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HomeMy WebLinkAbout38063-Z Town of Southold Annex 5/2/2014 P.O.Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36880 Date: 5/2/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 12455 Main Bayview Rd, Southold, SCTM#: 473889 Sec/Block/Lot: 88.-1-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/7/2008 pursuant to which Building Permit No. 38063 dated 5/30/2013 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: sunroom addition to an existing one familv dwelling as applied for Corrected 5/2/14 because the application date was 1/1/1900 but the correct date is 7/7/08 The certificate is issued to Bochner,Mel&Marano,Lizbeth (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED "Siature +f Town of Southold Annex 4/29/2014 P.O.Box 1179 �r 54375 Main Road i Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36880 Date: 4/29/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 12455 Main Bayview Rd, Southold, SCTM#: 473889 Sec/Block/Lot: 88.-1-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this otTiced dated 1/1/1900 pursuant to which Building Permit No. 38063 dated 5/30/2013 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: sunroom addition to an existing one family dwelling as applied for. The certificate is issued to Bochner,Mel&Marano, Lizbeth (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED O e Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38063 Date: 5/30/2013 Permission is hereby granted to: Bochner, Mel & Marano, Lizbeth 108 Franklin St New York, NY 10013 To: sunroom addition to an existing one family dwelling as applied for. Replaces 34040. At premises located at: 12455 Main Bayview Rd, Southold SCTM #473889 Sec/Block/Lot# 88.-1-12 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 11/29/2014. Fees: PERMIT RENEWAL $100.00 CO -ADDITION TO DWELLING $50.00 Total: $150.00 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Ou PERMIT NO. 34040 Z Date JULY 7, 2008 Permission is hereby granted to: MORANO/BOCHNER 108 FRANKLIN STREET NEW YORK,NY 10013 for SUNROOM ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 12455 MAIN BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 088 Block 0001 Lot No. 012 pursuant to application dated JULY 1, 2008 and approved by the Building Inspector to expire on JANUARY 7, 2010 Fee $ 200 . 00 Authorize Si ture ORIGINAL Rev. 5/8/02 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: 60 House No. Street U Hamlet Owner or Owners of Property: m ��.0 Q/� AL �-� � �ara C) Suffolk County Tax Map No 1000, Section Block Lot Subdivision 1 - Filed Map. Lot: Permit No. �✓�� Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Certificate Final Certificate: (check one) Fee Submitted: $ 0/ Applicant Signature v SOQj�°!o 8 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR FI�LbIN3PEC gNREPORT DATE CONMIENTS - W FOUNDATION(1ST) � l3.) j C FOUNDATION(2ND) ROUGH FRAA! NQ& PLUMBING INSULATION PEA N.Y. STATE ENERGY CODE ol FINAL ADDITIONAL COMMENTS � o TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health kU l A _ SOUTHOLD,NY 11971 . 4 sets of Building Plans TEL: (631) 765-1802 Planning Bard approval /J FAX: (631) 765-9502 /,�. Survey SoutholdTown.NorthFork.net PERMIT NO.3 YO 0 C/ Check Septic Form—N L} N.Y.S.D.E.C.N�/il' Trustees Flood Permit Examined '20 Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c Phone: qq Expiration ,20 1/ Building Ihspe APPLICATION FOR BUILDING PERMIT Date , 20 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. Ala-A Q (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 O W NC Name of owner of premises I Z E f{ !A R A IVO AI r L © C t f- N 1E- {2 (As on the tax r 1 or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 3 o Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 12 N55 IVA-14J AA YV )Eta dUTfl D iy y' House Number Street Hamlet County Tax Map No. 1000 Section Block ! Lot 12-- 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 L)6W II A-L b. Intended use and occupancy /ZES'LD E W l t& �- 3. Nature of work(check which applicable): New Building Addition Alteration lC Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 5 Rear Depth 5 3 Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase g Q Name of Former Owner I O UI S C 4 n VF L.L 11. Zone or use district in which premises are situated 12 CS/ /V T(/rL l 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO /'- 13. Will lot be re-graded? YES NO ?