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HomeMy WebLinkAbout30623-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31475 Date: 03/08/06 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 650 BAY AVE MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 143 Block 3 Lot 12 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 1, 2004 pursuant to which Building Permit No. 30623-Z dated SEPTEMBER 9, 2004 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 GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to DALE MOYER & STACEY L. WAGNER-MOYER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2089589 02/24/06 PLUMBERS CERTIFICATION DATED N/A Authofized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL, 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY „ikR 7 This application must be filled in by typewriter or ink and submitted to the Building Department with the following: i 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$25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, 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. V (p ��4 New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: ,� G �h�t House No. (may Street Hamlet Owner or Owners of Property: ( ?(,Gyey /L l ��?!If j� !�/�I r Suffolk County Tax Map No 1000, Section BlockLot J� Subdivision Filed Map. Lot: Permit No. Date of Permit. / Q Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: L' Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature �gse '7 ccs -?-- 3 f� 75 O rJ�rJ orJ�rJ�rJ�cPcP cPcPrJ�r�rJcfcPrPcPcfrJrJr P rJrJcPrJ�r�rJrJ�r�cPrlr�cPcPr�rJ�r�r1rJcP r�cPcPcPrJ�cPr�rJrJ�rlrJrJ�rJ�rJ�rJ�rJ�rJ�rJ@PrJ�rJ� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 55 CERTIFIES THAT 5 5 Upon the application of upon premises owned by C7 5 JOHN LUDEMANN DALE MOYER 5 P.O. BOX 621 650 BAY AVENUE 5 5 NEW SUFFOLK, NY 11956 MATTITUCK, NY 11952 5 5 5 5 Located at 650 BAY AVENUE MATTITUCK, NY 11952 rj Application Number: 2089589 Certificate Number: 2089589 5 5 Section: Block: Lot: Building Permit: BDC: ns11 5 CDescribed as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of LCU] electrical devices and wiring, described below, located in/on the premises at: L� Detached Garage, Dej 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 24th Day of February,2006. 5 Name 2 Rate Rating Circuit Type c Wiring and Devices Outlet 3 0 Fixture 5 Fixture 3 0 Incandescent 5 S5 Outlet 7 0 General Purpose 5 Receptacle 2 0 General Purpose 5 Switch 4 0 General Purpose 55 Receptacle 3 0 GFCI 5 5 5 5 5 S 5 L7 seal 7C 5 55 5 I of 1 [L7 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ' S 5 5 M �L ���s�ss���c PLrL3L3rL3 rffffl-PL3rL3r 11 3���� ncicPrJ�rJ�c r�rJ�r�cnrJ�r�rJ�I v FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30623 Z Date SEPTEMBER 9, 2004 Permission is hereby granted to: DALE MOYER 650 BAY AVE MATTITUCK,NY 11952 for CONSTRUCTION OF AN ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR at premises located at 650 BAY AVE MATT/LAUREL County Tax Map No. 473889 Section 143 Block 0003 Lot No. 012 pursuant to application dated SEPTEMBER 1, 2004 and approved by the Building Inspector to expire on MARCH 9, 2006 . Fee $ 75 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 File Edit Vieva Toolbar Window Help 14 i 3 17 473689 Southold Active RISA School: fdattituck Schnnl Moyer. Dale D RollYeac I7lllJfi Next Yr 1 Family ties Land AV: 000 650 Bay Ave Land Size:0.50 acres TolalAV: 5.100 Parrel143.312 Owner , Tax Bill Mailing Address 3roPartvA.dr'.ress � Bank -1 A.sessm-nt — ----" - --- - --- - -- ---- _] Exempt[s] 2 Owners: Too en click the a ro nate row �41Ri ht Click to Add In- Spec Dist( (Stacey L Wagner-Mayer Owner Typei Additional Desig Stalus (_] Description f� Owner(sj [] Images,, .. ._.. - - .:.:..: bis ;Last Name I Company: First Name: MI: Jr.,Sr.,etc: Site(1j-Res Imoyeir .Dalep Attention To_/In Care Of: Additional Address: (Street No: Prefix Orr: Street 1 Rural Route. St Suffix. Post Dir UnitName Unit No Bay - - -" (Ave D- I F ��- Po Box No: City/Town: Slate:_ Zip Code:__ (Mattituck CNY .I x1952-� Country enter if not"USA" Bar Cd Ownership:e.g.Life Use Owner Type. ' P = Primary i ,t _ . ".m.. m..... PPrintsthes. creen . .. .....------ .._ .._._---------- __.. .. .. r - A Of SOUTyO6 couxn, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ) 1 SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: i DATE �' INSPECTOR �o�apF SOUTyo� �ycou�nv� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: U DATE 3 �6.