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HomeMy WebLinkAbout29480-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No= Z-30277 Date- 07/01/04 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property= 2600 WUNNEWETA_ RD _ CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No_ 473889 Section Ill Block 7 Lot is Subdivision Filed Map No_ Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 13, 2003 pursuant to which Building Permit No. 29480-Z dated JUNE 13, 2003 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 ADDITIONS & ALTEP.ATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ANDREW B & DIANE AUERBACH (OWNER) of the aforesaid building. SUFFOLK. COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 83169C 05/26/04 PLUMBERS CERTIFICATION DATED 06/18/04 HARDY PLUMBING & HEATING /7ord gnature Rev. 1/81 FORM NO. 3 TOWN OF S'OUTHOLD 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_ 29480 Z Date JUNE 13 , 2003 Permission is hereby granted to: ANDREW B AUERBACH 23 ORCHARD LANE LIVINGSTONE,NJ 07039 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINCLE FAMILY DWELLING AS APPLIED FOR at premises located at 2600 WUNNEWETA RD CUTCHOGUE County Tax Map No. 473889 Section 111 Block 0007 Lot No. 015 pursuant to application dated MAY 13 , 2003 and approved by the Building Inspector to expire on DECEMBER 13 , 2004 . Fee $ 353 .40 f l z/: — /,A, Authorized Signature ORIGINAL Rev. 5/8/02 �✓� I ^ ---_- -, --- _ Form No.6 a Vry ca a� TOWN OF SOUI'HOLD \\ II BUILDING DEPARTMENT TOWN HALL - 765-1802 7 " 3 APPLPCATION 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 pltnnbcr 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. 1 C. Fees I- Certificate of Occupancy-New dwelling$25 00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swnnnnng pool$25.00, Accessory building$25.00,Additions to accessory buildine$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. I I New Construction: Old or Pre-existing Building: (check one), Location of Property: a 6 0 © W U til h P u 2 C "0 4-cn House No. Stree�et r ulet Owner or Owners of Property: Avg r e-k-i f-1 ue-Aci�`� t� F l\ (,a nP Aa_ct—_ Suffolk County Tax Map No 1000, Section 1 i 1 Block Lot Subdivision Filed Map. Lot: Permit No. 9 `� �O Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ A 0 Applicant Signature c� 3 G FROM :A-r P.RM2 `-�NST4UCT:ON -RY, NO. :631-325-13544 Sun. SS 2004 06;a5 HM P2 Twv a Hall,57095 Mein Road O ;xax C631)765-95022 P.OBox 1179 ®~ Tzien Nona 16311 X65-(a0Z $-csuIisnki,tv.'w-'York 11971 0959 r° BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Perwit No. 9 _ Owner- -gpKE liJ ...A u E_. (Please print) Plumber: -p d IR T1njffj A7 (Please print) tJ v I certify that the solder used in tllc ivater supply systcrn catlt2tns less than 2/10of 1% lead. E (Pl::rluers.�g1 aa�r Swom to before me this day )f_ 2QD � � a Notary Public, L Cotmty PATRICIA KNEW Nopry Public,Slabs of M"Yorb No.3 7411 / ILtelified in N§ssau/ Commsstan Evires i ,y,' Ma ./ 4c.J-. -�� Y.i.'.--_f -t ., ✓ -r.,l :o?, /s�S-; xlS>�.�r=b-•'-->��'.`"�_-!. t ' $•�, :�.1�.�'.�"�Q+�i,I.p�S:��,.�p'dY,)' •rG.'i'�• u.�:..i5 '. u. yA �': 1 �-:5 X11• 4� •.i� �'•� � . '•p :5. � n,,,�+i 4• r5� ..::.��:.i� _,�y�,�l ...::� JIC-i.alJi+.JI-' L pp ,.4-..r- .i�. i �l �_I�:n '` ri• 'o-'i 1 li w , s :moi.. �. 1 1 rtt�`t iu iNfitN}�l'I�t`.'�i��:itir—u..i = ii-.:Lli iltk�r�. ii.i.:il'c�iNbt�tlux�iurl = ' r'r�i -'' Electrical Inspection Certificate ��-- Issue Date Electrical Inspection Service,Inc. Application Number 5/27/2004 375 Dunton Avenue 63169C - ;y^ East Patchogue, New York 11772 = , _ (631)286{642 issued To: Dave &Andy Averbach Street: 2600 Wunneweta Road y Village; Cutchogue Zip: 11935 Town: Southold Section: Block: Lot: -•::�'a Contractor: Ram Electrical Const. Corp. (L) (cc) Lic. # 34072-ME �- Was examined and found to he in compliance with the National Electrical Code. •"F�� ❑ Commercial ❑ NV Defects ❑ Pool 29 1st Floor ❑ Indoor X Basement ❑ Hot Tub 4 is� rr Lx� Residential ❑ Det.Garage ❑ Attic ❑ 2nd Floor 1: Outdoor !XJ Addition 7j Survey ' - - -` _ Switches Receptacles Fixtures GFI Heaters A/C Fans 'Fad 38 33 32 10 5 «�N•.` Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1 20 1 30 << Furnace Oil Gas Circulators Smoke Detector Bell Transformer e'er e= Q 6 .•°": Meter Ams Phase UGIOH Jacuzzi Television CODetector -- >` 1 200 1 Lx7 " P . {�. Bldg. Permit: _ t �.t — Other Equipment 1 - sub panel 1 ( � Hugo . Surdi _'.�•9 President - s = � Rough Inspection: 01/27/2004 Inspector. Sean P.Hightower Final Inspection: 05/26/2004 ' Inspector: John Me Mahon III .�� This certificate must not be altered in any manner. Inspectors may be identified by their credentials. s W. 1� Ni M1 uP Mdl ' wll' 4 Pt-iqn�'M ill Yt M.pp31' MUTT —' i'F'p �Iy' �r . t . :'}/:. :04. :r' ':t.• }t,'•,a;,F4 •.S."• .r ` .ki ;�• ,�.� ... �.4, a.';'-T a a ., - ., „- TOWN OF SOUTHOLD PERTY 'ke.0®R® CAR® OWNER STREET m' FxV- VILLAGE DISTRICT SUB. LOT 7 'y vM11 e K/N11"''a ee4aCY .41, k/7 ei . Intik; ;'°.rYb'r'�e a h ..S•.rci ✓w8-ajA*,r. — - FORMER OWNER N E ACREAGE + S W TYPE OF BUILDING ES210 SEAS. VL. FARM COMM. IND. CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 71 r'iG1 :z µ ' 70, G' 6,d a0 we" -3 e./_ az40 -�/( r�..5" Jr. -z?"T-a`f-��.a:.'""e"""..a'_:`rb_.;..... _'v„. .... ,�..,....t�1679- '•:^--oma' +.y —a L, r IQ b, 42pni eILDING5011DITjON1,2 7420/7 NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD / e e e k_. 'illable 1 B*J-LKriEAi),Z - ,£,„/ — illable 2 DOCK illable. 3 3 tai i{ P.x Mr{ a at a! L I I Z-4) 50 0f' CPP° .� ; ' :;� � ,�, •c�n�� Joodland wamP land rushlandmej " 11 w ..1' r—� �'ter�T�&'Y" -' louse Plot - k 'otoI /ldFdy.LCA.cl �Ij 4.lie.,,r, _I�f J--i EJJ x I - 4 1 •\ Ji, Bldg, x.4' Foundation _ fi _ �.... Yl g ' l'p �%1a lI Bath - - - ---- `xtension / - --- Basement I �' "Floors 4 _ yWo fS — xtensinn IS "� t`f 0 Ext. Walls - n i1 Interior Finish xtension-- - - - - Fire Race - Haut Porch l i� I C.00fType - - 'I - ---- -- --- -- - --- - -- - -- r - � - --- Porcl i- ---- Rooms i st Floor -� - - - - - - - - reezeway --- -_Patio- -- _ Rooms 2nd Floor I ---�-- - ----- iarage Driveway -- Dormer --- -� ----- -�-- ----- li ! I Iv -l71� = �I Y'kl' "' I ewe k r.m Tfi ��.'i SLA • ; i'w*"'.I � IZIf/�(' r�vZ gc r�lp s FA!Io..rF\1 If LA to OR e C,kd r, I I I I I I I I I I I I I 25 !(i� NIX 2-S ec j I I � v f I ' I III 1 '�� ' II' III I � I i ,�+V�O'" •w e` i (r�ry�" � I II I' p , a ' I I I e°"��i I II � �J L1 N Pr�opose'n 1 m '1I W no ( 1 . \ O TI—� N � / 10 T �8S N 4 s • MAP OF GROo,E f?TY r` °7,0 SURVEYED FOR n ° n u_ '' ELEANOR L: VANECEKIV = w� I A ;mfe" ' • y l). CARRING 9'6 60 ' 16� TDN QD. / / ..G[rc7rCCy To f<ie /sr�er- �cir /i/oTC ; Hvrt/P cr s s /ro wfs r'c 71 rf f o `Tf/e �uc, �. o r fycry E Co of Secf/oro D, NQssncr Goir� f G�6Zi'�4 " Ct, k '/1 '��'�[ ' 1.1t s txrtol Sc.f{ oair o /k L # ° "h: C/crks 67C7Cice Z:1 It'1cr 4/o.o. SWWed BUILDING PERMIT EXAMIVER CHECK LIST I DATE REVIEWED: B-o-m) APPLICANT: r- ? DATE SUBMITTED:,P SCTM# DISTRICT: 1000, SECTION:d{ BLOCK: . LOT: _15 SUBDIVISION: AllDRESS:X-DU,.cb 1u l CITI': r _ZONING DISTRICT: __ CONFORMING" kb BUILDING PERIVHTS OPEN/EXPIRED: BPJ_Zt/2- -Z i C.'0 Z-L_Z.6t_, INFO=Ni7__,'BPS6_ 7VZ�_-Z C;U Z-754 %, fNFO_ --- BP(966 I _-Z/C;0 Z; w�f INFO_ /BP -Z i C!0 Z-_—_, INFO__ PRE CO: Y OR N BP -Z i C/0 Z- SINGLE S SEPARATE CERTIFICATION-REQLMFD_jyn—_NOTES: LOTS 40,000SF-100-2J.Lot recognitian.(CREATED before Jane 30, 1583).LNI)PUTZED LOTS FROM JAF.1997 100-25.l,terga.(A nonconforming V any It Me star 9 REQ. LOT SIZE: _ACT. LOT SIZE:36O'O REQ. LOT COV. ACT. LO 1' COV. REQ. FRONT_ _PROP. FRONT_../_REQ SIDE E5�: ACT. SIDE_ REQ. REAR PROP. REAR / _REQ. HEIGHT _PROP. HEIGHT-- PROJECT DESCRIPTION: r vW& — ESTFNTATED PROJECT COST: I IL ARCHITECT.': Nom_ __FAST TRACK.6 WATER FRONT? NO DESCRIPTION: PANEL #: /Z FLOOD ZONF x_, COMPLLANCE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or IS (BED #;I: DTE: —i—_ PERMIT #: TOWN SEPTIC RECEIPT: Y ort NEW YORK STATE DEC: PRE-DSC 9,1175 YES or SOUTHOLD TOWN TRUSTEES: YES or k _ _______ TOWN ZONING BOARD APPROI.,U_: IBS or EI } _— --_—_- TOWN PLAN. BOARD APPROVAL: YES — TOWN HISTORICAL PRE (SPLIA): YES --NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: FIRST FLOOR: e�-ETD SF SECOND FLOOR: SF OTHER: _ ri-0 _SF,8INIT OTHER TOTAL TOTAL: _— �ci __SF FEF FEE FEE 40 I• SF)- (_ `�s�___SF)=_6]$ SF X =5 0� °+S_ .+S = $ 36n' 2. (___SF)- (---SF)--- –SF xS - 5 --+5 +$--- $ — 3. L_ SF)- (' — SF)= —–SFR $ =R---+S---+$-- =S _ FINAL TOTAL[.: NEW YORK STATE CODE COMPLLINCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: ' ✓ HEIGHTiFIREAREA: IS/ `I TYPE OF CONSTRUCTION: U} i DESIGN CRITERIA: ENGINEERED CRIPTI�' 3 A9T5- FULL FRAMING DESIGN ELEI\IENTS: HEADERS: Y/N WALL STUDS: Y,N GIRDERS: YiN CEILING JOISTS: Y/N FLOOR JOISTS: YIN ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y,RV DESIGN LOAD CALCULATIONS: Y/N SHOULD INCLUDE LR-E,DEAD,SNOW,SEISMIC AND AN IND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIRENIENTSID17 •� EGRFSS, T IGHTj, VENTI LOAD PATHS: Y/N ROOF TO FOUNDATION NAILING/CONSTRUCTION SCHEDULE.LtyN MEANS OF EGRESSAIN V/ / PLUMBING RISER DIAGRAIVIVN LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: VN / ENERGY CALCS:&N TOTAL COMPLIENCE? Y,Ni (RETURN TO PAGE ONE) 765-1802 BUILDING DEPT. INSPECTION [ /] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: - r� [' l DATE , 1Jlj�V+ I`1 INSPECTOR S / I i1 1 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION LJrifs\ FRAMING [ ] FINAL FIREPLACE & CHIMNEY REMARKS: 42, �y , r fi P e Q ' s i DATE j�`s, �' INSPECTOR 1 i 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ VRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �'�� s DATE INSPECTOR f 765-1802 BUILDING DEPT. 1 NSPECTI [ ] FOUNDATION 1 ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REnwRlcs: l 0-7 � DATE INSPECTO oyl G 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ,aAOUCH PLBG. [ ] FO DATION 2ND [INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: T"Y-2.C.cu � ' DATE .1 �e � �!�F/- INSPECTOR LLLLL � 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION i ST [ ] ROUGH G. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: _ r y/ e� i DATE IN PECTOR L` i 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION i ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: - ----C DATE �� 3"d INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION i ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING [; FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: c � r DATE y� �? INSPECTOR e F i 1FIELD INSPECTION REPORT DATE CONIlYIENNTS - ILI c FOUNDATION(1ST) o. � at FOUNDATION(2ND) [i7 2 ROUGH FRAMNG 8. `4 ca PLUMBING M1 r' tom. .2 INSULATION PER N_Y_ STATE ENERGY CODE 2 ci rq fc7—e Tie) FlI � v a � �l 0 CSN "tcs � °.1 t/`..cJ ri✓$�. . ADDITIONAL CO TS 0 m X -- ----------------- C _ .c z T'O`'SrN OF SOUTI$OLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying, TOWN E[ALL Board ofHeatth_ y SOUTHOLD.NI" 11971 3 seu of Budding Plans__—_ TEL: (631) 765-1802 Planning Board approval-- FAX: (631) 765-9502 Sune)�—_— www.northfork_net/Southold/ PERMIT NO. Check Septic Form__ N.YSD.E.C. Tms[ers_ -- _--_ _ Examined — 20_ Contact-. --kpproved .t'Lt-- mailto: Di,approved ac_ _ _ G fGv - 5 /V3 0�>p7 Phone:_ l 7 i✓ SLI S Expiration — , 20_ _ Building Inspector 13 APPLICATION FOR BUILDING PF,R_1%I1T ,t _ Date 120 1 ---- 1 INSTRUCTIONS t�v-- 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 m 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 pan for any purpose what so ever until the Building Inspectot issues a Certificate of Occupancy. f. I: eiT building permit shall expire if the work-authorized has not couunenced Rlthin 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 authoriza, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION TS HEREBY bL%DE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk Cour.ry,New Yor"- and other applicable Laws, Ordinances or Regulatioua, for the construction of buildings,additions, or alterations'or [or removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code. 2nd regulations, and to admit authorized inspectors on premises and in building for necessaty inspections. (Signature of applicant or name, if a corporation) .2 cj,k,,_L Lw� (\fail g address o applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Li tafYl �-v- - Name of owner of premises t2 c_ s e_I-c_; _ D = ✓t ` LA_e- (_As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. _ Plumbers License No- Electricians License No. Other Trade's License No. 1- Location of land on which proposed work willone: i +}-1r__ c -1 1" is-F1 Yi e�..>C. f_c` IV �i:T c!rt tl c -Lt House Number Street HaMlet Cotmry Tax slap No. 1000 Section,—__—_ Block _ Lot Subdivision _Filed Xfap No. / 73F� 5 Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed'construcdon: a. Existhtg use and occupancy 5 , z .+- b. Intended use and occupancy PZZ--: 3. Nature of work(check which applicable): New Building Addition Alteration ✓ Repair Removal Demolition Other Work (Description) 4- Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units_ Number of dwelling units on each floor If garage, number of cars # 6. If business, commercial or mired occupancy, specify nature and extent of each type of use. 7 1 Dimensions of existing structures, if any: Front Rear Depth G? Height i-` 0 : St .:o� 1 • r� 4umbe o. v„e-s Dimensions of same structure with alterations or additions: Front j 2t Rear 3 i Depth rl, (.L Height 5' Number of Stories 3. Dimensions of entire new construction- Front Rear S t, G ' Depth ��2 D Height 1& (nNumber of Stories I 9. Size of lot: Front - - Rear - Depth e - 10. Date of Purchase 11161/z c3 e j Name of Former Owner .' Lt � r � e�c, 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning lacy, ordinance or regulation? YES_NO 13. Will lot be re-graded° FES NO -^ Will excess fill be removed from premises? YES_NO_ 14.Names of Owner of premises i^ Address L v. s{T Phone No- `! 2 3 S 5 z/Z 17 3 Name of Architect Address Phone No . _ Namc of Contractor i,1/l Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? YI'ES NO X, ' 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 A * 1F YES, D.E.C. PERMITS NLSY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to properly lines. 17_ if elevation at anv point on property is at 10 feet or below, must provide topographical data on surveys STATE OF NEW YORK) SS. COUNTY OF 1 I ( Y7-P At fr k e-� being duly sworn, deposes and says that(s)he is the applicant ame of indnadual signsigningcontract) � r aboN e ained, (S)He is the o w ylacL/r (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or ha. -e performed the said work and to make and file this application; that all statements contained in this application are tore 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 g2QQ day of ( �✓J},.�p 'CO /l Notary Mblic — Signature of Applicant y,ghd,Ca.e. ;4, rYa . Stgte 9i:t^sM?s F$a.r�i;�5w a Z 4 OR14' A i4 GY C - --------------- uj Y �. w 1 W., o ar � I I I, I r �G o 15, �"��'a"G �` IJ Gkd .-=�C>b�rt Wil.l • �` g pF NEW rO h�P GE T 9� P 4 6 s �+ 01225A�1 ?V 3 701V3' �p9nnpFESSIo/�,,��`,/ w r... L7 titi Q �v a Ip II, I III, I I 2' 1 BA I c: Ac"",� ........... 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L=t PI-4 u' W 2. 10 tz1 61 _ � I SOF NEWY , ! /f 1 J Q � w a 2 w { �U00- 71 .. fY s I. r STRUCTLIR 4l QVt?OR PANEI,&' VINp DfRfitR� PROTFOTIbN -,FM WAiLOP1NR40 PRCTECRp MID k" •: . �y RAauuN*�ArRuoFHis; if ' 86Fi$E3a I„ - ULTI4" CTIONASSRMBLY: f1 THICK BOLTS - - - .+.0 BENIEN �'b �' 4 - C24r T . 6b. - 11.8' 20 471NA '24� . • 10 NYA8Rf111NE.I , � � . -' - 5.91E 18.8 . 20 �4 211.T'' a64310 9tot A401 PSBR ': 9LIDIR) `.DOOR " 11.6{E 24.9 50 4 -' 23:2 i 26.4 H ' . ALL WINDOWS.TO,IW ir CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST A D UPGRADE KIT. COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER E' MEETS,NY STATE EGRESS REQUIREMENTS TABLE R 301.2(2) NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. I I CUSTOM GRIL ES - SEE ELEVATION {I - WALL OPENINGS INCLUDING WINDOWS AND,DOORS SHALL BE PROTECTED WITH REMOVEABLE 516"WOOD STRUCTURAL,PANELS l I WITH,MAXIMUM OF B'-O" SPAN. FASTENERS FOR SPANS UP TO 6'-0"SHALL BE 2 112 - #8 WOOD SCREWS AT 13" O/C, FASTENERS FOR SPANS UP TO B'-0" SHALL BE 2'V2"',#8 AT 12-01C. TABLE 301.2.1:2 - ) ALL NARROLINE.WIN©OWS MUST USE: 112" HEIGHT BILL STOP (OR STOOL) AND THE ADDITION OF A 112"X 314" DP UPGRADE SILL STOP. (SILL STOP$ TOTAL'A 1-114" - HEIGHT.AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) El I j I ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED 1.5 TIMES THE,DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE, ALL EXTERIOR GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION. - I.. ap SHUTTERA SEMBLY 4"BRWFWW N.T.S.' ROOF C] FOR PANEL SPANS:0<W-O"WIDE SPAN n g TABLE 1#6#.1,4 S7 DI R 23132"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4') ATTIC — V USE'AC GRADE W12 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. < >- LABEL ACCORDING TO LOCATION. ' - ..- SECOND FLOOR H NTH ASSEMBLY: - NEW EXISTING !I ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W1#8x3"(w/WASHERS)GALMNIZED OR STAINLESS STEEL WOOD SCREW® 48"O.C.OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: - #10 TEE NUTS ATTACHED TO BLDG.Wl#tOx 1 Yd'(WI WASHERS)MACHINE BOLT @ 12"O.C. +m un +vr WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING,A'MINIMUM WITHDRAWL CAPACITY OF 4801DE. i W. - SH R �7- A SH ' R FIRST FLOOR ' 6NOTTER�AS6EN4LY _ I�".- - �1'-- �_. ` - - n- - "�� W N.T.S. tz ,z T s +w ,��, rC.OJFFDR PANEL SPANS:V41"OR ODER SPAN �SPECIFICATIONSANDASSEMBLYIDENTICALTQO<V-0"SPANNOTE ADDITIONS: - 0BATW2 m G - 220 STRONG-BACKS M 24"OC 13xp0322E -++¢�,1} wF.A.I. NpNP'�/ASSEMBLY:' - BASEMENT t1;AVt ,.-- FwL1). PREASSEMBLE PLYWOOD TO 2x45 #10x3"(Wl WASHERS)GALYINIZED OR STAWLESS STEELY ' WOODSCREW@12"0.0. '- � SH R F+��� /" C3 ALTOW BE PEWM POR OREMNP PN01EClIDNN tlNAND TW05'R1RY gDaDWGS'� PANELS iBNALL BE PRECUTTR CRVEROIA2DErI r —I- r1 _ TO SUFFOLK COUNTY QEPT. � '_ r _ JOF HEALT14 SERVICES 1 T - � APPROVED SEVER LINE. _ __TABLE 760837 4SLOPE"1/4' PER FOOT PRCH TO DRAINW11MORNE REERI6 PgOTECRDNPASTEWNO SCEDULE FORWORD BTRUMU ALPAN_E,L9FASTENERSPACNO HENEI.EPAN< 2-0-PANEL 4'-0'-PANEL -0`-PANELFASTENERWIPE T-0" SPAN<A•.0^ 5FANe E'N+ ' PAN<R.R - _ PLUMBING DIAGRAM GRAM 71.E fV,rVt 'vU HaVw 2T/T' 1aW00DSCNEWS" ID ' t1 :�$2 2 " 16 - - •:.i 2'M MWOOD BCREW9 0 Is la. 12 IA 'Rtl6 TAElE IB BAKED ONAMANMNM WINRSPEECp BEU`ONP AUBT1OF i�I1LPH ANDMFAN P.URF � - : • ,HEIDiiro"E 6.1'1 ORhESS � . - -f ; ' E Fg3TEl7•ER�S�RALL@ INSTALLE-f.D ATRPP09Ri(i END621f'INE NNMW��IL PA L � ' Lqn A�ED�VIILISryf38A' GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES - - - - - INAILINGSOHEDULE - - TABLE-37 INCLUDING -_ r .. I 1.The Information on this set of construction documents Is to relate basic design 1,All walls,2gx4 and 2x@ to be stud grade or better 16"ole. Ali other framing material �iBS4SeC HIGH UDI 6 AND 3 e' j _ , i __ _ _ _ Intent end framing details. They are Intended a8 a construction aid,not a substitute t0 b8 Bra d0u lag fir or beset. D EDMON WOOD FR/iME CONStgUCTIDN MANUAL - for generally accepted good building practice and compliance with current New York state building codes. The general contractor is responsible for providing standar 2.Allwood framing in contact with conereteor masonry to be pressure treated. construction sound,and weatherproof and omplet dtproduct. a Professionally finished,structurally i p j P Y y 3. Provide double Boor Dista under all wells parallel to fiord olst span direction unless � .. - _._ - _- - - - - __ - - ._ . _ .. . - _ - . _ rP RAFT FRANING _ __ _ _ otherwise specified. RAF LER TO TOP PUITE � TOE NAILED a-0 WALLA-8d - PER RAFTER � � � - 2.General Conhactorto coordinate all sub contractors,scheduling olwork,and '--- ---111 -"- - - 10.0 WALL 4-Ba PER IiAF1ER - _ ---- interaction between trades. 