( Will excess fill be removed from premises? YES NO MCI- SOC1iwE162— AWC NY/°ai 's 14. Names of Owner of premises UzBC;r# ��t12�tNGAddress o.rf �nf}W UAI5TPhone No. 91 Name of Architect Mftn K s c H wA1ZTZ Address Rd 7c Phone No 2-3�4 Name of Contractor KFW1 go&iV S Address C`A Te It0aM Phone No. 4 " r3-1i 3 / 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOS * 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—K * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH (S)He is the Notary Public State of New York (Contractor,Agent, Corporate Officer, etc.) Qualified in Suffolk Coun Commission Expires April 14, Q__�. of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _1 ,_ day of 20D � � Notary Public Signature of Applicant dog* Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM col PROPERTY LOCATION: s.c.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ———————————————————————————————————————————————————— Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? �( (This item will include all run-off created by site clearing and/or construction activities as well as all Site F_ Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? 'Z This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow! 3 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? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ❑ Five Thousand(5,000)Square Feet of Ground Surface? rj Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to One Hundred(100')of Horizontal Distance? 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ❑ into and/or in the direction of a Town right-of-way? 8 Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of ❑ any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? M X NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Requiredl ———————————————————————————————————————————————————— STATE OF NEW YORK, COUNTY OF........................................... SS That I, ...4-1Z$..E.T 6......✓V�.f��� �G............... being duly sworn,deposes and says that lie/site is the applicant for Permit, ........................ (Name of individual signing Document) CONNIE D.BUNCH YL- Notary Public State of New York And that he/she is the 0..W.N ............................................. N0.01 SIrThICOU....................... Ou�lified'In n '^ (Owner,Contractor,Agent,Corporate Officer,etc.) Commis ion Expires Apnl 14, 0 _ Owner and/or representative of the Owner of Owner's,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 die application filed herewith. Sworn to before me dais; ....................�..5............... day of........ . .. ......... ............... ,24?R r NotaryPublic: ..�-^`'.(� f.................. 41.1. .................... ........ ..... ...... ............. ..... ............................ (Signature of Applicant) FORM - 06/07 md 0 _ L- TOWN OF SOUTHOLD PROPERTY RECORD CARD " OWNER STREET, ell&5 VILLAGE DIST. SUB. LOT mg zjuc4h Mar,Q `J ORMER OWN _ N E ACR. O- Fo Lk 7iot) SS c s S W TYPE OF BUILDING �-Lno F. . Wolf RYE SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS /0 /a-v -'213Q189- L)05 82p o 0 &vi'S Cs rc,,r7wv Z50i � 0 o O So d o o d , 7 zk I?cal I kx %g V 13 u 0 V Z /� 1Z v - 5 rW�- f 0txr- I u SJC, -� CGQrmt ''1400( c�csp - °L O t hp 2111(m?-LIaS& D&&3-OGryet( �o (: cry l( �cud- n ta5 -IAtA - ODD 17 8p* 3(40 qo AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WAAR Woodland FRONTAGE ON ROAD �-'� p / o y = �8' O d DEPTH 36,o f House Plot BULKHEAD Total DOCK E, f ~� -- : f<:_' - .z. ■■■■■■■� 1q■■■11■■■■■■■■■ ■■■■■ iii■ iiiiiiii■e ii■■■■■■■■■■■■ ■■■1 10■U■■r�■■■e■■o■■■■■■■■■■■■ ■■■ ,� ■■■■■■■■M Uq■■■■■■■■■■■■■ 1M■■ff±■■■■■■■■■■1■■■■■■■■■■■■■■■ • �� � 1MM1MMwL=M=F40wwwXQHMMMMMMMMMMMM • -� - ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■ Foundation Basement Interior Finish 'Recreation Roo &ooms 2nd Floor f I �0f fill ■m■ ■o■t r�''° ��������lflq©�it/IE�9������■ MEN Extension - � •��'�! _ - ■�iiiiiiiisiiiiiiiiiiii N 1 (RICAN T E IIISURANCE OF NEW YORK ; `wo ogees Y POOL �IIL2]Zj7 kl Molovsro IX O.v E S 7a ey o o J7on� Qtb Ah a I?