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HomeMy WebLinkAbout44279-Z o�s�FfO(�-�oG Town of Southold 4/17/2021 y� P.O.Box 1179 0 o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41962 Date: 4/17/2021 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 7930 Indian Neck Ln.,Peconic SCTM#: 473889 Sec/Block/Lot: 86.-7-7.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/29/2018 pursuant to which Building Permit No. 44279 dated 10/11/2019 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: alterations to an existing accessory garage(second stoEy storage only)as applied for. The certificate is issued to Dart,Edward of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED u o z Signature L �guffD(,�c TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE oy • �� ' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44279 Date: 10/11/2019 Permission is hereby granted to: Dart, Edward PO BOX 1 Peconic, NY 11958 To: Make alterations to an existingaccessory arae second story storage only) as applied rY 9 9 � rY 9 Y) pP for. Replaces BP# 43011. At premises located at: 7930 Indian Neck Ln., Peconic SCTM #473889 4 Sec/Block/Lot# 86.-7-7.3 Pursuant to application dated 10/11/2019 and approved by the Building Inspector. To expire on 4/11/2021. Fees: PERMIT RENEWAL $364.00 Total: $364.00 Building Inspector TOWN OF SOUTHOLD �SVFFo��.�oG BUILDING DEPARTMENT yTOWN CLERK'S OFFICE oy • �A SOUTHOLD, NY X01 Sao BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43011 Date: 9/6/2018 Permission is hereby granted to: Dart, Edward PO BOX 1 Peconic, NY 11958 To: make alterations to an existing accessory garage (second story storage only) as applied for. At premises located at: 7930 Indian Neck Ln, Peconic SCTM # 473889 Sec/Block/Lot# 86.-7-7.3 Pursuant to application dated 8/29/2018 and approved by the Building Inspector. To expire on 3/7/2020. Fees: ACCESSORY $364.00 CO -ACCESSORY BUILDING $50.00 $414.00 Buildin nspec Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential.$15.00,Commercial$15.00 Date. ® , '? q 111 s/� New Construction: Old or IIPre-existing Building: (check one) Location of Proper4-Mo 1� E_ — d C House No. Street Hamlet Owner or Owners of Property: IJ12v Suffolk County Tax Map No 1000,Section/ Block Lot Subdivision ff Filed Map. Lot: Permit No. l Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: c cl o ) Fee Submitted:$ 5) Appl ca Si nature SOUI,yo * �# TOWWOF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATIOWCAULKING [V FRAMING /STRAPPING [ ] FINAL j ]' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANTPENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: J DATE INSPECTOR 1L g sours — — — — ho� o� # TOWN OF SOUTHOLD BUILDING DEPT. coO765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [Vf FINAL , A-V'f-S [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 1412 W-k i INSPECTORA lllk� �.4 3 i FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) �I H ------------------------------------ 'FOUNDATION(2ND) z t VI 0 ROUGH FRAMING& PLUMBING y INSULATION PER N.Y; H STATE ENERGY CODE FINAL ADDITIONAli COMMENTS Q .5 K 1 O z rn O z d b H TOWN OF SOVTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 L� ' Survey Southoldtownny.gov PERMIT NO. L Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,2 Mail to: Disapproved a/c Phone: Expiration ,20 Building Inspector • LS� DDI PLICATION FOR BUILDING PERMIT AUG 2 9 2010 Date00 12, 11It , 20 INSTRUCTIONS BIRPING DEPT. a. ( appr�caljoW� completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,a curate 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. j (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age t, architect, gineer, general contractor, electrician, plumber or builder Name of owner of premises )14 P-T (As on th tax roll or' atest eed) If applicant is a corporation,.signature of duly authorized officer (Name and,titletof cozporate,officer) Builders License No: ' Plumbers License No. Electricians License No. Other Trade's License No. 1. Locatiq d on whichO2roposedwliv INVN �w' 1 be done ®� House Number StreetHamlet County Tax Map No. 1000 Section Block 71707 Lot • Subdivision Filed Map No. Lot 2. State existing use and occupancy of premisespdinte de se and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable):New Building Addition AlterationX— 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 miffed ocY, specify nature and extent of each type of use. v r� - 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear F r Depth Height Numbed of V 9. Size of lot: Front Rear Dep 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated C4iQ I . 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 pre ises Address Phone No. Name of Architect Address Phone 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO_X1 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) c� COUNTY OF SS'Srr j '� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contrao above named, CONNIE D.BUNCH �— Notary Public,ate of New Ywk (S)He is the No.OIBU6185MO Gblel ed I,,Suffolk L; nty (Contractor, Agent, orporat Officer, etc.) Commission Expires April j4,'R'_t00 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 thi of day of _. 20_ Notary Public ".1-Signature o plicant Scott A. Russell STORAMMATIER SUPMVISOR MANAGEMENT SOUTHOID TOWN HALL-F.O.Box 1.179 53095 Main Road-SOMHOID,NEWYORK 119"71. Town of Southold CHAPrER 236 - STORM WATER AIANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PRCUECT LWOLVE ANY OF THE FOLLOWING. Yes No (CHECK ALL THAT AMY) A. Clearing, grubbing, grading or-stripping of land which affects more ; 9 than 5,000 square Teet of ground surface. B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance- 0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 0 E. Site preparation within the one-hundred-year floodplain as depicted I on-FIRM-Map of any watercourse.- F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the quesdons above,SMF! Complete the Applicant section below with your Name, Signature,Contact lubmation, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES.to one or more of the above,please submit Two copies of a Stornnvater Management Control Plan and a completed Check List Form to the Building Department with-yaw Building Permit Application. te APPLICANT: (Pro Owner,Desi P =tonal,Agent,Contractor,0th S.C-T.M. 1000 NAME 0o -Section Z 77 FOR BUILDINIG NT USE ONLY Contact Information: Reviewed By. — — — — — — — — — — — — — — — — — — Property Address/Location of Construction Work: Date- 7 Approved for processing Building Permit. W01M N)Xl�fx Stormwater Management Control Man Not Required. 7 3 L [,] Stt - - - - - - - - - - - - - - - - - Etc Storaiwater Management Control Plan is Required. El (Forward to Engineering Department for Review.) FORM ` SMCP-TOS MAY 2014 ��o�uf�otx�P� Town Hall Annex �� �E Telephone(631-1802 54375 Main Roado Fax(631)734-9502 P.O. Box 1179 Southold, NY 11971-0959 w cova BUILDING Q..EPMT'MENTI NOTICE OE UTILIZATION.OF-TRUSS TYPE GORSTRU T-110Na PRE-ENGINEERED WOOL) cogsTRuCTioN&-k-T4IFIBER COK9-TRUCTION ®ate: 9i Owner_ r Location of PropeY. rty. Please take notice that the(checLk ap��l�:-line): New residealial istFut tune '° A' _•` ' Addition to eAstir re0idential structure Rehabilitation tip an�Wiing_residenal stnieii;fe to be constructed or performed at th6 6001 �vit'it i� ibe above will Unitize (check applicable fine): _ -� "'� _, a ,w. . •+"_. Y r• . z, s. ' Truss type consfrl icon(fi = , -- _p• -• Pre-engineered�_rtia�cl Timber construc€ron in the followirig location(s)•(check applicable line): Floor flaming, M(O i�WeM;a td. te_ams Roof-It4bin (-R),-. Floor and roof, 'in! (FRS Signature: , Name (pe�®s�,so5en'stf:rtg this f©s:n�j: � Capacity(check applicable line): Owner Owner representative TrussResReg15.d0cx Effective 1112015 (Y o PROPOSED DRYV x\ L ho b� ti 23.0' 5 y EDGE OF EX.PORCH PAVEMENT N 12.0 116.7' v EXISTING 03 h 2 STY. " 00 HOUSE ' N ..... 2 D' EX.PORC T STOF '^ I LI EX.PORCH p zp' ArtMMn 60' 1 —— O ——.� vtmvmr�"r I I uou PILC HAY BALE OR SILT FENCINGPROP SED e.s `a9 1 CONCRETE I - M 1 I WASHOUT LIMITS OF CLEARING TO BE I I ROOF OVER 2D ,� NO MORE THAN 201 FROM I EXISTING STAIRI B'DR WELL PROPOSED WORKAf �-u--�-�• I I ♦ / DAYWELL OIL INDICATED ON SITE PLAN I ! LO ATIO n QPOSED ` ti=a RO OSED R QF OVER ROOF OPRWAY EXTENSION 136.4' I I 22.3' 19POF� E tENSIGN bo �q I ;EXISTING EXISTING BLUESTONE DRIVEWAY N PROPOSED GARAGE I DORMER R CONSTRUCTION CN ENTRANCE Li'^----- -- UTILITY ��p POLED— " S 63031'10" W 190.0' I SITE DATA SCTI"1 * 1000-86-01-13 DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: z PROPERTY: 54501.0 SQ.FT. 1.25 ACRES O ESTIMATED AREA OF 2500 SQ.FT. - GROUND DISTURBANCE: W \ EXISTING HOUSE: 1408.9 SQ.FT. 2.6% \ \ � EXISTING EAST PORCH: 66.7 SQ.FT. 0.1 EXISTING WEST PORCH: 732.0 SQ.FT. 1.3% I f, \ EXISTING GARAGE: 675.6 SQ.FT. 1.2% I O I Q01, N I I / \,q PROPOSED HOUSE ROOF: 55.1 SQ.FT. 0.1% 4 CU.YD. 2 CU.YD. I X89° FC 1 0 PROPOSED DRYWELL: 8'dia,4'deep 6 CU.YD, 2 CU.YD. I I O II TOTAL: 2938.3 SQ.FT. 5.2% 10 CU.YD,. 4 CU.YD. W Q I } I C) MEETS&BOUNDS BY: PECONIC SURVEYORS SURVEY DATE. 10/1996 O I xX �1 N/O/F SAMUEL BABCOCK MARJORIE PRELL WITZ �Q H z z c 1u- 0 STORM WATER MANAGEMENT DETAILS Q I I bo 2SO S/ N.T.S. T—AREA SQ 4 V +i rar.xrocm°mwsu li' pl1 , 4 I CY SIN(;LE BEAD HALF ROl IND GLITTER CD I_ 114J STMTANDBA"R.D 5" " . a N M O ° V) EDGE OF114" PAVEMENT ".I o "�" �EX.PORCH =—�s - FE VCG CYN , .°sm..aiMmrr,Rwm,°sa.w.a O e-•15. ++ H 116.7 n nEx rose rnae°row+nns�°cx rtorrax�ar+ovwx rl 12.0,I �. EXISTING � z> a,,.,un �"�mrow.,e«„�„� � X O vN s"2 STY. v I N / ago wosnnmwsmow. arsno w HOUSE a _ m=i"R—uovu—Aamiswurts Rff Z (.!125.01r� WDRY $' 12.$' z. EX.PORC � .� 0vELLS TO BE SO'MIN. +A�mernan`� AY FROM HOUSE )�0�e6r'u�noaogKreum�tt»gFrpp° E, EX.PORCH �'°°`•"�"°""E"" °�° """ v ( 1.J d Q" _ XI IN I r———— `•' BILCO G`AOS r.l „y,, HAY BALE OR SILT FENCING PROPOSED Bs �Q CONCRETE Z U � 1 — ,Zp E�` 1 1 WASHOUT dl .._. � N I ROOF OVER NO MORE CLEARING TO BE 1 i��i CTI IX) 131 .0 I NO MORE THAN 20'FROM I EXISTING STAIRI — 8'dia.4'd--p CV PROPOSED WORK AS II t / DRYWELL I\•� OIL ^ cO W INDICATED ON SITE PLAN I LO ATIO ` 1 .s~ WELL QPOSED PROPOSED R C?F OVER ROOF W Y OIORWAY EXTENSION 136.4' 22.3' 6° I Ln POSED O /O// E TENSION "n �y� W CN 1 o ;EXISTING EXISTING BLUESTONE DRIVEWAY OV O QI I PROPOSED I1 I �GARAGE 2ND FLOOR U 1 DORMER CONSTRUCTION (V > ENTRANCE N O --- ------ UTILITY IRE POLE(3O'N• y N/O/F '0/ N SAMUEL BABCOCK H MARJORIEPRELLWITZ , S 63031'10" W 190.0 I N/O/F JAMES&PATRICIA JUL 2 i 2020 � IDAWSON PUT.[)T T("SEP' d Ems, 14 \I N SITE PLAN SCALE: V = 30'-0" y� DRAWN: N SCALE: JOB#: 1���� ► N � = �- 7/15/2020 X2.2339 oQ SHEET NUMBER: of S- 1 ® ® ® ® ® ® ® ® Fffl fflll V � NEW DORMER w/ FOREST GREEN ANDERSEN (V (OR EQUAL)AWNING WINDOWC14 F� cq — - -- v NEW T OVERHANG NEW ROOF AND BRACKETS AT SIDE ENTRANCE 77T7— TTW� PROVIDE PRICE V 1 O REPLACE WINDOV4ll �wWITH FOREST GREEN O W DOUBLE HUNG W PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" W Q a 0 ti o u O e^� �• V u 'n O Oro, .� \ u 0 $� Q" Ln U r +� rn co w u p i\ U) CCN N - - - - Ux o � co vz u' T- I ��� ��VINS S�Y 1� -T DRAWN: x� ' 'e' } N SCALE: EXISTING EAST ELEVATION r JOB#: SCALE: 1/4" = 1'-0" J,r` ��: 7/15/2020 -S' 022 Q' SHEET NUMBER: Top -� A- 1 2X8 KING TRUSS W 2X2 BRACKETS N (TYP) SPLAY SHINGLES- N OVER BANDIN I BANDING CEDAR ROOF - - - - - TO MATCH HOUSE 3X3 BRACKETS- RE-SHINGLE BUILDING (MATCH HOUSE) �, W REPLACE DOOR H z � � � v PROPOSED NORTH ELEVATION Q W SCALE: 1/4" = V-0" Q °' o m cN 0 � v v OX tr) v t" ++ PD U x ° � z w � 99 - - - - - - - - - - - - - - - - - - - - - - - - - - C) 0 ! � u N w v .o W W u0-4 U co O � � N 04 IN I i ml � u 11 11 u O 00 LjiI iC w�\� �v IN S�ti - - - - IL I w C� DRAWN: JOB X22339 �� 7/15/2020 EXISTING NORTH ELEVATION 'Foy SHEET NUMBER: SCALE: 1/4" = V-0" A-2 F--'I w I V1 Q W4 v PROPOSED WEST ELEVATION o SCALE: 1/4" = V-0" Q w 0 M m Qj v � c To .2 r' xcz o 00 "o d+ a a� v c00v k.7 H O Cn � � N H N (n [Fffl]] O 1 00 r V7 ,'yi�'•'�- C DRAWN: SCALE: tL i JOB#: /2020 EXISTING WEST ELEVATION `S SHEET NUMETNUMBER: SCALE: 1/4" = 1'-0" 9�F 022338 � Q- O OF h E\4� A- 3 2X8 KING TRUSS i0 W 2X2 %O I U BRACKETS SPLAY SHINGLES �P) N OVER BANDING BANDING TO MATCH — - — - — HOUSE RE-SHINGLE BUILDING (MATCH HOUSE) W F--�� o O PROPOSED SOUTH ELEVATION z u SCALE: 1/4" = V-0" � w cn co Q a 0 v cn m no :� � . v � v - - — - — - — - — - — - — - — - — - — - - - V Ln U 0 w N � w � l � w U C° O Q N � � U � Q O I 00 Al ==9C- - - - Iry I DRAWN: N SCALE: JOB#: EXISTING SOUTH ELEVATION -z 7/1 SCALE: 1/4" — 1�-0" �j�OOF 33��p� SHEET NUMUMBER: NE A-4 I T Ell # -/f-4 7 et ru,u, rP'1z;7.r'.1�T► � w h-� REPLACE DOOR -— - TYPE AND STYLE PER OWNERLu L 2X6 CJ I� IN 1" 3X3 BRACKET ------- (TYPICAL) EXISTING GARAGE --------- VEP I FY ------- VERIFY WITH OWNER TO REMOVE DECORATIVE TRELLIS w Q �-------------------------- -------------------------- ------- Q ,>.'' H Q U H REPLACE SIDING. INSTALL PER MFGR INSTRUCTIONS. PROVIDE OPTION TO REPLACE CEDAR SHINGLES TO MATCH HOUSE.PRE-STAIN AND EXISTING WINDOW WITH TOUCH UP WITH BENJAMIN MOORE BARREL BROWN FORREST GREEN EXT.FINISH ti WINDOW TRIM TO BE ESSEX GREEN. m N O u W OX W rn m PROPOSED 1ST. FLOOR PLAN S N PROJECT NORTH ay w � SCALE: 1/4" = 1'-0" � z u E o v lu� r-' 17) -------- "o cn -------- CA cu v c w v ---------- ---------- um ------- W d= ---------- 00E-' J co LU -------- O V ^O -------- L 11 1CI) X o" --------------------------- - ------------------------- ---------- M -------------- -------- V pOED qac tv�� �-v iN DRAWN: Wr ` N SCALE: EXISTING 1ST. FLOOR PLAN S N PROJECT1 -- .� '°B#: NORTH � 7/15/2020 SCALE: 1/4" = 1'-0" E 9�F 022339 �0 SHEET NUMBER: OF NO A-5 # c L� 1vj'r� r EX.16"WALL HEIGHT -------�i hal i W I ' I ' II ------------------------------------ ------------------------------- -_______------_ ------- i Lu L -------- O -------- V Q n pt -------- 1- N o -------- " LL EXISTING STORAGE -------- zo J � IW N -------- �1 ui Lu Z I g i I W I (2)2X4 I R� (TYP.) z (2)2X6 HDR F�-� n EX.16"WALL H IGHT A21-2 A21-2 A21-2 A21-2 A21-2 �{ Z Z c Q W 31-81/2" 22'-8" FT-81/211 Q G a lk 30'-1" 710, REPLACE SIDING.INSTALL PER MFGR INSTRUCTIONS. CEDAR SHINGLES TO MATCH HOUSE.PRE-STAIN AND TOUCH UP WITH BENJAMIN MOORE BARREL BROWN N WINDOW TRIM TO BE ESSEX GREEN. N v W m �, o PROPOSED 2ND. FLOOR PLAN S N PROJECT NORTH m SCALE: 1/4" = 1'-0" E 16"WALL HEIGHT ,6 z �+ ,n U r+ rn v v ------------------------------------ --------------------------------------- -_____- N w - -------- w -- -- -- 0 0X17'16'CEILING u N -------- Q aU ---_----EIGHT x,0 NxN ----- -- ------------------------------------ -------------------------------------------------- ® Fes) y a� 16"WALL HEIGHT NIN „SHRED q�'C y DRAWN: SCALE: WI' N JOB#: N 7/15/2020 EXISTING 2ND. FLOOR PLAN 5 N PROJECT NORTH 0' 33g o�� SHEETMJMBER: SCALE: 1/4" = 1'-0" E 0F y! z w rw V CHAMPFERED EXPOSED RAFTER TAILS(SPICE TO EX.RRs) 1-3/4X7-1/4 ML I� EXTEND OVERHANG _ RR @]6S IN � RS CEDAR SOFFIT � O CUT RADIUS IN RRs EXPOSED RAFTERS N ir1 FOR SPLAY — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I - _-- I 2 PLYS 1/4"AC SH TG. PROVIDESOLIDBLOCKINGBETWEENRRs-(TYP)-------------------- CEDAR ROOF _ _______ ------- - d ------------ II -------------------------------------- ------------ --------------X w I O I F_ I OO I EXTEND ROOF OVERHANG x I II N II 2'-0'.INSTALL(4)BRACKETS v 12'rad (SEE ELEVATIONS) 00 a 5:12 PITCH r—` tce I W I I I 1 ce I ` II � I O rl II W I ^/ I I N I I O Fl i I I I I ✓✓ 1 1 W „�_ ` Z 1 I I I � REMOVE EXISTING W CUPOLA z U II II z z 11 I o I I I I r- -, - - - - - - - - - - - - - �� U 1 EXISTING RIDGE I I EXISTING RIDGE 2X8 GABLE 2X8 GABLES-1 KING TRUSS � i I I i i KING TRUSS 1 2X12 LAYOVER PLATE(SEE SECTION A-A) 1 I - - - - - - - - - - _ - - - -I I I 1 I I I II 1 I II O I ii II V N I I N 1 1 M >~ O EXTEND ROOF OVERHANG I I 1 1 I I EXTEND ROOF OVERHANG 2'-0".INSTALL(4)BRACKETS I X ce X I ; ; 2'-0".INSTALL(4)BRACKETS cu y (SEE ELEVATIONS) IN 12 eq J (SEE ELEVATIONS) X v I I I m U- m 6 l 1 1 O I I � 0 a 1 1 co tT M O co I I 1.1 I N I O X �pl II O I 1 II tt V r I r — — — -I cC O Ln i � 11 I I 6"OHce IX U L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — —J I w 12"OH (CHAMPFERED EXPOSED RAFTER TAILS `- O _____ ----------- 00 CIO PROVIDE SOLID BLOCKING BETWEEN RRs(TYP) REPLACE GABLE VENTS o` cn — w — — — — — — — — — — — — — — — — — — — — — — — — — — — CEDAR-STAIN-MATCH SIDING y v v HARDWARE CLOTH BEHIND EXTEND OVERHANG p 12 o W N RS CEDAR SOFFIT n1 TO ADD ON INSIDE(VIF) EXPOSED RAFTERS CHAMPFERED EXPOSED RAFTER TAILS(SPICE TO EX.RRs) W Uu 0 cA W QI PROPOSED ROOF PLAN S N PROJECT NORTH EmilN SCALE: 1/4" = V-0" � E i�l U u D gRcy tiN v -7� DA DRAWN: - SCALE: N JOB#: N v ,� } 7/15/2020 0 SHEET NUMBER: c�oFNE�� A- 7 0� r — — — — — — — — — —I 4X4 MAHOGANY I ^� SEALED&FINISHED 1Trad. 12 MORTISE I ® 7-1/4 ML @16-OC 4 23'rad. F•••� BRACKET I — CUT-SPLAY ROOF __ 9-1/2 MI @16"OC 45 deg. 2x6 16" EhISTING HOUSE _ CUT-SPU+YROOF 5/8"DIA. 5'RAD. I (2)2x8 ---— GALV. THRU BOLT 2X6 CJ 16"0 W/NUT&WASHER I 3'x3' (3)2X10 PLUG I BRACKET EXISTING GIRDER I I 1X10 AZEK HOLES I I I TRIM BOARD z 1-1/2"COATED ALUMINUM -101 L — — — — — — - ADA HANDRAILING BY +I r F� FAIRWAY RAILING SOLUTIONS 12"dia.FG COLUMNS I 1 ^ 0 v PH-1-800-598-5245 (MATCH HOUSE) I I V REPLACE WEB-https://www.fairwayrailing.com W/6X6 ACQ POST I I lf1 z EXISTING DOOR FLASH AND CAULK I I x Lu AT DOOR SILL AS _ REQUIRED OO — a •e f V � � w 6a� BRICK FACE (TYP) m EXISTING EXISTING STAIR 16X16 CONC p W PIERTYP) 24X24XI2CROSS SECTION B CONC.PIER Q O F•J � SCALE: 1/4" = V-0" Q U Z W z U CROSS SECTION A U SCALE: 1/4" = V-0" a Q 0 N (u rlv O O O O2" O O O O 2" • • • • 2" O p'U Cn x o m � z w � Ln w 00v FASTENER TYPE: SPACING: No.8 WOOD-SCREW rn U m _ BASED ANCHOR WITH 16"OC "It " ^' U) 2in.EMBEDMENT LENGTH 00 9 coca C4 cu No.10 WOOD-SCREWS BASED ANCHOR WITH 16"OC W 21n.EMBEDMENT LENGTH 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH O 0 • • •• • • 0� Q � 3/4"APA PLYWOOD W SHEATHING 1/T APA RATED SHEATHING U GR%DE PLYWOOD (ALTERNATIME:7/16"O.S.B.) • • •• • • V O 1/2"APA RATED SHEATHING O GRADE PLYWOOD • Q (ALTERNATIVIVE:7/16"OS.B.) • • •• • • O O FASTENER TYPE: SPACING: 2x4 DF#2 No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"OC WINDOW SILL tin.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 WOOD-SCREWS •• • BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH V THAN 4 FEET 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH • H. • • • TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: AND EQUAL OR SMALLER 2-2X4 DF#2 STUDS CONNECTED BASED ANCHORWITH8"OC TOGETHER WITH STAINLESS STEEL THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS 2in.EMBEDMENT LENGTH AND NUTS @ T-0"O.C. No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BA.EMBEDMENTLEH 91,OC tin.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET1/41n ,SHRED AR AND EQUAL OR SMALLER BASE dia.ANCHOR WITREWH r C BASED ANCHOR WITH 16"OC �✓ ! y THAN 8 FEET 2in.EMBEDMENT LENGTH L`v IN SC WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL �L �� �,1i y 7, -A DRAWN: AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING ,� (�N SCALE: JOB#: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" N'A #�eca®�—� 7/15/2020 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STCRY BUILDINGS.PANELS SHALL BE PRECUT TO 0339 �� SHEET NUMBER: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4, 1609.6.5 AVD TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL �� CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. OF ENJ ALL PANELS MUST BE CLOT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A- 8 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS C USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL JACK STUDS RAFTER FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO i SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 209a. STRAP APPLY 0\ER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 I LS210 118ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGERI BLOCKING 024"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP 0. CRICKET AT TOP-SIDE OF RIM BOARD CHIMNEY VENTILATION CHANNEL AS REQUIRED RAFTER SILL PLATE(S) /WALL SHEATHING RAFTERS MAINTAIN SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING 2x4 LEDGER BLOCKING FINISH WALL AND MOISTURE T/� V-•1 STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER - LAP FLASHING 2x4 SOFFIT JOIST o AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA O BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0"' O.C. �.'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER O W SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 0 U 4" - 8" LSTA24 1-1/4'•x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF Vi INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD ^ FLASHING TO FORM CHANNEL W INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR H z SOFFITED EAVE LOCATION USP NUMBER DESCRIPTION APPLICATION _ U 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" ART10 10-3 o. TYDOAN ANCHOR EACH RA TO RAFTER 4 - J ON ALL OPENINGS / ACTION / " x 18 I g EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND � O INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS w 14" - 16" LSTA36 1-1/4"x36` 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDONN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ^ iJ ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL I OF FLASHING nn L W ROOFING LAPS BASE FLASHING 4 INCHES oll BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES oe THROUGH VENT O N WOOD JOIST (mn UO n TOP PLATE GIRDER/HEADER ^ SIDE WALL FLASHING O M •~' 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST W p\ m O AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, r"'I ��-' V AND RAKES -- PROVIDE HEMMED EDGES SO WALL STUD X O H FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS 1z @) US INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION W U 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED m N ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH p O co CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. r"I .� \ RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO �-i INSTALL 4'0" O.C. R4FTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2HIGHER THAN LVL HEADERS CONFORM TO SLOPE '/ O 8" - 16" M57A48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR cz CJ vi PLACES TO EACH STUD r y, Ln U c7l C0 — DBL. TERMITE SHIELDI �—SUBFLOOR 00 O . y SILL GASKET WOOD JOISTS / O ♦ • NEOPRENE �•+ TYP. CONC. FOUNDATION /U CONC. SLAB GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL. POLY • VI I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR �' GRANULAR FILL • V STEEL COLUMN 1/2 " DIA. BOLTS ® 48" o.c. STAG. p n a I a ° :° ` - ` o ♦ ROOF JACK CONC. SLAB •p �•s 1`�♦ STEEL BEAM e•s n ' - �.p ANCHOR BOLT EMBEDMENT: �� I I W .e d :° r POURED CONCRETE: 7'• 4" x 1/4" x 8" STEEL COMPACT FILL V BLOCK WALL: 15" I TOP AND BOTTOM PLATE TT p „ s ROOFING LAPS FSI KEYWAY FOOTING o p • • 4 • 1 FLASHING AT WITH 1/2" x 6" ANCHOR BOLT n• s C•p •'p CONC. FTG. •p Q•p L o' SIDES AND TOP U • :O ANCHOR BOLT CONNECTION USE WIN 3x3 SQUARE WASHERS 1/2" GROUT O I (US LBPS58 OR BP583) REINFORCING BARI I f 3" STEEL COLUMN DRAIN TILE �p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I 1 [j7 SUPPORTING MAXIMUM SPACING FLASHING LAPS 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72` OC p� TYPICAL CONC, FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL OC N " WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24-x24"02" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL I '—SUBFLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR G I USE 2X8 STEEL BEAM FOR BLOCKOUT • 4" SLAB P.T. PLATE Amm. W/ 6X6 WMM \I SLOPE _ 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT 5 • 1/2" AIR (WITH A NAILING PLATE IF NEEDED) ^'+ '• ',�?'� AT END AND a• -" �p 2 • n• :• •• TO BE APROX. 1/2` OR HIGHER THAN yf�p ES OF WOOD p `• STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE • a ''""Q""j"""�"",""'• • • •" 4' : BEAMS O ° °p • • '• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) a a a �o c �. .. 12" 6X6 W.W.M. -Q -a �� 4- �•s _��1 o•• G .p MIN. '•,e0 •� aC •w A•p �•p /Iv .° "*`NOTCH BEAM FOR MUDSILL IFREQUIRED -- MAXIMUM p p O • e • —SUB FLOOR •t cl REINFORCING BAR : NOTCH EQUALS 1/4 DEPTH OF BEAM 0 0 AS ° REINFORCING BAR �•° ° �•.°'° 01S DRAIN TILE 12" 12" - I %.:• SHEET METAL/ 30# FELT UNDER BEAM AT POINT • p�,' ° I ��E?+�1 C� • 3 OF CONTACT WITH CONCRETE OR CONC. BLOCK _ i •i � NO��i1. TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) q4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . �. SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM � � n DRAWN: GARAGE DOOR BLOCKOUT 'Q � /� A SCALE: BEAM POCKET IN � JOB#: � --� 7/15/2020 SHEET NUMBER: � X22339 �� OF tv � A-9 Z GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: N 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING BUILDING HEIGHT (SEE PLANS) W CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Bid nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) TOP PLATE 10'WALL:4-8d COMMON 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE ^ intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABY 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 rW, construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-MC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH LA 80 ^ sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TAB.E 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM-IBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS ( ) FLOORS meets current federal,state,tours and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TAB.E 3.4 EACH FACE INTERIOR LIGHT FRAME STEEL WALLS 5 U360 county g P These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-;BC END I NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 CEILINGS(PLASTER,STUCCO) U360FIRE ESCAPES 40 caw should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) L/240 accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS to ALL OTHER STRUCTURAL MEMBERS U240 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(11301.5)PER 20 SQ.IN.2000Ibs EXTERIOR WALLS(PLASTER,STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 v First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES ROOF(GROUND SNOW LOAD) 20 precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts,Anchor bolt QTY- SPACING P P g P q TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL Sym.: p g FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS 11314 NYS. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d CCMMON 16"O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL rT, in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION Q 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 Qi p 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:, , c FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FLOOR JOISTBAND JOIST2-16d COMMON FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA O rP4 W length adjustment factors in table 3.16. FOOT SEE NOTE:12 1).The General Contractor and Mason to review plans,elevations,details and notes to END 101St OR BLOCKING , GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floors above g 7)-INTERIOR SHEARWALL CONNECTIONS: FLOOD �..�( g () typical rade. FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS xj W z Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL Z U interior shearwalis are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES �.�..{ H.�I QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE O 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: U Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ^ W 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAILNAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5).Unless otherwise noted,all slabs on rade to be 3000 s.i..Concrete to be 2-8d COMMON4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1,3 g P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.C. Bid COMMON 12"O.C. (BOTH FIELDS) P tY 3-16dCOMMO @ e° NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMO JOIST NAIL C:)8x16 cast iron foundation vent for every 150 sq.ft.of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-Bid COMMO PER TOE NOTES N 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL m c1+ O THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. rr') ai N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END C3*N R r +� the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMON X U g P P g• g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, O m u BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. " ,O .E 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2-16d COMMONFOOT SEE NOTE 1 Q tom+ `� p" U Girders on concrete piers shall be anchored with proper steel connectors anchored X O � FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. y CZ to " For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. U E 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL N41L it N Lr) C PP g S g• o° ,, \ TY. SPACING O Edition Wood FramingConstruction Manual. Q Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For r+ .0 \ below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 0 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC '" 4 V v Douglas Fir. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: M U x .� 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE U ^ 0 SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD v otherwise. JOINT DESCRIPTION trs Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3 (BOTH FIELDS) OQ a� Q 4'EDGE ZONE 8d COMMON @ 6"O.C. d COMMON @ 12"O.C. N � v where needed. NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM 5d COOLERS '" O.C.EDGE W Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING Cn 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall W 5).All flush beams/headers al be installed with heavy duty galvanized hangers and PANELS 8d COMMONWFCM-SBC ) g anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16"OSB 3"O.C.EDGE 1"'I bd COMMON tJ 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with O Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. 1) on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD 2 Verify septic stem with the Engineer for Suffolk County Health Department approval.7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r )• fY P Y S ty P pp°"a'• FLOOR SHEATHING: 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). 1� 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Vera with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Int 8).Dormers running up roof rafters are to be supported by double rafters on either side p q g P P Verify QTY. SPACING 2)-USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1"OR LESS 8d COMMO ,2"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 D.C..Use solid blocking in floor joists MIN.44"SILL.AFF under all bearing walls. ) p g pp safety NOTES: NYS Residential Code R302.11-FIRERLOCKING REQUIRED 1 .Mechanical subcontractor is responsible for adhearin to all applicable codes and safe Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided In wood-frame construction in the following locations. U needed. 2 HVAC subcontractor is to fully coordinate asystem data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. l Cn )• AlY dall Y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor v v equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 W 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1).Nailing requirements are based well sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. �+ 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.if Nall sheathing Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge,o obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, r 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. �y adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES• shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. over subfloor as per manufacture's instructions. members shall be doubled,or alternate:onnectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces P " such as shear plates,Shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Reside E D 1 d d b to e reduced tol- 6d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3).All electrical work to comply with 2014 NEC. P 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or IN approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. �� -70 DRAWN. 4 -•1 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&GT 7)^ ci i N SCALE: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP 1' 7Q JOB#: AND BASES.USE WITH FLASHING CAPS TO t COVER TOPS ILP ,A 1 a 7/15/2020 _7X 0223-39 �0Q- SHEET NUMBER: 0 F N EM A- 1 0 IDE71, # fi let 1 � It 1�:1� ?A IRT.r1i1,TF :i1`�Trl�� SITE DATA: SCTM # 1000-86-07-7.3 REVISIONS DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 54,501.0 SQ.FT. 1.25 ACRES ESTIMATED AREA OF 3000 SQ.FT. C== GROUND DISTURBANCE: EXISTING HOUSE: 1408.9 SQ.FT. 2.6% EXISTING EAST PORCH: 66.7 SQ.FT. 0.1% � EXISTING WEST PORCH: 732.0 SQ.FT. 1.3 \ \ EXISTING GARAGE: 675.6 SQ.FT. 1.2% I f � STAIR LANDINGS: - 6 CU.YDS. 2 CU.YDS F� 0 I �� �FOF N O I •�• - o1 Qin PROPOSED DRYWELLS: 8'dia.X 5'deep 7 CU.YD. 2 CU.YD. U ^ I I /,AV I I ^ K ;4 w ^ \ TOTAL: 2883.2 SQ.FT. 5.1% 13 CU.YD. 4 CU.YD. v I I X89 �F O c ,(, MEETS&BOUNDS BY: PECONIC SURVEYORS SURVEY DATE: 10/1996 u o'�F R0 I � z D � o � x I \ I I I } x� N/O/F !cc SAMUEL BABCOCK I 4 MARJORIE PRELL WITZ V C IQ o I LL. IO o W I b� I Ln 23. 5.7 EDGE OF — ° I N EX.PORCH PAVEMENT I I 12.0 116.7 ✓Y v Nb EXISTING f v C^ � z STY. 00 ..... w IHOUSE p fV DATE: .P.T2 12.5' z. s.a� EX.PORCHrEX.PORC rr 1 HAY BALE O6.01 R SILT FENCING BILCO Z FCLUC' LIMITS OFCLEARINGTOBE CTI � �C NO MCRRE THAN 20'FROM - Dr-� PROPOSED R,AS r— - Frfl I IJI.if5�iJ INDICATED ON SITE PUN I r n. ROUGH 1 ( EW GLL i !I 136.4' 3. INISULAr I c50 !� 3 p 4. FINAL Ln BC GO,'WrLEDE Cf". i00 ALL M`i TI L.,1 I;GFCN . ;...1. t E THE \1 II O OEXISTING BLUESTONE DRIVEWAY 'IYORK STATE. [-,101 RLS ,:) �;"�" FOF� Q >' COENTRANCENSTRUCTION N > DESIGN Orsi CONSTRUI:;TI3N {:_RRC)E7. O 0 W STORM WATER MANAGEMENT DETAILS CONCRETE : _ �:-, - — Z 1 2 8'dia. 'dee UTILITY �l R E , SOIL rn `-- _�� zl DRYWELL POLE "'~_0"' GARAGE ROOF AREA;1092 SO.FT. N.T.S. .- Z W N/O/F •o� CATION II1_ _______ ___________ C(3NlPLYWITH ALL CODES 01= [—� AT 100%WATER RUNOFF:183 CU.FT. `' PROVIDE(1)9 DIA X 5'DEEP DRYWELLS SAMUEL BABCOCK S 63031'10" W O CAPACITY'211 CU.FT MARJORIE PRELL WITZ 190.0' NEW YORK STATE & TOWN CODES � zQ W ' AS REQUIRED • L.L�I I S OF � o a SINGLE BEAD HALF ROUND GUTTER I 1�tipFr SOUTH T1 ZBA Q z NOTFs: STANDARD 5" 1 N/O/F r r I>.ExELTmow: JAMES&PATRICIA ,,,� ��`>�vo ._ OUTHOLD TOWN PLANNING BOARD A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES RAVE BEEN PROPERLY PREPARED. DAWSON ~ �('' J �"C O C"r\(A NV OVEN TRUSTEES /// 2).PREPARATION:CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. I �1 {�`-����`` V"O�° {M `• 1 •• �• 8).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: AI { r '`' "tl DRAWN: MH/MS A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. ' I).GUTTER TO BE PITCHED TOWARDS LEADER I"TO 2"FOR EVERY 40'OF RUN. SCALE: 1/4"=I'-O" 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a.COPPER LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND L J 'a• a 1, ' ( I�' �( ALUMINUM:RI ® SITE PLAN JOB#: 13). .ALUMINUM:RIVET AND CALIX WITH A BUTYL SFAUW7 SLIP JOINT p/. � p �— r� CONNECTORS. 7 •I E^,,°" FSR ,w p-°' �.,w.Sr "As�J! August 20,2018 \ 3)CCONNECT ONNECTION WATERTIGHT.SPOUTS OSTORM SEWER SYSTEM AS INDICATED.SEAL . „ �^" i'� �<a ',;'?.,_,t �� �-� I< �� .J SCALE. 1 = 30'-0' - -�=- l33g SHEET NUMBER: DRY WELLS TO BE 10'MIN. 4).PROTECTION: F r g a,.; S s`t! E" A).PROTECT INSTALLED PRODUCES UNTIL COMPLETION OF PROJECT. I 4`En I. 1 OF J O AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. t",r^ Ss REVISIONS — — ® ® ® ® ® ® ® ® ® �0 cO0 mv 0 H ti �N N� a rn 0 s e _ o z PROPOSED EAST ELEVATION SCALE: 1/4" = 1' O H Q w H ao xw O w H Q � � Y i� O I cV D W - — — - Z U U -- -- W 0 Q W Q Z a 0 I 00 �t roc DRAWN: MH/MS N ; N SCALE: 1/4"=1'-0" y 0223'ell' JOB#: ,3 August 20,2018 EAST ELEVATIONEXISTING ofNE WqOSHEET NUMBER: SCALE: 1/4" = 1' A� l REVISIONS e �O O� Hill 0 N 0 ,s PROPOSED NORTH ELEVATION SCALE: 1/4" = 1' Z 0 0-1H A Wz o0 � aw z � W C7 � x conF- pr.,, -- - - — - - -- - - - - - - - - - - - - - - - - - - - O wz Q co I w Y U U - - - - Zoil 1111 , lill 1111 1111. 111 O Nil Jill --Tr— -flullZ4 all 1 11. 1. u Q w o Z 00 G �Ev IN S y� c � fn DRAWN: MH/MS SCALE: 1/4"=i'-0" a N JOB#, August 20,2018 X22339 ��- SHEET NUMBER: EXISTING NORTH ELEVATION °FNEw�° V SCALE. 1/4" = 1 'A REVISIONS 0 0 X00 7-7 0 N � � C/] O o0 x z PROPOSED WEST ELEVATION o SCALE: 1/4" = 1' Q w viz H o0 o ~ � a > Z � w O w E-� Q w Y (D p O I } N O W - - - - Y z rr U U -- - -- C-' Z ZO Q W Z4p a o00 FFP � Z .`SCk i7 4V DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: 9 Q— August 20,2018 w EXISTING WEST E OF N ESHEET NUMBER: SCALE: 1/4" = 1' A®3 REVISIONS O HHH Hill 1 11 1111111 Ll I lJ©o 0�0 N u _ o - x - - w PROPOSED SOUTH ELEVATION z SCALE: 1/4" = 1' H Q Wz o0 w - --- -- - - - - - - - - - - - - - - - - -- Z O w Q <C O Q � - - - - N O LLI Z U U Q W p Q.. o � Z a0Ll ✓' ��.F�ti� 9t DRAWN: MH/MS SCALE: 1/4"=l'-0" JOB#: August 20,2018 W� EXISTING SOUTH ELEVATION �F N E (0 SHEET NUMBER: SCALE: 1/4" = 1' A�4 REVISIONS i 0 B 0 6X6 ACQ POST N 12"dia.CONC.PIER T BELOW GRADE(TYP) Q a M m N m A ; E.E. m � I I 1 1 1 I I I 1 �j� � � w I I I I I II II @WOCII Q O i iQn iQn V O w I I I I 1 n n n u I I I I 1 I IIX'ILANDING I'X 11 I I �I I I IkV it IIN 11 u N I I I I I ILII 111 I I 1 I I 11x11 r2`' ..� 4L_CO)„-.1 0„ L-----------J I 1 20"X20"-CONC-.PIER--- (FACED --(FACED w/�ULTURED STONE) �p w/30"X30+X12"'CONC FTG.- &PICAL) 1 i I '� I p , I r ! 1 ,III � z a o LANDING EXISTING FOUNDATION `'� a O I Q =--- Z Q I I 1 t , 1 1 , 1 �- ---�\ ------- O O 5'-0" ~ Q co i� W Y FOUNDATION PLAN o >_ >BA a SCALE: 1/4" = V °� w ►� z UU SE Z O PROJECT NORTH z W � E3 aZ �'v`IfJJ /`l W N DRAWN: MH/MS N SCALE: 1/4"=1'-0" 52339 l+ FA JOB 0 August 20,2018 OF NE SHEET NUMBER: -5 REVISIONS 0 ©o OO B 0 N 4' 0" A a m M N a � 1 1 1 1 LANDING O 1UP 1 1 4'WIDE STAIR v �: cc 11"TREADS v a x° OPEN RISERS REMOVE EXISTING EXISTING SCREENING w 1 1 1 1 POTTING SHELF TO BE REMOVED U G m w 1 1 ► ------------ 1 1 1 1 1 1 1 1 - 1-----------� 0. I ' Ic I 6X6 ACQ POST iil li BOX IN TO BE 111 I I 10X10(AZEK) IflWn Ilrll r 11I�II �1 oI ::KY @16"OC EXISTING GARAGE - a EXISTINGSTAIRr-------- [a 1110011 DI 111x„ LAN NG TO REMAIN z O I l lryl l h-1 111"I1 ' 111 11 ® -------- 1 ����1111 w -------- LEQGERBOAR,QTOBEFASTENDED - --- ---------------- ., ' 5'-0» 'fOBUILDING WITH TIMBERLOK® I I 1 `-----'-' ;SELF-COUNTERSINKING SCREWS BY OLYMPIC MANUFACTURING 1 1 , ►-� i (2 SCREWS @ 32"O.C.) 1 1 1 1 1 1 1 1 PRO FR( 1 1 1 1 I / I CON 1 1 1 1 TO 1 1 1 I 1 I I I FORF REMOVE EXISTING TRELLIS AND BRACKETS tY I A 1ST. FLOOR PLAN Q O 0 S SCALE: 1/4" = V Y z W W C1 Z z S N PROJECT NORTH Q W E O Q. ^ Z RED ARC (DC7 �rGv IN Sc "� -x: -� * , DRAWN: MH/MS N SCALE: I/4"=I'-0" -,, «: . 'i JOB#: �2� ti`� d' August 20,2018 n `� SHEET NUMBER: REVISIONS �0 �O A 4B )— 0 S-01/2" 3'-0/2" 24'-0" -- -- -- -- -- ------------ M � V 5'-6" 13'-0" 5'-6" r: w CX135-3 CX135-3 --' -'--' - -------------- 0 13 1 " u m 7'-6 WALL HEIGHT __-------- 4'-0"WALL c HEIGHT I - -- c0 - ----- ------ O ---- SET TOP OF WDW AS HIGH AS POSS. z - (5'-2" --------- D J _ Zj o u - -- - - z - E—' Lo UNFINISHED STORAGEce LANDING o - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - -z -------- _ — N O — -- — Lo SET TOP OF WDW XISTING STAIRc N Z AS HIGH AS POSS. TO REMAIN (5'-2" + r- O B Q I Q io 4'-O"WALL HEIGHT A21-2 A21-2 A21- A21- A21-2 7 6"WALL EIGHT 7"TYP 3'-0�/2" 2Z.'-0" 3'-01/2" 30'-1" Q O A 2ND. FLOOR PLAN W � Z Y SCALE: 1/4" = V Z z o W Q ui 5 N PROJECT NORTH Z Q E \��EREDgR e\/IN S C,y% .: DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: 39 �� August 20,2018 �F N E W`(O SHEET NUMBER: REVISIONS 34'-1" 0 30'-1" '-0„ OVER OVER HANG HANG 2X6 RAFTER TAIL EXPOSED)l >Bh nl ~ au 12 n II 5`9/I6 NEW OVERHANG TO SPLICE INTO EXISTING Z "� ^ ROOF.TIE BACK wJ 1 z rnZE � 2X6 AT EACH RR Lu I , (SEE SECTION) p U Z w v W - I 2X6 RA ER TAIL( XPOSED) 1 I ` --- ----- ---- ---- ----- ----- ----- ---- - --- ___-- ____- ____ I II 11 II I "C R I Ir --- -- 12 II I --i II I II d cc � 4 a IIFx N N N N I1 I I I II I I II 1 1 II I I 11 11 I O II 1 1 II j1 RE VE EXIS ING 11 CUPOLA 11 5X7 1 ei I 4 1-344 20 ML RI GE I i3. X7 1.8 O O w OLU NI (I ALL U ER EX[ LNG RID ) IC LUM I 1 [-1 1 1 1 I CV to ►. { QI II 11 1 I I 1 1 1 ! BUILD OUT OVERHANG ^ pay I I 1 O Q I II I I � I I II I cc I 12 I I 1 1 O ce 4.15 2 LL X X X X I I F-1 V II I � 1^I I 11 II II II II II 11 12 I , BUILD OUT OVERHANG I ___ ___ ____ ____ ____ ____ ____ ____ _ 12 2'_0" - -- - ---- --- I ---- -"-- ---- ---- I 11 II 2X6 RA ER TAIL XPOSED) i NEW OVERHANG TO SPLICE INTO EXISTING Z ROOF.TIE BACK w/ O SPLICE NEW RRs V = \ \ w/EXISTING i I 2 O i 2X6 AT EACH RR 17- \ `O i i (SEE SECTION) iC) > II , � 11 O w Y \ \ \ 12 2X6 RAFTER TAIL(EXPOSED) Q �I� o 0 W ROOF PLAN Z w U SOLID BLOCKING 1X6 T&G E&CB Z BETWEEN RRs 2X6 TIES @ EA. _ Nw/ICEROOFING&W ER B BARRIER A SCALE. 1/4" = 1 Z 0 6" UNDERLAYMENT OVER W Q LJ.) 1X3 FASCIA 5/8"CDX SHEATHING Q PROJECT NORTH � °L 1X6 FREIZE BOARD Z EX.FJ EXPOSED 2X6 S N _ RAFTERS E 1/2 ROUND GUTTER w/ 1N 5'-0" WRAPAROUND HANGERS �<C/ n DRAWN: MH/MS r SCALE: 1/4"=1'-0" SOFFIT DETAIL �� �g JOB#: op N ESN'(0 August 20,201 s SHEET NUMBER: REVISIONS EXISTING CUPOLA TO BE REMOVED EXISTING RIDGE - ^ - - - - - - - - - - - - _ - - - - - - - - --- - - (4)1-3/4X20 ML BEAM EXISTING RR w/2X8 PLATES 1212 G ? ��5�#2 tLR @,6^O \` • X8 DF#z RR @7611 C 4 4X12 RRA' `� 4X12 RR 01 o°O @48"FTC `.� @48"OC ------- ----------- ----------- ' rl 12 0 ` Z o H 1FP 2 5-9/16 cnLd EX.SUBFLOOR 2X6 @ U Ln ti ON R" rn '• •' � �• EX.12"711 FJ @161"OC 2X6 RR x Z w PROVIDE SOLID BLOCKING INSTALL WINDOW(S)PLUMB,LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP(IF FOLD HOUSEWRAP DOWN AT HEAD;TAPE @°16'OC U O? LL) PER MANUFACTURER'S INSTRUCTIONS;SEALANT APPLICABLE); HEAD FLASHING:AIR SEAL WINDOW AROUND BETWEEN JOISTS UNDER BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD MASHING ENTIRE PERIMITER ON THE INTERIOR WITH NEW DORMER WALL ABOVE BASED ON RISK FACTORS:IF SEALANT IS INSTALLED SEALANT OR NON-EXPANDING FOAM;EXPAND- m IT MUST BE CHEMICALLY COMPATABLE WITH ING FOAM SHOULD NOT FILL THE SILL PAN. c>r U HOUSEWRAP AND FLASHING, EXISTING GARAGE WINDOW WITH HOUSEWRAP DETAIL 00 7 . EXISTING p• FOUNDATION .'e .. 0 2" 1111 rl r �1 / A i ► SECTION A—A Nm 8 SPAN:ASTENERTESCALE: 1/4" = 1' WOOD-SCREWBASED ANCHOR , I6•« N10 WOW BASE° OWITH 18'« 1n.EMBEDMENT LENGTH r �Q OZ iB/ASESED�ANOu10R WITH M.EMBEDMENT IENGiH _ 3rs'xEnAPA I O I I APA RATED 91EATHING GRA 1 GRADE RYWEED 111 I I (ALTe1NATmvE:7de^os.e.) 4 11 1(1'APA RAIED SHEATHING ,► � i � , �E �000 ( TRNAATNV7/16.0.5.6, FASTENER TYPE: 7X4TuDS ANl]10R WITH le'« ( \� `\ ® Sru°s I WINDOW SILL Ln.EMBEDMENT IENGIH I r 1I r TYPICAL WINDOW OPENING Bid.IQwow-scum f n ,' � BASED ANCHOR WITH Ir« 5{ I M I PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT t LENGT1I I I Q , I I 1 I I I 1 1 THAN 4 FEET ISA OR I6 OC I I I 1 ( + f Ln.EMBEDMENTLENGTH TYPICAL DOOR OPENING _ PANEL SPAN GREATER THAN 4 FEET MNLTTPLEPLYWOODASSEMBUfS F' "d"''PE 5P0•°"� 2-2X4 Ci SODS CONNECTED . BA B WOOD-SCREWAND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL OR GALWNQED BOLTS W/WASHERS BASED WITH B'« THAN 6 FEET zm.EMBEDMENT LL ENGTH AND NUTS @ Y-0'O.C. Ni 10 WOOD-SCREWS , T ' , TYPICAL MULTIPLE OPENINGS EASE°""C°RW H '"« Y ]pM.EMBEDMENT LENGTH ]" PANEL SPAN GREATER THAN 6 FEET 11i AND EQUAL OR SMALLER BASED nncuiMon wrrn I5•a THAN 8 FEET 216 T BEOMENT IaTGTH p } WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) _ O W WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" _ _^ z AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO (� V COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 2X8 ACQ DJ @16 OC Z Z CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. °@ l ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. I Q HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. = r wN -- DX8 ACQ ESO UP �' N 2 2X8 ACQ GIRDER -7 0 0Ld F 22339 6X6 ACQ OF N E W O DRAWN: MH/MS POST(Ti SCALE: 1/4"=V-011 M. JOB#: o 12'1 P'' August 20,2018 s i CONC..r SHEET NUMBER: PIER �;o SECTION B—B ... a'r. SCALE: 1/4" = 1' REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. C� KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD 0 BOTTOM PLATE gg�� RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST O SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON ffALLOPENINGS ON USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. O� 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH INGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTS 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. RT3 OR RT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18— SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC �" N M M WALL STUD THROUGH-ROOF EXHAUST -N VENTS SELECTED AND ;l rcmj METAL STRAP LOCATED BY CONTRACTOR S � o Z F+, RIM BOARD VENTILATION CHANNEL U RAFTER AS REQUIRED O o SILL PLATE(S) RAFTERS MAINTAIN n VENTILATION . , WOOD JOIST V tt rc1 FOUNDATION TOP PLATE BLOCKING • - - - 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA r"' MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. f THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 4" - 8" LSTA24 1-1 4"x24" 20 a. STRAP AND JACK STUDS f SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT / 9 RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/ EXT. PLYWOOD ON ALL OPENINGS f OPENINGS OF 1/4 INCH IN DIMENSION. f INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS / ..� 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWY ANCHOR CONNECT EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36TI-l/ x36" 18ga. STRAP AND JACK STUDS �� e 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWII ANCHOR CONNECT TO EACH RAFTER z ON ALL OPENINGS i O 2ND. FLOOR WALL / - �� M_­l ' RAFTER WOOD JOIST Z O TOP PLATE GIRDER/HEADER u 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST fJr AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION V INSTALL 4'0" O.C. O Z 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q ON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR. U INSTALL 4'0" O.C. RfFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2' HIGHER THAN LVL HEADERS H�1 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD ' �-- SILL GASKET f • 1 TYP. CONC. FOUNDATION ^ CONC. SLAB DAMPPROOF EXTERIOR ` t GRANULAR FILL •POLY1� 6MIL POLY ON EXTERIOR �' • • �, • V '� STEEL COLUMN e v GONG. SLAB I e �•° 1 v ANCHOR BOLT EMBEDMENT: PJURED CONCRETE: 7" e V f I COMPACT FILL : BLOCK WALL: 15" W KEYWAY FOOTING �•e GONG. FTG. p Q`p G e' SQUARE WASHERS WITH 3x3 O ANCHOR BOLT CONNECTION USE(USP LBPS58 OR BP583) Q O _.• —� 4 REINFORCING BAR FOUNDATION :5/8" DIA. ANCHOR BOLT I O O DRAIN TLE p • ANCHOR BOLT CONNECTION SUPPORTING 1 MAXIMUM SPACING _ � � SILL PLATE TO FOUNDATION 1 STORY 72" OC Z (CRAWL SPACE ORFOUNDATION) Y _ TYPICAL GONG. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC U V WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"02" GONG. FTG. (CRAWL SPACE OR FOUNDATION) z Z WALL BOTTOM PLATE TO FOUNDATION ,..- ' l_/, O 1-2 STORIES 57" OC � � .1 f Y, Z V AB- N- RADE t / r-SUBF �E`1 rlv T C !]W. GONG. SLAB DOOR FRAME 6X6 10/10 WWM GARAGE J01 T COMPACT FILL DOORO_ f r l 1 USE 2X8 ST EL M Ji - "'� FOR BLOCKOUT - � •"1� •: 4" SLAB W/ 6X6 MM SLOPE a.t • P.T. PLATE , 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT �� < 1 • e � WITH A NAILING PLATE IF NEEDED 23 Ci •• • • TO 8E APROX. 1/2" OR HIGHER THAN • 12" RAD cp p i 4f s41 p C •• 4 • 4 •• 4 •� S'•t_ p p° °s • '.°. • • STEEL BEAM TO ALLOW FOR SHRINKAGE (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) a a a 0 6X6 W.W.M. 4 O/C N E W DRAWN- MH/MS°O 'e MIN. "IC a 'e A'e �!'e �'• .e ���` e O p ° • �SUBFLOOR SCALE: I/4°=11-0° •• 4 REINFORCING BAR •, D e e �f es II-11 1 •G • ---REINFORCING BAR e�• G O•. eOIST JOB#: DRAIN TILE . p •d s 12^ 'e i_• �� ]r (3r---_STEEL BEAM Allgust20,20I8 s,! PLATE (BOLTED TO BEAM) SHEET NUMBER: a TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) /{4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) //4 REINFORCING BARS. GARAGE DOOR BLOCKOUT A40 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS. USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. 4"MAX. 4"DIA.MAXIMUM 4"DIA.MAXIMUM POST GIRDER/HEADER 0 z _ m •n s ©o o�O POST/COLUMN ► --t Z 12 02"x`12" • �� CONCRETE FOOTING + •+� • M " "• DECK POST FTG.CONNECTION DECKIPORCH RAILING LOCATIONI USP NUMBER I DESCRIPTION APPLICATION STAIR RAILING COST-TO-GIRDERMEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING ti USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING 1�4 � M 1-1/2"SPACE Q' U MINIMUM HANDRAILS M Z GIRDER POST V O GIRDER/HEADER U 0 POST/COLUNN " ••• BALUSTERS RIM/DECKJOIST o CONCRETE PIER "• o C �• : OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS HEADERIGIRDER-TO-POST CONNECTION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 IPOST/BEAM ANCHOR JAPPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDERMIAD,ERTO POST/COLUMN CONNECTION (3)BEAMS IPAU66 OR WE66 IPOST/BEAM ANCHOR JAPPLY TO EACH PIER FLASHING TUCKED UNDER O TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. t/] GIRDER/HEADER PIECE OF SIDING BELOW 2-1/2"DIA.LAG BOLTS W/WASHERS W CONNECTED TO BLDG.@32"OC UNDISTURBED SOIL E..t LAY PLASTIC BASE DIRECTLY ON W STAIR TREAD POST/COLUMN °o UNDISTURBED SOIL(ORGANICS REMOVED) yQ RIM BOARD 00 LEVEL BASE Fr FIT CONSTRUCTION TUBE AND PLUMB /1 O STRINGER FLOOR FRAMING BRACE TUBE 2x JOISTS 11` FILL AS PER MANUFACTURES'INSTRUCTIONS 7 U BLCICMNG FOR JOIST HANGER 111_III_II = POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS III=III III III IIIIII III III III=II C~ y� LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. ► n O H 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �• ' F-�1 O STRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN �{ HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN DECKIPORCH LEDGER CONNECTION DISTURBED/POOR SOIL LAY 4-6"LAYER OF CRUSHED STONE OR ^ GRAVEL F•-� LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTLON TUBE AND PLUMB /.' ' BRACE TUBE FILL AS PER MANUFACTURES'INSTRUCTIONS STRINGER =(==Fir==II I 11= =11=�I= @16" c `III IIIIII III III=III=III IIIII (2)THRU- WOOD JOIST JOIT BOLTS I PW POST d s ANCHOR "dia. CONC.PIER FOOTING o- D PIER 16"TREAD GiRDERMEADER Y a n BIGFOOT SYSTEMS FOOTING FORM • WOOD JOIST IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN O s o > GIRDER/HEADRt GRADE a CONC.SLAB �,Q COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS }- °:� (AS REQ.) d AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT Q °•°a PRESCRIBED iN THE CODE. o'•> FLUSH JOISTS WITH HEADER/GIRDER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FiNDS THIS PRODUCT LL! •a b 8"dia. +°4° DECK PIER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WiTH ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT Z 3'-O" 4 CONC. °.'°' PER PLAN THE PROPER STEEL CONNECTOR. SPLICED JOISTS AVER HEA)ER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. Y PIER r IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION JUSP NUMBER I DESCRIPTION APPLICATION V V TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST Z Z vayv o Z C) Q W o a CLIMATIC&GEOGRAIHIC DESIGN CRITERIA Z HANDRAIL NOTES: DECK& PORCH NOTES: GROUNE WIND SEISMIC FROST WINTERICESHIELD NAILING SCHEDULE All required handrails shall be of one of the following types 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD or provided equivalent graspability. All fasteners,hangers and anchors to be gaivinized or stainless steel. LOAD HAZARDS JOINT DESCRIPTION NAIL NAIL NOTES M (MPH) CATEGORY DEPTH TEMP. REQUIRED QTY. SPACING •��t�EDf7f ,, 1).Type 1.Handrails with circular cross section shall have an ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts MODERATE SUGHT TO JOIST TO: 4-8d COMMO PER TOE F v(� o r 20 PSF 130 B SEVERE 3 FT. 11 NONE SILL.TOP PLATE OR GIRDER JOIST NAIL outside diameter of at least 1-1/4 inches and not greater Girders on concrete piers shall be anchored with proper steel connectors anchored TO HEAVY MODERATE than 2 inches.If the handrail is not circular it shall have a into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. BRIDGING - \ 2-Sd COMMOI, EACH TOE � — \ •`�� perimeter dimension of at least 4 Inches and not greater TO JOIST END NAIL than 6-1/4 inches with a maximum cross section of 3).Posts supporting gliders shall a anchored to a washers a thick concrete footing. CODE: 2015 IRC 2016 NYS UN i FORM SUPPLEMENT BLOCKING EACH TOE Use a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts.Footings Shall ' 2-8d COMMO n s r-s -� dimension of 2-1/4 inches. g g TO JOIST END NAIL be 4 ft.below grade. DRAWN: IVII I/IVI$ BLOCKING TO: EACH TOE 2).Type 11.Handrails with a perimeter greater than 6-1/44).Deck joists to have blocking at 8'0 o.c.. SOIL COMPACTION: SILL OR TOP PLATE 3-16d COMMOP BLOCK NAIL (Pom ' SCALE: 1/4"=1'-O" inches shall provide graspable finger recess area on both LEDGER STRIP EACH FACE ?°.• sides of the profile.The finger recess shall begin with a 5).A minimum of 10 inch Flashing shall be installed between the building and ledger. 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 30001/ TO BEAM 3-16d COMMO JOIST NAIL �J. 0 JOB#: distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts CAPACITY. •2339 JOIST ON LEDGER TO BEAM JOIST NAIL PER TOE Off: AUg1151 2O,201 S portion of the profile and achieve a depth of at least 5/16 at 16"o.c. 3-8d COMMO `r O inch within 7/8 inch below the widest portion of the N ENI SHEET NUMBER: profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. 2).NEW FILL TO BE CLEAN OF CIRGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOiL BAND JOIST 3-16d COMMO PER END inch to a level that is not less than 1-3/4 inches below the CONDITIONS PRIOR TO FILL REMOVE AND ADD ADDITIONAL FILL AS NEEDED. TO JOIST JOIST NAIL tallest portion of the profile.The minimum width of the 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: PER to girder(s). 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95/o PROCTOR DENSITY(PER ASTM D 698 2-16d COMMO TOE NAIL handrail above the recess shall be 1-1/4 inches to a gi ()• o SILL OR TOP PLATE FOOT maximum of 2-3/4 inches.Edges shall have a minimum 8).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE radius of 0.01 inches. for any contact with ACQ. FILL TESTED BY A PROFFESSICNAL AGENCY FOR COMPACTION. A- 1 1 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS. USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. 4"MAX. 1"'•--t 4"DIA.MAXIMUM 4'DIA.MAXIMUM I I POST GIRDER/HEADER ° z POST/COLUMN ss r---^---� Z 12"x12"x12" CONCRETE FOOTING + -•+� ,• �• �o M 7 DECK POST FTG-CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION P?ST T 1 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILING O--GIRDERMEADER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING UE MIN.(2)1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS N ti 1-1/2"SPACE U -•� MINIMUMtt ti HANDRAILS U Z GIRDER POST GIRDER/HEADER o n •> U ^i o RIM/DECK JOIST POST/COLUMN ` BALUSTERS o CONCRETE PIER "•',.' o •+ t~ OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS HEADER/GIRDER-TO-POST CONNECTION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATIONI USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS IPAU44 OR WE44 POST/BEAM ANCHOR JAPPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDERIHEADER TO POST/COLUMN CONNECTION (3)BEAMS IPAU66 OR WE66 1POST/BEAM ANCHOR JAPPLY TO EACH PIER FLASHING TUCKED UNDER O TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. Cn GIRDER/HEADER PIECE OF SIDING BELOW 0-4 2-1/2"DIA.LAG BOLTS W/WASHERS M�I CONNECTED TO BLDG.@32"OC UNDISTURBED SOIL r W STAIR TREAD o LAY PLASTIC BASE DIRECTLY ON POST/COLUMN o UNDISTURBED SOIL(ORGANICS REMOVED) y RIM BOARD o o LEVEL BASE F. FIT CONSTRUCTION TUBE AND PLUMB Q STRINGER FLOOR FRAMING BRACE TUBE 2x JOISTS ..'. FILL AS PER MANUFACTURES INSTRUCTIONS BLOCKIIJG FOR !01ST HANGER POST-TO-GIRDER/HEADER CONNECTION LAC BOLTS G — — — — III=III-111�III-111-III'llI-III=III-11 � H LOCATION USP NUMBER DESCRIPTION APPLICATION RIM 106T/BD. o �— O z 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �• ' h•••� O STRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 1POSTCAPANCHOR JAPPLY TO EACH COLUMN HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN DECKIPORCH LEDGER CONNECTION DISTURBED/POOR SOIL F0-4 -4 LAY 4-6"LAYER OF CRUSHED STONE OR ^ GRAVEL F� LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE FILL AS PER MANUFACTURES'INSTRUCTIONS 51 STRINGER 016" III=III III=III-III=III 111-111 111-11 (2)THRU- WOOD JOIST JOIST BOLTS 1 (ANCHOR 44 POST 4 1 "dia. CONC.PIER FOOTING >• C PIER 16"TREAD GIRDER/HEADER Y �•° 81GF00T SYSTEMS FOOTING FORM 1 < c WOOD JOIST GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN �^� O "�' COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS J Q >- RAD < C(AS R SLAB .4, AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT r— (AS REQ.) -P.A PRESCRIBED IN THE CODE. FLUSH JOISTS WITH HEADER/GIRDER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT O W •a°N B"dia. N a DECK PIER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT Z T-O" 4' CONC. .4-.,.< PER PLAN SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. Y PIER r THE PROPER STEEL CONNECTOR, —4' 4 IF ABLE.SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATON JUSP NUMBER I DESCRIPTION APPLICATION U V V'•° .4. "; TO ALLOW FOR SHRINKAGE. 4% > ', C IJOIST TO GIRDER/HEADER I RTIO ITYDOWN ANCHOR ICONNECT TO EACH JOIST z Z w / O e a> (1�'Y°'1 Z CLIMATIC&GEOGRAPHIC DESIGN CRITERIA ^ z HANDRAIL NOTES: DECK& PORCH NOTES: GROUNE WIND SEISMIC FROST WINTER ICESHIELD NAILING SCHEDULE H All required handrails shall be of one of the following es 1.Unless otherwise noted•ail framing material to be#1 ACQ pressure treated lumber. FLOOD q ngtyP ) g P SNOW SPEED DESIGN ATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN NAIL NAIL or provided equivalent graspability. All fasteners,hangers and anchors to be galvinized or stainless steel. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION NOTES QTY. SPACING ��t..1 1.Type 1.Handrails with circular cross section shall have an }.Girders for deck joists to be bolted or anchored to each ort or ler with washers and nuts MODERATE SLIGHT TO JOIST TO: PER TOE � YP J P P 20 PSF 130 B SE%ERE 3 FT. 11 NONE 4-8d COMMO C-5 v! Girders on concrete piers shall be anchored with proper steel connectors anchored TO HEAVY MODERATE SILL TOP PLATE GIRDER JOIST NAIL outside diameter of at lean 1-1/4 inches and not greater P P P < than 2 inches.If the handrail is not circular it shall have a into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. BRIDGING EACH TOE 2-8dCOMMO perimeter dimension of at least 4Inches and not greater TO JOIST END NAIL _,`� it than 6-1/4 inches with a maximum cross section of 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. CODE: 2015 IRC 2016 NYS UNI FORM SUPPLEMENT BLOCKING EACH TOE 1, Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall ' 2-Bd COMMO dimension of 2-1/4 inches. TO JOIST END NAIL be 4 ft,below grade. • �� I DRAWN: MH/MS BLOCKING TO: EACH TOE 2).Type 11.Handrails with a perimeter greater than 6-1/4 SOIL COMPACTION: 3-16d COMMO ) YP P g 4).Deck joists to have blocking at 8'0 o.c. SILL OR TOP PLATE BLOCK NAIL � SCALE: 1/4"=V-0" inches shall provide graspable finger recess area on both LEDGER STRIP EACH FACE ='�� sides of the profile.The finger recess shall begin with a 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000# 3-16d COMMO 0 9 �' JOB#; P S 8 5).A minimum of 10 inch Flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL � 2 distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts CAPACITY. JOIST ON LEDGER PER TOE O O August 20,2018 portion of the profile and achieve a depth of at least 5/16 at 16"o.c. 3-8d COMMO � SHEET NUMBER: inch within 7/8 inch below the widest portion of the TO BEAM JOIST NAIL F N E profile.The required depth shall continue for at least 3/8 6).Concrete sers shall be a minimum 6"above rade. 2).NEW FILL TO BE CLEAN OF 06GANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL BAND JOIST PER END P q P P g CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. TO JOIST 3-t6d COMMO JOIST NAIL inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: PER to girder(s). 