOEMIAL CONLTRUCfION ODDE). TNI$ IS NOTA ]Ul5TR11iIM! FM MSIGN�116'AIRE. ALL ORNIN6 NUR HAVE DESIGNfRES]UlE URGRADES WlfllE AMLfAMF. ALL PANELS MUST ff QR 1. 5� AN. REAW lf1 USE N ANY NEW YIIN"WIS AM NMS. SIIIIR�LS MUST E IMRRfI fM YIINT MfIWG R Y T. M/f1L NARM/ARE MAST KtlMRANY SNUIIRS FM IHLTAUATION 16"O H I�lr...w� (TYP) •�l � AN 11 II II II II 11 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE IW9.1.4, N.V.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINMORNE PARIS MI.TTCFION FASTMNGlHFi)lM1f 1dl W000 $RIIICRRI.LL PANELS \WM STRUC111ML RANFLS NTiH A MMIMUM IfUIXNCSS.F )/IL' AIY MA%IMUM RAHEL YAN OF f f4Ei SHALL fE FEAMITIEI FOR NNUIO MOifCIION IN ONE- AN TWFSTMV IJIUK.S RFNEL AWL K F"Gl)E T1 NV11.IAf. MFNNGS VAT( ATTA�KM NARWIAK NIMM (REIFR 1• SCRION ILif I.A, IM.f.S ANO TAF1E 1fN l.A k N V.S. RFSIOEMIAL CONLTRUCfION ODDE). TNI$ IS NOTA ]Ul5TR11iIM! FM MSIGN�116'AIRE. ALL ORNIN6 NUR HAVE DESIGNfRES]UlE URGRADES WlfllE AMLfAMF. ALL PANELS MUST ff QR 1. 5� AN. REAW lf1 USE N ANY NEW YIIN"WIS AM NMS. SIIIIR�LS MUST E IMRRfI fM YIINT MfIWG R Y T. M/f1L NARM/ARE MAST KtlMRANY SNUIIRS FM IHLTAUATION 16"O H I�lr...w� (TYP) •�l � I 11 II II II II 11 11 II 11 11 II II II II V li WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE IW9.1.4, N.V.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINMORNE PARIS MI.TTCFION FASTMNGlHFi)lM1f 1dl W000 $RIIICRRI.LL PANELS \WM STRUC111ML RANFLS NTiH A MMIMUM IfUIXNCSS.F )/IL' AIY MA%IMUM RAHEL YAN OF f f4Ei SHALL fE FEAMITIEI FOR NNUIO MOifCIION IN ONE- AN TWFSTMV IJIUK.S RFNEL AWL K F"Gl)E T1 NV11.IAf. MFNNGS VAT( ATTA�KM NARWIAK NIMM (REIFR 1• SCRION ILif I.A, IM.f.S ANO TAF1E 1fN l.A k N V.S. RFSIOEMIAL CONLTRUCfION ODDE). TNI$ IS NOTA ]Ul5TR11iIM! FM MSIGN�116'AIRE. ALL ORNIN6 NUR HAVE DESIGNfRES]UlE URGRADES WlfllE AMLfAMF. ALL PANELS MUST ff QR 1. 5� AN. REAW lf1 USE N ANY NEW YIIN"WIS AM NMS. SIIIIR�LS MUST E IMRRfI fM YIINT MfIWG R Y T. M/f1L NARM/ARE MAST KtlMRANY SNUIIRS FM IHLTAUATION ROOF PLAN- SCALE: 1/4" = 1'-0" D- 1). PROJECT NORTH APPLY 1/2" THICK FIR CDX SHEATHING OVER ROOF FRAME. 2). APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLYTOTHE DECK ALONG EAVES. 3). USE 1S*FELT UNDERLAYMENT WITH ASPHALT ROOFING. 4). ICE & WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS WITH ROOF AND SIDE WALLS (TYPICAL). 5). DO NOT INSTALL UNDERLAYMENTON WET/ DAMP PLYWOODN SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOTTO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY. COVER WITH HEAVY-DUTYTARP UNTIL ALL ROOFING IS COMPLETE. 6). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 -12 GAUGE WITH AT LEAST 3/8" DIA HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE. NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. mml WEST ELEVATION SCALE: 1/4" = 1'-0" NORTH ELEVATION SCALE: 1/4" = 1'-0" 271-(;" FLOOR PLAN SCALE: 1/4" = 1'-0" isE PROJECT NORTH 27'-611 O fV O fV 1). PLATE HEIGHT ATV -1/2 OVER CONCRETE WALL". 2). WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16" O.C.. 3). EXTERIOR SHEATHING TO BE 1R" THICK FIR CDX PLYWOOD. 4). PROVIDE 2 - 2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 5). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEERI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 6). ALL MULLS ARE TO BE PROVIDED WITH 2 - 2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. EAST ELEVATION- SCALE: 1/4" = 1'-0" PROVED S 410TED . L BUILDING F -PARTIAENT AT >. 