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Home My WebLink About42962-Z X ��4�g11FFOtKCpGy Town of Southold 12/9/2020 3 P.O.Box 1179 53095 Main Rd oy 0- Southold,New York 11971 !!/pl CERTIFICATE OF OCCUPANCY No: 41674 Date: 12/9/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 11115 Route 25, East Marion SCTM#: 473889 Sec/Block/Lot: 31.4-30.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/29/2013 pursuant to which Building Permit No. 42962 dated 8/22/2018 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: garage addition with unfinished attic to an existing one family dwelling as applied for. The certificate is issued to KirchhoffL Irrv.Trt. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED OA 0 ' d ignature SaFFot�' TOWN OF SOUTHOLD BUILDING DEPARTMENT 0 ' TOWN CLERK'S OFFICE a SOUTHOLD' NY WOy�• O�F,t 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#: 42962 Date: 8/22/2018 Permission is hereby granted to: Kirchhoff, Lucine 11115 Route 25 East Marion, NY 11939 To: Garage addition to an existing single family dwelling as applied for. Replaces BP# 39517 At premises located at: 11115 Route 25, East Marion SCTM # 473889 Sec/Block/Lot# 31.-4-30.3 Pursuant to application dated 8/22/2018 and approved by the Building Inspector. To expire on 2/21/2020. Fees: PERMIT RENEWAL $682.00 Total: $682.00 i nspector opIt s 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#: 39517 Date: 2/3/2015 Permission is hereby granted to: Kirchhoff, Lucine & Anstis, Pierre 11115 Route 25 East Marion, NY 11939 To: Garage addition to an existing single family dwelling as applied for. Replaces BP#37787 At premises located at: 11115 Route 25, East Marion SCTM # 473889 Sec/Block/Lot# 31.-4-30.3 Pursuant to application dated 2/3/2015 and approved by the Building Inspector. To expire on 8/4/2016. Fees: PERMIT RENEWAL $682.00 Total: $682.00 11sp( 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#: 37787 Date: 2/5/2013 Permission is hereby granted to: Kirchhoff, Lucine & Anstis, Pierre 11115 Route 25 East Marion, NY 11939 To: Garage addition to an existing single family dwelling as applied for. At premises located at: 11115 Route 25. East Marion SCTM # 473889 Sec/Block/Lot# 31.-4-30.3 Pursuant to application dated 1/29/2013 and approved by the Building Inspector. To expire on 8/7/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,364.00 CO -ADDITION TO DWELLING $50.00 Total: $1,414.00 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 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 Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C_ Fees I. 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: v Old or Pre-existing Building: the (check one) .Location of Property: /*I 4t A,' g.jV'.9 0-/?/ House No. Street ~T H" Ham let Owner or Owners of Property: 0141C re -7-- 77 T Suffolk County Tax Map No 1000,Section J/ Block Lot 3 Subdivision 7`6' � Filed Map. Lot: Permit No. U Date of Permit. —5� Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ 5-0- 00 jApOaSignature ! 1(/ i� y�apF SOUI�o # # TOWN OF SOUTHOLD BUILDING DEPT. G _ 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ XROUH PLBG. FOUNDATION 2ND _ . [ ATION/CAULKING FRAMING/STRAPPING [ [ ] jFIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O REMARKS: fit I/ AX � � I r k d* k(A Pl lef ez xc , c ar✓1 DATE IndI' INSPECTOR CHITECT 1MIARK SCHWARTZ &ASSOCIATES 28495 Iain Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 www.mksarchitect.com September 24,2019 APR 2 9 2020 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Anstis House 11115 Main Road Orient,New York To whom it may concern, I have been on site during the construction phase and reviewed the work. The foundation,framing and strapping have been completed as per plans and meets or exceeds New York State Code requirements. Also,we have submitted amended plans (windows and doors) that were approved by your office Please call this office with any questions you may have. Sincerely, a Mark Schwartz AA Ntemher American institute of Architecture CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 1 www.mharchitcct.com February 03,2015 E C E � U Southold Town Building Department P.O. Box 1179 FEB -6 2015 54375 Main Road L— Southold,New York 11971 BLDG DEPT TOWN Of SOUTHOLD Re: Antis property 11115 Main Road East Marion,New York Permit#37787 To Whom this may concern, I have been on site during portions of the construction phase and have observed the foundation work and damproofing. This work has been completed as per plan and to the best of my knowledge,meets or exceeds the NYS code requirements. Please call this office if you have questions or require additional information. Sincerely, M� ar �r3 AIA Member American Insutute of Architecture r� i ROUGH 11 a PLUMING t s STATE ENERGY CODE � I AminboMMNTS- W" I WIFE MIR-In WIF-Aff //1 t 74 V s T7J 1 d�st' /r Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM o �Q PROPERTY LOCATION: s.c.r.M.fs: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Ol 000n�,. 'Z STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN ' DIsMct on -91-a— - I CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No ta. 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 p Generated by a Two(2")Inch Rainfall on Site? bZo the Scope of Work for Proposed Construction) s F.!Acres) (This item will include all run-offf created by site . What Is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed /L OO S' Site Improvements and the permanent creation of construction activity. IS F./Acres) impervious surfaces.) AOC14- P"NS 2 Does the Site Plan and/or urvey Show All Proposed PROVIDE BRIEF PROJECT' DESCRIPTION (PrvvldelddN-wPq--Need4 Drainage Structures Indicating Size&Location?This ❑ Item shall include all Proposed Grade Changes and Q OAJ Slopes Controlling Surface Water Flow. / 3Does the Site Plan and/or Survey describe the erosion .f 6 and sediment control practices that will be used to control site erosion and storm water discharges. This Item must be maintained throughout the Entire 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? 5 Will this Application Require Land Disturbing Activities ❑ Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or El Submission of a SWPPP is required for all 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 -r are part of a larger common plan that will ultimately disturb one or mon acres of land; which Exceed Fifteen(15)feet of Vertical Rise to ❑ including Construction activities Involving sol disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious ❑ for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ' lThe SWPPP shall be prepared prior to the submittal of the NOI.The Not shalt be into and/or in the direction of a Town right-of-way? ubmi tedrto the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, P required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any ❑ constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-0f-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area?(This Item wN,NOT Include ft Installation of Driveway Apons.) 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 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance Is between 5,000 S.F.&1 Acre in area, 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 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 Per IL (NOTE A Check Mark(4)and/or Answer for each Question is Required for a Complete Appricaaon) STATE OF NEW YORK, C U 'Y OF fUl.....��....6.1X— ....SS Tit Ir•••...........•• .••... .��ing duly swom,deposes and says that he/she is the applicant for Permit, (Name of individual sign ng Doa,menq And that he/she is the .......................................41c" ` .... . r,Contractor. fficer,etc) 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 will be performed in the manner set forth in the application filed herewith. Sworn to before me this; Z a t.3 � .....�`............... ............, of.........a .......... VI Tfil H Nota Publil�`Stats of New York No.01V%190696 �i Iotary Public: ..... ... .......... ........ .........................ElDalifie(H �StTffol yCoun .�...... .............................. Commission EX Tres Jul 2$.2 3 *(Si ature of App6canq FORM - 06/10 i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT'NO. Check Septic Form N.Y.S.D.E.C. Trustees I C.O.Application Flood Permit Examined 20 ` c� Single&Separate D E Storm-Water Assessment Form l� IS U 15 ntact: Approved S 20 12— Mail to: Disapproved a/c Z� BLDG DEP 'Phone: Expiration 1 20� WN 0 THOLD W.l 4 Building Inspector 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. (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 Naive of owner of premises ptc-exL L;c (As on the tax roll or latest de d) 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�f land on which proposed work will be done: House Number ,Street Hamlet/ County Tax Map No. 1000 Section Block '''' ®;4 Lot �d 1 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 cSl�/ (, Zx/p?l c k b. Intended use and occupancy �_- 3. Nature of work(check which applicable): New Building Addition Alteration 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, �&"ify 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 Rear Depth Height Number of Stories S -Size of lot: Front ear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NOk<Will excess fill be removed from premises? YES NO 14. Names of Owner of premisesAI-T /f Address Phone No. S f 2- Name of Architect SC t j c L,01:iZ z- Address Phone No 4 Name of Contractor Address Phone No. I 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO IFYES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO K * 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- A— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSU 'iii:. L being duly sworn, deposes and says that(s)he is the applicant (Name of indivi ual signing co tract) above named, (S)He is the AZ G (Contract ,Agent, Co porate OfIcer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn Vefore me this '� ff —day of - ( � 20 Vic".TOYW Notary Public to of New York ZRA No.O1YO6190696 ualifted in Suffolkun ignature of Applicant Notary Public Commission Expires July 28,2 jQ D [EC[EG'V[2 August 20i 6 - D To: Southold Building Department AUG 2 6 2016 From: Lucine Kirchhoff, Pierre Anstis BUILDING DEPT. TOWN OF SOUTHOLD Please accept this request to provide 1 (one) six month renewal to building permit 39517 for the residence located at 11115 Main Road East Marion, NY 11939 qu ' e Kirchhoff d P' nstis r m -I cumber QF -# Lk2-9 U 2 . ��qnG r/losC��o ` ' FEB 2 0 2020 N/F NOVICK SURVEY 0r N 87.37'20"E 68.00' DESCRIBED PROPERTY IPE FOUND SITUATE CONCRETE SLOCK Pa EAST MARION, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. OD SURVEYED FOR: NANCY P. DISTILLI rn � o rn Q: K) z 2 TM# 1000-031-04-030 3 PIPE D S' WEST i GUARANTEED TO: NANCY P. DISTILLI w I.. w 8 z FENCIN I' I--1.6 2- 8 D l9 S o c'4 ' �NS�GL OVER LINE O1Q w,�Lrrf c"LSHED 9 OVER LINE EL DO $0'FENCE EAST OF PROP LINE 6,CONCRETE Li I OVER LINE = . ' O Z ff WOOD _ lirlZ`. )/� Y 9 SION P FENCE : ak 0. RE SIDE-NCE 2.4' ENTgy + PIPE � Ex sfilN �o�sl� 17®oS F 04— o) Eu l s p w & S�l~b Icy q 80.5913 ,.W 68.00 AIA IN2 0 ROAD Mop. G/t a.,%E 9� . SURVEYED 15 ,JUNE 2007 SCALE 1'°= 50' AREA = 26,878 S.F. OR 0 617 ACRES GUARANTEES INDICATED HERE ON SHALL RUN IS PREPARED, AND ON HLY To THE PERSON FIS BEHi*iALF TO THE THE`cY SURVEYED BY nTLE COMPANY, GOVERNMENTAL AGENCY, STANLEY J fSAKSEN, JTZ. LENDING INSTITURON, IF LISTED HEREON, AND I, TO THE ASSIGNEES OF THE LENDING INS7ITUI7oN P,V. BOX 294 GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OMNERS NEW SUF OLK. N.Y. 71956 631 —73 —55.35 UNAUIHOWED ALTERATION OR ADOMON TO THIS 4 SURVEY IS A NOLATION OF SECTION 7209 OF I THE NEW YORK STATE EDUCATION LAW ' COPIES Or THIS SURVEY,uAP NOF BEARING — — ---- -_-_-- THE LAND SURVEYORkEMBOSSED SEAL SHALL LI— NSE LAND S VEYOR NOT BE CONSIDERED TO BE A VALID TRUE COPY YS Lic No 49 3 07P i 598 REVISIONS l� El rl Li Li .I D r- I Lj 0 ti ti U a m H x O ♦♦ U O E:l c- ♦ o x i i i i i i i i i i WEST ELEVATION z SCALE: 1/4" = 1'-0" Z Z o � Q � w � wa W wW x z O W Q o LL u% uji x � z V1 z z v�1 CQ O r I ♦ � r ♦ ♦ O � � W ♦ ♦ i 8?. ♦ ', > DRAWN: MH MS ,' > * SCALE: 1/4"=1'-0" JOB#: ' f-= July 15,202 NORTH E � ;��/ I�,; SHEET NUMBER: 0 :N� SCALE: 1/4" = 1'-0" � 2 0 220 A� l 1 r. 1 .1w ljl�lr11E T r3PIF REVISIONS 0��0 o�o��o�O D 0 ti N a t-1 Cj w s ono ti 44 U 0 ei � w U ,_, z 0 a LjEll LIE] ELI 0 � W wa - - W r EAST ELEVATION SCALE: 1/4" = 1'-0" Y 0 O Q o O w w z z z ~ w r < U) w �e k* A p b , ySc DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: Wednesday,July 15,202 f SHEET NUMBER: 1 `a I' J1�� 'I�i� �P � REVISIONS %-�;�c � J> Oo�rv0O O�o�Q�o-- D 60'-0" 8'-2" 14'-8" 14'-8" ol 16'-6" 6'-0" ol 0 N M U m -� 3 x t j .4c., ou'o O n u O z O I d- o � X N CD I N N 18'-51/2" 18'-51/2" 18'-51/2 4'-0" 1 1 1 I Z 1 1 I 1 - - - - - - - - - - - - - - - - - 1 1 - - - - - - - - - - - - - - I 1 - - - - - - - - - - - - - - - r� O 5-1/2X14 STEEL GIRDER 4X4XX1/4 STEEL COLUMN 5-1/2X14 STEEL GIRDER 4X,14XX1/4 STEEL COLU'4N 5-1/2X14 STEEL GIRDER 1 ^ F 4gX48X12 CONC FTG; 48;C48X12 CONC FTG: (41#5 REBAR EACH WAY) (445 REBAR EACH WAY) •-----------• •-----------• ------------- ------------ C ---------- ------------ --------- 0 ------ ---------- O I o GARAGE 5/8"TYPE-X FIRE RATED SHEETOCK AT WALLS AND CEILING.DOUBLE UP ---------- ti- o AT GIRDER AND COLUMNS r ---------- X N rl I I I I I I I • I I I I I I I I I I I I 1 I I 1 I I I I I I 1 I V i Q 0 10'-101/2" 10'-21/2" 13'-10" 18'-0" O Q 0 w Do Z Z Z 60'-0" ~ 2 r < FLOOR PLANU) , „ z SCALE: 1/4 = 1 -0 w SCS , lob 11Z A "I '..r.:> DRAWN: MH/MS i SCALE: 1/4"=1'-0" JOB#: Wednesday,July 15,202 �� . ✓ z �`� SHEET NUMBER: A-3 REVISIONS 4© o 60'—C" 8'-2" 14'-8" 14'-8" 16'-6" 6'-0" ol 100 erg N k w u o 0 < z ;o O o s � 0 N Z 00 Lo O p � X N V N LL 0 X UNFINISHED ATTIC N z (4)2X6 POST OVER (4)2X6 POST OVER O COLUMN BELOW COLUMN BELOW z 1-3/4X11-7/8 ML RIDGE ---------- ------------ ---- ---- 0 ¢ r� 011 - -- z Z -- ------ N � V ---------- O �o ---------- Lo V N ----- OD x N TW V 1 Q 0 r— » fea re O O ol 7 1 0'—101/2" 10'-2/�2 13f-10 18s-0n �j 0 z Z Z 60'-0" 0 ROOF PLANz Q SCALE: 1/4" = V-0" w f" a W, DRAWN: MH/MS . • ' x "�`-� �� SCALE: 1/4"=1'-0" �} ?, , .gat,• �ag, � JOB#: r { Wednesday, 1 Y,Ju y 1 5,202 lip SHEET NUMBER: M �3.1 A-4 L. 1E' fi7ARTI IRI x.1'1 �L REVISIONS 6 Doo D i r LIE] LIE] 0 a M , 00 O ` s U O c r ♦ Z ♦ rr i i i i i i i I WEST ELEVATION z SCALE: 1/4" = 1' Z oR In � as � z o � �> �, Nil ►�-�-� L � a ❑ El - o Q o w i VC A t;' �.:''.