� INSPECTOR 30 X,37 765-1802 BUILDING DEPT. INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING 1 SrorrIAt&[ ] FINAL /[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ud` ' DATE / 3 INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS _ W rom 8co -- S FOUNDATION(1ST) y W� -------------------------------------- FOUNDATION(2ND) 1_m -o c� o e 6` fl- Q). ;Hu ROUGH FRAMING& � H PLUMBING _ 6 -23- 05 m r INSULATION PER N.Y. 3 STATE ENERGY CODE FINAL ADDITIONAL COMMENTS JNA O Cznr � J �a O � O w X x r d ro H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEP `RTMENT Do you have or need the following,before applying? TOWN HALL t Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 3p6,�-3-�- Check Septic Form N.Y.S.D.E.C. Trustees Examined,200 Contact: Approved, 20a,_� Mail to: Disapproved a/c Phone: Expiration 200b 'Building Inspector SEP it PLICATION FOR BUILDING PERMIT Date 20j�26-1 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 pemrit 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. (Signature of applicant or nanVif a corporation) 150 Ale lyla J&ek: /l/ (Mailing address of applicant) 11y51;2- State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises pule D //X�onthc �� 7���/ �/(�✓J�Y 14110yy roll or 1 test 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 posed ork will be done: y ✓ Al/e lga /05t House Number Stree Hamlet County Tax Map No. 1000 Section Block t//' Lot 61/2-1 Subdivision_ Filed Map No. Lot (Name) 2. State existing use and occupancy of premises an`d,intended use and occupancy of proposed construction: a. Existing use and occupancy �she� b. Intended use and occupancy 6(?Ila 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition I/ Other Work _ 4. Estimated Cost j� �� Fee (Description) _ (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 / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. // 7. Dimensions of existing structures, if any: Front y'� Rear /� L Depth -74 Height Number of Stories / i Dimensions of sa a structure with alterations or additions: Front 77— Rear Depth Height Number/of Stories 8. Dimensions of entire new construction: Front A� Rear Depth Height /5 Number of Stories / 9. Size of lot: Front �� Rear �- Depth 10. Date of Purchase '�� J Name of Former OwnerI�CZ la C'/U5( X- / 7 e 11. Zone or use district in which premises are situated 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 premisesN &- Address�50 � Phone No. c `' '5 1 Name of Architect Address U one No Name of Contractor Address Phone No. 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 * 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. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual si/gfnin contract) above named, (S)He is the �p01�6iw et-Aoe0- (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 day of 20_11 / Not Public Signature of Applicant MARIE A.W0005 Notary Public,State of Now York No.01W0503"M 0UAW In SUM County ,5,20 NIy Comte�m N 22' 14'500 W X3.65 Ln J O W J N O J co tD N BASED ON SURVEY DRAWN BY: YOUNG AND YOUNG LICENSED LAND SURVEYORS DATED 08/1983 SCALE: 1" = 30' I { O O IW q i O W � � W O x:16.00' r*i OdOO' / W O 0 GAR00 N001000' 1 J 0 cn 0 11.7' 6.6' N N 15.00' (Jt N 00 O 0) ER STY, O � N 0 35.3' N -- 20.5' 1 26.6 GO � - ------------ 0 �f S 18' 56'40" 75.2' BAY AVE. T , Job TN6S .-• TNSPry- e -.- 1� p Y � PERY.21eSN 27leSH 1R1 ICOMIAON It I t ' 5.200 c Tan j3oh Rckrerxa��opp�tr+lel)' -F'.0 J COMfR1NENT5 RU..CHESTER, N.Y-3EAN H.-. -- 162084 M7, ek Tnfiu:tneeY wedTiu9 2507�7222004Feq:1 -1-0.0 4-2-7 1 0-0 .. .4-2 7 3.9.9 f 3.9-9 �- 4-2-7 1 scar.=c ao tl 4x4- 1.3 Y aN- ♦- _ a'o-Q I .. 16-0.0 a-o-o a o-o IOADING(pyf) SPACING 20-0 CSI DEFL In (kx;) Vdefl Ud PLATES GRIP I CLL 31.2 Plates lrcroase 1.15 TO 0.35 Vert(LL) •0.19 2-B 1999 240 M1120 1971144 TCDL 7.0 Lomner Increase 1.15 BC 0.60 Ved1TL) -0A8 2-8 1999 180 SCLL 0.0 Rep Sheri Im YES WB 027 HW(TL) 0.02 0 rVa Wd BCOL 100 Code 10C2000fANSIPS (Simplified) Weight68 lb LUMBER BRACING TOP CHORD 2 X 4 SYP 10.2 TOP CHORD SherAhad or$.11-5 m pudlns i BOT CHORD 2 X 4 SYP N0.2 BOT CI'IORD Rigid ceiling directly applied pr 9-5-3 x bracing. WEBS 2 X 3 SPF Stu REACTIONS (Ih�si.e) 2=8441038,0=8441-3-8 Mx Ham 2-3050ond be.6) Max Up7 -45 0t2= 4fload rase t).6:-t54(load uric 8) MAX Orav2=1015(load case 2).6=1015(lucid case:1) FORCES Qhl-Marintum ComVessi0NMaximum Tens"i TOP CHORD 1.2=0138,2-3-.9891443.3A--6641395.4-5=41&VJU5.5-b--9A9r443,6-7-WAA BOT CHORD Y$-d13r800,8-8--279/808 WEBS 3-8x-386J33d,4-8=-2151436.5-0=•JBti13.3Ei NOTES (7.8t 1)%Mnd.ASCE 7 O8: 120minn-h-25R TCDL-4.2psf BCDL-5,0pal,Catery U:Pxp C enocsea.tv1WFRS ndhle er d zine;ramap e� ' Iea and right exp]aed;end volucal len and rghl exposed',Lurnher DOgo=1.33{late grip DOL-1 33, 71 TOLL:ASCE 7.98'.Pg=45.0 prf f9round sirow):Category 11:Exp C:Fully Exp.:0=1 1 31 Unbalanced snow loads have bean ronsidered for lhls design. 4)This trusx has been desjgrr for 2 00 times Ilat red load of 31 2 ps'l on overhangs non-concuireitt wah other live bads. 5)Thm tmss has been designed IV a 10.0 psf bulwin chard bre load noocnrru rent wllh any other hvp loads per Tat4P lRn7.1 u1 IBC-00 5i Pmvids nxavran:cal Connectiun(by others)u(trees to hearing plate capable cf withstanding 4541b uplift at joint 2 and 454 It,uu:R at emt 0. 