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HomeMy WebLinkAbout43817-Z fat/( Town of Southold 12/17/2019 g P.O.Box 1179 w T 53095 Main Rd 4% X Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40936 Date: 12/16/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 545 Ryder Farm Ln, Orient SCTM#: 473889 Sec/Block/Lot: 15.-4-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/20/2019 pursuant to which Building Permit No. 43817 dated 5/31/2019 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 and additions, including rear deck, pergola and outdoor kitchen, to an existing one family dwelling as applied for. The certificate is issued to Pugh,David&Silvestri,Tina of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43817 9/5/2019 PLUMBERS CERTIFICATION DATED 12/16/2019 Geeme T. Be * Jr. 0 v Oho-d Signature ozj&�a-� TOWN OF SOUTHOLD ��?� BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43817 Date: 5/31/2019 Permission is hereby granted to: Pugh, David 345 E 81st St Unit 10L New York, NY 10028 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 545 Ryder Farm Ln, Orient SCTM # 473889 Sec/Block/Lot# 15.4-9 Pursuant to application dated 5/20/2019 and approved,by the Building Inspector. To expire on 11/29/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $310.80 CO -ADDITION TO DWELLING $50.00 Total: $360.80 Building ector 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: lines,streets,and unusual natural or 1. Final survey of property with accurate location of all buildings,property topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of i%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforminguses, bu lding and unor �usua and or topographic"pre-existine land uses: 1. Accurate survey of property showing all property lines,street 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 Residential$15.00,Commercial$15.00 5. Temporary Certificate of occupancy- Date. 05 1 'Zo 1 New Construction: Old or Pre-existing Building: (check one) _ ,}� j� Location of Property: V U, I� �� FA r'� L ®�I 'Hamlet House No. Street Owner or Owners of Property: �G) G Suffolk County Tax Map No 1000,Section Ir2 Block Lot Subdivision Filed Map. Lot: G Permit No. O Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: eck one) Fee Submitted:$ 5b- Applicant bApplicant St ature i pE SIDUps®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 O sean.devlin(cD-town.southold.nV.us Southold,NY 11971-0959 �` a ®lyC®UNN�,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To David Pugh Address: 545 Ryder Farm Ln city,Orient st: NY zip: 11957 Budding Permit#. 43817 Section 15 Block 4 Lot 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. RJ Corazzini Electric License No: 33419-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 6 Twist Lock Exit Fixtures Combo SD/CO Other Equipment- Mini Fridge and BBQ with Power for Rotisserie Notes Outdoor Kitchen on Back Porch Inspector Signature: Date: September 5, 2019 S Devlin-Cert Electrical Compliance Form.xls Town Dail,53095 Main Load Fax(531)765-9502 P.Q.Box 1179 Telephone Telephone(531)765-1803 Southold,Now York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUM RLD CE+ RT1F1C A T10T11 Buffiding?�►=t No. LI Owner. (please print) - DEC 1 6 2019 Plumber: Lenov--a � lease pixO I certify that theAW used in fe-water supply system conW s less than 2/14 of 1% lead. P r Swom.to before me this Z day of, , 20 NILM' S SG TTotuy Public., � v0Imms r,y'a u 4rU�r Ii/;, HA �Q©azt oF souryO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ( ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ,n [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) �,1. [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �aoe souTyo h� # # TOWN OF SOUTHOLDBUILDING DEPT: _ `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O - REMARKS: DATE it lod-WilINSPECTOR Al'-- RCHITECT 7F MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 www.mksarchitcct.com September 24,2019 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Pugh property 545 Ryder Farm Lane Orient,New York To whom it may concern, I have been on site to review the construction for the aforementioned project. We have completed revised plans,submitted the plans to your office and,to the best of my knowledge,the foundation and framing for this deck and trellis have been completed as per plans and meets or exceeds New York State Code. Please call this office with any questions you may have. Sincerely, > t � Mark Schwartz SEP 2 4 2019 PUIUNNG DEPT. AIA Ntembei American Instirutc«f Architecture FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) .................................. 