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V �a Town of Southold Annex 6/25/2012 P.O.Box 1179 54375 Main Road o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35776 Date: 6/25/2012 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1350 Smith Rd,Peconic, SCTM#: 473889 Sec/Block/Lot: 98.-3-25.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/28/2012 pursuant to which Building Permit No. 37038 dated 3/5/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: addition of second story three season room to an existing one family dwelling as applied for. The certificate is issued to Shea,Mari (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37038 6/18/12 PLUMBERS CERTIFICATION DATED Autknized Signature S�iFFocx TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . 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#: 37038 Date: 3/5/2012 Permission is hereby granted to: Shea, Mari 106 Chestnut St Garden City, NY 11530 To: construct a three season room addition as applied for At premises located at: 1350 Smith Rd, Peconic SCTM # 473889 Sec/Block/Lot# 98.-3-25.1 Pursuant to application dated 2/28/2012 and approved by the Building Inspector. To expire on 9/4/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $254.40 CO -ADDITION TO DWELLING $50.00 Total: $304.40 Building Inspector ' 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 I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements" B. For existing buildings(prior to April 9,1957) non-conforming uses,or buildings and "pre-existing"land uses: l. Accurate survey of property showing all property lines, streets, building and unusual natural or4opographic 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- $100.00 J. Copy of Certificate of Occupancy-$.25 4. . Updated Certificate of Occupancy- $50.00 .5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. _r / / New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Haanlet Owner or Owners of Property: In" 4- M kK Suffolk County Tax Map No 1000, Section '� Block .03 Lot + 9-6 Subdivision Filed Map. Lot: Permit No. 7a9 _ Date ofPennit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: Applicant Signature SOUr�,ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 % BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Martin Shea Address: 1350 Smith Rd City: Peconic St: NY Zip: 11958 Building Permit#: 37038 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 Twist Lock RExit Fixtures TVSS Other Equipment: Notes: Inspector Signature: Date: June 18 2012 81-Cert Electrical Compliance Form.xls rjf so • aQ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] �ODATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:- DATE INSPECTOR 3�0-5 �O��OF SObryolo co ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE y INSPECTOR hO��,OF SOUly�lo 3 0, -� C0UN1Y,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING :FINAL [ ] FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: all DATE INSPECTOR pf SOpr�O`o 37o33' co TOWN OF SOUTHOLD BUILDING DEPT.. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING POINAL'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A/ DATE '� °` INSPECTOR SOdly�lo ' 3-7o3 Z 'w TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING � FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ,t. DATE ��' ��� �� INSPECTOR ' SO(/Tyo 6�, • �Q C� ��yco TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 A 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: ! \ DATE INSPECTOR 1 FIELD MSPECTXQN REPORT DATE COMMENTS FOUNDATION(IST) - ----------..•----------------- -- FOUNDATION(ZND) t� • z • yyy ROUGH FRAAnNG,& • ,H PLUMBING t4 ar INSULATION PER N.Y. STATE ENERGY CODE ' 4 if C FINAL ADDITIONAL COMMENTS o z • m �• J TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HAJ�L Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFo rk.net PERMIT NO. 9703 Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved �, 20--X�/ Mail to: Disapproved a/c Phone: a — rj 3 70 Expiration 120_0 (r 64-"-� J� Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20.92_ 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, agent, architect, engineer; general contractor, electrician, plumber or builder W h Name of owner of premises a2'tQ n ca,,.. -rL 1, — (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 w rk will be done: . I �5'D s n I-�k o � P•e.L 6AJ 6C�, House Number Street Hamlet County Tax Map No. 1000 Section �1 Block ® Lot 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 9 yr!A'y k, b. Intended use and occupancy t r�� °� �a v� P'U �em.tR 3. Nature of work (check which applicable): New Building Addition l/ Alteration Repair Removal Demolition Other Work ,�° (Description) 4. Estimated Cos Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.. 7. Dimensions of existing structures, if any: Front Rear__y Depth 0 Height Number of Stories_ lmensions of same structure with alterations or additions: Fronts Rear Height , $ Number of Stories 8.r Dimensions of entire new construction: Front i Rear `� Depth Height Number of Stories l 9. Size oflot: front �� Rear 9,06 Depth 10. Date of Purchase Name of f ormer Owner 11. Zone or use district in which premises are situated e_"Je"k 12. Does proposed construction violate ari, zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO ill excess fill be removed from premises? YES NO g Eob ' 14. Names of Owner of premises rA&Ftt t 172a4cm dress 6' C l!s'Phone No. Name of Architect Address Phone No Name of Contractorh&,,.