4.Provide x-bracing or solid blocking at a maximum of 8'-0"o/c for all dimensional9-0"WALL 9-&{ - - - - - + - -- - - - - - - -- - - '^ CEILING JOISTTO TOP PUTS " - PER JQLST_ lumber fto0rj016h. -- - --- TOE NAILED--- - _ 10-0'WALL 4-8d _ PER JOIST 3.The general contractor Is responsible for ensuring that all work and construction CEILING JO-MYTO PARALLEL RAFTER FACE RAILED - SEE TABLE 3 7 EACH IAP meets or exceeds current federal,state,and local codes,ordinances and regulations, 5. Floor consbuctlom Y"tongue and groove plywood sub1loor. Finished material to be CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3 7 _EACH LAP_ etc. These codes are to be considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking to floor joists. COLLAR RE Tb RAFTER FACE NAILED _ $EE-TABLE YA PER TIE end should be adhered to even if they are in variance with the plan BL BOAR TO RAFTER LTOEEND NAILED _ _ _ 2-0d EACH END _ __ _ 7.q11 window and door headers fo be minimum(2)2x10 unless otherwise specfietl. RIM BOARD ID RAFTER _ TEND NAKED. 246E EACH END �� � - 4 Dimensions shall take precedent over sole drawings(do not scale drawings). All interior headers to be(2)2x10 unless otherwise specified. I e WALL FRAMING _ __ _ _ _ _ _ _ _ -J 5.The designer has not been engaged for construction supervision and assumes no B. Provide full solid blocking under all bearing wars. Toa-PLATE 70 TOP PU1TE (FACE NAILED _ ` 2 len ` PER POOT ¢ L) r responsibility for construction coordinating with these plane,nerd responsibility for TOP PLATER AT INTERSECTIONS iFAGE NAILED_ _ - 476d JOINTS EACH SIDE - _ STUD TO STUD - IFACE NAILED - Z i6d _ Q N Q construction means,methods,techniques,sequences, or procedures,or for safety 9.All beams fo have adequate bearing at each end or as specified, - - - precautlon9 and programs In connection with the work. There are no warranties for a HEADER 0 HEADER FACE NAILED_ _ ted _ PER Z ALONG EDGES - -__- specific use expressed or Implied In the use of these plans. 10.All flush beam and joist intersections to have galvanized hangers. TOP OR BOTTOM Pu_1TE TO STUD IENO NAILED 2 ted _ _PER 2%4 STUD ' I-- - -- 9-i6d PER 2)169N0 - - - - -_ 6 Rehr to floor plans,exterior elevations,and Window schedule for types and sizes of 11.Typical exterior walls and roof to be sheathed with IN'exterior grade plywood or BOTTOM PLATE TO FLOOR JOIST, 4-1611 PER 2XB STUD windows. All windows to be Andaman high performance quality or approved equal. 7/16"OSB plywood,group 1,APA rated. Plywood to span over all plates and BANDJOIST, END JOIST,OR BLOCKING FACE NAILED 2-16d PER FOOT headers _ 7. Door and window headers t0 align unless otherwise noted. FLOOR FRAMING 12.Provide Insulation baffles at save vents between rafters. JOIST TO SILL TOP PLATE,ORCORDER_ ITOE NAILED _ 4,Sd PERJOIST - S.General contractor is t0 ensure that masonry and prefabricated fireplace BRIDGING TO JOIST _ FTOE NAILED 24E EACH END construction meets of exceeds all manufacturer's speclticBt1o06 and applicable odes. 13 Exterior flashing 10 be correctly in$talled at all connectionsbetween roofs,W6113, BLOCKING TO JOIST - rTOE NAILED 2-6d EACH END chimneys,projections,and penetrations as required by approved construction BLOCKING TO SILL OR TOP PLATE 'TOE NAILED _ _ 3-16tl _ EACH BLOCK_ 9 General contractor to consult and coordinate with the owner and the plans for all practices. LEDGER STRIP TO BEAM _ - IFACE NAILED_ 346n __ EACH JOIST _- g ry, JOIST ON LEDGER TO BEAM ITOE NAILED 3-Bn PER JOIST _ _ built in Items such as bookcases,shelving, nt closets,etc. S- -- - -- - ---- - NAILED- - - - --- - - - - - - - - coq 14 General contractor 10 provide adequate alfiC ventilation and roof vents BAND JOIST TO JOIST TEND - 346d PER JOIST � 10. Provide hardwired smoke detectors,with battery backup,on all floors and in each BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2 16tl PER FOOT bedroom,verify with local code requirements as per Section R317,New York State 15. Provide appropriate soffit ventilation at overhangs ROOF SHEATHING Residential Construction Code. Install carton monoxide detectors as per code. GENERAL PLUMBING NOTES STRUCTURAL PANELS 4'PERIMETER EDGE ZONE-16"OIC-6"AT PANEL EDGES AND AT INTERMEDIATE SUPPORTS IN THE GENERAL FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and _ _ _ _ Ild_ _ PANEL FIELD - -- - -- --- - - - -- - - --- INTERIOR ZONE-i6"OIC PNEOS ANDBAT PANEL GENJrsafety requirements. 0 N 1.General COOIrectOf t0 reVIEW plans,elevations,and details to determine intended _ 9d AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD O � heights of finished floor(s)above typical grade. 2. If wall plates or joists are cut during the installation of plumbing fixtures or 2 r equipment provide bracing t0 fie framing back together. FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF, INCLUDING N-O"ON EACH SIDE OF THE ROOF PEAK THE 4'-0" UU n 2 All footings to rest on undisturbed soil. PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED - - - - W GENERAL NOTES M HVAC SYSTEM S - - - _ - - - -- - - --- -- -- - - - - - - -- _--- r- M ----V -ENOTE- Ur r 3.Provide''' CEILING SHEATHING N expansion joint material between all concrete slabs and abutting - - - -- - - - - - - -- - concrete or masonry walls occurring In exterior or unheated interior areas. 1.Mechanical subcontractor i6 responsible for adhering to all applicable odes and GYPSUM WALLBOARD _ __ __ _ _SE COOLERS 7"EDGE/10 FIELD safety requirements. Q Z o 4. Unless otherwise noted,all alalia on grade to be 2500 psi.Concrete on 4' sand or WALL SHEATHING _ _ gravel fill minimum,with 6x6- 10/10 wire mesh mInfoming. Interior slabs to be placed 2. HVAC subcontractor to full coordinate all system data end requirements with the STRUCTURAL PANELS sit 4'EDGE ZONE-i6"O!C-0"TS PANEL EDGES ANO 12 V Y q _ _ _ AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD LY o on 6 mil.stabilized polyethylene vapor barrier. equipment supplier. ed INTERIOR ZONE-16"O/C-Sr'AT PANEL EDGES AND 12" Z Il. _ AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD - 5 Provide crawl space ventilation per local code requirements 3. HVAC subcontractor to provide MBI system layout drawing and submit it togeneral FIBERBOARD PANELS - 7176" fid 3 EDGE/8"FIELD - `- -- - _ - __ - - _ -. . _ . - - - ... _. - M ' contractor,owner,and equipment supplier for final review and approval. 12-5/32"-_' _ _ -6d - _ 3"EDGE/6 FIELD,. (O 6 General contractor to install cop-r-tex(or copper)sheet metal termite shields GYPSUM WALLBOARD _ _ 5tl COOLE_R6 _ _ 7"EDGE/10"FIELD between all wood surfaces that are exposed to concrete or masonry surfaces. NEW CODE 9d 4'EDGE ZONE-16"O/C 6 AT PANEL EDGES AND 12" HARDBOARD AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 7 Dampproof exterior of foundation with a bituminous coating as per code and oil GEWERAL WINDPROTECTION CONNECTION NOTES fid INTERIORZONE-i6"OIC 6'AT PANEL EDGES AN012" -- conditions. Adapted from Standard for Hurricane Resistant Residential Construction;SSTD 10-89 - - - AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD_ -- and 1986 SBC High Wind Edition Wood Frame Construction GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction FLOUR SHEATHING - --.-- STRUCTUURALRAL PANELS-Y'OR LESS 6tl WEDGE/12 FIELD TABLE 3d', - 1. Dimensions shall take precedent over scale drawings(do not scale drawings). i.A continuous load path between footings,foundations walls,Boors,studs and roof I framing shall be provided. - - - - -- - - - 2.All interior walls to be covered with Ma"gypsum boar with metal comer reinforcing. -_- 'TABLE 3.7 ! -- - �"'� Tape,goal,and send 3 coats). 2.Approved connectors,anchors and other fastening devices not Included In the (1995 SSC HIGH WIND EDITION WOOD '1895 SBC HIGH WIND EDITION WOOD FRAME V) P ( ICONSTRUCRON MANUAL /,� LU FRAME CONSTRUCTION MANUAL �j,-j Standar Building Code,Table 2306.1 shall be installed in accordance with - - . - 3 Walls common to garage and house to have a layer of 5/8',fire rated gypsum boar manufacturer's recommendations. RAFTER SPACING I OIC CRAFTER SPACING 18"OIC W 1120 mph FASTEST VVINOSPEED _ _ ~ at arae side with W-0"return on adjacent walls and calling. Manufactured lumber - - - • " a Z requires 2layers of 618".fire rated gypsum boar. 3. Metal plates,connectors,screws,bolts,and nails exposed directly to the weather or • • U subject to salt corrosion in costal areas,shall be stainless steel or hot dipped e L 3'12 5 B 11 74 UI 4.All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized. PITCH SPAN F NAILS 4'12 a B 6 11 Z resistant gypsum boar,or wall tile set on wonderboar or equal. _ . 4:12_ . . _ _ _12 5:12 3 5 7 0 1 4.Where windows and doors interrupt Wood sWchiml panel sheathing and siding, -. - 76 _ 4 7 12 3 4 5 6 f�'�-_11 O framing anchors or connectors shall be provided at the top and bottom of cripple 20 5 9, 21 3 3 4 5 O • ' OXWO studs,header studs,and at least one stud at each aide of opening. - 28 - - 6 12.12 3 3 3 4 U- MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(lbs6 5.Ridge straps shall be attached to each pair of opposing ratters except where collar -_ - __ 92_ _ e r.�{ Z EXTERIOR BALCONIES 60 ties of 1x6 or 2x4 lumber is located in upper third of attic apace and attach to each pair 36 DECKS 40 of raters. - __ 5_72 - - _- _ 16 - .. -_q W ATTICS WITHOUT STORAGE 30 S. Uplift connectors shall be provided at each rafter bearing. _ 20 - - 4 0 ATTICS WITH STORAGE 40 _ 24- - 5 = ROOMS(OTHER THAN SLEEPING ROOMS) 40 7.Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior - -_. - zS -- -- 5 n , SLEEPING ROOMS 30 comers. - - - - 32 - - T SEOF NEW YD rel 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation 6.12 3 36 �- CRITERIA FOR CALCULATION OF DEAD LOAD with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x 1/6"washers. A - - ---' i6 ACTUAL EIGHTS MATERIALS REFERENCED TO A.LA' minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of - - - - - 20 - - -- - -_ 7 ARCHITECTURAL GRAPHIC STANDARDS each plate. Anchor bolts shall have a minimum embedment of 7Inches In concrete/ _ _ _ _ 24 _5 m War i masonry foundations. Anchor bolts shall be located within 12 inches of comers and at _ __ _ 26 _ _ 5 ,r 0322y1-1 G/ SNOW spacing not exceeding 4 feet on center. _ 32 6 GROUND SNOW LOAD 45 lbs. - -- -- -- - --- - -- - - 36 Y 9pFE3SIONP�"/ 7.12-1212 12 2 ..� SEISMIC THESE NOTES ARE GENERAL CONSTRUCTTON NOTES. THEY ARE NOT 4 - -- - -Zp - - DESIGN CATEGORY B SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS 1 - - - - -- - - - - 111 GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR _ 2B 5 `' _ -_ - _- WIND GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. - _ 92 _ e WIND SPEED 120 mph 36 e w Li o EXPOS RE CATEGORY 15 O¢ RIDGE - - - - I RAFTER USP LSTA21' - - I N z �RAFTER/RIDGE/RAFTERwmlcr � v a r R N G Lq RAFTER - - RIDGE_--- ._ __ RAFTER O USP RTI6 ---- - RAFTER — .7 TOP PLATE-- - TOP PLATE -� CONNECTION USP PRODUCT NUMBER U$P LSTA21-- - _ _ - A RAFTER/RIDGE/RAFTER WITH CT• LSTA 21 USP RT20------ USP SPTH4 - RAFTERIRIDGE/RAFTER WITHOUT CT LSTA 21 + LSSHI79 USPLSSH179 WALL STUD ------ WALL STUD -- f7 B RAFTER/PLATE/STUD RT20 RAFTER/PLATE RT16 PLATE/STUD SPTH4 " m C HEADERISTUD RT3 HEADERIJACK STUD LSTA12 Al RAFTER/RIDGE/RAFTERmocT 4�RAFTER/PLATE/STUD B RAFTER/PLATE_PLATEISTUD D FLOORTO FLOOR KLFTA E STUDIPLATEISILL MSTA38or RS16-R STUD/PLATE MTW78 of LTW18 j�pF NEIy yO F- ap PLATEISILL MPBF ��P¢`'�E r ,"91- Q F ANCHOR BOLTS ST1316 ti G POSTANCHOR FOR DECKS PAU SERIES [• ; W W sf POST ANCHOR FOR COVERED PORCHES CBE SERIES I a K 020-- _ I 'IMOR 2X4-16" O/C COLLAR TIES MIN. --- --,--- ---- I ------—A—-P`- Ix Q a i POST - 0 USP CBE --- -- i P.C.FOOTING-- =- 2ND.FLOOR WALL STUD 4 1ST.FLOOR WALL STUD--- -- EJ U3 1ST.FLOOR WALL STUD------ FJ Of W 2ND.FLOOR PLATE - �G�POST ANCHOR FOR COVERED PORCHES W KING STUDS - SUBFLOOR-- 1ST.FLOOR PLATE 1ST.FLOOR PLATE----- RIM BOARD £ SUBFLOOR SUBFLOOR — USP KLFTA ----- -- USP MSTA36 OR RS16-R USP MTW18 OR LTW 18 - Z STUD _--____ _ RIM HOARD _.__—_ O RIM BOARD ___—._ 1ST.FLOOR TOP PLATES O DOUBLE SILL PLATE --- *-- - POST f1 DOUBLE SILL PLATE HEADER , ' -O USP MP6F USPRT3 ------- '-- -- - IST FLOOR WALL STUD— n FOUNDATION WALL ---F3 • • ", FOUNDATION WALL --- ---0 " USP PAU Q • _ W USPLSTA12 — S` JACK STUDS ----- - P.C.FOOTING-- -E) nQ�I O /'C-'�HEADER/STUD HEADERMACK �D�FLOORTO FLOOR �STUD/PLATEISILL rrE /STUD/PLATE PLATE/SILL [� c+ 71 POST ANCHORSFoRDEcKs L,I I a a