7)THIO CONE tHMS SPECIFICATIONS ARE ACCIIRATE AS SIIOVJN- PLEASE VERIFY AL1 INFORNIAl ION. 81 ACCLPTED BY _ nATE:_ LOAD CASEIS) Slnndarc SLiiI tit: I'LIJ kUO 014L111S. Lii1,. uF_, -. , . s ,,.,,� • � iTUT- _-.. TR7. .-`_ rust Type y !0y-Ply --T9ENNYPl:19SH 27163H TRIG Of414014 I2 1 f i6 Reference(ocApwl) P.UJ.CCAaPOt1ENT31NCZ31ESTE1rfTY.,SE?NR: "--' '-- - 5 sJentfi'ZIWi-MTefln'�iz6Sp.lilc- d Ayg 25'III"sT:a 20t4'vequl 1-1-o-0 .. S-o-0 - .. .�__ _ t9-� _. .t•P01 '1 1-00 &0.0 8-0-0 1-&0 Scale=1:zB.1� nx4- 6 I `\ i \ \ 3 1 9 - /i l� A- _ �sao i 1640 r Plate.ONsel3�7(. a,o-at�z, ir,:a-z-s.Drzr1B:B,2 s:o�i2(,71GaG-roU-'zy[tz B_rFa4lzy [�3_o:T.8,tx41zl:Crdgl,0.rw-Tl - LOADINGiPsf SPACIIIO 241-0 �- CSI PEFIL m (Ice) Well Vd PLATES CRN TCLL 31 l Plates Increase 1.15 TC 0.15 Ved(LL99) We - n/a 9M1120 1971144 TCDL 7.0 - Lurnbm Increase 1.16 SC 0.08 VerWrL) 0.01 11 >999 180 SCLL 00 Rep Sires lncr YES WB 0,13 Horz(TL) 0.01 10 Na Ma BCDL 10.0. Coda IBC2W07ANS195 (Matdxl- - WsIQW,73 In - LUMBER LL ttt gpACINO TOP CHORD 2 X 4 SYP 46.2 TOP CHORD Shoathed or 5-0-0 oc psrlinc. BOT CHORD 2 X 4 SVP No.2 BOT CHORD Rigid ceiling dirarilly applied oe 10.0-0 be bracing. ; OTHFRS 2 X 3 SPF 5tud REACTIONS (Italsizel 2=200!16-00, 10=200116-0-0, 15=151Nt0L-0,i8=191116-0-0, 17=195110-&0.18=1871161-0-0, 14=191!160-0,13-195716-D-0,12-18711&0-0 Mak Hour 2-305(bod case 6) Mm UpliN2=-n0(toad can 5),10=•93!1,611 wse 8).167-I68(load case 71. 17=•189(loed rasa 7).18=-152(load case 1).14=•160(10611 Case 8). 13=-191(load case 8),12z-150(linad Case 8) Max Grav2=284SWd case 2).10=284(load case 3),15'150(load ease t). 18=284(1o•'ad case 2),11=278(bad Casn 2), 18=265(load case 2). 14=284(bad Cate 31, 13=278(load reran 3), 12=26511oad f 0 3) FORCES (Ib)-Maximum Cumpre5siorJAlaxinwm Tension TOP CHORD 1-2=0173,2-3=$4&183,3,4--t1,VI86.4-5--700!183,5-e=-1051237,&7=•105/216,7-8=-1001112,11-9=-100768. 9.10=-14784.10.11=0173 BOT CHORD 2-18=-4411233,11-18=+191233.16-17=AgM3,IS-113-AW239. 14-15=-40233, 13.14=-491233.12-13=.441233, 10 12--49233 WEBS 6,l5-,-l28/6.5-16=-24&187,4 17=-23712(16,3.1R=-229,'187.7-14=-2461181.613=•23rrA7,9-12=-?29P1S5 NOTES (11-12) 1)Wird:ASCE 7-98; 120mph:h=25X;1'COL-4.2psr:SCDL=5.0ps1;Catecggory 11:Fxp C;enc)osed;MWFRS ga01e end zona;canil"ei left and right exprised;end vertical Ieft and right exposed;Lumber DOl.-1.33 plate art DOL=1.33. 2) Truss de9!'gnM Im wind lands in the plane of the truss nnly. For studs exposed 10 wired Inurmal to the face),see MiTek'S4lndrard Gabiu End Distant' 3)TOLL ASCE 7.98:PQ=45.0 Pet(ground snnw):Category 11;EV O;Fully Exp.,CI-.I.; 4)Urob61anu;0 snow meds have been wmArnsid lur lni5 design. 5)This truss has been designed for 2.00 times flat roof load(A 31.2 psi on nvtrhangt rqn uXl Urrenl with othet live loads. 6)This truss Das been duSlgrled for a 10.0 psf holtum chord live bad nonrnnruuncol win any alt*-r live loads per Table 1607.1 of BC-00. I I A8 plates are 11r3 M1120 unless otherwise Indlcsind. 81 Gable requires Conbmmuz boltorn chord boering. L47 Gable slvls spaced at 2-0-0 vc, 11j)provide mechaniUg eonnecnon thy nlhels)of truss to boaring plate copble el witbstandBly 110 In upldl al joint 2.93 10 uplift at julnt 10. 160 11,up''41 at jovd 16. 189 th uplift 01 mint 17. 152 1h upuff at joint 18. 16011,uplift at joint 14, 191 IL Uplift At joint 13 and 150 11.1 uphill at INni 12. 11) IHI6 CONFIRMS SpFCIFICA(IONS ARE ACC3IRATE AS 5H0WN"1=-PLEASE VERIFY ALL INFORMAI ION. I Z)ACCEPTED BY. DAIL LOAD CASE(S) Stardl vo Y� r/ 1 } y - r d y • a - -- cr 8 -D = w Will FIT o o Q S 12 F r PH:I g li: U nr n;T IFFI ; M0' m I " J-F CTP l PC 'HF�THURi CC Z Q Z If 11 in c I , AP _ .TF IF vlTHI ruLUI.E W L t l Q > X THIN = vN' mmEPln 14d 1T d 1111THwc d _ ttl m IN +FP F nr nr nlr "u + _ vfFP 'R r' LU U t IwFUII u E uF, FHrFTI T ,I I w,mr �� -- i'� � ULl } 5 DO A �) 'd au „-,FFr Ill `�I `J- {J I_. _ A ) I __ :'IM 11 FT f'I ATF (�', N QLo ITIOTF FurlIE _ �- co C In� II LU G — — � FLIIIIL,,,IOId l PIlfISF T" P PCI 51(IEI N .NUI J]I I IP P PUIH Il CROSS SEC TION w' ,II RAP AIT l J9{IC FI iI iIII�4T JII IT A, CE 0 ---------- _ Ph+mlul t'1 F N'IPm ARM r, TFLnw ',Y m IrnOF_r.� Hull., uuleuwl.r uu U m I... r a - '�� ��� •I �7RAwHlr uOuc Ir HFADFF _„ ' -- , - Io” ALTER ROOF o �- — 6•-o'• - -- PI' 'ECF UPPRI!,VIE''I I [II, II N T OT LOA1PIIT ENTS, III, d— " FOUNDATION PLAN - - I i � °RIP,�� 1ST. FLOOR FLAN WIND-BORNE DEBRIS PROTECTION F01�_WOOD STRUCTURAL PANEL FOR WALL OPLIJAC F'ROTEr:TION Ohl-O MPH 5—SECOND WIND GUSIS ( MAXIMUM MEATI POUF HEIGHT 351f1 s- 1'+ I.All11 Illeeelll ANSI FT SII I IFAI WINDOW CASINO DEfAII II T.S. Fn Fr SHUTTER_ ASSEMBLY W NT WINDOW / DOOR SCHEDULE EXPOSURE CA17AGORV: 3 � FOI; PANEL SPAN. - OC Uf NC ("FR 'f4f.AN ROOF HEIGHT: 11'-10-3/4" u 0 C "0 WIDE SPAN ` ?3/," APA IPANI—R,A,TED 4a/2A S iEA IIHINO GRADE PLYWOOD STORM WATER RUNOFF USE IS UNLAWFUL (OVERPAP AROUND OPENINGS 4"1 , ;I ! NITTO SECTION 45-100 � I owNcooE. WITHOUT CERTIFICATE ) .AITAC LY / - ��'` ' OF 0 n#10 (w ' STRUCTURAL PANEL. ' SIN LE '; `IE -IG OCCUPANCY 41 O (/IC A WASHERS) GALVIIVIZEG O4 SINGLE"'; `IEEL I'%, Moon ..CREW cl Is° o.c. STORAGE / GARAGE / 1\IIS�; r:�l - ,ALTERNATIVE FASTNER POR SHUIHH TO Fl UkIHIR1 MANUFACTURE ""'COGUENITNINER DE9CRIPTTON Au uNIYAREA MIN nP rnlnl OP S F t?Tv CONE 1 MIN S UNIT lir NAT£. y10 TEE NUTS a IACHEu TO DI -)G u✓/ #10 ( WF WASHEOS) A MACHINE BOLT ID 12" 00 nrvoe ENCT 11,12 DeL uuNG 9s T 3o y, so NU4UST WS, TRESS ERUST -1 EFTDITFFoor COMINIANI ALTERNATIVE FOR OPENING PROTECTION THERMAIRu 5262 3IRXOR ENT RV DR LTJ I all /•s - TABIF IbOJ 1.4 ' NIND ORNE DEERIS PROTECTION FASTEPIIIIG - - -- -- - - - --- — - -- -- - - - - SCHEDULE FOIL WOOD STRUC TURAL PANE6 GAPED TTL$ 12'XR'0li DR. 9fio I 30 JR MusD UhE DESIGN-PRESSURE UPGRADE 1110 CTE COOL COMPLIANT -- - — _ -- -- - APPROVEDA NOTED--- — rA'.I NI I: 'AC ITL (TNI HIS FASTNER PANEL SCAM eFEET<PANEL SFGGT<PANEL IG+EET=PANEL TYPG ,2 FEET SPAN<q PEET SRAN<5 FEET I SPAN<B FEET DATE: ` B.P. 0 E�--3 c z-uz^rIs 15 s 12 9 #LL CONSTRUCTION SHALL FEE; 75. BY. W➢00 SCREWS _ z-uz nc rz MEET THE REQUIREMENTS OF THE NOTIFY BUILDING DEPARTMENT AT qq Te IG rs � W O➢➢SCREW 5 ._ _ ODES OF NEW YORK STATE. -1002 8 AM TO 4 PM FOR THE WOOD 9lRUCTLIII PANELS WITH A MINIMUM THIC I!h!ESS OF 7/16•' AND MAXIMUM FOLLOWING INSPECTIONS: IL PALATI SPAN OF 8 FLE F SHALL BE PFRMITFED FOIE Uf'LNING PROTECllu41 IN 1. FOUNDATION - TWO REQUIRED ONE- AND TWO STORY HUILDINGS PANELS SHALT BE PP.ECUF TO COVET GLAZED ,Q / /� .��/� _f" ._ FOR POURED CONCRETE OLPHILIGS iii ATTACHMENT HARDWARE PROVIDED. 2. ROUGH • FRAMING 8 PLUMBING JNFf� �/I/C�/I- L�+'�a/I'r'°"` (REFER TO SECTION 16D9 14, ING9.6.5 AND TAEII F 1609 141 3. INSULATION W CERTIFICATION OF 4. FINAL - CONSTRUCTION MUST 0 NAILING & COR BE COMPLETE FOR C.O. a '�I EOUIRED. REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN ORa�W fflRIrIGNIt= hEUUIHED 0 a x J 1!1 q N iY � Q Z W - d 2 r 1 D vJ' O O - -- - LIJ w d z [if wuJz I, I�i I � 111 I III VIII II I I I 11��, ,1vI �� aw } -D LU-!_ Q r Q -I -_u_ LU o X11 1 1 Ll � -C I' L I___ VIII' �� ul CIL _I 7_ ____ ! -I I I I IIII J1 � _ II I I III rrI ill III L m _IM I I �Ci 1' 11 11 J III 1 1 111 III I III I-LT 1—L I f 1 I I o OF -11 L- �_ J � I� TI � LJ_I � ,III I , I I I I LL L17 I I I I I I I FRONT ELEFT -ELEVATION l_:EVATION o F � N F a � e � M Q Y W O 2z :.A. w m w � f] N Z vanM W — - I�- LL 71 �_1 I LLl � 11_ I LI II LII I I I I LI - - t IU 1 1 1 1 1I1 _ I I I I I I I I I I I I I 17-T I I V I I I I I I I I I I I I 1 II__ I - I I I I I I I _ L L 7 1 I ��f F;� ; 1% �FT�I;l', I I _ _I I I L I I I I I - C-f�� I �`I- I C �_ �� I I I I I I I 11 O L_- 1 l - ? IJ L_� 1 1 - 1 _ _ 1 I_I_ _I II _I_- 11II __ I I L_I_ I -i _Il li _1- 11I - I I T- T 1 -I 1 1 1 J � I 1 �- LL 77� REAR REAR ELEVATION RIGHT [T=;:LEVAT] ON LL W a n_ O GIG WIND LOAD PATH CONNECTION AIV® CONSTRUCTION DETAIL DRAWINGS EC U5E THE FOLLOWING APPROVED U5P METAL CONNECTORS FOR PROPER WIND RESISTANT 3 600D CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MA:EIMUM UPLIFT LOAD CAPACITY. N u o tsi FT ti V 1eNG sruos .T I it IB - z US i ON w (} - ENOWALLIIAITER- WA BOTTOM FADERLI STUD 111 a a I:RIPPLr 6TU0 LODGEPI AIE�[ O IT RIDGE LEDGER 7 -.� BAD UK iluB SIDEWALL A�;°��� _ ACKSTUDS 1FRODS GOP NUMBER DFSGRIPTION MPLIu^AVON I Y� \ IST ID%6 IIULDDUWN W Lu CONNCCiln I510B OF A�LCONNFRS ANCHOr3 TO FOUNDATION IAl ANCHOR BOI TS ` ,I% \ "�,� HOLO GOWN Bp rGO H BOT FECT OLATE OF NO FLOOR ANO TOP 10CATIOIV USP NUMBEP ULBCRIPIIOIJ APPtICAIION LCICaIIOIV CAP IJMrIBEIi O_BCfiIP LION - SEP ICATIUPI RAPIER 52C UBP NUMBER D65CRIPTIOIV API KATION _ LlArll/SPA TUB PPCR HAVE EACH NOIALI RUNNIOIVLGJPARAl LE1rJCMG GOR AOCEO SUPPORT Q Z 2ND TDXv ANCHOR PI FlTEB OF IST FLOOR CONNECT TIIROUGII _ 11-'xl4"9Upa 51RAP APPLV TO EFlCH.IACN 6TU0 ROOF LBI AJA 1-Iq"r9q"PUaSTHAP APPLY OhFR RInGE TD EACH BAITER 16= _ _ _ III IIIEILOUR ALLO'ENIIJGS LST0.14 I- p - __ _ < 2x9 L52 iByya SLOPE BANGER APPLY TO EAOM1RgFTEH!L-ODER JOISTDIRECGONNITH(HI,1015SU,NDERWALI � LJJLEE Z` THE FLOORS 10 EACH OTHER\NI THREADED RpD ALL O'ENINGS RT30R RPI TYDOWNAOICHUR APPLY IO SACH CRIPPIF STIIn - - Z%f0 E,I FHI S DPE HAMGfiRAECFY TO EACHRAFTCR I LOGER FOR JOIST NOT DIRI3CTIYlINDER PAr1nLEI CIA[Ls,PROVIDE Q _� /� BLOCKING Iu 2!"OC V WALL STUD O Lu Q D /.\ PFI GULF PROOF EXI IAUST DAIWVFNTSEATENSPOOFEO AND =!1 N O] OE METM STRAPLLL V LIJLL O BY CIDINTRACTCR CRICKET AT 70P SIDE OG >_ 1.O VENTILATION CHANNGL � �' Q \ � d RIM BOARD -�-, GI IIMNLV _ AS REQUIRED � /- Gv rNFIER- -�1 1 O WALL SHWAPICC, ',I RAFTERPJ VENTILIIV �� LLV - SIDFWN L I-I NITRO VEMILAAOY '� G - V I wpaD JOs FOUNDATION - J �% PPIT 1 "R aLBLOCKING AN TSH ln/N L AND111111sruNe TOA T��' 2,1 FILLER BLOCKING T PILL' STAFFING IO RF ATTACHEDTOWALL STl1u5�46'DD _ BARRIER IO I G'D ASH ING 2x1 BOTH F J01 ST -= AND ALL WINDOW/OOOR OPEN NO JACK STUDS AT(NAIL-MHINTAINGAP ATTILSFAL BE PROVIDED WITH FAGCIn " �fLOURJOISTOFPT1i USP NUMBER 013CEGCEI31PI'ION APPLICATION "" �� DCIVJEENINHILFIPIISH AND MINI KI - NUIFREE NV15iVENTILATINGTHEHHEA -�1--/;/- Vi iT - � SO 0 ROOFING TO AVOID SOAKING WALI STUD J� NOTi EFS THAN 11160 Uf THE ARf-A OF J11iH I 1 ��� J O INSI'h1149'pC THE SPPLE VENTILATED ALL OPCNING6 WOOD GIRDER LSTA:A L;IA"x21"20ya-STRAP AND IAOF SIIIUS -NSH EALE BF COVERED WITH CORROSION- J CONTIN SOJONFFIT/f-Xf PLYWOOTj D ON ALL OF �\ i- \ PROPER I IFIUAFn PAGE A \ RESISTANT M-IAL MESH WITH ME^I INSTALL4'Y \ / -rte GM11IDNPREVGNf CA IL/IAR�L q LOI-�FfCR ATION UBPIiT110BEfl 10-ipv PESO - CONNECTITD OPT-NING60FC'S INCH INDIMENSIONfO 191AiU 1-04V'xJ0'19ga STRAP ANOALL 4'Y 0C TASHIN TOIiL1AIPITAINNNI - SOFF?ED E.QVE X US ON ALL OPENING" `-' - 'e IH' YDUWN ANf.HOR � ? ro £ACR RA11 HER FNB FALL 4'U"O O ACTION PROaIDE B EVER BEARING W DSJOISTSAN 1F EADE E SPI::£D AND 11'-16" LSTA36 IVY, LLlhg3 STRAP AN JAOKSPUGS \ � ��\ SE 12"RAFR9 RHA) 49MId"x2Ugn IYUOOtlN PNCHON GONNGf.T TO ROOF VENTILATION / EVER BEIRING N/ALLB AND HEADERS ~ Lo N EACH RAFTFR ONALL OPENINGS �\ �� KEEP RODrINelvnlL,Dur SOFFITED EAVE DETAIL _ _._ \ —_ Frvn FLOOR WAu '�.� R OF FLHSHIN(, w — X ROOFING LAPS BABE ( _ Q FUSPIAC 11 1111116 y_ Y \ \ BgeERARE ILLASHNG WRAP`GOHNERS, R - n RIDGE GAP OF BaMF �� Q - C%TCNEW UNDER BI III IFS 41 q MATERIAL pB ROOFING� BNL6 A IN CLEE PAD LaI FIUAII rD TO SHEATHING N BIIIIVOLFS AT BASF OFF A INGIIRS /-,'T{�T7 J IHROOG I VEIII J WOOD JOIST cS IIILij 111 TOP PLATE 0 N 61ROCRIHEADER fi SIDE WALL FLASHING ��j� 1 IST.FLOORWALL STAPPINGTOSEATTACHEOTOWAI LSILNS FV CC M NIODO JOIST 1 1p AND ALL WINDOW/GOOK OFFIVINGJAGI(6TU05 IYETAL FLASHING AT ALL EAVES,51OEWALLS _ WAIF BfIID FLOORJOISTDEPTII USP NUMBER nE6CRIPTION APPLICATION ANKE F . loE lELEGDEB / hATiEryS INSTALL A9"OC A'TO FEET DrAINACG CHANFIL.5 \\� .11JG JJ I LSTAJ6 14/1"x31' I6y`e 6TRAP AIVD IAC(STDDF PREVENT CAPILLART ACTION IDEATION [S'Num"o'lDLBCI3IP IIOIJ APE IGATICIW PREMANUFACTURED AI L JOISTS CONNECTED f0 A FLUSH 111 AGER TO LIE SUPPORTED WITH OR ALL OPENING.`. - --- - -- - KEEP BHF/QHING MIN 1-1/T' -- - - INSTALL RAFTEfLPLATC NTIG ttflllN/N gYCHUR CONNGAT I'TCACH RIDGE\/ENT 1=0L05 FROM PEAI(fO ALLOW FPGCTHE If tl" 1o" MSIAfB 1-1µ'Ygll' I- a STEM ADON D LAOPEN NDGS PI AIgYVAII SPTN'. SIUUPLATE ANCMpR RATEBTp OFF EACHCSI FA. MtlERRIDSE TO AIR PASSAGr- IF TO ALLOW SHRINHFlGIrPROPERSTIFFf'lll liERCUNITOR 25 1 a9 CUNFOI:M TD SLOPE TITAN LVL LT Arll=l2s Dr ROOF iFlOiSDUNIP OIAS OBIER SIU _�— suelLoua TERMITE sWELD wEtD s1u GAeKET , 0 ,` / worn JOIST.. U NEOFRENI _ ,6/JAG GLIA IIIV1000 WO�'Ip PLnV E TYP CONE 1 OUNDNION n EMIL PDLVR _ �y J�01, _ 1/ GASI(CI T A T-d BEAI-I FV W CAMPBELL E%TEa1aR -- - - r' 1OLlro n s FIAT POLY ON CA FFRIOR GRARWLAR FILL 1 .'� �\ } -' S1LET COLUMN 'J� ' T '� �� � � b- olA OOLID«4e ac sIAN_ Fq DOUG SI AS ROOFJACI( _ � I <� �STEEL BCA,I W L� L rprvlPnLr TILL 114 ,9 STC U 6 ROOFING LAPS TOP a.D EC1TOn PL1rEL ' U hFvwgv roOnNG - - (�� FLASHING AT _ '� \ /,' <r �- PI DoNC_Rc r _ - nll/ AN_NaP„GOLr,� ' GG �" ANCHOR BOLT CONNECTIONmaw use UTn ax.,ISLAS WASH RE SIDES AND TOP T _ =/ �t fve GIIT '.1n �N _ C %"REIN=ARCING BAR _�- COLSDATION IPIIIA WLFIDRBO- \ - 3 HIG CDLBMN T DESIST - 1 - '- J ANSI ILIA BOLT CIIIVNEGTION ___ } I ' y / BUPPOPIING MMIlIW1 SPACING BRUTE.AT BOTTOM \ ' T FIC KIP ) (cRGIU PLArr_rpr puNDAHc,v 1 �ruRlts .,6'Oc \ TYPICAL BEAN DE? 1 1 ul rrlcAL CDNc IOunDANDN APPLr PILasTERS \d1N ]"vrEEL COLUMN 41au1DRFn A]'JA'xlr'x a^c(JNL FIL (cRHNIL SPA C[ORFDLINDn-ON-_'" S'TEEL / BOTTOM REAP G K'; WAFRE'NEFDMFOr STRUCTUR/L9RACND _ A WALL BOTTOM PLATE TOFLIUNDATIUN ISIo11E5 pr --- - ._ _— —_SLAB-ON-GRADE ._ 2 - __- - — ROOF JACKS 6 VENTS DETAIL �BUBFLUDR �I CONE SLAB / -DOUR FRAME �L y COMPA10WWfA 1 / rARA'F wl fOMPACT TILL � I � pOOR� L� IOIBT 111 U61=LYB EOR BLACKOUT GTEFL BEIAM sLAa PI PI ATI= � �! KIM SLOPE IO"AIRSERG, ^11 `� 4'EPRIYEWAY-(ty NO CIIDUSTANDAILOSI IEIGHT qqq IT EPIC AN, � I m T11'2� (WI'niANAIIJN�GVLAiLIh NF1=OI _ _ _ S1OE50r NOOD i TO BE APftOX /]"OH RICHES THAN GRADE �, -��� - AS - � I II ' I oCCL CLAM TO ALLOW JACK 6HI31NNADE f3EIW_GG 6%6W WM I - a NOTCHBFAML5114nEWH OF BEAM a A 11'IiOVIUE STRAPPIMC.TO KEEP,IOIftT9 AI IGNLD MIN A J ^- A ���_ NOTCH BEAN,OP III IF BEOUIRED-,MAY11IIRI j ' L U E=11L- III �VUBFLODR e +�-REINFORCING BAR I_ IITII �JCI;r EL INIIIE —� I p. f - 12" ,� SHEETMETAL;ELF FELL UNDER SEAM AT POINT IH / u OFCONTACTWITHCONCPETEORCUNG NISCH LTrI oTl-Ip-_i Ti_i(� STCGL BEAM r 'TYPICAL r,ONC-MONOLITHICFOUNDATION.REINFORCE WITH(2)iq RENTORCING ONES THICKEN SLABS BENEATH BEARING WALLSANO COI 11MN5 SHIMS IO LFVFI RE.{M PLATE(BCLTTO A.) REINF01 AIL PDD I ING W 11111211/1 RI3I NFDRCING BARS 3"MINIMUM HEARING,SERFAGE FOR WOOD BEAM GARAGE-DOORBI.DCKOl1T BEAM POCKET w C7 n z 2 , as Lot��� �� I �10� �� WAND FRAMING NOTES NAILING SCHEDULE r--- PLAN CONTENTS: it ij RIDGE TO-RAFTER ASSEMBLY ROOF FRAMING: f - - - - - - AOCFoSORT BUTA OCCUPAIJGY CLASSIFICATION__ .. 