&L X U me,6 L.Er,_ Address 43 ..T.s tom► e Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1/ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BUIRED 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 V- * IF YES, PROVIDE A COPY. STATE OF N W YO ) ! COUNTY O I being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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. Sword to before me this L� J Q% day o -'�J 20 l . _ VICKI TOTH: Notary Public,State New York N Notary Public o.01T0619"696Qualified in Suffolk Coum`y - Commission Dpires July 28,20� > l B-763 XTown of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM o PROPERTY LOCATION: S.0 T.M. THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A i 4( STORM-WATE GRADING,DRAINAGE AND EROSION CONTROL PLAN �s ice �n �tom" —Col CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW YOKE j l SCOPE OF WORK - PROPOSED CONSTRUMON ITEM# / WORKASSESSMENT Yes No a. What is the Total Area of the Project Parcels? Will this Project Retain All Storm-Water Run Off (Include Total Area of all Parcels located within the Scope of Work for Proposed Construction) Generated by a Two(2")Inch Rainfall on Site? (S.F./Acres) (This item will include all run-off created by site b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction acclivity? impervious surfaces.) (S.F./Acres) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIPTION (RovidaAddidarml Pages asNeeded) Drainage Structures Indicating Size&Location?This — Item shall include all Proposed Grade Changes and 42 I Slopes Controlling Surface Water Flow. 3 Does the Site P{an and/or Survey describe the erosion ? 1 0ja S 8 J er, S'd eU and sediment control practices that will be used to I. control site erosion and storm water discharges. This i O O m item must be maintained throughout the Entire I. Construction Period. 4 Will this Project Require any Land Filling,Grading or / Excavation where there is a change to the Natural ✓ Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? Will this Application Require Land Disturbing Activities / Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? F--1 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdictionEl General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or i Submission of a SWPPP is required for a0 Construction activities involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of o larger common plan that will ultimately disturb one or more arras of land; Which Exceed Fifteen(15)feet of Vertical Rise to t/ including Construction activities involving soil disturbances of less than one(1)acre when One Hundred(i00')of Horizontal Distance? the DEC has determined that a SPDES permit Is required for storm water discharges. �• El (SWPPP'S Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious / 1 for Storm Water Discharges from Construction activity-Permit No.GP-0-10.001.) Surfaces be Sloped to Direct Storm-Water Run-Off El 1.The SWPPP shall be prepared prior to the submittal of the N01.The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. •. 1 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, E, II' 1 required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any f. constructed to reduce the pollutants In storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder i compliance with the terms end conditions of this permlL In addition,the SWPPP shall Area?(rnis item will NOT Include the tnstauwtion of odvewayAprorm) Identify potential sources of pollution which may reasonably be expected to affect the ;- quality of storm water discharges. NOTE; If Any Answer to Questions One through Nine is Answered with a Check Mark i 3.All SWPPPs that require the post-construction storm water management practice In a Box and the construction site disturbance is betwaan 5.000 S.F.81 Acre in area, II component shall be prepared by a qualified Design Professional Licensed In New York a Storm Water,Grading,Drainage&Erosion Control Plan is Required by the Town of i that Is knowledgeable In the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE: A Check Mark{♦)and/or Answer for each Question Is Required for a Complete Apptloallon) i STATE OF NEW YORK COUNTY OF............1/� ......U.=..SS I That I,...... ��...... � Neing duly sworn,deposes and says that he/she is the applicant for Permit, ... . ... ... .. (Name of individual signing Document) And that he/she is the .............................................� (Owner.Contractor. .............. ....................................................... Agent.Corporate tJFftcer,ex.J Owner and/or representative of the 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 wifi be perforated in the manner set forth in the application filed heremith. Swom to before me this; .................�..... of... ..................... .20J NotaryPublic, `liC ..04V Z41k.... .. ................................................................... .... .............. VICKI TOTH {SlgnatureofAppll FORM 06110 y No.o1i06190696 Qualified in SOfolli Coun'i11 Commission Expires July 28,20 c� I �o��pF SO�lyOlo Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road max(631)765-95�2, P.O.Box 1179 Q roger.richerttNtown.southofaa.ny.us Southold,NY 11971-0959 O • BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: � S �C.Ecrrz4 c. Name: hn g C � - License No.: Address: Rio x o2t S" So v'-k o IU• Phone No.: Zig -ell JOBSITE INFORMATION: (*Indicates required information) *Name: �Ai?T'//iJ cP A 1 05.4 *Address: z 3 SO SM j hL& An *Cross Street: -T iV r�lA ej *Phone No.: Permit No.: Tax Map District: 1000 Section: _ Block: 3— Lot: _ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES NO 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 WITH APPLICATION 82-Request for Inspection Form (:q:o OV pF SO(/r�,ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yC4UNr1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD June 1, 2012 Mari Shea 106 Chestnut St. Garden City, NY 11530 Re: 1350 Smith Rd, Peconic TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4w84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 37038 - Addition /V P TO- 1 TV I OF SOUTHOLD PROPERTY RECORD CAS® OWNER STREET VILLAGE DIST. SUB LOl` 6 u C1 -212 FORMEI�JOWNER N: E AC G 5/7255 !c}� -e - S W TYPE OF BUIL NG RES.120 SE'`AS. VL. FARM COMM. CB, . MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS . - ' o,co-- 01 _ a parcc s y 1-78s_ � a 8"" a A 4 917 *02 nS erk lac %3 � `t Lt'. �c a� -7—� - - c- 0 f- rib-rr� jl�ORM BLOW A OVE lu J -) 7-:]0� (3P 3118� acldilioa�s, a��is hy - ` Tillable i Ji*- in + a 4cr'a+I bn T'illab,Ie 2 'Tillable A Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROADx e-aP 4 House Plot DEPTH BULKHEAD Totr-4- DOCK ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■mom■■■■■■■MOON 'ylV•. }Sy. S y•. ,, EE■■CNN■■■MNNMN■MMMMNMMM■ME mom � : ■MONO■ ■:lMEMM■■f�M■■■■■MM■■N Q NEON ■N■■MN m■■■■M■■M■NN • -� . - . ■■■M■MM ,NEE■�EE'M�1�EMMEEEM■■N NN■■■M�+r MNM%M■1Milo NNE■MEMO NM x 4 1 > ME■N■N /�M%MN■■MINE NN■MMEN■■N MOMMOM r{ .Ya : F r M■MEMO,'_ ■■NN■■NNMM MINE NEON mom MUM EMEMMIN . Base m6nt •• Ext. Walls Interior Finish Rooms I t Floor Recreation Roorr' • Dormer OWNER` STREET � � �� VILLAGE DISTRICT SUB. LOT FORMER O NER (,�mess N E ACR AGE TYPE OF BUILDING COLD/)eZ RES. SEAS. VL. FARM comm. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS As srw-*5 IVI c M1197-Lr 6he - aas-ooa AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD „ L Tillable 1 BULKHEAD Tillable 2 DOCK Tillable. 3 Woodland Swampland Brushland House Plot Total •��i,� �b,t`Se��'���F tar l ��I M ` ''o�•�1' r ,y�'h '.`•- °�i. lY �us_ P�y"i '.T-' ■■■■■���■■■■�■� G d{'J t�d+.Y��hl��9�1(� KQ - "�'�.5w •�G-'�2�L�f+n �$y ■■�.■��®�■■■�■■■ �AsINN ME 4M<; ,l� ON 9 s fit ra y, �yzti „c - •' f St i R"' ea - ... i a. C .. .. __ .:.,... MAE �45i-9 I-•'I f I 1 I iA l IIIIffI I I �. + {a ,,a a, ■■N ���■ �■■■�■ I, No MM11�NMMMMMM ME �MEM1SMEME �■ N ____� - MEN so ` � ..� \t.,.:e�a_�Ss 1r Y...��Y D-�.5...�,..1`.ya.u��n.�'rv+ ■■��.���� C •a ♦I o . gFI.Founclationi• r / WAZA e r i • _B.asement Floors •�i�%�R�"iy7 � �YL�J • • - • inis 6� ✓ '• Rooms Ist Floor MEN otter*- � , rj a . - • �• ' INDIAN NECK ROAD W LOT Y5 p"°Y j74.67' Ff FA ova i VAY E. sroau°c Sn e ... y, 79'37'00' . Ltgsrrw ti4 ro Cora O ' WQ l8•G rg SrOC>< .D ~ `17•• sTY. LOTo ri moors . 2 70 _New 3W - z - Sara p.43o A'.• l7 346 s�. �5 Q. b,39 A,- y LOT : 28 - ,rErN Grp cv o O '1 0.0 166.49' fp l d 0s Al sloes k�'0 sr LOT 31 SURVEY OF PROPERTY A T,,PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY,. .NY 1000 -.98 -- 03 - 24 & 25 `Nov,a5.►� SCALE 1" = 30' OCT. 20, 2003 NOTEN LOT NUMBERS ARE!REFERENCED TO OF INDIAN NECK PARK 'FILE'D ' lK THE.SUFFOLK COUNTY CLERKS OFFICE . ON MAY 27, 1913 AS MAP NO 551 OF NEWy., AREA= 36,116 sq. f! ANY.AL7E74A, 0R ADD171QN TO TIMS SLRVEY lS A VJW AT/OW QF' C OF.TTE NEW Y STA .EDLrGT10N LAII: = ' L'Tlahl.TtOD-.. L.ALL CE1t 71IOVI5 V r� AM' S T SEALTFE�JG£ Y / �7tS49ti 1 49f6 • Wh10SE S1GIW APPEIR3 HEREON. ADLMT/ONALLY•T4 COWLY WITH SAD-LAM TET'ALTERED BY' ECONIC URVEYO aysr.eE L>SEl�,qr Am Aw AL vEYORa unuznQ A carr l63l1 765.-5020 FAX 765 -!7 7 OF ANOTHER JUfVEYM ALAt•. 7ErMA4 91k7/'NSrECTED'AlM7 P. 0. BOX 909 BROUWr- r0:-DATE'ARE NOT N conrturlcE w►TH THE LAW. 230• TRAVELER STREET 'ZOUTHOLD, N.Y. 11971 - 87- 734 V BUILDING DEPARTMENT CRITERIA T— OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL I _ USE SINGLE FAMILY DWELLING �,► ZONE u1 HEATING DAYS 57660 I 7_i (�_• HEIGHT 28-0"TOP OF MAIN RIDGE }- TOTAL SQ. FT. (AREA) 3424 SQ. FT TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION - DESIGN CRITERIA PRESCRIPTIVE DESIGN WFCM-2001 HIGH WIND EDITION >y . FRAMING ELEMENTS SEE FLOOR PLANS AND SECTION >sl -- WINDOW AND DOOR SCHEDULE SEE PLAN PAGE 2 c(1 NAILING SCHEDULE SEE PAGE 3 1 �_T CLIMATE AND GEOGRAPHIC SEE PAGE 3 INSULATION I J T z 12 ROOF R-38 — 17 WALLS (2X6) R-21 NI P.TG H EX 15TI N FLOOR R-38 I SH I NGI L�� 7 I2r MAXIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (psfl i I EH EXTERIOR BALCONIES 60 OGI� C-IU 7T L tZ oIJ _ DECKS --- 40 (o'I FA�GIA - MATGH Fact ICS W/O STORAGE 301 )") 1 l_f____ ATTICS WITH STORAGE 40 ROOMS(OTHER THAN SLEEPING) 40MATCH !-Xf ,I I I - - -- SLEEPING ROOMS 30 - 1 - Illl 1 I ICI IIL LPr \(L WRAP WtiW 0 I I� - CRITERIA FOR CALCULATION OF DEAD LOAD _ �) V ACTUAL WEIGHTS OF MATERIALS REFERENCED TO j ARCHITECTURAL GRAPHICG 'i"IIM NI^?GH EXT Z_ -.I1 STANDARDS v I N_(L CO P-0 E p_ PAD _ . I_L LILl SNOW CL GROUND SNOW LOAD 45 i 6101 Nq- MATG H GXT I' 1 SEISMICDESIGN CATEGORY B I�111 II i WIND j WIND SPEED 120 MPH EXPOSURE CATEGORY B WINDOW PROTECTION SEE PAGE 3 ' PAINTED (�R/xG fit:'(' ALL WINDOWS TO BE PROVIDED WITH MIN. %"THICK PLYWOOD FIT PROTECTIVE PANELS. MAXIMUM PANEL SPAN OF 8"-0". PANELS SHALL BE I PRECUT TO OVERLAP UNIT TRIM BY 2" MINIMUM ON EACH SIDE, SHALL BE LABELED WITH THEIR LOCATION,AND SHALL HAVE ALL ATTACHMENT I HARDWARE PROVIDED. REFER TO TABLE 1609.1.4 (PAGE 3) FOR FASTENING -- SCHEDULE. ENERGY CALCULATION N/A EASd tF E E ISTI Wq ST kir-TU P- i -F I-o N T E L EVAT 10 �11 • I/411 = � IoII -,,l = z FRn « C� E �) �7r APR - 2 20,12 BI Dr Dt'T. Z TOUJPJ 0F SOUTNO!D I S < 12' ATG H b xT� 17 A,:5pH/%LT 6HIWg1A� a - sH TN HLE u`rGl 1 1 " El~ c. 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I I �E C��'�!"� I` RETAIN r-o¢ Lry t: I U �'II � � �M. ZXfo WooG STUD No,Ll � I EN'lavt EXI�TI fJ z -! _ =� J2!'Gt�K -✓HCATHIN - fIN. l=LOOR-IW�-T.B.p II W/hLL R-'2I I�J LAT 10 --- --- - - ---- -- - l¢" p L`{w o 51J�FLC�R- 51.5T-F tz W E W E`A"T5T7N 1 2-xl2 FJ,TO _ - tX IST1NCI 2x 10 LAM GANTI I.tvER- ! STEL6 "1 Ru tJ 13Ac r- To _1r)e c BEAM � � MoL.ilia � pL� f� PTP � Kc�r Ex 12-M ' v v� P-YI-5TIWCA T 1 N Cj �L ry d ,� RE Loc�TE Exr' I i 11 $� d c�>z e, L IGI►ar s�rr'c.1-! - v� � Z AIII, �z y (I LTV) v IIII r. � V i O v�9 � m � 11 E��o N M M,-T EF- IEn R-a�M W, I, c. CC E o R-oo r1 u 15T IN �XI1 1 Z �,1111 Roots NEAP E.R. EANt �T - IIII ILL IH , n - - - - - -_- -_ - -_- - - - - - - - - - - - . LXIh'j'ItJ N �Za WltJtx�WA Poor' -TRIPLE Zxro _Jill 6F.Le>w P�'sT A V I� ______=_ __ IIII= ^_ IL E)l15TIN�j / - xlsTiNq 3- ITI4X Ih/B �P -Ilr- AI 2.oE. L,iL � _-- IIII-- d - - - - - -- - Ft E 111 i%� I =11i��ii ,;_ � LEGT � IGPrL LEC� �N p II - - Ii ExtSTING- - - - -- - -IIII- - p L a f� _ - -- - -- - - - - - I,— - 4 E W 2- X�I�Zq b M ►� - G Mo u N 1"E n J U I.1GT 1 o fJ 1�DX I tI : I 11 �--� /4 X' g,� Q I LS/L P-4 b E-13 EA I _ _'. fr- I I I I I t-c) �4 I Z.xq STUD WALL- I _ - - F J e I<o v TY - _ �IIL __ ZxCo STL D WALL. ( �I'I - EXI3 TIIN l D L E/ h Aro. I -- - - 1� - - - - - - - - - - - - - - - ( = 3 I �s} x I i �8 C�P i.�►.M �t'EEL BEAT-� °x° F gp aWITGHH1PIMMEFL - - - - - - - - - - - - - - - ' I = _ _ III - __ _ \\2 IL _ I�_ - 1111- N P hVrL io- F R2: & WA L G E 4. 515TEI� NE �2x IO - = =- --- - - - -,41P CANTILi:�/E� IIIJ - x117/g PfillF - _ - - TYP II ���.-/////- _ LAM z_o 6_L,iL, Dfs^M _IIII=- T�ipLE III '2- toes Ica" II `Tf�tPl)r �_ - _- -_- II - ,e.�v. L= _ _ _ _ _ EXISTIQ9 15TIhICj '�� a �G V- FP-A M I NG1 �.PLtJ H 0E IZ H EA D EER CLAM 1�- tvctt°�t E�E^M � OoF FKAMIt�Cq F 7 i/411 = I '-o`' �O( NLIN I Lij �_ <;y 6 Z { GENERAL NOTES: NAILING SCHEDULE BUILDING DEPARTMENT CRITERIA PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST d PAPER ASSOCIATION • ALL WORK SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL BUILDING CODES AND CONNECTION FASTENING SPACING NO. COMMON OCCUPANCY CLASSIFICATION R-3 (RESIDENTIAL Q Z ORDINANCES. • THE INFORMATION ON THIS SET OF CONSTRUCTION DOCUMENTS IS TO RELATE BASIC 1 RAFTER TO TOP PLATE(TOE-NAILEDICIIr O.C. Sad PER RAFTER USE SINGLE FAMILY DWELLING DESIGN INTENT AND FRAMING DETAILS. THEY ARE INTENDED AS A CONSTRUCTION AID, 2 CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 ad PER JOIST ' NOT AS A SUBSTITUTE FOR GENERAULY ACCEPTED GOOD BUILDING PRACTICES AND ARE IN 3 CEILING JOIST TO PARALLEL FL RAFTER(FACE-NAILED) (SEE TABLE 3.7) EACH LAP ZONE 116 t- I COMPLIANCE WITH CURRENT NEW YORK STATE BUILDING CODES. THE GENERAL CEILINGJOIS'TLAPS OVER PARTITIONS HEATING DAYS 576(0 _ CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD CONSTRUCTION DETAILS AND 4 (FACE-NAILED) (SEE TABLE3'7) EACH LAP HEIGHT 28-0"TOP OF MAIN RIDGE PROCEDURES TO ENSURE A PROFESSIIONALLY FINISHED, STRUCTURALLY SOULND AND is COLLAR TIE TO RAFTER(FACE-NAILED) (SEE TABLE 3.4) PER UE CT. TOTAL SQ. FT. (AREA) 345�4 SQ. FT. WEATHERPROOF COMPLETED PROJE 6 BLOOCKING TO RAFTER croE-NMLED) 2-80 �H END TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION • THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK AND CONSTRUCTION lu 7 RIM BOARD TO RAFTER(END-NAILED) 2-1 aD EACH ENO MEETS OR EXCEED CURRENT FEDERAL., STATE ANDLOCAL CODES, ORDINANCES AND DESIGN CRITERIA PRESCRIPTIVE DESIGN (0 REGULATIONS. THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS a TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1aD PER FOOT 6 TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4-16D JOINTS-EACH SIDE WFCM-2001 HIGH WIND EDITION d FOR THIS BUILDING. • THE DESIGNER HAS NOT BEEN ENGA&ED FOR CONSTRUCTION SUPERVISION AND ASSUMES 10 STUD TO STUD(FACE-NAILED) 2-18D 24'O.C. FRAMING ELEMENTS SEE FLOOR PLANS AND SE I NO RESPONSIBILITY FOR CONSTRUCTfION COORDINATING WITH THESE PLANS, NOT 11 HEADER TO HEADER(FACE-NAILED) ISO 19.O.C.ALONG EDGES WINDOW AND DOOR SCHEDULE SEE PLAN PAGE 2 RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR 12 TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-180 PER 2X4STUD NAILING SCHEDULE SEE PAGE 3 PROCEDURES OR FOR THE SAFETY PRIECAUTIONS AND PROGRAMS IN CONNECTION WITH 13 BOTTOM PLATE TO FLOOR JOIST.BANDJOIST,ENDJOIST CLIMATE AND GEOGRAPHIC SEE PAGE 3 THE WORK INDICATED. THERE ARE NO WARRANTIES FOR A SPECIFIC USE EXPRESSED OR OR BLOCKING(FACE-NAILEO) 2-180 PER FOOT INSULATION IMPLIED IN THE USE OF THISE PLANS. 14 JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-1aD PER JOIST_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE ROOF R-38 • 2-SD EACH END JOB. DIMENSIONS SHALL TAKE PRECEDENT1 S BRIDGING TO JOIST(TOE-NAILED)OVER SCALE DRAWINGS ( DO NOT SCALE WALLS (2X6) R-291 j DRAWINGS) 18 BRIDGING TO JOIST(TOE-NAILED) 2-SD EACH END • THE CONTRACTOR SHALL SUPPLY ALL. LABOR AND MATERIAL SHOWN ON THE DRAWINGS 17 BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-160 EACH BLOCK FLOOR R-38 UNLESS OTHERWISE NOTED IS 1LEDGER STRIP TO BEAM(FACE-NAILED) 3-1813 EACH JOIST MAXIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (psf) W '� • THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING 19 JOIST ON LEDGER TO BEAM(roE-NAJLED) 3-80 PER JOIST EXTERIOR BALCONIES 60 ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION 20 BAND JOISTS TO JOIST(END-NOJLED) 3-100 PER JOIST DECKS 40 � j AND MISALIGNMENT ACCORDING TO APPLICABLE CODES. 21 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-18D PER FOOT ATTICS W/O STORAGE 30 • THE CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES AND COSTS RELATED TO THE WORK. 22 SAND JOIST PANELS ap (SEE TABLE 3.e) CONTRACTOR SHALL INITIATE ALL REEQUIRED INSPECTIONS OF ALL WORK COMPLETED. ATTICS WITH STORAGE 40 �1] jTHE CONTRACTOR SHALL AT ALL TIMIES KEEP THE PREMISES CLEAN AND IS RESPONSIBLE DOAGONAL D SHEATHING ROOMS (OTHER THAN SLEEPING)l 40 j FOR REMOVAL OF ALL RUBBISH FOR .ALL TRADES FROM THE JOB SITE. r x e•OR 1'x 8• 2-aD PER SUPPORT 1'x 10.OR WIDER 3-80 PER SUPPORT SLEEPING ROOMS 30 - - -- - " - - CRITERIA FOR CALCULATION OF DEAD LOAD -- "- O r -- - —- 24 GYPSUM WALLBOARD BD COLERS T EDGE/10"FIELD PAWLS ap (sEE TABLE s.B) ACTUAL WEIGHTS OF MATERIALS; REFERENCED TO FRAMING NOTES 26 FIB ERBOARDPANELS gp 3•EDGE/a'FIELD SNOW ARCHITECTURAL GRAPHIC STANDARDS • ALL LUMBER TO BE DOUGLAS FIR #2 OR BETTER @ 16 O.C. • ALL WOOD FRAMING IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE aD 3•EDGFJg-FIELD GROUND SNOW LOAD 45 TREATED. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC FREE TREATED WOOD SEISMIC STANDARDS AND SHALL TAKE THE PLACE OF 'CCA'. 27 GYPSUM WALLBOARD So COOLERS 7'EDGE/1V'FIELD DESIGN CATEGORY B • ALL TJI'S ARE TO BE INSTALLED IN XCCORDANCE WITH THE MANUFACTURER'S 2a HARDBOARD 60 (SEE TABLE 3.>i) - SPECIFICATIONS AND SHALL INCLUDE SQUASH BLOCKING WEB STIFFENERS AT BEAMING 28 PAR.�LEBOARD PANELS SO (SEE TABLE 3.9) WIND i POINTS IN GIRDERS AND OTHER LOAD BEARING AREAS. � 30 �,GO�BOARD SHEATHING WIND SPEED 120 MPH • STRUCTURAL STEEL ASTM A-36-• FY= 36 KSI • ALL STRAPS, CONNECTORS, PLATES, 830LTS, NAILS, ETC. ARE TO BE GALVANIZED. 1'x 6'oR 1'x e' 2-aD PER SUPPORT EXPOSURE CATEGORY B DRAWINGS ARE BY SIMPSON UNLESS T'X 10'OR WIDER 343D PER SUPPORT WINDOW PROTECTION _ SEE PAGE 3 DESIGNATED CONNECTORS, STRAPS, ETC. ON THESE DRAW OTHERWISE INDICATED. ALL CONNECTORS, STRAPS, ETC. ARE TO BE NAILED/BOLTED IN 31 STRUCTURAL PANELS ALL WINDOWS TO BE PROVIDED WITH MIN. Y"THICK PLYWOOD EDGE/12'FIELD ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 1.OR LESS so e' TABLE 1609.1.4 PROTECTIVE PANELS. MAXIMUfV7 PANEL SPAN OF 8-0 . PANELS SHALL BE • ALL FLOOR SHEATHING TO BE '/:' AC 'TYPE PLYWOOD, TONGUE AND GROOVE AND SHALL BE GREATER THAN 1• 10O e•EDGE/e'FIELD PRECUT TO OVERLAP UNIT TRIM BY 2»MINIMUM ON EACH SIDE, SHALL BE WIND-BORNE DEBRIS PROTECTION FASTENING GLUED AND SCREWED TO THE FLOOR JOIST (6" O.C. EDGES AND 12" O.C. FIELD) 32 DIAGONAL BOARD SHEATHING ' SOLID BLOCKING IS TO 8E INSTALLEID EVERY 8'-0" O.C. MAX AND MID SPAN OF ALL FLOOR 1'X e'OR 1'X S' 2-SD PER SUPPORT LABELED WITH THEIR LOCATION,.AND SHALL HAVE ALL ATTACHMENT SCHEDULE FOR WOOD STRUCTURAL PANELS°' '� JOISTS WITH SPANS EXCEEDING 8'-0)". BLOCKING IS TO BE INSTALLED AT ALL POINT 1•X10'ORWIDER 3-19 P�P D PER HARDWARE PROVIDED. REFER TO TABLE 1609.1.4 (PAGE 3) FOR FASTENING FASTENER SPACING (inches) LOAD BEARING POINTS. SCHEDULE. • INSTALL DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL. ' NAILING REQUIREMENT'S ARE BASED ON WALL SHEATHING NAILED e•ON-CENTER AT THE PANELEDGE. 1� ALL EXTERIOR WALL HEADERS TO BE 2 2X10'S AS INDICATED ON THE FLOOR PLANS AND IF WALL SHEATHING IS NAILED 3"ON-CENTER AT EHr PANEL EDGE ENERGY CALCULATION N/A 2 feet< 4 feet< 6 feet< A TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE FASTENER Panel span Panel span Panel span Panel span DOUBLED.OR ALTERNATE CONNECTORS.SUCH AS SHEAR PLATES, SECTIONS AND ALL INTERIOR HEADERS ARE TO BE 2 2X8 S UNLESS OTHERWISE NOTED. SHALL BE USED TO MAINTAIN THE LOAD PATH. ALL HEADERS EXCEEDING 5'-0" SHALL. HAVE A DOUBLE JACK STUD WITH A SINGLE KING •WHEN WAIT.SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS.THE TABULATED NUMBER OF TYPE <_2 feet s 4 Beet 5 6 feet <8 feet �x NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-1 60 NAIL PER STUD AND ON EXTERIOR WALLS PROVIDE DOUBLE SILL PLATE (TYP.) FOOT. 2'/2 No. b Wood screws 16 16 12 9 • PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS AND SOFFIT VENTS AS INDICATED ONPLANS OR AS NEEDED. • EXTERIOR FLASHING TO BE ADEQUATELY INSTALLED AT ALL CONNECTIONS BETWEEN ZtI2 NO. 8 Wood screws 1b 16 16 12 �- ROOFS, WALLS, CHIMNEYS, PROJECTIONS AND PENETRATIONS AS REQUIRED 8Y APPROVED 4- CLIMATE AND GEORGRAPHIC DESIGN CRITERIA For SI: I inch = 25.4 mm, I foot = 304.8 mm, 1 pound =4.4 N, CONSTRUCTION PRACTICES. I mile per hour=0.44 m/s. 3 y TABLE 301.2(RESIDENTIAL CODE of NEW voRK> a. This table is based on a maximum wind speed (3-second gust) of 130 mph L] FLOOR PLAN NOTES GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD and mean roof height of 33 feet or less. ��}--� SNOW DESIGN DESIGN UNDERLAYMENT HAZARD • 1 DIMENSIONS SHALL TAKE PRECEDENTf OVER SCALE DRAWINGS. DO NOT SCALE DRAWINGS LOAD SPEED (M" CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. REQUIRED " b. Fasteners shall be installed at opposing ends of the wood structural panel. r, • ALL INTERIOR WALLS TO BE COVERED WITH /s GYPSUM BOARD WITH METAL CORNER LOAD BEARING REINFORCING UNLESS OTHERWISE NOTED ON PLANS. VALUE of MAP#36103CI66G C. Where screws are attached to masonry or masonry/stucco, they shall be at- EXPOSURE CATEGORY SOIL3,000PSF MODERATE To SLIGHTLY To Cached utilizing vibration-resistant anchors having a minimum withdrawal ; V • INSULATION RATINGS AND INSTALL*TION AS INDICATED ON FLOOR PLANS AND SECTIONS 48 pgc 120 MPH B 'SEVERE' tr FOOTINGS HEAVY MODERATE ZONE 118-11• YES EFFECTIVE DATE: USE.,E' MAY" "' °°° capacity of 490 pounds. i Z NOTE: ALL STRAPPING TO GO BENEATH 2"X6"� WALL. i EXTERIOR SHEATHING. (TYPICAL ALL) STUD Z 5 (3) 2"X 10" CONNECTION OF WINDOW `n HEADER TO EXTERIOR WALL. WALLL HEADER SIMPSON LSTA18 STRAP WITH ` WALL STUD i (12) 10d FASTENER. ----- - - -- -� SHEATHIN (3) 2"X 10" ONNECTION OF WALL ! y,�Q A WINDOW SHEATHING TO WINDOW I d HEADER HEADER 2"X 8" BLOCKING 2"X6 _ o JACK (2) 2" X 4"TOP PLATE STUDS 3 ONNECTION OF WALL HEATHING TO 211X 6" STUDS CONNECTION OF WALL SHEATHING D8 I G TO STUDS AROUND WINDOW HEADER Al — 1 TRUSS BRACING JACK (EXAMPLE) f I STUDS (MTS 12) BAND.JOIST CONNECTION OF WALL SHEATHING D5 FLOOR FRAMING ! i TO TOPRPLATER TO WINDOW HEADER (RPS4) (EXAMPLE) 2"X 10" RAFTER j j RAFTER BRACING MTS12 STRAP TWO- MEMBER FLOOR KANT-SAG LSTI22 OR SIMPSON HL35 WITH (7) 10d X 1 1/2 FASTENER SUPPORT BEAM Q ch IMP N L TA21 TRAP TO STUD AND RAFTER. o E RIDGE WITH (16) 1Od X 1 1/2 FASTENER ANGLE BRACKET PILE CONNECTION OF FLOOR FRAMING Cl BEAM (STRAP REQUIRED FOR 16"JOIST TO SUPPORT BEAM. SIMPSON LTS12 G DEPTH OR MEMBERS WITH SLOP STRAP WITH (12) 1Od X 1 1/2" FASTENER I STUD TO STUD OF 7/12 OR GREATER). DBL. MICROLLAM INTO FLOOR JOIST AND SUPPORT BEAM I .. :: (cs16) Ole BIRDSMOUTH CUT (/D� LOW END OF JOIST ONLY CONNECTION OF FLOOR FRAMING pg J 10d NAILS OR STUD TO BAND JOIST 2"X 10" R.R. A 1 - 1 16d SINKERS (CS16) (EXAMPLE) TO SUPPORT A 1 -1 3" O.C. VERTICAL (EXAMPLE) 4" O.C. HORIZONTAL HEADER ANCHORAGE (LSTA18) STRONG-WALL [ROOF 1a1 (TYPICAL SOH EARWALL CONNECTION OF RIG D1 CORNER CONNECTION D2 TRuss SHEATINGTO WALL STUD ; CI Q EACH CORNER) f BEAM TO ROOF RAFTER Al - 1 (EXAMPLE) Al — 1 TOP PLATE. -Z (EXAMPLE) WALL STUD PROV. 11 7/8" BOX BEAM �. ED O PRE ATTACH SILL PLATE T PHD6 WITH FOUNDATION WALL STUDS 12) SDS 1/4 X 3 , USING USP BEARING < °� BOTTOM PLATE ! FASTENERS PLATE FASTENERS CLIP ANGLE (BOTH SIDES OF f !- (HBPS/LBPS) BAND JOIST 1 SCREW THROUGH CONNECTION) MIN. LENGTH = JOIST [DOUBLE �� w 1 SILL PLATE TO BRACE AT EACH WEB DEPTH MINUS 1/2" TOP PLATE F 0 O, FOUNDATIONEEp (BP) 8 SCREWS (4 PER LEG 0.75"X FLANGE33 MILCONNECTION TWO- MEMBER FLOOR SUPPORT BEAM c� ,G`' � SILL PLATE TO FOUNDATION e; AT ALL WINDOW FLASHING G �� w PILE NE TI N F WALL TO FLOOR FRAMING .p ;}' '� USING LISP BEARING METAL HURRICANE (TYP. ALL LOCATIONS) r5; CONNECTOR SIMPSON 10d LSTA18 STRAP WITH r � y j PLATE FASTENERS (12) 10d FASTENER. z (HBPS/LBPS) )WALL CONNECTION OF BAND CHEATING SIMPSON L TTP4 STRAP ( 2) 8 JOIST 1 SUPPORT X- BRACING D3 CONNECTION OF TOP �FEs � i METAL FASTENER SCHEDULE 1 D6 CONNECTION OF WALL 1 Al — 1 (EXAMPLE) Al -1 JOIST TO HEADER JOIST D4 WALL PLATE TO WALL STUD. A1 - 1 TO FLOOR FRAMING. Al - 1 (EXAMPLE) Al - 1 (EXAMPLE) BUILDING DEPARTMENT CRITERIA -� OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL USE SINGLE FAMILY DWELLING ZONE 11B .� HEATING DAYS 5760 HEIGHT 28-0"TOP OF MAIN RIDGE r' TOTAL SQ. FT. (AREA) 3454 SQ. FT. TYPE OF CONSTRUCTION CONSTRUCTION FRAME WOOD N TRUCTION O Goo I LT DESIGN CRITERIA PRESCRIPTIVE DESIGN �- rxTAgoN^4 GUPoiI WFCM-2001 HIGH WIND EDITION -co PPE 12- FL.A W-'E D FRAMING ELEMENTS SEE FLOOR PLANS AND SECTION %.0 (9c NG� -' _ WINDOW AND DOOR SCHEDULE SEE PLAN PAGE 2 d- -.31 Id iLE -Llri HT NAILING SCHEDULE SEE PAGE 3 < GoU13Le PANri0 s 1N5L1 LATE D GI L"212 -� _ CLIMATE AND GEOGRAPHIC SEE PAGE 3 F.Q) INSULATION -� :'t'l21 N1 12 2,I-g ' 12 12 ROOF R-38,rc i-1 5) I oTI °I � E ' WALLS (2X6) R-2121 h H I NGI L!~-17— j FLOOR R-38 MAXIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (psf) -I ;i 12. oc,EE GLi-n-y,P-a EXTERIOR BALCONIES 60 MATGN Es-r l DECKS 40 ATTICS W/O STORAGE 30 � (� t~p-I EZE-AZL'K. ATTICS WITH STORAGE 40 d M^-rGH 15,e ' 5IZ E5 _ - ROOMS (OTHER THAN SLEEPING) 40 _ _ _ _ ! SLEEPING ROOMS 30 /lZ C 1I- W IN 120 W CRITERIA FOR CALCULATION OF DEAD LOAD GAhE I►Jcj L ACTUAL WEIGHTS OF MATERIALS REFERENCED TO u N IT � Ll I ARCHITECTURAL GRAPHIC STANDARDS 4" AZ L !%6,0 p N E¢- � _ - _ — I SNOW ----- — � — GROUND SNOW LOAD 45 GE t�A Iz- I M P pl:s5 Ic,45 SEISMIC 61 PIN C� - MATGH FYV:jj DESIGN CATEGORY B WIND z►Z"x 42" x Co,' - WIND SPEED 120 MPH PAI NT�D �R-AGkG EXPOSURE CATEGORY B WINDOW PROTECTION -SEE PAGE_3 ALL WINDOWS TO BE PROVIDED WITH MIN. '/:"THICK PLYWOOD Im PROTECTIVE PANELS. MAXIMUM PANEL SPAN OF 8'-0". PANELS SHALL BE PRECUT TO OVERLAP UNIT TRIM BY 2" MINIMUM ON EACH SIDE,SHALL BE — LABELED WITH THEIR LOCATION,AND SHALL HAVE ALL ATTACHIMENT l Lul HARDWARE PROVIDED. REFER TO TABLE 1609.1.4 (PAGE 3) FOR FASTENING SCHEDULE. _..--- ENERGY CALCULATION N/A o f I G a -hpo rn o o -- D EGIL 2?fLuGTfj2 E I x 1,-.)'f I N ;rp LtG7 Lj rz 15 I 1j = 11 oil ' � 3 �= Z �--'� v --- 015 foM d 11.7 ou�Ago NA,L. o0Po L'A - co PIPE 1- FLl,¢C9 f1coF Iwc1 QL 5114 LE LIG�RT -Tor of - I�Ut.ATE�AJIE.LDA� G U . '9 ..._-- _ _� G IJS'TAoctj-,�Oi N�AU LI�TG PO D.5 P LJ PoL,A, � � � T'I�-tM =9 �5R�Ft�EcLIG1FiT 1,� N _ PC>LJ L E PAN &P lNhta L AT a t7 Gl LAt,!� H �.a 12 I . IoT we, ._- � - rZlo�-ET ATG G H ExT , -HlNgLE - I SHIWc LiE<! 5"ace E E cl U TT E Z O 12 &11 PA,6oIA• MA7GH 5XTG, To P o F. 3 '' Fk-IEZE AzE IL(o�E4� ''r" FL-p-• G1 12 E5 EIS (BUTT-ER- L� o N a," F,A� IA' M/�TGH ExTG15 2 E Z'oI� D F - N1i*Tr H E xl-j�, W w i ti pow ld' F 9-I E2E - AZE K-(o►2 el:>) ;. _ LL]I _III 1 t _. fr V� 14 I Jvo� I 7-5� W IN P®w „1 tJ — — Tizl M -cA`�E 00 11 I TTL I 151NCILE 11H ff" _I �a 1�1GjLE Lit-.11r -- 0 "AZE K wiwEp- t3DJIL - -- _ TZ_ llOL PAtZ I MI�:ES�o tiK I _ 1 oIs wD TI.I II111 SIDING - MA7ct) IF TAP o r �II�IN ,, ►, j1 pA1NrIM D t G 42x42 xG = 1�RAGLi1: r � �LH �xrG. B ,aG r5A P PROVED AS NOTED t�V TE• B.P. # 7 Z Y 0 LJI L F,iVEI,/ Q - - - IFY UILDING DEPARTMENT ��P4 yo / SOP o� - 802 8 AM TO 4 PM FOR THE LL. I—!' --—--- --- - ----— - - -- 0 ING INSPECTIONS: DATION TWO REQUIRED _..- __.._. OUREDCONCRETE _ _�------ - •FRAMING,PLUMBING,------------ \` .:•. , .., ;,, rG� STRAPPING,ELECTRICAL&CAULKING \'-;;` ' Vill 3, INSULATION Ott z 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR L.15 FY 61 D E L E�/!-'DTI c� r� F��� E L EuA\T l o d ALL CONSTRUCTION SHALL MOT THE 1 1 ���----- ------- ---- REQUIREMENTS OF THE CODES OF NEVI .` "; N. OR 1/� 11_ '/4-11- 1 1 '1 _ YORK STATE NOT RESPONSIBLE FOR °w'1 . DESIGN OR CONSTRUCTION ERRORS. j _ 1 J r W F U i- RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236iOF THE TOWN CODE. ELECTRICAL INSPECTION! 6`r � - W I Cj y LE DOAR C2 F4l0,MFP10 6HA Ff. G 77 • 2x 8 p^FT6P� Mo � PRo•�►r7 6 R-3S x]B N P5 L. --Piet E D t��F t�h�T� tz/ -- _ _ N'� �fSUL1'4TED �LA� 1= I -`- 1 Nt u LA1-1ot�al �L 2 x to P-I PY 15 `� m CZ� I W l I - LA �• n' (J 1 - -a I �MovE ExT -- FP•OVIDE 5/8' GDX PLYWoop ,�Q 2.x la - -- - _ 1 ill i t.T• 10 IZE7P I N Fo P U6 is I N W L --_ - Y p7zdv I V E _ - -T 4-4 EXPP,NDEt2 CLOf2C'r A PHAt.'f �oo�' gHINctL: �a -► MAT - H E u►�aT l N 'Y _. _ 1N E Q — 1 Ove12- 151b. FELT 1 #--� '� -- _-____ pR l' o^/1pE WEATN"EZ I 14^1rI H`" Up 3'-o''.- - I 1ZENlA/E EXt I-+-- ILINC1h/DEG�IIJC�/ R2�P/.� W10mlml5' ' '- -- - - - ---' I fLEMovE E PbI— 2xGo�TOP PI.A-M -- �LEEpEI�� R-oaF r �+ - - - - - - - -� _ F-ETAifJ HEAVER- I , PESV_ IJN 3- 2xlo WEIR TH12•� E M t✓I�tzaw r Fob 0 EW INT- txbR� I h11 p-pou W►D1► q �A�ptJ a-M . l ¢ETPI 0 r-xTq- ZX►O r' I I W�L-L� AND E lk,E N 4X SSRIE 'Z ► 11 CX>U�L E HUNG W D W 5 �X lSTi h1 GAWT 1 L F_V Ei P-I'P T II Vu STIzUcrU �-E I 1 I :SIMUL,p.TEfl DIvipfar, " 4YF I.-I HT_..W/.S PA1;_I:la- � , --�~ IJ'1 I,� EMavE Ex15TIN� RAC° WOOD STuP_WLAI AV- F t/2"G DX 5 H EATH t j, "oA to F l.aa R-I NCi t� r- - - - - - -i - �Mo�E IL- 2t HI H DEN51T /4� PLYWly sUDFLoc1z- - �u I LT• Its - RET^I�l _ Fo R- US a 1 U W E W L`r 1-a I L. FAQ I t�5u UATIo - x to I d� 515TE IZ N E W „ p. QE Mo.i� E�TG 1 1 IrX PAN P E p GLo`at:-f _ 2x10 F j. t~X15TI N ;LG F I N C+ ____ "I6Tl WC, 2 x I a 3 - 1'e/'j x 117/8 CA,P. LAIC f 6ANTI LEVFF 11 W/ 2 -5/8''•STE£ L BCAP� 42-W-)(-42" Co'' DE ICI o L I T I D f\1 P L C t�_ P,�I NT'E P �Ra��.�r _ �_ _u:i3T1Nj LIvINc, 12.oaM ALL WINDOW SIZE AND LOCATION AS PER PLAN. I- o if ALL WINDOWS TO BE ANDERSEN 400 SERIES TO MATCH EXISTINIG WINDOWS WITH SIMULATED DIVIDED LIGHT GRILLES AS SHOWN ON THE ELEVATION. l01- Cod �1 1` �i1 Eui�rlwq CRAWL ¢--o Co Ex 151 l N Z .�; 5 U I L D I �I 5 _ _ E CT o i fI � ID 0 °''b" - - - - -- 1/ 'la 11- oil a Q ¢ ���i• Ad et .>~cT 1G po.o -� � � Exrc1 5W ITCH NLAT AT U PEA , S iU x 10 _ h --� I d I ► ► I F-E LnGAT E vzJ � •` � A �\ ( N � 6U 1 LT•I Nh F'Z4M - -- � � Z Z I fiH 12�. V — -- o n 13 _- 8�n SoFF►'f _ 77-1 - f toE:LrcTI- IC^ LE E:W D Ptk, 71 - - G LGi Mo U li-C E D d U h1GT l o� 13ox 1/4 �► = ( 1_° 1 > 2�4 STUv WALL TH It4 k h EA4o 0 pU P L E x aU-r t.E'r �•-f7 f71 T'i O N : 2-')(Ca 6Tu t7 W^A_ 11, I I oL N Oil - \ � 7- TIH r�laST�f X lsTl 2-2 x 12. - 4 14 �-- r ;m - NEH D131- j I'__ __ _ _ ____ _ -__ _ _= = = = Jj1�== x co -�- ,2x10 I'IIA.GL:...___ / Ii =_ __ _ __ ===11L=== %t1 II a o. If Ar _ 'e 1-Or1L -Z=OE L�� _ _ _ dill -_ ,I► _ _ _ _ _ =-JjI�=_ �� �I t11 'ST-�'!�iw ►J E (� / ' '1 I l lr .c � � 11 -___ _ _ _=I(I 4 f l/ j' 1� l� --- U 2.� MToExt _- - - - -' - -- - - - - - - - - - - ---Jlk-=- ? i� I! ►I I _ 1 _ -� 1t1 ?YP ( 1- 1 I 1�1 =- k+�y� ��c - - __ = 1 �=',t -�T- -i:-i► __- — - 1�j o .'Y _ - � I x Tl �1 ;L -- -'L - - - -- - -�15ZI,N - - - - - - - 1 -_= Zxl��� '1 - - - - II����� 1i 11 11 - -- - —_ Nt - --- - - ---- - 2u 10 c� Ilo G C TYP II L_ t 1•�_l0 2 2 p- -��`� ' I I �► — -._.._.. :... _ _ I 1 1-- 1, 1 fl F . . eA►.n-It�v�� - =--__-__ - - - - - - -- ,I�-- YP b ,1 -� z�Id I - � �.\� li -- - - _ - - _ s ro d Z WIV ISTI 1J — -� \��\i ,I t , 10�� r X 117rB" P L.At� 2ar� -� •� ,, _ --ib �r (, �� 4 -� I cn L`l Of w Jill W 2-V8" ,Vr F E L�t~Ate ti V'  _ __ __-) �'-__ __' I ++ 1 1�, t - d uj Ili _ ____ ===-=1f� = __ _ _ =` �` �. LD] 11 - - W Pm -- - - --LAM-2.0 LV413�t1�- 1111 IIi EX1�jTIN ZX10 / Ir-- - - - - - _ - - - - - -Z4 t- ►�� - -- - - - -- - - II -�x1oR2 'o.- - Jl— i �R IT1►� x IOT I NC'j p� G I`'I f� l.Ah � �f��M I I�C PG-�`N H n ��►•M pia X&604'M LNT 12Io I� E L Ey/�TI OIJ - G GENERAL NOT ES: NAILING SCHEDULE ' _BUILDING DEPARTMENT CRITERIA ` PRESCRIPTIVE DESIGN TABLE 3.1 (AAAERK)AN FOREST&PAPER ASSOCIATION W • ALL WORK SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL BUILDING CODES AND CONNECTION FASTENING SPACINGj ORDINANCES. NO. COMMON OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL ET Of CONSTRUCTION DOCUMENTS IS TO RELATE BASIC I RAFTER TO TOP PLATE(TOE•NAILEDWtr O.C. 3 8d PER RAFTER 1 1I rl— — — — 1 ITT • THE INFORMATION ON THIS S USE SINGLE FAMILY DWELLING DESIGN INTENT AND FRAMING DETAILS. THEY ARE ]INTENDED AS A CONSTRUCTION AID, 1�2 X`j /2 TI _ _ - I I I I 2 CEILING JOIST T o TOP PLATE(TOE-NAILED) 3 ed PER ZONE 11 B NOT AS A SUBSTITUTE FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICES AND ARE IN 3 CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) (SEE TABLE 3.7) EACH LAP LPL I - - T _ I T ..- �-- HEATING DAYS 5760 �ht �. d- COMPLIANCE WITH CURRENT NEW YORK STATE BUILDING CODES. THE GENERAL 4 CEIUNG JOIST LAPS OVER PARTITIONS (SEE TABLE 3.7) EACH LAP - - `LIL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD CONSTRUCTION DETAILS AND (FACE-NAILED) HEIGHT 28-0"TOP OF MAIN RIDGE I II E O ENSURE A PROFESSIONALLY FINISHED, STRUCTURALLY SOULND AND a COLLAR TIE TO RAFTER(FACE-NAILED) (SEE TABLE 3.4j PER uE TOTAL SQ. FT. AREA 3454 SQ. FT. _ -' _ - - - PROCEDUR S T (AREA) Ap D N�MI �- ��I I....-...... •� -Z fn WEATHERPROOF COMPLETED PROJECT. a BLOCKING TO RAFTER(TOE-NAILED) 2-8D EACH END _— • THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK AND CONSTRUCTION TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION 2' Iy��Irx al 114+11 Lv 7 RIM BOARD TO RAFTER(END-NAILEO) 2-18D EACH END -�-�-�.--�-- -- r PRESCRIPTIVE DESIGN .�+�.� -� -.._ _ 11� • ! � i MEETS OR EXCEED CURRENT FEDERAL, STATE ANDLOCAL CODES, ORDINANCES AND DESIGN CRITERIA __ C`L/ ' I G L 1�' - - (� 8 TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 aD PER FOOT ! REGULATIONS. THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS WFCM-2001 HIGH WIND EDITION �..�L'i� 1 FOR THIS BUILDING. 9 TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4-16D JOINTS-EACH SIDE 10 STUD TO STUD(FACE-AWLED) 2-16D 24"O.c. FRAMING ELEMENTS SEE FLOOR PLANS AND SECTION • THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES - -- I = _ _ _•�Iii_NO RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS, NOT 11 HEADER TO HEADER(FACE-NA11�D) 1aD 1a'O.c.ALONGEDOEs WINDOW AND DOOR SCHEDULE SEE PLAN PAGE 2 _ - - _ X I.�JT t N C.{ I -- -- -= -x j RESPONSIBILITY FOR CONSTRUCTION MEANS, METHIODS, TECHNIQUES, SEQUENCES OR 12 TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1a0 PER2X4STLJD NAILING SCHEDULE SEE PAGE 3 _ __ _ _ IN CONNECTION WITHFLOOR J01ST,BANDJ013T,END.1013T ZK i tJ _--�__ _= -1 f'�� LL��B� C1 P1• ��_�I I I PROCEDURES OR FOR THE SAFETY PRECAUTIONS ANID PROGRAMS F13BOTTOMPLATET'O CLIMATE AND GEOGRAPHIC SEE PAGE 3 �THE WORK INDICATED. THERE ARE NO WARRRNTIE:S FOR A SPECIFIC USE EXPRESSED OR �i�IJL oFL BLACKING(FACE-wUL.ED) 2-1eD PER Fool INSULATION IMPLIED IN THE USE OF THISE PLANS. PER JOIST �AILIV - - - -JOIST TO 81L.L.TOP PLATE OR GIRDER(TOE-NAILED) GIGO ROOF R-38 �PA�G�..C7.._ • CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE - - - -_ t�-= : , . _ _ ^ - `_ - _ - , r3/ TfK15 rfr�LL P �M THE CO 2-8D EACH END — —.-- _ — — JOB. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS ( DO NOT SCALE BRIDGING To JOIST f�-NAILED) EACH ENO WALLS (2X6) R-21 �•• c { I T11I DRAWINGS) 1a BRIDGING TO JOIST(TOE-NAILED) 2-BD - SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE DRAWINGS 17 BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16D EACH BLOCK FLOOR R-38 - • THE CONTRACTOR �1aD EACH JOIST MAXIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (psfJ 1S.C�D I.l�hl UNLESS OTHERWISE NOTED 1e LEOOERSTRIPTOBF'aM(FACE-NatFDj � EXTERIOR BALCONIES 60 Z=1t ��k'°►t/4 L"VL • THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING 1a JOIST ON LEDGER TO BEAM(TOE-NAILED} 3 8D PER`)018T W/.I�lII�a7'.E 6L p LT ALL WORK DURING CONSTRUCTION AGAINST DAMALGE, BREAKAGE, COLLAPSE, DISTORTION 20 BAND JOISTS TO JOIST(END-NAILED) 3-18D PER JOIST DECKS 40 i AND MISALIGNMENT ACCORDING TO APPLICABLE CODES. - _ t I 21 BANG JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 aD PER FOOT - �I I I • THE CONTRACTOR SHALL PAY FOR ALL PERMITS, FEIES AND COSTS RELATED TO THE WORK. ATTICS WIT STORAGE 30 I1 i - �-- _ CONTRACTOR SHALL INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED. � �R�ruRAl'P'e1�ts aD (SEE TABLE ATTICS WITH STORAGE 40 t qI � 1 (III v � 23 DIAGONAL_BOARD SHEATHING ......!� • THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS RESPONSIBLE ROOMS (OTHER THAN SLEEPING} 40 Plt _ I -'---• _ �IILA-• 1i1 FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FMOM THE JOB SITE. 1"X U OR n x 8• 2-80 PER SUPPORT 1�Ll�l..aQ l� 1•x1o•oRwmER 3.e0 PER SUPPORT SLEEPING ROOMS 30 - - 4 M WALLBOARD aD COOLERS r EDGE/1Lr FIELD CRITERIA FOR CALCULATION OF DEAD LOAD 2 GYPSU FRAMING NOTES E7PART#CLESOARD IRAL.PANEL.S 8D (SEE TAME3.8) ACTUAL WEIGHTS OF MATERIALS REFERENCED,TO i26 ,,,�P,�I ARCHITECTURAL GRAPHIC STANDARDS 29 7/16• aD 3•EDOEIe*FIELD SNOW _/�LT"E P-H A7E DEC V F 12A M � �I C PLA 4 � • ALL LUMBER TO BE DOUGLAS FIR #2 OR BETTER @ 116" O.C. �.__.__�_ -_- _ _.�-,_._ • ALL WOOD FRAMING IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE ' SO 3"EDGE/8"FIELD GROUND SNOW LOAD 45 A TREATED. ACQ" DESIGNATION REFERS TO CURRENT' ARSENIC FREE TREATED WOOD FMtELD SEISMIC I/T II I_ O (t STANDARDS AND SHALL TAKE THE PLACE OF 'CCA'. GYPSUM WALLBOARD coou=_ITS r EDGE)1O� DESIGN CATEGORY B • ALL TJI'S ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S D 80 (SEE TABLE3A) SPECIFICATIONS AND SHALL INCLUDE SQUASH BLOCKING WEB STIFFENERS AT BEAMING PAN£Ls eo (sEETABLE3.a) WINDPOINTS IN GIRDERS AND OTHER LOAD BEARING AREAS. BOARD SHEATHING WIND SPEED 120 MPH STRUCTURAL STEEL ASTM A-36- FY= 36 KSIr x a•oR r X e• 2-8D PER suPPORTEXPOSURE CATEGORYB ALL STRAPS, CONNECTORS, PLATES, BOLTS, NAILS, ETC. ARE TO BE GALVANIZED. 1•X Ur OR WIDER 3-8D PER su�RT WINDOW PROTECTION SEE PAGE:3 DESIGNATED CONNECTORS, STRAPS, ETC. ON THESE DRAWINGS ARE BY SIMPSON UNLESS iOTHERWISE INDICATED. ALL CONNECTORS, STRAPS, ETC. ARE TO BE NAILED/BOLTED IN 31SUURALPANEL.S ALL WINDOWS TO BE PROVIDED WITH MIN. %°'THICK PLYWOOD ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. I.ORLESS BD e"EDGE/IrF1ELD PROTECTIVE PANELS. MAXIMUM PANEL SPAN OF 8'4'. PANELS SHALL BE TABLE 16I)9.1.4 ALL FLOOR SHEATHING TO BE AC TYPE PLYWOOTD, TONGUE AND GROOVE AND SHALL BE GREATER THAN I 10D a'EDGE/WFI " WIND-BORNE DEBRIS PROTECTION FASTENING PRECUT TO OVERLAP UNIT TRIM BY 2 MINIMUM ON EACH SIDE, SHALL BE GLUED AND SCREWED TO THE FLOOR JOIST (6" O.0. EDGES AND 12" O.C. FIELD) 32 DL&aC AL BOARD SHEATHING LABELED WITH THEIR LOCATION, AND SHALL HAVE ALL ATTACHMENT SCHEDULE FOR WOOD STRUCTURAL PANELSa,b,c • SOLID BLOCKING IS TO BE INSTALLED EVERY 8'-0" i O.C. MAX AND MID SPAN OF ALL FLOOR 1"X W OR 1"x r 2-80 PER SUPPORT JOISTS WITH SPANS EXCEEDING 8'-0". BLOCKING JS TO BE INSTALLED AT ALL POINT WIDER 3-so PER SUPPORT HARDWARE PROVIDED. REFER TO TABLE 16091.1.4(PAGE 3) FOR FASTENING FASTENER SPACING (inches) W J 1 X10'OR LOAD BEARING POINTS. SCHEDULE. j INSTALL DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL. NAILING REOUIREMENTS ARE BASED ON WALL SHEATHING NAILED a-ON-CENTER AT THE PANEL EDGE. N/A 2 feet< 4 feet< 6 feet< IF WALL SHEATHING IS NAILED 3"ON-CENTER AT EHT PANEL EDGE ENERGY CALCULATION _ • ALL EXTERIOR WALL HEADERS TO BE 2 2X10'S AS INNDICATED ON THE FLOOR PLANS AND TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE FASTENER Panel span Panel span Panel span Panel span SECTIONS AND ALL INTERIOR HEADERS ARE TO BE 2 2X8'S UNLESS OTHERWISE NOTED. DOUBLED,ES ALTERNATE MAINTAIN CONNECTORS'SUCH AS����' - _ -- -- SHALL.BE USED TO MAINTAIN THE LOAD PATH. _ _ TYPE <2 feet <4 feet <s feet <a feet ! ALL HEADERS EXCEEDING 5"-0" SHALL HAVE A DOUBLE JACK STUD WITH A SINGLE KING •WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHAH BE PERMITTED TO BE REDUCED TO 1-1GO NAIL PER STUD AND ON EXTERIOR WALLS PROVIDE DOUBLE SILL PLATE (TYP.) FOOT. _— 21/2 No. 6 Wood screws 16 16 12 9 • PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS AND SOFFIT VENTS AS INDICATED ONPLANS OR AS NEEDED. - 21/, No. 8 Wood screws 16 16 16 12 • EXTERIOR FLASHING TO BE ADEQUATELY INSTALLEID AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS AND PENIETRATIONS AS REQUIRED BY APPROVED - CLIMATE AND GEORGRAPHIC DESIGN CRITERIA For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound =4.4 N, Q � CONSTRUCTION PRACTICES. 1 mile per hour= 0.44 m/s. � 3 TAeLE9o1.2(RE8IDENTIALCOOEOFNEwYOitlq UL a. This table is based on a maximum wind speed (3-second gust) of 130 mph LU FLOOR PLAN NOTES GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM 4 WINTER ICE SHIELD FLOOD and mean roof height of 33 feet or less. ( �}--= Z DESIGN DESIGN UNDERLAYMENT HAZARD • SNOW FROST LINE TEMP, REOUIRED DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE \DRAWINGS. DO NOT SCALE DRAWINGS LOAD SPEED (MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY b. Fasteners shall be installed at opposing ends of the wood structural panel. • ALL INTERIOR WALLS TO BE COVERED WITH %" GYPSUM BOARD WITH METAL CORNER LOAD BEARING ~*3elox1eaG c. Where screws are attached to masonry or masonry/stucco, they shall be at- REINFORCING UNLESS OTHERWISE NOTED ON PLANTS. VALUE OF EXPOSURE CATEGORY B SOIL 3.000 PSF MODERATE TO SLIGHTLY TO • INSULATION RATINGS AND INSTALLATION AS INDICATED ON FLOOR PLANS AND SECTIONS 45 PSF 120MPH B •SEVERE* Ir FOOTINGS HEAvr MooeRATE ZONE Ila-III YES EFFECTNE DATE: tacked utilizing vibration-resistant anchors having a minimum withdrawal USE-Ia MAY 4TH,GG!) capacity of 490 pounds. Z 2"x6" - -- - 0 WALL j I,- STUD � Z . . 5 (3) 2"X 10" CONNECTION OF WINDOW j HEADER TO EXTERIOR WALL. AL � WINDOW SIMPSON LSTA18 STRAP WITH STUD HEADER (12) 1Od FASTENER. WALL - --- --- --- -- - - - - SHEATHIN NOTE: ALL STRAPPING TO GO BENEATH (3) 2"x 10" ONNECTION OF WALL EXTERIOR SHEATHING. (TYPICAL ALL) WINDOW HEATHING TO WINDOW �/�+ HEADER HEADER 2" X 8" BLOCKING 2"X6" (2) 2"X 4"TOP PLATE JACK �. STUDS CONNECTIONAHIIN T "x s STUDS CONNECTION OF WALL SHEATHING D8 TO STUDS AROUND WINDOW HEADER Al -1 in TRUSS BRACING JACK (EXAMPLE) (MTS12) STUDS BAND JOIST a CONNECTION OF WALL SHEATHING D5 TRUSS/RAFTER TO WINDOW HEADER Al - 1 FLOOR FRAMING 1 _1 TO TOP PLATE ` � (RPs4) (EXAMPLE) 2"x 10" RAFTER _ \ - RAFTER BRACING MTS12 STRAP TWO- MEMBER FLOOR I- \ KANT-SAG LSTI22 OR SIMPSON HL35 WITH (7) 10d X 1 1/2 FASTENER SUPPORT BEAM d -' l I M N L TA21 TRAP RIDGE WITH (16) 1od X 1 1/2 FASTENER ANGLE BRACKET PILE CONNECTION OF FLOOR FRAMING TO STUD AND RAFTER. TO SUPPORT BEAM. SIMPSON LTS12 •-^� ��; ' f BEAM (STRAP REQUIRED FOR 16"JOIST STRAP WITH (12) 1Od X 1 1/2" FASTENER DEPTH OR MEMBERS WITH SLOP STUD TO STUD OF 7/12 OR GREATER). DBL. MICROLLAM INTO FLOOR JOIST AND SUPPORT BEAM n k (Cs16) BIRDSMOUTH CUT p� CONNECTION OF FLOOR FRAMING pg isa NAILS a STUD TO BAND JOIST 2"x 10" R.R. LOW END OF JOIST ONLY Al�_jTO SUPPORT BEAM. Al - 1 3" O.C. VERTICAL (CS16) (EXAMPLE) (EXAMPLE) 4" O.C. HORIZONTAL HEADER ANCHORAGE (LSTA18) ROOF SHEATING TO ! STRONG-WALL CONNECTION OF RIGDE D1 CORNER CONNECTION D2 TRuss� WALL STUD SHEARWALL (TYPICAL AT (EXAMPLE) Al -1 TOP PLATE. EACH CORNER) BEAM TO ROOF RAFTER Al -1 (EXAMPLE) or N WALL STUD Z f PROV. 11 7/8" BOX BEAM '_,; ..� J. Ij PRE-ATTACHED SILL PLATE TO r ?9 PHD6 WITH - FOUNDATION WALL STUDS ! �12) SDS 1/4 X 3 ° USING USP BEARING tt r 1' �'► ASTENERS ° PLATE FASTENERS BOTTOM PLATE 'Z a- (HBPS/LBPS) 1 SCREW THROUGH ( ! f _� w �C- q CLIP ANGLE BOTH SIDES OF BAND JOIST CONNECTION) MIN. LENGTH = JOIST DOUBLE ,, �' \ � _4+ 1 SILL PLATE TO BRACE AT EACH WEB DEPTH MINUS 1/2 TOP PLATE 02 �� FOUNDATION FLANGE TWO- MEMBER FLOOR SUPPORT BEAMV� i (BP) �� MI 8 SCREWS (4 PER LEG SILL PLATE TO 0.75 X 33 L PILE CONNECTION OF WALL TO FLOOR FRAMING FOUNDATION PROV. METAL FLASHING METAL HURRICANIE SIMPSON LSTA18 STRAP WITH USING USP BEARING AT ALL WINDOW SILLS. CONNECTOR (12) 10d FASTENER. PLATE FASTENERS (TYP. ALL LOCATIONS) (HBPS/LBPS) WALL CONNECTION OF BAND JOIST TO SUPPORT SIMPSON LTP4 STRAP (12) 8d X 1 1/2" SHEATING METAL FASTENER SCHEDULE 1 X- BRACING D3 CONNECTION OF TOP D6 CONNECTION OF WALL JOIST TO HEADER JOIST D4 1 Al - 1 (EXAMPLE) Al - 1 �_ j\WALL PLATE TO WALL STUD. ATO FLOOR FRAMING. Al - 1 (EXAMPLE) Al - 1 (EXAMPLE)