8 MA TO PV FOR THE TING INSPEC IONS: IDATION - T. 0 REQUIRED POURED CC. (CRETE aH - FRAif�1i, & PLUMBING CATION I- - CONSTR' -TION tAUST '0MAPLETE F R C.O. )t;STRUC T IOI SHALL 1,AEET THE 3B4FN T S OF HE CODES OF NEW STAT'. NOT RESPONSIBLE FOR J OR CONS-r,SUCTION ERRORS. COk J/', 'ITH ,1LL CODES OF NEW YC: C S -I A I'L & TOWN CODE %S REQU; ;ED AN9 _ SOUTN?°_C SVlli�'JIr ^^'1PF NCY OR S I 1NLAWFUL OL T CERTIFICATE �C JPAN CY. ar I ST RM WATER RUNOFF IANT TO CHAPTER 236 TO JN CODE. TOWN Z ' TO .PLANNING BOAR SOUTH ELEVATION SCALE: 1/4" = 1'-0" 271-611 22'-101/211 - 31-311 - II I 11-41/211 L� o• v d � D d f o• � d � D d � � o" v d ► d o• v d � D,.d i____________________________________________________________________________1 J • t I � I 1 0 1 I I 1 1 1 � I 1 I 1 1 1 I I c I I I 1 1 i I I i . 1 I L 1 I I 1 1 1 � 1 I o I 1 I 1 1 1 � 1 I � I 1 0 I I 1 1 • I I 4 1 1 I I I I 1 1 . 1 I I I . 1 1 1 1 1 1 � I I o I 1 1 1 > 1 � 1 1 1 1 � 1 1 0 1 1 I I I 4 1 I I I L i 1 I 1 1 f I 1 I 1 I 1 • I 1 o I t I - I 1 � 1 I � 1 1 � 1 I I 1 1 1 � _______________________r � a a -r-----------------------------------------------------------------------------------. FOUNDATION PLAN- SCALE: 1/4" = 1'-0" DN E PROJECT NORTH S 271-6'1 O r- 1). E" THICK POURED CONCRETE FOUNDATION, 3000 psi. HEIGHT AT E" ABOVE GRADE. 2). FOUNDATION TO HAVE 16"X8" CONCRETE (2X4) KEYWAY FOOTING. FOOTINGS TO HAVE 2 - #4 CONTINUOUS RE -BAR. ALL FOOTINGS TO ON UNDISTURBED SOIL (MINIMUM 3000# CAPACITY). 3). FOUNDATION SLAB TO BE 6" THICK, 3000psi CONCRETE ON �n INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB MEETS IV(1 , D( WALLS. �� 4). PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED. SI ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AN I FIBERGLASS SILL GASKET. UD +sr« FQ do 5). PROVIDE 5/8" DIA ANCHOR BOLTS AT G-0" O.0 AND W/I 1'-O" O INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS ARE TO HA FSS(' MINIMUM 7" IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOL ARE -TE BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. DRAWN BY: JD 2/4/2014 SCALE: 1/4" = 1'-0" Ew SHEET NO: FA y�,p �SSr _ CY t " Lt_I ,. 4J s • 16"O H (TYP) If_____--- __--- __----------- ___________________--------------------- _---- ____-LI 11 II 11 II 11 II II II II 11 11 II 11 11 II II II II V 11 11 tl 11 11 O 11 I 1 12 �0 11 11 11 II 11 II LL II II II Q II II 11 0 11 11 II II II II II X N II 11 II II II II II II II II 2X12 DF#2 RIDGE II II II II 11 11 II 1I 11 11 II II 11 II II II 11 II II II II II II V II II Q - II II 11 11 � 11 II � II it II � II II 1 1 N 12 I I Ii I I 1 1 11 II � 0 II II 11 11 ry II II 11 II 11 11 II II II II 11 II II II II II II 11 11 II It ``-----^------------------------------------------.-------------------------------J� II ROOF PLAN- SCALE: 1/4" = 1'-0" D- 1). PROJECT NORTH APPLY 1/2" THICK FIR CDX SHEATHING OVER ROOF FRAME. 2). APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLYTOTHE DECK ALONG EAVES. 3). USE 1S*FELT UNDERLAYMENT WITH ASPHALT ROOFING. 4). ICE & WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS WITH ROOF AND SIDE WALLS (TYPICAL). 5). DO NOT INSTALL UNDERLAYMENTON WET/ DAMP PLYWOODN SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOTTO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY. COVER WITH HEAVY-DUTYTARP UNTIL ALL ROOFING IS COMPLETE. 6). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 -12 GAUGE WITH AT LEAST 3/8" DIA HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE. NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. mml WEST ELEVATION SCALE: 1/4" = 1'-0" NORTH ELEVATION SCALE: 1/4" = 1'-0" 271-(;" FLOOR PLAN SCALE: 1/4" = 1'-0" isE PROJECT NORTH 27'-611 O fV O fV 1). PLATE HEIGHT ATV -1/2 OVER CONCRETE WALL". 2). WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16" O.C.. 3). EXTERIOR SHEATHING TO BE 1R" THICK FIR CDX PLYWOOD. 4). PROVIDE 2 - 2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 5). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEERI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 6). ALL MULLS ARE TO BE PROVIDED WITH 2 - 2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. EAST ELEVATION- SCALE: 1/4" = 1'-0" PROVED S 410TED . L BUILDING F -PARTIAENT AT >. 8 MA TO PV FOR THE TING INSPEC IONS: IDATION - T. 0 REQUIRED POURED CC. (CRETE aH - FRAif�1i, & PLUMBING CATION I- - CONSTR' -TION tAUST '0MAPLETE F R C.O. )t;STRUC T IOI SHALL 1,AEET THE 3B4FN T S OF HE CODES OF NEW STAT'. NOT RESPONSIBLE FOR J OR CONS-r,SUCTION ERRORS. COk J/', 'ITH ,1LL CODES OF NEW YC: C S -I A I'L & TOWN CODE %S REQU; ;ED AN9 _ SOUTN?°_C SVlli�'JIr ^^'1PF NCY OR S I 1NLAWFUL OL T CERTIFICATE �C JPAN CY. ar I ST RM WATER RUNOFF IANT TO CHAPTER 236 TO JN CODE. TOWN Z ' TO .PLANNING BOAR SOUTH ELEVATION SCALE: 1/4" = 1'-0" 271-611 22'-101/211 - 31-311 - II I 11-41/211 L� o• v d � D d f o• � d � D d � � o" v d ► d o• v d � D,.d i____________________________________________________________________________1 J • t I � I 1 0 1 I I 1 1 1 � I 1 I 1 1 1 I I c I I I 1 1 i I I i . 1 I L 1 I I 1 1 1 � 1 I o I 1 I 1 1 1 � 1 I � I 1 0 I I 1 1 • I I 4 1 1 I I I I 1 1 . 1 I I I . 1 1 1 1 1 1 � I I o I 1 1 1 > 1 � 1 1 1 1 � 1 1 0 1 1 I I I 4 1 I I I L i 1 I 1 1 f I 1 I 1 I 1 • I 1 o I t I - I 1 � 1 I � 1 1 � 1 I I 1 1 1 � _______________________r � a a -r-----------------------------------------------------------------------------------. FOUNDATION PLAN- SCALE: 1/4" = 1'-0" DN E PROJECT NORTH S 271-6'1 O r- 1). E" THICK POURED CONCRETE FOUNDATION, 3000 psi. HEIGHT AT E" ABOVE GRADE. 2). FOUNDATION TO HAVE 16"X8" CONCRETE (2X4) KEYWAY FOOTING. FOOTINGS TO HAVE 2 - #4 CONTINUOUS RE -BAR. ALL FOOTINGS TO ON UNDISTURBED SOIL (MINIMUM 3000# CAPACITY). 3). FOUNDATION SLAB TO BE 6" THICK, 3000psi CONCRETE ON �n INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB MEETS IV(1 , D( WALLS. �� 4). PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED. SI ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AN I FIBERGLASS SILL GASKET. UD +sr« FQ do 5). PROVIDE 5/8" DIA ANCHOR BOLTS AT G-0" O.0 AND W/I 1'-O" O INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS ARE TO HA FSS(' MINIMUM 7" IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOL ARE -TE BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. DRAWN BY: JD 2/4/2014 SCALE: 1/4" = 1'-0" Ew SHEET NO: FA y�,p �SSr _ CY t " Lt_I ,. 4J s • WIND LOAD PATH CONNECTION AND CONSTRUCTIONDETAIL DRAWINGS USE THE FOLLOWING AFFROVED USS' METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION, FOLLOW 1" IANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KING STUDS • RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE 0 0 RIDGE ' LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION USP NUMBER DESCRIPTION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1 ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS RT10 10-314"x 18ga. TYDOWN ANCHOR CONNECT TO EACH RAFTER CONNECT TO 1 SIDE OF ALL CORNERS ON WOOD JOISTS HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS CONNECT TO PLATE/WALL THE FLOORS TO EACH OTHER W/ THREADED ROD. WALL STUD METAL STRAP RIM BOARD SILL PLATE(S) FOUNDATION BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF I LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6 -2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC THROUGH -ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR CRICKET AT TOP -SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED RAFTER WALL SHEATHING RAFTERS MAINTAIN VENTILATION WOOD JOIST .