®Ab g � � � � �°13•ZCj,.R, MONUMENT FOUND 166,128 5.F. OR 3.8138 ACRE-5 JOHN C. EHLERS LAN] G 5GALE 1"= 60 6 EAST MAIN STREET 0 REScheck Software Version 4.2.2 N( Compliance Certificate Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 21% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: Marano Residence Joesph Fischetti,P.E. 12455 Main Sayview P.O.BOX 616 Southold,NY Southold,NY 765-2954 Compliance:3.1%Better Than Code Maximum UA:130 Your UA.126 Gross Cavity cont Glazing UA ". Floor 1:All-Wood JolstlTruss:Over Unconditioned Space 520 21.0 0.0 23 Wall 1:Wood Frame,16"o.c. 530 15.0 0.0 32 Window 1:Wood Frame:Double Pane with Low-E 70 0.350 25 Door 1:Glass 40 0.330 13 Ceiling 1:Flat Ceiling or Scissor Truss 78 21.0 0.0 4 Ceiling 2:Cathedral Ceiling(no attic) 442 15.0 0.0 29 Furnace 1:Forced Hot Air 92 AFUE The proposed building represented in this document is star ith the bud ing plans,s ifications,and other calculations submitted with this permit application.The proposed systems have bee des ed to the 2007 N�e York Energy Conservation Construction Code requirements.When a Registered Design Professional he to pod and s ned this g ,they are attesting that to the best of his/her knowledge,belief,and professio-nal judgme t,such plans or s ns are in plianw this Code. /, �0SC' /7S C kD ��= _ C D Name-Tide Sig Date M � R y� SS10NP Project Title: Report date:09/04/09 Data filename: Untilled.rck Page 1 of 1 REVISIONS �P RD AS DOTED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES DA T B.P.# AS REQUIRED AND `ONDITIONS OF FE . Y: SOUTN0OLD TCVJN ZSA NOTI Y BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE PI=',NiNILNG BOARD FOLLOWING INSPECTIONS: V S.'.; 'Jk�~ ':"�"47 STEES 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST FLOOD ZONE BE COMPLETE FOR C.O. COMPLY WITH CHAPTER"46" ALL CONSTRUCTION SHALL MEET THE FLOOD DAMAGE PREVENTION REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN CODE. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ALL CONSTRUCTION SHALL OCCUPANCY OR MEET THE REQUIREMENTS OF THE USE IS UNLAWFUL CODES OF NEW YORK STATE. WITHOUT CERTIFICATE OF OCCUPANCY CERTIFICATION OF Q NAILING & CONNECTIONS REQUIRED. L P_4 mm i - Ll e - - - - - - - - - - UNDERWRITERS CERTIFICATE RETAIN STORM WATER RUNOFF REQUIRED I - I� PURSUANT TO CHAPTER 236 I v OF THE TOWN CODE. ` ' C - M ' u cu P,00FIN6 1'0,MATCH�A511NG r. - p - w - II � I C� 117 I I I I j i1 I I I - ' 1 I 512%t0 I j it ' I NA N�X1511NG. 77-71,711 I - I ( 0 l -0" �XI511NG r'Or?CN F�OP05 0 VN ION W PROPOSED WEST ELEVATION �1 PROPOSED EAST ELEVATION - PROPOSED NORTH ELEVATION Its 1-(�11 it_ I - 11 1 / 111= 11-©11 A-1 1/4 � 0 � z A-1 �4 ®� -o A-1 uj C) 0 cz 10-4 Lo AC,i11ov 5xj5rING n UJ UNHEATED �> < i IE uj I PORCH I I� � III - - — — — _— — — — — — � <C — - - - --- - - - - PROPOSED FIRST FLOOR PLAN � 1/411=11.011 0 A-1 Lu I - H17H 0 <m z � I Z I �Irhv �XbfING J _ — 0 Ln Ln = - - _ _ q q q ° 0 Ij [ IC If I � V) j j 20 w u 161, OL I II II u T, 4 I �� I Iaol I � I i � I Ii - i DRAWN: JIG r — --- -- -- - -- —- SCALE: AS NOTED a a Qo" q - - --- e- -- —+rte -- - - ---- - - - - JOB 1 ��(JJj, 11 R" �OUvCP, ON h.i l I N 11 V- ACC�55 JUNE 25 2008 ' V-011 MIN, Llip+7 SHEET NUMBER: 4 EXISTING NORTH ELEVATION 6 PROPOSED FOUNDA ION PLAN A-1 1/411=11-0" X A-1 _ . = r.zENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES BUILDING USE RESIDENTIAL DWELLING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMON RAFTER BUILDING HEIGHT (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing etails. The are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to to late shall be in CEILING JOIST 8' WALL: 3-8d COMMON EACH g y g g p p TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 14 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (D O NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION:Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 (D TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES GAURDRAILS (ANY DIRECTION) 240 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT. C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field and Sym.: 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch " HEADER TO 16" O.C. FACE FIRE PROTECTION gypsum wallboard on the interior attached with 5d cooler nails at 7 o.c. at panel HEADER 16d COMMON ALONG EDGES NAIL (SMOKE 4 CO2 DETECTORS) � SEE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR F RAM I N G: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2). All footings to rest on undisturbed (virgin) soil. NAIL NAIL interior shearwails are used. Sheathing and connections shall be in accordance with JOiNT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING ;20LBS. 1201 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE 3). Provide 112" expansion joint material between concrete slabs and abutting JOIST T0: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8), CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE SHEATHING REQUIREMENTS FOR WIND LOADS: 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING SHEATHIING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be 2 - Sd COMMON EACH TOE poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING T0: EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIE p y anchored on to of 3 - 16d COMMON 6" maximum lifts (layers). p the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIE along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. 3 - 16d COMMON TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST T0: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ) g p � p SILL OR TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 112" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL 3). Posts supporting girders shall be anchored to a 12 x12 x12 thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be 42 + BTR. STRUCTURAL PANEL 8d WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WiND LOADS Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE . SHEATHING LOCATION NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir. where needed. GYPSUM 5d COOLERS 7" O.C. EDGE Bearing wall headers to have (2)jack studs and (2)full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. NOTE: 2 FOR PANEL FIELD 8d COMMON @ 12" O.C. SEE NOTE: 3 openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: �+ openings. Bearing wail window sills shall also have (2)window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 41 and 6'0 and 2x6 wall openings between 611 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3" O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6„ O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10" O.C . FIELD 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. an other access openings unless otherwise noted (typical). FLOOR SHEATHING: NOTE: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION q 9 p p fY QTY. SPACING where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 8d COMMON 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1" OR LESS 1 12" O.C. FIELD 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 10). Provide insulation baffles at eave vents between rafters. Install draft blacking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section 8602.8 - FIREBLOCKING REQUIRED equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) 11). Unless otherwise noted, all roofs and walls to have a minimum 112" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing and to form an effective f ire barrier between stories, and between a top story and the roof space. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, t). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected using parallel rows of studs or staggered studs, ceilings and over furnace to have 518" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members the tabulated number of nails shall be permitted to have regular 1/2" sheetrock. All walls to be taped and finished. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section 8317 to be reduced tot - 16d nail per foot. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or of N.Y.S. Residential Construction Code. drop ceilings and cove ceilings. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces = under stairs shall comply with Section 8314.8, N.Y.S. Residential Code. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to -I be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 4). At openings around vents, pipes and ducts at telling and floor level, to resist the free passage of . 1 flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. WIND LOAD PATH CONNECTION ANC CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S REG01'RI1''''IENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS a a ENDWALL RAFTER WALL STUD CRIPPLE STUD BOTTOM PLATE 0 fl RIDGE kj LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION Wt ANCHOR BOLTS BATH 1 SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2ND. ADSS ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1i4"x12° 20ga: STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1i4"x24" 20ga, STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 L52fi 18ga. SLOPE. HANGER APPLY TO EACH RAFTER!LEDGER (2)JOISTS: UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD, ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga: SLOPE HANGER APPLY TO EACH RAFTER!LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING a@24"OC WALL STUD THROUGH-ROOF EXHAUI5T VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED SILL PLATE RAFTERS S) WALL SHEATHING MAINTAIN \ l VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING - - - - - - - - - ' - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48"OC ATTIC SHALL BE PROVIDED WITH A AT WALL-- MAINTAIN GAP FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - -�-GUTTER ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS 4"-8" LSTA24 1-114"x24"20ga, STRAP AND JACK STUDS .- SHALL BE COVERED WITH CORROSION- ._ CONTIN. SCREENED VENT T 1 EXT. PLYWOOD ON ALL OPENINGS ,� PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CO NTIN. SOFFI INSTALL 4'0" O.C, FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 114 INCH IN DIMENSION, SOFFITED EAVE 8", 14" LSTA30 1-1/4"x30" 18 a. STRAP AND JACK STUDS AND O AS TO MAINTAIN AIR g GAP TO PREVENT CAPILLARY 4"-6" RAFTER RT10 10-3/4"x 18 a TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ��;� g EACH RAFTER _ PROVIDE, BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ACTION INSTALL 4'0" O.C. CONNECT'TO R40 VENTILATION / OVER BEARING WALLS AND HEADERS 14" * 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS i 8"- 12" RAFTER RT20 21-1/8" x 2©ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT SOFFITED SAVE DETAIL OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE Now FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER / \~' RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4. INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE. MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE GIRDER/HEADER - SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS Q48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDELUALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTER INSTALL 4'0" O.C, AS TO FORM DRAINAGE CHANNELS AND Pf�E'�ENT CAPILLARY ACTION PRE-MANUFACTURED 411-811 LSl"A36 1-114"x3r�i" 18ga: STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION KEEP SHEATHING MIN, 1-1/2" ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 T-YD01A ANCHOR I FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O,C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8"- 16" MSTA48 1-1/4 11x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE OF ROOF TO ALLOW FOR SHRINKAGE. REDUCE SUMP OUTS PLATE/WALL SPTH4 STUD PLATE ANCHOR ON ALL OPENINGS PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SUk3FLOdR SILL GASKET WOOD JOISTS NEOPRENE CONC: SLAB \ GASKET 2x(o /2x8 CONTINUOUS WOOD PLATE TYP. CONC. FOUNDATION < ^ 6 MIL. POLY v, 1QLTI=t� to STEEL BEAM WITH DAMPaROOF EXTERIOR GRANULAR FILL - , ` 1/2 " DIA. BOLTS is 40" o.e. STAG, 6MIL POLY ON EXTERIOR R V STEEL COLUMN Y A ` , o ROOF JACK STEEL BEAM CONC. SLAB r; A o �'n COMPACT FILL ROOFING LAPS 4" x [/ " x 8" STEEL ` �° TOP AND BOTTOM PLATE ,p V t FLASHING AT WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING c / ' A ANCHOR BOLT CONNECTION CONC. FTC. © �'� L" c' USE WITH 30 SQUARE WASHERS SIDES AND TOP 1/2" GROUT a ' o c (USP LBPS58 OR BP583) REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I I 3" STEEL COLUMN d ANCHOR BOLT CONNECTION f 1O KIPS DRAIN TILE [7 � - SUPPORTING MAXIMUM SPACING FLASHING LAPS _ , SILL PLATE,TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION T�t`'�'IC:,4L BE,41� �7ET,41L TYPICAL CONC. FOUNDATION, APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTC- CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL. / 50TTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION I„2 STORIES 57" OC ROO' JACKS 4 VENTS DETAIL SLAB-ON-GRADE ( I �—--- SUBFLOOR CONC. SLAB DOOR FRAME 6X6 10/10 WWM , GARAGE DOOR JOIST COMPACT FILL � I �-------- USE 2X8 ( I FOR 13LOCKOUT STEEL BEAM - 4" $L.AIS - l,Uf (aXb IUMM! SLO='E P.T. PLATE ,E ° 4"DRIYEWA'Y--Mmm.,. NOTCH JOIST AND ADJUST HEIGHT 1/2"AIR S ACE `, { a `1��V2', (WITH A NAILING PLATE IF NEEDED) AT END AND © ° 4 n ° ° . ° TO BE APROX. 1/2" OR HIGHER THAN G ='� IDES OF WOOD — — n - , _ I— STEEL BEAM TO ALLOW FOR SHRINKAGE , - - -- --- BEAMS <�° (PROVIDE STRAPPING TO KEEP JOISTS ALIGN ED)GRADE 4 4 4 I I- - -^I 11 : a 6X6 W.W.M. SJUBFLOOR12" NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM 11 EMIN. NOTCH EQUALS 1/4 DEPTH OF BEAM ° p a 11=I I 0 REINFORCING BAR °I ° c OIST REINFORCING BAR I I ; llakeg DRAIN TILE SHEET METAL/304 FELT UNDER BEAM AT POINT 12„ i_11_— f I STEEL BEAM ' �` OF CONTACT WITH CONCRETE OR GONG, BLOCK _� —iii—iii—�i�-~iTi-i 3 PLATE BOLTED TO BEAM ` ` TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. h SHIMS TO LEVEL BEAM PLATE (BOLTED � REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. 3 MINIMUM BEARING SURFACE. FOR WOOD BEAM GARAGE DOOR 5L.OGKOUT BEAM POCKET