� f F-.i+� � DRAWN: MH/MS SCALE: 1/4"=1'-0'1 g�F JOB#: February 01,2019 s SHEET NUMBER: NORTH ELEVATION SCALE: 1/4" = 1' �,��. � A- iT, iu,,r i1�,riz fr.:rvrr REVISIONS 0 Oo o©O 0 0 N � a M M o U 2 00 � v �• z M .r f I ❑ a Ell a 0 0 CD � W wa W EAST ELEVATION SCALE: 1/4" = V Y O Q o w w z z z H Q U) Q� w An Cit SC DRAWN: MH/MS SCALE: 1/4"=1'-O" JOB#: w t"s � February 01,2019 SHEET NUMBER: REVISIONS OD0 DO D 60'-0" 8'-2" 14'-8" 14'-8" 16'-6" 6'-0" 0 N '~ n u, ro m „ 00 � U m z O FL I d 18'-51/2" 18'-51/2" 18'-51/2" 4'-0" i - - - - � - - - - E� - .'-- - - - - - - - - - - - - - - - - - --- - O I (3)1-3/4X16 ML GIRDER 4X4XX1/4 STEEL COLUMN (3)1-3/4X16 ML GIRDER 4X,4XX1/4 STEEL COLUMN (3)1-3/4X16 ML GIRDER 4$X48X12 CONC FTG: 48,048X12 CONIC FTG,' ;-- ---- (41#5 (4185 REBAR EACH WAY) (4,#5 REBAR EACH WAY) ----------- ------------- ----- -- ------- �+ w ---- ----- ---- ----- 0 GARAGE ---------- 5/8"TYPE-X FIRE RAT®SHEETOCK ----------- AT ----------AT WALLS AND CEILING.DOUBLE UP AT GIRDER AND COLUMNS cN I i� W O 10'-101/210'-21/2" 1,3'-10 18 -0 0 w Z z 60'-0" F�--I < p Q FLOOR PLAN- co co Q SCALE: 1/4" = 1' -t!� w p DRAWN: MH/MS ' :§� N 1 SCALE: 1/4"=1'-0,, JOB February 01,2019 SHEET NUMBER: A-3 kIfEll1\TLJI'1'vrEli REVISIONS 0 �O1 0000 0 60'-0' 8'-2" 14'-8" 14'-8' 16'-6" 6'-0" 0 ti N s o o u a � 0 0 z o ICX ct o in v N 0 co UNFINISHED ATTIC N O 1-3/4X11-7/8 ML RIDGE Q z O a ---------- O Q --------- o ---------- = z -- o ---------- ---------- o ---------- ILLLn � N 00 X N W Y 0 O Q O w 7'-1" 10'-101h" 10'-21h" 13 -10 18'-0" ol W Z Z Z L Q ROOF PLAN SCALE: 1/4" = V w firs Q A P S '' hyo A� DRAWN: MH/MS F ,!, C-, � � c• SCALE: 1/4"=1'-0° JOB#: February 01,2019 SHEET NUMBER: A�4 REVISIONS Co EL EDI ♦ � n I - I _ I _ \ z WEST ELEVATION z 0 SCALE: 1/4" = 1' w 7m Q a w w w Tw a V — --- 00 --- -- --- _ _-_ �i z o � a Ll I I il I Due , DRAWN: MH MS SCALE: 1/4"=1'-0„ NORTH ELEVATION ,. rL' k; JOB : CD September 23,2013 �o SHEET NUMBER: SCALE: 1/4" = 1 CJ9 ua m L PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NdTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICAT10N5.AND THE FIELD CONDI71pN5,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL GENERAL GON AC 1 TR TOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR �,g R SHALL BE RESPONSIBLE FOR ALL 8L'ILDING D£T'A TMENT INSPECTI NS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYM Ftfk OWNERS_ REVISIONS 0 00 mom IT] I E Ljl m , 13M N � � m -- --�- _ - — --_ _— _ ----- ------_--�_ — 1''� w EAST ELEVATION SCALE: 1/4" = 1' Qz � o z � � w •Y , DRAWN: MH/MS SCALE: 1/4"=1'-0„ JOB#: September 23,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTIACTOR SHALL VERIFA-2 Y ALL GENERAL GONTRAGTOR TO COORDINATE MEETING WITH d�11NER5 FOR ArfROVAL OF ALL !sENERAL GONTRAGTOR SHALL DE RESPON516LE FOR ALL DUIL.DING DEPARTMENT INSfEGTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 60'-0" 40'—10 1/2" 8'-3" 10'-101/2" 10 I I d • p • d D d • p d D d p • d D d • p d D d • p • d7p d • p • d p d • p p d • p • d d . 4 A n O � o v o �1- N D ti m U C:) �1 #4 DOWELS • @12"OC AND O I ( r 'AT FOOTING // /' ,i Uj w C) 00 4 CIO 111 r ! f 48'X48"X12"CONC.FTG. 48"X48"X12"CONC.FTG. REINFORCED w/(4)#5 REINFORCED w/(4)#5 REBAR EACH WAY(13'OC) REBAR EACH WAY 03-OC) i 4. CID O00 ° 'Q� v.G o' 1'?n v,�cD c e N a 0 /� EXISTING 49-01' 14'-51/2" 4$-0'9 15'-21/2" 2'—6" 29-91/2" 0-4 F- ' O O rrT DOWELS 1 @12"OC AND O c AT FOOTING 0 41/ a v o 0 I o • p 4 D . v • p 4 D �• v • D 4 D • v • D 4 D • v D 4 D . v D 4 D . v • p 4 v . o • p C p • e o O 4 o e e e o 40'-101/2" 8'-3" 2'-3" 3'-3" 5'-41/2" N 60'-0" <C Z O � z 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT ABOVE 5).PROVIDE 2X ACQ SILL PLATE.SILL PLATE TO BE INSTALLED OVER COP-R-TEX Z —a0, GRADE TO MATCH HOUSE.(ALTERNATE 8"CONCRETE BLOCK). TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. Q Q Ln 2 2).FOUNDATION TO HAVE 16'X8'CONCRETE(2X4)KEYWAY FOOTING. 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, r"( LO LO FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A REST ON UNDISTURBED SOIL(WNIMUM 3000#CAPACITY). MINIMUM 7"IMBEDMENT INTO THE CONCRETE.IF USING CONCRETE BLOCK ANCHOR BOLTS TO HAVE MINIMUM 15"EMBEDMENT PER CODE. EACH W 3).CONCRETE SLAB TO PITCH TOWARDS OVERHEAD DOOR OPENINGS, ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE FOUNDATION PLAN- MINIMUM 1/8"PITCH. WASHER AND NUT. i i 1 4).FOUNDATION SLAB TO BE 4"THICK(REINFORCED),3000psi CONCRETE SCALE: 1/4 t ON COMPACTED FILL.INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING WALL;.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE REST OF THE SLAB.THE BLOCK-OUTS AT4 " RCA COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEETTHE CONTROL JOINTS.CONTROL JOINTS x ,r ''`s`�' •.f..`:r+ SHOULD BE NO LESS THAN 01`E-FOURTH THE THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH. ° DRAWN: MH/M5 MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE p {; SCALE: I/4"=1'-0" THAN 16 FEET. JOB#: I �. r September 23,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CCNTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-3 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVINrs FINAL PAYMENT FROM OWNERS. REVISIONS 60'-0" 7'-0" 14'-0' 14'-0 10 -0" 15 -0' TW3052-2 TW3052-2 TW3052-2 9,-01, (2)1-3/4X9-1/2 ML HEADER . . I(2)1-3/4X9-1/2 ML HEADER (2)1-3/4X9-1/2 NL HEADER (2)1-3/4X11-7/8 ML HEADER 1 1 0 I , O �+ O Lu 1 , N Q . B ; M "1 k A ti O Lu IQ , 1Yf �] �] ' i ^L•-' U L7 LLI _' Z' ' ' ' % / U R1 x 1 / i / j�/ o N (2)2X10 FLUSH BEAM ' / Ci--------------- o� C 21 XN 'Im I ---------------------- 1 1 may. I� PROVIDEHINGED'FIRE-RATED - ------------- -----___, 6XS'DOORNANYSC0DE. LOCATION TCDETERMINED It IN FIELD�WITH,OWNER 11 1 ' 1 , ♦ w I t ,- --_ _ STEEL LILLY COLUMN w/ 1 1 1 _-__---_-i 30"X30"X12"CONCHFTr, 4'-019 / ! 1 g -5/2 18 -5 h 18 -5�h ------------------------------------- 7t -----'L L(3)1-3/4X16 ML UPSET GIRDER(A'�T.:(3)11-7/B MLw/(2)3/8^STEELPLATES, r ---- -----r--------------------------------------------- i !(3)1-3/4X16 ML UPSET GIRDER(ALT.:(3)11-7/8 ML w/(2)3/8"STEEL PLATES (3)1-3/4X16 ML UPSET GIRDER(ALT.:(3)11-7/8 ML w/(2)3/8"STEEL PLATES '•-- EXISTING 1 1 r ' 4X4X1/4 STEEL COLUMN w/ 4 4X1/4 STEEL COLUMN w/ 48"X48"X12"CONC.FTG. 8"X48"X12"CONC.FTG. --- - -- i REINFORCED w/(4)#5 REINFORCED w/(4)#5 _ 1 REBAR EACH WAY(13-OC) R BAR EACH WAY(13"OC) o ---------------------- GARAGE 1 5/8"TYPE-X FIRE RATED SHEET ROCK ON WALLS AND CEILING O DOUBLE UP SHEECROCK AROUND COLUMNS(BOX IN) --------- O •------------ --------- 3'-6"WIDE STAIR - -- --- /j/ /�/ i ! / W O Dp 1 1 9T 16r @ 7-11/16" ------------ Lw 1 N < Lu o i ' � 45 MINUTE FIRE-RATED N ; ; DOOR wf SELF-CLOSING _------ HINGES AND STEEL JAMB ----_- PER CODE(TYP.) -� I Il) In 1 1 Q I Q ' in d I (2)1-3/4X9-1/2 ML HEADER (2)1-3/09-1/2 ML HEADER (2)1-3/09-1/2 L HEADER ' 2 1-3/4X11-7/8 ML HEADER ' 2}2X10 HD TW3052-2 TW3052-2 TW3052-2 91-01, T-0" 7'-0" 14'-0" 14'-0" 10'-0" 8'-0" j 10 10 Q z 60'-0" Z w 1).PLATE HEIGHT AT 8'-6-UNLESS OTHERWISE NOTED. 6).STEEL POSTS TO BE SECURELY FASTENED TO GIRDER WITH z w GALVANIZED BOLTS AND WASHERS(TYPICAL). < < 2}.EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. PLAN 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES L0J--�FL�O1 R\ 3),EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. W i 1' 4). DOUBLE UP MICROLAMS AT OPENINGS ABOVE(CYP.).PROVIDE SCALE. 1/4" — 11 BLOCKING AT MIDSPAN. 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"TYPE-X FIRE RATED SHEET ROCK. 5).ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK SCUDS ON EACH SIDE + OF OPENINC.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 9).SMOKE AND CO DETECTORS TO CODE(TYPICAL). !''°ryA , MICROLAM HEADERS- (yy"aY'•. „x,31.. �X',w /y^ s'e`ar yT 4,1��r,' M1t• I,, �d�14J - DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: September 23,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL NSR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DtSCREPANCIES BETWEEN THE DRAWA-4 INGS,THE S�ECiFICATiONS,ANb THE FIELb CONDITIONS.AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL IBE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 60'-0" 5'-0"HIGH KNEE WALL 12 1�U W INSTALL RAILING PER CODE ,ONE SECTION TO BE ----------------- -----------r.' 6' ARL-E4v4F}------------------------------------------------------------------------------------------------------------------------------- a ---- V r-1 INGEDaFIRE-RATED I NYS CODE.T�DElERMINED..WITH%0WNER 1 \ \ \ \ \\ o UNFINISHED ATTIC STORAGE 1 ----------------- 1 ILI 04 1-3/4X11-7/8 ML RIDGE \\ LL, 1-3/4X11-7/8 ML RIDGE pry N K z \\` \`•` \\ `\ \\ \ \\ �"� N O ` Z O \ \ 2 \\ \ \ \ ----------------------------------------------------------------------------------------------------------------------------- -------------------------------------- ----------- \� \ `\ `/ 12 5-0"HIGH KNEE WALL ^+ < Q z Z 1).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING O z MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT- Z 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE Q Q ROOF PLAN- DIRECTLY TO THE DECK ALONG EAVES. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. L 3).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING. SCALEi i Q : 1/411 - 1 6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 4).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS USE GALVANIZED(ZINC COATED) ROOFING NAILS,11-12 GAUGE WITH AT WITH ROOF AND SIDE WALLS UYPICAL). LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. DRAWN: MH MS SCALE: 1/4"=I'-0„ JOB#: September 23,2013 ¢ � SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL GONTRAGTOR TO COORDINATE MEETING WITH OWNERS FOR AP F A L O ALL aENERAL CONTRACTOR SHALL SE RESPONSIBLE FOR ALL EiUII.DING DEPARTMENT MSPEGTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTEb TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITF_INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEME14T OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROGKING AND SHALL SECURE THE G A 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 11-7/8 ML RIDGE OL 12 2y',oQF112 v- ---_ 2X8 DF#2 CJ @16-OC �,Q o O WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) 0 00 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO I Ln O COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 4 >~ CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. CN ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 3/4"SUBFLOOR — — U 2X10 FJ @16-OC, 2X10 FJ @16110C 64ri L 1 (3)16"ML 0, !_ 1 'i._ _._.. �... .` 1._`_.. ., _ 1 � ,_ ..... i._ —L GIRDER L L v] O oo } 1. `-z' i; :'� r', tI'_�I ,.,_(.,.,.(). __ILm•��_._.�:-ji_..yt1_�..I',iI;. '( ' rte. ' I ,�r;;;,.,,,r.., -X FIE RATED S/8"TYPE `==1 45 MINUTE FIRE RATED •-., �" o m SHEET ROCK ON WALLS , ._e., DOOR(45 MIN.)w/S.C. •y Q AND CEILING(TYPICAL) HINGES AND STEEL JAMB13 m [IU STAINLESS , o OR GALVANIZED ,,. { , / I I I i -; s WOOD SCREW W/ I , 4X4X1/4 s map ((/� II (/ L� L f��;'� I I� ' ",} ACQ SILL PLATE, /' ) I �y/ ) } W'ASHEAS IT O.C. I I! i' !' 1 i_-' ® t c. . '�_.I,ti_ 5 'L 1 !!I ' ' ' STEEL COLUMN ' COPPER COATED 12TERMITE SHIELD, ! l 1 ) 1 =1 I 1, I 1 I" i• I i + +:i FOAM SILL SEAL ' ' =p �` PITCH SLAB 1/8":12" i , r v in' ( , 1 1 n 1 L TOWARDS O.H.DOORS L i 1 GRADEPLVWOOD � _ 1_.;S_..:1 A..._}_A_ _..: :. -i i t ALTERNATIVNE:7/I6 O f.6.1 i 1 }I !!7 - - ' -- ♦ - 1 1.. I I r� 1I • ♦ ♦. ♦ • ♦ ♦. . ♦ ♦. • ♦. ♦ ♦. IIYAPAG HEATHINi 4:� YC �o.•'•.d O GMD£PLYV PLYWOOD ... - 4"CONC.SLAB,REINFORCED (ALT RNArn VE.Tnr.os.e.) C) �.. 1, .- '?1' I s 48"X48"X12' CO] FTG, w/WMM OVER COMPACTED D 8 WALLC I SOIL OR GRAVEL(TYP.) Z W/(4)#5 REBAR e.w. U i10 STNNLESS SEEEL {JI 'I L '4f 1+ I ) �,( I �j 'i I .S� .• o u Oa GALVAN12ED ;11 WEIODfCREWf W/ , NIN - - (2)#5 REB.F W Z l6"X8"CONC.FTG. (� I: ,-.. � lj 'f! WND�WfIu TYPICAL WINDOW OPE G Q H 0 .+ i.1 (LESS THAN 4'-0X8'-0"OPENING) TYPICAL DOOR OPENING CROSS SECTION o (LESS THAN 4'-0X8'-0"OPENING) SCALE: 1/4" = V-0" W ° a " 1-14 1 ( U GENERAL: C/] ,�,,r„,.,._, ,.._.-_:-a= - _F L t; _-#fes I,i 1 :( r f s. DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A { -� ( r ' r r ' { SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL STORM WATER MANAGEMENT DETAILS _ L � } i i 3 { (3 J' , I ,! , I/I i,, I I,. / t' +�{ i( FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE ' SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION F r� F . , s' , L ;, , N.T.S. t 1 l;- t' � WILL NOT COMPACT THE SOILS BELOW THE DRY WELL FINALLY,A DRY WELL SHOUN.ORDINANCE,OR OTHER dri r LEGALLME SUREST AT PREVENT ITS NEGLECT,ADVERSD BE PROTECTED BY EASEMENT,DEED E ON,AND REMOVAL. GUTTERS DOWNSPOUTS DRAIN PIPE {f i; THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH -r'i I � WATER TABLE OR BEDROCK AND BE S LEVEL AS POSSIBLE TO UNIFORMLY GUTTER 512E ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE 1/8"SLOPE GPM 1/4"SLOPE GPM i.