� SIDEWALL FLASHING \ BLOCKING BLOCKING TOP PLATE 2x4 LEDGER FINISH WALL AND MOISTURE STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA EE WINISH ND MINIMUM NET FREE VENTILATING AREA - - FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RT10 10-314"x 18ga. TYDOWN ANCHOR CONNECT TO EACH RAFTER ON ALL OPENINGS WOOD JOISTS WALL BOTTOM PLATE TO FOUNDATION INSTALL 4'0" O.C. 8"- 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS CONNECT TO PLATE/WALL ON ALL OPENINGS STUD PLATE ANCHOR 8" -12" RAFTER RT20 INSTALL 4'0" O.C. 14" -16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 6 MIIL. POLY DAMPPROOF EXTERIOR GRANULAR FILL �irrn nnnrr•i� ►.•r. c 111 1-1 ON ALL OPENINGS BETW N AlALL A WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER ROOFING TO AVOID SOAKING WOOD GIRDER THE SPACE VENTILATED. ALL OPENINGS NTIN. SCREENED VENT SHALL BE COVERED WITH CORROSION- ,LNTIN.�SOOFFIT /EXT. PLYWOOD PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH r\cF.r nvvr iivu 1`/n1LJ vv I - - - - - 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE S IDE WALL rLAISH IN GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC �J j� WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH ' FLASHING TO FORM CHANNEL AND SO AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARY ACTION DESCRIPTION LOCATION USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. urtN1N(a5 Ur %4 1N(H 1N U1MtN51UN. SOFFITED EAVE PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 1-1/4"x36" 18ga. STRAP 4" - 6" RAFTER RT10 10-314"x 18ga. TYDOWN ANCHOR CONNECT TO EACH RAFTER ON ALL OPENINGS WOOD JOISTS WALL BOTTOM PLATE TO FOUNDATION ROOF VENTILATION / OVER BEARING WALLS AND HEADERS MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS CONNECT TO PLATE/WALL ON ALL OPENINGS STUD PLATE ANCHOR 8" -12" RAFTER RT20 21-1/8"x 20ga. TYDOWN ANCHOR EACH RAFTER GASSKETNE OF ROOF TO ALLOW FOR SHRINKAGE. I REDUCE BUMP OUTS 6 MIIL. POLY DAMPPROOF EXTERIOR GRANULAR FILL �irrn nnnrr•i� ►.•r. c 111 1-1 BOLTED TO STEEL BEAM WITH EMIL POLY ON EXTERIOR STEEL COLUMN ,^ SOFFITED EAVE DETAIL i I 1/2 " DIA. BOLTS w 48" o.c. STAG. r\cF.r nvvr iivu 1`/n1LJ vv I - - - - - 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE S IDE WALL rLAISH IN GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC �J j� WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. 411- 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS RT15 TYDOWN ANCHOR CONNECT EACH RAFTER TO PLATE ON ALL OPENINGS WOOD JOISTS WALL BOTTOM PLATE TO FOUNDATION INSTALL 4'0" O.C. 8" -16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS PLATE/WALL ON ALL OPENINGS AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND p REINFORCING BAR DRAIN TILE TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"42" CONIC. FTG. WHERE NEEDED FOR STRUCTURAL BRACING. ANCHOR BOLT CONNECTION t- R VEN I CAPILLARY ACTION DBL. SILL PLATE LOCATION USP NUMBER DESCRIPTION APPLICATION 1 STORY PRE -MANUFACTURED KEEP SHEATHING MIN. 1-1/2" RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE OVER RIDGE TO ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. I f' SUBFLOOR RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RAFTER TO PLATE CRAWL SPACE OR FOUNDATION WOOD JOISTS WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB -ON -GRADE AIR PASSAGE CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD TYP. CONC. FOUNDATION C A GASSKETNE OF ROOF TO ALLOW FOR SHRINKAGE. I REDUCE BUMP OUTS 6 MIIL. POLY DAMPPROOF EXTERIOR GRANULAR FILL p REINFORCING BAR DRAIN TILE TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"42" CONIC. FTG. WHERE NEEDED FOR STRUCTURAL BRACING. ANCHOR BOLT CONNECTION FOUNDATION DBL. SILL PLATE O SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY TERMITE SHIELD CRAWL SPACE OR FOUNDATION I f' SUBFLOOR SILL PLATE TO FOUNDATION 2 STORIES SILL GASKET CRAWL SPACE OR FOUNDATION WOOD JOISTS WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB -ON -GRADE \ r ^��` TYP. CONC. FOUNDATION C A GASSKETNE i 2x6 /2x8 CONTINUOUS WOOD PLATE 6 MIIL. POLY DAMPPROOF EXTERIOR GRANULAR FILL �i� BOLTED TO STEEL BEAM WITH EMIL POLY ON EXTERIOR STEEL COLUMN ,^ `� i I 1/2 " DIA. BOLTS w 48" o.c. STAG. ^ `. 4 4 o 'o ° ROOF JACK` I V CONC. SLAB ^ `p -/ c' ii ii STEEL BEAM D ell° A COMPACT FILL ao O \/ \ `^ `�� db 4" x 1/4" x 8" STEEL p -� ` ROOFING LAPS �� TOP AND BOTTOM PLATE V �'n n KEYWAY FOOTING n 4 Q p G CONIC. FTG. FLASHING AT �\ WITH 1/2" x 6" ANCHOR BOLT ° \ p _ USE WITH 3x3 SQUARE WASHERS ANCHOR BOLT CONNECTION SIDES AND TOP 1/2 GROUT _ •o � o_, a (USP LSPS58 OR BP583) p REINFORCING BAR DRAIN TILE TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"42" CONIC. FTG. WHERE NEEDED FOR STRUCTURAL BRACING. ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" OC CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION 2 STORIES 36" OC CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB -ON -GRADE I I 3" STEEL COLUMN FLASHING LAPS i I ( 10 KIPS ROOFING AT BOTTOM TYPICAL SEAM DETAIL STEEL / 50TTOM SEARING ROOF JACKS 4 VENTS DETAIL II r— SUBFLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE_ 11.1 COMPACT FILL DOOR I I USE 2X8 G JOIST FOR BLOCKOUT STEEL BEAM 4" SLAB /ACE W/ 6X6 WMM SLOPE 4 DRYEWAY—� NOTCH JOIST AND ADJUST HEIGHT P.T. PLATE 1/2" AIR \�`. < � � • �� " \ p e ,L ,..I 1/2" •� (WITH A NAILING PLATE IF NEEDED) ` AT END AND - ,p n . A . , TO BE APROX. 1/2" OR HIGHER THAN - `� - -"- - `� - -"- - •C= p IDES OF WOOD , p GRADE '"- _ _ �' BEAMS e p e — ,c �•- a �. o : , : ;. STEEL BEAM TO ALLOW FOR SHRINKAGE (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12 - 6X6 W.W.M. o 'c, P P _ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM p , e '--SUBFLOOR OF N MIN. d '° ° �'n Q p p 4 I n p "Y •/ 4 •" REINFORCING BAR - D a REINFORCING BAR o NOTCH EQUALS 1/4 DEPTH OF BEAM ° �•,D GIST �P4S DE ,� 0 DRAIN TILE •I� e SHEET METAL / 30 FELT UNDER BEAM AT POINT a t�'n �. �. ° — *}!� ,r 12" STEEL BEAM OF CONTACT WITH CONCRETE OR CONIC. BLOCK I. I " y a'. _ ff W TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM PLATE (BOLT REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAMGARAGE DOOR SLOCKOUT 0D�DS ,i , SEAM POCKET a w c� z 0 a w O P34 z O I4 O W r-1 DRAWN BY: JD 2/4/2014 SCALE: 1/4" = V-0" SHEET NO: GENERAL NOTES WIND FRAMING NOTES 1). RIDGE -TO -RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 1). The information within this set of construction documents is related to basic design 2). RAFTER -TO -WALL ASSEMBLY: 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 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 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 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 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: 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 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 accordance with table 3.3. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 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 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab -on -grade, 15 inches in masonry block foundations, or lapped under 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 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 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, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: 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 attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 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 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 in table 3.15a -b. 8). Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a -b times the appropriate 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2). All footings to rest on undisturbed (virgin) soul. (MIN. SOIL STRENGTH AT 2000psi) interior shearwalls are used. Sheathing and connections shall be in accordance with 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table be installed with #4 re -bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. 5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x16 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: 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 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter -to -ridge 6). Crawl spaces to be provided with a minimum 18"x24" access opening. install one along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coating as per DECK AND COVERED PORCH NOTES: 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. the below grade portion of exterior walls prior to� backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. 8). Drainage as per town and N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 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. Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 2). Unless otherwise noted, all framing and structural wood material to be #2 +BTR. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. 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. otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. Bearing wall headers to have (2) jack studs andl (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 openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. anchors where applicable to all connecting joists. PLUMBING NOTES 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. on plans. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. needed. HVAC SYSTEM NOTES 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4 -ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor 2). HVAC subcontractor is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed equipment supplier. over subfloor as per manufacture's instructions. 11). All bathroom walls to have 1/2" thick moisture -resistant sheetrock. Garage walls and 3). HVAC subcontractor to provide final system layout drawing and submit it to the General ceilings and over furnace to have 5/8" thick type -x sheetrock. All other parts of building Contractor and owner for final review and approval. to have regular 1/2" sheetrock. All walls to be taped and finished. ELECTRICAL NOTES: 12). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. 