'FOUNDATION (2ND Vl CIO ROUGH FRAMING& PLUMBING y 1 ' INSULATION PER N.Y. y STATE ENERGY CODE 1a t t9l ✓ J 1 , FINAL I i • I ADDITION41,COMMENTS y� ® .S` V - t v u cw & s— �� f ,Z i ,H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. No Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,9 ,20.E Single&Separate �T� Truss Identification Form Storm-Water Assessment Form 2 Contact: Approved t� v 20 Mail to: °`f I Sel/V��� Disapproved a/crl ^ (i ,Phone: 73" l d e E io —H" 2 DLe .5 i B ' in nspector MAY 2 0 2019 APPLICATION FOR BUILDING PERMIT 'TOWN U-9 SOIJ'.�J&") Date INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship-to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a'Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk-County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or-for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or,name,if a corporation) (Mailing,address of applicant) State whether applicant is owner, lessee, age,(! ge( architect gineer, general contractor, electrician, plumber or builder Name of owner of premises L) P�& (As on the tax roll or latest deed) If applicant is a corporation,,signature of duly authorized officer (Name and.title:of;.corporate.'offlcer) Builders License No. ,.5,. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 54-5 r-yoi�z)2 tA HouseNumber Street Hamlet, County Tax Map No. 1000 Section �7 Block 04--- Lot I Subdivision Filed Map No. Lot j i 2. State existing use-and occupancy of pre •ses and intended use and occu ancy of proposed construction: a. Existing use and occupancy (, �� � i i b. Intended use and occupancy ay> i rl d i 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work L-L-1 S -nvYJr IR c (Description) 4. Estimated Cost Fee s-r�ivs (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 busines_ commercial or mix d cupancy, specify nature and extent of each type of use. j 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front r `�Rear Depth Height Number of Stories- 8. tories8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot:Front R� Depth _.. 10. Date of Purchase Name of Former Owner 11. Zone or use district in which,premises are situated �® I 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 j T14. Names of Owner of premises Address Phone No.91 �ObJ Name of Architect (,� n- Address Phone No .(n 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,ItEQUIRED. j b. Is this property within 300 feet of a tidal wetland? * YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. i 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 5yFF06 a ' �M IG being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.13UNCH (S)He is the Notary Public,State of Now York o A1595D (Contractor,Agent, Corporate Officer, etc.) (dual in-�Jff11Suffolk County Commission Expires April 14,290 j 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 belie and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi QJ A) day of 20 I'l Notary Public Signature of Applicant r i l Scott A. Russell ��,4 � STORMWATER SUPERVISOR MANAGEMENT SOUMOLD T0VM HALL.-P.O_Bax]279 -SounaOL mw'yOEK um Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE A JY OF THE FOLLOWING-. Yes No am Ali.THAT n�.n A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling 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_ ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one--hundred--year f loodplain as depicted - on-FIRM-Map -f-any wvatercoume: 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 answerW Nam 9k of the quesUom aboM SWI tompWc the Apply mcdon below with your Name, „ Slgn hue,Coubd hfumatiou,Dabs a aoanq Tax Map Numba! Cbm0ar=toes nd apply to your F - If YOU answered YES_to ane or more of the abort,plum submit Two cWies of a M mwater Mwnmcd Coubd Plan and a c ompiebed Cbc&List Faaom to the Bt lftg Deparftcat wiff-y—w BWldkg Permit Applicalllom A scnrnr: WMP"oma;De:*M Prot'es wmL ATmIk Cita;olid S.C.T-M- 1000 Datm NAME: � � �- D 9 05 lZo I I Section - Block La 3 I r v-75-Y7 -70 FOR BUILDING�DEEPPART HENT USE ONLY C«n�ct lnrournatwm Tde7�i0.sen, r— Reviewed By: - - — — — — — — — — — — — — — — - - Date Property Address I Location of Construction Work- — — — — — — — — — -- — — — — — — (� y 1, ,/) r��� � N G_ (M Approved for processing Building Permit. 1-� 1✓�iF� T�7 1 L.Phk Stormwater Management Control Plan Not Required. --� I F1 (Forward Management Control Plan is Required (Forw+ard to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 g Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(a-_)town.southold.ny.us AP:P;(C-ATION FOR ELECTRICAL INSPECTION S << Date: - REQUESTED-BY: -- - —oZ � Company Name: Name: License No.: email: Address: 3 2-o o,ell Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Pon Address: y f Zi r`-+ L�• e�21'12 Cross Street: Phone No.: Bldg.Permit#: 113(9 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) / �7J/f �l«,�✓iG��S� 63� A120 J,, /C'C .//S a � �'� ®�iicJ Circle All That Apply: Is job ready for inspection?: NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs (�� REVISIONS: FfIA ( ` A A 34'-10" 19'-4" 7'-9" 7'-9$$ 19'-4" 7'-9'$ 7A, ' ' „ „ 18'-4„ 7 _3” 91-2$1 91-20$ 71—St W6X12 STEEL GIRDER.2X4 ACQ TOP PLT. BOXED IN '� (2)2X12 ACQ GIRDER (2)2X12 ACQ GIRDER , ,%`�, ,' �• (ALT: (3)2X8 CEDAR w/1/2"STEEL w/2'X2'ANGLE SUPPORTS) 16X16X36 CONC.PIER ' 0 0) '' ,' , w/(4)#5 VERT REBAR `` ^ 1 0 (STIRRUPS COLUMN O CONTINUE / WOLF OG36 I o TO PIER, (ANCHORED) k" I 'QFC 36"OD GRILL I ,' 3'BELOW GRADE (TYP) q I� /V +\ Q O WOLF 5613 9(`� '� 00 ' +1,tiS� d�b d dna d 36"OD GILL ,� 11'-8" N R11'-10/4" 10'-33/401 16 " �01 OUTDOOR 11�1\4 - 1, 1 O O O O (( )) - - - - - - - - - - - — - - - - - - - — - - - � - - - - - - 0 0 0 0 0 �i SINK i yI �+ p� Fo � q�� �15 � (4)2X12 ACQ GIRDER (4)2X12 ACQ GIRDER (4)2X12 ACQ GIRDER ' 16X16X36 CONC.PIER w/(4)#5 VERT REBAR O u SUB-ZERO UC-24RO (STIRRUPS @ 8"OC) zo , ' 0D 24in OUTDOOR UC (STEEL COLUMN TO CONTINUE ' ' I ^� N REFRIGERATOR TO PIER, (ANCHORED) 0 I N1 2X2 CEDAR SLATES Ca8"OC 3'BELOW GRADE(TYP) 0 i 00 N � i 00 I ZBIG GRNEEN EGG � ' O 4X4X1/4 TUBE STEEL POST LARGE e O 0 11 —8 11'—10 1/414 91— ,—71/2�� 1 —21�l I BOXED IN (TYPICAL) I O C+ I� TOP PLATE TO WELD TO GIRDER r__ Al6 -- - _ __' - - - - - - -Af'*.RI4 - - - - - - - - -- - -a�@' _ - - - - I - - - - - _ - _ - � � � � � � W6X12 STEEL GIRDER.2X4 ACQ TOP PLT. BOXED IN I I ; ( ) Q - (4)2X12 AC GIRDER - 4 2X12 AC GIRDER Q (4)2X12 ACQ GIRDER I , , (ALT: (3)2X8 CEDAR w/1/2"STEEL w/2'X2'ANGLE SUPPORTS) I I I I , , I ' ; 16X16X36 CONC.PIER 0 ; ; ; 8 —0 w/(4)#5 VERT REBAR i w (STIRRUPS @ 8"OC) , I �,_O„ 01 ABOVE DECK I I ON zo (STEEL COLUMN TO CONTINUE 00 3 LOCATION ; 00 ; ; TO PIER,(ANCHORED) , , 3'BELOW GRADE 2'I NEW PROPOSED ( ) 1/2"1 ® o 4'-9" cc OUTDOOR SHOWER Lu , ; LEDGER BOARD TO BE FASTENDED v ' ' TO BUILDING WITHTIMBERLOK® 00 ------- ------------ SELF-COUNTERSINKING SCREWS x I I i ; N BY OLYMPIC MANUFACTURING 8"dia CONC PIER REPLACE EXISTING LEDGER BOARD w/min 2X8 ACQ, FLASHED(TYP)SECURELY FASTENED TO CODE ► I I (2 SCREWS @ 32"O.C.) , 00 w/4X4 POSTS ANCHORED 0 ' I ' DRAINAGE PER SCHDS CODE BENCH , 1 Q v o A A C w H w W w C � N o P-� v M rl OU i-----------------------------------------------i O e�-� +O+ x @ m v PC, 1 , d+ V Zz <1 < B B 0 - LoU m I I 0001 \� o � I , 0w #5 REBAR @12"OC f~ A DIAT FTG(TYP) wi / ALL FILL BENEATH CONCRETE SLABS TO BE �P/ COMPACTED TO 95%RELATIVE DENSITY W V 8 RR @16"OC/ �7 D RE VE EX.ST O ASTM D-689.COMPACTION TEST AS NECESSARY. [� I o 2Xi16" � pN C STO w/ O N iii 1�_O, 16"X8" G. /(2)#5 1uN„ , REBAR 3/B OW GRADE V(2R r� 8”FG COLUMN w/ D 0 7-------- =--= ' ' 4X4 ACQ POST(TYP) , FOUNDATION PLAN F1A36 , ;___________ ____ STEPS_ 1ST. FLOOR PLAN SCALE: 1/4" = V-011 80—Opo SCALE: 1/4" = V-0" B t� l � Q) x BJLV p . IN DRAWN: MH/MS SCALE: (YA �` f •- x� ; JOB#: ' I 6/6/2019 rF' SHEET NUMBER: t ^ t V J D C� w A-5 6('Ad REVISIONS: SITE DATA: SCTM # 1000-15-04-09 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 25828 SQ. FT. 0.593 acres W ESTIMATED AREA OF 3700 SQ. FT. 190 . 5 3 ' N 01034'00" GROUND DISTURBANCE: UTILITY - - - - - - _ _ _ _ _ _ _ _ POLE - EXISTING HOUSE&GARAGE: 1454.0 5.6 % OVERHEAD WIRES OVERHEAD WIRES - — UTILITY / EXISTING REAR DECK: 654.4 SQ. FT. 2.5 POLE DECK ADDITION: 143.2 SQ. FT. 0.6% 6 CU. YD. 3 CU.YD. / COVERED PORCH 32.0 SQ. FT. 0.1 % 6 CU. YD. 2 CU.YD. / O I • ° + O DRYWELL Tdia., 2'deep - 3 CU.YD. 2 CU.YD. I TOTAL: 2283.6 DQ. FT. 8.4% 15 CU.YD. 7 CU.YD. W N o MEETS& BOUNDS BY: PECONIC SURVEYORS SURVEY DATE: JUNE 22, 2011 M I I H I APPROVED AS NOTED DATE:S 31 B.P.#_Y3jL2 ELECTRICAL IN,SpECTI®N REQUIRED Z FEE: 3/- ' BY: - - - ---------- -- -- --------- -- -- --- --- -------- - - - --- - - --- -------- --- -- ------- -- - - -------- -- - -- ------- I NOTIFY BUILDING DEPARTMENT AT o 765-1802 8 AM TO 4 PM FOR THE------------- ---------------------- ------- ----- - --- --- --- ---------- -- -------- ---- ------ - - -- -------- �..� FOLLOWING INSPECTIONS: NEW STEPS EXISTING DECK TO EXPAND AS SHOWN ' 1. FOUNDATION - TWO REQUIRED ' 19.3' CONCRETE WASHOUT ; I FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING Q TOP SOIL 3. INSULATION 4. FINAL - CONSTRUCTION MUST REPLACE DECK BOARDS i j I I �' REPLACE EX. PERGOLA ; , BE COMPLETE FOR C.O. All exterior lighting I j I I 1 I ' ALL CONSTRUCTION SHALL MEET THE installed,replaced or REQUIREMENTS OF THE CODES OF NEW repaired shall conform YORK STATE. NOT I j l l l l l l l l l l l l l i I I NEW OUTDOOR KITCHEN , RESPONSIBLE FOR to Chapter 172 DESIGN OR CONSTRUCTION ERRORS. of the Town Code //� ' j Illililllillll j ' / b61 - NEW STEPS II I I I I I I I I I C - ----- - 0 I I i l l l l l l l l l i l l l l I; EXISTING ' 2ND. FL. 8.0' REPLACE EX. w z NEW STEPS—0 ,I DECK ;I ,/ b O.D. SHOWER a `------------' --'-------- 35.8' - `t 4'8.5 COMPLY WITH ALL CODES OF ►� • - -- -- - - - - - -- - - --- - -- - ------ TOO20.0' --- - ----- --- - - - NEW L94 YORK STATE &TOWN CODES RETAIN STORM WATER RUNOF _ ------------ - - ¢ z •� � I AS REQUIRED AND CONDITIONS OF �PURSUANT TO CHAPTER 236 w C72 � � OF THE TOWN CODE. rr► EXISTING 2 STY. I EXISTING - "' E I TRUSTEES a FRAMED HOUS GARAGE N i)( i`I � tn illi - II 1i I 20.0' __ - 35.8' // HAY BALE OR SILT FENCING W OCCUPANCY OR _ ` "_ ---- RC.H LIMITS OF CLEARING TO BE �' U,")": IS UNLAWFUL ' -- — r, TOOO ' NO MORE THAN 20' FROM v 56.E ,, - - - - -.- l�. JHOUT CERTIFICATE m " 0) ._� �_� � PROPOSED WORK AS O � •� a; u 32.0 SF AREA $ Q' INDICATED ON SITE PLAN OF OCCUPANCY m TOP SOIL 100%, 22"/HR = 5.3 CF -i ° "�' CONCRETE INSTALL: 3'dia, 2'deep DW o x o WASHOUT i ri u CAPACITY - 9.8 CF EXISTING STOOP TO _ v M w Lr) ° r+ ,c BE REMOVED. BUILD DRIVEWAYm NEW COV. PORCH I` 0 Lri 00MM n A .� M C) M W Ln U M v v CONSTRUCTION ENTRANCE S 01034'00" E 153 * 85 ' b- 'T 0 N A L d �M jJ _qD� SITE PLAN ti� n� -�� �� nRAwN: MH/Ms SCALE. 1 - 10-0 O ,�� s NISCAL��� y��b JOB#E t 4/15/2019 SHEET NUMBER: S-1 REVISIONS: F JLO E-1 H mom Ji L-Jt- FRONT ELEVATION SCALE: 1/4" = V-0" w � a � o w w � x o 0 m � O � V pa rn v V as �. v Cc (n" CA 0W H SLIM N EXISTING FRONT ELEVATION f-:D ARCtii� SCALE: 1/4" = V-0" DRAWN: MH/MS _ SCALE: '9 2339 O� JOB#: TF O F N 4/15/2019 SHEET NUMBER: A- 1 REVISIONS: iO(-7 f _ W 0 I^-�I H RIGHT ELEVATION SCALE: 1/4" = V-0" � a � � � z w Q w � O 0 M N V - � o" -p z o v ~' L, U N � w � a H ► U O N P U P gE EXISTING RIGHT ELEVATION \1IN qR ��5 �Ev�N SC C�i� SCALE: 1/4" = V-0" �� til DRAWN: MH/MS N SCALE: � JOB#: 4/15/2019 OF N SHEET NUMBER: REVISIONS: i - jr O M-� _ W Q Q REAR ELEVATION SCALE: 1/4" = V-0" W � � o O QW � � o 0 v mac ° rn r u c7N� M M o � u � z w i � v roo cz [2 Lf-) U01� v N Wr. v W L) W O N V EXISTING REAR. ELEVATION SCALE: 1/4" = V-0" FLED q v W SC N DRAWN: MH/MS / SCALE: JOB#: 4/15/2019 OF N E� SHEET NUMBER: A- 3 REVISIONS: F` )C-----I D - O o � o o - - 0 0 a a - o - �� o - o o - o o - 0 0 o 0 0 � o � Z 0 0 a o ~ o�o 0 o W �oo o H 000 00o a 000F- - - 0000 0000 0 0000 0 �!1 0000 0 0000 - �000 0 0 0000 o Q �000 o - 0000 � LEFT ELEVATION SCALE: 1/4" = 1'-0" w Z Q w � O 0 m M aj o m o {~ x ocuoo V cts U) U N H u o N V x EXISTING LEFT ELEVATION SCALE: 1/4" = 1'-0" RE� R S �y� c� C N DRAWN:MH/MS SCALE: �� p22 39 COQ- JOB#: 4/15/2019 OF N SHEET NUMBER: A-4 REVISIONS: A A 01 34'-10" 7'-9" 19'-4" 7'-9" 7,_8„ 7,-8„ ,-0„ ff 51_2„ ,_0„ W6X12 STEEL GIRDER 2X4 ACQ TOP PLT. BOXED IN l `� I O (ALT: (3)2X8 CEDAR w/1/2"STEEL w/2'X2'ANGLE SUPPORTS) �' `�, (2)2X8 ACQ GIRDER _ (2)2X8 ACQ GIRDER _ �.� 4 12"dia.CONC.PIER ` 3'BELOW GRADE(TYP) Q U I I rn " r ' Il WOLF OG36 I O \ 'aQ� 36"OD GRILL r I ,'� �O `REPLACE EXISTING 00 J�f� XAS REQUIRED ^� SOP` ' F� WOLF SB13 y0� . ' +4s 6 0 d b�d ��� 36"OD GRILL O T\` .'� / nxi Q v OUTDOOR V O O OO O SINK ' Lu ' � ' ' ' 2 2X10 GIRDER ,". � � v ' • O `r` ( ) (2)2X10 GIRDER ` FNA "10 "la - - - - - - o-;- - - - - - - i; ;- - - - -;-o-;- - - - � �o+- -- - - - =i W EX.ALL POSTS&PIERS GC TO VERIFY AND ' l p REPLACE AS REQ. O h--i v SUB-ZERO UC-24RO (MIN.3'deep,ANCHORED `4 I = 00 24in OUTDOOR UC :N " ' TO PIER,CAP TO GIRDER i N REFRIGERATOR 0) w/TY-DOWN STRAPS p N2X2 CEDAR SLATES(@8"OC I O� JOIST TO GIRDER(TYP)) x OD � N 00 11'— N , ' BIG GREEN EGG - 11 —8 11,—101/4u 9'— ,—71/2 O 4X4X1/4 TUBE STEEL POST LARGEa O ' 1 O 1 BOXED IN (TYPICAL) I �, C I� TOP PLATE TO WELD TO GIRDER , . (2)2X10 GIRDER , , (2)2X10 GIRDER .". . . (2)2X10 GIRDER c1-C3+- - - - - - -� f�� - - - - - -�0 *- - - - - -�� i - - - - - - -f��-- - - - - - -�—i F--I - - - - - - - - - - - - — - - - - - - - - - - - - — w- - - - - - — - — W6X12 STEEL GIRDER.2X4 ACQ TOP PLT. BOXED IN ® ®I ; `- `- `- El `- El ^ I , , (ALT: (3)2X8 CEDAR w/1/2 STEEL w/2'X2 ANGLE SUPPORTS) 16X16X36 CONC.PIER ; ' I I o 0 ' ' ' 8 -0" v0 w/(4)#5 VERT REBAR i i C4 „ (STIRRUPS @ 8"OC) 8'-0� a ABOVE DECK = ; (STEEL COLUMN TO CONTINUE 00 i 3 LOCATION 000 TO PIER, (ANCHORED) i I ' I 00 Y BELOW GRADE P ' ' " NEW PROPOSED I I .o � ) I 2 —11�/2 4 —9 OUTDOOR SHOWER ; N (2)2X10 GIRDER (2)2X10 GIRDER (2)2X10 GIRDER NI I`[}+- - - - - \-E3--- - - - -;E�- - - - - -;0�- - - - E��- - - - - - -+`E]-� \ I 8"dia CONC PIER I ” —REPLACE EXISTING LEDGER BOARD w/min 2X8 ACQ, FLASHED(TYP)SECURELY FASTENED TO CODE ► I , �- �- 00 w/4X4 POSTS ANCHORED �- , � ' I � DRAINAGE PER SCHDS CODE � , BENCH , 1 W A Q w C A ►� w z H C � W � � o Qn LL— Qn 0 v m 'j' r� o V •-----------------------------------------------, P� c M O op' I 1 P. >0 ca V EA I (�. 4, "1 IL uo i , � B , I B In U 00 v ' 8 0" o N I i - � W #5 REBAR @12"OC �+ „ AND AT FTG(TYP) IT ALL FILL BENEATH CONCRETE SLABS TO BE 2X8 RR 16"OC ILI u III 4 COMPACTED TO 95%RELATIVE DENSITY W p EMO EX.STOOP ASTM D-689.COMPACTION TEST AS NECESSARY. p II o J 2X6 @16"OC iii p PC STOOP w/ Q III N nl p 16"X "FTG.w/(2)#5 III II' 1'—Q" f REBAR 3 FLOW GRADE V III n, VIII III" 2X10 GIRDER 'll 8"FG COLUMN w/ D O ___ __ __________ ' ' 4X4 ACQ POST(TYP) "I F___________ ___ _ _ _; FOUNDATION PLAN N F�A� , 1ST. FLOOR PLAN- ----------- ---- STEPS__- ' SCALE: 1/4" = V-011 8'—0 SCALE: 1/4" = V-0" B cnu x B S,,�RED A)ye v w n = 'I DRAWN: MH/MS I - , SCALE: -yj 02 JOB#: OF NE��0 4/15/2019 SHEET NUMBER: A-5 REVISIONS: 12 2X2 SLATS @8 OC - - - 2X8 CEDAR (OR AS SPECIFIED BY OWNER) PERGOLA JOISTS @16"OC W6X12 STEEL GIRDER BOX IN GIRDERS (MATERIAL PER OWNER) w/ 2X4 ACQ PLATE W6X12 STEEL GIRDER TIE DOWNS (2) 2 0 GIRDER WELD POST PLATE w/ 2X4 ACQ PLATE AT EA. JOIST TO GIRDER (TYP) TO ALL GIRDER w LOCATIONS 8X8 FG OLUMN 4X4X1/4 TUBE 4X4X1/4 TUBE ocl 4X4 AC POST STEEL COLUMN STEEL COLUMN 0 (BOXED IN) (BOXED IN) 0 BLUESTONE OR AS 5/4 COMPOSITE DECKING Q SELECTED BY OWNER � --------- SISTER/ — – – - - EX. JOISTS EX. JOISTS 2X6 AC DJ 16"OC ° •�i, a, �, SISTER/ BLOCK NEW JOISTS 4S 41 WITH EXISTING (TYP.) MAX. 30" FOR NO RAILING a v I 811 PC 4ALL C' (4) ANCHOR BOLTS ( COBOLTS— AT EA. BASEPLATE p AT BASEPLATE Ap � O ( `' ' P) (TYP) ' P) 16"X8" FTG 4s a ° (2) #5 REBAR a o — a� ab 16X16 CONC. PIER 16X16 CONC. PIER 16X16 CONC. PIER (4) #5 VERT REBAR) (4) #5 VERT REBAR) (4) #5 VERT REBAR) a �. Dr D . A-ASECTION WW SCALE: 3/8" = 1'-0" a 2X2 SLATS ECTION B- B 2X6 PERGOLA JOIST SCALE: 3/8" = 1'-0" L "-1 (2) 2X6 GIRDER 5/4X6 CEDAR CAP o 1X3 CEDAR M N 3 o TRIM 01 I � M O -+ S>r u II 4X4 ACQ POST E M � � � U 2X4 HOR. I _ N BRACING 1X6 TG&VJ -0�� w CEDAR SDG. BENCH `n w 1X4 CEDAR V 2X4 TRIM O @ 16"OC II STONE DRAIN SURFACE N � Win .°ro,• a � Vie .°ro V'"'''ti III I 111111 I I I 10 1111111 I ; D �a , 111111110111111 11 VIII CONC. SLAB OVER <4 ° COMPACTED CONNECT TO x STONE BASE DRYWELL AS .0 4" is .0 31_011 REQUIRED BY d , ADS PIPE SCHDS ,Qo 8" DIA (TYP) a p CONC. o..a PIER o_.a �,��RED A)ye v,N OA r DRAWN: MH/MS N y� SCALE: N� JOB#: 4/15/2019 SECTION C 9TF 02233g (�� SHEET NUMBER: SCALE: 1/2" = 1'-0" A-6 REVISIONS: CODE: 2015 IRC, 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUNE WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION D DRAWINGS SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNDERLAYM HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE - 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. SOIL COMPACTION: 4"MAX. KING STUDS 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL 4"DIA. MAXIMUM RAFTER CRIPPLE STUD CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 LEDGER AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE RIDGE HEADER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. zDECK AND COVERED PORCH NOTES: :�E RAFTER JACK STUDS M1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. II fasteners, hangers and anchors to be galvinized or stainless steel. ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. RAFTER-TO-LEDGER CONNECTION Girders on concrete piers shall be anchored with proper steel connectors anchored LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Z RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20 a. STRAP APPLY TO EACH JACK STUD 3).Posts supporting girders shall anchored to a minimum 24"x24"x12"thick concrete G STAIR RAILING g g footing. Use a minimum 1/2 x dia x 7 long anchor bolt with washers and nuts. Footings Shall ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD be 3 ft. below grade. 1-1/2"SPACE 4). Deck joists to have blocking at 8'0 o.c.. _J w MINIMUM ). Flashing shall be installed between the building and ledger. Lapping up the sheathing W and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers E--I RAFTER and nuts at 16"o.c. HANDRAILS 6).Concrete piers shall be a minimum 6"above grade. RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored C? to girder(s). 10 CIF POST 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. TOP PLATE 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal TOP PLATE for any contact with ACQ. O BALUSTERS F�--I RIM/DECK JOIST o ^ WALL STUD o HANDRAIL NOTES: (/1� OPEN BALUSTER ATTACHED TO WALL WALL STUD I--d loo All required handrails shall be of one of the following types HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION or provided equivalent graspability. RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH 1).Type 1. Handrails with circular cross section shall have an LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH - OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RT15 TYDOWN ANCHOR outside diameter of at least 1-1/4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION than 2 inches. If the handrail is not circular it shall have a CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS perimeter dimension of at least 4 inches and not greater PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD than 6-1/4 inches with a maximum cross section of EACH RAFTER dimension of 2-1/4 inches. 2).Type 11. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both 4 MAX. sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"DIA. MAXIMUM portion of the profile and achieve a depth of at least 5/16 GIRDER/HEADER inch within 7/8 inch below the widest portion of the O profile.The required depth shall continue for at least 3/8 W �, GIRDER/HEADER inch to a level that is not less than 1-3/4 inches below the N ° tallest portion of the profile.The minimum width of the O W handrail above the recess shall be 1-1/4 inches to a ���-•11 Z JOIST POST/COLUMN ° °° ° maximum of 2-3/4 inches. Edges shall have a minimum W w Z ° radius of 0.01 inches. M POST/COLUMN � Q T� W v � � O GIRDER/HEADER NAILING SCHEDULE a ROOF SHEATHING: POST-TO-GIRDER/HEADER CONNECTION NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION QTM SPACING NOTES 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN STRUCTURAL PANEL 8d AS PER TABLE 3.8 DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER WFCM-SBC LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS ROOF FRAMING: JOINT DESCRIPTION NIL NAIL QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH o TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE NAIL N CEILING JOIST 8'WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL U CEILING JOIST TO AS PER TABLE 3.7 EACH FACE �° cn m o ® STU PARALLEL RAFTER WFCM-SBC LAP NAIL BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE p w a ° OVER PARTITION WFCM-SBC LAP NAIL •� Z U COLLAR TIE AS PER TABLE 3.4 EACH FACE Q TO RAFTER WFCM-SBC END NAIL WOOD JOIST BLOCKING EACH TOE rte`' � ' •. 2 -8d COMMON LEDGER > TO RAFTER END NAIL a� GIRDER/HEADER Y "'• RIM BOARD EACH END rn U WOOD JOIST ° WOOD JOIST r TO RAFTER 2-16d COMMON END NAIL `14 v CONCRETE PIER o W "• WALL FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES FLUSH JOISTS WITH HEADER/GIRDER QTY. SPACING CEILING JOIST TO BLDG.CONNECTIONTOP PLATE TO 2-16d COMMON PER FACE NAIL ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH DOUBLE 2x TOP PLATE FOOT LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. (MINIMUM) TOP PLATES AT JOINTS FACE 1F ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS HEADER/GIRDER-TO-POST CONNECTION 4-16d COMMON TO ALLOW FOR SHRINKAGE. FOR HEADER INTERSECTIONS EA. SIDE NAIL OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION FACE V I� STUD TO 2-16d COMMON24" ROD �I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER STUD O.C. NAIL O REQUIRED (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER HEADER TO 16"O.C. FACE U) FLASHING TUCKED UNDER FOR STU HEADER 16d COMMON ALONG EDGES NAIL TOP PIECE OF SIDING AND TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END o� LAPPED OVER FIRST CONTIN. I I PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL N PIECE OF SIDING BELOW TOM PLATE TO: FLOOR JOIST, BAND JOIST, 2-16d COMMONI PER OOT FACE NAIL 1/2"DIA. LAG BOLTS W/WASHERS THREADED ROD END JOIST OR BLOCKING CONNECTED TO BLDG. @16"OC CNW COUPLER NUT STRINGER POST DECK FRAMING: V) @ 16"OC MINIMUM JOINT DESCRIPTION NAIL NAIL NOTES 94 (2)THRU- END DISTANCE QTY. SPACING BOLTS I k'l JOIST TO: 4-8d COMMON PER TOE FLOOR FRAMING 2x JOISTS P644 POST 4 SILL,TOP PLATE OR GIRDER JOIST NAIL ANCHOR 8"dia. ...• MINIM MA BRIDGING EACH TOE � 2 -8d COMMON PIER 16"TREAD o 'o c END ANCE 12"x12"x12" y V^ V TO JOIST END NAIL v "o ° BLOCKING EACH TOE BLOCKING FOR ° CONCRETE FOOTING JOIST HANGER � p.o •o . $.•'� 2 -8d COMMONFLED q LAG BOLTS 14 , p °. V p GRADE � d, a CONC.SLAB o ;� d � Y A � TO JOIST END NAIL � R m Io'� AS RE '� o SILLCKING TOP PTO: EACH TOE EVI Ch,y�j• RIM JOIST/BD. d o ( Q) Q , A 3 16d COMMON BLOCK NAIL ° •° ° HOLLOW COLUMN UPLIFT LEDGER STRIP EACH FACE ° ° 70 BEAM 3 -16d COMMONJOIST NAIL =a DRAWN: MH/MS ,a b 8"dia. .o ob a DECK PIER SIMPSON STRONG TIE MODEL STRRI/2 DECK POST FTG.CONNECTION * ; i 1 N PER PLAN INSTALL AS PER MANUFACTURE'S RECOMENDATIONS JOIST ON LEDGER PER TOE SCALE: CONC. c °' ' ' LOCATION USP NUMBER DESCRIPTION APPLICATION 3 -8d COMMON DECK/ LEDGER CONNECTION CONNECTION 3 —O 4 PIER d TO BEAM JOIST NAIL N `` JOB#: • q� ° • g�• 4X4 POST PAU44 OR WE44 1POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST 3 -16d COMMON PER END T 22339 �� 4/15/2019 e o o. 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO JOIST JOIST NAIL F SHEET NUMBER: PER SIL OR TOP PLATE FOOT TOE NAIL COMMON OF N E� BAND JOIST TO: 2 A- 7 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: (OJ* ENERAL NOTES 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. 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 JOINT DESCRIPTION QTY SPACING NOTES 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 TOP PLATE 10'WALL: 4-8d COMMON RAFTER 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: 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 EACH 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 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 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 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 These cocles 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 ATTICS w/o STORAGE 10 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 - Ed COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS OTHER THAN SLEEPING 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ( ) First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The dE!signer 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 slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY (DESIGNED FOR CAT.C) SPACING NOTES NAIL GAURDRAILS ANY DIRECTION 200 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 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, TOP PLATE TO 2 - 16d COMMON' PER FACE NAIL Q! 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 aJ 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE w 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 �+ P PP STUD 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 SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. HEADER TO 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 HHEADER 16d COMMON 16" O.C. FACE ALONG EDGES NAIL 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 in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 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 O 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type q appropriate CLIMATIC & GEOGRAPHIC DESIGN CRITERIA T e II exterior shearwalls shall meet the requirements of table 3.15a-b times the ro riate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL [� length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 l� 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD Q FLOOD determine intended heights of finished floorSNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Q Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED w 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 . 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 4 - 8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 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 BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: P g g' 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 COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 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 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 ftGABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 w Z 6). Crawl :paces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL NOTES � a >.8x16 cast iron foundation vent for every 150 sq. . of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE O � z 7). DampF�roof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 r� the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST NAILQ W 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 2 . Girders for deck BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. ) joists to be bolted to each post with washers and nuts. 2 - 16d COMMO 0 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. a FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 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 NAIL g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING Edition Wood Framing Construction Manual. �� �� 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing 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. 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: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 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 otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION Q-Fy SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) o 4' EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD N v 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS m o Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 0 6). Concrete piers shall be a minimum 6 above grade. x �, r v openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: °' 0 0 ° a openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES .� p u 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored O x o 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. w -� and blocking where applicable. QTY. SPACING U E B). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall .,cl Fl 561 5). All flush beams/headers to be installed with heavydutygalvinized hangers and 8dCOMMON ) g g q o pp g) g g PLUMB 1NG NOTES PANELS WFCM - SBC be used. 0 ^x anchors wl'nere applicable to all connecting joists. „ 7/16 OSB 3 O.C. EDGE u :~ ? 6d COMMONM _, 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 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 00 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. `" o w 3 on plans. WALLBOARD 5d COOLERS 10" O.C . FIELD 4 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 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 aCCE!SS openings unless otherwise noted (typical). FLOOR SHEATHING: 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and later to protect and secure the structure. Verify With the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufactures recommendation for maximum hole size and spacing permitted. 3 H where applicable unless otherwise noted. STRUCTURAL PANELS gd COMMON 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR ). INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES V OR LESS 12" O.C. FIELD] IN. 4" ILL 2ND.FLOOR) U 9). Provide blocking bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF O N OT E,S as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety : Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) CA requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. Q' 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. needed. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and Floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 Q 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 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. 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 wall sheathing Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to 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, 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. ELECTRICAL NOTES shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. x adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed : members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces �✓ over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs 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 g 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 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. 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.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tot - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. RED 3). All electrical work to comply with 2014 NEC. �g"S� ARe 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or O VIN 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 �<v AX and R315 of IRC. DRAWN: MH/MS torch down type material over. -� 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&GSCALE: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP N A AND BASES.USE WITH FLASHING CAPS TO �` 0223 Q� JOB 4/15/2019 COVER TOP ccOF N E\ 0 SHEET NUMBER: A- 8 REVISIONS: 1 1 ' v , X ` \ `•---------------------------------------------------------- � , (2)2X10 GIRDER \ (2)2X10 GIRDER ♦ \ _' � \ I ♦ I \ I ♦ , ♦ I ♦ I 1 1 I 1 I � 1 I 1 I I V � p I , � 1 1 I 1 I 1 � I , � 1 1 X f , N I I 1 , 1 1 I ,'`♦ (2)2X10 GIRDER ,' ,' (2)2X10 GIRDER .". (2)2X10 GIRDER , 1�1-o-1- - - - --I�- - - - --���-- - - - --�a+- - - - -,-a�- - - --..�-1� I I I 1 1 1 ' O 1 V 1 H 0 1 H1 � I 1 — 1 , I 1 1 1 \O 1 W X 1 , N 1 1 1 l 1 ! (2)2X10 GIRDER ," ,'`\ (2)2X10 GIRDER ,'�♦ ,'�♦ (2)2X10 GIRDER ,' f ♦ , ♦ , . . \ . 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C--_ _LL ll____-____ILLL_-_____-JI_IL________L JL________Il LI__ S -_Ir---------Ir TI---------IEE--------_21Di__-------D2i:: ---'--R n In ! 1 C___I+__ ______1};.1_________IL{1________41-11-___--__-}141_Z_______µ{I--_______�__I] 1 V C===I+--- - hF+I--- IHH--- 11-I+7777 Hif--- Fi•+I---- -Q__1 1 f » ----------------------------------------------------7-777--___= 7 dl --- -- =�==T 55 -6 N v v IL---------1111---------ILU--7777--JI_IL-7777---LII------- Ill [===lr==-_-_-____¢_'____====ME a=== =-Tt-Mr-T- �= na--Tn_--- _ -- --- W T,------_-_1FF--------�1-I♦•p-___---TI-11--- _ __-_IT-_-_ IT TI-- _ -1(-r.-_ } _{j�)�-___ ____-T111- __ __IT T-�-_} T- _ C---i± If±1= ___- f-=11_41--_--$_=3q� +1_I II'±'* ==i_ _ ±I =7 f ff --_=1F-_ ---_=-_=ItI_ - _=IFR=_-___ _==il=1P=___ ____=19'1Fc ___=IfiTmc=__=_ ylv = 8 —O 81—Off 41_Off ________n.1r_-______IT n_ _ - _ _ MEa--______31_Ir__-__-__n=C________¢A_:____ _7U__I I 11 f 1f f 11 II II It 11 11f ff 124'T Off II II II :I tlI I I 5 -0 12 -0 ,I I NI 1 1 - ' 4" 5'-113/4" cn 1 I 1 rTl I 1 1 H I 1 1 I I I1 f, l] 1 i 1 II II 11 11 II II 1 I I II II Ill] lilt II II �1 II 11 II II II II I� JI n u n II u n ly � I I +I II II II II II II 1� I . +I II II 11 II 11 II i� Q r C-4 I I 11 I I 11 11 I I I I 1 11 �I II II II II II II IY I o� n n n n 11 n n n 1 n n n n 11II n n l 11 II 11 11 11 II II cD _ { =1FFi===�1=IF===Ff�l====1F -_' � � -7 � 1!� M,/ Omni • Int N ( ' MAY 3 0 20119 o x TOw or S,OuTid- EXISTING FLOOR PLANdd =� '� '� DRAWN: MH/MS 40 SCALE: 1/4 - 1 -0 0 11 _ I n J�'' }t 1 .� ., SCALE: ��FG`''' JOB#: 5/30/2019 ` SHEET NUMBER: 0 A:S A - 1a