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95/o PROCTOR DENSITY(PER ASTM D 698 2-16d COMMO TOE NAIL handrail above the recess shall be 1-1/4 inches to a g o SILL OR TOP PLATE FOOT maximum of 2-3/4 inches.Edges shall have a minimum 8).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal AND ASTM D 1557). COMPACT'THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE A- 12 radius of 0.01 inches. for any contact with ACQ. FILL TESTED BY A PROFFESSIOMAL AGENCY FOR COMPACTION. REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. VAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie Is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL-3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) Intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACHTOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 33c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES G4: o OO OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16e COMMON END I NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and stab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAILN construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 QTY. SPACING (DESIGNED FOR CAT.C) ti m precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMONU �n TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ►� M M anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all N � e ROOF-FOUNDATION) DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMONJOINTS FACE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE ,.; K w 6).The General Contractor Is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v Z or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 16d COMMON O.C. NAIL Sym.: attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Y SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. v z HEADER TO 16"O.C. FACE M 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel lEd COMMON SMOKE&CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION ��+ U 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC "G m 6).TYPE It EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR length adjustment factors in table 3.16- JOIST,BAND JOIST, 2-16d COMMONFOOT SEE NOTE:1PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ,Z 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES SPACING 2.4.4.2 and 2.2.4 respectively. QTY. 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO11 YES - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE I I TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON D' g 8).CONNECTIONSAROUNDEXTERIORWALLOPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Z 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Q BLOCKING EACH TOE F..� 5).Unless otherwise noted,all slabs on rade to be 3000 s.L.Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 g P 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL FFW--11 6"maximum lifts(layers). P P g W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:13 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. 3 NOTES JOIST ON LEDGER PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: TO BEAM 8d COMMON JOIST NAIL Z N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. PP g BAND JOIST 3-16d COMMON PER END ^ the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be usedU 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. . 2-]bd COMMO P4 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. F_ For framing members with<0.42<G<0.49,the nail spacing shalt be reduced to 6 inches o.c. Z 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing C) Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 R. p g g g members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. �"� U 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE Q SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL JOINT DESCRIPTION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACINGwhere needed. O.C.EDGE NOTE:2 FOR PANEL FIELD SEE NOTES:1,3(BOTH FIELDS) Q� 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. GYPSUM 7" 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of alt6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 1 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES '�'' NAIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 89.Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with heavy du galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall duty g g PLUMBING NOTES PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. 7/16"OSB 3"O.C.EDGE 6d COMMON 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code, GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10"O.0.FIELD O 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. ❑ >- other access openings unless otherwise noted(typical). FLOOR SHEATHING: O W 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. provide adequate bracing and plates to protect and secure the structure.Verify JOINT DESCRIPTION 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fy with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS gd[OM1A0 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Z U Z 1"OR LESS 12"O.C.FIELD 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED �...( Z Z 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: under all bearing walls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) O requirements. and to form an effective fire barrier between stories,and between a top story and the roof space. Z () 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. Q UJ needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. '� ❑ 0- equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor Z 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed _ Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. ` 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requiremerts for structural ti=a� R E adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Ih,, �- �• over subfloor as per manufacture's instructions. �/ `� v X, such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. , �; r jy A 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls andd �'A 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces () ceilings a over furnace to have 5/8"thick type--xsheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. < 0i members.the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. *� � --i DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. t I to be reduced tol-16d nail per foct. a � � N „ 3).All electrical work to comply with 2014 NEC. + ;j SCALE: 1/4 =I'-0' 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of �(l approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. -yam �2��= - JOB#: torch down and R315 of IRC. 1).NE\U FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 23 9 Q- August type material over. .� Au st 20,2018 TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the Fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. O F '( SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR REMOVE AND ADD ADDITIONAL FILL AS NEEDED. N E WQ be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH[AP (5.7 SQ.FT.2ND,FLOOR) AND BASES.USE WITH FLASHING CAPS TO MIN.44"SILL-AFF 2),COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR COVER TOP DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE NOTE: SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A- 13 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. REVISIONS 1 1 1 1 1 I 1 I 1 1 1 1 1 1 P I 1 1 1 1 1 1 I 1 - o c©o o©o '------------- 1 1 1 1 r --------- 1 1 1 1 i- 't -----------, a �— --- -- 1 1 1 / o 1 ------------- t-i r- N 1 1 M i - t3 1 / U M 1 ' + - \---------- ;--------------------------i i ----------_/------------i `-------- GL 1 1 1 1 I t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 REPLACE EXISTING O 1 1 1 1 1 1 I 1 1 SERVICE PANEL w/ 100amp SERVICE -_--_ -+--_ -*- W z 1 1 1 1 1 1 i " \ 1ST. FLOOR PLAN 1 1 I 1 1 1 1 C) u 1 I I 1 1 1 1 1 1 1 1 1 1 1 SCALE: 1/4" = V z 1 - - , - - - �1 / - - - - - - - - - - - - - - - - .- - -•- - - - - - - - - %----- w 1 (Y- T 0 O 0W / � Z Z 0 4k ; �/ Q w p 13- � _ � - - � _ � ' -- - ! Q z ti 0 --Iizji 0 ---iL4-1 D —iw! G�SREDq <v ,BEVIN S �c'� C,y P C) DRAWN: MH/MS SCALE: 1/4"=1'-0" ti JOB#: 2ND. FLOOR PLAN 7 70 _-�3—��, Augc Zo,201 g 3 3 ,�9 SHEET NUMBER: SCALE: 1/4" = V �oF NEW l(o�'