•. L. I t l t�• DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. (INCH) O 1/16"SLOPE ®1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER 1 t , CONSTRUCTION: 3 340 480 2 1088 46 3 1644 68 2320 96 I 3M'ArA PLYWOOD SHEATHING FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 { CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE 5 1250 1760 3 3220 734 5 6680 278 9440 392 CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS 6 1920 2720 4 6920 288 6 10700 444 15100 628 t--1_- FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, t ' PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE n, LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD OGEE GUTTER-STANDARD 5' v/ R E BE PLACED OUTSIDE THE LIMITS OF THE DY WELL CI� Q NOTES: �/ {/ ( +rI i TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, xx<DE"z •% I (t + ..ri ! l� a )t f( ! •II /t / 'd' Q Z sruos f J { I I'j 11 1 DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION 1).EXECUTION: Q SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY C 1! 1 111 TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. O cj� Z ,e-Kr ; , i /t ;,(;_`„ _'I_?._ i4"j�`:,.., ` DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE.TO CORDON I ) n�, I ' !rl' 1`� I f/�.", xrDsrAINLEnsTEEt OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT 2).PREPARATION: Z GALVANI ED AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. LL 1 I ! 1 1 I 1 1 1 ( 1 ! WOODSC0.E�Yf W/ / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR � USE OF THE DRY WELL A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE S UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ROOF AREA:2108 SQ.FT. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR r� C MULTIPLE PLYWOODASSEMBUES ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE METALS WITH PROTECTIVE BACKING PAINT. -�...� r �•- 2-zx.DErz;ruoscOnnLcrED SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY AT 100%WATER RUNOFF:353 CU.FT. U) TOGETHER WITH STAINLESS STEEL T OR GALVINIZED BOLTS W/WASHERS AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND 3.INSTALLATION: Q AND NUTS 0 2-nc A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. DRAINAGE AREA STABILIZED. PROVIDE(2)8'DIA.X 6'DEEP DRYWELLS 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. Ll l TYPICAL MULTIPLE OPENINGS IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. (MORE THAN 4'-0XB'-0"OPENING) STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE DRYWELLS CAPACITY:422 CU FT. INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND a).COPPER J LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. SEDIMENT AWAY FROM THE DRY WELL THESE DIVERSION MEASURES SHOULD NOT B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELLS DRAINAGE AREA CONNECTORS. 15 COMPLETED AND THE DRAINAGE AREA STABILIZED. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE CONNECTION WATERTIGHT. COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. PRETREATMENT: DRY WELLS TO BE 1O' MIN. 4),PROTECTION: +r.F_Gy AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETIONNp4kT 6]E B),TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODMTSBEf FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF COMPLETION, k RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND ,�tF,_ ✓:�.;�'^1 E''°�'S{ ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. O ,-:� ��'�tl 9� �"`�; 4 ,3+'. � ,�1 DRAWN: MH NIS THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH „_ , CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER O O . A, „" �•'' a'.' , '�'• �� SCALE: 1/4 '-0' PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES " ,1-A ', '•>.' 1' ,, ,• JOB#: THAT CAN ENTER THE DRY WELL September 23,2013 "u' '' f�,:-•, SHEET NUMBER: A-6 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER ENDWALL • WALL STUD CRIPPLE STUD i • � RIDGE BOTTOM PLATE ° ©� • HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADSS HOLD DOWN COIINECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP HUMBER DESCRIPTION APPLICATION RAFTER SIZE USE NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADSS ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP 4PPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 a. SLOPE HANGER ,APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH DE JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREA .ALL OPENINGS RT3 OR iTYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X1 DED ROD. 0 LS210 118qo. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING C24"OC N n WALL STUD U �n ^ m THROUGH-ROOF EXHAUST .aN, m m b VENTS SELECTED AND }r �e METAL STRAP LOCATED BY CONTRACTOR ami cf U xo Z W VENTILATION CHANNEL V y� Y ao RIM BOARD AS REQUIRED r RAFTER SILL PLATE(S) RAFTERS MAINTAIN w • '• ,• • ,• '• • .• ` VENTILATION Ile WOOD JOIST UCt r-+ FOUNDATION ' I BLOCKING TOP PLATE rG 2x4 LEDGER BLOCKING 2x4 SOFFIT JOIST STAPPING L IN ATTACHED TO WALL STUDS UDS ATTIC SHALL BE PROVIDED WITH A • AND ALL WIJDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. i� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER (I SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS i� OPENINGS OF /, INCH IN DIMENSION. CONTIN. SOFFIT / EXT. PLYWOOD i INSTALL 4'O" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS CT TO ON ALL OPENINGS / �� 4" - 6" RAFTER RT1O 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER `r• PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO OVER BEARING WALLS AND HEADERS 14' - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS �� ' 8' - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS i 0 214D. FLOOR WALL - \ 1""'1 F~-1 RAFTER Q WOOD JOIST z O F`FT I "Fl, TOP PLATE H GIRDER/HEADER ;t rT} U 1ST. FLOOR WALL STARRING TO BE ATTACHED TO WALL STUDS (ii WOOD JOIST — AND ALL WNDOW/DOOR OPENING JACK STUDS WALL STUD , FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. z 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USF NUMBER DESCRIPTION /PPLICATIOII O ON ALL OPENINGS C(NNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH U INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD ' DBL. SILL PLATE (v1 TERMITE SHIELD SILL GASKET r ♦ ' I TVP. CONC. FOUNDATIONCOLIC. SLAB J DAMPPROOA 6 MIL. POLY EXTERIOR 6MIL POLY ONN y GRANULAR FILL a EXTERIOR t' • • • t• ,� i % I • V 'o STEEL COLUMN I �' v ] COLIC. SLAB I p �•• a • A V `� F . COMPACT FILL ry �_•A ` ,p r p • KEYWAY FOOTING s y p 4 7 • , �•9 �-A CONC. FTG. •p Q•p L s• USE WITh 3x3 SQUARE WASHERS `` ' •O ANCHOR BOLT CONNECTION (USP LBPS53 OR ` Q Z REINFORCIIIG BAR FOUNDATION 5/8" DIA. ANCHOR BOLT Z DRAIN TILE It p ANCHOR 8017 CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION O Ci SPACEOR FOUNDATION) 1 STORY 72" OC z TYPICAL CONC_ FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OCQ Q WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24'x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION) h 2 WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC •�� Ln 'SLAB-ON-GRADE �-- r- Q GONG. SLAB ( SUBFLOOR J r W 6X6 10/10 WWA DOOR FRAME COMPACT FILL I DDOOORGE JOIST USE 2X6 STEEL BEAM FOR BLOCKOUT • 4" SLAB IF '• '• '• P.T. PLATE • W/ 6X6 MIA M SLOPE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT t • 7 1 2" - - (WITH A NAILING PLATE IF NEEDED' • t• 4' p . - . TO BE APROX. 1/2OR HIGHER Ti !p > STEEL BEAM 70 ALLOW FOR SHRIN�$ _T O s O • . •• +J.•Y' ,.Y„>.,t (, • . •' �'�' • • (PROVIDE STRAPPING TO KEEP JOISTS ,`'lt"N E79'�,.,;,,:n -"�:u'ey.,IW;'� a i 6X6 W-W-M- — .r — • 4 r?4:'i •'1. 57 , 12" • • • �' _ -�(I _ wJ- r+' 5 DRAWN: MH MS a '• AWA �'p �• .• �`,+� p p O • • SU ...,_y I .A fz: *��Y. d REINFORCING BAR "T 1.a• DRAIN TIL A Q • REINFORCING BAR • ; C O:•C •Fe '• ' It �. '' "'' JOB#SCALE: (SEE PLAN) 12.. Ste` ' ,y, _ d: • ' �{,:.;� September 23,2013 PL (euTD ro BEAfi SHEET NUMBER: TYPICAL COLIC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. � • .1,, � � �.�;.��?, REINFORCE FOOTING NTH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT1 Fv,;• ` PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS.THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY All GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL G ACTOR SHA 5 ONTR LL BE RE PONS15LE FOR ALL BUILDING DEPARTMENT MSPEGTIONS -7 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT 108 SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS- REVISIONS 2x stud 3-1/2" wall at 16" Plate nail-l6d(34/2') ALLOWABLE HOLES -TJl Joists JOIST DETAILS Plate nail-16d (3-1/2") box at 12"on-center box at 16'on-center" /.-center INTERMEDIATE BEARING Floor panel nail-8d NO LOAD BEARING WALL ABOVE loot panel nail-8d 2-1-2" 2-1/2" common at 6" Load bearing or shear wall No aafero,loot 1-ha•tml,a,.y b< ( ) ) above(murtrtackover wall n � seeranl^q z«i,u°y silt„"",a,„r<m common at 6”on-center' on-center below Web stiffeners 1.<rsd< srrra6l° TM Wt required each side Load from ad,naa„a aa,< DO NOT "or 1-1/4" Blocking Blocking panels cut a notch Aartge. �.: -:J -1/4"Trus � g at B3W above Trus Joist Joist rim anal 2x4 minimum may be required with s O Blocking board shear walls above or m."gym"m mm,mam 6 panel nm board* squash below-see detail Bl 1-1/i� L1 }+°I DI tz zaL} Dz blocks 6' ;• oe nail-lOd(3") oe nail-I0d(3") 6 AppxN toll , 12" nd,I,rapt box at b" box at 6° min- morxoaxsl tap rwrJrr"Br< naryw-r Ilan _ - on-center 1/16" Table A-End Support on center* Bi Bi 00 NOT Remove longue and groove O Mi imam distance from edge of hole to Inside face of nearest and support entre^��,",ur ��©o ©� from floor panel edges Bourn ary nailing supported 1"a-Rim®to -Sd 1/2" Web stiffeners s x4 minimum PPo �' �- ) stall proper er blotkin ROUND HOLE SIZE S ARE OR RECTANGULAR HOLE 812E p p g squash DErr1i iJl ensure quality nailing. common at 4" required each blocks to support all panel =^ r 4• 6-ln e.1n n• h3• r 3^ 4' a-I/} a->2 n 13• TJI rim "Conventional construction code minimum for on-center" side at BIW and , " • . edges Use 2x4 minimum squash 10 '' '- - - ' 1' ' ast O O se with A3 only.See 77us Joist Framers B2W q ¢en,. 210 r4 R6• r4 ..- r4 r-• 3 •-o" Al A2 Must have 7-314'minim A3 A3.1 3.2 3.3 akeJ Guide for A3.1-A3.3 Installation 3.4 Ste'Trus Joist Framer pocket Gu/de for B2 62 B3 B3 CS blocks to transfer load Joist hearing at ends specifications. additional/nrtallafion spec/fico&one- around TJI joist 's o r-" r-` z r z s 160 1'-" 2'-V 3'4 6'-5 1'd' ]'.6' :.6' ib' 110 1' )'.• 210 6'-0"length of na/H• 3o ,. . - - - Nail Trus Joist rim TJI joist 8"diameter maximum hole - 4'-0"length of reinforcement and for 11-7/8"-16"deep board to blocking Attach reinforcement 60 >K B"diameter maximum hole with connections to Joist with one Sd s6° 3/4" for 11-7/8"-16"deep filler block-Use blocking panels;6" equivalent to (2-1/2")common nail at Nail through 2x_,wood backer ]lo r XT � 'Web stiffeners 8"diameter maximum hole reinforcement 4'-0"length with diameter maximum for decking schedule each corner and 1a• }3p r blocking panels;6"re uired each for 11.7/8"-20"de 9-1/2°and 17-7/8" blocking panels 9.1/2"deep 3w ren r4 r.m ]'-6" s'6" e'n' 14 x'm =-6• e-o q ep on one side ai diameter maximum for Trus Jotst Attach reinforcement TJI joist web with 2 rows 10dside at EIW blotkin aneis:6" E2,both sides T11 joists. or shorter than 1T'long. rim board Blocking panel between Blockin 6. I'o, r4 1'm 2-6• 1.0• - -g P blotkin aneis 9-1/2"de to'Dirt with one 8d g (3")common nails at sediameter maximum for at E3 or shorter than 12'long not cut flanges. 1 Bch joist-Nall to top anal 1°g (2-1/2")common nail at P n-center,clinched.Uselockin anels 9-1/2"de plate with connections 1s z3O g P eP not cut flanges- each comer 16d(3-112')nails with 3w or shorter than 12"loo. Trus Joist equivalent to deckingg 3• "T1l joist s ru` ra' ry r�rr •�m '-6' 104 r-a i°�n' Iry lr4 L)o not cut flanges. rim board schedule. _ s=•i Trus Joist 12"length of a widths. r 6• e• for Ir u" 1r a 6• Ir la. ,z• is- 1r IV I� m rim board tach 3/4" 12"length of Ja, 3w r r r }'-• - I•` r I 4110.- 'a"a a m Un reinforcement to reinforcement 3/4' sot r r r- r- - r r-• u=• n' j� r) Dist web with 3 on one side at reinforcement zsr 360 '- �7"• - .- . , r'• `� c ttach reinforcement 1 sot r r-m r4 r-m V it 7w' lrno• I-o• r lr l)'4 0'-6• 12'6, w'-6- a'•6` sus Joist rim rows 10d(3") E5,both sides on one side at to joist with 9d(2-7/2") Wood ^� W board common nails at 6"on- common nails at 6" at E6 I E7,both sides �((x able 6-Intermediate or Cantilever Support v v 00 A center.When on-center,clinched. N at E8 backer ¢5 sto es H r-I �.�. a ,req ads Mini um distance from edge of hole to inside face of nearest intermediate or cantilever support r_a Z 0 ly'l Face grain �a+s�J reinforcing both q•�t(.�m Use 2 rows with 9-1/2" Lets than +a Less than ,`1Tc het iD°��i�O Dares TJI ROUND HOLE SIZE 5 ARE OR RECTANGULAR HOLE 512E U a v m horizontal sides,stagger nails. Fa and 11-7/8' Ei Ei E2 E3 E4 TJI joists. ES E6 5° E7 E8 5 Fl �`enp�t`uphoor�91 _ 3 4• d1n a-lin n" ,3" r 3" 4• ban av: „^ ,3• ,� h 10 Not far USC with 3-1/2"TJI 110 1'-6" rd• 3'.P 7-6• r-6' 2'-6' 6• 6' }.� U N girt' 21p }' }' � joist flange widths no rs 3.4 av a+r 2- au" .1 "-6• Filler block Attach WEB STIFFENER ATTACHMENT 1O o with ten 10d f3")box 21p _ -� nails,clinched.Use ten aIr It-Ire' 230 -F - W-W EXTERIOR DECK ATTACHMENT 360 - -` u+ 16d(3-1/2")box nails from Option tilt I-I/B"minimum ss. '" ' ^ " .• .` each side with 3-1/2" Structural exterior Apply su5iloor adheshre to all TA Joist blocking with end 2-3/4"maximum uo '4 r4 r r4 4'-6" eco' 1- r4 '.v 5'4 T4 u'4 Web stiffeners TA joist Flange widths. sheathing contact surfacer ks installed at 1/3 joist 11i1'2= 21. r..' r4 r4 2W S+0' s',u' 14 r-o` r o• s_o' m'_o• Ir-6" 6 nlocations using le =30 -ir I'4 1'4 3'-P f3" HI.0' 1'4 1'- }'6' 6'-°• 106• 13-0- required 3•0• re uired if sides of Use fifteen nails with Backer block Three Sd(2-1/2")box nail:, hanger do not laterally TJI joist depths Install tight to top Bearing plate: Flashing o Sd(2-1/2") clinched s o 1'-0' 1'-m r e•-� Ire" I-m raj 9'-v 1r-°" 1.4 eater than 16" a box nails or Three 16d(34/2") •- ^ ^ - - - support at least 3/8" in' flange(tight to Flush plate with inside Treated 2x �bP box nails + 2-112'screws, ao 1• Is of TJI joist to bottom flan a with face of wall or beam ledger '1° Axa' at 3-1/2"TJljoirt flange widths 30 '- 7 P g- g �('' g typical 17;#2 16' 360 77–r-7 ear 3.4 6'6• 104 13•-6' I4 r.R 3'4 --d• u'.n• la'.6• 1.7 flange face mount Web stiffener each sot ren r4 r4 z•a" r4 n•4 is-°• I-°' r.o' r6• tr-u• la'a 16.4 In'.v angers).Attach See fastener Trus Joist with ten 10d 3" 2x n ppi I Sys I Side-See Si7ef 4' 6' r ren 1z• rs^ sr 4• 6' a• lo• Iz• s n• ( ) table below.Maintain rim board 2x strapping installed {-1 below. box nails,clinched 2'distance minimum from 1P 3sp 0 ""/ (minimum) at ati joist span Tight fit s6u r-0• r4 r.a 6'-0' IV-r' 15'-6" 1'4 6'-0' 11'' :6'-6' lot= >O4 when possible. edge of ledger to fastener. locations using two zm 3en r.o- ,•4 r m s-0• 6.4 n'o^ 1s-6^ 14 r-s , Ir-6• 1e d• Is-o• :r4 `1 2-1/2'screws per joist W eb Stiffener Size W eb Stiffener Size sot r4 r- nw, 1v '6^ 1 o• I6•a I'-0' 3'0' a-' 10 Acker block Allowalsle Load/Faeored Resistance(lbs) Q tion#3; R°n,�gular hie b"ud on mcssuremwa of long.side Face mount Fastener l-3/4•dm board r a-wm,• P 1-1/2"1/2"x 2-5/16"min -5/16"7/B"x 2-5/ib"min hanger both sides directly applied ceiling axle:may>x I":.sited vertk411y amywmere comm the web Lea„e ve•of web(mmimuml al tap and bottom ofnwe. C of Web with 3/8'leg bol 4D0/5?0 7 /N.A 1-3/4" 5/8"x 2-5/16"min 2-1/2'1"x 2-5/16"minimum Knocknuts are located in web at approximately 12'on-center,they do not affect hole single1/2^lag bol 475/750 325/N.A e"speoFed on the layout one or more of ' placement r , O O joist T11 eMwvola< d<laaan,a n aaoreaa<1,Ac 1}l). pB e'three braeing options shown Itmustll be O 2-1/16"3/4"x 2-5/16"min 3-1/2" 2x4 .Fo n,^mple+pan(5'minimum)uniformly loaded joists meeting the requirements of current Tnss Joist product guides,ane ll��, a Hl H2 H3 O •C lent I,.en-"tae m for con Na .stoped ma um size round hole may be located at the tamer of he j°id span provided no other Notes Dour m the loll. ^ /--i w •Dktanm arc based on the maximums ren loads shown m anew Tru:Jdd product guide.For other load conditions or hole configurations contact yourTms J,Wold representative. BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE x ammeter of the large.ewe(minsmum7 a BEARING AT WALL WINDOW HEADER CONNECTION WALL .foist Framing ,/3 depth Z lnote O o 0-4 4° Olone ° cad only�ho�s and only Trus Joist rim board Strap per code if Hladx,ng • 1B depth o 0 1n the center ofbearn. or blocking for top plate is not pard Safety bracing 0.4 W lateral support continuous over "imam)at6',m-comer°not header U3,pan Allowed We v3:pan ROUND HOLE HART EI coextended to a braced end REAIA UEPrH MAXIMUM ROUND T Silent Floor joist framing Fader at each jatn with 4-3/x' j,nzE F" . For uniformly loaded beams only. does not require bridging ed j1-12l nails minimum 5-U2" I-3/4° or mid-span blocking (,-WARNING)- . Rectangular holes are not allowed. 7-1/4'ta 20 2• r j Top flange • Na hsdet In CantlleyeR. a sae 111wVation fw Nlowrd tide zone O hanger H2 No holes',headers or beam io plank orientation r Face mount \..J hanger DO NOT bekxy outiWrt A7 Rim board joint Parallam®PSL or vesxmoIinrrdaraeor belt-Joists TJI JOIST ATTACHMENT at BEARING O TimberStrand® O rotec7 untreated snood from direct canto IwiJ E2 See current Trus Joist L4 Ll LSL Column � O �. O TJI Joist to Bearing plate Squash Blocks to TJI Joist(Load V Tms Jwd rim board bearing wall above) literature for framing wrth conQefe A3 connectors One hod(31 box Seat 1vNlnud be n naH into each flange CONNECTION OF MULTIPLE PIECES OF tsar. One Rd(2-1R") TOP-LOADED\I BEAMS(1) CS side-Drive lad: BEARING AT COLUMN TA dm pin 11 In box nail each 1-3/4'Width Pieces: leads-17 t I.board end. 1-3/4'minimum army Den Taus 7nid r Minimum of 3 rows IOd(3"x 0.128")nails at 12"o.e. O at end o,ppor,3-1/1• Minimum of 4 rows 10d(3 x )nails' 0.128" ils at ELEVATED COLUMN m ai mtem,edat, Verify Parallam PSL or m menu,uap"r+ TimberStrand LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE LI shear tra f-Connexion eq /,cot to column CAP al AoorparrelnmTrngrdxd/e If using I2d(3-1/4")or larger nails,the Hl capacity and beam number of nailing rows may be reduced Optional bearing length. by one. non-shrink B2 See furans grout Rim to !1 Joist Trus Joist 3.1/2'Width Pieces: O 1-3/4'wlde T11 Hen literature- LS 63 Trus Joist him board or Minimum of 2 rows 1/2"bolts 3-t/2•wee rn dm joist One lad(3")box nail into eed,flange )oIoToe mil with 10 Tit floor at 24"o-c.staggered (ll LoadmW be applied evn,ly aoaes sem, p ge )o. b,am vAMn.otlawas,.use sam«uom Tor daegpad,d b<ams. P 2-In6"-2-stO coma (3")box nags,one ead, r^ ddeaf7Jl� Ido Vl Q Z TlI rim joist..16d Butnng Use Bl or 82 at (34/3^)box"ail inm esi<n Q O Additional nailing or bolting may be required with g4 l A. flange 3 if*wide L6 tide-lmded multiple-member beams.Refer to current Pl P2 P3 O with blocking termediate bearings U-1.10 O O Z product literature- End of joist, panels i load bearing or shear Top View at centerline wall from above 0 of Support Braced and wall BEAM ATTACHMENT at BEARING ¢ Q FASTENING of FLOOR PANELSee note 3 under TJoist rim board closest On-Center Spacing per Row s WARNING G Nasi Size TJI Trus Jwd Ito board Tmb-Strand LSL H7 L 14/2'sir wider Mta Alam LVL Pa-Ham PSL Onaxr t3� i 110 and 210 230,360 and 560 1' 1-1/1' h"nail earn side w ed(24/20)box 2-1/2' 2• 6" 4" • embe1 btroo, r� i')^ 8d 72-V27 common 3-U2" 2" b" 4" 3" 3' 3" 1-i/2'minimum tram end < • r � a IOd(3"L I2d(3-1/41 box [hive nails at an tee fral i mm n(Ye d nd In or ,17ot'r—ring W 3" 2• 6" 4• INSTALLATION TIPS 14 angle to minimae r:u/de/w mmlmum md.nd mtemr�re beormg Ind 2.1-I2d(3-I/4-)comm 4-12' 3- 6• 4" 4" 4" 4" S•bflo x adhesive will Improve floor performance,but xterior Deck spfimng of plate length[ i6d(3common N A. 4' 16' fi nl 6'nl 8" b* may not be required. LA When Jw.s ora doubled M non-load healing paralld ttaehment /p Ten Je he dem l/o+"m-rent.covin manmum nnN/,ren.-e:k n NF.i�B'hn:n rhe n^cmw.dg� lip—ions,space foists apart the width of the wall Slnsctura for plumbing or HVAC. shaatNng Recommended nailing is 12-on-center in Held and 6"on-emter along Additisuul lout A plumbing drop(see detail) DONOT are yawn lumber dleaming edge.Nailing requhemuam on angmaered d- sil,supersede retommendattau. Air,n board orW xhrfnrg Nailing mots mud be offset at least l2'and staggered. WARNING ,4 ga.staples maybe Rabstituted for ed i21/2')nails d minimum penenahon fslvn Nmber Wray Thr!k _ d 1'into the TJI lad or no,board Is achieved. pro wood O See ALLOWABLE ager inAallallon. y tran direct HOLES sf Joists are unstable until braced lateral) ,.,.+r.''� 's Menmhum O3 mgr nails do Row concrete H3 •HlwMng •sn,aln,tx'� . a ,.I.S:K:ta: :"mow-•.: ,t`i�'h Spacing per Bracing induder. .,•` f - 6.r,A widths 11-3/4"or leu:18"omcmler -Nang,n to joist width,greater than 1-3H":24"on-center DO NOT allow workers to walk on ,ems arm, .Ran Gln;Va xe`x p •T stack bf){Idi'h`r>),ater/ate joim •:;1+"'';-,'' on /ieathwd Jo1fY2:ttack only DRAWN: MH!MS FILLER and BACKER BLOCK SIZES Shifted joi. mti<sa1 until braced. a. )iJkrlSe»troha)a/Ir. ' Ay ' Tll FlangeVNdlh, 1-3/4' 2-M6' 2-5/16' 3-1R" joist 1NJURYAfAYRESULT. vr' ,w'' .-. r, !;', SCALE: (SEE PLAN) plumbing drop Bearing plate to WARN/NG N YES g.1/y 9-1/3'or 14'a 9-V2'or 14"or 18'sir 14'sir IS'or ben.shwithimide AWeyer aeOser Business JOB#: 11-7/e" g pallets carry rtack,d Sace of wan n Lack of concern for proper bracing during construction can n;siJl}t,), erious cid s.Under c di ns if the Depth 11-7/B" 14" 11-7/8' 16' 11-7/H" 16' 21Y 16' 21J^ Squash blodo and N«km v,rticid loads(d.Al,Hl and H2)pacidng out the beam following guidelines are observed,a opts vii old it. Filler Block* x 2x12+112' Two Tvio Two 1' " •',:'- 2x6 2x8 3/e' 318• 12' lt2" ,beam web cosi TJl jwR(with web diHmersl is trot a i 'IF' September 23,213 Detafl H2 ung 2x6 2x8 2.12 substitute fors squash blorJaablo�kin I.All hI.xH .Nn Iden aline ma Npsxts Mthe TA icon.m ty 'ed',�d t ) sheehln sheethin sheathing th,ehin q gpanels. cantilever Fille 2,6 3x10 2xb+3/9" 3x10+3/S" 2x6+1/1' 2x,0+i/3" , sig g,mdmboaras,nd nm "..y SHEET NUMBER: (Detail E4) 4'-0" A0 sheathing Sheathing sheathing rhea+1/2 Not Not appHaNe =labral m-ngsw a bated ma wall sir m n�mag Beck moa rx 1.-fad a d x,ne ,rnn also b< r� ar�i long long 4'-0"lalg 6'-0"long 4•-0"long 6'D'long appilcabi, ompnmee by.ampa,ly a rk�" d ra,eamind r,n-..m m a.ix.4 lea o Ip. try r th 3.ta/ery broom fi-.tx4 fmmimum)mu.ba—W tn,braxd erawall prsn,mb,d tea av Iq i {�n'ggarl,+fU�,d,s!'rAis^�' pelt Becker Block" trwng,b"kh,t udcway,sir rAo—i,h,thN probable undo athtcon.slot fwd,-bk-a (Detail Fl 5 4' 3 7/8" 1-Net 3x6 3r8 2x12 1.Sne,aanC rmnt be lotaily,aaAM to hen TJI jaNl beta,atltliNoivl taws ran be plated on tn�y.er�. ` �.v '- 'a'a S.EM,w aaila+,e,v regd,,wety bradn8 m ban the lap aM bottom tWoen. .'7i"`tf'"t':n•, or H2) 6.The Men las.remain Was&w lh.a 1dn,na of In'horn Ime alignment a Nrr<arury:"we,.e eLa Bmf h,Ae�h.4x.heg6:Au/em nxwnr hangers_A!„nru”�S'Bap sir n„w,w+t,gee Jna,!W franeml batter A4xl Imgilu rh.w1J .8 —M.W ra,+,"•edn,;ex,✓.1i,—,oW..V/r]"mtM-1, Balker Nxb a+dN'nvn.,n,un,fen IV,a.'ortr) This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide,which should be referenced for addition I information. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING LUITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL HE RESPON515LE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE a® 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. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Sd nails in the strap. RAFTER TO 8'WALL•3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALI:4-8d COMMON RAFTER TOE-NAI! 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) CEILING JOIST 8'WALL•3-8d COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-Sd 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 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 PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 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 ��© ,©°� OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON ROOMS(OTHER THAN SLEEPING) 40 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 40 NAIL NAIL GAURDRAILSANY DIRECTION 200 "' responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under 0 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES QTY. SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. P g P P g• 2-16d COMMON M TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION iy �-] m anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all �, ,J b ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMONJOINTS FACE Imo' r+ 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 COMMO O.C. NAIL EGRESS SEE FLOOR PIANS AND WINDOW SCHEDULE v °; Z! °p attached with Sd common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym.• O o 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS gyp P 16d COMMON SMOKE&CO2 DETECTORS such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL TRUSS DESIGN N A STANDARD STICK FRAME CONSTRUCTION U in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO -PER 2x4 STUD END � 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2.16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA s 1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING I I FOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST WINTER ICESHIElD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 YES - P 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 4-8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).An new concrete walls being attached to existing concrete structure shall 2-Sd COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE ) y g g with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES o be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 2-Sd COMMON EACH TOE 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 Bd COMMON 6"O.C. SEE NOTES:1,3 5).Unless otherwise noted,all slabs on grade to be 2500 P.O..Concrete to be TO JOIST END NAIL C° poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE SEE NOTES:1(BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD l 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.C1 8d COMMON @ 4"O.C. SEE NOTES:13 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one3-16d COMMON Q attached with the above requirements. TO BEAM JOIST NAI! Z TO BEAM JOIST NAIL Z 8x16 DECK AND COVERED PORCH NOTES: 3•SdCOMMON cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES ^^ F--� 7).Dampproof exterior of foundation with bituminous coating as per section R406 of THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. 0 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 rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3.16d COMMONJOIST NAIL F-" g p p g• 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 TO: 2-16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. FT1 SILL OR TOP PLATE FOOT SEE NOTE:1 f•�{ Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. f'+ FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. P g g g 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 WindNAIL NAIL Z 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing- JOINT DESCRIPTION QT, SPACING 3).Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For C) 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. P g g g () below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: 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. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QT SPACING SEE NOTES:1,3 (BOTH FIELDS) 4'EDGE ZONE Sd COMMON @ 6"O.0 Sd COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+Bwhere needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD TR.Doug.Fir. WALLBOARD 5d COOLERS 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 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. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7j•All joists to be supported with hangers and anchors.Each Joist shall also be anchored AIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION Q SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 .For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall Yp g 8d COMMO ) g g q 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 INOTES 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 bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with ^^ll Floors to have ceramic file installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.C.FIELD 0 } 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. Q Z FLOOR SHEATHING: NOTE: 0 other access openings unless otherwise noted(typical). cc O 3)-It wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Vert with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P h' QTY. SPACING Z " state code and manufacture's recommendation for maximum hole size and spacing permitted. where applicable unless otherwise noted. STRUCTURAL PANELS gd COMMO 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. Ln � <V OR LESS 12"O.C.FIELD 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. rl u0 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. U) requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. �-i Q 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF +" W needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8-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 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing and to form an effective fire 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 ,c:! A 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor ,,1 " ..-""', ELECTRICAL NOTES: `' adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 :"�": .;, 7. 3°•i,y� over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and q`_ " ' a.+`�' 2).When wall sheathing is continuous over connected ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 2)-At all interconnections between concealed vertical and horizontal Spaces such as occur at soffits, "''x DRAWN: MH/MS ffits, ,r `' ,: to be reduced tol-16d nail per foot. drop ceilings and cove ceilings. ^ , • :'i;, SCALE: SEE PLAN 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 t 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. t'i`°` „ approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces r },. JOB#: torch down t YP e material over. under stairs shall comply with Section R314.8,N.Y.S.Residential Code. September 23,2013 ) � .; ;,.,;��' SHEET NUMBER: 16}.All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage off y -„µ be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. flame and products of combustion. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. A-9 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR AP-ROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE Cor 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS - - rl 1-4 IH -- --------- ------ - --- -- - -- --- - ---- — ' --- — -- — — — — ----- - ' ` ® — --- — — --- --- — %. —� U 07 ET 4. J .- FRONT ELEVATION O Z SCALE: 1/4II = 1 o w a w w w �?ES OF V d 1;, p TOWN CODES z - - AS REQUIRED AND CONDITIONS OF /OI ---- SOUTHOLD TOWN Z5?, mR --- - ------- SOUTHOL')TOM PLANNING BOARD �_. ..- 1 SOUTHOLDT&JNTRUSTEES FFF '.... . — �_ ---------- - N.Y.S.DEC FC)1_1..0IJ'liINla r` — -- — — FOR POURED C'.Oi,:C"'fRFTE RETAIN STORM WA ER RUNOFF 2. ROUGH - FrAr, I,,G u pI_UI'll 3rlIcr -- ---_- ===- - ---_-_ _ --�- -_=-----�_---__-- PURSUANT TO CHAPTER 236 3. INSULATION OF THE TOWN CODE. 4. FINAL - COIN—'TFUCTIOIJ Po4UST BE COMPLETE 7=01'1 C.O. L/� � �- - ALL CONSTRUCTION SH111_ !v'iEET THE Q Z REQUIREMENTS OF THE CODES OF NEW 0 O Z _Ffl _ YORK STATE. NOT RESPONSIBLE FOR ` "" Fyl _ — FM :W.>�' r y ,y r: Y' ? DESIGN OR CONSTRUCTION ERRORS. Q �' (?'"` W� Q Ffl _ -- ._cn T__ Q Li OF OCCUPAP'll'! r- 4 ' w DRAWN: MH/MS ' SCALE: 1/4"=1'-0" LEFT ELEVATION JAB#: �� "� January 03,2013 SCALE: 1/4 = 1 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CON"RACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURERS WARRANT'AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS ATOS SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROI•t OWNERS. REVISIONS © o0 0 N � � H - --— --v— _ ----------�---� ----— �-�--- - - o0 zi--- -- --- _ — — �-- � --- -------A�— rl L3[313 _ Q REAR ELEVATION SCALE: 1/4" = 1' N az � � o z � u� � w �}.�.�I:`+��}�^b 01��'•'`vt Mit fp i DRAWN: MH/MS w , SCALE: 1/4"=P-0" JOB#: h January 03,2013 r' SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHffECT Of ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS i 60'-0" 40'-101/2" 8'-3" 10'-101/2" ©a Io©© O r D d . p p r d D d . p r d D d . p d D d . p r d D d . p d D d • p • d D d . O p D d . p r d D d • p p 4 O Q v a O ° I c in o V N d D ti m U _O 41/Y7 1/" m � 4 _ #4 DOWELS / / C ° > Z Q I I @12"OC AND/ / wIZJ o / / v A7 FOOTING, !' ' / i 17 Ln O oo ti 48"X48"X12"CONC.FTG. 48"X48"X12'CONC.FTG. REINFORCED w/(4)#5 REINFORCED w/(4)45 i REBAR EACH WAY(13-OC) REBAR EACH WAY(13"OC) 1 I a a, uD ,D M �;D.a, ;° N a, // EXISTING / %/ O f » f1 1f 1r 1f 16 -1 4r-0 14)-51/2 4f—0» 15r-21/z 2f-6 [2)-91/2" C O #4 DOWELS @12"OC AND 4 AT FOOTING Q 41/, / % /f a v V ° O • I v C D ' • p 4 p . '� p 4 p • D 4 D V 4 V . V 4 p • . V 4 v a o 0 0 0 o V • v V 4 v a o e p 4 40'-101/z" 8'-3" 2'-3" 3'-3" 5-41/2" 10, N V] p } 60'-0" LQ z c) 0z- 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT ABOVE 5).PROVIDE 2X ACQ SILL PLATE.SILL PLATE TO BE INSTALLED OVER COP-R-TEX Z 0 GRADE TO MATCH HOUSE.(ALTERNATE 8"CONCRETE BLOCK). TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY FOOTING. 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, .*�.( FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). MINIMUM 7"IMBEDMENT INTO THE CONCRETE.IF USING CONCRETE BLOCK con U) ANCHOR BOLTS TO HAVE MINIMUM 15"EMBEDMENT PER CODE. EACH W 3).CONCRETE SLAB TO PITCH TOWARDS OVERHEAD DOOR OPENINGS, ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE FOUNDATION PLAN MINIMUM 1/8"PITCH. WASHER AND NUT. 4).FOUNDATION SLAB TO BE 4"THICK(REINFORCED),3000psi CONCRETE r �� — ON COMPACTED FILL.INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE "°`AY"' "'" E'A" SCALE: 1/4 - 1 ,. .�• ~�. .. ; SLAB MEETS ADJOINING WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE REST OF THE SLAB.THE BLOCK-BUTS ATN. Ca COLUMN BASES SHOULD BE SQUARE AND POSITIONED SO THAT THE o� POINTS OF THE SQUARE MEET THE CONTROL JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN ? DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH.. + DRAWN: MH/MS MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE " asp �` '�` SCALE: 1/4"=1'-0" THAN 16 FEET. , r JOB#: ICA JanuLty 03,2013 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK.CONTRkCTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT MSPECTIONS A-3 MANUFACTURER`S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMPIT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEE:TROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 60'-0" 7'-0" 14 —0 14'-0" 10 —0 15 —0" 01 co T :0 O TW3052-2 TW3052-2 TW3052-2 9'-0" (2)1-3/4X9-1/2 ML HEADER (2)1-3/4X9-1/2 ML HEADER (2)1-3!4X9-1/2 IVL HEADER 1 (2)1-3/4X11-7/8 ML HEADER 1 , 1 , O ' ' O I 1 Ln �Icy `7+ 1 1 IN 1 1 .�In < 1 1 U fn m o 1-3/4X11-7/8 ML FLUSH BEAM p IN 00 ----------------------• U r Lo m,1 ♦ I I, 1 I PROVIDE HNGEDINRE-RATED VXB'DoOkht NYS CODE. 1 LOCATIONTDETERMINED ' 1 IN FIELD�WITH\OWNER 1 1 , / ' 1 ♦ \ 1 -------♦ STEEL LALLY COLUMN w/ 1 " ' 1 " 1 , 1 " 30"X30"X12"CONC.FTG. ' " 1g —5/z I' 18 —5/z 18 —5/z 4 —0 ------------------- ------_-- - 7----- ----------------------------------------------- ------- --- r I ------------------------------------------------ ------------------------------------------ ----- ----- ------------ / f ; a+ v---------------------- - - ------------------y----- ----------------------------------- -----r ---- r---------------------------------------------r- / f M v (3)1-3/4X16 ML UPSET GIRDER(4T.:(3)11-7/8 ML w/(2)3/8"STEEL PLATES, (3)1-3/4X16 ML UPSET GIRDER(ALT.: (3)11-7/8 ML w/(2)3/8'STEL PLATES (3)1-3/4X16 ML UPSET GIRDER(ALT.: (3)11-7/8 ML w/(2) 3/8"STEEL PLATES ' if %' / // /' 1 ~� ,„ 1 1 1 •-- =_=�'----- / ,EXISTING N 4X4X1/4 STEEL COLUMN w/ 4 4X1/4 STEEL COLUMN w/ 49"X48"X12"CONC.FTG. 8"X48"X12"CONC.FTG. REINFORCED w/(4)6'S EIR EACH D w/(4)O J 1 REBAR EACH WAY(13 O ) R BAR EACH WAY 03-OC) GARAGE ----- --- O 5/8"TYPE-X FIRE RATED SHEET ROCK ON WALLS AND CEILING DOUBLE UP SHEETROCK AROUND COLUMNS(BOX IN) C r - - - cm 3'-6"WIDE STAIR O Lo 9T16r@7-11/16" Lo 1 -- - - - 1 ' ; N 1 1 45 MINUTE FIRE-RATED Lr) Ix cc DOOR w/SELF-CLOSING --------- m , 1 HINGES AND STEEL JAMB PER CODE(TYP.) , 1 i 1 1 1 O 1 1A I O in (2)1-3/4X9-1/2 ML HEADER (2)1-3/4X9-1/2 ML HEADER (2)'-3/4X9-1/2 L HEADER , (2)1-3/4X11-7/8 ML HEADER 1 TW3052-2 TW3052-2 TW3052-2 91-0" T-0- 7t-091 14'-0" 1 14'-0" 10'-0" 8'-0" 1 7'-0" 4.) < z az 60'-0" O ° z z _o 1).PLATE HEIGHTAT 8'-6"UNLESS OTHERWISE NOTED. 6).STEEL POSTS TO BE SECURELY FASTENED TO GIRDER WITH IY GALVANIZED BOLTS AND WASHERS(TYPICAL). Q 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES L0 �— FLOOR PLAN 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH Q FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. r W i i F 4) BLOCKING ATMRDS ANDOUBLE UP S AT OPENINGS ABOVE(IVP.).PROVIDE 8) ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"TYPE-X SCALE. 1/4" = 1 FIRE RATED SHEET ROCK- 5). OCK5).ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 9).SMOKE AND CO DETECTORS TO CODE(TYPICAL). �:�' '.�`.11�" C' ✓+�+ MICROLAM HEADERS. R�. . A= �Atl:4( 4 DRAWN: MH/MS < �* SCALE: 1/4"=1'-0„ JOB#: # r•' " '4 January 03,2013 SHEET NUMBER. PAINTER TO PRIME AND MINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS s r MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCDAENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEEROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISI I &W-A I A m, 60'-0" 7-1 X /c 12 'o rQ qj INSTALL RAILING PER CODE /* /,ONE SECTION TO BE EMOVABLE(VIF) Ile 1:� u /51-O'HIGH KNEE WALL / 7777777777/77777t777�77;,��77 z/zzz/z//l' ------------------------------ t --------- -------------------------------------------------------------------------------------------------------------------- PROVIDE HINGEDIFIRE-RATED I 6'XB'DOORSW NYS CODE. LOCATION T90N DETERMINED IN FIELD�WITH%OWNER UNFINISHED ATTIC STORAGE C'4 C4 Ln 4t: --------A Li 04 1-3/4XII-7/8 ML RIDGE 1-3/4XII-7/8 ML RIDGE x 6 6) X _Q0 c 0 ------------------------------------------------------------ ---------------------------------------------------------------- -------------------------------------;a \ I, Y----------- > X n IZZ1111 11111ZZ11111111111A //z/ 5-0-HIGH KNEE WALL /0 CIO < z c) 0 - 1).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 5).DO NOT INSTALL UNDERLAYMENT ON WET DAMP PLYWOOD!!!SHEATHING ii z MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDEPLAYMENT. z 0 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE :Tt Of DIRECTLY TO THE DECK ALONG EAVES. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS < cn 2 2 ROOF PLAN COMPLETE. r..o LO �._ 3).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING. 6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. +-j _ (n SCALE: 1/4" 1' < 4).ICE&WATER BARRIEP TO RE USED IN ALL VALUES AND INTERSECTIONS USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT W WITH ROOF AND SIDE WALLS(TYPICAL). LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS APE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 2: 1�'o DRAWN: MH MS AA, SCALE: 1/4"=l'-O" JOB#: January 03,2013 Li SHUT NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHAU REQUEST CLARIFICATION BEFORE COMMENCING WORY-CONTFACTOR SHALL VERIFY ALL ISFENSERAL CONTRACTOR TO COORDINATE MEM7ING WITH OtUNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL SE RrESPONSIBLE FOR ALL eUILDING D=-FARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMINT OR CONTINUATION OF WORK- ROUGH ELECTRIC,PLUMBING,AND WVAC PRIOR TO INSLILATiNr.AND SWEETIRCCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVINS FINAL PAYMENT MOM OWNERS. REVISIONS I i I - - -jc - - - - - - - - - - - - - - - - - - - - - ---flM" A^ AA I Sol 2X6 DF#2 CJ @16"OC I � �' \I 12 f� DEBRIS PROTECTION FOR WOOD S � RUCTURAL PANEL QQ�` - ,�}\ } �4 3'HIGH HALF WALL OR RAILING o WIND-BORNE AS PER TABLE 1609.1.4,N.Y.S,RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) �QQ� WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 2X4 C p AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO VIt 16"0C T COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609,1.4 OF N.Y.S.RESIDENTIAL O j N CONSTRUCTION CODE).THIS is NUT A subs 11TUiION FOR bEsRA-PRESSURE.ALL uPENiNGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 3/4"SUBFLOOR HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. U 17 r�-i }" }�"'�i 11-718"1J1360 W�QD-(FJ @16"OC ■■+ 11-7/8"TJ1360 WOOD'1J @16"OC (3)16"ML GIRDER s-- _ 5/8"TYPE-X FIFE RATED 45 MINUTE FIRE RATED i 1 i 1 1 :} SHEET ROCK ON WALLS �1 s; (: jJ , h e=_? DOOR(45 MIN.)w/S.C. sz �,_ �;I j f I '. I , } si 1{i �•j{; 1 t i •i +/ �1', }1 f Il''� AND CEILING(TYPICAL) _ I 1: 1 • is ' HINGES ,. i_ G 5 AND STEEL JAMB ;'.:s.:.:..t-:.._..,.. T:".1.A.I, N •SII {•I 1G i1{:'I;.r41_1jj!'