1-i14"x 20 gauge situp shall be allached to each paw of rafters m acnrtlancm to tabl.34 JOINT DESCRIPTION! "AIL OTES 6WLDIPIG USE w e When a cellar ae is used m leu of a ndge strap,the,number of 1UJ nrrumon nails required _ COY GING- _ _ r c o, m CONSTRUCTION NOTES: m each and of the collar he need not exceed the tabulated number of 0d nails in ilia sUap TOP PLATED 8 WALL-10'WALL-dd COMMON EACH COMMONOGIVAIL JBWLDING HEIGHT 5'4 5 F Z Z 1) The inPrmaYmn within[his sal of cons'ducJnn darmunceerschmed to basicdesign 2) RAFTER-TO-WALL ASSEMBLY _- TOTAL SO. FT. OF CONSTRUCTION 3ff nlentandha irigdelals The CEPING.IOIST KWALL.3-Btl COMMONy dinpractic as acomplia lien ith irorent Ne Ya acaore dde toy and 3.3 When a m e ror ho os do no fall in Or ll LIh to top below,bafaces OENAII. PRE5GRIPTNE AS PER D.Y.S. RESIpENTIAL CONSTRBCTION CODE .IND Kfomgmnemelin accepted hevtl nerail C effact a anrJ compliance with cunent New Ynrh accordance to tablet 3 When li rafter Lo Wrc a d tt e m bite w,,h studs below,rafters TO TOP PLATE 10'WALL TA COMMOJOIST DF_51GN GF'.ITERIA H95 SBC HIGH WIND F_DlrlOh' WOCI FRAME CONSTRUCTION MANUAL G nstructlding miles The Generals to ensurea mofearesponsible forpished,s standard oro I.the shall bd withateed f ammo all lop plate a verha wall theop tale,hall be�.ho lad g ARAEEL RAF1ST TO AS PER TABLE3] FADE FRAMERS, - crns'lructi.n details and procedures to ensure a pmfrssonally finished,clmclurally the[o the will slutl with uplift ronnedr.ns 12oofs overhanging the rake side of lire bu?Idrn9 PARALLEL RAFTER WFCM-SBC LAP _NAIL - ELEMENTS AS PpR FLOOR PLAN5 GROSS SECTION AND C-ENERAI_ NOTES _ sound and a weatherproof completed product shall be connected with til connections in aamehou.with table 3 3c CEILING JOIST LAPS AS PER IF 3] EACH FACE EXT. BALCONIES aO 2)The General C.E actors Gramme1le for ensunrrg that all work antl construction 3) WALL 70WALLASSEMBLY OVER PARTITION WFCM-SBG LAP NAIL DC-CKS 4�j -meets currentlederal,state,county andlrral codes,ordmancesantl regulations, at. Nall sWds above and studs below a Poor Laval shall be attached web uplift connections in COLLAR IIE ASPERTABIS 34 EACH FACE ATT ICS w/o STORAGE 10 These codes are to be corrsrdered-as pad Of the sposmcah.ns far Jus buAtlmg and accordance with table 331, When wall studs serve do not fall m line with studs bel ow the TO RAFTER _ WFCM-SBC _ END NAIL _ ATT!C' w/ STORAGE W W should be�dh..d to even din variance wIfh the Ian shads shell be attached to a common member,In the floor assembly.,In upkft canned.,rn BLOCKING EACH TOE DESIGN LOAD CALCULATIONS 20 (D (� P ROOF 'GROUND SNOW LOAD! 45 } accordance wnP lahle33 TO RAI'rER G-Pd COMMON END NAIL /LIVE LOADS PSF! Q (DO NOT �AWe DRAWINGS) ovarsmlad drawings. RIM BOARD EACH END ROOMS 'OTHER TFIAN SLEEPING! 4p OfwOJT (DO NOT SCALE DRAWINGS) '4) WALL ASSEMBLY TO FOUNDAI'ION' 2-ifid COMMON ROOYIS !SLEEPING) 10 BAR ER END NAIL 30 Q p Fit wall sNds shall be cvnnectetl to The foundation,all plate,or bottom plate with uplift - STAIRS Y 4) Tho desgrar has not been engaged far construction supervision and assumes no connectors Steel straps shall have a minimum embedment of]inches In c.ncret. WALL FRAMING: GAIRDRAIL5 (ANT DIRECTION! 40 (� Q U responsibility forca emorten condmating with these plans,nor responsibility ler fountlaa rr and slab-on-grade, 15 orches m e....ry block foundations,or lapped under - - 200 } construction means,methods,techniques,sequences,or procedures,or far safety the plate and nailed in accordance with table 3.36 When steel stm s ane la NAIL NAIL 0 1 �' p lapped undo,the JOINT DESCRIP,ION pTV SPACING NOTES EXPOSURE CATAGO TY - _ g LU Q precautions and programs in c.ene.J.n withlhewodr lheramnowairaretissrara bottom plate,3 more square washes shall he ueedwrlh the anchor bolts Ancherlmll LOAD PATHS FF-use expressed...replied in Pause of these plans spacing is to pestered and awed in accardence la table 32a In addition to spacing, TOP PLATE TO PER FACE NAIL f,E-'` CONSTRUCTION ANDWIND BATH CONNECTION � � h anchor bolls seem be spacend between 6-12 inches from the and sea sill plate and all 2-fact COMMiON rROOF - FOUNDATION!_ _ DETAIL (PAGE e GENERAL NOTE PAGE _ {� �r -)- TOP PLATE _ FOOT _SEE NOTE 1 5) Refer to the Window and Door saredule for extennr openings cnmem TOP PLA FES AT JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE PAGE Q } BE, Q A- Isd COMMON c IN FEHSECIIONS _ EA SIDE NAIL __ EGRESS _ _ SF_E FLOOR PLANS AND WINDOW SCHEDULE _ LU C1 G 6) The General Contract., is to ensure that masonry.,Prefchi firepl.......ets 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS STUD TO 24" FACE 5 commands manufacture's specrhcermns and applicable codes Type I extennr shear walls with a minimum of ATT inch wood s'runWral postal no The exterior STUD 2-ilia COMMON 0 C NAIL FIRE FROTECTION attaGwa with Bd,.morin naisat 6"rr..Nhe panel edges and 12'so milia field,and fSMOKEe CO] DETErTORSJ_- SEE FLOOR PLANS ]) The General Corherneoris to crnsulbwth the Owner fur all buthn items 112 inch gypsum wallboard on the interior attached with 5d comer ands al]"a c at panel HEADER TO 15d COMMON 16"0 G FACE -- ' - - surh as bookcases,shelving,pantry,closets,trims,.1a edges and 10"o c in the field shall be in accordance with the length requirements apeufmJ HE40ER !ALONG EDGES NAIL - . TRLI55 DESIGN - NIA - STANDARD STICK FRAME CONSTRUCTION In table 315tea TOP OR BOTTOM 2-1 Gd COMMON PER 2x4 STUD END _. ENERGY CALCULATIONS ___ RESCHECK 35 RELF_A5E1 m Bj Wmtl loaf regmremenls shall be taken into acmun[Aunrg conslruclion PLATE TO STUD 3-TGA COMMON,PER 2x6STUD _NAIL an FOUNDa� ^ t-i o --6) TYPE II EXTERIOR SI IEARNALL CONNECTIONS: BOTTOM PL4TE TO. -- ATION'NQTES: Type 11 exteriorshearwells-shall....Ithe regJ,rO.aOP Spable 315a-b times the aptualiete PER FACE MAIL - length eefluce ant factors m table 316 FLOOR JOIST,BAND JOIST, 2-lad COMMON FOOT SEE NO FE 1,2 al 1) The GeneralQonhaaararaMaa.nf.reyiewplanr,mlmvaknna,amaila.ndn.teafr EIND.IDIBTORBLOQILwG CLIMATIC & GEOGRAPHIC DESIGN CRITERIA determine intended heights of finished Harris)above typical grade ]) INTERIOR SHEARWALL CONNEC(IONS FLOOR FRAMING. r m Allowable sidewall lengths potentiation table 3 ib shall be penn,iteA tv remunerated vrhen GROUND WIND SEISMIC FROST =IIECAYDESION E5411EL0 U 2) A]footings t.reslan undisturbed lvirgm)svil. interivrsheatwa0sareused-Sheathing end connechens shallhemaccordance with JOINT DESCRIPTION NAIL NAIL NOTES SNOW SPEED DESIGN WEATHERING LINE TERMRERLAVMENT HFA2ARID5 h N m 2AA tand224 respective) CITY SPACING LOAD �jMPHI CATEGORY DEPTHEQUIRED m3) Promde 112"expansmn,omtmaterial bebverzn concreteslabs and mhulkng y rn cancreleormasonr walls occurin in exteaor or unheated interior areas. JOIST TO PER TOE A-tld COMMIONMODERATE Q My g 8) CONNECTIONS AROUND EXTERIOR WALL OPENINGS SILL,TOP PLATE OR GIRDER JOIST NAIL A6 LBS. 129 B SEVERE 3 FT. IME mTO HEAVY H.m.r.ndbrgimder c puram t ne shall be ml.al d ailhui conrmaonsm accordance BRIDGING EACH TOE - Jets A) Any new concrete walls being anached In exUacaISAFTE concrete ,tr fee shall with[able 3 5 Wind.w.,If plates shall be haw_steel connector m accordance with table TO JOIST 2-8d COMMON END NAIL u bre maalled wah a4 m-parole"oris ae lz"oz-usmappmuca epoxy PrWsslallagon. 35 BLOCKING - EACH TOE 'ROOF SHEATHING REQUIREMENTS'FOR WIND LOADS: 5) Unless otherwise noted,all slabs an .us 1.be 2500 2-Oil COMMON LSHEATHING _ .q psi Concrete to be g) CATHEDRAL CEILING ASSEMBLY TO JOIGT _END NAI!- NAIL SPACING NAIL SPACING AT INTERMEDIATE poured an 4 inch thick sand or gravel fill with 6x8 wire?Flesh reinforcing Interior slabs Where a ridge is tv be used as a structural beam,the rafters shall either be notched and BLOCKING TO EAQH 10E LOCATION __ AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES Q O to be m?n?mum 3-1/2 inch thick 3-ifid COMMON - Oanchored on lop ofthe beam or slope wweGws shall be arached to eachrailer-[n-ndge SILL OR TOP PLATE BLOCK NAIL IMETER EDGE ZONE Be COMMON@G"OC Bd COMMON@G"OC SEEDj Cawispaces to bepmv?dedwithamminnrm lB"x24"access Mmnmg lnsfallone along the open ceiling pad ofthebuildinq Corinerlirucs mtheadge antl wallsballbc be LEDGER STRIP EACH FACES W m allaa,ed will,the above requremenls. TO pEAM 3-ifid COMMON ,101ST NAIL NTERIUP.TONE Btl COMMON @ 6"°C tld COMMON @ 12"O C SEE NOTES.i(80TIi FIELDS)0xifi castimn f.untlehon vent for every 150 sq R.of area NOTE 2FOR PANEL PI@LD O-'%) DamppmafexmnaroffquntlaAnn with bituminous cralmg as per section R496 rf DECK AND COVERED PORCH NOTES: JO15TO BEAfdGER 3-so COMMON JOIST NAIL PER TOE _ RAKE AIJD RAKETRD55 Ba COMMON@4"OC Bd COMMON@4"OC- SEF_NOTE51,3 2 NYS Residential Cansrandion Code A6mll polyethyler,film shall he applied over 1J.Unless otherwise noted,all Ramtny reopened to real ACO pressui.treated lumber - --' to holo.grade rumme of exterior walls Prom to backfilling All fastener,hangers and anchors fir be gastrood ar stainless shat BAND JOIST 3-16,1 C,OMNAON PER END NOTES as _ _ TO JOIST JOIST NAIL -- 8) Drainage as per section R405 of IN V S Resdennal Construction Gods 2) Girders far doalth its to be bolted Ir each poet with washers and nuts BAND JOIST TO PER TOE NAIL THESE NOTES ARE ONLYTO BE REFERRED TO IF MTNITIONED IN SCHEDULE NOTES ONLY 2-1 Gd COMMON Girders co an concrete piers shall by anchored with proper steel h washers anchored SILL OR TOP PLATE FOOT SEE NOTE 1 1 For roof annel in within 4 feet of the entrain eO a of the roof,rndudin 4 fee!on each side of the roof FRAMING NOTES inlnrrnrrotewith arnmin,?,m,/2"aiax]^Pnganchor bolt withwashmra°f'n0is ROOF SHEATHING: _ tlr)e4foot trona,.'aredge zone atmrhmeotrmgr?reashall brmad g peak, 1)-All framing ammn?ques and more as proadeplive tlesge of 1995 SBC HLgh Wind 3F Pasts suppomnq gaders shall beanchored to a l2"x12"x12"thick woureP looting- JOINT DESCRIP HON NAIL , NAIL - seas Wood Framing Construction Manual OIY 6PACIIVG 2).TabNaled l2 Crop S.nail spaz•ng assumes shrathmg-arbrhetl]o raged muss fmnnny members Mth G%049 r Use a minimum 112"ala xT"fang anchor bolt with washers and nus.Footings Shall be 3 it For Irammg members wiP<r A2aGc949,the tad spacing shall . reduced to o inches O r. 2 W?lesso[herwis'enoted,all training belowgraAc parches w?