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HomeMy WebLinkAbout41604-Z SafMir ee, Town of Southold 5/15/2019 g P.O.Box 1179 co W .h 53095 Main Rd y vs O�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40383 Date: 5/15/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2975 Pequash Ave, Cutchogue SCTM#: 473889 See/Block/Lot: 103.-12-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/27/2017 pursuant to which Building Permit No. 41604 dated 5/3/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING A COVERED PATIO TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Hamed, Steven&Diane of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41604 05-08-2019 PLUMBERS CERTIFICATION DATED 04-15-2019 Ke 'n Remp tho Y§ignature TOWN OF SOUTHOLD moo, BUILDING DEPARTMENT CA TOWN CLERK'S OFFICE o • SOUTHOLD, NY y�a1 � �QrO�yi� 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#: 41604 Date: 5/3/2017 Permission is hereby granted to: Harried, Steven & Diane 2975 Pequash Ave Cutchogue, NY 11935 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 2975 Pequash Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-12-11 Pursuant to application dated 4/27/2017 and approved by the Building Inspector. To expire on 11/2/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $506.00 CO -ADDITION TO DWELLING $50.00 a : $556.00 Building I spec or 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. a 7 1 New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: 9 C V75 )9SQ441+5,J A J9 c u T C`ffo�4 u�,' House No. // Street Hamlet Owner or Owners of Property: 5''CV Cly L- H" A)S Suffolk County Tax Map No 1000, Section /53 Block Lot 1 Subdivision Filed Map. Lot: Permit No. d d Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 0 6, fplicat/,natrure so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® • y® roger.richerKD_toWn.southoId.ny.us C®u9� BUILDING DEPARTMENT TOWN OF SOUrrHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Steven,&Diane Harried Address: 2975 Pequash Ave City Cutchogue St: New York Zip: 11935 Building Permit#. 41604 Section. 103 Block: 12 Lot. 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Elec Tec Inc License No: 4814-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 28 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 42 CO Detectors Sub Panel 100a A/C Blower Range Recpt 30a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect 11 Switches 27 Twist Lock Exit Fixtures 11 TVSS Other Equipment: "Kitchen renovation--Covered patio" 3-combination smoke / co detectors, 1-range hood Notes Inspector Signature: Date: May 8 2019 81-Cert Electrical Compliance Form As so(/r�, Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • ' Southold,NY 11971-0959 - 4 BUILDING DEPARTMENT TOWN OF SOUTHOLD ;R ? o CERT-IFICAT-I.ON- Date: I Building Permit No. Owner: (Please print)- --Plumber:.y - c� ,�►Pn ( - ��� (Please print) - I certify that the solder used in the water supply system contains less than 2/10 of 1% lead-. (Plumbers S gnature)-- Sworn to before me this N. day o l 20 1 2N Notary Public. Deborah A.Donegan Notary PulNo}State of New York 8909 oualrfied in Suffolk County CommisF1or c:xpiree Jane SOUlyo h� l0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION : FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS• V 1 DATE 7 INSPECTOR SO(/T�o� UNl`I, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE l INSPECTOR t G I � o � apF SObjy �o� Olo N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING ( ]--FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN AL) REMARKS- �% �a r awtih � � v DATE 9 INSPECTOR %*?A^ pF SOUryolo (00 o ��'y�OUNiV,Oc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 65 DATE �� INSPECTOR L� IA/ �apE SOUIyo # TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: nrl DATE Y INSPECTOR SOUlyOlo * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLRG: q ( o4 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: rAf&6_ ��Z�69�2 6XI -0 DATE INSPECTO I 116 TTAPAWW"Imi Om rIN5,TJL.ATION _ I _ �lN1t 41�+1 AA 4 1 al � �► r. _ . -�r-ate RUM roph r • .�L.�:.l., /moi ... o � ;��� ; �� 11JJ w MIN=I fly • h • TOWN-OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST v 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 / �j� Survey Southoldtownny.gov PERMIT NO. ��`` 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 20 Mail to: 2795 Pequath Ave Disapproved a/c Cutchouge NY 11935 Phone: W`)] Expiration ,20 t(A D Building Inspector D APR 2 6 2017 APPLICATION FOR BUILDING PERMIT Date April 26, 12017 13UMDIIVG DEPT INSTRUCTIONS TOWN OF SOUTH a.This application T 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. Cyiaure O�Aoicint or name,if A corporation) 2795 Pequash Ave,Cutchouge NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect, engineer,general contractor,electrician,plumber or builder Owner Name of owner of premises Steve&Diane Harned (As on the tax roll or latest deed) ; If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: .2?:e5 09')!S Pequash Ave Cutchouge House Number Street Hamlet County Tax Map No. 1000 Section 103 Block-24- / Lot,11 � Yrr Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residential Dwelling b. Intended use and occupancy Single Family Residential Dwelling 3. Nature=ova]L� _Demolition hich a cable):New Build' Addition ✓ Alteration__ Repair —P Other Work (Description) 4. Estimated Cost $75,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 3 EXST. Number of dwelling units on each floor All 3 on 2nd floor If garage, number of cars 2 EXST. 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. n/a 7. Dimensions of existing structures; if any:Front 49.5' Rear 49.5' Depth 40' Height 22.3' Number of Stories 2 Dimensions of same structure with alterations or additions: Front 74.7' Rear 74.7' Depth 40' Height 22.3' Number of Stories 2 8. Dimensions of entire new construction: Front 25.25' Rear 25.25' Depth 25.5' Height 13.75' Number of Stories' '9. Size of lot:Front 120'-V' Rear 120'-0" Depth 200'-o",total 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law,ordinance or regulation?YES❑ NOV y l 13. Will lot be re-graded?YES ❑ NO❑✓ Will excess fill be removed from premises?YES❑ NO ✓� 14.Names of Owner of premises Steve Hamed Address,2795 Pequash Ave cutohouge NY phone No. Name of Architect Robert Stromski Address P.O.Box 1254 Jamesport NY Phone,No 631-779-2832 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESENO *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PEMAYREQUIRED. 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 7 *IF YES,,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF =SLev-e' L Artieec being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 52A2::I1 e--Jr (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to fore me this X7 day of 20 1 -7 Notary PMbfixry Public, State of New York Sign pplicant No. 01 MC4851459 (Qualified in Suffolk County Commission Expires Aug-.,,18,2019 Scott A. Russell ,��® ��� 5T0]k' MWA 1F1E1R. SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 �® Town of Southold CHAPTER 236 - ST®RMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE (FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑M B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑M C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[f D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑121 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ElF. 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 questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, 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 Stormwater Management Control Plan and a completed-Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date. t, � �Dntrict NAME- V F L• ��(. I Y—�l ie�i Section .CIOCK Lot 5r ' f ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information �3(—;q 1— O©I®1 Reviewed By. d� — — — — — — — — — — — — — — — — Date: Property Address /Location of Construction Work: — — — — — — — — — — — — — — — :Zq—I5 "�E�V /AvF- Approved for processing Building Permit. ff 0"� ® Stormwater Management Control Plan Not Required. u Z� �uE OA Q3� Stormwater Management Control Plan is Required 1:1 (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 G S % •�oi YoU��O Tdwn Hall Annex Evo 54375 Main Road ( 31)SO 765-�5�� D P.O.Box 1179 G ro erricheJE6 Wn. Southold,NY 11971-0959 `�� o JAN 2 5 2018 BUMDING DEPARTMENT TOWN OF SOUTSOLIiD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: t Company Name: Name: License No.: Address: a �2e � �•uerISO _ Phone No.: CC `(G -3(C-)-- 39 a��i ce 6-31--3G R Old � � JOBSITE INFORMATION: (*Indicates required information) --*Name: _ -- rc�r *Address: a *Cross Street: *Phone No.: �i ` j �j Permit No.: (p Tax Map District: 1000 Section: _Ica 81ock:_�_ Lot. *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is.job ready for inspection: �YE 1 NO Rough In Final *Do you need a Temp Certificate: - YES re Temp-information (If needed} *Service Size: 1 Phase 3Phase 100 150 - 200 300 350 400 Other *New Service: - Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WIT APPLICA ION ad x'1355 82-Request for Inspection Form o�aS�FFO(K�oG Town Hall Annex �Z• y,�► Telephone(631)765-1802 54375 Main Road c .e Fax(631)765-9502 P. O. Box 1179 N z Southold, NY 11971-0959 ay 49 Sao BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: `J?Z / 17 Owner: T��'te�l l-f' i`t! SID Location of Property: ci-,�c(-75 iP�_OUA,514 AV9: CKTCl-k--nqV '9- Please take notice that the (check applicable line): New commercial or residential structure Addition to existing'commercial or residential structure Rehabilitation to an existing commercial or residential.structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood'construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): S.nyw L - /4pm i •D Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 ��ry k. 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PROVCARRIAGE BOLTS STAGGERED TOP AND BUTTON EVERY 32° 3 HOUSE RIDGE DETAIL _ Sca1e: 1/2' Copyright 7017.STROMSKI archit - reserved The Architect reserves the ri f _ Y s.a.„ design in its entirety or any portion tl • alteration of these docinne+ts is a viol State Education Law. These drawing= • an instrument of service and gaze the p t These drawings and specifications I'll other project,except by written peri _ PROI JECT NO. SCALE 1/4"=1'-0" DA'7 SCHEDULE DRAWN BY TLD CHF j ERIOR DOORS DESIGNATION VENT AM UNIT AREA R61A ' "` - f; _- T__ TITLE SIZE MANUFACTURER TYPE I 62 1L LIDING X b ANDERSEN FWG"II 1531 SQ/FT 40.76 SQ/FT G s. I9.93 SQ/FT 3¢x b IL THhRhW TRU HINGED CCV0609 16.53 5Q/FT Q, c Floor E TOR DOORS REMARKS Pla'r' SIZE TYPEI t.i [r 54 x b DOUBLE BI—FOLD ` 4�x b DOUBLE BI—FOLD — $ 2 x b@ HINGED - t o " s E UNLESS NUTED OTHERWISE. W BALL GLAZING TO BE HIGH PERFORMANCE AND LOW' r 1 o � OHARNED RE51DENCE N Nz N � U- Q V z V --j lu Z D � D N L � N Q — — M z N u D co O f O — > Ln O O OPEN 5HELVE5 J � EXISTING GARAGE Cn � EXISTING ENTRY UP Q CL05ET EXISTING LIVING RM AREAS TO REMAIN AS EXISTING U TO EXS NG 2 dF O COVERED PATIO TO FIREPLACES — REMAIN AS EXISTING AS APPLIED FOR i LIVING SPACES TO REMAIN AS EXISTING AS APPLIED FOR Z:__DOWN UP m I'-G 1/2" L OPEN PANTRY N 5HELVE5 LINEN v N _ W 1668 u) EXISTING KITCHEN EXISTING DENLn 2468 N REMODELED U BATH o ALLxx ova W Z � 23G5 U' THERMATRU 0 O or EQUAL W L29cryu 2'-11^ 7-1 O" 2432 ry W ANDERSEN } FI RST FLOOR LAYOUT or EQUAL C z SCALE: 4" = I ,-o,, U WALL LEGEND: z a EXISTING EXTERIOR FRAME WALLS Z INTERIOR PARTITIONS ALL TO REMAIN ALTERED CONSTRUCTION: 2" X 4" INTERIOR STUD PARTITION, W/ I LAYER z" GYPSUM BOARD ON EACH SIDE; USE MOISTURE/MOLD RESISTANT BOARD IN BATH �- USE CEMENT BOARD ON ALL AREAS TO RECEIVE TILE I UNAUTIHOR/ZED ALTERAT/ON OR ADD/T/ON TO rH15 DRAW/NG AND RELATED DOCUMENTS 15 A VIOLAT/ON OFSEC. 7209 OF Th'E N.Y.5. EDUCATION LAW F 1117 Ilk ,{ y y " 9%5 ay& /2y I F . 0 'q I I IL _I 1 1 3) 1 ] RAI TE A OIN & cov OS ..4 4y .,.„ 3 �15 . architecture, p.c. n911 d MR i Iff 1L.1% F1 Ity A " VA P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 2975 Pequash Ave,Cutchoguel.TY 11935 a SCHEDULE OF ABBREVIATIONS CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA A.D. ASN DROP SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD A.F.F. ABOVE FINISH FLOOR GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE WINTER DESIGN UNDERLAYMENT FLOOD BM. BEAM DESIGN SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED HAZARDS BRG. BEARING CATEGORY C.J. CEILING J0157 25 130 YES YES I B SEVERE 3(," MODERATE SLIGHT TO15 YES N/A G.F.M. CUBIC FEET PER MINUTE TO HEAVY MODERATE co CLOSET OUT Proposed Covered Patio & CON. CONCRETE Interior Alteration For: C.M. CARBON MONOXIDE DETECTOR N.i'2V-20'E Y20.0' CSMT. CASEMENT I WIRE FENCE AT PROPERTY UNE G.T. CERAMIC TILE D. DRYER Mr. and Mrs. D.N. DOUBLE HUNG r bo. TABLE OF CONTENTS DIA. DIAMETER D.J. DECK JOIST H am e d FLOOR AREA5 EXISTING PROPOSED ADDITION TOTAL DN. DOWN DW. DISHWASHER A-I - PROJECT INFORMATION FIRST FLOOR SQUARE FOOTAGE - 11471 SOFT. --- SOFT. 1147± SOFT. F.A.I. FRESH AIR INTAKE A-2 - DEMOLITION 4 FOUNDATION PLAN SECOND FLOOR SQUARE FOOTAGE - 9461 SOFT. --- SOFT. 946± SOFT. FFDDN. Fly FOUNDATION INFORMATION TAKEN FROM A-3 - FIRST FLOOR PLAN 4 ROOF PLAN TOTAL LIVING AREA - 20931 SQFT. --- SOFT. 20q3± SOFT. A-4 - SECTIONS 4 ELEVATIONS COVERED PATIO - --- SOFT. 644 SOFT. 644 SOFT. F.J. FLOOR JOIST SURVEY BY: W-1 - DETAIL WALL SECTION AND ELEVATION FP.S.C. FIREPROOF, SELF-CLOSING RODERICK VAN TUYL P.C. W-2 - TABLES, SCHEDULES AND DIAGRAMS FTG . FOOTING i LICENSED LAND SURVEYORS GALV. GALVANIZED } JANUARY 28, 1987 GL. GLASS PRESCRIPTIVE DE51GN METHODS N.B. HosE BIBB 130 MPH WIND ZONE5 N.C. HOER�� N.M. HOLLOW METAL l �' INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - K.S. KITCHEN SINK f FAMILY DWELLINGS (2015 EDITION) LAV. LAVATORYsroRM wAr�mNrA rr E05M�7 2975 Pequash Ave L.G. LINEN CLOSET k -PROPOSED COVERED / ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON 5NEETS MECH. MECHANICAL PATIO 644 SGVFT. Cutchouge, New York I I935 MIN. MINIMUM aASED�"A�' Au m S.C.T.M.# 1000-103-21-11 W-I AND W-2. 644x.167.107.3 CUBIC FEES '� DE51GN LOADS MLDMAXMAXIMUM OULDIN REWIRED 1. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLACKING AT 4'-0" MLDG. MOULDING - 8 p��x EXISTMG PATIO TO REMAIN N INTERVALS (MATCHED WITH 5UBFLAOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO M.O. MASONRY OPENING 3ST STORM IN WILL REVISIONS USE LIVE LOAD [LB/SOFT.] DEAD LOAD [LBlSQFT.] BAYS OF FLOOR AND ROOF DECK SHEET W-I DRAWING 3. N.I.C. NOT IN CONTACT PROVIDE IS CUBICC O.C. ON CENTER ; 131-76 EXTERIOR BALCONIES60 10 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. O.N. OVERHEAD (D11 1/7/17- Revised Larger Addition PROVIDE 1-1/4" X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-1 TABLE 3A AND P.G. POURED CONCRETE O DECKS 40 10 R. RISER DRAWINGS ON SWEET W-2. RAD. RADIUS MaSTING DECK To REMOVED PASSENGER VEHICLE `50 GARAGES IG 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WltH THREF. REFRIGERATORE REINFREINFORCED _ 5 O ATTICS WITHOUT STORAGE NAILING SCHEDULES . / OF SWEET W-1 TABLE 3.4A, BAA. 5HOWER _ R.F. RESILIENT FLOORING UuNDER I5Tfi0 VPa (3%5A/FT; ATTICS WITH STORAGE 20 10 VER P 4. NOL.DDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN R.R. ROOF RAFTER a PO FF `� O ROOMS OTHER THAN SLEEPING ROOMS 40 10 SHEET A-2 AND SWEET W-1 DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THE S.D. SMOKE DETECTORIT FOUNDATION AND BROUGHT UP THROUG14 THE SILL PLATE. SWR PL. SELF 4 POLE ` r 15'-6' O SLEEPING ROOMS 30 10 SOFT. SQUARE FEET e DRAIN PIPE To O STAIRS 40 10 5. ROOF, WALL AND FLOOR SHEATHING FASTENING SCNEDUL ES ARE PROVIDED ON SHEET TW TONGUE E GROVE W-1 TABLE 3.1. c � TERRA COTA GUARDRAILS AND HANDRAILS 200 10 T.C. = 6. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S TEMP. TEMPERED GLASS a PROPCSED I � s' O GUARDRAILS IN-FILL COMPONENTS 50 10 SPECIFICATIONS. T.O. TRIM OPENING EXISTING 2 STORY WOOD 7 LOVER PATIi TYP. TYPICAL 25.0' FRAMED NousE 0 FIRE ESCAPES '� 10 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE V.I.F. VERIFY IN FIELD (1,582 SO/FT) O UPPER 1/3 OF THEW ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.6 ON SHEET WASHER PROPOSED 6'DIA.X 3' W-2. W.G. WATER CL05ET 15'-1' DEEP DRYWELL WD. WOOD O 8. ALL STRAPPING CAN BE INSTALLED OVER SWEATING ONLY IF THE FASTENERS IDENTIFIED W.F. WATER FOUNTAIN IN THE NAILING SCHEDULES ON SHEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE W.N. WATER HEATER ; O WIDTH OF THE SWEATING SUBSTRATE BEING USED. W.I. WALK-IN y' W.W.F. WELDED WIRE FABRIC ; O �O 1O O $ TOTAL LOT AREA: ; ASPH&T24 000 SQ/FT + O DRIYEi"WY O SEAL gyp' "DA C N.AV 28'-20'W. 120.00 I ��U C, PEQUASH AVENUE O Copyright 20I7.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications at an instrument of service and are the property of the Architect. i - These drawings and specifications are not to be used on any SITE PLAN Scale: 1/I6" I'-0" other project,except by written permission of the Architect. A-I PROJECT NO. I7-AR002 SCALE AS NOTED DATE 4/2I/20I7 3 DRAWN BY TLD CHECKED BY RS TITLE 1 � Project Information "\N17[E-V D L_':IQ MOV - 8 2017 T SHEET TOWN OF SOUTHOLD A - 4r�f&z gI �� '$ � _ : . . _ SKI- architecture, p.c. I I P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63 1)779-2833 I I III I i II II DEMO EXISTING CLOSET JII �l II I II LS I II DEMO EXISTING CLDSET i I' WALLS REMOVE EXISTING WINDOWS 1 I I (PROVIDE I TEMPORARY BRACING FOR AND CUT NEW OPENING FOR r I I I FLOOR ABOVE UNTIL PROPER HEADERS PATIO DOORS I I I I AND WALLS ARE IN PLACE) IL— II I 1 ' I I I I Proposed Covered Patio & J 1 F—=_ _ __ — _ Interior Alteration For: II II Mr. and Mrs. DEMOLITION NOTE: I I PRIOR TO ANY WALLS BEING REMOVED. REMOVE EXISTING PANTRY DEMO EXISTING WALLS CEILING GYPSUM BOARD TO BE REMOVED 1 Harne /A ✓ \ PF —— 50 ARCHITECT CAN VERIFY DIRECTION OF J/ FLOOR FRAMING. REMOVE EXISTING WINDOWS I �P AND CUT NEW OPENING FOR I I PATIO DOORS I r DEMO WALL REMOVE KITCHEN---s,,,.,,,I J OVIDE TEMPORARY BRACING FOR FLOOR CABINETS / DEMO BATHROOM ABOVE UNTIL PROPER HEADERS AND WALLS rr FINISHES AND ARE IN PLACE. CONSULT ARCHITECT FOR --- -- -- --- - --- - --_J WALLS BRACING LOCATIONS. VERIFY BASEMENT STRUCTURAL SUPPORTS DEMO r —, AND GIRDERS PRIOR TO FRAMING AND 2975 EXISTING I o BRACING Cut houge,aN New I1935 WALLS I I ,5 REMOVE EXISTING S.C.T.M.# 1000-103-21-11 I I � I I D0°R DEMO)I REVISIONS ( EXISTING\1 WALLS 1 11/7/17- Revised Larger Addition DEMO EXISTING ENTRY —— ROOF Cl --- -- - DEMO PORTIONOF WALL FOR 0 NEW DOOR 0 I I I A3 '0 0 EXISTING DECK TO BE I O IREMOVED I I 9'-6' 9'-6' 9' O • I O I I > I I I I I I F 0 O _ __ I ___ 0-- ST L �IXISTING GARAGE SLAB ABOVE6'x6' ACQ POPERIMETER OF PAVER PATIO / 24 x24 x42 STONE PILLARS ABOVE 0 L ---- -- -- -- -- ------ -� 30'x36' CONCRETE PIER O O I DEMOLITION PLAN Scale: 1/4' = 1'-0' A-2 /—EXISTING FULL HEIGHT BASEMENT O / �O 70 DN = 0 SYMBOL LEGEND: _ 70 OUTLINE OF PROPOSED BLACK BLOCK PAVER PATIO OVER 6� SEAL ® SINGLE AND MULTI-STATION SMOKE PAVER PATIO COMPACTED RCA COLUMN UNNEW DER RWWOOD POST S.D. ALARM TO BE INTERCONNECTED AND ABOVE HARDWIRED NEW 24'4624' FOOTING TO—/ QED C BE POURED 11'-2' 0��t ® CARBON MONOXIDE DETECTORS SHALL BE SPECIFFICATIONS AND 14ARDED AS PER AUWIREDS VERIFY BASEMENT STRUCTURAL SUPPORTS7 s � AND GIRDERS PRIOR TO FRAMING AND BRACING. SEE FRAMING NOTE �. 6 WINDOW DESIGNATION (SEE WINDOW SCHEDULE) 9�. 0A O DOOR DESIGNATION (SEE DOOR ��- - SCHEDULE) SECTION MARK (DWG /SHEET) (2) I 'x 9 X�' LVL GIRDER g p Copyright 20I7.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this —— —— —— C design in its entirety or any portion thereof.Unauthorized DETAIL SECTION MARK (DWG /SHEET) alteration of these documents is a violation of the New York I I � I State Education Law.These drawings and specifications aze EI I I an instr anent of service and aze the property of the Architect. DETAIL DRAWING MARK (DWGA/SHEET) I FRAMING NOTE: NEW 24'x24'x24' FOOTING TD These drawings and specifications are not to be used on any BASED UPON FIELD BE POURED other project,except by written permission of the Architect. VERIFICATION OF STRUCTURAL I I I FRAMING A NEW GIRDER AND PROJECT NO. I7-AR002 I I I COLUMN SUPPORT SYSTEM WALL LEGEND: I I I SCALE 1/4"=1'-0" DATE 4/21/2017 i I I MAY BE ADDED TO PROJECT I I I AS SHOWN HERE. DRAWN BY TLD CHECKED BY RS I I i EXISTING WALL TO REMAIN TITLE EXISTING WALL TO BE REMOVED ® NEW 2' X 4' WOOD FRAME WALL I I 1 ® NEW 2' X 6' WOOD FRAME WALL ------- WAD ---- LOAD BEARING WALLS f `—IXISTING 'BILCO' DOOR TO REMAINFoundation & :I 0 NEW P.G. CONCRETE WALL Demo Plan FIRE BRICK STANDARD BRICK DROPPED MASONRY A3 2 FOUNDATION PLAN Scale: I/4' I'-O' SHEET A-2 A - 2 SYMBOL LEGEND: ]... . IM S. . _ ® SINGLE AND MULTI-STATION SMOKE architecture, p.c. S.D. ALARM TO BE INTERCONNECTED AND HARDWIRED A3 P.O.BOX I254 JAMESPORT,NY 11947 IN CARBON MONOXIDE DETECTORS SHALL BE PHONE(631)779-2832 FAX(63I)779-2833 CM INSTALLED AS PER MANUFACTURER'S' 301_3' SPECIFICATIONS AND HARD WIRED " VERIFY EXISTING FRAMING TO PROVIDE 2'z4' STUD WALLS FROM NEW FLOOR DECK TO UNDERSIDE OF I'-0' q'-6' q'-6' 91-6' q" SEE IF NEW HEADER WILL BE EXISTING CEILING. PROVIDE W FIRE RATED GYPSUM BOARD ON REQUIRED IN TH15 LOCATION GARAGE SIDE OF WALLS. WINDOW DESIGNATION (SEE WINDOW IX. IX. SCHEDULE) 111111C � - ------------------------- -----TIRE ROF-ABM---- --------- ---------- I_ DE TREATED WOOD PLATES AT EXISTING GARAGE SLAB TO O DOOR DESIGNATION (SEE DOOR .o -' ((3) 2'x10' OP HEADER 1 N T WALL ��LL) SECTION MARK (DWG#/SHEET) N UP — (2) 1 V'4 XI1 36' PROVIDE NEW 2'x6' KILN DRIED D.F. FRAMING FOR FLOOR JOISTS @ I6' w I 1 O O O EXTEND STAIR AS NEEDED — I 1.9E LVL HEADER I .C. PROVIDE NEW %' PLYWOOD SUBFLOOR (GLUED 4 SCREWED) AND DETAIL SECTION MARK (DWG#/SHEET) O goo O I f r(2) AFTER DEMO I LIGN WITH EXISTING. PROVIDE 2'x6' LEDGER AT EXISTING FLOOR BOX I I 10 3'-0' BEAM AND TECO FLOOR JOISTS AS REQUIRED. DETAIL DRAWING MARK DWG#/SHEET cc ( ) I e� I 1� BAR DN = 1 I! NEW WALLS TO BE FRAMED DIRECTLY TO I I FRI E @ BLOCK PAVERI PATIO w� I I I I I t w OVER 6' COMRACTED Y xq) 1.9E LVL v i GARAG SLAB AND UNDERSIDE OF NEW FLOOR FRAMING -R] z I J Nu RCA ER --------------- --- (� ---_-- — --- — ----I- --- _-- --- I -0' 12'-2' 4'-4 k'-7 1/2' 16'-0 1/2' i I I� 14 +- u ✓ Propose t ior Alteration For: & u F LU I UP I Id � _ a I I1 �iI�c Ir I DN _� WALL LEGEND: �I Qi w u J Mr. and Mrs. ;9 ;� I -- -- -- -� - f-�-- o _ - PROVIDE MINIMUM 2 I "x 14' STRUCTURAL RIDGE __ EXISTING WALL TO REMAIN g w ;9 g - - EXISTI RIDGE TO REMAIN � `v ____ u LIQ a NIS C x- ____= EXISTING WALL TO BE REMOVED 1 larned NEW GAS FIREPLACE SEE DRAWING #3 THIS� SHEET FOR DETAIL I I IX. BRICK CHIMNEY ® NEW 2' X 4' WOOD FRAME WALL �a ^ w -� ® NEW 2' X 6' WOOD FRAME WALL ¢ h ~w - ' r" © LOAD BEARING WALLS wl �v 1N to UP (2) I I� a� NEW WOOD `� F4 eT 04 — 1. L HEADER OOB 0 NEW P.C. CONCRETE WALL ---}----------- ----- ---I---- --- - -- BURNING IREPLACE ---- -- -- - - ---- -- I `r FIRE BRICK ISLAND I I I QI STANDARD BRICK U I e b '-0' "' 3'-0' I LAUNDRY_ DROPPED MASONRY VER BASEMENT STRUCTURAL SUPPORTS DN _ (2) 1 Y4'x9 V 1.9E LVL u OILY AND GI ERS PRIOR TO FRAMING AND HEADER 1 "' BRACING 21-01 8 31-V 4 21-1' 51-51 2975 Pequash Ave Cutchouge, New York 11935 i S3�2'zIO' D HEADERO o.0 S.C.T.M.# 1000-103-21-11 00 BO01IT9 OWM- - -- -- - OFFICE AREA ® � � O n INSULATION NOTE= REVISIONS -------------------------- ------ -------------------- --------- O - PROVIDE R-15 KRAFT FACED LINE OF ROOF ABOVE INSULATION IN NEW WALLS 6'x6' ACO POST IX' EX. 3'-0" '-0' O BATH BETWEEN GARAGE AND 11 11/7/17- Revised Larger Addition 24'x24'x42' STONE PILLARS71_911W-10' CONDITIONED SPACE CNANGI o - PROVIDE R-21 KRAFT FACED O A3 AREA -, 1 O INSULATION IN FLOOR CAVITY. OUTDOOR -FIRE CAULK WALL AND FLOOR O SHOWER O PENETRATIONS AS REQUIRED. 2 O 2 I 4x9 BLOCK PAVER PATIO OVER 6' PROVIDE OUTDOOR SHOWER PROVI 55 GALLON FOR LqE COMPACTED RCA ENCLOSURE AS SHOWN. PROVIDE SHOWER IN CONTAMENT. PIPE PVC POSTS AND PANELS AS DRAIN TO IN. BASIN SHOULD O REQUIRED AT ACHIEVED LAYOUT BE PLACED 10' AWAY FROM EXISTING FOUNDATION. O I FLOOR PLAN Scale: 1/4' = 1'-0' O A-3 O O O �O O � I A3 O EXISTING (2)2'x10' RIDGE BEAM O O LINE OF EXISTING ROOF NEW I Y' X 14' 1.9E LVL O PERIMETER PROVIDE SOLID BLOCKING AS REQUIRED TO FILL VOID -------------------------------------------------- BETWEEN NEW 14' LVLS. ' ' O -------------- ---------------------------- �------- --------� EXISTING2x10 ROOF RAFTERS II LINE OF EXISTING WALLS BELOW ------ ----- SEAL PROPOSED 2'x4' 65c6' ACO COLUMNS BELOHJ I I COLLAR TIES @ - (3) 2'x10" DROP GIRDER BELOW i Ib' O.C. PROVIDE DIAMETER �qED AA? CARRIAGE BOLTS � srRO STAGGERED TOP AND It, I I BOTTOM EVERY 32' 3 HOUSE RIDGE DETAIL Sale: 1/2' 6 I'-0' A-3 02116 II II II II II I I Copyright 20I7.STROMSKI architecture,p.c.All rights II I I reserved.The Architect reserves the right to reproduce this I I design in its entirety or any portion thereof.Unauthorized I I alteration of these documents is a violation of the New York I I PROVIDE MINIMUM 2 I 'X 14' STRUCTURAL RIDGE State Education Law.These drawings and specifications are A 116 O 2 2 XI2 RIDGE I I EXISTING RIDGE TO REMAIN an instrument of service and are the property of the Architect. I IThese drawings and specifications are not to be used on any I I SEE DRAWING #3 THI other project,except by written permission of the Architect. I I SHEET FOR DETAIL I I PROJECT NO. I7-AR002 II I I DOOR SCHEDULE SCALE 1/4"=1'-0" DATE 4/21/2017 II II I I EffERIOR DOORS DRAWN BY TLD CHECKED BY RS I I SYM13OL SITE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS TITLE u i 10 6�X6 Il ANDERSEN GLIDING FWG6%11 15.31 SQ/FT 40.76 SQ/FT 20 3¢x b u THERMA TRU HINGED CCV06N 16.53 SQ/FT IgA3 SQ/FT xm, I I N , , iNrERioR DooRs Floor & Roof SYME30L SIZE TYPE REMARKS a 5E x 6 E DOUBLE BI-FOLD Plan II __ __ __ _r,-,, -- - -- r - -- -- -- r 4 x b Q DOUBLE BI-FOLD LJ LJ LJ J II O 2Ex 64 HINGED LLNOTES:------------------------------------------------- 1. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. I SHEET A3 2 ROOF PLAN Sale: 1/4' = 1'-0' A - 3 A-3 th 11J1-� 1 I""L BLDG. ELEVATION NOTES: '``' 1LILLUIJL JL.JLLL MJJ ., ;._ . J#�fi :.:. II, ',i I , I I III ILII II �I II X1111 ILJJI II I 1J , I �JJI� I_ U ROOF NOTES: Q r--- LL ,' � it � I � J 1 �L I I I I ��I III IL � - 1J_LLL l l u LL1LJ11uLJ11 Lll 1L I 1 30 YEAR ARCHITECTURAL ROOF SHIINGLES. .....� � I I J IIJIIIIIL ulJlill_ ll � L FLASH AT ALL ROOF BREAKS. PROVIDE ,3L"CI11teCtUTE, p.c. 1 4 � I I I I J1 Ll 1.1 -1111 _III LL 11_ IJJ_111LLL! � ICE/WATER BARRIER IN ALL VALLEYS AND AT ALL ROOF EDGES I REDUCE_HEIGHT RIDGE VENT - CONTINUOUS WHERE P.O.BOX 1254 JAMESPORT,NY II947 APPLICABLE PHONE(63I)779-2832 FAX(63I)779-2833 12 3.5 ® - 12 3.5 TOP OF RIDGE - _ GABLE FASCIA NOTE5: TOP OF RIDGE _ __ _ _ 13'-q'" ® ® i'x8' GABLE FASCIA /Jk b' GABLE OVERHANG WHITE VENTED VINYL SOFFIT - --- FASCIA AND SOFFIT NOTES: 2'x6' COLLAR TIE I' X 8' FASCIA BOTTOM OF GIRDER __ _ __ 12' OVERHANG IRDER — (2)2'x10' TIE BEAM (3)1'x10' HEADER 8'-II' WHITE VINYL VENTED SOFFIT BOTTOM OF G __ —— — W. 2" CONTINUOUS SOFFIT VENT .W. F.W.G. W. SIDING NOTES: II II J - VINYL SIDING (STYLE AND COLOR TO BE SELECTED BY OWNER) OVER PROPER AIR INFILTRATION BARRIER. HILL II 11 II . TOP i RAILING NOTE: Proposed Covered Patio & 36 TOP OF 5UBROOR — HIGH GUARDRAIL TOP AND BOTTOM Interior Alteration For: 2 1 RAIL WITH 5/4' BALUSTERS SPACED 111111L� 5' ON CENTER. RAILING TO BE 21-Is I M II /ikTOP OF PATIO CONSTRUCTED So THAT A 41 SPHERE TOP OF PATIO _ I � � I I I I MAY NOT PASS THROUGH ANY l�/Ir. an Mrs. -00'-0' _ _ _ =_ — — — — — — — — — Z OPENING. =1 I I=1 I-► I=1 I I=1�= I I —_—————————_ _——— Harne - 34' HIGH HANDRAIL TOP AND BOTTOM E :; :... . ... 1=III=III=1�I-_ I I • . I�I=I�I=I�I=I�I=I�I=I�I=I�I=I�I=I�I=I�I=I�I=I�I=I�I=I�I=I I �.:�^ �,I I-I�I-I�I-I�I-I I � I I I i RAIL WITH 5/4' BALUSTERS SPACED 1=III=III=1 I 1=III=III=III=III=III=1 1=III=1 I I=1 I=III=III-I I-� I I I I--I i I L - 5' ON CENTER. RAILING TO BE -III=III- ;' I I=I I=I I=I I=I I=I I=I I=I I=III=I I=III=III=III=I I=I I I I=III- CONSTRUCTED AS SO THAT A N SPHERE =III-III=III=III=III= ;III=III=III=III=III=III=III MAY NOT PASS THROUGH ANY -III=III=1 - _ _ _ OPENING 2 SIDE ELEVATION Scale: 1/4' = V-O' SECTION IA' Scale: 1/4' A-4 A-4 2975 Pequash Ave Cutchouge, New York 11935 S.C.T.M.# 1000-I03-2I-II REVISIONS 10 11/7/17-Revised Larger Addition O TOP OF RIDGE O I O 1 I II 11 - ' MATERIAL NOTES O � I BOTTOM OF GIRDER O R02F CONSTRUCTION 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE �O 30 LB. FELT PAPER O 5/6' EXTERIOR GRADE PLYWOOD SHEATHING (3)1 V4'XII %' IAE LVL STRUCTURAL RIDGE BEAM - INTERIOR ALTERATION (3)2'x1G' HEADER-EAM ) PROPOSED PATIO ROOF SUPPORT - PROPOSED PATIO O 2' X x10' TIE BEAMS @EACH COLUMN LOCATION ON PROPOSED PATIO O � � _ 2' X 61 COLLAR TIM AT 10 014 CENTER PLACED 1/3 OF T14E ROOF 2' X 8' ROOF RAFTERS @ 16' ON CENTER - 2' X 4' COLLAR TIES AT 16' ON CENTER PLACED 1/3 OF THE ROOF - INET ORA T. O ALUMINUM FLASHING AS REQUIRED O 1 J1J11 TOP OF SUBFLWR$ ICE/WATER BARRIER IN ALL )ALLEYS AND ROOF EDGES - —— —— —— — — —— — —— —— — 2' -V RAFTER TO PLATE CONNECTORS USE USP MODEL NUMBERS RT7 OR RTIO O JJ1lu a WALL CONSTRUCTION O TOP OF PATIO 0' -0f SIDING MATERIAL TBD BY OWNER O I I I I z I I I I 'TYYEK' OR EQUAL AIR INFILTRATION BARRIER O FRONT ELEVATION Scale: 1/4' = 1'-0' I I I I I I I I 2' EXTERIOR GRADE PLYWOOD SHEATHING 3 2' X 6' WOOD STUDS @ 161 ON CENTER WITH 2' X b' SHOE AND DOUBLE 2'X 60 TOP PLATE (AS O �- — — 2' X 4' WOOD STUDS @ KV SHOWN ON PLAN) J J ON CENTER WITH 2' X 4' SHOE AND DOUBLE 2' X 6' TOP PLATE (AS SHOWN ON PLAN) 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE SEAL RESISTANT WALL BOARD AT BATHROOMS) 5/8' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND ' t;EO ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR GRILLE PATTERNS) ST PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION CONNECTORS AS PER SHEET W-2. FLOOR CONSTRUCTION I � � 1 FLOOR FINISHES AS PER PLAN 02 Q� F INSULATION NOTES R-22 INSULATION WITH WIRE TIES AT CELLAR CEILING R-30 INSULATION AT FLAT CEILINGS Copyright 20I7.STROMSKI the right to epr All rights - R-21 INSULATION AT SIX INCH EXTERIOR WALLS reserved.The Architect reserves the tight to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York 1 State Education Law.These drawings and specifications are TOPOF RIDGE an instrument of service and are the property of the Architect. I EXTERIOR COVERED PATIO These drawings and specifications are not to be used on any R-77 other project,except by writtenpermission of the Architect. 1'x CEDAR TONGUE AND GROOVE CEILING Lj Hill 11111 ill FAUX RUSTIC BEAMS TO BE SET FLUSH WITH HEADERS PROJECT NO. I7-AR002 J11 SQUARE FLUTED COLUMNS W/ LEDGE STONE BASE SCALE 1/4"=1'-0" DATE 4/2I/20I7 1 11 111 H [11 11 Ill lu IlaDRAWN BY TLD I CHECKED BY RS BOTTOM OF GIRDER -- 8'-11" ® ® 1111 1Z I I TITLE Section & Elevations 0 TOP OF SUBFLOOR -- -- -- - -- - /iN _ L _ TOP OF PATIOIRV - o'-o' I I Z I I I I SHEET A -4 I I 4RFAR ELEVATION Scale: 114' A-4 d. e. L - "� 'OFF T"Wt3 a RETAI�d STORM WATER RU � pp AP UANT TO TER 2�6 -, A DAA ( r, la F THE TO'u'Jfd CODE. O-N & CORO 0 EUE • a S'1'R0jN"1__Q10 K 1 76518 2 8F,h° TQ 4 i^?,"; FOR THE `� ° "°g I' l> °1,�I ! BtC `stctut ! FG I_C:�,Av;r!G ;,."PE+ TIONS: _ - C' / t�$ru � 01 i 1. FO1Q: !':AT'0"; - T`"10 "IrEWRED US IS UNI LP-"MVFUL r i� oU 1� 11IN2RE " J F C, lD C( T ' BOX I254 JAMESPORT,NY 11947 2. RQ(J(3H FI F^,MIiVG u F'LU`,mNG V"JI f OUT CERT 1F1C �7 11J0NF(63I)779-2832 FAX(63I)779-2833 3. 1i: IJLATION �F OCCUPANCY fir. Fi:`:^," - CGPJ' Tn!JCT'�Ji^,I h;"JST � '� 2975 PAve ut�h® ue EE CQ r�i'LFTE FOE? C.Q. _ ALL CQId�TF�UCTION Si-!,^,i I.. MEET THE PEQUIREMEN T S OF T'E C(-,�)'-S OF NE'il YORK STATE, NOT RESPONIQ)IBLE FORTRUSS PLACARD ING REQUiC�� DESIGN OR CONSTRUCTION ERRORS. SCHEDULE OF ABBREVIATIONS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA A.D. ASH DROP GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE SEISMIC SUBJECT TO DAMAGE FROM WINTER DESIGN IGD SHIELD FLOOD A.F.F. ABOVE FINISH FLOOR _._u,a_ ....--.•---- a BEAM SNOW LOAD EFFECTS REGION DEBRIS ZONE DESIGN TEMPERATURE UNDERLAYMENT HAZARDS BM. G. BEARING ( ) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY REQUIRED -' G.J. CEILING JOIST G.F.M. CUBIC FEET PER MINUTE w.._ '� �'_(:';,',... ,,, ; (.- TiF1CATl 25 130 YES YES I B SEVERE 36' MODERATE SLIGHT TO 15 YES WA CLOS CLOSETfir, T REFI i Txo osed Covered Patio & TO HEAVY MODERATE C.O. CLEAN OUT j LEA U C, r 'i E..._Np COP. CONCRETE N45.2a'-20'E1200' ,.-- ii KATE OrOCCUP1,rnYerior Alteration For: G.M. CARE30N MONOXIDE DETECTOR . -40 CSMT. CASEMENT WIRE FENCE AT PROPERTY LINE '301-D EIV T, G.T. CERAMIC TILE ) J'' �r and Mrs♦ D. DRYER � � u�. 9 D.N. DOUBLE HUNG !�:'�-`'L..^i S YS r _f,. G:'.� � DIA. DIAMETER ffr bo EXCEEL)2/1 G OF r`% L - TABLE OF CONTENTS ' D.J. DECK JOIST -H am e d FLOOR AREAS WSTNG PROPOSED ADDITION ISI. D: D ER LU M B I N G A-I - PROJECT INFORMATION FIRST FLOOR SQUARE FOOTAGE - 11471 riQFT. --- SQFT. 11471 SQFT. F.A.I. FRESH AIR INTAKEF.D. FLOOR DRAIN /',..L Ll;;•;,;;IP,u f�.'..s�� A-2 - DEMOLITION E FOUNDATION PLAN SECOND FLOOR SQUARE FOOTAGE - 9461 .5QFT. --- SOFT. 9461 SOFT• FDN, FOUNDATION INFORMATION TAKEN FROM A-3 - FIRST FLOOR PLAN E ROOF PLAN TOTAL LIVING AREA - 20931 SOFT. --- SOFT. 20931 SOFT. A-4 - SECTIONS 4 ELEVATIONS COVERED PATIO - --- SPT. 644 SQFT. 644 SOFT. F.J. FIRED JOIST SURVEY $Y: W-1 - DETAIL WALL SECTION AND ELEVATION FP.S.C. FIREPROOF, SELF-CLOSING W-2 - TABLES, SCHEDULES AND DIAGRAMS FTG. FOOTING LICENSED VAN TURL P.G. W FIXED i LICENSED LAND SURVEYORS GALV. GALVANIZED JANUARY 28, 1087 GL. GLASS } PRESCRIPTIVE DE51GN METHODS H.B. HOSE B1BB 130 MPH WIND ZONE5 HDR. HEADER PPED H.M. HOLLOW METAL b INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - K.S. KITCHEN SINK Z sm POOL FAMILY DWELLINGS (2015 EDITION) LAV. LAVATORY STORM WATER CONTAINMENT °" 2975 Pequash Ave L.G. LINEN CLOSET x -PROPOSED COVERED ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS MECH. MECHANICAL PATIO 644 SfVFT. Cutchouge, New York I 1935 MIN. MINIMUM S -BASED ON A:?RAINFALL S.C.T.M.# 1000-103-21-11 W-I AND W-2. 6ft.167-1079 CUBIC FEET DESIGN LOADS MAX. MAXIMUM i -PROPOSED 8 DIAMETER I. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-0' CONTNMENT MLDG. MOULDING OF REQU� � EXiSTRxa PATIO TO REMAIN s x INTERVALS (MATCHED WITH 5UBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO M.O. MASONRY OPENING 3'DEEP STORM DRAIN WILL REVISIONS USE LIVE LOAD ELB/SQFT.] DEAD LOAD ELB/SQFT.] BAYS OF FLOOR AND ROOF DECK SHEET W-1 DRAWING 3. N.I.C. NOT IN CONTACT PROVIDE IS CUBIC FEET. a-T O.C. ON CENTER EXTERIOR BALCONIES 60 10 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. O.H. OVERHEAD O PROVIDE 1-1/4' X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-1 TABLE 3.4 AND P.G. POURED CONCRETE O DECKS 40 10 DRAWINGS ON SHEET W-2. R. RISER EXISTING DECK To PASSENGER VEHICLE GARAGES 50 10 RAD. RADIUS REMOVED REF. REFRIGERATOR 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE REF. REINFORCED � O ATTICS WITHOUT STORAGE 10 10 NAILING SCHEDULES OF 5N .EET W-1 TABLE 3.4A, 3.9A. PROPOSED OUTDOOR SHOWER PROPOSED PiNER PATIO O ATTICS WITH STORAGE R.F. RESILIENT FLOORING 335 20 10 R.R. ROOF RAFTER ROOF EXISTING PORu1 � ( �T) 4. HOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN S.D. SMOKE DETECTOR ROOMS OTHER THAN SLEEPING ROOMS 40 10 SHEET A-2 AND SHEET W-1 DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THE I l O FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. SHWR S 201-40 PL. SHOWERt POLE r -4� SLEEPING ROOMS 30 10 5. ROOF, WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET SOFVG T. SQUARE FEET TONGUE f GROVE m 4'DRAIN PIPE TO O STAIRS q0 10 DRYWELL y W-I TABLE 3.1. T.C. TERRA COTA � GUARDRAILS AND HANDRAILS 200 10 , TEMP. TEMPERED GLASS 'Z PROPOSED ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURERS T.O. TRIM OPENING �Ex15TIN6 2 STORT WOOD •LrROP05ED Eeo rO.�f COVER PATIO O GUARDRAILS IN-FILL COMPONEINT5 50 10 SPECIFICATIONS. T.O. TRIM O 25TYP. TYPICAL .0' FRAMED FIOUSE FIRE ESCAPES 40 10 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE V.I.F. VERIFY IN FIELD (1!582 Sa'FT) O UPPER 1/3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.6 ON SHEET W WASHER PROPOSED W DIA.X 3' W-2. W.C. WATER CLOSET 2o'-P DEEP DRYWELL +O WD. WOOD 8. ALL STRAPPING CAN BE INSTALLED OVER SHEATING ONLY IF THE FASTENERS IDENTIFIED W.F. WATER FOUNTAIN I O IN THE NAILING SCHEDULES ON 514EET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE W.H. WATER HEATER WIDTH OF THE SHEATING SUBSTRATE BEING USED. W.I. WALK-IN Cy' W.W.F. WELDED WIRE FABRIC — O O - O O O $ ZExunw:rTOTAL LOT AREA: O ASPHALT 17 24,000 SQ/FT O DRNF3rAY SEAL D ARC S Tip I N.45'2V-20'W. 120.0' �� n' PEQUASH AVENUE • 91 ,yC7� OF Copyright 20I7.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portiori thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. i SITE PLAN CAf�: 1/fb' s I'—OM These drawings and specifications are not to be used on any other project,except by written permission of the Architect. A-I PROJECT NO. I7-AR002 SCALE AS NOTED DATE 4/2I/20I7 DRAWN BY TLD CHECKED BY RS TITLE Project Information SHEET A - 1 architecture, p.c. I P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 DEMO EXISTING CLOSET WALLS III � I I I II DEMO EXISTING CLOSET II WALLS _ EMO LEXISTING I REMOVE EXISTING WINDOWS — I 1 I I (PROVIDETl61PORARY BRACING FOR i AND CUT NEW OPENING FOR r I II FLOOR ABOVE UNTIL PROPER HEADERS PATIO DOORS I I I I AND WALLS ARE IN PLACE) I ' 1 � Proposed Covered Patio & Interior Alteration For: I F— II II Mr. and Mrs. O� \ e I DEMOLITION NOTE: I PRIOR TO ANY WALLS BEING REMOVED. L/ REMOVE EXISTING PANTRY DEMO EXISTING WALLS CEILING GYPSUM BOARD TO BE REMOVED Hayne SO ARCHITECT CAN VERIFY DIRECTION OF /n�\ ✓/nom FLOOR FRAMING. I1 REMOVE EXISTING WINDOWS ' I7 AND CUT NEW OPENING FOR I I J PATIO DOORS DSO WALL RQ10VE KITCHEN I ROVIDE TEMPORARY BRACING FOR FLOOR a — —— — — — CABINETS ��I / FII IS BATHROOM ABOVE UNTIL PROPER HEADERS AND WALLS I — J FIND-IES AND ARE IN PLACE. CONSULT ARCHITECT FOR a —— — — — WALLS BRACING LOCATIONS. y VERIFY BASEMENT STRUCTURAL SUPPORTS DEMO -' I �' — AND GIRDERS PRIOR TO FRAMING AND j 2975 Pequash Ave a EXISTI I BRACING / I I a WALLS I Cutchouge, New York I I935 S.C.T.M.# 1000-103-21-11 REMOVE EXISTING--,- DOOR XISTING DOOR /�� DEMO—'I I I REVISIONS WALLS EXISTING ALL I I I 1 DEMO EXISTING ENTRY I ROOF Q- --- - - — DMO PORTIONOF WALL FOR O NEW DOOR O + 0 I 0 a EXISTING DECK To BE I 0 REMOVED 0 I� O A3 0 0 II '0L_ — - T-10' T-IO' T-10'Ut 9' —7 7 0 �0 Da-MOLITION PLAN Scale: 1/4' = 1'-0' -- -- -- - - 0 6'x6' ACO T O EXISTING GARAGE SLAB ABOVE 0 ER 24'x24'x42' STONE PILLARS PABOVE D PAVER PATIO 30'x36' CONCRETE PIER 0 SYMBOL LEGEND: .01) SEAL ® SINGLE AND MULTI-STATION SMOKE S.D. ALARM TO BE INTERCONNECTED AND HARDWIRED D(ISTING FULL HEIGHT BASEMENT ED A .� R ® CARBON MONOXIDE DETECTORS SNAIL BE CM INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND HARD WIRED WINSCHEDULE) (SEE WINDOW BLOCK PAVER PATIO OVER 6� O lgg ¢ � �COMPAGTED RCA NEW STRUGTU LALLY COLUMN UNDER D POST N� OO DOOR DESIGNATION (SEE DOOR ABE OV SCHEDULE) NEW 24'x24'x24 FOOTING TO BE POURED 11'-2" Copyright STROMSKI All rights SECTION MARK (DWG#/$HEEf) reserved.The Architect reserves the right to reproduce this VERIFY BASEMENT STRUCTURAL SUPPORTS design in its entirety or any portion thereof.Unauthorized DETAIL SECTION MARK (DWG#/SHEET) ZAND GIRDERS PRIOR TO FRAMING AND alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are DETAIL DRAWING MARK (DWG#/SHEET) BRACING. SEE FRAMING NOTE an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other project,except by written permission of the Architect. PROJECT NO. I7-AR002 SCALE 1/4"=1'-0" :DATE 4/2I/20I7 WALL LEGEND: _- _^ -_ - {2) I "x 9 X�' LVL IRDER — — — DRAWN BY TLD I CHECKED BY RS EXISTING WALL TO REMAIN __ ___ ___ _ ----= TITLE EXISTING WALL TO BE REMOVED ® NEW 2' X 4' WOOD FRAME WALL ❑ NEW 2^2^24' FOOTING TO ® NEW 2' X 6' WOOD FRAME WALL L FRAMING NOTE: ® --- -- BASED UPON FIELD BE POURED VERIFICATION of STRUCTURAL LOAD BEARING WALLS Foundation & COLUMNSUPTSYSTEM FRAMING A NEW GIRDER AND NEW P.C. CONCRETE WALL I MAY BE ADDED TO PROJECT FIRE BRICK A3 AS SHOWN WERE. q Demo Plan STANDARD BRICK DROPPED MASONRY ;1 SHEET A - 2 z FOUNDATION PLAN Sale: 114' A-2 71 ON1. SYMBOL LEGEND: S ® SINGLE AND MULTI-STATION SMOKE architecture, p.c. S.D. ALARM TO BE INTERCONNECTED AND HARDWIRED A3 P.O.BOX I254 JAMESPORT,NY 11947 ra CARBON MONOXIDE DETECTORS SHALL BE PHONE(631)779-2832 FAX(63I)779-2833 Ci 1 INSTALLED AS PER MANUFACTURER'S 25:-3' SPECIFICATIONS AND HARD WIRED '- '- " 7'-10' 9' VERIFY EXISTING FRAMING TO PROVIDE 2'x4' STUD WALLS FROM NEW FLOOR DECK TO UNDERSIDE OF 11-00 7 10' 7 10 SEE IF NEW HEADER WILL BE EXISTING CEILING. PROVIDE FIRE RATED GYPSUM BOARD ON WINDOW IX. EX. REQUIRED IN THIS LOCATION GARAGE SIDE OF WALLS. a SCHEDULE) SIGNATION (SEE WINDOW ----------- -- ------ ----- ---------- LIITE OF ROOF ABO"JE PROVIDE TREATED WOOD PLATES AT EXISTING GARAGE SLAB TO _ ? DOOR DESIGNATION (SEE DOOR ! I SCHEDULE) `O I � CO SUPPORT WALL - 3 2'x10' DROP HEADER A7 SECTION MARK (AWG#/SHEET) N UP — (2) I 'xll rb' ,� PROVIDE NEW 2'x6' KILN DRIED D.F. FRAMING FOR FLOOR JOISTS @ 16' F�-J w i I N O O O i O EXTEND SIR AS NEEDED — i IAE LVL HEADER I O.C. PROVIDE NEW r' PLYWOOD SUBFLOOR (GLUED t SCREWED) AND `� DETAIL SECTION MARK (DWG#/SHEET) O o0o O ALIGN WITH EXISTING. PROVIDE 2"x6' LEDGER AT EXISTING FLOOR BOX 1cc 0... a 10' 3'-0' I BEAM AND TECO FLOOR JOISTS AS REQUIRED. � DETAIL DRAWING MARK (DWG#/SHEET) 1 MBAR I — 1 1 179 NEW SUPPORT WALLS TO BE FRAMED DIRECTLY t0 I FRI E I Q BLOCK PAVER PATIO — a L I s GARAGE SLAB AND UNDERSIDE OF NEW FLOOR FRAMING I 1 �-' OVER 6' COMPACTED 1 (2) I �xq Xi LAE LVL _f N v RCA ——— HEADER 1 ——— —————————— ———— —— ——— __ 1 '-0' t—11 1� 4'-3' 3'-2' 1� 1� 4'-4 '-7 I/2' 16'-0 1/2' i Proposed Covered Patio & 1� 0 1� Interior Alteration For: �1QLU LU a Q _ a I �1 Z WALL LEGEND: Mr, and Mrs. 7 Cal DN I PROVIDE MINIMUM (3 1 Y"x II �' STRUCTURAL RIDGE _ __ EXISTING WALL t0 REMAIN EXISTING RIDGE TO REMAIN -- MQ N LIQ / NEW GAS FIREPLACE SEE DRAWING #3 THIS-� x @, "--- = EXISTING WALL TO BE REMOVED H am e d -7� SHEET FOR DETAIL N I IX. BRICK C14IMNEY ® NEW 2" X 4" WOOD FRAME WALL a _7 W 9 T.- ® NEW 2' X 6' WOOD FRAME WALL I UA ]�? LU -2 m " '^ ® LOAD BEARING WALLS Iw I� g u I� �- UP = (2) I xA ki NEW WOOD g u IAE LVL HEADER © NEW P.C. CONCRETE WALL 4-- —— — ———— — —— ——— BURNING FIREPLACE _ , ISLAND — — — — ——— — v FIRE BRICK Q i �i I 1 I LAUNDRY STANDARD BRICK I I � 1 IO QQ 6'-0' "' 3'-0' 1 5'-5'x5'-I!' ® DROPPED MASONRY IZr- DN = (2) I 'xq �"1LAE LVL cit U-1 O AND!GIRDERS PRIOR TO FRABASEMENT STRUCTCMING AND tS 1 ( a HEADER 1 10 BRACING H2-O8' 3'-0' 4' 2'-I' ' 0 5'-5' 2975 Pequash Ave Cutchouge, New York I I935 1 DROP HEADER O 0 0 O °°° S.C.T.M. I000-I03-2I-II -- BOX OUT AS REQUIRTD - -- - OFFICE AREA ®E O ° r -- ---------- --- —------ -------------- ----— ----------- O O O n INSULATION NOTE: REVISIONS d I - PROVIDE R-15 KRAFT FACED LINE OF ROOF ABOVE INSULATION IN NEW WALLS ' BATON 7 BETWEEN GARAGE AND b'xb" ACO POST EX' EX' 3'-0' '-0' I 24'x24'x42' STONE PILLARS CHANGING, 71_q1 X51-110CONDITIONED SPACE AREA o - PROVIDE R-21 KRAFT FACED A3 ' PROVIDE R-21 IN FLOOR CAVITY. 1 ch OUTDOOR O -FIRE CAULK WALL AND FLOOR 0 SHOWERPENETRATIONS AS REQUIRED. O 0 1 2 I %xA 1 BLOCK PAVER PATIO OVER b' PROVIDE OUTDOOR SHOWER PROVIDE 55 GALLON SUMP FOR IAE LVL HEADER O �COMPAGTED RCA ENCLOSURE AS SHOWN. PROVIDE 51MER DRAIN CONTAINMENT. PIPE PVC POSTS AND PANELS AS DRAIN TO SUMP BASIN. BASIN SHOULD 0 REQUIRED AT ACHIEVED LAYOUT BE PLACED 10' AWAY FROM EXISTING FOUNDATION. IO FLOOR PLAN Scale: 114' 1'-0' ; 0 IJO d 0 0 0 A3 EXISTING C EXISTING (2)2'x!0' RIDGE BEAM 0 PROVIDE BLOCKING TO FLUSH EXISTING RIDGE WITH PROP05ED LVL RIDGE 10 LINE OF EXISTING ROOF PERIMETERPROVIDE GUSSET PLATES @ 32' O.C. I 0 ---------------------- PROPOSED (3) i Y4' x II VI.qE LVL RIDGE BEAM r--------------------------------------------------- EXISTING 2'xI0' ROOF RAFTERS ,0 -------------- LINE OF EXISTING WALLS BELOW SEAL II I IPROPOSED 2'x4" COLLAR LIES @ 16' O.C. 04' ACO COLUMNS BELOW I (3) 2'x10' DROP GIRDER BELOW RED Ap RO I I 3 HOUSE RIDGE DETAIL Scale: 1/2' = I'-0' X I .� O E. II II II II I Copyright 20I7.STROMSKI architecture,p.c.All rights II I I reserved.The Architect reserves the right to reproduce this I design in its entirety or any portion thereof.Unauthorized I alteration of these documents is a violation of the New York I PROVIDE MINIMUM 3 1 %'X 11 �' STRUCTURAL RIDGE State Education Law.These drawings and specifications are EXISTING RIDGE TO REMAIN an instrument of service and are the property of the Architect. (2) 2 XI2 RIDGEi These drawings and specifications are not to be used on any SEE DRAWING #3 THI other project,except by written permission of the Architect. I I SHEET FOR DETAIL I I � PROJECT NO. I7-AR002 II DOOR SCHEDULE SCALE 1/4"=1'-0" DATE 4/21/20I7 II II EXTERIOR DOORS DRAWN BY TLD CHECKED BY RS 4.1 I I SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS TITLE u 6¢x b u ANDERSEN GLIDING FWG"11 15.31 SQ/FT 40.76 SQ/FT 21 3¢x 6 ll THERMA 'iRU HINGED CCV0609 16.53 SQ/FT 19A3 SQ/FT N i i INTlERIOR DOORS � I I SYMBOL I SIZE TYPE REMARKS Floor & Roof II A� 5¢x b$ DOUBLE BI-FOLD Plan II — -- — L J —— —— — L. — ——�� J I l`.'i/ 4 0.x b$ DOUBLE BI-FOLD 2(L x 6$ HINGED II -------------------------------------------------- L-------------------------------------------------- , I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE-. SHEET A3 2 ROOF PLAN Style: I/4" = I'-0" A - 3 A-3 J1111�1LL� J ! 1 _L-IL _l L _ IJ-` III III -vim! _l 1 I ,III. LLJ111 ^1�iJiJ1_L11�1_LLJIILL-LJl LL,I,! llJl I 1; i ��111�II IIIIII l ''- li IIII I L '' l ll J1,LJJ_LiJ LLLILL LL�_LL{u,a ILIJ ! �i IL' j I L IL11LLL „I,I -''ALL ll J 1 �LiLL1J Lail!1 .� �L�1;J L _ L�1' �L' L W 1L1 J LillllL Ll_llLL i 11 11 LJ! p 1 1 II_Ali1LJ _ JJl1� 1 I I1J iLLLtL_J_ __ �._L`._il. ;_LiL l; l '_1 L'!y1_I:-1111-iLuli I 1L lJ.u;J I� II LLI�'L1 J1J 1 LLL ll�I JJ it IIII ILIWJIJ 1_L11!1L I_'IJl WJ�i_ I I II I I', �'"' "".1 IL ILJi IL, II II Li rJl it iI I �L�.'_u� �J__._- y. I I I I 1 II, I I ,I I I, I 1 I 1 II I ~� f' I J_1_�1v I I � I I �. !1_-,y_I __ ��_ �. Jam; � , 'I _IIJ_I,J__.L}u�L�LJiLI�i-.._I:��LLLL�i�. �L�i J!'�Iu�._,��_L',_� .�J;lJl__1.,..ii.J1J,J111L_L_L��LJlL��111,1Li�JL1lliJ1_LL1LL 'L.� 111 1 � i�.l l I• I 1 I I � I' I I' '�I I I I I i I � �� I I I• ��I 1 1 1 1 I I� ��I~I I �I��I I 1' 1' , !�I 1 � �, iI I � I I I� �1L�1__L1y_,___�L_!J._��_ _1,;--'-,- _11-.� _ JuJ.-��iJ�-1�_--�. 'uu �,_�L___�_u_.�J-.___ L u_uu.I,J L L'__ J L �J1 l L JL '.�w_ , _. ,.I � '' � !I'I I:JJ J1J uLl l III ! li!!_L-.;1J �.I � i I: I I I i I I Jul,JJJl IJ I I I I I IL III I JLL_u�i� uL i!LIQ I I I I - I - Ju I! u�uul' .�uJ_u _ L I I ~II it I'I I p LILL �..i _• L _:ice -_1 IL u L �1 L 1 �1 - .. JA_'1___i, 11L 1Ll U U _ L1L1LL1' JL Jl _ l_J_� L ! _L''' L1J_�L 1 J li u,_LL_I1ll_1,.11J1 �LL'1JL J J111J1_iJllliil.JL1J LJ 1' Li L v �I�LL11L1 111._IJJ 1L ll1LLLL1JllL1lJL1L1_l IIII 'm it 11 II 'I liil IIII I' 1' 1' yII 1' II111 VIII "'1 ! u.J _111L' li LL <J � _ yJL__, I' I,II II;I_;II, Ii1, 1 -li'1_II!•'I-II J1LI_,!11 a 1LJ Ili IJJ11 1 :Illi .11 .11_ 1_ ,i11 '_'I " 1 I_Illl J � JJJJ_I II�i >JL1J 'lu L_ IL-!J�� llL J_.JL LJL � Jl ' u.1,-�_.�.�,_. II I I li!_ � !I i I� I I I' � 1 I I I I' ! I I;Il I 1111 I _'IJ_I II: II_' IL_ 1111 LJl_ILl LII !U_1_I' 1!11JL111!,1,11�i �„ I L' 11 II 11 III; � I J� -I_ IL � 1 I. l -I_ _Il . - 11_ 1- -L Il � J 1L l _ JLJ Jl architecture, �3.C. - _ JR' CP.O.BOX I254 JAMESPORTNY II947 DUCE HEIGHT125 - I 1 -- AIR 'USP' STRUCTURAL STRAP MODEL# LSTA (REQUIRED WHEN NO COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF T14E ATTIC SPACE @ 16" ON CENTER) SEE MATERIAL NOTES FOR SIZES. - - - - - - - - - - - - - - - - TOP OF RIDGE RAFTER TO RAFTER CONNECTION architecture, p.c. 9 P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 RAFTER. SEE PLAN FOR SIZES AND SPACING u..I a RIDGE. SEE PLAN FOR SIZES � N LU RAFTER. SEE PLAN FOR HEADER. SEE PLAN FOR - a SIZES AND SPACING SIZES U CEILING JOIST. SEE PLAN a FOR SIZES AND SPACING IN 'USP' STRUCTURAL CONNECTOR FOR RAFETR AND 5TUD5 THAT ARE OFFSET. MODEL# RT7/REF# —— ————- 142.5/145 (58}5 LBS UPLIFT) I TOP OF PLATES r6 TOP OF PLATE RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONNECTION i EILING JOIST. SEE PLANS I FOR 517ES AND SPACING Proposed Covered Patio & 'USP' STRUCTURAL CONNECTOR Interior Alteration For: SEE MATERIAL NOTES FOR DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD) NOTES FOR SIZES 'USP' STRUCTURAL STRAP Mr, and. Mrs. HEADER. SEE PLAN FOR 'U5P' STRUCTURAL Z (20 GAUGE MIN) L5TA MAY SIZES CONNECTOR IFOR RAFETR BE USED TO WRAP OVER Harnecl AND STUDS THAT ARE THE TOP PLATE AT WINDOW IN-LINE. MODEL#'S RTIO (REF AND DOOR OPENINGS (REFER H2) (585 LBS UPLIFT) OR TO TABLE 3.3B ON SHEET RT20 (REF 147) (1105 LB5 4'-0' OR LE55 ROUGH OPENING W-1 FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) CAB BE USED. SEE NOTES FOR 51ZES t TYPE MATERIAL NOTES FOR MODEL a SEE NAILING SCHEDULE ON NUMBERS TO BE USED. W-2 FOR FASTENING (EACH STUD;) EXTERIOR WALL STUD. SEE FOR OPENINGS LESS THAN MATERIAL NOTES FOR SIZES 4'-0' USE SINGLE JACK AND AND SPACING 'USP' STRUCTURAL STRAP ENS HEIGHT STUD AT EACH � 2975 Pequash Ave MODEL# LTNV12 (REF #LT5 12) Cutchouge, New York 11935 (735 LBS UPLIFT) MAY ALSO 'USP' STRUCTURAL STRAP S.C.T.M.# 1000-103-2I-I I BE USED ASIA STUD TO RIM MODEL# LFTA6 (REF# 146) J015T CONNECTOR (UPLIFT 990 LB5) MAY AL50 BE USED AS A STUD TO REVISIONS SINGLE SHOE. SEE MATERIAL NOTES 1ADS5' USP CONNECTOR WITH (2) 3/4" FLOOR CONNECTOR. FOR SIZES CARR�DGE BOLTS FASTEN TO DOUBLE STUD. O A 5/8 I DIAMETER THREADED ROD CONNECTS USPI STRUCTURAL STRAP UPPER AND 'LOWER CONNECTORS. PROVIDE FOR STUDS THAT ARE O BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF OFFSET MODEL# LSTA 12 O FLOOR JOIST. SEE PLANS FOR SIZES TO FOUNDATION AS SHOWN. (620 LBS UPLIFT) OP OF SUBFLOOR OP SU FLOOR — — — STUD TO STUD CONNECTION�- � TO ri-ISTUD STUD CONNECTION BOX BEAM OR RIM JOIST. 0 II % 0 II SEE PLAN FOR DETAILS 'USP' STRUCTURAL STRAP I I O 'USP' STRUCTURAL STRAP MODEL# L5T430 FOR 8' TO MODEL# LSTA30 FOR 8' TO 10' JOIST USE LSTA36 FOR 0 10' JOIST USE L5TA36 FOR 12' JOIST. (PREFER TO TABLE ��0 FLOOR DIAPHRAGM BRACING WITHIN 12' JOIST. (EACH STUD) 3.3B ON SHEET W-1 FOR y LAST TWO BAYS OF FRAMING AT 4'-0" (REFER TO TABLE 3.3B ON NAILING SCHEDULE) 0 INTERVALS SHEET W-1 FOR NAILING SCHEDULE) � 1 O CI DOUBLE TOP PLATE. SEE MATERIAL 0 NOTES FOR SIZES HEADER. SEE PLAN FOP, SIZES 1.10 ADDITIONASL 'USP' STRUCTURAL 0 STRAP MODEL# LSTA 12 FOR OPENINGS GREATER THAN 4'-0" FOR OPENINGS LARGER THAN 0 4'-0" USE DOUBLE JACK ANDFULL 0 GREATER THAN 4'-0" ROUGH OPENING END HEIGHT STUD AT EACH EXTERIOR WALL STUD. SEE MATERIAL­---',,, ATERIAL {�0 NOTES FOR SIZES AND SPACING � ADDITIONAL 'USP' STRUCTURAL STRAP 0 f MODEL# LSTAI8 FOR 8" TO 10' JOIST SEAL 'USP' STRUCTURAL STRAP USE L5TA24 FOR 12' J015T FOR MODEL# LTW12 (REF #LTS 12) OPENINGS GREATER THAN 4-0' (735 LBS UPLIFT) MAY AL50 BE USED AS A ;STUD TO RIM JOIST ED A CONNECTOR (EACH STUD) t S7R 1AD55' USP CONNECTOR WIT14 (2) 3/4' CARRIDGE BOLTS FASTEN TO ANCHOR BOLT SINGLE SHOE. SEE MATERIAL NOTES WITH 5/8' DIAMETER THREADED ROD AND cp FOR SIZES THREADED COUPLING. SEE FOUNDATION PLAN FOR LOCATIONS. PROVIDE DOUBLE STUDS AND STRAPPING FROM ROOF TO FOUNDATION AS SHOWN. FLOOR JOIST. SEE PLANS FOR SIZES BOX BEAM/RIM c �/�] /� OF c Copyright 20I7.STROMSKI architecture,p.c.All rights _ _JOICjT JUB WIt TVI– �7U� L/y�p — — reserved.The Architect reserves the right to reproduce this _ TOP OF FL � � FLOOR design in its entirety or any portion thereof.Unauthorized STUD TO SILL CONNECTION STUD TO SILL CONNECTION I I State on of these documents is a violation of the New York - State Education Law.These drawings and specifications are 3 an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any 14PAHD22 (4760 MODEL# HPAHD22 (4760 tj other project,except by written permission of the Architect. LBS UPLIFT) LB5 UPLIFT) MAY ALSO BE PROJECT NO. I7-AR002 USED AS A CORNER HOLD ; DOWN SEE FOUNDATION I I I I I I �� \ I I SCALE As Noted DATE 4/2I/20I7 FLOOR DIAPHRAGM BRACING WITHIN 1 =—=--I—_____________ �__________—__= L---- _ ______= L== LAST TWO BAYS OF FRAMING AT 4'-0' GRADE PLAN FOR LOCATION i i r———— I I I INTERVALS _ J J DRAWN BY WP CHECKED BY RS d 'USP' STRUCTURAL STRAP MODEL# LSTAIS 870 LBS UPLIFT) TITLE DOUBLE TREATED SILL PLATE OVER 5/8" ANCHOR BOLT WITH 3" SQUARE GRADE ( � INIMUM COVER TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36' I FOR 8' TO 10' J015T USE L5TA24 FOR REBAR ' MATERIAL NOTES FOR SIZES (080 LBS UPLIFT) FOR 12' JOIST. d #4 CONTINUOUS REBAR SET (EACH STUD) (REFER TO TABLE 4' BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET I 333.33 D SHEET W-1 FOR NAILING Detail Wall POURED CONCRETE FOUNDATION OR 4' BELOW TOP OF WALL. MASONRY BLOCK FOUNDATION. SEE FOUNDATION PLAN FOR SIZES. a I ICONNECTRSection & OR MODEL# MP4F/REF# LTP4 (690 LBS UPLIFT) EVERY 36' Elevation ° 5/8" ANCHOR BOLT WITH 3' SQUARE BEARING PLATE WASHERS EVERY 36" 4.a SHEET d W _ I TYPICAL WALL SECTION Scale: 3/4" = I'-0" 2 TYPICAL WALL ELEVATION Scale: 3/4" = 1'-0" FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL TABLE R301 .2.1 .2 TABLE 3.4 TABLE 3.16 FASTEST MILE 700-YR. WIND SPEEDTABLE 3.1 NAILING SCHEDULE WOOD BORNE DEBRISPROTECTION FASTENING UPLIFT STRAP CONNECTION WIND5PEED (130 MPH) RIDGE CONNECTION REQUIREMENTS 3-SECOND GUST (MPH) S , R,( ' JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING SCHEDULE FOR HOOD STRUCTURAL PANELS A'B'`'° REQUIREMENTS EXP URE EXPOSURE FOR WIND (DL ASSUMPTIONS: 10 PSF) 130 architecture, P.C. COMMON NAILS BOX NAILS FASTNER SPACING NUMBER OF BD COMMON REQUIRED CAPACITY OF RIDGE FRAMING SPACING (IN.) ROOF SPAN (FT.) NAILS IN EACH END Utz ROOF PITCH ROOF SPAN (FT) CONNECTIONS (PLF) P.O.BOX I254 AMESPORT,NY II947 I V4 x 20 GAGE STRAP J ROOF FRAM I NG PANEL SPAN LE55 THAN 4 FOOT LESS PANEL b FOOL" LESS PANEL PHONE(63I)779-2832 FAX(63I)779-2833 FASTENER TYPE SPAN LESS THAN OR SPAN LESS THAN OR 12 136 RAFTER TO TOP PLATE (TOE NAILED) SEE TABLE 3AA SEE TABLE 3.4A PER RAFTER OR EQUAL TO 4 FOOT EQUAL TO 6 FOOT EQUAL TO 8 FOOT 12 16 1 2 3` 12 20 182 227 CEILING JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER JOIST 20 2 2 24 272 CEILING J015T TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3AA SEE TABLE 3.qA EACH LAP #8 WOOD SCREWS 16" 10" 8" 12 24 2 3 28 318 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) SEE TABLE 3AA SEE TABLE 3AA EACH LAP W/ 2 EMBEDMENT 28 2 3 32 363 SEE TABLE 3.6 SEE TABLE 3.6 PER TIE #10 WOOD SCREWS N ' " 32 2 3 36 400 COLLAR TIE 70 RAFTER (FACE-NAILED) W/ 2" EMBEDMENT 16 12 q 36 2 3 12 113 -? BLOCKING TO RAFTER (TOE-NAILED) 2-8D 2-101) EACH END 4:12 16 150 RIM BOARD TO RAFTER (END-NAILED) 2-16D 3-16D EACH Y4 END " LAG SCREW ANCHOR 16' Ib' 16' 20 188 j W/ 2 EMBEDMENT 1 1 24 226 HALL FRAMING FOR 51: 1 inch= 25.4mm, I foot=304hrmn, 1 pound=4.448 N 16 2 3 28 263 j I mile per hour=0.447 m/s 32 301 11 TOP PLATE TO TOP PLATE (FACE NAILED) 2-I6D 2-I6D PER FOOT A. THE TABLE IS BASED ON 180 mph ULTIMATE WIND SPEEDS, 140 mph, AND A 33 foot MEAN ROOF 20 2 3 36 338 TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-16D 5-16D JOINTS-EACH 51DE HEIGHT Ib 24 2 3 12 88 STUD TO STUD (FACE NAILED) 2-16D 2-10 24' O.C. 28 2 4 16 118 5:12 FACE NAILED B. FASTNERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 32 2 4 20 147 HEADER TO HEADER ( ) 16D 16D 16' O.C. ALONG EDGES FASTNERS SHALL BE LOCATED NOT LESS THEN I" FROM EDGE OF THE PANEL. 36 3 4 24 177 TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD 28 206 BOTTOM PLATE TO FLOOR JOIST,BAN1)JOIST,ENDJOIST OR BLOCKING (FACE-NAILED) 2-16D'' 2-161)''2 PER FOOT C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH 32 236 OF NOT LESS THAN 2' INTO THE BUILDING FRAME. FASTNERS SHALL BE LOCATED NOT LESS THAN 2.5' 36 265 FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. 12 2 3 12 1018 : Proposed Covered Patio & I6 FLOOR FRAMING D. PANELS ATTACHED TO MA50NRY OR MASONRY/STUCCO SHALL BE ATTACHED USING Ib 2 4 6`12 20 135 : Interior Alteration For: VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 20 3 4 24 162 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8D 4-101) PER J015T 1,500 LBS, 24 24 3 5 28 188 BRIDGING TO JOIST (TOE-NAILED) 2-81) 2-10D EACH 32 215 END 32 3 6 36 242 �1 Mr. a.Y1 Mrs. BLOCKING TO JOIST (TOE-NAILED) 2-8D 2-101) EACH END 36 4 6 76 BLOCKING t0 SILL OR TOP PLATE (TOE-NAILED) 3-16D 4-16D EACH BLOCK 1 1 16 02 Harmed 3-I6D 4-16D EACH J015T , 7:12-12:12 LEDGER STRIP TO BEAM (FACE-NAILED) PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 2�153 J015T ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-101) PER JOIST 2 3-I6D 4-I6D PER JOIST TABULATED UPLIFT REQUIREMENTS A55UME A ROOF/CEILING DEAD LOAD OF 28 178 BAND JOIST TO JOIST (END-NAILED) TABLE 3.qA gpsf (0.60x15 psf=q psf)). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE 32 204 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6D' 3-I6D' PER FOOL ROOF LIVE LOAD GROUND SNOW LOAD CEILING ASSEMBLY 15 NOT CONNECTED TO THE ROOF ASSEMBLY, THE 36 22q RAFTER/CEILING JOIST HEEL JOINT TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END ROOF SHEATHING CONNECTION REQUIREMENTS PSF ROOF Fr 30 PSF of ;HE STRAP. FRAMING NOT LOCATED WITHIN 8ULATED CONNECTION Q FEET OF BUILDINGALL CORNERS�ED TO BE MULTIPLIED BY 0.70 FOR ( ) MINIMUM ASTM A653 GRADE 33 STEEL STRAP. WOOD STRUCTURAL PANELS 8D IOD (SEE TABLE 3.10) 12 24 36 12 24 ,FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO 'TABULATED CONNECTION REQUIREMNTS ARE BASED ON TOTAL UPLIFT MINUS THE ROOF DIAGONAL BOARD SHEATHING RAFTER SLOPE RAFTER SPACING (IN.) REQUIRED N.1hflIR OF VD Cort"OR pan BOX NAILS PER NM TWICE THE JACK RAFTER LENGTH. THE JACK RAFTER LENGTH INCLUDES THE ASSEMBLY DEAD LOAD OF 6 PSF (o.b x 10 PSF = 6PSF) 1"x6" OR 104' 2-81) 2-I01) PER SUPPORT Jahr COWL" OVERHANG LENGTH AND THE JACK SPAN. , 3-81) 3-IOD PER SUPPORT TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE CONNECTION 1 x10 OR WIDER 12 3 5 8 3 6 q EXPOSURE "B' - STANDARD RURAL AND SUBURBAN LOCATIONS SPACING, FOR DIFFERENT RIDGE CONNECTION SPACING, MULTIPLY THE TABULATED VALUES BY 3:12 16 4 7 10 4 8 12 RE 'C" - ANLOCATION WITHIN I MILE OF COAST LINE THE APPROPRIATE MULTIPLIER BELOW: 2975 Pe uash Ave CEILING SHEATHING EXPOSUY 19.2 4 B 12 5 l0 14 RIDGE CONNECTION SPACING IN. 12 Ib Iq.2 24 48 � g MULTIPLIER 1.00 1.33 1.60 2.00 4.00 Cutchouge, New York I I935 24 5 10 15 6 12 IB GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7' EDGE/ 10' FIELD 12 3 4 6 3 5 7 ' WALL SHEATHING 4:12 16 3 5 B 3 6 q FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER ¢ S.C.T.M.# I000-103-2I-I I Iq.2 3 6 q 4 7 11 LENGTH. THE JACK RAFTER LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN. 24 4 B 11 5 q 13 REVISIONS STRUCTURAL PANELS BD IOD (SEE TABLE 3.11) 12 3 3 5 3 4 6 FIBERBOARD PANELS 5:12 16 3 4 6 3 5 7 O 11 GA. GAL. ROOFING NAIL _ Iq.2 3 5 7 3 6 q 1/2" (0.120"xl-I/2'LONGx7/I6"HEAD) 3' EDGE/ b' FIELD 24 3 6 q 4 7 11 O II GA. GAL. ROOFING NAIL 12 3 3 4 3 3 4 TABLE 3.4A 25/32" (0.120'x1-3/4'LONGx3/8"HEAD) - 3' EDGE/ b' FIELD 7:12 16 3 3 5 3 4 5 O GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7' EDGE/ 10' FIELD 24 3 4 5 3 4 b HARDBOARD 81) SD 24 3 5 7 3 5 8 RAFTER/CEILING JOIST TO TOP PLATE FASTEST MILE WIND (SEE TABLE 3.11) 12 3 3 3 .5 3 3 SPEED (MPH) 0 PARTICLEBOARD PANELS BD 8D (SEE MANUFACTURER) q:12 16 3 3 4 3 3 4 LATERAL AND SHEAR CONNECTION 0 DIAGONAL BOARD SHEATHING 24 3 4 5 3 4 6 1"xb' OR I"x8' 2-81) 2-81) PER SUPPORT REQUIREMENTS 120 12 3 3 3 3 3 7130 140 O 1'x10" OR WIDER 3-81) 3-SD PER SUPPORT 3 3 3 3 3 3 12:12 tb NUMBER OF BD COMMON NAILS OR IOD BOX NAILS(TOE-NAILED) O Iq.2 3 3 3 3 3 4 RAFTER/CEILING JOIST WALL HEIGHT (FT.) REQUIRED IN E CCN RAFTER AND/OR CEILING J015T TO TOO FLOOR SHEATHING 24 3 3 4 3 3 5 SPACING (IN.) PLATE CONNECTION 1,2M O STRUCTURAL PANELS '14EEL JOIST CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOAD BEARING HALL, O I" OR LESS 81) 101) 6" EDGE/ 12" FIELD HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. 12 ID 2 2 3 WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD 2 2 3 O GREATER THAN 1' IOD IGD b' EDGE/ 12' FIELD BEARING WALL, THE TABULATED NEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED DIAGONAL BOARD SHEATHING PROPORTIONALLY TO REDUCE IN SPAN. 16 8 2 3 3 O ' EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES 10 2 3 3 66' OR 114' 2-8D 2-10D PER SUPPORT ' TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF CEILING IO w I"x10' OR WIDER 3-81) 3-101) PER SUPPORT ASSEMBLY 24 8 3 4 5 ' TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE ' NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b' ON-CENTER At THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING IS LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED MIIGrEER 10 3 4 5 O REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES NAILING REQUIREMENT FOR STRUCTURAL THE ATTIC SPACE NO ATTIC STORAGE IS ASSUMED AND THE TABULATED HEEL JOINT CONNECTION � RR EQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: 'PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. O MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. CEILING HEIGHT /TOP PLATE TO RIDGE HEIGHT ADJIUSTMENT FACTOR 2 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. i/3 150 AND CEILING CEILING J015T SHALL EQUAL OR LEX D ED T1 E 1TABRAFTERS,NUMBER UMB THE EOF M�O�T EQTOENAILS RED ILS IN THE RAFTER O 1/4 1.33 1/5 i O 6 1 'TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF RAFTER OR O IAO 1.11 CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 G TOP PLATE O 'WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10', THEY SHALL BE ADJUSTED AS FOLLOWS: WALL HEIGHT 8' 10' SEAL TOP PLATE TO ADJUSTMENT FACTOR RIDGE HEIGHT (FT) 10' 1.00 1.00 ��tED APZ 151 1.15 1.25 GIRDER SEE PLANS FOR .nom 20' 1.40 1.50 Cryo @QRS STR SIZES t TYPE FWn� MODEL# P3544 (REF# AC4) (UPLIFT 1815 LBS), MODEL# PB%6 (REF# AC6) (UPLIFT 1815 LBS) SEE PLAN FOR SIZES. 4X4 ACQ POST, 6X6 ACQ Copyright 20I7.STROMSKI architecture,p.c.All rights POST. SEE PLAN FOR 1 1/2' SPACING A` A reserved.The Architect reserves the right to reproduce this ALLOWS HOLDDOWN design in its entirety or any portion thereof.Unauthorized SIZES TYPE. INSTALLATION alteration of these documents is a violation of the New York ENDWALL BL=NG State Education Law.These drawings and specifications are MODEL# PA44 REF# an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any A1344), MODEL# PA66E other project,except by written permission of the Architect (REF# A66E) SEE PLAN CORNER STUD CONNECTED FOR SIZES. TO TRANSFER SHEAR PROJECT NO. I7-AR002 'AD55' USP CONNECTOR WITH G I 1 GRADE 5/8' DIAMETER ANCHOR BOLT SCALE As Noted DATE 4/2I/20I7 c I AND (2) 3/4' CARRIDGE LAST TWO Li I BOLTS. SEE FOUNDATION DRAWN BY WP CHECKED BY RS NJ PLAN FOR LOCATIONS 2-I6D COMMON NAILS AT FRAMING 6' O.C. TITLE °a 5/8" DIA. ANCHOR BOLT WITH 10' MINIMUM EMBEDDED LENGTH INTO 4. CONCRETE .4Tables, Q. Schedules and a Diagrams \_AaT=0-eK INTERVALS d a� SECTION A-A Q SHEET TYPICAL POST SECTION Scale: 3/4' = I'-0' 2 CORNER HOLD-DOWN Bcale: 3/4" _ V-O' 3 TYPICAL FLOOR AND ROOF BRACING Scale. 1/2V-O" W - 2 FRAMING AND CONNECTOR DETAIL SEE FOUNDATION PLAN FOR LOCATION AT END WALLS