\"(11.\i=I t11rp;.�,xiI- I fi !Fj If/i�i h14'ri;!�y+�1l WOR GALVAEwN,IZWED/ i.. e -+c aa+ _00,,I 0464 W "!mg+_oACQ SILL PLATE, STEEL COLUMN= t— ^r t Lt COPPER COATED i.4.(,.- t TERMITE SHIELD, 'j� i■■+ I i'� FOAM SILL SEAL 1 i e a+ Oil li 1 1 7 Tec+ �A� ''ii! ' � i!i ' `'v il' ' PITCH SLAB 1/8":12" 1 i 1YAPARATEDSHEATHNG TOWARDS O.H.DOORS E R+1DF 19Voo � ' .Y+L S �`L �. i-_� i (ALTERNATIVNE:7/1Y os"7 �_..i_ � 1 � I I_i _...-,.._-._'.,L..,...'' ,..� pp 1 I1•, T, I ++ i 4 i r �i I;. f i i IJP� 1R�APA RATED SHEATHING 'i' . s •.- - .� G"De v,va,00u • *• �•. 9. o. �;. .. .. ' i • j :i G ;1 .. r. 4"CONC.SLAB,REINFORCED ALTERNATNNE.7A6'O.S.B. O'-• o♦' : D " i I( 1 �''l i } rE �I i„1 f O ° Y. oL a •• w/WMM OVER COMPACTED 8 CONC. E'- ¢ .,_.i,:pir'.,- ___ 48X48"Xi2"CON C.FTG, OR GRAVEL WALL 1� O r — " cm SPAINLESSSTFEL r; ;; f ; III ,�i w/(4)/#5 REBAR e.w. I OR GAEVAN`zyo 1 '. • � ° CC,.,�, u _..:t_.0 C. ) _ WASHERS®I]"OC, i ( ij} I � 't' { ( r\'f 1} I �[ (" Is �{ W'IN�I I 16"X8"CONC.FTG. ( V`!l TYPICAL WINOOW�P�NIIN (2)#!5 REBAR ii d H (LESS THAN 4'-0X8'-0"OPENING) s s t..) TYPICAL DOOR OPENING k—o KU Z)rZ 1 1.V N (LESS THAN 4'-OXW-0"OPENING) I SCALE: 1/4" = 1T-011 W o >� I 4. � I W $ ;, I I a„� i j T 1 s ,,� GENERAL: MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A QT R M I�i A TE R M A ni 0 r 1`! 1 T c I _i 1 .,! Ii rK FOR oA;E�.;E��T IEE"AGE rLOOD .. �F SIAL i n p C 1�'! ;GNMCA.T�1 v O� v I v vn I If III V1 .v`I"Ii...� v I D��A.��v FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE T I t SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. ` j '• p I �i It J` i I �',4 LAY WFI I S NAUST BF L OCATEn ANIS CONFIC.IIRED WHFRF THEIR CONSTRUCTION �\I 1 T Q COMPACT ICT BELOW BE PROTECTED BY EASEMENT, DEED RESTRICTION,ORDINANCE.OR OTHER r i ■�J a �", I Ali I LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION.AND REMOVAL CA)TITERS DOWNSPOI)TS DRAIN PIPE_ t I ;” i I ' !' _ I __il " { I @: it ' THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH a Tarot -i-'k '1 ,-� �� 1 r j -�- - /--I ;•' i L WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY GUTTER SIZE ROOF AREA ROOF AREA DIAMETER Of ROOF AREA ROOF AREA GRAIN PIPE I t I'i' J 1 1 1/8"SLOPE GPM 1/4"SLOPE GPM 1 If- DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. (NCI-) 1/16"SLOPE @ 1,181 SLOPE LEADER(IN) SQ.FT. GPM DIAMETER t_I I CONSTRUCTION: 3 340 480 2 1088 46 3 1644 68 2320 96 n 1 I '� S 1 , 1 I 'l 3/f•APA PLYSWOD /P�� I I I pIp FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOUS FROM COMPACTION BY !! k CONSTRUCTION "=VITA, 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 ' j'�;t , `I i )7 1; i; , 1 ��,.,."��.,�„E,iL;1P1;EI':—ND,<c:'TArrNAT10�:AND<Lc�c;:'u A"E....,,�. ,A r i +t !. .� >J PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE 5 1250 1760 3 3220 134 5 6680 278 9440 392 t CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS y ,; Si �, p,,,,,_�_,,1 �;,� i ,;•1 l - IF 5_,_� '', f t f 6 1920 2720 4 6920 266 6 10700 444 15100 62S I FR0MCOMPACTINGTHFiDRrPAI]F SC711S nII41NG1)RYIX7FLL CC)NSTRIICTION; i PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE ll LIGHTEST PRACTICAL EXCAVATION EQUIPMENT,ALL EXCAVATION EQUIPMENT SI IOULD , I I II! I I II IiI 1 I SII �� i OGEE GUTTER-STANDARD S' BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL — — - zrsDFxz I+_ i l TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, I NOTES: < z STUD= { I 1111 f III I114 i1 I I iI i Q Z + t 1 1 4 '!I'' I l I i} DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION x 1 { ' t SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY 1) cvur mnnl• TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. O z DELAYED CONSTRUC710N EMPHASIS THF NEED,AS DESCRIBED ABOVE,TO GORTON I 1 7 I 21.PREPARATION: �eEE ,.A(„T n�ss> OFF TYE CfiY` TILL A"E O PRS `:CO''F TON^Y CONSTRUCTION EQUtx.; ., V I '11 oR GALVANr_Eo AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. �� I WASHERS 1a'O. / \ !�( WASHERS r3 rz^o.c USE OF THE DRY WELL AS A NFORTSEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE _ _— / \ I I ) B). PREPARE SURFACES USING METHODS RECOMMENDED N THE MANUFACTURE FOR I ( r� Q Q I 17NAVOII)ABI F;F?(CAVATION FOR THF SFI)IMFNT KASIN SHOT)11)AF A MINIMUM OF ,/ \\\ [[[ ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS, y J 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ttLiOF AR EA-[["i0e Su.FT I. Ly, PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR .r� MULTIPLE PLYWOOD ASSEMBLIES ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE , \ METALS WITH PROTECTIVE BACKING PAINT. Lo z-zx"ER nubs CONNECTED AT 100/P WATER RUNOFF:353 CU-FT. \ I I ( t— U I TOGETHER 2 M SSAINLESf SSEEL SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD 6E ESTABLISHED ONLY !! ORGAIVIN¢ED BOLTS W,WASHERS AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND 3.1MSTALLAI1ON: ANO N '@:,' c �� Q DRAINAGE AREA STABILIZED. �.• A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. TYPICAL MULTIPLE OPENINGS PROVIDE(2)8' ` A-30M LENGTHS WITH _ ( I W I IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS 1).GUTTER TO BE PITCHED TOWARDS LEADER 1'TO 2•FOR EVERY 40'OF RUN. STAB UZD,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE DRVWELLS CAPACITY:422 CU.FT. SHEET I I (MORE THAN 4'-0X8'-0"OPENING) I I � a INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND ).COPPER/LEAD:FLASH AND SOLDER GLITTERS TO DOWNSPOUTS AND SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT ACCESSORIES. //I)BE R`”•"„ED Uh^'1L ALL CO`.STRUrnON`X,:THtF:THE DRY\",.�L1:S DRAt1':AGE AREA Bl,ALUMINUM:RIVET AND CAULK WITH A @UTYE,$E-A7,.4Ni SLIP JOINT Is COMPLETED AND THE DRAINAGE AREA STABILIZED. / CONNECTORS. •- :,”' f I STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE 3).CONNECT DOWNSPOUTS TO STORM SEWFS} SYSTtEM`AS SNDfC°A .5EAL C()MPACT!)RS,A MAXIMUM LOOSE L LFT THICKNESS OF 13 INCHES IS AFCCIMMFtJT)Fn. CONNECTION WATERTIGHT. PRETREATMENT: DRY WELLS TO BE 1O MIN. 4),PROTECTION: rA IV PRETREATMENT: ' HOUSE I, , ; AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE A).PROTECT INSTALLED PRODUCTS UNTIL!COMPL N -AiQOJECT. r M. AWAY FRfIM {{(�I IAF 3 FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF 6).TUuui-UP,KtPA1K UR KEPLACt DARR9l blgWt3tfi1J651 Aiy`iE,1 mac. , rn'�a;,a,y;• v. RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND �� // COMPLETION. ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. ';:'• ' c Y DRAWN' MH!MS Vi l/''�J THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH ° 6 - <+_ ''" ' CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER O a CALE: 1/4"=1'-0" S PRACTICInn�u- AL TO MINIMITHEZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES '="�'" " � ' I January 03,2013 ' • 41`yaa QTIFFT INTT NvIT.f1. II uu�.A.L ,nu-1.A.�1. AR PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR HALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. I DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK I ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C o9 O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. I REVISIONS WIND LOAD PATH CONNECTION AICD CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACIURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. I KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD 0 BOTTOM PLATE RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST © � SIDE`NALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLO DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS GONtIFCT TO 1 SIDE OF ALL COFNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT LOC AT1tTN iJSP NUMBER DES RiPTUON APPUC ATION LOCATION USP HUM6ER DESCRIPTION APPLiC ATION RAFTER SILL USF NUMBEK DESCRPTiON APFLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ,JOIST DIRECTION WITH 2 JOISTS. UNDER WALL, � 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH .ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP ,APPLY OYER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER .APPLY TO EACH RAFTER / LEDGER O r-U FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE •y T!•E FLOORS TO EACH OTHER W!/ TI•!READED ROL) ALL OPENINGS R73 OR RT7 T(DOWN ANC HOP APPLY TO EACH CRIPPLE STUD 2?:10 LS210 1.3,= SLOPE HANGER APPLY TO EACH RAFTER / LEDGER RI OC K!I10 �?4"DC '�+ m U M M ALI L / THROUGH-ROOF EXHAUST �] VEIITS SELECTED AND �y rM+1 *•+ k LOCATED BY CONTRACTOR METAL STRAP \ ,.Z ULn VENTILATION CHANNEL RiM GOARD AS REOUIRED RAFTER \' V a .� .y+ SILL PLATE(S) RAFTERS MAINTAIN w �` s n VENTILATION 'iV006 JOIST �•- • . .. • .. • • • .. • . ro I BLOCKING FOUNDATION -' TOP PLATE 2x4 LEDGER BLOCKING °✓ STAPPING TO BE ATTACHED TO WALL STUDS 048"OC 2x4 SOFFIT JOIST 0 ATTIC SHALL FR PROVIDED WITH A FASCIA 0" AND ALL WItIDOW/DOOR, OPENING JACK STUDS AIINIIAUM NET FREE VENTILATING AREA _ FLOOR JOIST DEPTH USP I4UMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF (,UTTER i THE SPACE VENTILATED. ALL OPEN II IGS WOOD GIRDER INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION- CON'N SCREENED VENT R" LRT_A24 1-1/a"v^a" a0gn STRAP AND JACK STUDS ` RESISTANT METAL MESH WITH MESH ON ALL OPENINGS i� OPENINGS OF Y, INCH IN DIMENSION. CONTIN. SOFFIT/ EXT, PLYWOOD i INSTALL 4'0" O.C. LOCATION JUSP NUMBER1 DESCRIPTION JAPPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30. 18go. STRAP AND JACK STUDS CONNECT TO 1 ON ALL OPENINGS / . 4" - 6" RAFTER RTiO 10-3/4" x 18ga. TYDO`,VN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEII JOISTS THAT ARE SPICED AND !II INSTALL 4'0" O.C. CDNNECT TO OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS �� j 8" - 12" RAFTER RT20 21-1/8" x 20ga. TrDOVN ANCHOR EACH RAFTER I ON ALL OPENINGS 2ND. FLOUR WALL IRAFTER WOOD JOIST O I TOP PLATE GIRDER/HEADER 1ST. FLOOR WALLSTAPPING TO BE ATTACHED TO WALL STUDS @48"OC WUUD JU151 may.• •�-+ i AND ALL WNDOW/DOOR OPENING JACK STUDS WALL STUD F.4 FLOOR _101ST DEPTH I_ItP NUI,41EP DFSCRIPTIaN ,APPLICATION � 1:/1 INSTALL 4b" D.C. 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION Q ON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUT1 PORTED AITH F 1 RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH THE PROPER STEEL CONNECTOR_ v INSTALL 4'0" O.C. P,4FTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS P-ONiNECT OVER TO ALLOW FOR SHRINKAGE. &. REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DEL. SILL PLATE TERMITE SHIELD I ?-- SILL GASKET a' • ' ` CONC. SLAB � I TvF_ CnNC, Fn7iNDAnn1 nh DAMPPROOF EXTERIOR { b 1A[L. POLY • �' Vy 6MIL POLY ON EXTERIOR V GRANULAR FILL V STEEL COLUMN )•e I I o CONC. SLAB I •e '• v •e , COMPACT FILL :° < % V % r e • ^, k:EY;1'P,"FC';T"IG a • V CONS. FTG. a * `✓, •e D'e ° USE WTH 3x3 SQUARE WASHERS CAI Z •O ANCHOR BOLT CONNECTION • (USP LBPS58 OR BP583) yg Q RE!NFCP'1NC BAR ` P1 v FOUNDATION 5/8" DIA. ANCHOR BOLT < ' �! O z DRAIN TILE 4. ANCHOR BOLT CONNECTION l SUPPORTING MAXIMUM PACING SILL PLATE TO FOUNDATIONI M lCRAW' SPAS OR FOU NDATIONI i STORY Tz° Or- 7 r^ S TYPICAL CONS. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 35" OC c V� WHERE NEEDED FOR STRUCTURAL BRACING. ASPJ. v" STEEL CvL:iA1fJ ANCHv^i`CD Tv i24"A-14"A2" Cvr'Si',. ITU. rOc,q>,.; ,mac Sp4rc cmJ"2CA+{,-tNn L WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC •'� � 'SEAR-ON-GRADE r—SUB FLOOR W CONC. SLAB / DOOR FRAME 6X6 10/10 W`MA h�� COMPACT FILL I DOOR l�JOIST j I USE 2YS ' I FOR BLOCKOUT 'k *. ,,q, ,g.,.. 4` SLAB v ,w�t% -I .. 5,-S K;.',1.', wI OPE y,, ^='"''^* � w;. • P.T. PLATE / 4"DRIVEWAY NOTCH JOIST AND AD aPt1 k.. a �.� •.•A,. � S � � •,� ;V1 2" . •• • • (WITH A NAILING FLA . 4��frt,, 4" s e _• • ,• '• TO BE APROX, 1/2" TH. , STEEL EAM G ADE • a �_.r__< • e' t''fy�t:e :O >t •O •• '• (PROVIDE SRAPPT� TO ; �S eEf_[ }IV e �t.e �• a a a e .. I 12" ♦ 6X6 VI.W.M. s a a ��d' y..► 000 6Iu- ►'••$ 'u IC Id IC1IL :1, y}!„ �• • 4 `i:rf»° `> DRAWN: MH MS L� ' •r „ l!'e C.e �• SCALE: SEE PLAN a REINFORCING BAR = O ° • I—II . ''' "" *O ! RFINFFIR�_Itl^_. RAR 6 � • di• V �f :,( �+�,� JOBft�: DRAIN TILE Ir I • C �. d •d • _ `1' ` 12" ° L'•L ME January 03,2013 VI 'TO PEAV) SHEET NlA, 113, ER• -4r •o �: , TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. - REIIJFORCE FOOTING WITH (2) #4 REINFORCING BARS. nn i GARAGC DOOR GLOCROUT PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK COPITRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPEGTION5 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCIMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS 2xstud Plate nail-lbd(3-1/2'3 JOIST DETAILS wa_ft at 16' Plat,nail-IM(3-1/2") ALLOWABLE HOLES -TJI Joists on-center box at 12"on-center box at 16'an-center" INTERMEDIATE BEARING #IIIanel nail-8d NO LOAD BEARING WALL ABOVE ions panel nail•Sri(2-1-2") Load bearing or shear wall A,e ykyd ru•Ikrka 1.1m hal,may w common at 6"on-center` t common at 6" seeTaW,A zeeraWr a above(must stack over wall ,b r„a„,d mamvna.In ter ) Web stiffeners sae r.We see T,bmneraee n+.r below n "or 1-1/4" •1!4"Trus Blocking re uired each side Load from Jw JvoT Blocking /// Trus lout Joist rim anal Blocking panels s• ❑ Q 6 out or nosh flange. panel rim board" board me be required with 2x4 minimum shear walls above or Fft squash below see detail 61 1-1/i� I t z a D, u, cz z a z o/ c e nail-IDd(3") oe nail,IDd(3") blocks a•box at 6" ox at 6' 000n-center" on-tenter t2•knaaDORIOT Remove tongue and groove Bl Blit 1/16' Table A-End Support hohrmtan>< a from floor panel edges MI Imum distance from ed a of hole to inside face of nearest end su rt -1hini-ent.supported by 1"a-Rim®t° - Web stiffener 2x4 minimumensure uali nailin oper blocking squash of m Til ROUND HOLE SIZE S ARE OR RECTANGULAR HOLE SIZE quality 8 common at 4" required each 711 rim "Conventional construction code minimum for on-center" to Support all panel side at BIW and blocks a' V 6.vx A.v2 n' 13• 2" 3• a• 6-uz 3-v2 n^ U. 0 edges I's r- Ile -. -. i re with A3 on See Trus Joist Framer} Use 2x4 minimumSquash O p JY 62W O© O O blocks to transfer load no v-o• r.6^ •.v s'_m ra• i r.6• sur' Al q2 Must have 1-3/4'minimum A3 A3.1 3.2 3.3'111 Cuide for A3.1-A33 installation 3.4 See Tms foirf Framer}Pocket Guide for B2 B B3 B3 CS %tom 0 s. Int bearRf at ends s educations. addttfonal broa/lation ffkat/ont around TA joist Sen rs r-a :-m s a r-6• 2.6• a 6.1 ss• n9 6-0"length of zio TJI joistail Trus Joist rim 11'7/' 30 - j BeB"diameter maximum hole board to blocking Attach reinforcement 360 - - 3/4r irrJgih of B"diameter maximum hole reinforcement and for 11-7/8"-16"deep 569 - - - with connections to joist with one 8d 3/4" for 11-7/8"-16"dee filler block.Use blocking panels;6" no - '- Web stiffener 8"diameter maximum hole P equivalent to (2-1/2")common nail at Nail through 2x,wood backer reinforcement blocking eels;6" 4'-0"length with diameter maximum for -^ required each for 11-7/8",20"dee g decking schedule each comer and 14• 23o .• e. - O P on one side at diameter maximum for 9-1/2"and 11-7/8" blocking panels 9-1/2"deep side at EIW blockin panels;6" Trus Joist Attach reinforcement TJI joist web with 2 rows lOd 36o r ' r-m r.o^ +- s•-6^ a'-o• r-m ra c0• >s• -P g P E2,both sides blockingorals 9-1/2"dee 711 joists. or shorter than 12"long. s6o r.m r- cm z'-e• - 1-0' r-o' L 6'.6• t•-I diameter maximum for P P rim board to Dist with one 8d Blocking panel between Blocking (3")common nails at 6" _ til at E3 or shorter than 12"Ion o not cut flanges. i _ _ art locking perch 9.1/2"deep s. (2-12'}Lummus nail at nth joist.Nail ec top panel n-center,tlh3thttd.Use ao _ ._ not cut flanges. plate with connections 16• ,_o i, a shorter than 12'long- each comer 16d(3.112")nails with 350 •-tr - a' •o• m•-^ ^ LDo not cut flanges. Trus Joist equivalent to decking Q� g rim board 3- a wi joist 560 ro• ro 1+r i+rr r-a s-6" sa-o• r.o• r-a r-y ir-o• ma iza r , schedule. U � ti Trus Joist 12"length of a widths, a" 6• a id• 1:- ls• v' r V e• lo' i2' 15' 17 rim board ttach 3/4" 360 r ,- I• - • n• '4"'a 12"length of 1B. ,. . ,- .. r) reinforcement to reinforcement 3/4" 569 r- 1- r.^ e ^ r-• r- r r I M ^I }{ ttach reinforcement Joist web with 3 on one side at reinforcement _ 2r 36O '" `• '" board rut int rim on one tide at s6o rJ,° l-0" r-Ir r-m lw^ „-9' n'-o^ 1-0• i it 4-9- 4'-6• 712-6' 14'-6• ISL• U Ho Z k" to joist with Sd(2-1/2") rows tOd(3") E5,both sides " common nails at 6'on- common nails at 6" at E6 E7,both sides Wood 0 Jds able B-Intermediate or Cantilever Support U "N W backer ,y 1J center-When A on-center,clinched. at E8 e5 ;,+� el Mini um distance from edser of hole to inside face of nearest intermediate or cantilever support GJ <`�i+ Fare grain �a+ton reinforcing both `1'+�ssu� Ute 2 rows with 9-1/2" Lets than (v'� s Spy aD'+ sides,stagger nails. a Less than 11q eye cDn IO ROUND HOLE SIZE 5 ARE OR RECTANGULAR HOLE SIZE U ' 2! 9A gg F and 11-7/8" �' s horizontal 5" ra �cC Il t�f°��1 OEPrti Tu 2• 3• 4• 6112 8-in 11• 13• 2' 3' 6-ln 6-1n ll- 13• El El E2 E3 E4 TJI joists. ES E6 E7 E8 Fl IQ°g` V° o ,� •� � Not for use with 3.1/2"T1s },. CJ n Joist flange widths ¢ r30 r-6• 3'4r 4.tr e'n• 2-C 14,• 4'.6' z'-6^ ��•1 60 'r, 4'-q 5'.a^ 9 1'-^ a'-6• 5's 8 w arm y Filler block Attach with ten 10d(3")box WEB STIFFENER ATTACHMENT ,o 1 0 nails,clinched.Use ten ap. na/ir 3p r - - i 16d(3-1/2")box nails from EXTERIOR DECK ATTACHMENT 360 1 Option#1: 1-1/8"minimum - each side with 3-1/2" Structural exterior Apply subilooradhesA&-to all 1)1 Joist blocking with end 2-3/4"maximum t " `" "_r_1_ -" Web stiffeners TA joist flange widths. sheathing11#2 no r-m r-m r-r' r-m a'-6^ evr r-o• r-m r.o• 1-e• a-a ,r-°• catad surfaces chs installed at 113 joist zm r�r ro• ro r-6" s-tr e•-m r-°• r.o• r-s -°• Iv-a• Ir-i; required if sides of Use fifteen nails with g Three 8d(2-1/2")box nails, q Barker block s n locations assn u• zio -m' r-r• rm 1'-v 5'-6^ to-u• r-m r-P r-6• 6'-9' to s u-o• hanger d°not laterally TJI joist depths Install tight tato Flashing vo 8d(2-i/2" an - •'-^ - +-,• g P Bearing plate: ) !inched support at least 3/8" greater than 16 ar box nails or sw "•-• ^ l'-• -• n - P}2o flange(tight to Flush plate with inside SQ Three 16d(3-1/2")box nails of TJI'Dist to Treated 2x_ •"� 21. .• i 1 1 P bottom flange with face of wall or beam ledger '10 �,a+• 2.1/2"screws, at 3-1/2"TJljoist flange widths 230 , ,.. -.. .-,. -. ,�. t'.. , ,6. . flange ace mount g �� $ typical 11#2= 16' Syn r.m rer r.m g•a mm^ s"d' Ia�.a- s.e r.c^ z•a -a• s+c• sa 1r.a anger)-Attach Web stiffener each s6n rn• r-m r.r r-6° z'-m n'.9• 15'0 1-u• r-o• 3's v'-a• sr-o ss-u• la.r ith ten 10d(3") See fastener Trus Joist Ooh n#2: I sot I side.See sizes table below.Maintain rim board }-=� 4' 6• a- 10• u• ss- it 4• 6• a• ton it lr n• To ox nails,clinched Zx strapping installed below. P 2"distance minimum from 60 flange Okboth hen possible. (minimum) �at i/3 joist span Tight fit 1s• r6n 1w r4r 2'-0• 6•.�T IP-9• 1R'-6• r-v s-n• n'a• s-• Ia'-0 20 edge of ledger to fastener, lest I-W ism 1,0. 3'-m s-m n'-0^ ss'-e^ i-0• r-6• r-o• Iz's ass ,.v m•-m hanger I locations using two g 2-1/2"screws per joist W Web Stiffener Sze W eb Stiffener Size 20� 569 s- ism ru, ,-5' 5'-e^ I2.o- I6-s, it 3'-9• s�-6^ u�a• Ii s I's• z9�-6• O Face mount er block \ P J Allowable load)Fa Cored Resistance(lbs) 000 hen#3• Rea zis.rhost•Hsed u^mya•usm:n,+Y lotgest ode, h." er sides Fadsnkr P• i•lf2"i/2"x 2.5116"min -5/76 7!8"x 2"?r1b"min S3/4'rim board directly applied ceiling Hges may be bated vedlully anywhere within the web.tea a IX of web(mmlmum)at top and bottom of hole. L�1 of web with 3/8'sag bol 400/630 N.A./N.A 1-3/4" 5/8"x 2-5/16"min 2-1/2"1"x 2-5/16"minimum Knockouts are(orated in web H approximately 12'on-center,they do nor affect hole single TJI 1/2^tag bol a7s)Iso 325 r N-A. m rpedued on the layout,one or more of ///\�� da<rmmt r , HI H2 jour H3 O .AnaWaal"la.d drtmn�"ed�n.R,,.da1«...a,Ac ts. PB a 6-bracing uplinnr shown ILmudlil be ' \y,' 2-1,16"3/4"x 2.5,fl 6"mtn 3.1/2 2x4 .maYumPle span i>"mfnimumy unitnnnly loaded i=+,t,meeting the rew6eme"t:est rur,znt Tn,s lrt:d prndust gucde:,ane Fri vj "ary,ms,"nms,m mtenen �s�ws.sws. nstaUed v mum size round hole may be I...lariat the curter of the Joist span provide d no other holes occur in the joist lll�,,, 1�-•( •Distances are based on the maximum uniform loads shown in current Tress Joht pmdud guides.For other load conditions or We mnfgurannns canrad vovr Trus Joist representative. BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers tW BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE z dumatw of tn.largo"hole(mini•mvm) ^ BEARING AT WALL WINDOW HEADER CONNECTION WALL V3 depth J Joist Framing a Allowed hole `/hr'1• 0 Trus Joist rim board Strap per code if 7.1 v3 depth o e tutonJyround hol saoda.y °"' o o or blocking for top plate is not Ill-king M the censer orbeam. lateral support continuous over oral safety bradng 0A U header m - um)at W oncent" - r and IA span Allowed hole zone IJ3 man ROUND HOLE CHART irdanded to a braced end BEA.Mersa MAa1l.aUM kGLNb Silent Floor Distframin El each. otnzE } S Fasten each loutwith q'''/B" does not require bridging o ad i2-1arz')nails minimum ♦For uniformly loaded beams only. *^ (See WARNING). b"t2" 01l-�l or mid-span blocking Rectangular holes are not allowed y-Ira„en 2Q• r F-+ Top flange • No holes in canaleuen. sea nw,traman ear Allowed Hole zone O hanger H2 -W holes in headers or beams in plank orientation. 7 � Face mount k,,,r Parallam®PSL or hanger DO NOT basad cut/oat AI beyond/nr/de Jare szr Rim board joint TimberStrand® wa/s E2 betweenjoish TJI JOIST ATTACHMENT at BEARING LSL Column O L3 See current Toss Jidst Lq ftrrt vnnwfed wood frac,dimer eontae G e literature for framing un7h cone7ete O A3 TJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load T connectors Trus)art rise Lenard bearing wall above) One tad Wl box CONNECTION Of MULTIPLE PIECES OF re tour,-rbe-M. na;rint�aad Hauge TOP-LOADEDV BEAMS(1) CS weN Obo-it ene Ed ,d� BEARING AT COLUMN 7JI dm Joist tide.drive nails 1-3/4"Width Pieces: nt an nr,gle at T- Nz Joist least 1-1St'trmm Minimum of 3 rows 1Dd(3"x 0.128")nails at 12"o.c. 'm board d. 1-3/4'minimum aging A2 1 at .poost;3-irz" Minimum of 4 rows 10d(3"x 0.128" nails at i Verify Parallam PSL or � ) ELEVATED COLUMN m; 0 r Intermeelate a TimberStrand LSL 12"o.c.for IC and deeper beams BEAM ON COLUMN COLUMN BASE BASE support column if using 12d(3.1/4")or larger nails,the CAP at L1 shear tomr/r.tonnenfons egr>rsetmt ro capacity and beam number of nailing rows may be reduced Optional H1 a'anr pe•»t radrr�xsyeatte bearing length. by one non-shrink R2 Rim to TJI Joist ` See current grout Trus Joist 3-1/2•WidthPieces: TmrJnlrtrimbnardor literature. LS Minimum of 2 rows U2"bolts at 24"o.c.staggered B3 1N4 I -3/4" o coon range n1 Hour ^oaistOne rod(3")box 3-t r2•wade Tit dm lofstToe nail with IQ jart fO tmtl mutt be appitetl evngyaoan conte (:"}b--111,one each 2-1/16'-2-6/16•wide ride of wd flan }. TJI dm jo x nail incl beam wiilh.O,Aerv,f:e.soca eomenlans lar sidcloaded crams. P J flange Additional nailing or bolting may be required with Butting Use Bl o1 B2 at Til ti ")box Hai(l6d eaa g S Y e9 gq Joists O L6 AcIL IaoaL imuNpl-member tresnns.Refer to current Pl P2 P3 with nrcL4ng termediate bearings ng. 3-1/z, de Product literature. End ofjaas Pates i load bearing or shear rJl nm soar Top w O O z as enterlme wail from above O pf support Braced end wan FASTENING of FLOOR PANELS BEAM ATTACHMENT at BEARING Q Closest OnLenrerS in Row nz.3undrr 7sysJart rim board Spacing per ...WARNMG Neil size TJI Trus Joist rim board TimberStrand LA 111 One lad(ary bol Manus 210 230,360..d 560 1• 7-irz 11-1/2"o,wider Mkrol6m LVL Parana.PSL nail cads srdr oftnarnLn Ed(2-1/Yur)b 2-112' 2" 6" 4" a t-1St'm�mum frnm�end Ed(2-1St")common 3-1/2" le 6" 4" Y 3' 3" a r" Vf T- Q lost(3"),12d(3-3/4")box 3" 2" 6" a° INSTALLATION TIPS L4 DriYe nails at an see f-hig plan firf ppikabk)otr F emery Poker U.J 1Dd(3'J,72d(3-114'1 etanmo 47/2' 3' 6" 4" V 4" 4" %bflem adh"i .1111,,,-Foot te-^f"manes.bait angle to minimi21 r�fd f nnA�mmdand Mt tebarhw ;cid (3.1/2")common N.A. 4" 16' 6'"t 6""s 8" 6" may rlo<be required. xterior Deck mF?tii:g or pate re phi -^ lD can.ser s,�dlor•on.an:d"r,nmenmwn nr,:lnn-":,en n,..;.s•m:",ne n.,:ow rases When inlets aredwbled at nonJ"ad bearing parallel ttarhment �)'•r' Rartitmm,space plsts apart the width of the wall Stnstural torplumbingo HVA C. t, thin "l, Rwcnmm+4Me,1 nnling is ti^rrc+-renter in fold and 6"rm-rtn•h•r n1n� A ,g Tv Adddlonal Joi,t at pi,enMstg drop(see detml). ''' sheathing edge-Nailing rc9uiremers8 on engineered drevgngs supersede DO NOTure rawer krrtrDrr x`y.•�w; ,s � t ` b�•'��fb. retomm-ndadons. for Wm board or blocking. .1''.'s tr""., x Nailing rows must be offset at least 1Q'and Staggered. - " fawn A-h-Huy drink R / t -^�1 y,'^ 14 ga.Staples m Y be Substituted for Bd 12-12')na115 if minimum penetration of)ar buralJa»on. W A l l:1 ,, Ci;'(AR' ri d P mto the TA tail or nm board u achieved. Protect See ALLOWABLE '"' , untreated wood HOLES v f Joists are unstable u �'I l �r+l{y, yT•� Farthest Onte Ills do from direr t':e r4' •t '""R'' ,w.,y`^ Maz,mum s Pa g per Row t•,; •, paang a Wad"Si contatt wtrn H3 Braun Mnc� ,:;• '"r. Ed'1Ul wklJai 1.314'U Ie:,:18"an-center td,erMc a si«kirtt .Snc Car!dst width,greats than 1-3H":24"on-center -H-111 w e,.,m r > a��d±t� DO NOT alAos,wor,Fer to walk on ,stmt Lmec"'� c)16 Jw:1 ^'�},JvmfAack ui/ g materials pints i6''J ' '•' cath ) .Stack only C r' 4 : 1 DRAWN: MH/NIS FILLER and BACKER BLOCK SIZES Shifedjoirt dainnal until braced. ; over walk �T TJI Flange Widths 1-3/4" 2446" 2-5/16" 31/2' mist JNJURYMAYRESUIT t' SCALE: (SEE PLAN) Plumbing drop Beadrrg plate to �A ,,, WARN/NG Depth '-1rz• 14^ '-vr nr 1a'a s-Irl nr 1a•'0r ig•a 11.7/x,14"0r 16"or be flush with imideC es Business ;)f"x^•xx"P�A. iJ-718- 11-718" 76" 11-7/8" 16" 20" 16' 20" SAIJasls block,and birching panels tarry$talked beam 7"•"11 of Lack of concern for Proper bracing during construction can ' Is i., Aarmal condiTions If the JOB#: Poles elxk" ' 2x12+1/2' Two Two two vertiollosds(ddaMs Blamt62)Packingoutthe followingguidelines are observed,at its will baa fi 7x6 2x8 3/lh 3/1h 1St' each sheaths web a a TJI joist(with web ditfenen)ss not a ` Jana 03,2013 (Detail HZ) sheathin sheathin Sheathingsheathing 2e6 2x8 2.12 substitute f"rfri blocks or blocking panelf. I.A11 bI,xA ng,hangen,nm bo"rds and nm toter nr rhe and mpµrt"dane TJl piers man Le ramylereiy'mnane)�nllaoye,ly nailed (��T1-•T''r}+ �T1�.(7�7-• Gnt:7.v:,r rtl!- 2'.+6 2v7p 2'afi t 3 B" 2nIQ+37S" 7n6+}:1° 2sh +i!2" Not 2 letard mengt8,abe a Fxued mJ wall nr an aiming decL,mud be nuL,ished d Mee e,sMSW ase taY.This tan also he SHEET C E:1 N V 71"I O LR: (Detel E4) 4'-0" 6'-0" sheathing sheathing sheathing sheathing Nor nppliwble a<rvmd�:nod by.te"wmw w nennn de 6-th,nil-1-4 to sh"sus files a;1-1 m.esu acne a.y_ long long 4'-Wlong 6'c,Inne 4'rl"long 6'-D'lang aPp'icable 3.Safety traong fine M l.a(mmirm+m)mux b staled to a brach turd wall orsheaMseA sea a,to rote 2 and to exM1 JdM.VRrM1aw Mi, Backer Block" 5/2-or 3/4• bang,b"kkng udeu.•ryt u uIll nhighly pun Wesmdee 4ht-w -conn Imd,-Lel:awork+w ane Iryv w umaled M,eathmg. (Deta11 rl 3/4' 7/9^ I"Net 1x6 WE 2.12 4.Sh.Mhlrg sons be IWdH eM'+ched w inch I'll joist l,,far_ad li-Il�urn I sola td nn Me ryn- tu H2) ;.Emh d,amaeve.s rewire lardy an,,oln rhe sum ilio haMnm Mange. "/imurary;mvea,e Filer enJbrtx+61ark.sang,lar/aa nww1 M^Sm_M.mr "W's- filo afA"rt:ne rVl.Frllrr e,e/brJn Lkxt Avlprhr d.wJ., 6 the anger must roman eras M-1z t.l _a1?from aae nlignmust I-Wk-°'� """" 'a'.n6'``° This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide,which should be referenced for addition 5I information, A-8 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS.AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF A GENERAL CONTRACTOR SHALL IBE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYt1EXT FROM OWNERS. REVISIONS r2 FN F? A 1 N OTFN WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: v r• r i 7►ie �. tri �i i RIDGE-TO-RAFTER ASSEMBLY: ROOF I' t-KAM1 t �jV tV: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1). 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION UAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING DT When a collar tie is used in leu of a ridge strap,the number of lOd common nails required Y, SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Ed nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10 WALL:4-8ri COMMON RAFTER TOE-NAI! TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST V WALL:3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fail in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PERTABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND constmirtion details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift r„cinnestions.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 PERTABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES �o °0 © © 2j.The General Contractor Is responsible for ensuring that all work and construction s}.'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 PERTABLE 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,theTO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: 0 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under STAIRS 40 construction means,method;,techniques,sequences,or procedures,or for safety the plate and railed i;accordance with table 3.3b.When steel Straps are lapped under theJr�InI r DESC4?iPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 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 QTY- SPACING 200 EXPOSURE CATAGORY (DESIGNED FOR CAT_C) 01-4 rn 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 Tait PLATE 2-lbd COMMON LOAD PATH SEECONSTRUCTIONto s rPATH ^ E U sn ti anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all F007 SEE NOT E:i ,,ND Y!ND CO.1i�I..CTIOiq td 'd ,•, *,., ROOF-FOUNDATION a e 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON EA. FACE / ` DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL /*V AlLI1�G SCHEDULE [6r r.C11rD Al 1 r1T DAlr � � .The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 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 EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v w Z_ `V) 2-16d COMMO 24" FACE attached with Sd common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL FIRE PROTECTION Sym" V� O °4 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c..at panel HEADER TO 16'O.C. FACE SEE FLOOR PLANS S3th Es L-ov'ktasas.:het r!rg,pantry,LIDsets,trims,etc. Qdges and 10"fl>s,in#hp fie?d shall by in afzl�I'darrp+r+itt]±hp 1Qrigth rpgsalremi.pnyS SppflfPli HEADER 16d COMMON ALONG EDGES NAI! SMOKE&CO2 DETECTORS ® aG o' u in table 3.15a-b. I TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION r l Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAILENERGY CALCULATIONS RESCHECKkm bj.TYPE ti EXTERtOR SHEARWALL CONNECTlON3: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL s FLOORJOIST,BANDJOIST, 12-IldCOMMOt� l CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Ilength adjustment factors in table 3_t6_ i:fdb JOIST OR SLvCKiivG FOOT SEE NOTE;1.2 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS; FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT� FLOOD Allowable sidewali lengths provided in table 3.14 shall be permitted to be increased when DEPTH 1 T1 IutP. REQUIRED NAIL NAIL 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES LOAD (fv1PH) [ATEGORY D QTY. SPACING 4 respectively.2 2 and 2 4 4. . . . y. 3j.Provide ill'expansion joint material between concrete stabs and abutting 2. 20 LBS. 120 B SEVERE 3 Fr. MODERATE SLIGHT TO11 YES JOIST TO: PER TOE TO E Rd'Y f�C:1'$o-r. concrete or masonry walls occuring in exterior or unheated interior areas. 4•Bd COMMON 8j.CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be aitachleed with uplift connections In accordance BRIDGING EACH t TOE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 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 SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3.5. BLOCKING EACH TOE Q 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be 2 Ed COMMON NOTES 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 Ed COMMON @ 6"O.0 Ed COMMON @ 6"O.C. SEE NOTES:1,3 to be minimum 3-1/2 inch thick.All fill to be compacted to 950/0 relative density with "-'here a ridge is to bz used m a strrJctural bearn.the rafters sera'l either be notched and PLOCKING TO: EACH TOE SEE NOTES_1 BOTH FIELDS 6"maximum lifts(layers)• anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE 3-16d CdMMd INITEgIO'R ZONE 3d COhm,'.13t3 @ 5.O•C Ed COMMON 12'O.C. { ) P P g BLOCK NAIL @ NOTE:2 FOR PANEL FIELD l W 6).Crawl spaces to be provided with a minimum I8'X24"access opening.install arse 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 Ed COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 attached with the above requirements. TO BEAM 3 i6d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. QFC AND COVERED PORCH Q-1-�� JOIST ON LEDGER seI COMMON PER TOE NOTES /�� 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM 3-Ed C.......,,ON JOiST NAIL ! ] Z 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 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. the below grade Portion of text>"riar walls friar to 1>ac'rfiiling. All#astArr•r:,hangers and W^.:,hors to be ga!'rin!zed ss or sta9n!Asteel, 3-16d COMMONO 7'O Jt'ii5? 30i57 NAiLI �1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, U S).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 TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 1 TAO TE 2-16d COMMO OOT SEE►�!� r SILL O° ..., PLATE.. Fvv FRAMINGNOTES Girders re concrete piers shat(be anchored with proper steel connectors anchored OT= into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind � NAiL NAIL For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. Edition Wood Framing Construction Manual. 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. i JOINT DESCRIPTION QTY. ;PACING 1Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For �j O ((( below grade.Porches with covered roofs shaft have 12"dia.concrete piers for the girders. AS FUZ TABLE 3.8 framing 11-r"�rs vAth 0,42 G-0,49,the nal! =,.ins-hall be re&,ced to 3 inche-o c �1/ U I 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. 1 STRUCTURAL PANEL I i Ed g r-�= a- �y Douglas Fir. I \XFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 4±.Deck.joists to have blocking at$'0 o_c, t CEILING, SHEATHING: NAIL SPACING NAIL SPACING AT rNTE MEDIA T E 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5SHEATHING LOCATION NOTES I ).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAiL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 1 Qtl rwisa. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QW. I SPACiNG I I SGC.s where needed. T EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. "` 4)_Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of at! sYJALLnOARD 5d COOLERS 10"01C rIELD 1h1TEttlOtz ZONE gd coM.�l4?sl @ ca"9:C std>;O!utvlQt�t®t2"tl;G, SEF NOTE-3 b).Concrete piers shall be a minimum 6'above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have f2)window sill elates for 2x4 wall 7) AIi jo1Ft3 t0 supported wlthl hangers and anrriarF.Each Joist,3liatt also be BrtCliaieu (� openings between 4'1 and b'0 and 2x6 wall openings between 5'll and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. {and blocking where applicable. QTY. SPACING 5).All flush beams/headers to be installed with hes du alvinized hap 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PEP TABLE 3.9 �duty g hangers and PANELS Sd COMMO, 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting joists. PLUMBING WFCM-SBC G NOTES r_OS_ _ be used. 7T6 R 6d COMMO 3'O.C.EDGE 6).Double u floor joists under walls that run parallel to the floor joist and under bathtub. l).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD P I P 1 pp y g g p 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Pleats to have teramtt Lite Installed shalt he ver tied for proper toad capacity unless rated Con rt,utti�<<Cede. GvDSIU,. 7n 1-11.E�r G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. 5d COOLERS WALLBOARD 110"0C.FIELD 7),Provide 2-1-3/4"thick micralams(height to match floor foists)around stairwell and/o 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. �t r� � 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. JI Q Z other access openings unless otherwise noted(typical). FLOOR SHEATHING: NOTA. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, O >i).Dormers running up roof ravers are to be supported by double rafters on either sfde r�•tilde s-?-,urate bra-ing end plates to protect and secure the structure,Verify with the JOiNT DESCRIPTION QTT„1L SPACING AC N CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY [ O � O where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. Q 1"OR LESS 8d COMMO 12"Q,4,FIELD � Q 9).Provide ng wing bridging in Floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. ,�..i � 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. r--� Lf)]O).Provide insulation baffles at eave vents between rafters.install draft blocking as H requirements - - 3).INN5TALL 1-Co2 DETECTOR I`3 ADDITIONTO,5MOKE ALARMS PER FLO'O'R. C� w <THESE NOTES ARE ONLY TO BE REFERRED TO IF r- needed_ W 2),HVAC S lb_on#rg_,.r !3#Cs ft cnnrdina±a all System data and rgn}irgmaric with#l,a MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8-FIREBLOCKING REQUIRED equipment supplier. Fireblocking shaft be provided to cut off all concealed draft openings(both vertical and horizontal) il).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick, edtr Fir 1).Nailing requirements are based on watt sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. CD??exterior s!ra!!zi;tg grade r.! �•sem+.!'!ytid�^d to cov-r trs-r p!e!-s a^.d traders. g 3).1 VAC subcontractor to provide final system layout drawing and submit it to the General nailed 6'on-center at the panel edge.If wait sheathing Fi-mHocking shalS be provided-7 v cx;d-fra-e construction in the follomng Ioca ism_ 12).Unless otherwise noted use 3/4"thick T&G P75 Fir or Advantech plywood subfloor Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ,�' �` y';'•_;., adhered with PL400 adhesive and screwed to floor Joists.Finished floor to be installed shear capacities,nailing requirements for structural 1 _In concealed spaces of stud walls and partitions,includingfurred spaces,at the ceilingand floor `''"''"" ' <• Joists. ELECTRICAL NOTES: ' p over subfloor as per manufacture's instructions. members shall be doubled,or alternate Connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 �•�; ! '�'s;' �{M,� 1).All electrical to be installed as per N.Y_S_Residential Construction Code. such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking 1n walls constructed 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and using parallel rows of Studs or staggered Stuffs. a=,. �` ,�'�x �' � ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuou!over connected )11 ° p' $' to have regular 112'zheetrotk.All watts to be taped and finished. Rngmbers,#ha tabulated nutnr¢f, Is Shall bP permE#taA 2).At all interconnections between concealed vertical and harizoniai spaces such as occur at soffits S. v� )i' ., PRAWN: MH i IVIS 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced toll-16d nail per foot_ drop ceilings and cove ceilings. R s 'tti (. S SCALE: (SEE PLAN) i y'.,.: 141.All roof with a pitch less than 4.12 shall be installed with an Ire&Water barrier or of N.Y.S.Residential Construction Code. approved equal.Flat roofs shalt be applied with a Fiberglas base sheet with an EPDM 3).In concealed spaces between stair stringers at the top and bottom of the tun.Inclosed spaces '1 ;` '�° " JOB it: torch down type material over. under stairs shall comply with Section R314.8,N.Y.S.Residential Code. yF{� ,,+� January 03,20I3 I i 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to •. r ' SHEET MUMEcn: ! 1 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. flame and products of combustion. - 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. HINT T ER O PRIME AN PAINT NT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY AL1 GENERAL CONTRACTOR TO COORDINATE M INC 1 i -C) LA MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMINT OR CONTINUATION OF WORK EET W TH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL.SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS_