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HomeMy WebLinkAbout29965-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30550 Date: 11/12/04 THIS CERTIFIES that the building ADDITION Location of Property: 625 TUTHILL RD EXT SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 55 Block 6 Lot 15.18 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 8, 2003 pursuant to which Building Permit No. 29965-Z dated DECEMBER 22, 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 ADDITION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to GAIL B & FREDERICK MINER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1195475 10/29/04 PLUMBERS CERTIFICATION DATED 04/12/04 PECONIC PLUMB.&HEATING //tho zed S'gnature Rev. 1/81 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. 29965 Z Date DECEMBER 22 , 2003 Permission is hereby granted to: GAIL B & FREDERICK MINER PO BOX 415 SOUTHOLD,NY 11971 for ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 625 TUTHILL RD EXT SOUTHOLD County Tax Map No. 473889 Section 055 Block 0006 Lot No. 015 . 018 pursuant to application dated DECEMBER 8, 2003 and approved by the Building Inspector to expire on JUNE 22, 2005 . Fee $ 150 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY 520 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$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. // S/,) New Construction: Old or Pre-existing Building: (check one Location of Property: rj House No. t Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section pr's Block 4�)Co Lot 15, /P Subdivision Filed Map. Lot: Permit No.J'?9/ S 2-- Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Co 3 0sso o�suFFot,��oG o� y� Town Hall,53095 Main Road Q Fax(631)765-9502 P.O. Box 1179 y�O a�� Telephone(631)765-1802 Southold,New York 11971-0959 1 `�► BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. —Ct p Owner: (please print) Plumber: 61- t c �(-, (please print) A I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20 Notary Public, �U'Q-o County WA L.LOPER Notary Public,State of New York No.01L06070081 Qualified in k Commis"Expires oIm M 5 BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 S S BUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 100385 SCERTIFIES THAT 5 5 5 Upon the application of upon premises owned by 5 5 5 5 GAIL & FREDERICK RED RI EXTENSION GAIL& FREDERICK MINER625 5 5 SOUTHOLD NY 11971 625 TUTHILL RD EXTENSION SOUTHOLD, NY 11971 S 5 Located at 625 TUTHILL RD EXTENSION SOUTHOLD, NY 11971 5 5 55 r5j Application Number: 1195475 Certificate Number: 1195475 5 5 Section: 055 Block. 0006 Lot: 15.18 Building Permit: 29965Z BDC: ns11 5 lti idena Described as a Resoccupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 5 Second Floor,Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 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 29th Day of October,2004. S Name OTY Rate EAfin Circuit Twe 5 5 Alarm and Emergency Equipment 5 Sensor 1 0 Smoke 5 5 Appliances and Accessories Exhaust Fan 1 0 F.H.P. 5 5 Wiring and Devices 5 Outlet 13 0 Fixture 5 5 Fixture 13 0 Incandescent S 5 Outlet 17 0 General Purpose 5 5 Receptacle 11 0 General Purpose S SCj Switch 9 0 General Purpose 5 Paddle Fan 2 0 5 5 Receptacle 1 0 GFCI 5 S 5 5 5 5 5 5 sea/ 5 S I of I 5 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 a SUFFOjhaoemen ARTM9T OF HEALTH SERVICES LY DWELLING ONLY s DAT� S. REF. N0. 92:a4 The se .and water supply facilities for this locationspectad by this Depattment and/or other nd atiu of Wastewa r Management ' V "YgOF , v ,OgO LAjV6 y oql. LEW, s�� O d�",r ,(/�/G JUN 11 ISS; rw OF � ~ r ERVICES ,f 1�� 3369 � of new y aq, <t E A/,y rVOJJA.4 AV /�• r Add /f!�tet' .waess?'l �i.4r+�yl ��_... _ _ 3.•_46- ._..r.f...r4.r.�4i.�..:.iry.l.._. ..... .... .l .a.<..._,_.... .• .rw_.n- r . r . ' TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET � ! VILLAGE DIST. SUB. LOT I C.) Gat � ' �( t►Z¢r 61 1 I'd i h t5i n 5 sec Z ACR. i 1 R MARKS _ /1 fan /gD TYPE OF BLD. ( PROP. CLASS 2:: tDAR LAND IMP. TOTAL DATE 9o- pts , �eC Jill, 1 and 3a �c — o no, 7© t 00 7cc �600 g3 o it is /z �s oo -L /z0 S / r N 3 o0 7 Soo 76ct 3 FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND l coo DEPTH MEADOWLAND ib�9b BULKHEAD HOUSE/LOT COQ 4� TOTAL ii��iii ii������iii . ai��u- =ii�� . ....■....■... ... MMUMMNIMMMMM MOMOMMOM i TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET - ,_. VILLAGE DIST. SUB. LOT l C, , coo` s c. ACR. 1 , I R MARKS 'T - L -/fan l g A LI) TYPE OF BLD. if Cqy)l PROP. CLASS LAND IMP, TOTAL DATE 7 _ 90- one ke, _i) nail( :r_. t�ecK, 70�' � t�o no ool 7cc - oL-) Samoa 11115-11w /z �s oo -L /z0 S- Sod 7 30o 6o_tl -� 'rf-7 - FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND �b�gViLin,�, BULKHEAD HOUSE/LOT X01 e 4 TOTAL r r Applicant/ n c Date. Owners Naive: Reviewed.- Architect/ Date Engineer: Submitted: 8' SCTM #: / District: 1.000 Section: 131ock: Lot: / g Projectl d2 _ Subdivisionq Location: �� � !���a c�Lt ��k� Name: 1 I ar i Z Sin&le& separate Required cerlification: (Yes/No) Req. Req. Luning Oistriec (Lot size: _ Aetual:��,[(Q/ tRaJ (lot coverage;�0' Prolxi.' _I Req. R �1 ` Req. ((=rout Pard Proposed: J (Side Yard Proposed J (Rear Yard �S Proposed��J Project Description: C� AGENCUERMITS Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept.• New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board 4cpproval: d Flood Plane Elevation??? Flood Zone: Notes- K NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 ---,Wind Speed: 120MPH /Seismic Design Category:B/ Weathering: Severe /� Frost Depth:36" Termite:M-H Decay: S-M Design Temp: 11 l Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION-,,- HEIGHT/FIRE LASSIFICATION/HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: l DESIGN CRITERIA: ENGINEEI D/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS:Y/N WALL STUDS:Y/N / GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N / LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N / PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N/`/14 TRUSS DESIGN: Y/N CERTIFICATION: Y/N/ ENERGY CALCS: Y/N TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: / /03 APPLICANT: DATE SUBMITTED: / /03 SCTM#DISTRICT: 1,000, SECTION: , BLOCK: , LOT: SUBDIVISION: ADDRESS: CITY: ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100.-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: WATER FRONT? DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/73 YES or NO DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or NO DTE__/_/_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES or NO DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or NO DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( SF)- (SF)= SFX$ _$ +$ +$ =$ 2. ( SF)- ( SF)= SFX $ =$ +$ +$ = $ 3. ( SF)- ( SF)= SFX$ =$ +$ +$ = $ FINAL TOTAL: $ �•. � S ` SUFFihavbeen ., ARTMENT OF HEALTH SERVICES !Sp IIY DWELLING ONLY DATyy�i.S.REF. NO. .221�� The sal•and water supply facilitieg for this locatiinspected by this 1?spattrrient and/or other fnd safisOry. au of Wastewa er Management 4e:? V -e° c.a,Vo JIJAI 11 �1r i --� _ _._._...__.... -_ ... __ ...._ —.... .. __.. N ALTHSER' OF , suu.ciNo DE". INV ECTIO [ ] FOU ATION IST [ OUGF1 PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLAC 8 CHIMNEY REM RKS• DATE INSP C B765-1802 UILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ;; ROUG LBG. [ ] FOUNDATION 2ND [ CATION [ ] FRAMING [ ] FINAL [ ] FIR CE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMA K DATE � O INSPE e l� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGPLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ZZZ p4- /14 DATE "INSIX V jJ.\oii E �J•i41V.t RlCBORi DAM COl�.L1T1a1Lt�L7 ••-• ,•.,�. b FOUNDATION(1M C. . m FOUNDATION(2ND) :z ROIIGrH BSAMI�7G& YLU1I�+TG r! D`Tsa�•A1�OI�T Y'ES N.Y. � �] STATE y CODE o+• FINAL � ADDII'ION1T•COQ w � 2. oy y P9 f TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 _ Survey www. northfork.net/Southold/ PERMIT NO. 02���5 Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20_0`� Contact: Approved 2,20,9 3 Mail to: Disapproved a/c // _ Phone: Expiration �P �- ,20 03 r� Building Inspector APPLICATION FOR BUILDING PERMIT 93 / LINSTRUCTIONS Date 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 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. ( ignature of applicant or name,if a corpo ation) as �• t (Mailing address o applic t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (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 whi�hd work w' 1 be e• House Number Street Hamlet County Tax Map No. 1000 Section rJrz� Block C_ Lot t6% 16 Subdivision Fired Map No. Lot (Name) ,, , 2. State existing use and occupancy of premises an intended se and cupancy of`proposed construction: , a. Existin&use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition r/ Alteration 1/ Repair Removal Demolition Other Work (Description) 4. Estimated Cost '5-62 14 rv � 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 mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories I '/a-- Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front X02 Rear Depth ��Sr 2 CCl N 10. Date of Purchase Acte Name of Former Owner C Ake M�FST 11. Zone or use district in which premises are situated A a� 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 1M �- �,R��� �,�d•��cl� isr 2� �h�.��l E`er( �x �c� 14. Names of Owner of pr es Address Phone No. 7& S r �� Name of Architectyerk�-( Address" i;� k49 one No 477 -- 04no Name of Contractor Address 1ktr Phone No. '?6 e� -3-7n I 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 OFS%1k- ) ��- (3, VA being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, the (?:! e4 (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 beAt . 20 C, X�&P�'- Ile— Notary Public Signature of Applicant ROBERT I.SCOTT,JR. Notary Public,State of New York Qualified in Suffolk County No.01SC4725089 Term Expires May 31,. ENERGY CODE CALCULATIONS CHAPTER.5 SECTION 501 Detached One and Two Family Design Criteria 5750 Degree Days (For Non-Electric Heat) Zone 11B For: 6 q, l /1'ji n d L Per: 119e h n y /"4 ie, 62 x'63 '�f� .•(1 /boa -SOA, 2 Dated: `' iz 3 0 'DESIGN CODE DESIGN CODE SUBSYSTEM AREA ���, ��„ UA UA . Exterior Walls 0 .o Qe3 0.14 96. 2o Ceiling Roof I o ,v 3`10 0.031 /6 .7,9 /.�•'�d Floor Over Unheated Space `/ n p 5 0.05 2 q.7 0 Z y, 70 Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 NOTES: b .3 . f / 2 Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage Building Envelope Systems to meet requirements of Section 501 The mechanical systems and equipment including: HVAC Equipment,HVAC Systems,Duct Systems,Ventilation Systems and Insulation of Piping Systems to meet requirements of Section 503 Service Water Heating Systems&Equipment to meet requirements of Section 504 Electrical&Lighting Systems&Equipment to meet requirements of Section 505 NEW yah��,cE • r�,, '��F To the best of my knowledge, UJ belief, &professional judgement, these plans are in compliance ,? with,the code. � Ess� L i ti 4 7, 1 } +l C OR i Wi U < } -] A LAWFUL j I CERTIFIC E OCCUPANCY " Ai ALL CONSTR c _ �.1 : - _ E THE REQU RENI1°NT$ FL 5 sr�y i 'i MET HA �k q � � CCIDESOFNEW YCflKST�T�r��S, � F.,, , :1' ,�R CERTIFICAT1rl N A ONTENTb SED IN STM E �iq o -NL , - _:,�_tO2/100F 1,o LEAD. __ _ APPROVED AS NO D a " FEE:DATE: /.A 3 S.P.✓t 6Sa rS LUMBING ,, L PLUMBING 'JVN.STE NOTIFY B/ UILpIN- BY 6 WATER LINES NEED DEPARTME TESL ING BEFORE COVERING 785-1802 SAM 1J 4PM FOF x FOLLOWING INSPE 1171e' 'i✓I i tLf:.� -- i. FOUNDATION ONS,_ Y LL DATION n Rc'� m P �bJ/ �� OT - Al- 2 R POURED C 0 & .'L' O f � �I ROUGH = FRAM � D Q >' - - - -ir-4- _,I ---Ir-_. 3 _. 3. INSULATION 8 . L.. .. ':'cc 4 4 FINAL - CONSTRUCTION MU P � R- 6 / /l BE COMPLETE FOO G0, Z � 2ve 1-I` Ice b c1I-'" I, , IwU. CONSTRUCTION SHALL M T �E 6 a C ' Q 11 U1 GN OFTHECODES FNEW, Fd I ! r \ ��r(PGJP f[cj1GC i �. I! l ORK STATE. NOT RESPONSIS FOR 1 �N-1 __ �=_ _ -�- _ ESIGN OR CONSTRUCTION E if 1 PA CERTIFICATION OF NAILING & CONNECT! S I jr ice ' 2 i ✓ d�Y1tr01%feA, �i I V \� M/d' BG REQUIRED. X11 �Ntli~� �1, lto NF .,,` : ..lJ.k,JLC 3 II 1 �- � —' -.- �\�•� 2x(v Cd-A RJ r I , n L ' ` �A'" I �`� `e- L 0I `� M? •'2'Z � l — :; L-ALII. DV --_ COMPLYl ITH ALL CODES h NEW YORK' TATE & TOWN CO )ES + AS REQUIRE ANC CONDITION O I, I " SOU'HOLDTOWN ZBA _-- — -- 4�I06N PLANNING ARD SDUTHOLDTOWN r°,dSTEES N.Y.S.DEC +� pT 0EW Mpg aonzosE x OMPLY WITH CHAPI ER "�46 OOD DAMAGE PRF1+g1,- .-� UTHOLD TOWN t,00E AftF S% V [^ UNDERWRITERSCE"FICATE D W I r REQUIRED a IL 5� k1 Ctk t�_lC� Fv-x)a t 1 { i _ i ` - I I � . t W �' m 0 x' G7 a o o 3 0 LU $ z z n m 1 W ( ] P'90FESSID" ` 0 m I 2yv_ .L.04u- Ali.'rlb � -- � 4-p1 1 K 1,_ i 1 Fa e liana r. y O m 2 2u(, � A GAIL p G ! _- ' '• roar MS t'4�rfel' MIul, I' oil "n a -- - ! h j. ni o At LU r � Trn cs II j z = w - FAQ" 3 rMl «T+4ECFAL_ AILluu? 4 - G.�Y 4" 'pl�1� ' L_I G — — R 22 { 'X4 qx Iaota laefur�e �f J�itr+�^G"-v — — It`dLI/L �" I � - { LVL. HUR {I .tkDa•� _ }'�BitL��L ( 1 — — 2. i�j�rxl ! Li IT - - ` rl ;.: aar_�-1 opq�FE5S10'�/P~�� - / Lo 3 w v, f A L - i p To ti 50/0 1J. 14 C�k! lea 19 NO .....,..11 Y Lc bf NEW 'Z ro,.94- stouo, ruxw p C - p9OFESS10HP�^f I r STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION FOR WALL OPENING PROTECTION OF120 MPH 3SECONO WHO OUSTS (MAXIMUM MEAN ROOF HEIGHT.$') III C145 CASEMENT 475 -3A.7 70 "X1' --- SECTION ASSEMBLY; 114" CW 74 CAS MET .6 7. 1 4 8' -- MULTIPLE SE THICK BOLTS{1�2'OC AFC26 ARCH TOP NIA 18.9 20 476 24,7 -32.4 71 4'B"XS'B" I FWH 296 FRENCHODOR 14.82 - 9.2 20 415 24.7 -W.4 40 3'2-X6'10" ` Z' ALL TO CALCULATIONS FOR WINDOWS BASED UPON EXPOSURES _}_ _ _ (MUST VE OP UPGRADE KIT �^ COEFFICIENTDs 0 WITH N20Emph BASED W NDPSPREED.CAS PER ROVED EgUAUE - rMEETS NV STATE EGRESS REQUIREMENTS _ ,_ IZ `I - TABLE R 301.2(2)NEW YORK STATE BUILDING CODE. FOR HABRABLE SPACE: _ _ _ff\fA 1 - - _ _ J i WALL OPENINGS INCLUDINGWMDDINS AND DOERS SHALL 8E PROTECTED WITH REM 7VVE-ABLE B WOOD STRUCTURAL PANELS ¢I W ITH MAXIMUM OF 8'-0"SPAN FASTENER$FOR SPANS Up TO BD'SHALL BE 2 112 #6 WOOD SCREWS AT 18'OIC FASTENERS N Q _. .- - __ - . . - . . - - / _ALR SPANS UP TO L NARROLNE WINDOWSMUSTUSE2' #8 AT 12 OIC TABLE 3011212 - - i_- _1 _ - __._ ) __ _. V2" HEIGHT SILL STOP(OR STOOL)AND THE ADDITION OF A 1/2"X 3/4"DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-11.4" HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH UPT INOWOED WITH DP UPGRAD_E_SILL§TOP KIT) _ ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED ANY MULLED UNITS MUST MEETOR EXCEED _ O'"�yi ' 1 5 TIMES THE DE SIGN PRIES SURE REdUIR6d_AN6­iKu§f ,4' RGLAZING EFER OMUSTMN8160 E FOR ALTEREQUOtAwEOPENNG PROTECTION�RN STATERRESI EONTWL CONS TRU�ON CODE IIQI „I >_ W I ❑ J [01 151 �10 P10. te', 0 �\ Q o Z N LU v wm L9 m SHUTTER ASSEMBLY ROOF 4"0 ROOF VENT N.T.S. FOR PANEL SPANS:0<4'-0"WIDE SPAN ¢ Z V TABLE 1609.1.4 d O 23132"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") j 4 Z USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. ATTIC LABEL ACCORDING TO LOCATION. CIO ASSEMBLY: NEW _ MA.-TER'BATTi + 1 ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING wl#BxY(w/WASHERS)GALVINIZED OR BATF) BOM -(y-1 111 I1 112 0l Il2 ' STAINLESS STEEL WOOD SCREW @ 16"O.C,OR BETTER T 11 1I2 114 ( I l BAT_N ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: I b 3 #10 TEE NUTS ATTACHED TO BLDG,wl#IOX 1 °2"(W/WASHERS)MACHINE BOLT Q 12"O.C. W —L- SECOND 1114 TUB. I I14 TUB I WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED FLOOR UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 tbs. T"1 C. a 4 C.O. W SHUTTER ASSEMBLY W N.T.S. LAUNDRY _ _ _ — rJ-'1 H' FOR PANEL SPANS:4'-0"OR WIDER SPAN KITCHEN _ T14 �i uz 1w T 1 112 1 uz u4 3�f LU SPECIFICATIONS AND ASSEMBLY IDENTICAL TO D<4'-0"SPAN 112 114 F.A.I. U 4 NOTE ADDITIONS: �p SIIJ � I � Z W. W: D: 2x4 STRONG-BACKS 24"OC - FI R5T _ J y2 1 Iw u2 1 112 TUB. 1 114 O ASSEMBLY' FLOOR l- OJ 1). PREASSEMBLE PLYWOOD TO 2x4'S #1Dx3"(wl WASHERS)GALVINIZED OR STAINLESS STEEL C.OI a WOOD SCREW 12"O,C. _ TO SUFFOLK ❑ COUNTY DEFT. Of Q ALTER"E NG FOR OPENIPROTECTION 1Rap a IIHEALTHSERVICESE5 � WOOD STRUCTURAL PANELS WITH A M04NUM THICKNESS OF IYIW AND MAXIMUM PANEL SPAN OF S'-O" APPROVED SEWER O LL BE PERMOTEDFOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SLOPE" 1'4" PER FOOT PITCH TO SHA SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED BASEM LINE. _ (REFER TO SECRON50 19IR 5 5 AND 1608 AND TABLE 160914) � TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUOIlIRAL PANELS FASTENER SPACING INCHES) PANEL SPAN. 2'-d PANEL 4'AP<PANEL 6'4'a PANEL - FASTENERWPE 2'-0" SPAN 14'-V' SPAN<6'-0' SPAN<S'-0" �� PLUMBING DIAGRAM \, 0322�-T 2112" 46 WOOD SCREWS 15 is �2 9 �yqT�EBsioHP�/ rc, 292" "WOOD SCREWS 15 15 15 12 _ NTS ,A,THIS TABLE IS BASED ON A MAX AU_M_ WIND SPEED IS SECOND GUST)OF 130 MPH AND MEAN ROOF / HEIGHT OF 35'-0"OR LESS T 'S. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL - W W ;C, WHERE SCRECNS AREAN5NhEISTMASONRYpRIAVING A lSTUCCO,THEY SHALL'BE Q W ATTACHED UTILIZING VIBPA170N RESIBTANTANCHORS HAVING A MINIMUM WITIIDMWL - CAPACBYOF490LBS -- -`-- - - - ' - - - ' ES G The information on this sept of cd struction documents is a relate basic design 1Gll.Awalls,2x4 and FRAMING BO __-_ to be stud gmde or better 16"o/c All other framing materiel Intent and framingdetails. They are intended as a and compliance with cuneate Now sid. ubstitute t be N2 tlouglas fir or baBer. (1995 SBC F`{IG�H WIN EPr' N WDOD FPA E CONBTRTICIIpN(M(UAL for generallyaccepted good building construction details and procedures to enaum a professionally finished,structumlly NAIL PACING sound,and weatherproof providing 9 masonry P ;TOE ± "2.General Contactr to coo dlnalte PI sub contmolors,schedulin Of wofk,antl3' er wde pec!a 6001 Oisls Uotler all Weile amllel t floor stats an direction unlessrP areal conbabtor I5 rosposlble for rovMin sendaM 2 All Wood tramin In canto with concrete or mason to be ressure treated. d01 T DESCRI TIDN _ 4RRAstae buildin codes Tha2.Genton between[renes. Ofharvnse s ecifl 9 g NAILED _ _& tWAC _ .._ p 1 P 1 P 4. 3.The general contactor is responsible for ensuring that all work and construction lumber fio x o sten or solid blocking at a maximum of a-0"o/c for all dimensional CEN G JO�I$7 ibftALLE,IRAFTER__ _MACE NALLELi°__,__ ,_SE- E�3-T EA_t"F.-1'U R " - - - " I"O Z meets or exceeds cunent federal,stat,and local codes,ordinances and regulators, 5. Floor construction,''/V longue and groove plywood subflaor. Finished material to be (%1 WG JOIST LAPS OVER PAR_TrnON_S !FACE NKILEO SEE:TAB�LE 3.7__ EA ONO. _m' ' _ - _- v I W COLLAR TIE TO RAFTER rFAGENAILEp SEE TABLE 34" P-Hli�lE �-� etc. These codes am to be considered as part of the specifications for this building applied over subfloor. Glue and screw plywood decking t floor joists. . _- _- ___ t ._ _- and should be edheretl tb even If the are in variance vnth itis Ian. - _ - _ ME NAILED - &4d EACH ENP 8 8.All window and door headers to be minimum(2)2210 UNasa otherwise s edfled WALL l END MILLED' 2{&Y " EACH END -"' o i BLOCIONG TO RAFTER 114 P RAA BOARD TOTiIIFTER _ 4. Dimensions shall take precedent over scale drawings(do not scale drawings). All interior headers to be(2)2x10 unless otherwise specified. I j 9 9 supervision 9 9 __ __ _ .___ . . _ __._. __ _�._ ...� _ _...._ ....: . . _.,. .. ¢ �¢ 'fOP PLATE T�TCiP pl,A'fE CPACCE NAILED iBd EER.DDY( 5.The designer has not been engaged for construction su erosion and assumes no 7. Provitle full solid blocking under all bearin walls. Tq`P PLATES ATINTERSECTIONS (FACE NAILED - 4 Bd responsibility for construction coordinating WIM these plans, nor responsibility for - B'NISicf STUTI (FACE NAILED 2^iS'd 4 e A .N A ix1 construction means, methods,techniques,sequences,or procedures,or for safety 8.All beams t have adequate bearing at each and or as specified _ precautions and programs in connection with the work. There are no warraMles for a HEADER 1p REAPER FACE NAll6q 1HA 18 dFC'ALONG EDGES 7T1P OR UOTT[361 PLATE TO STUD END NA-(I.ED_ 2 18d _ PER2x4 t?iR1D h beam and intersections to have galvanized hangers. _ BOTTOM PIATE f OOR T v - - -- -4-18 PER 2RRR�ST"'jl specific use expressed or implied in the use of these plans. 9.All flus ) g1 6. Refer to floor plans,exterior elevations,and window schedule r types and ls and mof o be sheathed rfor grade windows. All windows to be Andersen high Performance quality oAtli Weft f approved equals Of 10.Typical OSB plywood,grloup .APA ta ed. Plywood tohspan over all plates and plywood Or BANOJ(x87,END 6005OR GIST. NG -,FACE NAILED -`_ , ,., 2.180 "; -- PER FOOT_ 7. Door and window headers to align unless otherwise noted. FLOOR FRAMING' _ _ �Z 11.Provide insulation baffles at save vents between rafters. JOISTTO SIL FOP PLATE OR GIRDER (TOE NAILED 4.8tl PER JOIST >-! S.General contractor is to ensure that masonry and pretabrtcated fireplace W1561NG W JOFST _ �76ENAtLED bOtl^LL EACf-1 END '- - -- - - �Z construction meets or exceeds all manufacturers specifications and applicable codes. 12. Exterior flashing to be correctly Installed at all connections between roofs,walls, 9LOCKINO TO JOIST - bE NAILED "_ '- 2 pA EACH€ND -- - - -- "-- fa ID chimneys, projections,and penetrations as required by approved construction 9L5CKING 70 SfLLbR 1611 PLATE _ TOE NAkED ILED -SA - EACH B1OCK - "- �pf O 9. neral tor to consult and ordinate with the owner built in items such as bookcases,shelving,ng, p ntry.closets,etc.and the plans for all 7113.General contractor to provide adequate alt¢ventilation and roof vents. AIN JOIST 7MJ018T EAM _ itUt NAAILEDD 3[90 --� PEIft JD(SliPrffjDj6T7 "-" - "'-' --1-- - '""-� hi ' 10.Provide hardwired smoke detectom,with battery backup,on all floors and In each BANG JOIST TO SILL OR TDP PLATE [TOE"NAILED �'- '2-180 - - PEtt F307 - -- --- R .. . . .__ - �lq. bedroom,verify with local code requirements as per Section 8317,New York State 14.Provide appropriate soffit ventilation at overhangs. - -""-"-- Residential Construction Code. Install carbon monoxide detectors as per code, THE safetyGENERAL ulamntslNG NOTES POOP SHEATHING PAN€LS T - -d PANEL �pAT E"TE SUPPORTS HARE- - F GENERAL FOUNDATION NOTES t.Plumbing subcontractor to be responsible for adhering to all applicable code and q INTERIOREONE-1B'O/C-6"ATPANELEGCE5ANO77' r� LD 1. General contactort review plans,elevations,and details to determine intended 8d AT iNWRPF5iATE SUpPORT61NTHE PANEL FIELD O p heights of finished floors)above typical grade 2. If wall plates or joists are bM during the installation of plumbing fixtures or FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING V4r ON EACH SIDE OF THE ROOF PEAK,THE 4'-0" r` equipment provide bracing to be framing back together. PERIMETER EDGE ZONE ATTACHMENT REOUIFiEMEN17i SHALL BE USED - 2.All footings to rest on undisturbed soil. ._...___.____�_____.____; ___._�._.T..__�T.. GENERAL HVAC SYSTEM NOTES _,.-.__._ ,-_ ._..,._�_ _._il m T CEILING iNFATH NG _ _ _ __ _ _ __ � 3. Provide%"expansion joint material between all concrete slabs and abutting OYP6UM WALLBGRD 5d COOLEris T'EWE II t0'FIELC ' 4.Concrete on 4"sand or ravel fill minimum,with 6x8- 10/10 wire mesh reinforcing safety requirements. __-_---_T _--. ,.. ._f._. --,- ,_ ,_ __ - __ -_ ,-_, _ concrete or mason walls occufrin In exterior or unheated interior areas. 1.Mechanical subcontractor is res osible for adhering t all applicable codes and o WALL SHEATMMG } 9 m, 9 STRUCNRAL PANEL$ AT WPE E-'E SUPPORTS IN THE ES ILNp'i2" Q Z Interior to be placed on 8 roll. stabilized polyethylene vapor border. 2. HVAC subcontractor to fully coordinate all system data and requirements with the _ F T _ _ q7 tNTERM DIATE SURPOF$TS1N THE PANELF9iLD 6 o equipment supplier I fid R� i8r t$IC 8' AT PAT�6L EPGSSJrNO iT_. 5. Provide crawl space ventilation per local vide requirements. _ __ ATBJTErj_MEDW7E SUPPORTS IN THE PANEL_FIELD _ Z 3 HVAC subcontractor to provide final system layout drawing and submit It to geneml FIBER80Aftd PANELS 17118' _ Bq "" 3 EI�/87lELD 6. General contractor to install cop-r-tex(or copper)sheet mato termite shields conireulor,owner,and equipment supplier for final review and approval - __ ._ _. 25/32 li�_ 3'EDGE I B'FIE _ - _ - CO between all Wood surfaces that are exposed t concrete or masonry surfaces. GYPSUM WALLBOA'-RD j __ _ _ " _ 5p CpOL€R8 7" D(TE 1111'FIELD '� NEW CODE2F'1NE-18' OIG b�ATPRNELEIC;E3 AND 12"" 7, Dempproof extenor of foundation with a bituminous coater HARDBOARD 8 as per sone end soil . _ ._ . .+_...__ . .._..,_____ _ _. _ATMt7ERMEBNTE SUPPORTS W THE PANEL FIELD conditons. GENERAL WIND PROTECTION CONNECTION NOTES ed I ' R 18"AIG a AT-PAAHEEL EDGES 7wO�2"' Adopted from Standard for Hurricane Resistant Residential Construction; SSTD,10-98 _ MERMASOINT#E PANE{FIELD, ( and 1985 SBC High Wind Edition Wood From Construction FLCDq BLRATHIMG" _ GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction 1 .__. SFRUOMRAL_PANELS 1 OR LESS I _ Btl 8 ,Oil 1�2"FIEI.O 1 Dimensions shall take precedent over scale drawings(do not scale drawings). 1.A continuous load path between footings,foundations walls,floors,studs and roof -r - framing Shell be provided. ._ 2.All interior walls to be coveted With'A"gypsum board with mate[corner minforoing. TABLE 3.4 I __j �TABLI:B 7 _ 1ggs SB MGH WMD EDDION WOOD I 11695 SEC HIGH li/INP�RION QOD FNAh1E"� -� Tape,float,and sand (3 coats) 2.Approved connectors, anchors and other fastening devices not included in the t Standard Building Code,Table 2306.1 shall be Installed In accordance with (FRAME CONSTRUCTION MANUAL _, CONSTRUCTION MANUAL _ _ _ __ _ _ 3.Walls common to Swage and house to have a layer of 5/8",fire rated gypsum board manufacturers necommfntlatons. jHAF?EH SPACING iS"O/c"y"_ - !RAt:'fER SP IC ND 18"O(C''- `1 " ' "'"� LU at garage side with 5'4'return on adjacent walls and ceiling. Manufactured lumber '120 mph FAS�TESF WINDSPEED _ RO'OFPiTCH ROOFSPAN, Z requires 2 layers of 6/8",the rated gypsum board. 3. Metal plates.connectors,screws,bolts,and nails exposed directly t the weather or 7 12 25 26 W subjectto sat corrosion in costal areas,shall be stainless steel or hot dipped ROOF ROOF NUMBER ;12 " -5 8 .. T7 " 14 V 4.All bath and toilet area wells and ceilings adjacent to wet areas t have water galvanized. PITCH " SPAN (ft) OF NAIL$ 4:12 e S 1 t resistant gypsum board,or wall file set on wonderboard or equal. _ 4 12_ 12 ___ _ _ 5.12 3 6 7 4.Where windows,and docs interrupt wood structural panel sheathing and siding, _ _ �16 __4 712 - 3 4 - S: 8 O�Q DESIGN LOAD CALCULATIONS framing anchore or consators shall be provided at the tap and bottom of cripple _ _ -Yb 5 9;12 3 3 4 p studs,header studs,and at least one stud at each side of opening. _ 28 .__ _e 12:12 3 3 4 - h� " LL MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IbsO 5.Ridge straps shall be attached teach pair of opposing rafters except whoa miter � __ ^{{� � - EXTERIOR BALCO IES 60 ties of 1x6 or 20 lumber is located In upper third of attic apace and attach to each pair - ZQ DECKS 4 of rafters, - 5:12 " 2 3 UJ ATTICS WITHOUT STORAGE 30 6.Uplift connectors shall be Provided at each rafter beating. _ _ 18_ _. 4 - r pr N Hg y ATTICS WITH STORAGE 40 - _. 24 S ytiP ROOMS(OTHER THROOMS) 40 7. Floortfloor hold-downs to be provided every 48,and every 16"within 4'of exterior - - SLEEKING ROOMSAN SLEEPING 30 comers. 9E _i z S. Sill Plat to Foundation Anchomge: Sill plate shall be anchored t the foundaton CRITERIA FOR CALCULATION OF DEAD LORD 812 12 3 with anchor bolts having a min.bolt diameter of 6/8"and 3"x 3"x 118"washers. A - - -- ACTUAL 1 A R SR ERE C TO A.LA, t8 3 uF ARCHITECTURAL GRAPHIC STANDARDS032o54t minimum of one anchor bolt shall be provided within 8 to 12 inches of each antl W '- - - �- -^ - -_____4 o � 2Dp each plat. Anchor bolts shall have a minimum embedment of 7 aches In concrete/ 24 masonry tundatpns. Anchor bots shall be located within 12 Inches of comes and at -- -`"" 27 -_ -"5 CLIMATIC AN E HIC DES ,Gift / SNO spacing not exceeding 4 feet ah carter. 32 d J GROUND SNOW LOAD 461bs. --` - - -- -- - -y8 --'y /L UNE. .____________.__ ______ _ _ 12,12.7 12 _ p - c SEISMIC THESE NOTES'ARE GENERAL CONST? UCITON NOTES. THEY ARE NOT DESIGN CATEGORY 1B SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS .2U GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR - AS PER WIND GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. - - -8 - LYl' NF' EkUIO`"4 k`tjlF`C(xTI / T14TE`GGjpE '•v S'"+" E INDSSPEED URE DA GORY 1120 0 mph30 .__ 7-g - _ I 'w RIDGE RAFTER—__ £l. IIOIQi �z� a i w USP RS250 21 � � - j 4I;} l�j I J! A RAFTERYRI_DOMAFTERWITH CT KING STUDS !i RAFTER -_- - -c' STUD RAFTER101 -------- E) _ ILL: RIDGE-- USP RT180R(2)RT7'---- --- - ZI HEADER ---- O p WWW O ,k RAFTER___-_ -0 _ TOP PLATE .— -`« _._- . , �I R �IS TOP PLATE•-- U8P RT3 _.-.__ O pI USP RS250 AT 21 USP RT20- --- USP RS250 AT 18" Q USP LS OR TMU ES- WALL STUB --'_--- WALL STUD _ __._.--___. O USP RS250 AT 12" - l C3 r r 9 >0 JACK STUDS -- "- �o �l -�I to Al RAFTER/RIDGE/RAFTERwrocr B RAFTER/PLATE/STUD B RAFTER/PLATE PLATE/STUD C HEADER/STUD HEADER/JAPKK O a Z n W v O m CO y O O Z O r -- — Z Q POST USP CBE- P.C.FOOTING--=- 2ND.FLOOR WALL STUD-- O 2ND.FLOOR WALL STUD- E) 1ST.FLOOR WALLSTUD- IST.FLOOR WALL STUD- E! - LU W 2ND.FLOOR PLATE---' lk- G POST A CIdOR FOR COVERED PORCHES= W 2ND.FLOOR PLATE---- 1ST.FLOOR PLATE--- O SUBFLOOR---"� SUBFLOOR-- ---- 1ST.FLOOR PLATE- -- e I'''� RIM BOARD - RIMBOARD--- SUBFLOOR ------- SUBFLOOR----- r""+ Z USP KLFTA - USP RS250 AT 36' --- USP RS250 AT 36" -- - - USP R3260 AT I(r - 00 RIM BOARD --- RIM BOARD - Ii EW O , 1ST.FLOOR TOP PLATES 1ST.FLOOR TOP PLAT ES- 0O118LE SILL PLATE POST---------' DOUBLE SILL PLATE - USP MPBF ----- o, �--) Q 18T FLOOR,WALL STUD -- FOUNDATION WALL --EJ FOUNDATIONW4L - -E1 USP PAU --- - i I\IP� ' ' � ('� 1 ST FLOOR WALL STUD--- E) `� W P.G.FOOTING =�CQ) �' a 0322s -1 /�-U O gOFE5 -tnOF ,,/ f � r-, (a)FLOOR TOFLOQR D FLOOR TO FLOOR E STUD/PLATE/SILL E STUDPLATE,_PLATE/SILL G POST ANCHORS FOR DECkS I — w W o