[h covered roots shaft have l2"dm roncrmepiersforeasymer IAS PERTABLE38 gond structumlwrnd material STRUCTURAL PANEL 0d WFCM-SBC Douglas Flo __ 3) Tabulated 41nch so nail spacing assumes she.thing to rakerl truss framing members with G.049 Far A) Deck,orsls to have blocking at 8'O 0 CEILING SHEATHING Framing mmnbars with 042<G<B49,the nail spacing shall be,educed to 3 rrch.c ac Nl 3).Floors,walls.s .I.Pard rafters to be space,a:iB rnchas a.c stuff noted - -� 5) Aminimum of l0 inch Immung shall be installed bbown the budding and ledger. NAIL NAIL olherwtse JOINT DESCRIPTION PC Tp Ledger to be fastened to budding with l/2"ilia bops w?Ihwashersand nuts QTY SPACING �y 4) Unless trumba,noted,all bearing w,tlheaders tobe(2)2x10#2+BTR Doug Fit wherenmeJaa GVPsuM -' oc EocE WALL SHEATHING REQUIREMENTS FOR WIND LOADS: ©Caring wall header m have t2)IaG<sWds and(2)full lenge studs on each side of all WALLBOARD 5d COOLERS 10 C C FIELD NAIL SPACING NAIL SPACING AT INTERMEDIATE W openings LVL headers to have(371ach studs and(2)lull length slutls on each side of 6j Concrete plats shall be a mrnrmum G"above grade - -� GI-IEAFHIN(`LOCATION ATPANELEDGES SUPPORTS IN THE PANE LFIELO NOTES Opium, Feel"OR window sills shall also have(2)w?ndaw sill plates for 2x4 en it WALL SHEATHING: SEE NOTES:1,3(80TH FIELDS) W ]) All joist.,..to be supported with hangers and anchors Each Joist chap also be anchored -- 4`EDGE ZONE ed COMMON Qo G'D C 8d COMMON 1 "O C NOTE 2POR and bloc between 4'1 and G'9 antl 2xE wall openings between 5'I land 8'9 F'rowtle Are In yiNerls). JOINT DESCRIPTION NAIL NAIL �- �'QNEL FIELD [.) and blocking where applicable Opt SPACING !INTERIOR ZONE 8d COMMON @ a O C ed COINMOIV @ O 'SEE;OT (7 e) Covered Rnnfs shall be assembled and anrhored the same mannm as a Typ?cal budding STRUCrURAL AS PER TABLE 3 9 Sj All Gush beamslheaders to be installed who heavy dutygalvinized hangers and PANELS ed COMMON WFCM-SBC anahomw reappk�blemaurnnneGmgmrtr G NOTES =ivw000 dr.°MaoN e; GARAGE REMOVE W F�/ V GL.lz R UJ EX15T. f Q D ❑W S N LIVING EX15T. N = GL. EXI5T. DINING Sj TGHE Lv� flloKN - - - I X w EX15T. HALL 11!! E E REMOVE mnt� WO K �g(S.D. GG1�I,OFFIG� (�xx m1 K O O 0 ~ W _ EXIST. 4 - 2x4 P05T - PROVIDE EXIST. 2 - 2x10 EXI5T. O EXI5T, SOLID BLOCKING TO I �� FOUNDATION (TMP) -- — AF2 OREMOVE AN2ND570RY W NDOW REN5TALL -NEK-— — — — NEW '� w m OVER HANG G T CLOSETx REMOVE AND REINSTALL DOOR O.O. � ' 2 10 a 16" O.G. LZx IQ N NEW DECK ILL N J v m N 2l N �v lIS FLUSH J da HEARTH W x 2-2x6 P017 z m A u- m x ry LL x .o ro ry m = 7 LL ry K m ry d) ry 2-2x6 (OST TMP) 7— Lu BENCH 11 ` �q LIJ BOOKS g - I g/4' x 9 I/2" BOOKS Y� � V y � 3'-2Y0' 6'-gs Y \ � �fe" g'-aYe° V R.O. R.O. R.O. OL TA5052 71^505 2-2 TW5052 4'-4s/a' b'-27fe' 4'-4s/a' 6'_0° 3�_9' 6'_b' 5.-W. 6'_0" 22'_6° +/_ CONT. RIDGE VENT LLJ H Lu �1 t Z —1 ROOF CONST. Z zl LL -7 ASPHALT 5HIN6LE5 OVER 15# BLDGw Lu PROPOSED ADDITION - FLOOR PLAN 2"X6" COLLAR TIES 2 PAPER $ ICE/WEATHER SHIELD ON Y2" SGALE: I/4"= 1 '-O" (g) I6" O.G. W/R-50 GPX PLY. ON 2"XIO"R.R. @ 16" O.G. W/ Q- Q z IN5UL. BETWEEN APPROVED RAFTER TO PLATE TO STUD HURRICANE CLIP (TYP) VN/R-SO Ll� INSULATION BETWEEN 1'-0" O.H. W/ CONT. / Q � � ql� +Hry SOFFIT VENT (TYP) WALL CONST. Q W SIDING TO MATCH EXI5TING (\/J.F.) L F.F TYVEK ON Y2"CDX PLY. ON 2"X6" O 2 - 2"X6" ACG 51LSTUDS § I6" O.G. IN/ APPROVED HURRICANE OL PG STRAPS TO PLATE (SEE DETAILS) W 4 /R-1 O (5) 15/a"X9 MIGROLAM 2" P. GONG. 5LA5 oN INSULATION BETWEEN, FIN15H W/ Y2" GYP. W.B. : 61ROER5 COMPACTED EARTH 4 z :41 a'p a ,N, yDRAWN BY; KWS GONG. BLOCK PEIR 8 P,G. WALL s .Z, , i{,: SCALE: AS NOTED ON 2'X2'XI' DEEP ON 8"X16" FOOTING "v� k:v, POURED GONG. PAD �. 27 ` r4P JOB #: W/(2)#5 REBARu „ a " DATE: 10/15/2004 W/#5 REBAR (TYP) "` '' x !' SHEET NUMBER: SECTION A-A avr�tis j SCALE: Ya" = 1'-0" I 1 —DIN:r Y7 T��T?��T'T' TJ TJ'_�_LT T 'tVZ f�'t_Y i-T��'�Yr Y r ---r V 11 �1�T17 1 1tL�1 J--, vy-Z .I I Applicant/ Date. Owners Name JJ IZevietaed: Architect/ //-�. Date l:ngineer: Submitted: SCTM #: District: 1.000 Section: Ijlocl : 3 l,odo2 Project Subdivision Location: 1 . ; --- — Name: r $in&Ic& separate Required certification: (Yes/No) AJzk Q�,, Req. 7, Req. 1 n Zauing District:U�7 D ILot size: _ Actual: ( ILot coverage Proposed Z04 Req. j Rey. > 6te� Irront Y>trd Proposed: J ar S Proposed: 1 [Rear Yard 3 Proposed- Project roposed•Project Description: AGENQWKR1N'ITS Pef:mit . ��QUIRFD FOR REVIEW NIL NO YM Number Suffolk County Health'Dept. New York State. D. E.C. + Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plaae Elevation??? Flood Zone: yZ'