13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. F.111 ,,._ JOINT DESCRIPTION QTY NAIL NOTES NOTES QTY. SPACING SPACING RAFTER TO 8' WALL: 3-8d COMMON EACH PER TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE -NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH JOINTS TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE -NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM -SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER FLOOR JOIST, BAND JOIST, END NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER FLOOR END NAIL WALL FRAMING: JOINT DESCRIPTION Qom. NAIL NOTES QTY. SPACING SPACING JOIST TO: TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE JOIST FOOT SEE NOTE: 1 TOP PLATES AT 4 -16d COMMON JOINTS FACE INTERSECTIONS END EA. SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD END O.C. NAIL HEADER TO 16d COMMON 16" O.C. FACE HEADER BLOCK ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER TOE TO BEAM FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL END JOIST OR BLOCKING PER FOOT SEE NOTE: 1,2 FLOOR JOIST FRAMING: BAND JOIST TO: 2 -16d COMMON JOINT DESCRIPTION NAIL NAIL NOTES QTY. QTY. SPACING 8d JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER 6d COMMON JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST WALLBOARD END NAIL BLOCKING 2 -8d COMMON EACH TOE TO JOIST ATTICS w/o STORAGE END NAIL BLOCKING TO: 3 -16d COMMON EACH TOE SILL OR TOP PLATE 11 BLOCK NAIL LEDGER STRIP 3 -16d COMMON EACH FACE TO BEAM 200 JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM SEE CONSTRUCTION ANDWIND PATH CONNECTION JOIST NAIL BAND JOIST 3 -16d COMMON PER END TO JOIST NAILING SCHEDULE JOIST NAIL BAND JOIST TO: 2 -16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 1240I01MMWMMIWill 0:Il1[!W JOINT DESCRIPTION QN NAIL BUILDING USE QTY. SPACING STRUCTURAL PANEL 8d AS PER TABLE 3.8 WALLBOARD SNOW WFCM - SBC CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING GYPSUM 5d COOLERS 711 O.C. EDGE WALLBOARD SNOW 10„ O.C. FIELD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS SNOW WFCM-SBC 7/16" OSB 6d COMMON 3" O.C. EDGE PLYWOOD DECAY 6 O.C. FIELD GYPSUM 5d COOLERS 7"O.C. EDGE WALLBOARD CATEGORY 10�� O.C. FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING STRUCTURAL PANELS 8d COMMON 6" O.C. EDGE 1" OR LESS SNOW 12„O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing is nailed 3" on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced tot - 16d nail per foot. ALAN CONTENTS: OCCUPANCY CLASSIFICATION WIND SEISMIC BUILDING USE FROST AT PANEL EDGES BUILDING HEIGHT WINTER ICESHIELD TOTAL SQ. FT, OF CONSTRUCTION SNOW SPEED DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND LINE CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL DECAY DESIGN UNDERLAYMENT FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES CATEGORY EXT. BALCONIES 60 DECKS 40 REQUIRED ATTICS w/o STORAGE 10 DESIGN LOAD CALCULATIONS (LIVE LOADS PSF) ATTICS w/ STORAGE ROOF (GROUND SNOWLOAD) 20 20 3 FT. ROOMS (OTHER THAN SLEEPING) 40 11 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 MODERATE EXPOSURE CATAGORY LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION (SMOKE 4 CO2 DETECTORS) ® SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK CLIMATIC & GEOGRAPHIC DFSIGN C;RITFRIA GROUND WIND SEISMIC NOTES FROST AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WINTER ICESHIELD 8d COMMON @ 6" O.C. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY SEE NOTES: 1,3 DEPTH TEMP. REQUIRED HAZARDS 20 LBS. 110 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS.- SHEATHING OADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 41 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z -MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. FIREBLOCKING REQUIRED Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. UJ U d Q V a a w z O a w O W Z 0 In i O Z U 211 PPM �I DRAWN BY: 3D 2/4/2014 SCALE: 1/4" = V-0" SHEET NO: