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34543-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34175 Date: 01/26/10 THIS CERTIFIES that the building NEW DWELLING Location of Property: 7425 NASSAU POINT RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 118 Block 4 Lot 2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 30, 2009 pursuant to which Building Permit No. 34543-Z dated MARCH 30, 2009 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 ONE FAMILY DWELLING WITH 1ST & 2ND FLOOR DECKS, COV PORCHES, SCREENED PORCH, ATTACHED 3 CAR GARAGE WITH ARCHED WALKWAY, OUTDOOR SHOWER, SPA WITH POND AS APPLIED FOR. The certificate is issued to MICHAEL R & ROBIN S DREWS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-06-0050 01/14/10 ELECTRICAL CERTIFICATE NO_ 3053550 09/30/09 PLUMBERS CERTIFICATION DATED 08/24/09 KEVIN REMPE PLUMBING A horized Signature Rev. 1/81 Form No.6 LWNGFS�OUT�OLD � � UTOWN OF SOUTHOLDl/BUILDING DEPARTMENTTOWN HALT. 9 2010 765-1802APPLICATION FOR CERTIFICATE OF OC DEPI 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: L. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or top o phie 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 2110 of I%iedd. 5. Commercial building, industrial buildi4g;'multiple residences:and.simtilar buildings and installations,a certificate of Code Compliance from architect.or ,engineer,responsible for ths:building. 6. Submit Planning Board Approval of completed site plan-requirements, B. Igor existing buildings(prior to April 9, 1957) non-conforndng uses,or buildings and"pre-existing land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. i C. Fees 1. Certificate of 0ccupancy-New dwelling 125.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.M, Accessory building$25.00,Additions to accessory building$25.00,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 S. Teinporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. I j d New Construction: Old or Pre-existing Building: (check one) Location of Property: -7 V aS P6, TZ o in House No. JJ Street Hamlet j Owner or Owners of Property: /� Gh� d o b Dr e-1 j Suffolk County Tad Map No 1000,Section �r! S Block d 7 Lot b Subdivision-3 41SLF3 re,111 4 Filed.Map, Lot: Permit No. Uate of Permit. 3C� Applicant: F�� S-'e 'Pe/4 Health Dept.Approval: Underwriters ApprovaI: Planning Board Approval: I / Request for: Temporary Certificate Final Certificate: V (eheck one) n v0 Fee Submitted: $ i � —7- c;L �3 Applicant Signature L3prj''L3pLp[PCI�CPCl[E lg�7rJ'!!''J I i[PrJ�[P[.([.I�[PCP[P[J�[_JL3j'L3 LPLJ'[.f[P[.!�[PrJrJ[P[J�CJ�[P[J�[J�[nrJ�[I�GP[P[PrJ�[PrJ�[PrJ@P[PrJ�rJ�CP[P[P[J�[J�rJ� BY-\THIS' CERTIFICATE _O,F COMPLIANCE .THE S ;; _ - - l , .. - 5 NEW YORK[ BOARD =.OF; FfRE - UNDERWRI_TERS 5 _ BUREAU' OF _ELECTRICITY - 5 40 FULTON STREET NEW PORK; NY 1:0038=-, 5 - _CERTIFIES THAT 5 Upon the application ;upon premises,owned by _ - 5 c = ' G&S ELECTRICAL CONTR _ - MICHAEL DREWS _; - - _-5 - 5c5 _ P,O:_BOX 215 _ __ 7425 NASSAU=POINT RD S _='SOUTHOL-D, NY_1=1971,_-_ _ - CUTCHOGUE, NY 11935 - 5 7425-NASSAU,POINT RD-CUTCHOGUE;NY 11935 _Located at 5 Applicatio,ri'Numbe'r 3053550_- - — - - 3053550 -- - - : Certificate Number 5 Section:.118 -Block: 4 __ =_Lot: 2- _-Buil.-ding Permit: 32534 = gDC. ns11 - 5 Residential= - - - -5 -- 5 Described-as,a __ _occupancy, wherein the premises electrical system consisting=of Cj - 5 n'd wirin , described below,�located'in/on-the premises'at: - 5 ' cal devices a electrical g _ 5 _Basement,First Floor, Second Floor,Attached Garage;Outside,_Spa, 5�j A visual inspection-of fh_e=premises electrical-system, limited to electrical devices and-wiring to the extent=detailed• herein, =was conducted -in acco'rdarice with - the requirements of'; the•-applicable code and/or- 'standartl - -' 5 promulgafetl. by-the State of _New -Ydrk., Department of.,State Code_Enforc o ent :and Admrnistration,.or other =5 5_authority having jurisdiction, and found to be'in compliance therewith on the 3 th Day of September, 5 5= Name_ _ _ _ Rate =_ - Rating Circuits = Tvne _ _ c_ Alarm_ and emergency equipment --_ - _ - 0:. - - Generator permanent-installation 1- - _ 0-' _ __ _ _ _5 - -5 - Sensor ._ ,-_ - -- 2_ 0 _ 0 - _ -,• - _ - -Carbon Monoxide 5 Transfer Switch - _ _ - _ A - liances'and Accessories - 5 Air Conditioner - - _ 6 0 Above 15000 - =BTU - - 5 Dish=Washer_,- = 2 0. -= - ten/ - - Exhaust Fan - - __ 11- 0 - - - - - F H -,- 5 = Furnace = _ 2 - 0- _ - _ _ - _ = Oil 5 Oven 0- _ = 30 -- _ -Amps Pool/Spa Bonding 7, - Pool/-Spa Circulator Pump Motor 'Amps.. - = 5 - -_ Pool Heater= - _ _ 1 _0 - = spa = - -;Gas 5 Range = - _ = 1 = 0 5 Panels = = - -- - - 5 5 = - C C Service C= _ seal ME 5- Service Disconnect: - __ 2_ _ _ - 200 _ - cb _ 5 5 Continued on-Next Page - 1- of 3 - 5= This,certificafe may_-not be altered'in=any way and is validated only-by the presence=of a_raised seal at the,location indicated P� � � - P - JL r�.,=rJ-�r-cTcPPJ1 1011, P r IZIJIBJUli E!IPP@3j@I' (rJ�[Pr�[n[.1�[.P I BY THIS' CERTIFICATE =OF, -COMPLIANCE THE 5 NEW '_YO_RK_ BOARD ==OF=• FIRE UNDERWRITERS-_ - BUREAU-=_OF =ELECTRI:CITY _40 -FULTON_STREET _=NEW- YORK, -NY HAT= _ _ . 5 _ „ CERTIFIES T 5 - - 5 Upon the application of _ - ,upon premises owned by 5 -__ G &S ELECTRICAL CONTR _ MICHAEL DREWS = - - =7425 NASSAU POINT RD -- -- 5 P.O.=BOX2.15 = _ 5 - SOUTHOLD, NY 11971,. _ - = 935 ,5 - E�N 5 _ _ _ - - 5 Located at 7425 NASSAU'POINT'RD CUTCHOGUE' NY 11935 ,3053550 - _ 5 Application_Numb_er 3063560. _", _ _ .__ e , -_ _5 5 Certificate Number 5 - - ,_ -_ -- _ = - 5 5 Section l_18 Block: 4 - Lot•_2 --- Building Permit: 32534- BDC: ---ns11 S _ �- _Residential; �-_ ' _- •` •' _ '�__ _ , '-_ 'S 5 5 Described-as a - occupancy, wherein the premises:electrical,sysfem'consisting=of S , electrical,devices and wiring,.- escribed below, located'in/on-the premises-at- 5 Basement,First Floor, Second Floor,Attached Garage,Outside;-Spa, S5 A visual inspection' of 'the premises electrical,'systerri', limited to .'electrical devices and' wiring to the extebt detailed 5 1 herein, .was conducted in .accordance . with. the requirements of the applicable code and/or_standard - 5 promulgated by th.e State of=New York, Department of-State Code_ Enforcement' and Administration, or other 5=authority hawing jurisdiction, a'nd found to be'in compliance therewith on the 30th Day of = September,' = ' - 5 Name — -- ¢TY Rate= - Ratine Circwts- T �e - - = " - - - 5 - - - Service1 Phase3w Service Ratirig400Amperes. _ - _ __ . * Wirin Aad_Devices 5 f 120=V g 5 Fixture - 2. 0 - Dimmer. - - 61= 0 5- - , _ -- - " ,- - - Fluorescent 5 - - - - - = - Fixture 5 ,. -- • - _ ' _- ' - - Incandescent 5 GFCI Circuit Breaker-'; - - p- I i I - _•Low Voltage_ _ _ _ _ _ _ 141 - - - - - 5 =5_ Lighting Track 152 0 5 ; - Multi Outlet System 25' 0- ft 5 Outlet = _ _ 21=9 0' _ _ Gen, Purpose - - - 5 . - -- Fixture- - - =5- Outlet_ _ = 225 0:-- - - _ _ _ - ,, _ -_� 5 Paddle Fan - 10_ , _0 5 3_' 0= 20a=laundry _ pliance - - Receptac A 5 __- 5 . Receptacle - -- - 3_ 30a, - Dryer , - 5 5 Receptacle - 22 - - - - - ,GFCI 5 Receptacle 1:17 0 = Gen Purpose = _ _ 5 Switch' _ = 124 0= Continued on'Next Page 2 of 1 3 S 5 =Thiscertificate may,not be altered_in-=any-Way and is-validated-only-by the preserice-of,a raised seal at the-location indicated - S ❑ l�C!'JPC.Ir�C.I�CJ�C.I�C!' nI:.JC l�C.fl_PC.PC I�r.J fC.I�C I�C.I�C.I�CPCPcfIJL1CJ�Li�C.I�CJlLffiffl@ EGi�CJ@I@.I�LI�CJ@.I�CJ�C.( I�C.I@.I�Cfi jEPC.I�CJPLLrL3 L3r1:.P[1@PLrIL3LI�[J�LI�CJ�o - liii� C.rC.I�C.I�C.rC.I�C.�C.rC.rC.rl?nC.rC.rarC.I�CnC.I�CrLrC.�C.rC.nC.�LnC.rC.rC.rC.rC.rC.rLI�C.�C.I�LrLI�C.nC.rC.�CrC.rC.rLrLrC.I�Crt:rLrl�nCnC.I�C.rCrCnC.rC.nCrC�C.nLrLrLrLrC.rC.r� Ic� f ..-. 5 . _- -BY; --THIS CERTIFICATE_-OF-COMP-LIANCE .THE -=- 5 ,NEW _YO_RK BOARD OF -FIRE -TEIRS 5 --- BUREAU OF ELECTRICITY, 40''FUL-TON STREET- 'NEW--YORK, -NY, 10038 c , CERTIFIES THAT - 5. Upon'the application of = - _ —'upon,premises owned try- ICHAEL -- - 5C 5 G&'S_ELECTRIGAL CONTR _ - _ n7n425 NASSAU POINT RD _ 5 - P.O.-BOX.215 _ - 5 - 5 = _ SOUTHOLD, NY 11971, = CUTCHOGUE, NY 1'1935=_ 5 = 7425 NASSAU F01NT RD CUTCHOGUE;-NY 111935 _ Located_at - _ - - r5j Application=Number. =,3053550 . _ _ _ Certificate Number: - 3053550 5 Section 118 Block: 4 = ,I Lot ,=2 Btlilding'Pe'rmit 32534- - BDC: ns11' - 5 5 -5_ occu_ an_cw_ n e p_ remises eth lectrical-system consitiResidentialDescribeda sa ng,of _ . 5 5 electrical devicesTandwiring, described-below,'located_in/on-fhe premises at: - - 5 5 - -Basement,First Floor, Second Floof,Attached Garage;;Outside;=Spa, - 55 .A-visual=inspection of.the premises.-,electrical system,--,limi'ted Ito-_electrical_devices_and wiring to thee' tenf detailed= 5 herein, was conducted_ in "accordance __with .the requirements _of=.'the' appli,c'able' 'c6cle'�=and/or_sta'ndard 5 promulgated by the State. of.Newr,York . Department -ofS,tate •Code ,Enforcement and A_dministration,__or other, _.5 .__ 5 5 authority having jurisdiction; and-fourid to.be-in com_plia_nce therewith on•the 3oth Day^of September,.. 5 - _Name Rate - Rating _ , _ _circuits_ : Twe - _5 7. 7. (Swimming Pbol)..This,certificate,covers compliance:at the date of inspection only Because of unusual environments ii is;advisable to have frequent test 5 5 and/or repairs-made-by a qualif ed person 17 7. 5 - - _ - 77 - - 5 5 - _ - - _ - T i - - seal - 7� 5 - -- - - - - - - - - 3 : - - - f 3 , - 5 This certificate may,not be altered in any way and is validated only,by the presence of a�raised_seal at the.location indicated - _ - 77�I-000-3n�.r�.r�.r�,-.r��.r�.r�.r�.r�.r�.rLrLWE.r�n�n�n��.r�!rC3j .r�.rNPLPLr�.r�n��l-�.r�.rUn��n�.n�.,-�n�r��.r�:r�.r�.r�.r�l-�.r�.r�.r��l-�.IUPLPLLrP�Pr o _ : - �J,oF so�ryo . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(63I)765-9502 P.O.Box 1179 v' Southold,New York 1 1 971-0959 �Q Ol�C4liNTl,� BUILDING DEPARTMENT TOWN OF.SOUTHOLD CERTIFICATION Q Date: C� FJ� Building.Permit No. Owner: (Please print) Plumber: ts ok d—� C6�`? (Plex4e print I certify that the solder used in the water supply system contains less.than 2/16 of 1% lead. (Plumbers Si nature) Sworn to before me this day of 20 Notary Public, � CLCounty Notary Po c�of NOW York QU306d nVSuffoolk Caun CDMMISIOn Expires April 28,2012 FORM NO. 3 ' L 51 TOWN OF SOUTHOLD 7 BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32534 Z Date DECEMBER 1, 2006 Permission is hereby granted to: MICHAEL R DREWS SHORT H LLS,NJ 07078 for . DEMOLITION OF AN EXISTING SINGLE FAMILY DWELLING AND CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC, TRUSTEE AND SCHD at premises located at 7425 NASSAU POINT RD CUTCHOGUE County Tax Map No. 473889 Section 118 Block 0004 Lot No. 002 pursuant to application dated NOVEMBER 21, 2006 and approved by the Building Inspector to expire on JUNE 1, 2008 . Fee '$ 3 , 685 .40 thor' ed ignature ORIGINAL Rev. 5/8/02 a CHITECT MARK SCHWARTZ &ASSOCIATES 28495 \4ain Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 1 www rnksarchitect.com November 02,2009 Southold Town Building Department Main Road P.O.Box 1179 Southold,New York 11971 Re: Michael and Robin Drews 7425 Nassau Point Road Cutchogue,New York SCTM#1000-118-04-02 To Whom this may Concern, The as-built BBQ area is defined as hardscape and has been constructed as per the amended plans that were approved by the building department. Please call this office if you have questions or need any additional information. Sincerer'i Mark Schwartz' A- o�O cp l O0 AAA Member American Institute of Architecture pF SOUly�lo ��'y000M'I,Nct� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION K FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 1 -4t) w L r DATE ,7 �� INSPECTOR ��� SOlyTyO�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. P(FOUNDATION 2ND [ ] INSULATION FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~I INSPECTOR OF SO(/Tyolo 3 �L-534 courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMIN /S RAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ol 1 Jv DATE 11�/� INSPECTOR 2,-r3 rsf s 0 COU TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO-ON I., [ ] FOUNDATION 1ST [,,;- '] ROUGH PLBG. [A FOUN 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 1A DATE INSPECTOR 32_-, �3 q SOUT'yo comm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION r'� [ ] FOUNDATION 1 ST [ ij ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION i REMARKS: r DATE INSPECTOR �pF SOUly olycOUto N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]"INSULATION H PLBG. [ ] FOUNDATION 2ND [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: �4^i / r J DATE /� 4 INSPECTOR r SOOjy��o 3 'k-s-'(-.3 �o O M`l,��Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [)<FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 7RE ARKS: " J �f+ 3 P Y f s V � . 0-t r �• DATE 0 / INSPECTOR '� � `�- pF SOUryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING P(FINAL t v [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: lL<" r DATE INSPECTOR f SOUjy�lo - courm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: C.or- -t�J�c.a vv zlzr�L DATE ( ��� � v INSPECTOR n _ � 1• No m- FOUNDATION(2ND) r — r ,, 1 WE W—A IN "Sill ' • 1 � ,� _ // - i �._ mot.� __ f/ _ 11 • COWill MMENTS ' / ► � 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 www. northfork.net/Southold/ PERMIT NO. �3252)+Z Check Septic Form N.Y.S.D.E.C. 12 Trustees Examined ,20 Contact: Approved �� ,20 to Mail to: G Disapproved a/c Phone: 73- Expiration d , ,20 Bu' ing Inspector ��Ov 2 f 2006 �1 1 APPLICATION FOR BUILDING PERMIT !�.1 Date (� jo , 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,housin code, an lations, and to admit authorized inspectors on premises and in building for necessary inspections. nature o applicant or name,if a corporation) 3 C& (Mailing address of applicant) State whether applicant is owner, lessee, agent, rchitect, engineer eneral contractor, electrician, plumber or builder Name of owner of premises T�(� /��/� a/Z,�� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: -7 !J- Z S .' AZ4 S.r412 /"'0/N 7- 2a 4 C L 7-C G v� House Number- Street Hamlet County Tax Map No. 1000 Section Block D Lot .• © Z Subdivision Filed Map No. Lo't (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S//j> G ,5 G � 'e2 'r b. Intended use and occupancy Sid/LIT 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, specify nature and extent of each type of use. S F F— e(_ 4—A-)•S 1. 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 9 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated e a 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-4 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO 14. Names of Owner of premises 1>ICi!54-V Address Phone No. 973 ' 03 7 Z Name of Architect z!V-4X4 S'G l / T z- Address Phone No 73 4 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property.within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF S� —being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contract(r Agent orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi s1 day of 206 Notary Public Si ature of Applicant BARBARA ANN RUDDER Notary Public,State of Now York No.4655805 Qualified in Suffolk County Commission Expires April 14,Zl 0 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 Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 Mail to: /"� lC Cf7�✓�2%Z Disapproved a/c Phone: 747¢ '¢14G�r Expiration 120 DC �n Building Inspector ll�� �J PPLICATION FOR BUILDING PERMIT FEB 1 1 20 Date O !/ O� , 20 BLDG.DEPT. INSTRUCTIONS TOWN F S a. e c mpletely 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 regu tions, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of ap cant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent archit , engineer, general contractor, electrician, plumber or builder Name of owner of premises Rla _ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 7�2.5- /taeftJ /2-zP'Ar House Number Street p Hamlet County Tax Map No. 1000 Section U Block 0`7�J- Lot 2 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 SY/NGGE b. Intended use and occupancy 3. Nature of work (check which applicable): New Building tion Alteration Repair Removal Demolition ther Wor AT aV L KFfE(Description) 4. Estimated Cost Fee �19�57,4 (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 busiysscommercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions off'existing structures, if any: Front Rear Depth Height Number of Stories 31 Dimensions of same structure with alterations or additions: Front if Depth Height Number of(Sto3,ries b k 11 3 1 4•� {! y 1 � 4�v�aD •1�PH P� 8. Dimensions of entire new construction: Front Rear epth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 0 12. Does proposed construction violate any zoning law, ordinance or regulation? YESX NO 13. Will lot be re-graded? YES NO,�Will excess fill be removed from premises? YES NO 14. Names of Owner of prenAses O/Z/,5�lrl.,r Address Phone No. Name of Architect 3G ffL✓ TZ- Address Phone No Name of Contractor Address Phone No. 3-If - 03-72 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS AY BE REQUIR D. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—K, * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF C (ti�2 / Z being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the G G (Contr ,ctor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 Notary Public Si tore of pplicant James F.King,President �PF SO(/r�o Town Hall Annex Jill M.Doherty,Vice-President 54375 Main Road ' P.O.Box 1179 Peggy A.Dickerson Southold,New York 11971-0959 Dave Bergen G Q '� • �� Telephone(631) 765-1892 Bob Ghosio,Jr. �O�yCOU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #0514C Date: January 25,2010 THIS CERTIFIES that the demolition of existing and construction of new dwelling with gutters, leaders to drywells, and one 10'x10' deck area on grade landward of bulkhead At 7425 Nassau Point Road, Cutchogue,New York Suffolk County Tax Map# 118-4-2 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated 7/14/06 pursuant to which Trustees Wetland Permit# 6430 Dated 8/23/06 was issued and Amended on 8/19/09 conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing and construction of new dwelling with gutters, leaders to drywells, and one 10'x10' deck area on grade landward of the bulkhead The certificate is issued to MICHAEL&ROBIN DREWS owner of the aforesaid property. r Authorized Signature James F.King,President ��of SOUryo Town Hall Annex Jill M.Doherty,Vice-President 54375 Main Road Peggy A.Dickerson P.O.Box 1179Southold,New York 11971-0959 Dave Bergen G Bob Ghosio,Jr. �� Telephone(631) 765-1892 �yCOU '� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #0515C Date:January 25, 2010 THIS CERTIFIES that the removal of existing stairs and replace with new 4' wide set of stairs with a 4'x8' platform with the use of grated materials on the stair decking and platform At 7425 Nassau Point Road Cutchogue New York Suffolk County Tax Map# 118-4-2 Conforms to the applications for a Trustees Permit heretofore filed in this office Dated 8/21/08 pursuant to which Trustees Wetland Permit# 6970 Dated 9/17/08 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of existing stairs and replace with new 4' wide set of stairs with a 4'x8' platform with the use of grated materials on the stair decking and platform The certificate is issued to MICHAEL&ROBIN DREWS owner of the aforesaid property. Authorized Signature r BOARD OF SOUTHOLD TOWN K TRUSTEES SOUTHOLD,NEW PERMI T N0. 6430 DATE: Augu-006 ISSUED TO: MICHAEL AND ROBIN DREWS PROPERTY ADDRESS: 7425 NASSAU POINT ROAD CUTCHOGUE SCTM#118-4-2 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Trustees adopted a the meeting held on Southold and in accordance with the Resolution of the Board of August 23 2006,and in consideration of a ':lication fee in the sum of$250.00 paid by Michael and Robin Dre PI? and subject'to the Terms.and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following:" truct esidence Wetland Permit to demolish the existing , a new resid'ence and co�Sof bulkhead,rwith hay 71.3' from the existing bulkhead and one 10 X 10 decking la s de bales during construction, drywells to contain runoff, and all as depicted on the plan prepare f '"4 by Mark K. Schwartz revised August 28, 2006: IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these'ptesents to be subscribed by a majority of the said Board as of this date. u , ({ ©X 'Y "j 4 i i i New Yc:.rk State Department of Environmental-Conservation r Budding 40 -SUNY, Stony Brook, Now York 11790-2356 Telephone (510) 444.03155 Facslmde (5161444.0360 John P.COW " Goau� er LETTER OF NONJURINDICTION-TIDAL WETLANDS Date: April 23, 1999 Paul A. Caminiti,Esq. RE; 1-4738-02275/00001 Caminiti &Gibbons,L.L.P. Estate of Thomas Losee 54075 Main Road Cor.Beckwith Avenue 7425 Nassau Point Road P.O.Box 946 Cutchogue on Little Peconic Bay Southold,New York 11971 SCTM No. 1000-118-4-2 Dear Mr. Caminiti: Based on the information submitted,the New York State Department of Environmental Conservation has determined that the property landward of the bulkhead. constructed prior to 9/20/77 and greater than 100 fk in length,as shown on the survey prepared by Roderick Van Tuyl, P.C. dated 7/15/76, is beyond Article 25 jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6N•YCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised,however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary,as indicated above,without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wedands jurisdiction which may result from your project, Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area) or erecting a temporary fence, barrier,or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours Permit Administrator cc: Catherine A Mesiano, Catherine Mesiano Inc,, 12 Mill Pond Lane, ,East Moriches, NY 1 040 Bureau of Marine Habitat Protection, NYSDEC File DMG FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 17,.2009 TO: Michael R. &Robin S. Drews C/O Mark Schwartz, Arch. P.O. Box 933 Cutchogue, NY 11935 Please take notice that your application dated February 11, 2009:, For permit for construction of deck and platform accessory structures at: Location of property: 7425 Nassau Point Rd., Cutchogue,NY County Tax Map No. 1000 - Section 118 Block 4. Lot 2 Is returned herewith and disapproved on the following grounds: The construction of the accessory structures, on this non-conforming 39,032 sq. ft. lot in the R-40 District, is not allowed pursuant to Article XXII, section 280-116 (B), which states "All building or structures located on lots upon which a.bulkhead ...exists... shall. be set back not less than 75 feet from the bulkhead." The survey shows a setback of 0+/- feet from the bulkhead for the proposed deck and 18 +/- feet for the proposed platform. . Authorized Signature J Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. APPEALS BOARD MEMBERS *tf soar M ili Address: Ruth D. Oliva,Chairwoman � yQIO Southold Town Hall Gerard P.Goehringer 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. cn Office Location: Michael A. Simon A�iQ Town Annex[First Floor,North Fork Bank Leslie Kanes Weisman l'�CD INN, 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD CP , " Tel.(631)765-1809•Fax(631)765.9064 JAN 12 2007 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 14, 2006 Southold TOW91 tlerl ZB File No. 5929- MICHAEL and ROBIN DREWS Property Location: 7425 Nassau Point Road, Cutchogue CTM 118-4-2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicants' property consists of a lot area of 39,043 sq. ft. with approximately 101 feet along the easterly side of Nassau Point Road and lot depth of 403 feet (387.51 ft. variable). The property is improved with a single-family dwelling and fronts along Little Peconic Bay. BASIS OF APPLICATION: Zoning Code Sections 280-116 and 280-124 (100-239.413 and 100-244 based on the applicants' request for a building permit, and the Building Inspector's May 31, 2006 Notice of Disapproval, concerning a proposed new single-family dwelling. After demolition of the existing building, the new dwelling will be proposed with setbacks at less than 75 feet to the bulkhead and less than the code-required 15 feet on a single side yard. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated November 24, 2006 states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: TOWN CODE CHAPTER 95 (268) LWRP DETERMINATION: A Determination of Inconsistency was issued on August 14, 2006 under Chapter 95, Waterfront Consistency Review of the Town of Southold Code and Local Waterfront Revitalization Program (LWRP) standards. The applicants are requesting a setback variance for a new dwelling, after demolishing the existing dwelling. The existing dwelling is only 63.3 feet from the bulkhead and 78.3 feet to the dwelling building line. The new dwelling will be 71.3 feet from the bulkhead, measured from the proposed new deck and 80.8 feet to the new dwelling building line. Grant of variance relief will substantially increase the nonconforming setbacks that presently exist. All new construction will be required to conform to the Zoning Code minimum standards applicable to this property, pursuant to a building permit and other agency approvals before commencing any construction activities. Adequate drywells must be installed at or greater than 100 feet from the waterfront. The applicants are proposing several drywells and a new sanitary system at least 100 feet from the bulkhead along the waterfront. It is reasonable to eliminate to a large degree the setback nonconformity, and to dramatically improve or replace the existing sanitary system, to obtain the greatest reasonable degree of conformity with the Zoning regulations under New York Town Law and Southold Town Codes. The amount of relief requested under Zoning Code Section 280- 124 is minor,for a 3.7 ft. reduction in the code-required 75 ft.setback from the bulkhead. i rage 2—December 14,2006 ZB File No.5929—M.Draws CTM No.118-4-2 FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on November 30, 2006, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property,and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicants propose to build a new dwelling, after demolishing the existing dwelling that has existed since the 1940s. The relief requested is as follows: (a)for a setback of 71.3 feet from the bulkhead to the new deck and 80.8 feet to the new dwelling building line, at its closest points, and (b) for a side yard setback reduction 10 feet for the purpose of building a new stoop area on the north side as shown on the September 13,2006 site plan prepared by Mark K. Schwartz,AIA. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections,the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant is planning to construct a new dwelling, after removing the existing dwelling with deck areas. The new dwelling will be 71.3 feet from the bulkhead instead of the 75 ft. minimum required setback, and is proposed to be in line with the neighboring waterfront homes, with the garage on the street side. The existing home is presently 63.3 feet measured from the bulkhead to the open, unroofed deck. The new open deck construction will be 71.3 feet, which is an 8 ft. minimum, reducing the degree of nonconformity to a great extent, requiring 3.7 ft. setback reduction from the code-required 75 ft. minimum from the bulkhead. The side yard will also be reduced to allow for a new stoop, at 10 feet from the property line at its closest point, and the opposite side yard is proposed to be conforming at a minimum of 20 feet. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. 3. The variance granted herein is the maximum the Board will approve in this application. 4. The relief requested has been self-created, based on applicant's desire to build a new dwelling. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant's construction activities must conform to all other agency permits and conditions of approval that apply to this parcel. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicants to enjoy the benefit of a new dwelling,while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Weisman, and duly carried, to GRANT the variance as applied for, as shown on the September 13,2006 diagrams A-1,A-2, 3-1, and May 10, 2006 diagrams A-3 and A-4, prepared by Mark K. Schwartz, AIA, subject to the following condition: That the new one-story deck and two-story balconies remain open to the sky, with the exception of the open porch on the easterly side of the open deck area contiguous to the living area. Any deviation from the variance given such as extensions,or demolitions which are not shown on the applicant's diagrams or survey site maps,are not authorized under this application when involving nonconformities under the zoning code. This Page 3—December 14,2006 ZB File No.5929—M.Drews CTM No. 118-4-2 action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. The above ZBA condition shall be written into the Building Inspector's Certificate of Occupancy, when issued by the Building Department. Vote of the Board: Ayes: Members Dinizio, Oliva, Goehringer, Simon, and Weisman. This Resolution was duly adopted (5-0). Q, Ruth D. Oliva 12 706 Approved for Filing NEIGHBOR'S HOUSE IS APROXIMATELY 11'CLOSER TO BULKHEAD THAN EXISTING HOUSE (NOT DECKS) BULK HEA SET IN 2' S 8�°0'0" W 387.5V LLI 75'SETBACK 10'SETBACK _._._._._._._._ ._._.-._._._.-._._•-•-•-•-•------------------------------------------------ FROM BULKHEAD I UTIL.POLE N m o — — — — — — — _ —•_ _ _ _ _ _ _ _ _ _ _144B REMOVE EXISTING LINE oI 4 N I — — — — — _ TQ-HOUSE-(RELDCATE)"" — — — — — — — — — — — — — — M OI BBC AR A O �� Pi ++'-a^ STAIRS TO BSMT M } I �I PORCH uj 1 w------ --r, ARCHED S ex ' WALK PROPOSED ' vREPmNNEwiWEE0A THROUGH' E PFPUGEEXG NG6TJR , C 1 wrrNNa,v�wmEsr,w/ GARAGE srWP aR J O ' I APPROVED TR S" LITTLE DECK ,>A SETBACK i , VRtlT6T NEW pPdFaSEO NEW Ii10P0.5E0 �L✓t'S » / 1'NK(IfAINO 1X1'l.Y,�NO 1 �, �� +oH D 1 / p FLUSH OE 1 APPROVED �'— �' x• P E C O N I C 1 m APPROVED 9 1 •EY FUa PU E i -- —•-.._ — 1 = TRusrEEs I , I 2 STORY PORC ,-• . ''^^ (VERIFYLOEATION' II FRM.HSE. Ft6UtlQ➢, •_•-•--•-._ - .4 { /tIAYv� ,--^— m w/TRUSTEES OFFIC�)_ 1 , Tr? /, .. �.�. •—' —.—._.—.—.— r^..ew% =;•M� EXISTING TREE TO BE "` cop - ------- -------f-------� s' .J� � �• 1 1 I SCREENED F.F.:0.0' 11 /!!/ 'FOF�EVALUATEDDIN FIELD LOCATION AND r-s^ ~ I I PORCH 5` GRADE -_ rj SYSTEMTREE• z-z4NEW DRIVEWAYTOP OF WALL TO BE .moue STEP:-8'(3'-6'X 1'-9") 1500 GAL.44"ABOVE GRADE (.Iuuu a:: STEP:-10'(3'- "X 1'-9") TREESETOP OF COPI G'-14'(8'-6"X 8'-6")(My`O z 7 WATER DEPTii A F F:-50'",ACH ' �.3 fSEAT:-32aO OTRg REMOVE 0srooExP oft �SEXISTING TOP OF COPING:-14 _ — — — — — , � — XISTING `^;�^y Q r^ TREE z - - - - - - pp1 i - — — — — —Ul — — — — — co i i 10'SETBACK �—i 1 I e'DIA.x W DEEP E LEACHING POOL BBQ N 82°0'0" E 403.88' A !a d o TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER r STREET VILLAGE DISTRICT SUB. LOT i Y r!G ` t -� `` �� d J J'a f0 6 / �d U �C ' .� G! �/ /' a c ��e a to /✓J ---��<, -- FORMER OWNER N E ACREAGE S W TYPE OF BUILDING RES.atj, 6'� SEAS. VL. FARM comm. IND. I CB. I MISC. LAND IMP. TOTAL DATE REMARKS�27 22 cJ 6 Q/, 71 d t l�< � SoLA5�9.�oa/. D, eROss '<�Gt�' L/� 3;z.oO oo AGE. BUILDING CONDITION �e ©c� O0 NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value Tillable 1 Tillable 2 Tillable, 3 Woodland Swampland Brushland,,,. House Plot Tota I a ':44O�Ye {^ 7PTXy1°K•. y tq �. ji !.. - , r ■MEN■EHHM■M■■■■M■■■■ _ ■■■■■■■■■■■■■■■■■■■■ -- ■■■■■■■■MEMO■■■■■■M■ - ■■■■■■■■■■■■■■■■■■■■ , r w9l EMIEURNM■ RM■■ME■■■ ME " w • 41 l I r ems' k „ f { ie '����►�.. ; .. IN. fr3d9kyr, . 11 T'',• 'llb , 11 { INN ME ■■■■ .. . EmM'O■ MEMO OM . 1�■.■■■■ �M■■■IM■■MM■O ' MO■■It■■■■■O M�■■11■■■■■■ ■■■■IMM■■■■■�I ■..■I�I■MM■■■ ■■■■l�■ ■■■■ ■..■IM■EMMMM ! ■!�! !■■ M■■■■ ■MIME ■■■■■ ■C.. ■■■.. Office Location: �Of SO!/Tyol Mailing Address: O Town Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) CA P.O. Box 1179 Southold,NY 11971 • �Q Southold,NY 11971-0959 UNTY,�c� , http://southoldtown.northfork.net D U BOARD OF APPEALS JUL 2 g 20Q9 TOWN OF SOUTHOLD Tel. (631)765-1809 Fax(631)76 .9064 BLDG DEPT. FINDINGS, DELIBERATIONS,AND DETER ATION TOWN OF SOUTHOLO MEETING HELD JULY 21,2009 ZBA FILE#6282- MICHAEL and ROBIN DREWS,Applicants PROPERTY LOCATION: 7425 Nassau Point Road, Cutchogue CTM 118-4-2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category.of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14.14 to 23, and the Suffolk County Department of Planning issued its reply stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 37,923.94 square foot lot in an R-40 Residential Zone District, with a 100.04 feet along the high water line of Peconic Bay, 101.05 feet fronting along Nassau: Point Road, and 374.64 feet along the northerly property boundary, and 384.59 feet along the southerly property .boundary. . It is improved with a single family dwelling as shown on the March 1, 2006 survey,with notations added September 26,2007 by Nathan Taft Corwin III, licensed land surveyor. BASIS OF APPLICATION: Requests for Variances based on an application for a building permit and the Building Inspector's February 17, 2009 Notice of Disapproval for construction of deck and platform accessory structures at less than the code-required minimum of 75 feet from the bulkhead adjacent to Little Peconic Bay. LWRP DETERMINATION: A Letter dated June 19,2009 confirming inconsistency was submitted to the Board of Appeals under Chapter 268, Waterfront Consistency Review of the Town of Southold Code and: Local Waterfront Revitalization Program (LWRP)standards. A denial of the requested relief for the proposed 10 ft. by 10 ft. at-grade deck with zero foot bulkhead setback, and conditioning the relief granted by following the recommendations of the LWRP coordinator and Suffolk County Soil and Water District Technician (see letter dated June 8,2009)would bring the proposed action into grater consistency with the LWRP. RELIEF REQUESTED:,,. The applicant proposes to demolish and replace an existing landing and stairs leading from the top of the bank on the subject property to the beach on Little Peconic Bay. The proposed new stairs include a 4 ft. x 8 ft. landing with built-in.bench at 17.8 ft. from the bulkhead and a 10 ft. x 10 ft. platform/deck with a zero setback from the bulkhead. i y Page 2—July 21,200.9 ZBA File#6282-MICHAEL and ROBIN DREWS,Applicants CTM 118.42 new stairs include a 4 ft. x 8 ft. landing with built-in bench at 17.8 ft.from the bulkhead and a 10 ft. x 10 ft. platform/deck with a zero setback from the bulkhead. ADDITIONAL INFORMATION: Upon visual inspection by members of the Zoning Board of Appeals, it.was :observed that there were new alterations not appearing on the map submitted by the architect for the application before us for deck and spa areas.encroaching into the north and south side yards. REASONS FOR BOARD ACTION: On the basis of testimony.presented, materials submitted and personal inspections,the.Board makes the following findings: 1. Town Law.6267-b(3)(b)(U.1)._ Grant of the relief for the proposed 4 ft x.8 ft.stair landing and built in bench will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Other properties in the neighborhood along Peconic Bay contain accessory landings that make ascending and descending the stairs to the beach along the bluff easier.A small temporary resting area is a reasonable amenity that will create minimal land disturbance: 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because the code requires a 75 ft. setback from the bulkhead for accessory structures and the proposed landing and at grade deck-must,be located adjacent to the stairs leading to the beach. .3, Town Law§267-b(3)(b)(3). The variance as applied for with regard to the 10 ft. by.10 ft. deck on-grade is substantial since it is on a flat sandy plateau covered with native grasses at zero distance from the bulkhead, and a 100%variance from the minimum code requirement of 75 feet. The variance as applied for on the 4 ft. by 8 ft. landing midway along the proposed staircase is also substantial because the proposed bulkhead setback is 18 ft.which is a 76%variance. 4. Town.Law 4-267-b(3)(b)(5). The difficulty has been self-created since the applicant could have replaced the existing deteriorated'stairs with a code compliant set of stairs that would not have required a variance.. . 5. Town Law 4267-b(3)(b)(4): No evidence has been submitted to suggest that a variance for stairs and landing in this residential community will have an adverse impact on the physical or .environmental conditions`in ,the neighborhood. The Board of Appeals seeks to minimize disturbance to the natural vegetation along the.slope of the subject property and finds that the benefit to the applicant of the proposed. 10 ft. x 10 ft. at-grade deck is outweighed by.the.potential detriment to the environment of an accessory structure located.on the bulkhead with a.zero setback: 6. Town Law 4267-b. Grant of relief for the proposed stairs and landing.is the'minimum action necessary and adequate to enable the applicant to enjoy the benefit of comfortable access from.the top of the bank to the beach, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, A) Motion was offered by Member Weisman,seconded by Chairman Goehringer,.and duly carried,to r" Page.3—July 21,2009 ZBA File#6282-MICHAEL and ROBIN DREWS,Applicants CTM 118-42 DENY the variance as applied for concerning the proposed 10 ft. by 10 ft. at-grade deck as shown on the architectural.drawings dated Feb 27, 2009 labeled sheets A-1 through A-4 prepared by Mark K. Schwartz,Architect, Vote of the Board:. Ayes: Members Goehringer(Chairman),Simon,Weisman,and Schneider. This Resolution was duly adopted(4-0);and further B) Motion.was offered by Member.Weisman,seconded by Chairman Goehringer,and duly carried,to GRANT the variance as applied for concerning only the 4 fL x 8 ft, landing and bench as shown on the architectural drawings dated Feb'27,2009 labeled sheets A 1 through A-4;prepared by Mark K.Schwartz,; Architect,subject to the following CONDITIONS: 1. No Certificate of Occupancy for the stairs and landing shall be issued by the Building Onspector until . a new Notice of Disapproval has been issued for the new alterations to deck 'and spa areas encroaching into the north.and south side yards; and �2. A 10 ft. landscaped buffer be established landward of,the "top of, slope" line and planted with Indigenous,.drought tolerant, vegetation similar to that found within the immediate proximity of the parcel. Vegetation shall be installed in sufficient densities to achieve ninety-five(95)percent ground 1 cover within two years of installation;and CijRevegetation with. native plants and 'grasses of .disturbed areas caused by the proposed construction must be completed after the construction is.#inished.(as soon as possible)and prior to issuance of a Certificate of Occupancy. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when . issued. Any deviation from the variance given such as extensions,or demolitions which are not shown on the applicant's diagrams or survey site maps,are not authorized under this application when involving nonconformitiesurder the zoning code. This action does not'authodze'or condone.any current or future use,setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature-for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Goehringer (Chairma eisma n �chndier. N Member Simon: This Resolution was,duly adopted(3-1). D P:GOEHRINGER, HAIR N pproved for Filing 7-2749 BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted://J/ 06 07*Date Reviewed:47/1 0607 Applicant: ff)Ap y_ Owner:ic�c��� ��-��Engineer: �R�XV OM- Estimated Cost: SCTM# 1000- - - Subdivision: Zone: Conforming? KDFo Property Address: City: Pre COs? K3 Building Permits (Open/Expired): BP -Z/C/o Z- o: BP -Z/C/o Z- ,Info: BP -Z/C/0 Z- ,Info: BP -Z/C/0 ,Info: BP -Z/C/0 Z- ,Info: Single & Separate Search Required? Y 06Determination: w j A REQ. Lot Size: ACT. Lot Size: p REQ. Lot Cov. ACT. Lot Cov. iS 3 ACT. Side 1 REQ. Front 410 ACT. Front Z REQ Side M REQ. Rear _yo PROP. Rear,,/ REQ. Height, ACT. Height _gf Project Description: (- ` erfront Y r N If yes,water ody. _ @LPanel#�Flood Zone: J Bulkhead/Bluff Distance: C� '75+ ADDITIONAL APPROVALS REQUIRED Suffolk County Health r N-If yes, *Bed#:{_*Date: 4/I�/( *Permit#:R10-c6 _cr-n , Town Septic:YorT - If no, certification required: Y or N Received: Y 13• NYS DEC: PRE-DEC9/1/75 YCDate4_ l:Vlll Permit#: or NJ Letter Notes:_ Southold TrusteeG N- Date:$ k03/ C Permit#: Q_j2�0 or NJ Letter—Notes: Southold'ZBA: Y o� ate: / / Permit#: —Notes: Southold Planning: Y 00 Date: / / Permit#: —Notes: Town Landmark C of A: Y o E: / / *NYS CODE Compliance (page 2): Y or N Notes: .41 QQa „A Fee Structure: Calculation: DEMa 30 Foundation: SF 1. (4QSF)- SF)= layer SF X $; IS =$ Ilk First Floor: �` SF + Initial Fee: $ Second Floor: SF +Additional Fee $ Other: 1 Gc66 SF 2. SF)- c g SF)= 154_-_� SF X Total: SF +Initial Fee: $ +Additional Fee U: $ G � 140 T TAL: $�j p l NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N;-- WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Town Of Southold �I 1 P.O Box 1179 Southold, NY 11971 * * * RECEIPT * � * Date: 09/19/08 Receipt#: 29062 Transaction(s): Reference Subtotal 1 1 Septic Permit-Construct- Resid. 3828 $10.00 Cash Total Paid: $10.00 Name: Hunt, Pam {for Lia Polites} C/o Frank Yakoboski 456 Griffinq Ave Clerk ID: CAROLH Internal ID:3828 *pF SO(/Tyo Town Hall Annex ljW i Telephone(631)765-1802 41 54375 Main Road Fax(631)7.65-9502 CIO P.O.Box 1179 •. Q Southold,New York 11971-0959 0 �y00UNT`I,�c�, BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: ZBA FROM: Patricia Conklin, Pmt. Examiner DATE: 6/24/09 RE: M&RDrews Application Per Town Attorney Jennifer Andaloro,please find Architects drawing of amended plan A-1, dated September 22, 2008, amending open dwelling permit (BP# 34543), of outdoor deck/BBQ &hot tub/pond. Also, find `-`as built'photos of same sent via E mail, June 17, 2009. } v • ! A .�f .4r fib-- s �.i.`` vita" �"'� �'�`�` •rt. J - r,. 4' _ ;.. ; t.. ', *....� ..� ,.,rtH.•y;� ! .✓6%: 1. �' � q'' �.q�r '4. py -7 y r .. 7 �w`r a..'w. {"�": c-� _a ��;,»?..�3"'.+ri�', ��':,;atd�-e ";"� �.ry�n,;"'�'eR�k.'^'7c.'.S ��;µ,T+° f+•�� ,:.?�t"`�t*.._i �,+ 5`'',k;�b'?� �'a�,j�;q��.,��„J., ,��,��,n, �,;,,. ',-�,+w'Yl' rs._-"-`kor"-�i=;' - 'r- .� -�,.'+..,f _ t•.. `�'.5�'+i•s `.r r� �c;.:. ""` - �.7r"t d t Y � , i , t x t z , C.,_� y� f.�. w r� � �'_,(k!+Iseuv4vc%�'� ���A.��i� uM � J. ', f •��a«...�.....ru++„'..�ry � - s y L "a r WO t, +►°. _ - k • 'I,i ��y.�� •� e d r - 4 • � r,a 1 n' r_. wr" i RED E IVEu SUFFOLK COUNT AA of A!TN SERV ICE SURVEY OF c�A� 22 P 2 4u LOT T 5 6 AMENDED MAP i " OF NASSAU POINT i 0 TYNED Ill' NA SSA U POINT CI,UI3 PROPER TIES INC. FILE No. 156 FILED AUGUST 16, 1922 I WTUATED AT 1 NASSAU POINT 4 TOWN OF SOUTHOLD I SUFFOLK COUNTY, NEW YORK f� S.C. TAX No. 1000- 1 18-04-02 SCALE 1 "=20' i I MARCH 1 , 2006 I APPII 4, 200F, ADDED SITF PLAN , ti MAY 9, 2006 REVISED SITE PLAN �y F� I yYp AREA = 37,923.94 sq. ft. { \' (TO TIE LINE) 0.871 cc. I ! ! i o� -_wooD JFm -- -_.- CERTIFi_TO: OT 55 v, __ MICHAEL DREWS L 4 a �I� ROBIN pWEI-LIN WATER ,'; 3 .>UFFOLK COUNT'ar CSaARW.P_NTT OF I.-I-EALTH SERVICES (USES PUBLIC c� � t --'�_ ---� (n , ii :f;;a 11sTr'`s aI "" >,i^ i cn \ HEDGE b .Li 1: "t"tlVial,rl l�7d,� lvt i a , �a ASPHALT�6R \ P ' Row of PINE TPEEs i �' I)A.TrT� .)._d..� .1?.�oI' Ia:. r.cat�T�; EXPIRES TIT�'EE'YEAR:S 1"'t:;�DATE OF,APPROVAL rri N 82.00 00" FENCE "CK A, a°•N -Fw • \`d e .\ o. .�1''.� --f 1 ! 1 1 1 I o -- -- �h 1'*►�cECUF ° \ \ 1:4 �'"�:7 .'.1 ,1 1 I 1',1 I ° n _ _ e (� e RAIL FENCE - � '' \ �} I d � POST k - - ° ° ° •d e 4 < \ �. � hj + -- I� I� ! 1 I o NGE • o + { 7{ Qp n1 I " TA'S T HOLE DATA 0 5 N 7.3'E e e o 4,i W, } /V l� I { *r i 1 1 I � m ° "" s d . d , ° \ ao _ } 1 (TEST HOLE DUG f+Y Mc!DNA!-D GEOSCIENCE ON DECEMBER 18, 1996) u ° u z ° e 4 1 ° ° "9 r �/ a e • ° d ° ° ,e a `I n e I e • '� a•'�, d e \ f�� I c I _ ! e ° l D`'( d i ° �'; • / .._- - "r 1 �, IWOO i MIXED SAND h LOAM ° <5' Z nd° ° ° R\ POp1 ° • ° 7 — r.,..t PI-A FORM 5 I - ° } wo d d 9 ; e ( 17 { /' _ �. pnPi"%S�.I -,j N O ( d e r,P �)c19 Pv-�,O`� a� covNEP CESSPOOL �n�e. �,4 en l 's a e ° ° Pam' p5� 1' t x ostc I j r o m _ _ d \ �--- C^ b- a - •� --__ --- _ - _ ______ __ - __-___ ---. - _ - -_ - 3 GROWN Sit T ML - � - d -- `- - - -• -- 2a7.3' � S --e- ° Vi I� .1 _t1 I i 0 � A � �� I tie v ^ 1 e • a d d -. ._ T�. , -1 f11 Qr 1 II �1 ,Ei., .� a fQ% ��\ X � Nam' \ 1 o i ° 4 ° LA d �L.J i v '� I e ° t a + ° W �'{ `I, \ e PALE BROWN ND t Ibb.b' - I /' r I �� { r� I�1 r*t� � �<7 I i 1 � ° I TO ro�R",E SAND sw '! % .. - . . - ikl II, I1*, \, I I d 4 I �j a • a -- ------ W -711�. F �=1 d o W 1T1E SER/ICE {D 70C� - , tr �I T)rI L o Il I O __pRpPp5Lf7 vVA I0' g a tit \�� F n t L G-,,, � - ---- WATE_RETFR w -----._ C�A,RAGE d d . 11 - -r 1 I t r.3'_ ` r � I i 1 EL 1.3' d o w a w a ° e — \ PORCH PENCE I ! 'S Q e 4 ° I ..I( _ .��� Ql`��'� -1 I--SQ 1 ro \ N FINE TO COURSE SMD SW WATER IN PALE BROWN hh'"'��11 ♦ 0.2 1 e �% e , ° `a t. p` +'r TEST WALL J / i d j e d --\ '` / GRAIN ,GU'r yJIP '13�� OOp-71 WAL I I ! 1, A 1T WA STOCKADE FENCE I' ��', c� 3 g•-t.59 �1 d• \ ° L J / - -\- - 0 61 G VPP�F 1 - D WIRESPOLE ,rrnp I ° � U UL e�Do HEAD WIRES OVER - 1 °° d • -O -- / RAIL FENCE i POST & \ � • . ° • Z 1�4y FLIaLE p:P,'E Cp (USES PUBLIC WATER) a z 'y fl n • LOT 57 e ° 99 ' deg pia ', U � 82000 00 NOTES: 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: o EXISTING CONTOUR LINES ARE SHOWN THUS: In 0 - FIRST FLOOR i; - GARAGE FLOOR 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1 ,500 GALLONS. 1 TANK; 8' DIA. 5' LIQUID DEPTH 3. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 2 POOLS; 8' DEEP, 8' dia. PROPOSED EXPANSION POOL PREPARED IN ACCORDANCE WITH HE MINIMUM STANDARDS FOR TITLE SURVEYS ESTABLISHED PROPOSED LEACHING POOL BY THE L.LA.L-S. AND APPROVE AND ADOPTED FOR SUCH ASSOCIATION. THE NEW RK STATE LANDTIT ' O AD \0/ PROPOSED SEPTIC TANK TUTHILL ROA LANE) (CLEARWATFR 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND BACK— FILLED WITH CLEAN SAND IN ACCORDANCE WITH S.C.D.H.SSTANDARDS. lrh r 6. EXISTING HOUSE, DRIVEWAY AND ALL STRUCTURES TO BE REMOVED. N Y.S. Lic. No. 49668 1r .. UNAUTHORIZED Al TFRATION OR ADDITION h TO THIS SURVLY IS A VIOLATION OF SECTION LA Or T!iE NEW YORK STATE Jo y; . Inae o EDUCATION LAW tr�,� �,�[EIS COPIES D THIS SURVEY MAP NOT BEARING �� THE LAND SURVEYOR'S INKED SEAL- OR EME305SED SEAL SHALL NOT BE CONSIDFRED Lend or TO BE A, VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPAPED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL_ AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNFES OE THE [ENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION, CERTIFICATIONS ARE NOT TRAN>FFRADI_F. THE EXISTENCE OF RIGHT OF WAYS OFFtCFS LOCATED AT MAILING ADDRESS AND/OP. EASEMENTS OF RECORD, IF 322 ROANOKE AVENUE P.O. Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 II { .. I 26-05313 a ' O SURVEY OF LOT 56 AMENDED MAP `A " OF NAS SAU POINT OWNED BY NA SSA U POINT CLUB PROPER TIES, INC. FILE No. 156 FILED AUGUST 16, 1922 SITUATE NAS SAU POINT == TOWN OF SOUTHOLD _. . . SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 1 18-04-02 SCALE 1 "=20' MARCH 1 , 2006 APRIL 4, 2006 ADDED SITE PLAN MAY 9, 2006 REVISED SITE PLAN JANUARY 3, 2006 RELOCATED PROPOSED HOUSE MARCH 7, 2007 FOUNDATION LOCATION �9rF SEPTEMBER 26, 2007 STAKE SOUTH PROPERTY LINE & 75' SETBACK FROM BULKHEAD JULY 15, 2009 FINAL SURVEY 1'9 AREA = 37,924 sq. ft. (TO TIE LINE) 0,871 ac. WOOD CER TIFIED TO: OMICHAEL DREWS LOT 374.64' 55 ROBIN SAGON cn I HEDGE O �+ NOTES: a° ASPHALT DRIVEWAY TREES k� 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM ROW OF PINE Q 75.1�__ r ROCK o I N 'goo CO NC. PA ROOF OVERSTO/yE WACC ? WATER FALL o y O OL WOOD STOOP c I v FOR PO T gc STEPS N n 00,00„ E o �_ rr' 82' o� SLATEEGNEL 139 =w o FENCE o WINDOW 36.8' z c 0' 1 0.4'N N m / I 18 ° e 0 ST & RAIL FENCE ` ° e ° .e e d `// 4.2' N o sS 0.5� I dl ° a o o mr R�7.3'Ec FEN SEPTIC EL o d o BOX _. i,, N CONC. 8.6' UNDERGROUND - 4.3' � PAD FLAG POLE z jKCAP e ° I� AN \ d 1,•,.,L,4�,J OPANE 1f, ,., CE WOOD co O a ' a -Z , a" a 0 PS PLATFORM d m f O e ° � d o STE WOOD a d ° 61 S v O S a oA o O L ATE ; d d a F,. , .;':1:L:`- 4`•�.�, 1' u• '� I Qir�O'�C+� T OOD O d o 4 'd C°d o S SATE , DT. I n 71 ' h ° w ' ROOF OVE I r� w e n"� w d d" 36.3 1 2 1.9 SlA 30.0 ° O ° a f o a d d w G.FL. ELEV. - A8.0' 1.9' WOOD I O �1 i d o 151.2' ° 1.8' �n O 0 219, DECL r 3.0' 1-1�2 STORY �g a WOOD N O w STONE c GARAGE l 30.0' Q 19.9' STEPS W ° PIER a FRAME 1.9' &W STEPS F- "d ° e I WW J ° 1.9' >8.0'a &• WALL i ° d W ° 1.8' OVER SLATE S BARBECUE ROOF W d 3.0'� 36.4' PL No SLATE ° W e m < ° o °W 0 SLATE S SLAT PATIO STEPS I OG) ° d' �a d° W STEP a e d ( A/C W GUY WIRE ° a° ASPH ° d WATER I 3) A/ �� SLATE a (a ACT DRrVEWA1 d e ° W W STEPS STONE WALL 3 ✓ n °'6 d e .d '—wV POLE -- 4 `�$4. U 44 1 (•� WIRES \/ 1 d d STONECD d OVER�F�D ^/ ° PIER ° d Nt UTILITYPOLE E POST & RAIL FENCE 44ADO d -,.,` _ ° o u OVERHEAD WIRES v O] d ° o 'd ° ° d Z .4 ."" C 57 ° LOT o ° U Q 2000 Q� UNAUTHORIZED ALTERATION OR ADDITION TO 1HIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CEPTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. TUTHILL RD ND� (CLEARWATER THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ,ii�i� Corwin '�� BY THE L.LA.LS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATIQN. � oF d Lcaind Surveyor R�� rG?• C. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS ' 1586 Main Road P.O. Box 1931 N.Y.S. Lic. No, 50467 Jamesport, New York 11947 Riverhead, New York 11901-0965 26-053G I REVISIONS 1!6 3-0 1 4"� ! i I ' I � , i s wwav 7 mN I EC 7-4" Q, U ;n b -tt co -4- u + f uj 2 0 DECKING z AT DE z 0 z ul 0% STAIPS) o iilifi ! � jf ji i � � lilf o ILI, uj > 0 Lu DECK)(UPPER 0 c:8 TU STUCCO WALL OVER POND COUNTER AND FIELD ;n BUILT CABINETS tO 5/4X4 DECKING -N4X6 FL.GIRDER(jRADE) — - - - — - 1 T-6- 1-6- 16', la, - I -;!L,12X6 DJ @16"OC=ll 4 8"o CONC.PIER (3)PER GIRDER EQUALLY SPACED mL EQ. EQ. --- 6'-6- < 1'-4" 146�1 .6- 1'-4- 0 4" 4" HIGH WATER LINE ------- uj F-6" = .I (POND) 4 u� 1'-6� -, (POND) (GRADE) (SEAT) (SEAT) (HOT TIJB) 4 HOUSE u_IFFOUNDATION < '�jv 11-F 4 4 A: ��i Tj F- U) r 4 4 C/) 4 4 4 4 4 < 1).ACTUAL HEIGHTS TO BE VERIFIED IN FIELD. 2! jq: 6,- iilt:- L0 cp 2).CONSTRUCTION TO BE REVIWED BY INSTALLER OF HOT TUB AND MECHANICS. -0.1, 0 io ALTERATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO CONSTRUCTION. IF- Wm ;l �.� - 3).INSTALL FOOTINGS OVER CRUSHED BLUE STONE.SOIL MUST BE COMPACTED AT 3500 PSI. 4).MECHANICAL ACCESS TO BE NEAR PERIMETER.VERIFY IN FIELD. 5).PROVIDE ELECTRIC AND ANY OTHER REQUIRED UTILITIES FOP,POND AND HOT DRAWN: MH/MS TUB. SCALE: 1/4"=F-0" JOB September 19,2008 SHEET NUMBER: A- 1 T- -(U -T -41 1 6" (SEAS REVISIONS: REVIEW SET 08/23/06 BID SET 10119/06 ADDENDUM 11/07106 BLDG.DEPT. 11/10/06 REV. 07/17/08 REV. 09/05/08 2BA. 02111/09 NEIGHBOR'S HOUSE IS APROXIMATELY 1 V CLOSER TO BULKHEAD THAN EXISTING HOUSE (NOT DECKS) a ®Ie11® BULK HEA SET IN 2' ti S 8200'0" W 387.51' w I �I N I oI CV I ' (L N O STAIRS TO BSMT }I m PORCH ---- ----- -71 .3'----------- � i ARCHED n LITTLE ' ____ WALK �" rn LL � I -^- ------^-�----E--^- ------' ; THROUGH PGARAG-Q y Z ■rAJ■■R��q REPL--STNO l 1 �REPLKEENIfi"ING 9T LR I 0y cc PE� ! ■ �I� � I WITH Ne.I I'VADE STAI WITH NEVJI'tNDE STOIR I VJ eR,a,,TaIR 158.675' o �""` � BAY ` 1 1C'X10' NixnPi Na o�Ivrv�G NixiPunoiri� I -- ^— -- -- —•— -- -- -- 0 , p FLUSH DECK ' ( APPROVED J� APPROVED BY I i hex FLAGPu e i DECK 2 STORY PORC W O o A Lll TRUSTEES ,^ I —I (VERIFY LOCATIONI ( I m W/TRUSTEES OFFIG�) I v) co (/� 'n ' SCREENED co h I PORCH o ` Iz co W 7 ° I 1 Q z , BEACH a I STOO h. a r V w I I J2'- �/I I I n N 8200'0" E 403.88' Z) O w PROPERTY: 39032 SQ. FT. Z w z HOUSE: 2713 SQ. FT. (� g SCREENED PORCH: 398 SQ. FT. O d LOGGIA: 285 SQ. FT. w NEIGHBOR'S HOUSE IS HOUSE DRAINAGE: FRONT PORCH: 132 SQ. FT. APROXIMATELY 4'CLOSER SIDE PORCH: 61 SQ. FT. O W TO BULKHEAD THAN ROOF AREAS: 5402 SQ. FT. STOOP: 29 SQ. FT. EXISTING HOUSE WALK THOUGH: 168 SQ. FT. (NOT DECKS) AT 100°fD WATER RUNOFF = 902 CU. FT. GARAGE: 912 SQ. FT. fy FLUSH DECKS: 400 SO. FT. In PROVIDE: TOTAL SQ. FTG.: 5098 SQ. FT. 4 - 8' DIA. X 4' DEEP DRYWELLS (676 CU. FT.) LOT COVERAGE: 13.1 % 2 - 8' DIA. X 8' DEEP DRYWELLS (676 CU. FT.) SITE PLAN SCALE: 1" = 20'-0' STD REPLACE EXISTING STAI I S I REPLACE EXISTING STAIR - - WITH NEW 4'WIDE STAIRA WITH NEW 4'WIDE STAIR 9R10T STAIR T 9R10T STAIR 40 cn ,- Z o 0 LLj 9R10T STAIR NEW PROPOSED NEW PROPOSED DECK Z o- (D 101X10' 4'X8' LANDING 4'X4' LANDING ¢ 0 p FLUSH DECK I Q Q APPROVED BY I EX. FLAG POLE SCREENED W TRUSTEES PORCH i N U = I p (VERIFY LOCATION 00 w/ TRUSTEES OFFICy — — — — — — — — — — __ — — ._ — _. _ _ _ __ — — _ — .^ J EXPANDED VIEW AT SITE LAN DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: February 11,2009 SHEET NUMBER: ,,--WATERREVISIONS: d REVIEW SET 09/23/06) NOTE: 'UtjD!RV'','RITERS CERTIFICATE SILT FENCE I5 PREFERRED,IF SIGNIFICANT GRADE EXISTS,STRA4W BALES MAY BE CERTIFICATION OF BID SET SO/19/06 REQUIRED TO BE PLACED ON THE DOWNSTREAM SIDE OF THE STILT FENCE. (3a� ADDENDUM 11/07/G6 I"T' 0'REQUIRED D AS OTED REQUIRED.NAILING & CONNECTION R€ UNOFF � RETAIN STORM WATER R BLDG.DEPT. 11/10/G6 PURSUANT TO SECTION 45-IOC - OF THE TOWN CODE. DATr'-/� (' B.P. ','CUI�AI�� I OR gS�o BY: SING DEPARTMENT AT 1. PRE-ASSEMBLED FEE i � C� LAWFUL n �, (/ �- SILT FENCE NO` USE I V U I�LA N Y I U �` ���ZONE /y\ STORMWATER MANAGEMENT REC�UIREMENTS �,ej/ LJV 765-I � r•,(�! TO 4 PM FOR THE COMPLY WITH CHAPTER"�6� WHERE APPLICABLE FOU tiSPECTIONS: WITHOUT CERTIFICATE ADJACENT ADJACENT TYPICAL RESIDENTIAL PROPERTY PROPERTY j, Ft : :N - TWO REQUIRED FLOOD DAMAGE PfIEVENTION HOUSE FOOTPRINT OF OCCUPANCY _ F '�D CONCRETE SOUTHOLD TOWN. 2, F RAMING & PLUMBING . 4• :;TRUCTION MUST PLUMBER CERTIFICATION z"xz"STAKES / E _i- FOR C.O. TIN THE GROUND / / WIRE TIE ON LEAD CONTENT BEFORE PLUMBING �. ,w / NEIGHBOR'S HOUSE IS j ALL ;(,TION SHALL MEET THE CERTIFICATE OF OCCUPANCY ALL PLUMBING WASTE �.��C17�®;� TIGHTLLESB HER /�1PROXIMATELY 11'CLOSER REC" .TS OF THE CODES OF NEW / TO BULKHEAD THAN // &WATER LINES NEED ® .® .®.ir EXISTING HOUSE / YC NOT RESPONSIBLE FOR SOLDER USED!N WATER TESTING BEFORE COVERING PROPERTY LINE �Y (NOT DECKS) �� EVENLY SPREAD STRAW / DES �i; CONSTRUCTION ERRORS. SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. DO NOT PROCEED WITH FRAMING UNTIL SURVEY FROM APPROXIMATELY - HAY BAILS w/SILT FENCING OF FOUNDATION LOCATION FULL WIDTH OF R/W PREVAILING 1 TO BE INSTALLED AROUND COMPLY WITH ALL COD / (USUALLY IS') 41A.yl+r*' � ,\, - '\ / I, `I � . j WINDS / HAS BEEN ,�� II� ENTIRE WORK SITE PER CODE ES OF APPROVED. l ( (STORM WATER MANAGEMENT) NEW YORK STA T E & TOWN CODES ALL CONSTRUCTION SHALL 1 I / �� MUST BE MAINTAINED t REPLACED - AS REQUIRED AND CONDITIONS OF MEJA THE REQUIREMENTS OF HE cuRe.GUTTER �( AS NEEDED UNTIL CONSTRUCTION PROJECT IS COMPLETED CITY STREET _gyp ,� , '� SOUTHOLD TC'.NN ZBA NEW YORK STA71:. 77-1 SOUTHOLD TO�NN PLANNING BOARD U N STRAW BALE DIKE DETAILS BULKHEAD SET SOUTFiOLD TONJN TRUSTEES N' a STRAW BALE AND SILT FENCE ti S $2°0,01, W 397.51' a ; �" BOUND BALES PLACED 2 RE-BARS.STEEL PICKETS OR _._._._._._._._ ._._._. _._._._._._._._._._._._. OVERHEAD WIRING . ._._._._.-__._._.--_._- '- _._._._.-._ N - --'---'-'-'S--------------)---------------- -._._._.-._._.-.---- IN CONTOUR 2"X2'STAKE 1-1/2-2 I UT: LE UTIL.POLE NEW ELECTRIC f 1 f DRIVE STAKES FLUSH WITH BALES. ( I W 4 NOTE: in ORYwE�L 1448 REMOVE EXISTING LINE _ 144B METER ON POSTS �. d ��' �I� FLOW _ �!\ DOTTED LINESIREPRESENT �,\ -� - ""`------------ - TOHAV 1 DRAINAGE AREA NO MORE THAN 1/4 AC.PER ��,�"®N'd� N m TO HOUSE(RELOCATE) J EXISTING BUILLDING OUTLINE $DLA. a EXISTING DRIVEWAY BLOCK 100 FETT Of STRAW BALE DIKE FOR SLOPES SILT STOP \�/, ,^ 1� LESS THAN 25%. P05T T' / i U+J \, �. C a STAIRS TO sMr. ,' ND APRON \ M a -- \. TO BE REMOVED , o I al ,. ; D GAR f GE �4"MIN. } // / /j% //� ------_.-- � - `` BACKFAL (1� , J, �, / / / //PORCH/// //j/ / DRVWELL `-''`-- `- / N PROPERLY INSTALLED STRAW BALE yG { � `/ '/. I Z /,/� i / j // /// :"/ �RIgSPgCr (Cross-Section) y✓ 5\ �1 / w �1I/ / / �CHED j // / / �'�`� VEWAY \ j / / / / / WALK NATIVE Piox�SED FROt+I ESfFO E9(ISTING B I DING - / l/j�/ fL / /THROUGH / / PROPOSED/ r BULKH / GARAGE O ,' 1.Excavate the Trench 2.PLACE AND STAKE STRAW BALES. wooD LusAOE[K _ , Tn700D- / / '/ / / / / /j� / / / TREE'. Q RECOMMENDED STEPS % / STEPS " / � NEW UNDERGROUND TOE-IN MO ING / / / �f SERVILE LINE O \\ \ /-� / /, // 154.17 Lt \- N - - - - - - - - - - - T - - - - - - - ® i ANGLE FIRST STAKE TOWARD PRE-ASSEMBLED SILT FENCE � �fi I F PP@ j PROPOSED / ----- / PREVIOUSLY LAID BALE /�' 0 0 r- / 2 STORY/ PORCH / DRVWELL TREE, EXI TING TREE TO BE !� i o� I /' / /// / / / E ALUATED IN FIELD �- W I / OR LOCATION AND OT''6" WEDGE LOOSE STRAW tU m \ I / / --� / TREE 4" BETWEEN BALES. !,, E , , QQ''GF , `\\ I r / // .. ' ROOT SYSTEM ��, � - ,, o ` "/ - - - FRO BULKHEA9FPJ PPOSECT LDING L - / t//GREENED/ / - P O - - - - - PORCH / - 2-24" 1500 GAL(j�� TREE - NEW DRIVEWAY P`'Q�P� OTREE' z '� \ / / SEPTIC TANK t,�c �) W // / // Q� TRFE O1-2 � Q - / J 1 / / / / I TREE , TREE n /�'1 -) FROM BULFdD TA EXISTING DECK / / / / / / O =, V ' BALES MUST BE TIGHTLY CONSTRUCTION SPECIFICATIONS: �• , - / ' / / / , - - ' (,/7 ABUTTING MIN NO GAPS. \ J 1).BALES SHALL BE PLACED A7 THE TOE OF A SLOPE OR ON THE '� Q P-2"- V-2" CONTOUR AND INAROW WITH ENDS TIGHTLY ABUTTING �� I FROM BUL�HEAD'T8?'XoSED DECK \_ / /// / O TREE, ;'REMOVE " /` , AFTERNOON OTREE =%REE `,�J' \ ® THE ADJACENT BALES. * __ \_ ' O O ' I - - - \® i 2).EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF M`� ALH y I STOOP - QEXP L EXISTING - SUN - - N \ (1)INCHES AND PLACED 50 THE BINDINGS ARE HORIZONTAL. '�/ Ld \ ®� 3).BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO J a , \ / \ XISTING TREE j O P TREE o $DIA I $Du Lt7 I C OOL TREE STAKES OR RE-BARS DRIVEN THROUGH THE BALE,THE FIRST O0 �' DRVWELL I DRVWELLLr) V�' \® STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY A- H I u s.ukcoi { I 8'DIA.x 9'DEEP E /- LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER,STAKES 7 w i i O BBQF ` 10° SHALL BE DRIVEN FLUSH WITH THE BALE. 1.SET STAKES 2.EXCAVATE A 4"X 4"TRENCH UPSCALE / Ql - 2-0 W Q .,_ ALONG THE LINE OF STAKES. " I I Q TREE;,'. THE 4).INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL 6'Max. N V OO'O" E 4 0 3.S$� � U') a-. BE MADE PROMPTLY A5 NEEDED. 5).BALES SHALL BE REMOVED WIICN THEY HAVE SERVED THEIR `\ LLJ 3.BACKFILL AND COMPACT THE USEFULNESS 50 AS NOT TO BLOCK OR IMPEDE STORM FLOW OR EXCAVATED SOIL. DRAINAGE. \ / ^ F - 1..1.E fJ) a / � DC MID DAY „-' U PROPERTY: 39032 SO. FT. // ►- - - Q_ SILT FENCE DETAILS 3.STAPLE FILTER MATERIAL TO STAKES 4.BACKFILL AND COMPACT HOUSE: 2713 SO, FT. AND EXTEND IT INTO TRENCH. THE EXCAVATED SOIL. SCREENED PORCH: 399 SO. FT. PREVAILING WINDS LOGGIA: 295 FRONT PORCH: 13Q2 SQ FT. NEIGHBOR'S HOUSE IS HOUSE DRAINAGE: SIDE PORCH: 61 SQ. FT. PROXIMATELY 4'CLOSER" SPACING OF POSTS FILTER CLOTH:FILTER X. / TO BULKHEAD THAN STOOP: 29 SQ. FT. _ EXISTING HOUSE � ROOF AREAS: 5402 SQ. FT. WALK THOUGH: 168 SQ. FT. (NOT DECKS) GARAGE: 912 SQ. FT. TO BE 6-10 FEET APART MIRAFI 100X ��� AT 100% WATER RUNOFF = 902 CU. FT. FLUSH DECKS: 400 SQ. FT. STABILINKA T140N OR APPROVED EQUAL. // / / / / O O SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) PROVIDE: TOTAL SQ. FTC.: 5098 SQ. FT. 4 4 - 8' DIA. X 4' DEEP DRYWELLS (676 CU. FT.) LOT COVERAGE: 13.1 2 - S' DIA. X 9' DEEP DRYWELLS (676 CU. FT.) CONSTRUCTION SPECIFICATIONS: A 3'MAX. A 1).WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FOR ADDITIONAL STRENGTH FILTER FABRIC FENCE POSTS WITH WIRE TIES OR STAPLES. CAN BE ATTACHED TO A 6 INCN(MAX.)MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO B 2).FILTER CLOTH IT T FASTENED SECURELY TO WOVEN THE POSTS.(14 112 GA 6"MAX.MESH OPENING) WIRE FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION, BACKFILLED TRENCH 3).WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES SITE PIAN FLOW AND FOLDED, 4).MAINTENANCE SHALL BE PREFORMED AS NEEDED AND POINTS A SHOULD BE HIGHER THAN POINT B MATERIAL REMOVED WHEN"BULGES"DEVELOP IN THE DRAINAGE INSTALLAT10N SILT FENCE. 'I ' I (FRONT ELEVATION) SCALE: 1 - 20 -0 FILTER FABRIC MATERIAL SECURELY ATTACHING TWO SILT FENCES FASTENED TO THE POSTS OR IF USED THE WIRE MESHLj a -r""..,,,..-.�..., ...............u. y.- .",... u PLACE THE END � � "'"•'"¢ (€ ' APPROXIMATELY6INCHES POST OF THE STANDARD AND SPECIFICATION FOR SILT FENCE - _,_-, jNp,rg OF FILTER FABRIC MATERIAL SECOND FENCE MUST EXTEND INTO A '[IT]-I INSIDE THE END DEFINITION: --N W p x �` - If, "]I SITE PREPERATION: TRENCH AND BE ANCHORED tt.I:L1_/ FIRST OST OF THE E A TEMPORARY BARRIER OF GEOTEXTILE FABRIC(FILTER CLOT!1)USED WITH COMPACTED BACKFILL 1). EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, W Q'MATERIAL. TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS oFDlsruRBeosolL. CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY O ROTATE BOTH POSTS PURPOSE: POSTS STEEL EITHER AT LEAST 180 I COMPANIES THAT THE AREA IS CLEAR. 'T'OR"U"TYPE OR DEGREES IN THE PURPOSE OF A SILT FENCE 15 TO REDUCE RUNOFF VELOCIIY AN 2"X2"HARDWOOD - A CLOCKWISE EFFECT DEPOSITION OF TRANSPORTED SEDIMENT LOAD,LIMITS IMPOSED Z RUNOFF DIRECTION TO BY ULTRAVIOLET srAeam of THE FABRIC WILL DICTATE THE MAxiMunl '+ - ; 2). CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES Z .. CREATE A TIGHT PERIOD THE SILT FENCE MAY BE USED. - - F,f - H SEAL WI TH THE ; i BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST = r' FABRIC MATERIAL CONDITIONS WHERE PRACTICE APPLIES: - 4 �, "� BE GONE BY HAND. A SILT FENCE MAY BE USED SUBJECT TO THE FOLLOWING CONDITIONS' 1).MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO - I (n DIRECTION Of RUNOFF WATERS A SILT FENCE ARE: _ r 3).CLEAR THE SITE AT LEAST 20-25 FEET IF APPLICABLE FROM THE FOUNDATION. �+J 161NCHE5 ? y I ) A).CUT UP TREES(VERIFY WITH OWNER)ANDHAUL THEM AWAY. B).CHIP BRUSH. (MIN.) DRIVE BOTH POSTS SLOPE MAXIMUM SLOPE I , pp APPROXIMATE ABOUT 10 INCHES STEEPNESS: LENGTH(FT.) ( p J� 4"X 4"TRENCH INTO THE GROUND AND BURY FLAP 2:1 50 Ba 7s C).REMOVE STUMPS AND HAUL THEM AWAY. W 5:1 125 13 -. .- �JUS - 4:1 1zs � �� � #1, '� � `$e '- E}P� � � , ��� � - - -� _ 4).RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL , ;e J�425 Nassau POlflk I�Ci QUALITY OF THE PROJECT SITE. FLATTER THAN 5:1 200 CUkc.h0gUe1 NY 11935 2).MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE ; !- " " m,.'"' " 5).WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE srlaLL NOT ExcEE01/z ACRE PER 100 FEET or FENCE;AND TO A SAFE LOCATION WITH A FRONT END LOADER. 3).EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION;AND 4},THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. it I"• h `l 'I - 6).FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION STANDARD AND SPECIFICATION FOR STRAW BALE DIKE BENCH MARK PRIOR TO EXCAVATION. CRITERIA FOR SILT FENCE MATERIALS ; DEFINITION: 1).SILT FENCE FABRIC:THE FABRIC SHALL MEET THE FouowmG 7).OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL- A TEMPORARY BARRIER OF STRAIN OR SIMILAR MATERIAL USED TO SPECIFICATIONS UNLESS OTHERWISE APPROVED BY THE INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS APPROPIATE EROSION AND SEDIMENT CONTROL PLAN APPROVAL - - g al DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. OF DISTURBED SOILS. AUTHORITY.SUCH APPROVAL SHALL NOT CONSTITUTE STATEWIDE `'F � ,4 A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS, OVER DIG BY 3-4 FEET. ACCEPTANCE.STATEWIDE ACCEPTABILITY SHALL DEPEND ON IN '{ " .a^ _ - d PURPOSE: FtELo AND/OR LABORATORYDBSERvanoN AND£vALuanorls. $�'a. B).IF THE EXCAVATION IS DEEPER THAN 7 FEET, THE SIDES MUST BE SLOPED THE PURPOSE OF A BALE DIKE IS TO REDUCE RUNOFF VELOCITY AND 'r".. ,An pg.i.,t,Rcs hl, EFFECT DEPOSITION OF THE TRANSPORTED SEDIMENT LOAD.STRAW MINIMUM ; r - .- OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTAILL SHORING. BALE DYKES HAVE AN ESTIMATED DESIGN LIFE OF THREE(3)MONTHS. FABRIC PROPERTIES ACCEPTABLE TEST METHOD VALUE CONDITIONS WHERE PRACTICE APPLIES: 9).HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE GRA13 TENSILE THE STRAW BALE DIKE IS USED WHERE: STRENGTH(Ibs.) 99 ASTM - `} ANGLE AT WHICH THE SLOPE IS STABLE, USSUALLY BACK TO A:SLOPE OF 2:1 (VERIFY SOIL CONDITIONS). i).NO OTHER PRACTICE IS FEASIBLE. ELONGATION) so ASTM D1682 - - A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. FAILURE{%) . 2).THERE IS NO CONCENTRATION OF WATER IN A CHANNEL OR - MULLEN BURST OTHER DRAINAGE WAY ABOVE THE BARRIER. STRENGTH(PSI) 190 ASTM D3786 - h+•'i, PROTECT GRASS,TREES AND.. - - 3).EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION. PUNCTURE STRENGTH(Ibs.) 40 ASTM D751 .,,, Y - _ } OTHER PLANTS WHENEVER POSSIBLE. SLURRY FLOW RATE - - a).LENGTH of SLOPE ABOVE THE STRAW BALE Does NOT EXCEED D.3 10). DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION; THESE LIMITS: (gallmm/sf) CONSTRUCTION PERCENT SLOPE LENGTH us sr.slEVE �••- - - DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS SLOPE SLOPE (rt.) cw-Bozls , u PRACTICAL. f�' EQUIVALENT OPENING SIZE 40-80 < d DR AWN: MH/MS 2:1 50 25 UULTRAVIOLETRADIATION 2-1/r.l 4D so STABILITY(%) 9B asTMG-z6 r+'' 11).LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER 1/4"-1'SCALE: z).F£NCEPosrs(FORFABRIcarEouNlrs):THELLNGTHSHAL1BeA UNCLEARED AREAS.PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER t , ,,�, � '. JOB#: 3:1 33 JS M]NIMUM OF 36 INCHES LONG.WOOD POSTS WILL BE OF SOUND i 3-uza 3D 100 QUALITY HARDWOOD WITH A MINIMUM CROSS SECTIONAL AREA = ) > `� - s.,; BARRIERS. PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY vs '• November 10, 20C OF3.0 SQUARE INCHES.STEEL POSTS WILL BE STANDARD T AND .y;% < 'w ", TO THE ROOT SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE INSTALLED r ,r SHEET NUMBE' 4:1 25 125 U SECTION WEIGHING NOT LESS THAN 1.00 FUND PER LINEAL FOOT, - •"`.r�^`(, WHERE SLOPE GRADIENT CHANGES THROUGH THE DRAINAGE AREA, 3).WIRE FENCE(FOR FABRICATED UNITS):WIRE FENCING SHALL BE A r`4+6'" * �F STEEPNESS REFERS TO THE STEEPEST SLOPE SECTION CONTRIBUTING { WHERE VEHICLES ENTER THE JOB SITE. MINIMUM 14-1/2 GAUGE WITH A MAXIMUM 6 IN.MCSH OPENING, - - - - - TO THE STRAW BALE DIKE. "-�"OR AS APPROVED. "..� �•�•-.e"ee.;.er^T} ,Sty THE PRACTICE MAY ALSO BE USED FOR A SINGLE FM4LY LOT IF THE 4).PREFABRICATED UNITS:ENVIROFENCE OR APPROVED EQUAL MAY SLOPE IS LESS THAN 15 PERCENT.THE CONTRIBUTING DRAINAGE BE USED IN LIEU OF ABOVE METHOD PROVIDING THE UNIT IS - AREA ItJ THIS INSTANCE SHALL BE LESS THAN ONE ACRE AND THE INSTALLED PER DETAILS SHOWN. LENGTH OF SLOPE ABOVE THE DIKE SHALL BE LESS THAN 200 FEET, C ' REVIEW SET 09/29/06 BID SET 10/19/06 ADDENDUM 11/07/06 BLDG.DEPT. 11/10/06 STONE CHIMNEY G \ SX8 AZEK FASCIA D. 0 I H TAMKO LAMARITE 1 u ROOF SHINGLES �] m 6/4X4 FLAT (✓ E' CASING HIERBEST IL NG;/POSTS - -L 1X8 AZEK RAKE BD. 'W v / Cn o LLI0 W J W 6X6 MAHOGANY SS"R£ W R TIMBER BRACKETS t^ W CEDAR V , d J SHINGLES HBO 1 X12 O Q J J JSO.F.G.COLUMN Q� /CA $ BASE DECKI MAHOGANY // Z 544 G Y NG ONE }� CULTURED HEAVY DUTY SQUARE ( STONE CEDAR LATTICE IN EAST ELEVATION REMOVABLE FRAME SCALE: 1/4" = 1'-0" off I \7 TT 5/4X10 AZEK BOARD w/ 5-1/2"VINYL CROWN 1X8 AZEK 11 11HI Hill III RAKE BD. 18"RJR CEDAR TAMKO LAMARITE SHINGLES ROOF SHINGLES V-0"HIGH WEATHERBEST RAILING/POSTS .00, LL U) O � Z - - - - - = a u bXb MAHOGANY SX8 AZEK eu'v N V FA SC TIMBER BRACKETS IA BD. Q � HUG 14X14 SQ. F.G.COLUMN m w/CAP t BASE 6/4X4 - FLAT - n nn �n CASING - ❑��H L❑ al u LILL ❑�O �a�� I i I N I i 5/4X4 J7/ �N I MAHOGANY J7/ DECKING TIT i ) ` ��( � � ) HEAVY DUTY SQUARE') ) � �� � � CULTURED t �J �✓ CEDAR LATTICE IN J ``✓" ✓` / REMOVABLE FRAME - > "`'� -7"`>� �'�"" ;� _) )� .J, �_ �-) � � > _ _ �-� _ DRAWN: MH/MS tor II O RTH ELEVATION . : .4 JOB 4: SCALE: 1/4"=1'-0" �'�!°' r`°�l,.,� ��'.�.�>"�`,�r�� SCALE• 1 4" = 1'-0" ��T � -� " a� .n` ' November 10, 2006 / - } y SHEET NUMBER: Awl REVISIONS: REVIEW SET O9/23/06 BID SET 10/19/06 ADDENDUM 11/07/06 BLDG DEPT 11/10/06 - C STONE - -'' --- - CHIMNEYS . ,., TAMKO LAMARITEIt It ROOF SHINGLES M a M rv-1 -__ U v o0 - - _ - _ V) O d s c R., 5/4X10 AZEK BOARD w/' VINYL CROWN 1 E � FT LTY-LyTy AKE B � L f 18"RER CEDAR SHINGLES �.1 N TT Q 6X6 MAHOGAN W TIMBER BRACKETSLJ -� 6/4X4 __ SX8 AZEK W FLAT ASCIA BD. F- LASING HBO14X14 W W SQ. F.G.COLUMN w/GAP E BASE 3 - O z Q 5/4X4 � � 3: [MAHOGANY _ �/ -��� DECKING ��(. FLAIRED �� L.L^ cn WALL I.L. 1( �� CULTUMED� -� HEAVY DUTY SQUARE CEDAR LATTICE IN -X i REMOVABLE FRAME WEST ELEVATION C � SCALE: 1/4" = 1'-0" STONES , —CHIMNEEEL — - - / t- r AZEK BOARD - 5-1/2"VINYL CROWN 1X8 AZEK RAKE BD. ROOF SHINGLES O ri W - - — (n W z U 1X8 AZEK Q N FASCIA BD. 6X6 MAHOGANY it I I TIMBER BRACKETS- Hill IMBE �- `o�i B$G 12X12 Hill IIIII CE OUTDOOR s�� 40; < r`:•, -f s. SHINGLES - 6/04 SHOWER CAP BASE #, aW..r- FLAT ASING 3'-0"HIGH 5/4X4 - - - - WEATHERBEST MAHOGANY -- - 1 RAILING/POSTS bECKING - r DRAWN: MH MS Fit 1110111 � � ' ' STONE / ? --4� - ? - ? r �_ �- 4_ CEDAR LATTICE IN HEAVY DUTY SQUARE SCALE: 1/4" 1' 0" REMOVABLE FRAME JOB#' November 10, 2006 SOUTH ELEVATION SHEET NUMBER: SCALE: 1/4" := 1'-0" REVISIONS: REVIEW SET 09/23/06 BID SET 10/19/06 ADDENDUM 11/07/06 BLDG.OEPT. 11/10/06 swom � 4w 40' 14 1)1 ..,0 ,v ewe b N Ur� 35'-4" 56'-0" 32'-2" 14'-7" 9'-9" 5'F=:� r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -6" + II II I I � �j L II II I I C 25'-10" I I 11 I I y II II I I � \ ---------------------------------------------------------------- \ II II I I --------------------- ----------- --------------------------'- ,I I I i t I I I ' ii ii e' HI I I I 1 1 11 I I = I l I I I I \ , BEDROOM No. 2 I I 7'-10 CEILING HT. ROOF DECK I BEDROOM No. 1 ASPHALT BASE i � i �i fN 7'-10 CEILING HT. , SITTING ROOMui 7'-2"CEILING HT. U) I 1 1 1 11 _ _ _ _ _ _ _ _ _ _ _ -._ _ _ _ _ _ _ _ _ _ _ _ _ _ .- _ _ _ _ _ _ _ _ I r , I I r I \ O , l i1 1 1 1 1 -------- ------f ' ------ -----_----- II I I I � I I II o . ., _______________ _ N 1 m H 1 � Q 1 1 '' _ 1 1 I 1 Z 1 ; 1 I I .'. .'. I (BATH No. H ------------ o _ H -_ --------------- - - I W I 0' POWDER ROOM 1 =ATTIC I I I CL 1 I- J \ -J` - - - - - - - - - - - - - - - - - - - _ \ ` _ - _ - _ _ J .. a _ i a 6 71/2 - - - - \; _ BEDROOM No. 3 ---===-===- r ' ELECTRIC ' 7'-10"CEILING HT. - SERVICE 1 - N I 2 - FIREPLACE FOOTING i i - - - - - - - - - - r r N Y k'<ITCHEN DOWN LOPED CEILING ¢1 i / v ¢ ABOVE STAIRS) cM z 7'-110"CEILING HT. O -I- r , �s ; ON DER DE - a ON ] I I I N I N FAMILY ROOM W ' 7'-10"CEILING HT. US I I I QR 9X4 o - - - - - - - - - - - - - - - - - - - O nr O WELL „ -�- I N SEPTIC LINE No. 4 I i-------------------- BEDROOM - -1 ;-----------------------i I I I I I I I II 7'-10"CEILING HT. VA 3'-31/2" IS'-7 1/2" '" -• 3'-3" I I M M - - - - - - - - - - - - - - - - - - - - - MINING II o - - - - - - - - - - - - - - - - - - - � I ROOM O� x 7"'-10"CEILING HT. UP I I I I i i i I I I I II I I I I 20'-S" 29'-10" � 2ND. FLOOR PLAN 31'-1D" FOUNDATION PLAN � � >- SCALE: 3/16" = 1'-0' SCALE: 3/16" = 1'-0' Z w 1ST. FLOOR PLAN a SCALE. 3/16 - 1 0 N � � zu S. � Q N P- Nil NOTE: REMOVE EXISTING STRUCTURE. ALL DEBRI MUST BE CARTED AWAY. LOCATION OF NEW PROPOSED BUILDING WILL BE IN DIFFERENT AREA ON PROPERTY. FILL AND COMPACT GRADE: OF REMOVED STRUCTURE. INSTALL SILT SCREENING AND NAY BALES PRIIOR TO ANY WORK. BALES TO BE MAINTAINED DURING CONISTRUCTION. DRAWN: MH/MS ��.-i ='- • _�r.��-E', SCALE: 1/4"=1'-0,. JOB#: n, November 10, 2006 SHEET NUMBER: REVISIONS: REVIEW SET 08/23/C6 BID SET 10/1q/06 ADDENDUM 11/07/06 BLDG.DEPT. 11/10/06 4'-4" 17'-8" iq'-6" 40'-1 1/2" 14'-2" 3'-6" q'-q" q'-q" E 30'-11/2" 8'-0" 2'-0" F --------� �I' 1R ll8'-0" 1 G ____ ___, R.O.2'-8 1/4" 1'-11 3/4" G1 7' 0„ q' 6' „ V 14'-0" 8'-16" :' 8"THICK STAIRWELL"WALL -I-- - - - -_ t<'I; * ~ 3-2X8 ACQ GIRDER „ n , „ " ,' I 1 I I I I I I I I I I DRAIN TO LONNEC7 � ' ---- 22 12X�CONC PIER - :• 1 ' ' / o 0 1 4-1 T-3 3/4 UP 2T� R TO DRYWELL CONCRETE FTG. - - - �4 , 3'-0 BELOW GRADE IMIN) u I � `g = cV L(7NC.`SLAB r 7- /8"1 /-1 0 R.O. 3/8" o o m cn I ,, ' 2 1 ON UNDISTURBED SOIL I ' -.1 ' '•�• ' �,, �' , (TYPICAL) 1 1 I 1 1 1 1 I I I R.O!3'-2 3/8"x 5'-M/2" X 7 1/2" 1 \ / I - . - - - - - - - - - - - - - - - -� w x 12"a " 12 w x ir'a WINE CELLAR NOTES: 1 ' coNr_.PIER.' - conc: 1).PROVIDE CLIMATE CONTROL. STORAGE ENVIROMENT TO BE G2 ' BATH � � ' ; ; MAINTAINED AT 55 deg. F.AND 65% RELATIVE HUMIDITY. 3.-Sxr-4 uonc.PIER REINFORCED CONCRETE STAIR WALL S - 12X12 X2'-ONC PIER REF. 2 FLOORS TO HAVE RADIANT HEAT,INSTALL INSULATION BOARD o w/4'-OX2•-•4X1'-0 CONC ( p 1 PUMP BAR WINE w/2'-ox2'-oxr-o 'FTG.w/4-'r5 REBAR (SEE SECTION C-C) , fUl� H 2). FLOORS FTG. ' '' 3'-0 BELOW(GRADE(MIN.) DAMPPROOF EXTERIOR O SINK - PRIOR TO POURING SLAB. 3'-0 BELOW GRADE(MIN) I w 12' O° o ON UNDISTURBED SOIL WALLS TO BE ANCHORED INTO 2 1 I I ON UNDISTURBED SOIL � I 1 (TYPICAL) 1-, MAIN HOUSE WALLS w/#5 REBAR fn 3).DOOR TO WINE STORAGE TO BE MAHOGANY. PROVIDE INTER- "" r @12"OG AND AT FOOTING :; ( I I I I 2-0" 1'- 12'-1 1/2" 1'-5" = 12'_2" LOCKING BRONZE WEATHERSTRIPPING,DOOR SWEEP AND a M m I I I u I I o CONCRETE STAIRS TO BE BUILT x I w1 THRESHOLD.DOOR STYLE TO BE VERIFIED w/OWNER.GLASS N oy e I 6 0rn 4o I PRIOR TO BACKFILLING 'y I 2'-4" 8'-0" _ PANELS MUST BE DOUBLE-INSULATED.FRAME TO MATCH DOOR. o 1 N EXPANSI N--EJ f- �' u,l - s ' G ARCHED o DOOR TO BE 1-3/4 THICK WITH A SOLID GORE. _ G I I azt JOINT V _j .., ., c'i cn leuao o- I J' n 04 oLd WALK THRU r', 4). WINE RACKS N.I.G. °' O °O N gum - 5).WALLS TO BE FRAMED w/2X6 STUDS @ 16"OC. BOTTOM PLATE GARAGE 1 ! J I x1 TO BE ACQ AND FASTENED TO CONCRETE. 1-4X1-4 CONJL.PIER I'' , W i` i `,;.1 .,, i w/2'-OX2'-07X1'-0 CONC. - w ) ----- -' I I b .INSULATE WALLS w/R21 INSULATION PROVIDE 6 mil POLY ' rn , FTG.w/2- 5 REBAR -+ 16"TJI550 WOOD-I FJ @Sb"OC v~i 3'-o BELOW(GRADE(MIN) o I VAPOR BARRIER BETWEEN CONCRETE WALL AND INSULATION. 1 _,ON UNDISTUFRBED SOIL O d X I EXP NSION - 7).WALLS AND CEILING TO HAVE 1/2"MOISTURE-RESISTANT GYPSUM JOINT BOARD, SCREWED,TAPPED AND SPACKLED.WALLS AND CEILING TO __-_, \ w BE PRIMED. PAINT CEILING w/2 COATS OF BEN. MOORE PAINT. o 3-I- o 12"WIX 12"d : 8).INSTALL 1X4 T✓G CEDAR,VERTICALLY.USE STAINLESS STEEL a: I IER CONC.PIER FASTENERS.TRIM MATERIAL TO MATCH.DO NOT INSTALL BASE TRIM EXPANSION I �^ ♦ - I BEHIND RACKS. C3 1 ! I I REBAR JOINT Ln ---- (n P) -_-�_- - -3/4X16 ML FLUSH HEADER __ ``°}�, 3'-IX1-4 CONC.PIER I N q). FLOOR TO BE TILED. ♦ w/4'-OX2'-4XV-G CONC 4 1 I N I I 9L. u 1-4X1-4 CONC.PIER I - ' 12X12 CONC PIER i i i UP qT 16 @ 4-8' FTG-w/4-•5 REBAR 0 O - 04 p w/2'-OX2'-OXi'-0 CONC. I .t 3'-IX1'-4 CCONC.PIER , 7 5/ /- \ 3'-0 BELOW GRADE IMIN.)) �y FTG.w/2-#5 REBAR l o w/2'-OX2'-OXl'-0 U) w/4'-OX2' 4X1'-o conc 3- 1-3/4X16 ML FLUSH HEADER I - ♦ ON UNDISTURBED SOIL I "+ 3'-0 BELOW GRADE(MIN) ' CONCRETE FTG. I 12"w x 12 d --__---�_-_--_-_ --_-__a_ HEAVY bUTY - \O � U I �o ' I 1. I FTG.w/4- cn 5 REBAR - - m I 1 ON UNDISTURBYPI SOIL -- - 3'-O BELOW/GRADE(MIN.) IE J C STEEL HANGER _N r_-_-_, ON UN B---L_i c DISTUR ED SDI 3'-0 BELOW GRADE(MIN) 1 CONC P , ( ) f _ ON UNDISTLURBED SOIL - -- -----T�SUPPORT MIN.: -I 6X6X1/4 STEEL COLUMN ' 7375#II/5421 #dl 1 1 I -..1 L------� •": w/8"X8"BASE PLATE ON - .. - - - -- - -- _ - -- - --- - - - - - - - - - .. _ _ .. - - - - - - - - - - - .- - - - - - -. _ .. cn � ' 1 I I t I I � 4-2X8 ACQ GIRDER I ' -'----------------- -; I i �., O ENRAL - ' ��r - - - -- - - -� - - - - - - 1 - - - - --� 1 5-6 X 5-6 X 1-4 CONCRETE - -- - - FOOTING,REINFORCED w/ uj ---- "----"-"-----' I # m 2- 1-3/4X16ML FLUSH HEADER --------------------+ i I I r'' 5REBAR@q' O.C.00 (7MIN.) X w 1 . ' _ (� B I 1 „ 3 at 1 B E ------- , v ' I (TO VERIFY) 1 1 d- I _ I I W I J I I z 22'-4" i Q 8'p 7'x3'HOT TUB(6-8 PERSON) i i -- --, ' I -- --i 1-4X1-4 COWC.PIER - EL w/MOTORIZED RETRACTABLE DECK H ; ,W/2'-0Xz'-mxr'-o CONC. 0 I _____I, FTG.w/2-+'<5 REBAR - �01 " _ __ 30'-1 1/2" 8'-0" 2'-0" 2'-q" 8'-3' 2'-10 1/2 8-3" 2'-10 1/2 8'-3 2-q" Z ' SYSTEM TO COVER 1 1 I _ / 16 TJI550 WOOD-1 FJ @16'OG C7 I I w 1 1 I ' 13'-O BELOW GRADE(MIN) - - >, I I L- 'ON UNDISTUIRBED SOIL ; c�i7 16"TJi550 WOOD-1 FJ @16"OG ' xa I I DETAILS TO BE PROVIDED) 01 -- --• I `�' M bo x 1 40'-1 1/2" ~ N.LC• ' F=' w I O- I I I - 36'-O" 3'-0" ''^^ Q I I ) 1O c / L] 2X8 ACQ DJ HEAVY DUTY STEEL HANGER @I6"OC 1 I `" STEEL DECKING 0o I ,. _ _ I (x EXPANSION ' I TO SUPPORT MINIMUM: __ __ I -- -- -1 I `� JOINT I I 7375#II/5421 #dl SO THICK POURED CONCRETE FOUNDATIO 000 psi.HEIGHT AT q-0 l GENERAL EXECUTION -- ------------------ - ------ , -=0 = - _ - L. : _ _ _ _ _ _ _ 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS 1).QUALITY ASSURANCE: 1).EXAMINATION: d FIREPeACE 4- 1-3/4X16 ML FLUSH HEADER __ ' __1 TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON A). MANUFACTURER QUALIFICATIONS MEMBER OF THE STEEL DECK INSTITUTE. A), EXAMINE SUPPORT FRAMING AND FIELD CONDITIONS FOR COMPLIANCE WITH `-I- W 1-4X1-4 CONC. n °p -_ ___________, UNDISTURBED SOIL(MINIMUM 3000 CAPACITY). B).CODES AND STANDARDS:COMPLY WITH APPLICAPLE PROVISIONS OF THE REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS w/4'-'-4-4Xl'PIER -- 12 " fw/2'-OX2'-OXI'-0 CONC.'1 I w/4'-OXz'-4X1'-0 CONC , I CO C.PIER FTG w/2-K5 REBAR I �D FOLLOWING SPECIFICATIONS: AFFECTING PERFORMANCE OF WORK OF THIS SECTION. 0a FTG.w/4--#5 REBAR a DER 3'-0 BELOW GRADE(MIN) ! 3), EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFED AS PER SECTION R406 1).AMERICAN IRON AND STEEL INSTITUTE(AISI). D D D 2-'1-3/4X16 ML FL,US HEA 3-0 BELOW/GRADE(MIN.) ti, -�-- 0 ON UNDISTURBED SOIL 1 I C3 . ON UNDISTIURBED SOIL 7iJ' °p. °p• $-_ - - - - ING SOCIE ( NSI/AWS 013 STRUCTURAL WELDING CODE/ )a 220 COATED WITH OTUFFAN DRIE W TERROOINGOMEMBRANE(1W800L 37q 2768). 2) SHEETSEE). 2 A).PL ACETDECK IN ACCORDANCE WITH APPROVED PLANS. TY A"' °o _ - 3- 1T3/ X16� ' o INSTALL PER MANUFACTURE'S INSTRUCTIONS TO ACHIEVE 30 YEAR WARRANTY. 3).STEEL DECK INSTITUTE. B). DO NOT PLACE DECK PANELS ON CONCRETE SUPPORT STRUCTURE UNTIL CONCRETE bo c., 12"THICK' 2"THICK WALL, p • _ _ bX6X1/4 STEEL COLUMN 'x 16-1/xWALL oML FL R w/8"XB"BASE PLATE ON , C). EACH WELDER SHALL HAVE SATISFACTORILY PASSED A.W.S.QUALIFICATION TESTS HAS CURED AND IS DRY. II - - - - - 4).APPLY WARM-IN-DRI INSULATION BOARDS TO OUTSIDE WALLS AFTER MEMBRANE FOR WELDING PROCESSED INVOLVED AND IF APPLICABLE,SHALL HAVE UNDERGONE C). LOCATE DECK BUNDLES TO PREVENT OVERLOADING OF SUPPORT MEMBERS. o p. INSTALL 5/S TYPE-Xi 5-6 X 5-6 X 1-4 CONCRETE �16"wx12"dIS APPLIED. BOARDS ARE TO BE 2-3/8"THIC RIO .REVIEW INSTRUCTIONS RECERTIFICATION. CONC.PIER 1 ° GYP.BO.AT WALL I FOOTING,REINFORCED w/ I v`� - - --- - - - 5'-0" PRIOR TO INSTALLATION.INSULATE INTERIOR WALLS WITH Riq INSULATION. 3).INSTALLATION,GENERAL: 2- 1-3/4X16 ML FLUS ADER ' d #5 REBAR @ q"O.C. (7 MIN.)8 3/4'' v cn 1 1'-0" 5 2) D MATION AND OTH A).IN PANELS AND ACCESSORIES ACCORDING TO STEEL DECK INSTITUTE 11 DELIVERY,STORAGE AND HANDLING STALL DECK .o I- tifL y�q 1 CLEAN OUTS - 6'_O' ).PROVIDE 4"PERFORATED DRAINAGE PIPE AROUND PERIMETER OF FOUNDATION. A). PROTECT STEEL DECK FROM CORROSION,DEFOR ER DAMAGE SPECIFICATIONS AND RECOMMENDATIONS,AND IN ACCORDANCE WITH PLACEMENT N ,, U X GRAVEL TO GO OVER THE PIPE,ON TO THE FOOTER AND AT LEAST 10 INCHES DURING DELIVERY,STORAGE AND HANDLING. PLANS AND REQUIREMENTS OF THIS SECTION. ' ; I UP THE FACE OF THE VERTIGLE WALL. B).IF GROUND STORAGE IS NEEDED,STORE ONE END ELEVATED TO PROVIDE DRAINAGE. B).INSTALL TEMPORARY SHORING,IF REQUIRED, BEFORE PLACING DECK PANELS. - w Ix -I- -- in 3 INSTALL 5/8"TYPE-X 4'-0" PROTECT BUNDLES AGAINST CONDENSATION WITH A VENTILATED WATERPROOF C). PLACE DECK PANELS ON STRUCTURAL SUPPORTS AND ADJUST TO FINAL 6). PROVIDE RADIANT HEAT IN SLAB.ZONES TO BE VERIFIED PRIOR TO INSTALLATION. COVERING.STACK BUNDLES SO THERE IS NO DANGER OF TIPPING,SLIDING,ROLLING, POSITION WITH ENDS ALIGNED.ATTACH FIRMLY TO THE SUPPORTS IMMEDIATLY Y r,7 is o GYP. BD.ON CLG. (HOT WATER) u J r- o I RADIANT HEAT IN GARAGE SLAB TO CONFIRM WITH OWNER. SHIFTING OR MATERIAL. AFTER PLACEMENT IN ORDER TO FORM A SAFE WORKING PLATFORM. :o w I C). PLACE DECK BUNDLES ON THE BUILDING FRAME NEAR A MAIN SUPPORTING BEAM AT D).CUT AND NEATLY FIT DECK UNITS AND ACCESSORIES AROUND OPENINGS AND w :, ' ¢ 7).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. A COLUMN OR WALL. DO NOT PLACE BUNDLES ON UNBOLTED FRAMES OR ON OTHER WORK PROJECTING THROUGH OR ADJACENT TO THE DECKING. o I (FURNACE) � t cr w o I ALL SLABS SHALL BE REINFORCED WITH STEEL WIRE MESH.POUR SLAB OVER UNATTATCHED OR UNBRIDGED JOISTS. ENSURE THAT THE STRUCTURAL FRAME IS E). DO NOT CUT UNSCHEDULED OPENINGS THROUGH THE DECK WITHOUT THE r ti 12X12 CONC PIER I (� '" 2- 1-3/4X16 ML FL. HEADER w I - -SERVICE 6 MIL, POLYETHYELANE.INSTALL R10 RIGID FOAM INSULATION BOARD UNDER PROPERLY BRACED TO RECEIVE THE BUNDLES. APPROVAL OF THE ARCHITECT;REINFORCE OPENINGS AS DIRECTED. 16"w X 12"d w/2•-0x2'-0XV-O � CONC.PIER - ----- --------- - SLAB PRIOR TO POURING. ` CONCRETE FTC, W14X4 STE L GIRDER(8.03"w X 13.8"d) 'w in I 3).MANUFACTURER: 4).INSTALLATION, FLOOR DECK: I 3'-0 BELOW GRADE(MIN _ _ _ _ cn 8).INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 1). PROVIDE PRODUCTS FABRICATED BY UNITED STEEL DECK,INC; A).ANCHOR FLOOR DECK UNITS TO STEEL SUPPORTING MEMBERS BY ARC SPOT WELDS ON UNDISTURBED SOIL N I (TYPICAL) 1 oo I 6X6X1/4 STEEL COLUMN EXPANSION MECHANICALS, ) ) bX6Xi/4 STEEL COLUMN PLATE A WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE 14 HARMICH RD.,SOUTH PLAINFILED,NJ 07080 OF THE FOLLOWING DIAMETER AND SPACING OR FILLET WELDS OF EQUAL 'X w/8"X8"BASE PLATE ON w OX3-OX1 0£CONCRETOE JOINT REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE TEL.:No.q08-277-1617,800-631-1215 (FAX No.:qp8-277-1617 STRENGTH: I i = _ I 3-OX3-OX1-0 CONCRETE _ _ 0 1 AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL /8' 1 :r 3 - FOOTING, REINFORCED W/ o m 1). WELD DIAMETER MINIMUM VERBALS 5 - FOOTING,REINFORCED w/ _,___I__ cn n1 JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE 4). MATERIALS: 2). WELD SPACING:WELD EDGE RIBS AT EACH SUPPORT.SPACE ADDITIONAL WELDS � EXPANSION t_ #5 REBAR @ q"O.C. (MIN.4) I 04 ' I I Y w ---- - #5 REBAR @ q"O.G. (MIN.4) i i to I THICKNESS OF THE SLAB IN DEPTH. MAXIMUM JOINT SPACING SHOULD EQUAL A).SHEET STEEL FOR GALVANIZED DECK AND ACCESSORIES:ASTM A 653 ON AVERAGE OF 12 INCHES APART BUT NOT MORE THAN 19INCHES. iv j JOINT I I I `„ ; SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO STRUCTURAL QUALITY, MINIMUM YIELD STRENGTH OF 33 ksi(230 MPa). 3). MECHANICAL FASTENERS, EITHER POWDER ACTUATED OR PNEUMATICALLY o :, i i " , - _ o MORE THAN 16 FEET. GALVANIZING:ASTM A q24 WITH A MINIMUM COATING CLASS OF G30 AS DRIVEN,OR SCREWS MAY BE USED IN LIEU OF WELDING TO FASTEN DECK TO to 1 I ______ 4 DEFINED IN ASTM A 653. SUPPORTING FRAMING PROVIDED THEY HAVE BEEN SPECIFICALLY APPROVED. cov q).ALL BEARING CONCRETE PEIRS SHALL BE REINFORCED WITH#5 REBAR @ B).SHEET STEEL FOR DECK AND ACCESSORIES:ASTM A 611 WITH A MINIMUM 4). FASTEN SIDE LAPS AND PERIMETER EDGES OF UNITS BETWEEN SUPPORTS AT t --- o I i --� 1 12"OC AND AT FOOTING. HEIGHT LOCATIONS TO BE VERIFIED IN FIELD AND YIELD STRENGTH OF 33 ksi(230 MPa). INTERVALS NOT EXCEEDING 36 INCHES ON CENTER,USING ONE OF THE ! I I I a ---I_- s N ADJUSTED FOR DROPPED GIRDERS. L. DECK TYPE AND THICKNESS:AS SHOWN ON THE DRAWINGS. FOLLOWING METHODS: N D). DECK SHALL BE 3"X12"N LOK-FLOOR WITH A MINIMUM METAL THICKNESS OF a).#10 SELF DRILLING SCREWS 16°vi x 12"a bo (� 10).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES 20 GAUGE. b).CRIMP OR BUTTON PUNCH I CONC.PIER 1 x MECHANICALS: ARE TO BE INSTALLED OVER COP TERMITE SHIELD AND FOAM OR E).SELECT DECK TO PROVIDE THE LOAD CAPACITIES SHOWN ON THE DRAWINGS c).ARC PUDDLE WELDS 5/8 INCH MINIMUM VISIBLE DIAMETER, OR 1 INCH I I `n I to __W_14 48 STEEL GIRDER(8.03"w X 13.8_'d) - 3 - 3 - -WATER LLINE FIBERGLASS SILL GASKET. DRAWINGS AND AS DETERMINED USING THE STEEL DECK INSTITUTE CONSTRUCTION LONG FILLET WELDS. N ( LOADING CRITERIA. B). END BEARING: " I I 1 _ 1 E _ E OF SUPPORTING THE SUPERIMPOSED DECK ENDS OVER SUPPORTS WITH A MINIMUM END BEARING OF 1.5 r -- SEPTIC LINE F).THE DECK TYPE PROVIDED SHALL BE CAPABLE 1)..INSTALL (FURNACE) „ I 11).PROVIDE 5/8' DIA.ANCHOR BOLTS AT 3-O"O.C.AND W/I V-0' OF CORNERS, LIVE LOADS INDICATED ON THE DRAWINGS. ,INCHES. 0 � �- W INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A G ,WHENEVER POSSIBLE,DECK SHALL BE MULTI-SPAN AND SHALL NOT REQUIRE SHORING C). POUR STOPS AND GIRDER FILLERS:FASTEN POUR STOPS AND GIRDER FILLERS Z 0 N 2- 1-3/4X16 ML FL.HEADER `;' 1 MINIMUM 8"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO ) DURING THE CONCRETE PLACEMENT PROCEDURE, ) TO SUPPORTING STRUCTURE ACCORDING TO THE MANUFACTURER'S O H s "' Li BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. H).WHERE FIRE RESISTANCE RATED ASSEMBLIES ARE REQUIRED,PROVIDE UL-LISTED RECOMMENDATIONS. O -j _. W I UNITS.IDENTIFY STEEL DECK BUNDLES WITH LABELS BEARING THE UL MARK. D).FLOOR DECK CLOSURES:FASTEN COLUMN CLOSURES,CELL CLOSURES AND CL �S ' I cr 12X12 CONC PIER J W ,^ .. x w o '� w 12). PROVIDE 2- 1-3/4X11-7/8 ML FLUSH HEADER OF BASEMENT WINDOWS. Z CLOSURES TO DECK TO PROVIDE TIGHT FITTING CLOSURES AT OPEN ENDS OF _( � w/r-oxr-oxr-o I ¢ I c6 1 EXPANSIO -0 N 1 v J I CONCRETE FTG. 3 I eo o cn JOINT tr ® OPENINGS FOR WINDOWS ARE TO BE BOXED IN WITH 2X ACQ.VERIFY 5).ACCESSORIES: RIBS AND SIDES OF DECKING. FASTEN CELL CLOSURES AT CHANGES OF DIRECTION 3'-0 BELOW GRADE(MIN)_ I DJ COL cy ti 12'-8 3/4" I N do lb'-6 3/4" 18'-10 1/2" (n Q u OPENING SIZES WITH G.L.PRIOR TO BUILDING FORMS. PROVIDE AREA WELL A). POUR STOPS,COLUMN CLOSURES,END CLOSURES,COVER PLATES AND GIRDER OF FLOOR DECK UNITS UNLESS OTHERWISE DIRECTED. u) ti Q ON UNDISTURBED SOIL cO , -+ LEDGER BOARD ITO BE FASTENDED E- I eo (TYPICAL)! I x '� TO BUILDING WIITH TIMBERLOK® AT EACH WINDOW OPENING. FILLERS SHALL BE THE TYPE REQUIRED BY THE STEEL DECK INSTITUTE. Q I x 12'-0 3/4' I„ 15'-2 1/2" ' 1V-2 3/4" 8).MECHANICAL FASTENERS OR WELDS ARE ACCEPTABLE FOR ACCESSORY 5). REPAIRS: a) Z V a SELF-COUNTERSINKING SCREWS I I I I I WINDOW SILL HEIGHT BY OLYMPIC MIANUFACTURING 13). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE ATTACHMENTS. A). BEFORE CONCRETE PLACEMENT: 44"MAX. ( SCREWSS @ 32 0 ) BLOCKING AT 8-0 O.C.AND MIDSPAN. LONG PI 16"wX 12"d AND SUBSTANTIAL FORM OR THAT WOULD IER conC.PIER - 1 OR DE BE INSTALLED PRIOR 0 BACK FILL PROTECT FOUNDATION GENERAL: IMPAIR @ X ABOVE F1 2 C• � 1),INSPECT THE DECK FOR TEARS, DENTS OR OTHER DAMAGE THAT MAY PREVENT Q � ' ) OUN ' cl, 12".THICK ,. •- - _ - - L DECKING SHALL ALWAYS PROVIDE POSITIVE DRAINAGE.DECK TO SLOPE TO A CURBLESS EDGE, 4 WAOLLS FROM DAMAGE DU ING BACK FILL. 2). REPAIR TEARS,DENTS OR OTHEURAL R DAMAGE, CONCRETE FLOOR - - - - - - - - - - i _i _ _ _ _ ` ' WALL REBAR TOD BE INSTALLED WHERE A GUTTER WOULD CAPTURE THE RUNOFF.GUTTERS ARE TO BE CONNECTED TO 3). OBTAIN THE APPROVAL OF THE ARCHITECT. - - - 4_ DOWN SPOUTS WHICH ARE TO RUN OFF INTO DRYWELLS UNDERGOUND. DRYWELLS ARE TO R:O. q"x 4'-0 q/I6" AT WINDOW OPENINGS 15). BACK FILL MATERIAL SHALL BE FREE OF TREE ROOTS,SOD AND OTHER B). DETERMINE THE NEED FOR TEMPORARY SHORING OF DECK BEFORE CONCRETE PROVIDE REMOVABLE _ ESCAPE WELL TO BE CONSTRUCTED TH BE SO (MIN.)FROM ALL BUILDINGS. DECKING TO HAVE A SLOPE OF 1/8"PER RUNNING FOOT. R.O, 2'-8 1/4"x 1'-11 3/4" I I o I PAINTED GRATE OVER O 6x6 Aca OR PRECAST CONCRETE.PROVIDE - ORGANIC MATERIALS THAT MAKES THE FILL POUROUS. SCREENED PORCH TO HAVE A FLOOR DRAIN IN THE CENTER WITH FLOOR SLOPING TO CENTER. PLACEMENT. (SEE DETAILS 5 j : ESCAPE WELL DRAIN WHICH CONNECTS TO ORYWEL ALL LEAD COATED COPPER SEAMS TO BE SOLDERED.USE WHERE EVER NECESSARY TO PROTECT 2 WALL �o I o, I COMPACT THE SOIL AROUND,HER PERIMETER OF STRUCTURE TO REDUCE_ _ __I ti 5,_q„ ib). THE EPDM MEMBRANE AGAINST ANY POSSIBILITY OF PUNCTURE.LEAVE A NARROW EXPOSED TRANSITION C .r I d I SETTLEMENT. D low) ARE STRIP OF FLASHING ABOVE DECKING ALONG BUILDING WALLS.FLASHING TO BE 12"(MIN.)WIDE - I I 1 2XALONG WALLS AND IS TO BE INSTALLED OVER MEMBRANE WHICH IS TO EXTEND UP THE Us ACO GIRD Imo' ® 17). FINAL GRADE SHALL BE PITCHED AWAY FROM HOUSE TO ENSURE WATER RUNSSXB CONG PIER w/ Os AWAY FROM THE FOUNDATION.GRADE TO PITCH 1/2 INCH PER RUNNING FOOT WALL BEYOND THE FLASHING. CULTURED STONE - - - - - - FOR A MINIMUM OF 10 FEET AWAY FROM FOUNDATION. INSTALL PERIMETER DRIP-EDGE OVER EPDM ALONG ALL RUNOFF AREAS, DRIP EDGE IS TO BE f 24X24X12 CONC. FTG BENT AWAY FROM BUILDING INTO THE GUTTER.ALL SEAMS ARE TO BE SOLDERED. �,�*tip �c WATERPROOF CONCRETE SURFACE PRIOR TO INSTALLING MUD FOR STONE DECKING. +' 3 BELOW GRADE ON 6'-6" F 1 'j g ti t UNDISTURBED SOIL S 16'-5 1/2" 28'-31/2" 5'-3" E W PROJECT NORTH FOUNDATION PLAN p q'-6" 4'-6" 50'-0" 4'-0" SCALE. 1/4" = 1'-01 CONDITIONED SPACE: 1512 SQ.FT. � ' WINE CELLAR: 155 SO. FT. r DRAWN: MH/MS SCALE: 1/4"=V-0" JOB#: November 10, 2006 SHEET NUMBER: GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC, PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING A=4 REVISIONS: 143'-1 1/2" REVIEW SET 09/23/06 BID SET 10/1q/06 14'-0" $'-6" 22'-0" lq'-6" 28'-11/2" 12'-0" ADDENDUM 11/07/06 BLDG.DEPT. 11/10/06 7'4" T-6" 3'-6" q'-q" q'-q" 12'-1 1/2" 13'-7" 2'-5" 6'-0" 6'-0" 8'-0" 20'-0" V-0" r IJ J r TL 1 r J r f J r/_" ) \ J C ! ^ rJ/_'-._, \_. C !L ^ //_ -1 \ C-' ^' f./- 1 J C !L f J-"r-1 \_/ C_'! - '' f/_'r 1 \o •Cl_'!` ^' f/ E -------- 22'-0" 1 - / / F --------, J J 6'-61, 8'-6" 6'-q" 0 7'-10 1/:2" ' _ \ !`10'-0 1/2"_ ---4 2'-2 r12'-2 1/2 I 3 / ` / 2- 1-3/4X16 ML HEADER ' 2X6 CJ 2- 1-3/016 ML HEADER-\ _ -_ f f r .3�3GH.RA=WG- _ - klIGIi BAILIDtC�- y - _ _ _ _ _ _ _ _ _ c c I 1 I i i 3_.1=3/,4 I- d- VEADFB_i i x �� , cli OUTDOOR SHOWER W1 DRESSING AREA I I I I # z I I I (�" O I I 8'-0"X4'-6" ^iF O' '' 1 "J ` J ` l ,"J ` = 'J ' I i I , I I I N .-1 0 I I I I r-----� 11`.� _J111 r-----� I l,lz��� J . J� .�. r , l� `fl N i 1 1 , I I I i \ N I I I I 1 1 STEEL - PORCH ( J I J t J ( O rn 4'-6"X 4-6' COLUMN 0 I > 1 ' > - I i I I o I DN. 1 i i i i i v /^\ < V' ` ' r < t " 'H.D. BRACKETS DRAIN TO CONNECT \ - _ ` 1 UP 19 q I ti ^� I I I I ( TO DRYWELL (TYPICAL) I I I _- -1- ---- -� POST I -~ �„ � '-• `D x x 101 - - _ ---_-.«_.ease-= _ - I - - - - - - - - - - - - - - - - - - - - - - - - - - (� ( EMPERED) ; - - ARCHED OPENING PROVIDE RAKED 3- 1 3/4 H HEADER ABOVE- X16 ML FLUSH �- � ' 11-7/8 ML HEADER WALL AT STAIR I I c o0 I I POST 1 I I I z I \ -r _i - H.D.STL. HNGR. ABOVE / 16"TJI WOOD-1 FJ @ 16"OC -----------------� i J 3- 1,3/4X J 2X 12 ALL TO SUPPORT MIN.: 2X%CJ @I 6"OC I I I -I I '1 Q IQ I \ / ' 0 16 I I I ' 9'-0"HIGH --- - ` _ __ _ _ ti J ` 2752#11/1680#dl I I3- 1-3/4X16 ML FLUSH HEADERI I I I 1 I pl Q I i i , 1 z = O - , ' 12'-0 ---- --- 10'-0.1 w PLATE HT. ' �v --------- ------ I I I I I I I m I N I N I I 13 -- u _ " I I "'' ¢ V ti 1 1 Q �I ___ �'\ 16 TJI WOOD I FJ @16 OC I - - ." - - - - - - I 1 11 x a1 m ' N x ----- ar c ,1 ,t 2I I i = o0 0, I Cam— ] C ] C III =W �, �� ------- NoK11 .. 2 ___ _ ____ _ ' I = ti' m G I I Ia - - - - - - - I I - - - - - - - - - - I I - - - - - - - - I I I o w> ti ti w I BAT m J M J ) N m = �_J G I� I I DINING ROOM I I III I KITCHEN m c t.. = 4 w -r -^ w u I G RAGE I XI I o I COFFERED CEILING I I = o I W/p 0 m i RCHED WALK THR ~ m a ' ' a 'a �� I I W I II I I i t II < xf" N I I J I i'-t"HIr,H D ,CK AROV I I`n cc ix M a PANTRY ; N __ _ - _____ J _ I ' OVER Ilm I I B i I ~ I f-w I \I - " - --- - '� J a ---- - ` I ( v I eV I•r I ww , f I ao 2X ACQ DJ O \ o o I I I "' I \ m _ +/ 201 ��, J F E RATED GYPSU B ' MEMBRANE ON ,r I I'` I Ir ALL WALLS LET G I o , \ I EPOM MEMBR `T MUD ROOM r, 2-9-1/2 P1L , - - Q x x --------� ti -- ' BLT.UP SUB(FLOOR �� - I I� ® '" I I `r w I I a w a( FL. HOR. I a i OVER 2X8 CJ @16"QCx Ilbo III I II \ I� \ 17 4'-8 3/ " 14'-6 1/2" o v Q 7'-0" 0 2'-4" � 4'-11 1/ „ I3'-10 3/4" 3' 3/4" o ,_0„ � i ,t rr� 1 \ � r -------- rti F ~ m= ' I ---- --- ---- -' ' r L--,1 ., I 1 J m , - • , - 2X12 ALL -- ----- I--- - ----- -- - - - --------- - ry I I I I I I I I I I r+ \ _ @16'OCzs P I , I , I 3- 1-3/4X11-7/%ML HEADER I 12- 1-3/4X16 ML FLUSH HEADER I III x�-' m ARCHED OPENING I ; I' L -—-—- —-—- - - I \ --------- ----------- ------- _______1- .T- - - I I m I I — - - - - E N — - - 1 I I I I I 1 I I - - - - - - - I I REF. I 0 I - < r / 1. ,1 < I '- / - - p C I .-H --- --- -------r I I 1 I CV- � I ` , _ 1 0 I I I ABOVE I I I i N W ----- I ` I Q I I I i I I HUG 14X14 F.G. f ' I `--------- -------- ( t` l - - /� - - - - - - - - - - - - - - STEEL I 6 "' COLUMN w/ J J > J > \ N 1 G ---- -�-�--- - - - - - --�-�- --- I I I I I I 1 1 I OiA I �sf t •, 1 . , , 11 l . r Yyx t I 1 I I I ry \ 12X12 HBG COLUMN HANGER TO SUPPORT NHIN.: ti GAP I"BASE _ C, m F.G. COLUMN I - - _ 1 1-Af2£i1ED/4�fiBF QMEISiif L M -I I - _ I X m c� J _ J t w I I I o m m ' I I 928#II/691#di V ¢ I t w/CAP t BASE I --- - I-1 --- - - - - - -- I-I - - -- I o I 1 I \/ I ,l It i\ ,C ''77 ''77 ' N N. 1 , I I 1 1 I 1 1 , ¢ '7O / `J ^ J `J ^ r+ F F I F - I 1 ,' w ' rn 22'-4" / \= I \ ¢ -------- -------- - - - - - - - - - - - - - - - - - - - - - - - / .' - - - - - - - - - f,) -/ \ �< f ) -/ _ ti� i I I I I I I I I I` - I 12X12 SO. COLUMNS I I i I 12X12 SQ COLUMNS I i I _ _ _—_ CL -----------------------, I ON CUSTOM BLT-IN ON OUST M BLT-IN - ; ; ,' ``' 2- 1-3/4X14 ML HEADER - 2- 1-3/4 14 ML HEADER. - i - ' 3- 1-3/4X11-7/8 ML HEADER 3- 1-3/4X9-1/2 ML HEADER ; - 1-3/4X11-7/8 ML HEAD R ----- I I ' CJ— — — — — — — — — — — — — J — — — — — — — I I ' ---- ------ '. 6_Ou ,'J ` 1 ^ J i. • "J . _ 1 J , -J l J k W O -------i P05 ------ ------ 1 /_r JL\ ' f', �� 1L ' 1 -•L < ' / j ♦ < I , l a < / C / \ I / C I ," / l I LL- 1 I 1 B I I I I I t I -� �' - 10- - ' 1 1 I I ABO E ► ¢ I I J J cn J ( v w ------- ------ B ! ` �\ (y 1 y' �.' ( a `r (v 1 - 'ram ( l ` `r (V l ram ( O 'l t/ ` (- I �, ', r r` �. J"- '"" .. . .L.. . . . .(0.(1. ..ri.. f�... . . ...�,. ...I.. .. nnnnt) f� ... . .I�-�{�.. . . . .. . . . .fL _ �{�. . . .�.;. . . f�. . `� Q i II I I II I a a UP17Rq-1/2T /2X6DF#2 \ v \ t _ \ ' J ` i v `, \ ' ,i v `, \ ' J t t _ v `, " GOOOOfOO�OO�OOOO�°COOOOGODUUGGOOVOOU��OOOOOuOOO�UOOOUODRAIN� OOOOOOO�GO�O�_OOOIG�OOOOGU OOOOOOOOOOOVOOOO�UOOO GOOOUO , ,. INSTALL TRENCH DRAIN IN FRONT o CF-A _ _ _ OF GARAGE DOORS CONNECT WITH @ 7-5/8"+/- I " _`___ __ - J J 4"PIPE TO DRYWELL .1 I - a a LLJI J V . M ' i - ' , - , - / PAVER APRON TO R 4'-6"DEEP11= I I I I III = � J � -- `J - ` `, , , rJ < •, , rr O %'x7'x3 HOT TU8 I I J _ J _ J J -2X ACQ DJ pVE \1 R� I I . I i LIVING ROOM1 I I I \(6-8 PERSON)' ' EPDM MEMBRANE OPi 1 COFFERED CEILING I \ / \ \ f./_ \J " f �_ " y y " w y I I \ II I I I I II a - a I1I I = /_ " /_- /_" /_- J / Z \ ( < t t /��/r w/MOTORIZED -------- I ti I BLT.UP SUB It- = - - --- --- ''�r I g I I OPEN ti m .'1 I J / / / / ` / y 1..1� RETRACTABLE DgCK ; i I ;OVER 2X8 CJ CCalb"OC I I I I I I I I I , I I TO NTRY .; ORGH N J J STEM O COVER 1 bo .fl I I E I SYSTEM T 0 x II 1 I _ I II x x ., I I \ 2 1 3/ X16 ML FLUS HEADER( , ( ABOVE x i I I I \ I I / I r f r I I i I .'-� ' I I I I OST I I I I I .� .'-, ,' `^ < ' _' C,' - ' �'_ �' ` _ <',� , �: PATIO ON GRADE ' ._ < _' c ,l _� �= ( ` r-�, , �_ ( �_ - , �'' J I `t I BOVE I I \ \ \ \ I I \ r 1 - 1 m 1 \ t m m HBG 14X14 F.G. ( I ,i < i 4'-6" ' 8'-6" m T /2" -0" T-0 2' m � � i r. 3 1/ -6" COLUMN w/ I N y.J o LAP EBASE / / / N - ] - - - - - - - - - - C - - - - - - - - I l J / • JJ ) ^ 1 J ) J J ) JJ i a I I ------_ D IN I POSTI �� _______________________� I , I FLUSN HEAHTH ABOVE 12X12 CO 2 6 I ` < ' / < I / ` < ! _ ` - ( , , - _ _ _ I I I I 201 J J _ I -------- ----- w/CAP+ BASE / f , _1 3/4X16 MLFLUSH EADE I I -------------- I — — 177;7 -?X8 GJ o ° 0 O - > I I I77/ I I in r �1 ,1 DECK 1 / I o, BUILT IN I I / I J r J r 1 ) - I I I lii BOOK SH VES I POWDER ROOM / ------------------ 1 11 106 y UAL FIRE PLACE, , _ , _ - cn BUILT-IN SEATS I o f--" - DRIVEWAY. , 4X4X1/4 2- 1-3/4X14 ML HEADER YTUBt STEEL( 1 1 I N, - . :r A. COLUMN I , tv 2- 1-3/4X16 ML FLUSH HEADER I x 4-0= o TjTI WOOD-1 ET 1EICOC ti - -ram- m N LAUNDRY / ANTRY -3'-6 1/2"- N NOTCH FOR 1).PLATE HEIGHT AT 10'-0"UNLESS OTHERWISE NOTED. w I la I m - LOCKING DEVICE ' „ I16" I' INGLE NOOK I a• 2). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. \ I FJ @16"OC I I 4 `� 3). EXTERIOR SHEATHING TO BE 5/$"THICK FIR CDX PLYWOOD. _ _ _ _ _ _ _ _ 4 o m o \ 4). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE t - —— _ _ __ __ ' o `" 16"FLAIRED OUT WALL SCREENS RCH ( _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �" N I UP WALL q'-0"+/- Q BLOCKING AT 8'-0"O.L.AND MIDSPAN. " -0 1/2" I -�' FALSE HEADER(DEGORATIV ONLY) 4'-6 2'-6" 2'- in 13'-5" I PROVIDE RADIANT HEAT 5j.PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS I I IN KITCHEN AREA �` 4 OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS m 4 Q ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR I MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED W/3-1/2"X 1/8" ✓ .o- FJ @i "0 i I i THICK BOX TUBE STEEL POST. POSTS TO BE SECURELY FASTENED IN 0 PLACE WITH PLATES AND BOLTS TO STEEL BEAMS ¢ }g`r a Q I I � 1 I ; 0 4. ENCASE 4"OR O r' ' 1� I = I I o "' 16 TJI WOOD-I FJ @16 OC E SLAB THICKNESS, ____________�,;� eo N N m Q____, 6).UNLESS OTHERWISE NOTED ALL POSTS SHAL BE 4-2X4 DF#2 OR 3-2X6(MIN.). �- �'.iJ /`< I = J m I ., F WHICHEVER IS z LIBRARY 4 REVIEW PLAN FOR POST LOCATIONS. POSTS TO CONTINUE DOWN TO Z [ _ _ _ _ - _ _ (FAL3`E 13 AF1)- _ _ _ _ _ .o- FOUNDATION. r-I sO c=n I _ _ _ _ _ _ _ III N "' I I Q GREATER C� Z _ C6 13.STELBE,AM_ � II ----- -- - -----��I ' I a 4 4 Z O � ma's I I POSTS ABOVE 3- 1 3/4X16 L FL. HEADER I I ; I 4 7).ALL INTERIOR DROPPED HEADERS HEIGHTS FROM TOP OF FLOOR ARE TO a POST I I a `^ I I I MATCH WITH DINING ROOM(HEADERS.FALSE BEAMS TO MATCH COFFERED (n O ABOVE J I u- H I j I a TRENCH DRAIN AT GARAGE CEILING IN SIZE(BUILD TO(MATCH). w - '3 En Ld I N m 1 "' o _ I ~ 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE ^^`` < n In I , DEN I " o i w I APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING W Z U i "' I HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. S_ N q).ALL MULLS,VERTICAL OR HORIZONTAL,ARE TO BE PROVIDED WITH ti o b; i ' 3 x - - - - - - -( ALSE BEAM)_ _ _ _ _ _ _ _ 1ST. FLOOR PLAN 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. i i 1 i ~ I SCALE. 1/^II = 11-OI 10}.INSULATE ALL EXTERIOR AND INTERIOR WALLS.EXTERIOR WALLS r, 1 ' FJ @16"OC I _ I EN RY - o TO BE INSULATED WITH R21 INSULLATION.INSTALL OWENS CORNING m " m `° BATH No. 1 N \ /a "QUIET ZONE"NOISE CONTROL INSULATION IN ALL INTERIOR WALLS. ` r'a I I ,'i 1 N N m 1 POST 16'-1" .\., b'-0" 12'-q" .o W O o 5 m ' I I I N ABOVELa PROJECT NORTH 11).INSULATE FLOOR BELOW WITH BOTH R21 UNFACED AND R30 KRAFT- I i 2- 1-3/4X16 ML FLUSH H ADER I b E W FACED INSULATION TO ACHIEVE A TOTAL RATING OF R51. _ _ - =—=— LINEN °« cn N 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/9"SHEET ROCK. r - - 0 S10 / q © LIVING SPACE: 2965 SO. FT. i GARAGE: 924 SO.FT/ SCREENED PORCH:396 SQ. FT. ' STOOP LOGGIA:295 SO.FT. I D C -- --- - COVERED DECK: 915 SQ. FT. FT. I 1 ARCHED WALK-THRU: 162 SQ.FT. F `'°'• ��, �'v DRAWN: MH/MS GENERAL CONTRACTOR TO COORDINATE .� I MEETING WITH OWNERS FOR APPROVAL ('; '- F.xaz. SCALE: 1/4"=1'-0" OF ALL ROUGH ELECTIRIC, PLUMBING,AND i' �`'"'`` ` '� �"'� JOB#: HVAC PRIOR TO INSULATING AND SHEETROCKING November 10, 2006 vFa. SHEET NUMBER: 2' 11 1/2 11'-1" 2 %1/2" 3 3" 3' 3" 8' 0" 5 3" 8 1 1/2 4'-6 3/4" 7' 6 3/4" 3'-10 1/2" 1 6-10 1/2 11'-1 1/2" 11'-1 1./2 6' 10 1/2 � h 9'-6" 4'-6" 13'-b" 16'-q" 6'-6" 13'-3" 4'-0" 24'-1 1/2" 12'-0" 36'-0" Aw5 REVISIONS: REVIEW SET 09/23/06 BID SET 10/111/406 ADDENDUM 11/07/06 BLDG.DEPT, 11/10/06 117'-7 1/2" 16'-11 1/2" 24'-6 1/2" 5'-4" 24'-7 1/2" 10'-2" 4'-0" 28'-0" 4'-0" F -------- 10'-10" V-11/2" 10'-3" 13'-3" N-71/2" 5'-9 1/2" 5'-9 1/2" 5'-9 1/2" 3'-7 1/2" 4'-0" 4'-0" 1 0 '-0" 4'-0" 4'-0" V-0 1/2" 4) 0 8'-2-1/4" PLT.HT. ------------------------------------------- --- -- I 3-7 L (TEMPERED) (TEMPERED) ; C ; I ' ., WALL AN G ILI G .fl i i i i # ; i 0 A E 5 $" DN. i :a PLT.HT. ; GJ @16"OC ; ROOF POCKET ' ' e „ 1 e TY E- F RE A ED ' „ 4-10 2-3" SEE RO K I 1 7'-10-1/4" T-10-1/4 PLT. HT. O PLT. H . I I I o ; s+" y 209 ' PLT. HT. o PLT. HT. o PLT. HT. N ' ' PLT. HT. i BATH No. 6 , , BATH No. 7 a BEDROOMiNo. 4 ,-' N W W `" ti !N} --------------' ' O N 1 ; / I W W ' Q 2 ~I ________________ G, 4" T-0" - 8'-9" 2'-4" I ' 16'-3" 2 u, ,n a ` a , N -7 - ro ' Li LO POST -* o o w 111 Lij /2X10 DF#2 Cl @16"OC 36" ' TO RIDGE UP 3R ibT �' m m x ; *' k 2 o @6-3/16"VN H 9'-11/2" cVi �0 \ ,y UP 2R 16T G � H � MEDIA ROOM � Z G u - - m m m x i N @7-3/4 �X i. w ` , O i Z4 b O \ I `j' cn C r-------------------------------------- 1 1 iC y N 36" I �ti I I , tY1 ' O 'L V-3-1/2" S a bo DECK " ,�"' ' ; 1'- - 3'-0"HiIGH BLT.-IN DN ; FLOOR HT. ., ti I u I DIFFERENCE J N -" ' o ' LOOR HT. BOOIK SHELVESiN a I IFFERENCE , 'In i � BUILD FLOOR - BATH o. 5 ; SECTION UP SITTING ROOM - X m ti OVER LOWER .+ _ 3'-4" 5'-9-1/4 ; ; i ;BEDROOM No. 3 2X10 DF#2 .r v LEVEL FLOOR 5 s*ti \ \2 , s PLT. HT. PLT.HT. ' ' PLT. HT. I:E�N 210 o LJ @16"OG m� in rn -y 4'-7 1/2" 4'-4 1/2" "w 13'-1" -\+ ,=I CJ 16"OG ,�, m N HIGH RAILING PLT. MT. 12'-411" w N-� - 1 2 2'-0"cli \ \ 3- -3/4X7- /4 ML H DE r" tD (POST AB�E) ' I y O ® - 1 i i i i i i i i ' ROOF POCKET 8'-2-1/4" $'-2-1/4" , 1 `� ^�' \ c _______ SH. 'DN.1 , ; T PLT. HT. ROOF POCKET PLT.HT. ROOF POCKET Y Y ' -------- ------ B -__10-1/2"+/-PLT_HT-__ 0 5, nZ / ___ ` 4 Q W O 2 / x 1 ` ' BATH No. 4 I E _________. ' °" a ' Q ° eo o Fv- " i 6'-1 1/2" 5'-6" 5'-6"' 5'-6" 4'-0 1/2" F -------- ------ r^DECK _ W o N "' / 2X10 DE#2 CJ @16 OC 1 -4 � 0 2- V / J - - - - - -- - - - - - - - - V o �+ i LA_ O F- 27'-2" 12'-11 1/2" 3'-6 1/2" 6'-8" 4'-5 1/2" 6'-$" 4'-5 1/2" 6'-!�" 3'-6 1/2" O BEDROOM No. 2 210 # 2 z r+ CJ ib"OC \ OPEN w 76'-1 1/2" N 12'-4" N ' 9'-2 1/2" � TO '' O o' 4 \ BELOW 3 6 /2�10 DF_#�_ N tTI Ln `� 0 2: GJJ @ib"OC/ ti u1j N I \ 2'-O' N -0"HIGH RAING 6'-8 /2" 7'-1" N 1 - 33� 3/4X7- /4 ML H ER 14'-0 1/2" (POST BOVE) , 1 214 "' 1 14'-61/2" r.� PLT.HT. , 1 -------------------- n, I a 014 / El ' I OVERFLOW BATH: �y / - - - - - - - - - - - - - cli i 'k 1).PEVIEW AND INSTALL PER MFGR'S INSTRUCTIONS 1).PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. MAINTAIN CEILING HEIGHT i' FLAIRED WALL 'p1�'O�vQ` d�\ , a J PRIOR TO BUILDING BATH DECK FRAME. AT 9'-0"(FLAT CEILING). b"PROJECTION ,.7 P <' LAUNDRY / LINENS a 'y �<` '"' -� FLUSH HEARTH 2). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. TAPER UP 9'+/- ex �r 2).FRAMING TO BE BUILT w/2X4 CONSTRUCTION. �, 4 7N V-0" PROVIDE UNRESTRICTED SERVICE ACCESS TO THE 25'-10"9 , i PUMP,IN-LINE HEATER,ADJUSTABLE FEET AND 3). EXTERIOR SHEATHING TO BE 5/9"THICK FIR CDX PLYWOOD. CONTROL BOX. ¢ 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 3). DO NOT SUPPORT THE BATH BY THE RIM. OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ' < 4'-0 1/2" 2'-6" ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR 04 H.D. STL. HANGERS: 'N w # ' \ ' _ TO SUP R IN.:' \2 GJ @16"OC '' - - 4).MINIMUM 2"AIR GAP IS REQUIRED BETWEEN THE MIGROLAM HEADERS. DECK o 1483#I N # I END OF THE FILL SPOUT AND THE TOP OF THE 5). UNLESS OTHERWISE NOTED ALL POSTS SHAL BE 4-2X4 DF#Z OR 3-2X6(MIN.). x MASTER BEDEROOM .. BATHING WELL RIM. ' CJ @36"OC N REVIEW PLAN FOR POST LOCATIONS. POSTS TO CONTINUE DOWN TO ✓� i xl x A 5). PROTECT SURFACES AT ALL TIMES WITH A CLEAN FOUNDATION. DROP CLOTH OR SIMILAR MATERIAL.DO NOT SCRATCH ILL �� o ; THE SURFACE OF THE OVERFLOWING BATH. 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 2-2X10_DFX2 FL. HDR._ _ wI w APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING - -=, 6= - = J ; 6).UNIT MODEL AND COLOR TO BE VERIFIED WITH OWNERS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. N (STA RS 0 A IC) to 1 , �9+? ,, , c» SLOPE IN CLG. i 4 ' ; ; ; 7).ALL MULLS ARE TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS f° F` J I1 o T I 7). UNIT DIMENSIONS: �„ �____--______ 1 3s° (ATTIC STAIR) 1 w \ Q____-. ., UNLESS OTHERWISE NOTED. BEDROOM No. 5 # '' INTERIOR RIM: 94"X 31-1/2"X 24" ''`v ' ' I N L`IILL X 2ND. FLOCJR PLAIV INTERIOR BASE:60"X 25-1/2" 210 v OVERALL bIMS.: 103-3/4"X41"X26" 8).REVIEW PLAN FOR TEMPERED GLASS LOCATIONS. 211 x ; ' i i i UP15 9. o m i i -_- @ 7 $ / # N' cl, SCALE: 1/��i = 1�-OI 9).INSULATE ALL EXTERIOR AND INTERIOR WALLS. EXTERIOR WALLS 0 0 - ----- CJ @16"OC ' TO BE INSULATED WITH R21 INSULLATION.INSTALL OWENS CORNING q N 2-ql- 2 M FL.HDR. "QUIET ZONE"NOISE CONTROL INSULATION IN ALL INTERIOR WALLS. 1 3- 1- X7-1/4 m `° En J =i H.D..STL. HANGERS x N M ; ML HEADER Y-2" iv 13'-1" ' 10).INSULATE CEILINGS WITH R30/R30C INSULATION.ALL CATHEDRAL 2 L- TO;SUPPORT MIN.: (POST ABOVE) ° ,, 5 I— Z Q I 148.'3#II/1295#dl 2-2X6 POST SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF O z N r (TYP.) SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM ~ LLl 04 o Im m N 12'-�" N 4'-0" ; 6'-0 1/2" INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON CL OC ,y z rl ,y 42„ 3- 1-3/4X7-1 4 M HEADER E W PROJECT NORTH CATHEDRAL ROOF PARTS. N CR Y o �-I MASTER BATH �-I S N 211 Cn Q o g ¢-' x x E N 11).INSULATE FLOOR BELOW WITH R30 INSULATION. cn _w �' 2X10 DF#2 A 151 V > M',I ICJ @ib"OC ( T /2X10 DF#2 „� < F— CJ @16"OC 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. (V z U Y o BATH No. 3 W.LC. i- z to 2 fn tr1 i4 -' d N # `4 _ ' ' LIVING SPACE:355�SIQI. FT. L�1 ¢ 0 3 ��a / tea/ WALK-IN CLOSET ; GJ'@16"OG �n i i DECKING:321 S . ~ N ML HEADER - - - WDW. in '� (TEMPERED) PLATE (TEMPERED) SEAT X 0 1 I , 1 , 1 I � f'•.'Gr ��'� , �.gyp,,,`: �F�1 1 E 2'-11 1/2" 1'-6" 16'-0 3/4" 9'-5 1/2" 16'-0 1/4" 4'-5 1/2" 41'-6 1/2" V-0" 57-01. DRAWN: MH/MS SCALE: 1/4"=V-0" JOB#: November 10,2006 SHEET NUMBER: GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC, PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING A=6 REVISIONS: REVIEW SET 09/23/06 BID SET 10/1q/06 ADDENDUM 11/07/06 BLDG.DEPT. 11/10/06 <<)F I 4'-10" E ------- 2'-0"O.H. 6"+/-O.H. (MATCH SOFFIT) -------12------ 1-4"O.H. .�,., (TYPICAL) TY C L 12 I 1 ------------ -------------------- --------------- - --------------------------- - --'�.L�-- ------------ -----�-�----------- --� ' r-------- - -------------------- ---------------------------------------------------------- �- -------- ' I ----------- ------------------- --------------t--t'r -------------� -----------------^yes------------- --------------rl -- -- . r , 1' 4"O.H. -I x �Y i l i i I i i (TYPICAL) I / 2X10DF�RR@lb'OC '�'� _ __ ___ I 11� III �11 II u o 2 P/ ---------------------•---------------------- I #�- ------------------------------' ' 2 ' I I 12 Q I I <<L` ' ' \� ---- u --------- -- -- ----- 1 , I I 1 1 1[[ I ' < F --- -- I 1 SPLAY , aU _----- _---- Rf00F POCKET _ _ _ S' O.H.OH I w 1 I I w I I � � / 1 - KE i I �l1 III12 Ili 1 ' ' � 1z V-4' O.H. , T , I I x 1 I �Ii u ¢i1i 4.15III '/��� 1.1 IIIx I ' # O ✓ # O 1-I I ---- ---- (TYPICAL) I ~ ---- --- POST I I 12 t I I # l l N Ill# 1 TOtIDGE 8'IO.H. 1 - ----------------------- -- ------ a1' a' ------------------------------ Q ---- iI 1 0 -- -I-- I I ------------- -- - ----"-------------------------'------------------------------------- - 1 Ir---------------'---------- -l3- I ------------- -�1�' ______-__-_-_---___-__-__-______--_----________-___--__-___-_--____ � _ _-__-_____--__ ___-_-___ ___� �__-_____ Q --------------------------- '�_-____-_--__-_-_____ "O..-_-_# _ ______________________________________ -� --- -------------------------, •------- ----------- -� I 6"O.H. �,F. 1 _ _ _ I SPLAY ' I I I (I II I , `Q� , I 1 I i I I I X I, x X `t-'r I V , I I I I I I N N N ---------------- ---- ' ��' 1 1 12 1' ¢ u ¢'1' u I I I I 1 1 POST UP POST UP 1 1 (dj r\ I , 1 1 I , I I I I 2-9r '/4"MLTRIM R ______ , /2X10 DF#2 -�- - - - - - 1 12 - - i �1___ --------—i� - R� ' ;I' N # 12 N;I # i i N ( N l TO TRIMMER TO TRIMMER l N i RR( 16"OC ' RR @16"OC ; 3- 2X10 DF#2 TRIMMER 6X6 POS _ _ � ) ' 12 # .� # i t I 1 111 + I 1 0 ib.FJ o I I I ' .�.a Qmmj �": 11 112 1 I O U 11� Y I I O 1 I -�_�_��_-� _��_ - _---_�__----� TO ROOF i i I X 12 1 I l 0 1 F rl 2- 1-3/4X11-7/8 ML HEADER 1 1 TRIMMER 1 N 'cX.l X i ' , I I 11�, POST I I N N I I POST POST I , u 1 _ 12 _ _-I : TO RIDGE; ; 1 1 1 1 I , TO RIDGE 1 1 1 TO RIDGE, ; I C� o to 2-2X10 DF#2 TRIMMER I I C - ` --- '--- ' I N _ _ _ _ _ _ 2-q;ld4"ML TRIM R 2- 1-3/4)X14 ML RIDGE 2- 1-3/4X14 ML RIDGE I - G � � I I I I -.1 !,------------ ---- .1 `----------- ---- I I I �' `. 1 1 12 I ( 1 1 I I I , CS b I 1 I I I 1 I I I ' I D11 I I I I # ; I I 4 I I I I / N .','' �`,`, w ''' 1 1 12 2- 1-3/4X11-7/9 ML HDR 2- 1-3/011-7/9 ML HDR " 2_1-3/011-7/9 ML HDR I ; ' 1 I I _�_�-�- -�'_'�- - # O l i E ; i i i i p'.' i I I I 1 /i' ` 1 I ti 1 I I IW I I 1 1 1 1 // , `\``l�` N # O N ( # 12 I I I I ------ ' I 'SPLAYED I N j IS ,} 1 1 1 I 1 1 I C �YEBROW \ 1 I I i 1 # U L� ' I I I , I �. 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' I I I I' I 12 1 'II 1 I' I 12 1 'll II' 1 12 1 'I' I , I I I ti -- j l-r-------�- I I I I 1 i I 12 „/ 2XI O DF#2 1 X 12 X I L--------- - - - - - - - I N 4 N I I N 4 N' I N 4 N' I I I I N 12 I N I II ,It III III III III I 4 6X6 POST RR @16"OC , 1 �11, ' I I ; I 8"O.H. I I , TO ROOF 1 I I N�- _--- - �--'-N - - - - - I I i ' 12 - 1-t- - - ' I ---------------- ' L - -' 1 --------------- -------------•--- I ' - -+' - I 12 i------------------------------------HEADER---- ----------_-- --- ---- --- 2-q-1/4"ML I ,\ , ; # i ��----_- _F,-,,_- --�-l: �� ^_OOFP-C -T-----�� 12 `1---T ---- --- - f ----------------------------------! ' 1 ' i --- I I I I @J ROOF POCKET, R POCKET ROOF 1 1 1 -- POST �, �-------------------- Im------------------------------------------------------------------------------ ---; ' [,--SPLAYT v , SPLAY ------------------------- POCKET ' 1I w----------------------- TO RIDGE I ------ ----------- i 3-q-1/4"MLTRIMMER - -------------- ' II ; `------------------------------------------------------------------------------------------------------- i O 2-2X10DF#2TRIMMER ------ --------� •---- -_ _ _ - •-----_----_-- -_-- -_ - - --' _ � `--------------------------------------------------------------------------------------------•---------------- 1 , - - -2 -__..t, - I1 ----------- -----------------------� 1}� ' 1 I I 1 ; �- D . I W I� ; ; I 12 ;w ; o I I ; O , I I Q I I I , W I I:� I # i ' ' ' V-4"O.H. ' Q. Q Q p 12 Q RR @16"OC I ' ' L`' w s� w E ----- --- (TYPICAL) V- ' L1, l W I I ' ' I J , I = I I O, 1 , = I 2 i O I I ' , PLAYED ' I J I I p I , , I J i I I I � I 1 I� I I � i , � 1 I 1�� I : ' ' YEBROW 1 ; ; ; ; J .t 1-3/011-7/9 ML RIDGE '� F I C 2X10 DF#2 RR @16 OC I x I x I /Iv ! `------ -------' `___2C ___, I \ 1 II I I -------- F----------- -- I '1 I 12 ' , ' .-I I , K L o 1 cV M / 2 10 DF#2 l s i I i cr1 i �SPLAY 1 I ;RR @16@16"pC "' 1 I ,t1 _ LN _2-2X10 DF#2 TRIMMER _ _ _ IL _ - _ - 111 - i 1'-4"O.H. ",`�;- (TYPICAL) 12 ---- D i i 4X6POST I � _ _�_---_------ --_-- -_----_----12---- ; - 1 PST 3- -1%4'�N�LTRIMFfER -------------� ; 12 TO ROOF # HEADER TO IbGE 1 I , I - , _---_-_ __2__ZX_IO.DF_2 rFiZMMFR__ - - - 1 SPLAY 1 # r - _ ------------- ;RR --------------- --- - ' ' 9). PROVIDE ICE AND WATER BARRIER AT ALL VALLEYS, HIPS, RIDGES AND ANY PROTRUSIONS i @lb"OC i i ' I , i , i � � 1).INSTALL TAMKO LAMARITE COMPOSITE SHINGLES AS PER MANUFACTURE'S WRITTEN 1 I SUCH AS ROOF TACKS CHIMNEY ' 0 FZ1 17CRICKET ' - I I 4'-10" INSTRUCTIONS.USE WITH ALL REGOMENDED ACCESSORIES BY MANUFACTURE WHERE EY OPENINGS... -------'---'-- =gL4_N]J TRTNi)gg=--` - ' ' APPLICABLE.FOLLOW INSTALLATION INSTRUCTIONS FOR HIGH WIND INSTALLATION. `- ---+ ' 1 ,' q).INSTALL ICE AND WATTER BARRIER AROUND PERIMETER OF ROOF.UNDERLAYMENT I i - -;�----------------- - '----'--, --------------------' ----- ------ SPACE it ----------- ------- S '-'' I ''� 2).SHINGLES TO BE INSTALLED OVER UNDERLAYMENT BY SUPPLLIER ON 3/4"THICK TO LAP TO BE MIN.2'-0" INSIDE STUD-LIVING --�Q- ------- -- --'--------------- - o i U ' b v CDX EXTERIOR GRADE FIR SHEATHING(AS RECOMENDED BY MANUFACTURE). ' ; X 1 ; 40'RADIUS UNDERLAYMENT MUST BE CLEAN AND DRY PRIOR TO INSTALLING SHINGLES. 10).ROOF POCKETS TO BE PITCHED AWAY FROM BUILDIfNG, MIN. 1/8:12 PITCH.FRAME i I 1 ; 2 ;1 `^ i SPLAY WITH 2X6 @16"OC WITH 3/4"CDX OVER.FRAMING TO BE SUPPORTED WITH JOIST 1' 4"O.H. �' 4 N 12 - _ ' �v HANGERS ATTACTHED TO A 2X6 LEDGER BOARD(BOLTED TO HOUSE)AND SUPPORTED _ 3).SHINGLES SHALL BE STORED AT 45deg.F.OR WARMER PRIOR TO INSTALLATION.USE (TYPICAL) �~ t-- L- - -- ---' 2-9-1/4"ML TRIMMER-�- TT- METAL WHERE EVER NEEDED.FLASHING TO BE MIN. 26 ga.THICK. ON THE OPPOSITE SIDE WITH 2X4 KNEE WALL. POCKET TO BE PROTECTED WITH , '/ //' \� , i 2X10 ICE AND WATER BARRIER OR EPDM. FLASH UP SIDE WALL MIN. 1'.INSTALL LEAD # RR 4). 1/2 ROUND GUTTERS TO BE INSTALLED WITH DOWNSPOUTS.ALL WATER RUNOFF COATED COPPER OVER UNDERLAYMENT MATERIAL. f ^ 1 RR @16"OC 1iJ ; ; 12 i THELBUBILD BUILDING. TO DRAIN PIPE WHICH IS TO RUN INTO DRWELLS AWAY FROM 11). PROVIDE VENTING AT ALL RIDGES AND HIPS. @llD , I 1 ' 3X4k11, �� �� i i ; __________ ___ ----------_--�1 ______---_ m 5).ALL FRAMING MATERIAL TO BE#2 OR BTR.DOUG. FIR UNLESS OTHERWISE NOTED. 12).PROVIDE 1X9 AZEK FASCIA AND RAKE BOARDS.EXTERIOR TRIM TO BE SIMILAR 12 J # - SPLAY --````, 1LG PVC MATERIAL.ALL MATERIAL TO BE INSTALLED PER MANUFACTURER'S WRITTEN IRR @16"OC 1 I p 1 INSTRUCTIONS AND PAINTED. C-iylprrY'0J 12 x ; t2 b).PROVIDE 2X6 COLLAR TIES AT 16"OC. DECK i ' "OC C 1'3j ; I m i ' i u �Q i ' 7).UNLESS OTHERWISE NOTED ALL POSTS SHAL BE 4-2X4 DF#2 OR 3-2X6(MIN.). A "' i i Ft(�@1 4X11.,/8MC i .', ; i 12 # uo # q� �Q F0� i i I A 1X9 AZEK NIp C ET 1 1 I @) ' 12 x. �T , 1 -a I 2X6 PLATE r Y,o J bc ��` 1/2 RND. 2X6 PLATE COPPER 12 `L ��e ,' i --------- ---------- -- i 12 lk+� GUTTER iXb AZEK 2X 2X10 RIDGE i 10 /2X10 DF#2 1 ------ CORAVENT y ; i PLAT , j RR @1b"OC -1 i i --- , S-400 pLgTE � � I ,SPLAY \ SX6 Et CB VENT STRIP FLOOR JOIST ---- --- o ----- --- ---2-•-2X1-0-0F#2 RIt4MEfR-r i _ POSE SADDLE 1 "r✓� ' I ,'�'� TIG AZEK ,c I ., , �- , cl ; ROOF PLAN -------- TORIbGE , 12 �j�y I I iv /4XSOAZEK_ I I I 1 ------- --------- ----------- I 1 I 1 5 O ------- O --- PROJECT NORTH p z z C1 1 1 1 1 p 1/4" ^ i E W I i i ' i I DSO i i 5-1/2"VINYL SCALE. 1/`711 = ll'OI L I SPRUNG CROWN ROOF / SOFFIT DETAIL N �- , 1 15'-4 1/2" Q 1 1 I I ' l"' ' I W I 1 I I .9 I _ O - -� - - _ '—� _ _ _ � I o � Q = / 2XSODF#2RR@llb"OC i ----------- v i i i ---- --------------------------------------- SCALE. 3/4" = 11-011 < F- I ' 12 I dx' I 1 1 I I I 1 Z u c\n - '----- 21_I-1/4"ML TRIt�M�R _ _ -- � Lp - I -� I Q N -off 2X10DE i -, 12 I I I I RR @16"DC I I I ,I 1 III, ; 12 ' I 3-2X10DFI#2TRIMMER -1---- - - - - -+--- - -`-- ----------------------- --------------,��_ POSIT I I SPLAI� , I 2-q-1/4"ML TRIMMER -- ------ i-- ----- -- -----} L - ------ --------------------� TO§ibG� :--------------- --------------- I ----- ------ 1-1 L -------- - ------ ------ - - -- 7 Q i ' I I I � _/ 2X10 DF#2 RR @ib"OC SPLAY I i I ' ' ' I I I I I u 4'-10" 2'-0"O.H. # ' ; 4'-10" -- �SPLAY 12 --- -------- D ;------- DRAWN: MH/MS SCALE: 1/4"=1'-O„ a..."��... JOB�. "v November 10, 2006 �` ` SHEET NUMBER: REVISIONS: REVIEW SET 09/23/06 BID SET 10/19/06 ADDENDUM 11/07/06 BLDG.DEPT. 11/10/06 AV 4'.a mu, �.@& !+0 vs TONE FACED o CHIMNEY N 12 r, 12 - U �o RIDGE v 7 VENT RIDGE VENT - ML RIDGE C `C v 1-3/4X14 1-3/4X14 aG ML RIDGE L 12 1ti9 -- - RIDGE VENT (CRICKET) Q 2X6 COLLAR TIE 2X10 DF#2 2X6 COLLAR TI �. 12 �r1Q @16"OG RR @16"OC p0 1-3/4X11-7/8 > ML RIDGE TKO RIDGE VENT 12 EYEBROW DORMER 12 ��C� LAMINATED 3/4"PLYWOOD 4 �/� 2- 1-3/4X14 E5_ J •.s RIBS @ 9"O.C. R @16 OG ML HEADER 2- 1-3/4X14 �rto Oc SPLAY @ �` 10 Zx1O�F#2R ML HEADER 1 'AQ CRICKET 1p SPLICE TOGETHER 12 2X4-- ( ( ( O� ( ti PLATE ROOiF RAFTERS 3/4"SUBFLOOR j6'* _ PLATE ( c t� l c ( t ( # I 2X10 DF 2 GJ @16"OC j 3/4"SUBFLOOR 2X10 DF 2 COT @ib OC S Z ! ;) ( t ( ( ( ( ( # > ( > t ( t t 2X10 DF#2 CJf @ib"OC 2- 1-3/09-1/2 2X10 DF#2 3- 1-3/09-1/2 ML RR @16"OC w/2-5/9"STL. FL. PLTS 5/8"GDX SHEATHING ML HEADER ♦W STAIR CONTINUES O WALL STU2X6DDS 2 v�1 n INTO BEDROOM @ ib"OC �1 - WALL TO SPLAY OUT CEILING �J o 6"FROM EXTERIOR WALL _ �I O I m Y HIGH WEATHER BEST 6 3'-0"HIGH i' = m RAILING OVER t Q Q 5/4X4 MAHOGANY 3'HIGH RAILING ` ;� WERAILING ST INSTALL LEAD COATED COPPER ❑ INSTALL LEAD COATED COPPER Q V(MIN.)UP SIDE WALL AND 1'(MIN.)UPSIDE WALL AND W ---I'(MIN,)ON DECK OVER CUSTOM ❑ V(MIN.)ON DECK OVER !r1 O ICE WATER BARRIER EPDM LIGHT HOUSE 2X1O ICE t WATER BARRIER/EPDM V NEWEL POST LEDGER O 3/4"SUBFLOOR ' 3- 1-3/4X14 _ 2X6 ACQ TAPERED SLEEEPER 3/4"SUBFLOOR lbi"TJI550 WOOD-1 FT @16"OC S — - W ML HEADER 2X12 Df#2 RR @16' OG EPDM TORCH DOWN ROOFING —PITCH AWAY FROM HOUS W14X109 STEEL BEAM 16"TJI 550 WOOD-I @16"OC - cn (RADIUS CUT) 1/4"AC SHEATHING C6X13 STEEL BEAM @16"OC --- COfFERED CEILINGa 3/4"TAG SUBFLOOR 2X AMDJ OVER ) 3- 1-3/016 EPDM MEMBRANE ON ML HEADER 2- 1-3/4X14- TO 3- 1-3/4 X11-7/8 BLT. UP SUB FLOOR 3- 1-3/4X16 ML ARCHEED HEADER ML HEADER LEVEL LL FURRING NG W ML HEADER OVER 2X8 CJ @16"OG 25'RADIUS(NON STRUJCTURAL) LEVEL OUT CEILING UNDER iXb BEAD BD o RAIL o DROP 14X14 HBtG - 12X12 HBG F.G.COLUMN F.G.COLUMN 12X12 COLUMN ® /CAP BASE w/CAP t BASE w/LAP BASE ❑ CUSTOM LIGHT HOUSE A I NEWEL POST I 3/4"SUBFLOC)R 3/4"SUBFLOOR 2X8 ACQ " ) ( J ( ) ML FL HEADER , a a a a OC < 0 � �5/4X4 MAHOG 4- 1-3/ X16 16"TJI550 WOOD-I IFJ @16 OG ) ) t 2X ACQ 4"PT PLYWOOD OVER � u U u - - ,t W34X109 r 2-2X8 GIRDER 2-2X6 ACQ 4-2X8 ACQ ; ; e P STEEL GIRDER �e,D W14X48 STEEL GIRDER STEEL U°p WALL TO SPLAY OUT FL.GIRDER I I 2-2X8 J J �. PLATE p 3"N-LOCK 20 GAUGE SILL PLATE °P,•° °pa• � -� r-, ( � ,°�a PLATE � 6"FROM EXTERIOR 0 2-2X6 AC Q SILL LATE ��, STEEL DECKING w/ F.G./FOAM e q a• F.G./FOAM SILL SEAL q a o Ao o° 6"POURED CONCRETE µ ,' SILL SEAL 1 , ° 6X6X1 4 STEEL COLUMN '1 ERMITE SHIELD °d COP-R-TEX TERMITE SHIELD °- a, - %, COP-R-TEX I I 16X16 CONC.PIER 4;a'. d° i da•o' w/ X8 BASE PLATE ' r c w/24"X24"X12" o CONCRETE PIER I 1 CONC.FTG.ON 12"PC FOUNDATION 6 6X / STEEL COLUMN �' ` ep , eD UNDISTURBED SOIL 6X6X1/4 STEEL COLUMN 10"PC FOUNDATION DAMPPROOF EXTERIOR Dee r—� °p �, > 10"PC FOUNDATION X 1 4 C N ' D w/8X9 BASE PLATE pe DAMPPROOF EXTERIOR ; �D�'4 CONCRETE PIER CONCRETE PIER w/SXB BASE PLATE oq DAMPPROOF EXTERIOR 1 (3' MIN. BELOW GRADE) e 16"w X 12"d CONCRETE PIER 4,4 I I o Q `1 _I _---`1 11 :°.,pa'.a„p+ n. a a a, a G.°b•a vVd p�,`�- °Va p ,V a. a a, a a o, pv•°oa�r cG 11 P:o Pcd•�`p"�v'>.o�d ro.;o 9�q.c�`oc.o'd->0 '��•:p ece•p�•oc.a'r v 4"CONCRETE SLAB 4 CONCRETE SLAB e a - o __-___-_______-_--____-__-_________________________________ ___, __-__ e ___ ______________________________ 20"X12"CONC. FTG. 24"X12"CONC. FTG. 36X36X12 CONCRETE FTG. 36X36X12 CONCRETE FTG. 20"X12"CONC. FTG. O¢ 5'-6 X 5'-6 X V-0 CONCRETE FOOTING w/2-#5 REBAR w/3-#5 REBAR w/#5 REBAR @ 9"O.C. w/#5 REBAR @ 9"O.C. w/2-#5 REBAR w/#5 REBAR @9"OC(MINIMUM 7) (MINIMUM 4) (MINIMUM 4) 0 , Z 0 z SECTIONB-B SECTION A-A = Q_ :) SCALE: 1 4" = V-0" / / SCALE: 1 4" = 1'-0" ? (n ? • N Zu L Lr) Q N ef- h- DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: !_1I,e November 10,2006 0�,• SHEET NUMBER: f+ J ��.�f REVISIONS: REVIEW SET 09/23/06 BID SET 10/19/06 ADDENDUM 11/07/06 BLDG.DEPT. 11/10/06 &W Wes% „✓ 2'_0„ (MIN.) (MIN.) z'All 12 12 Q �r a In STONE \CHIMNEY, J)� }s U RIDGE VENT '� RIDGE VENT RIDGE VENT 18"CEDAR PERFECTION 1-3/4X14 MICROLAM RIDGE ,L SHINGLE ROOF - 1- /4X1 ML ADE 2- 1 3/4X 4 ML qEADI CHIMNEY l r 2 1-3 X11 /8 HEA ER - 1- 4X1 7/8 L HE DER L FW WN 0 WIN OW P lELS PAN LS � � ) � ) ,) C- ) ) P, �A Pi � P. � ,) � Q Q Q � � � C-( l 2X10 DF#2 CJ @16"OC LAM. PLYWOOD RIBBED LAM.PLYW OD RIBBEDLi L� RAFTERS @8"OC RAFTERS @8"OC _ RADIUS TO MATCH DOOR RADIUS TO MATCH DOOR � I FL)IRIEV Ot JT WALL WEATHERBE T - /r r /i r r r r r/ ji LJ Cn VHIGH (6'PIR TI N) RAILING 2- 1-3/016 J ,J 2X30 DF#2 U) Z ladRR @16"OC O 5/4X4 MAHOGANY DECKING ML FL.HDR. H OVER 2X ACQ TAPERED SLEEPERS SPLAYED 2/ 1-3/ 2- -3/ / O I- 3/4"5UBFLOOR �J ROOF r ML L. HD ML L. HDR. 0 EPDM ROOFING w/FLASHING OVER 1/4"AC+3/4"TrrG SUBFLOOR ON C6X13 STEEL BEAMS @16"OC I COFFERED CEILING COFFERED CEILING ML HEADER 16"TJI 550 WOOD-I FJ @16'OC 2 I 1-3/4X16 ML�FL. H R. 111 = 3- 1-3/4X1 ---- � � ML FL. HDR.. HEAVY DUTY CUSTOM I I HEAVY DUTY CUSTOM MAHOGANY I 3- 1-3,4 X T6—M-L- MAHOGANY BRACKETS BRACKETS I DROPPED ADER (A CHE RAD.) � I I ` f I 4"THICK CONC. SLAB TO BE FLUSH w/TOP OF STAIRS 2 SLATE ILO FOR OVER ML FL HDR. A':e G e C 3/4"PT PLYWOOD APERED 2"SLEEEPERS 2ML FL/DR b ° 8"THICK -- 4 =�•�e-- -- - <?-- __ - 49 "-s- - �� _- -- ="-a,e'--- - '• ,p-- - - �_ '-s- - - - 3/4"S BFLOOR WEATHERBEST CONC. .e a ONCRETE d° � � )J ) �� ) �) �' 3' 0"HIGH o 0 LJ �J ` ` ( � WALL J RAING STAIRS ° W14X48 STEEL GIRDER % 16 TJI 550 WOOD-1 FJ @lb OC 11" D GRADE 1W14X48 STEEL GIRDER aQ ° po;a 3"N-LOC 2 GAUGE oP, 4°°p GRADE D o.oP STEEL DECK NG w/ ,,o� 3- 1-3/4X16 3- 1-3/4X16 CONCRETE X 12"d ® ® 4 cDa' 16"WIDE X 1 "DEEP SILL PLATE �D o STAIR WELL: ML FL. HDR. ML FL. HDR. 2-2X6 ACQ CONCRETE PIER 6"POURED C NCRETE C•D. ® ® ,D. oa _ CONCRETE IER F.G./FOAM as- 8"THICK CONCRETE WALL d° d'° 4 16"WIDE X 12"DEEP SILL SEAL 'a° ° I REINFORCED w/ ' 12"PC FOUNDATION ° D COP a,a i #5 VERTICLE REBAR @ 12"OC 'e D D a,° CONCRETE PIER a a 6X6X1/4 E L COL e ;a DAMPPROOF EXTERIOR 10"PC FOUNDATION a c TERMITE SHIELD '�a a I #SHORIZONTAL REBAR @ 12"OC w./8X8 STE ,�._< DAMPPROOF EXTERIOR .°° - 6X6X1/4 S E L COLUMN °p w/8X8 STE L BASE LATE ; WALL TO HAVE 12"X12"PIER MIDSPAN a a a a oD CONCRETE STAIRS TO BE BUILT a a o , OUTSIDE WALL TO BE DAMPPROOFED 16"W X 12"d 4:o' a a I 12X12 CONC. PIER 12X12 CONC. PIER I a CONCRETE PIER o ` •,p 4"CONCRE E SiLAB `� •°� .a,° I PRIOR TO BACKFILLING .D p I DRAIN 4„CONC.SLAB a 4"DIA.WEEPING TILE . a -w/6"(MIN.)GRAVEL 36X36X12 CONCRETE FTG. 24"X12"CONC. FTG. � Q w/#5 REBAR @9"O.C. w/3-#5REBAR --------- ------ ------'---a 0 C.1 (MINIMUM 4) 20"X12"CONCRETE FOOTING 36X36X12 CONC. FTC. DRAIN PIPE _ � } w/2-#5 REBAR w/#5 REBAR @ 9"OC (MINIMUM:4) TO D YWELL O HLi TO CONNECT Z SECTION D-D = SECTION C-C �, Q SCALE: 1/4 - V-011 SCALE: 1/4" = V-011 z LO Q N ti DRAWN: MH/MS !_ °r :, i €No• t,. SCALE: 1/4"=V-0„ JOB#: November 10, 2006 SHEET NUMBER: Am9 REVISIONS: REVIEW SET 09/23/06 RIDGE BID SET 10/19/06 VENT ADDENDUM 11/07/06 BLDG.DEPT. 11/10/06 1-3/4X14 ML RIDGE -- -- RIDGE VENT 2X6 COLLAR TIIE @l b"OC ElTO O n4,j wrr 2 ML HEADER/2 Op� 2RR@16 O` 2ML HEADER4 sOc 2y #. 2- 1-3/4X14 2X10 DF 2 RIDGE VENT 1 RR @ 16'OC ML HEADER RIDGE VENT 2- 1-3/ 14 ML RIDGE BEAM �►a®� a 3/4"SUBFL00'R l ) ( ( 2X10 DF#2 LJ @16"OG 2- 1-3/014 ML RIDGE BEAM 2X8 DF#2 CJ @16"OG Qqp1Pn Q' ( � n cA C P+ n A INSTALL 2-2X4 LEDGER BOARD ` 1 , f EYEBROW FASTEN w/3/A DIA.THROUGH 2X8 DF#2 GJ @16"OC 2X8 DF#2 ICJ @16"OC DORMER BOLTS w/@ WASHERS NUTS 2X8 DF#2 GJ @ib"OG El � o � 1 N 71 i i U- H i i H a 'o ® 3RAILINGH STORAGE ROOM �- a M n 3/4 SUBFLOOR 16"TJI550 WOOD-I FJ @:16"OC BUILD OUT FLOOR �p FOR DOORWAY ENTRANCE o Z 3/4"SUBFLOOR -+ IL LE:i COFFERED CEILING 2- 1-3/4X16 ML HEADER w/3/4"STEEL FL.PLT, ( l ) ( ( ( ® aG M (ACT.:W14X26 STEEL BEAM) q-1/2"TJI230 WOOD-I FJ @16"OC 3/4"SUBFLOOR 2X 10 @16"OC C U b VERTILLE CEDAR 16"TJI550 WOOD-I t I 2- 1-3/4X16 - 2- 1 3/4X16 2- 1-3/4X16 BAY WIN OW T?=G SIDINIG FJ II 1 LANDING / ML FL.HDR. -;- ML L. HDR. ML FL. HDR. 2X6 CJ ° 1 N - PROVIDE 5/9"TYPE X ARCHED ' ' WALK a i- FIRE RATED GYPSUM BD. 3/4"SUBFLOOR 3/4"SUBFLOOR THRU o i=' ON WALLS GEILIN =3 RAKED WALL TO CODE O < < 16"TJI550 WOOOD-I FJ @16"OC .!, 16"TJI550 WOOD-I FJ @16"OC ( < < t 2-2X6 All SILL PLAT AT STAIRS F.G./FOAM SILL SEAL c_3 ° 2-2X8 4- 1-3/4X16 o OP-R-TEX TERMITE SHIELD _% W PLATES ML GIRDER t^ U 2-2X6 ACQ SILL PLATE W14X10q LD,. S TE ON CRUSHED GRAIVEL(COMPACTE ) -J 4,° V , F.G./FOAM SILL SEAL cn STEEL GIRDER a.�,' ,, v r..'. r' �1 a 4'COP-R-TEX TERMITE SHIELD D' °D - 'e a e �J ,a'o e ' 4' THICK CONCRETE SLAB � D � 10"WIDE 10"WIDE D`p 10"PC FOUNDATION ep%,a REINFORCED w/STEEL o H ° V-0"DEEP V-0"DEEP °° 0,4 WIRE MESHING OVER MAINTAIN 3'-0"BELOW GRADE -' TOT co CONC.PIER CONIC, PIER a '--`--`-``'``-`---`-``-````------- a >, COMPACTED GRAVEL STEP FOOTING(SLOPED GRADE) ------- `» ...1.. 10' PG FOUNDATION ! 2'-0"WIDE ;° a ° IAMPPR00F EXTERIOR °D 1'-0"DEEP �D• 20"X12"CONC. FTG. a o. CONC.PIER w/2-#5 REBAR a Q� uj ( °D G a o a a e a a NoS nv4 4" 0 LAB •� vex � , , � � •p•ve" - — I • _—__—_._____ 20"X12"CONC. FTG. W 1 I"� � w/2-#5 REBAR SECTION G-G. u w SCALE: 1/4" = 1'-0" I-It Lill 111111 1 1 1 1 11111 Hill IL j I I I I I 1 11 1 1RIDGE VENT � L_ T�l 11 1 F I I I I 1 19-1 11 1 2- 1-3/4X14 RIDGE VENT ML RIDGE 2'- 1-3/4X14 12 12 ML RIDGE 3•S La16"O 6 B 2- 1-3/4X14 MICROLAM 3"0 ROOF VENT 3"0 ROOF VENT 3"0 ROOF VENT 3"0 ROOF VENT 3"0 ROOF VENT 3"0 ROOF VENT X6 COLLAR TI # OVER 12 0� 2X8 DF 2 CJ @16"OG 12 @16"OG -�q.X'L- - 2- 1-3/4Xi6 MICROLAM 4 #2RR@16 O` 2- 1-3/4X11-7/8 ML 4�� C 3/4"CDX SHEATHING SANDW# ----- - Zl AND AT CHED ENDS BETWEEN 3 3 3 3 3 3 __Zlll6� 2X8 DF 2 GJ @ 16"OC _ MASTER BATH BATH No.3 LNDR/LINENS BATH No.4 BATH No.5 BATH No.6 � ® 12 FASTEN BEAM SYSTEM WITH 1/2"DIA.GALV. i Q@ 12 THROUGH BOLTS WITH ;�0� WASHERS AND NUTS AT 1 1(4 1 1/4 1 1/2 1 1!2 1 1!4 1 1/4 1 1/2 1 1/4 1 112 1 1l4 1 114 1 112 �+ 'TO 16"O.C.,STAGGERED 1 1/4 1 1/4 1 114 1 1/4 1 114 1 1/4 2X4 BRACING 3"FROM TOP/BOTTOM ,'/ ' PROVIDE \` `` @16"OG LAV. LAV. W.C. LAV. C LAV. ' LAV. a LAV. WEATHER STRIPPING ` 6•. p AND DOOR SWEEP _ O W.C. W.C. W.C. 1 ON DOOR ' " C- 2X4 GJ W.M. LEAD COATED COPPER FLASHING ROOF,f'OCKE I II SHO ER SHO ER SHO ER SHO ER SHO ER SHO ER OVER ICE WATER BARRIER ON (STORAGE ROOM) �` BUILT-IN BOOK SHELVING - @16"OC OR ATH OR ATH OR ATH OR ATH OR ATH OR ATH SLOPE AWAY ! F---BUI------- ----- 1.- 3/4"CDX¢2X6 @16"OG ,- FROM HOUSE ® m I w7 I' THIC Z C.O. 2X6 WALL/BLOCKING ''(MIN. 1/9, - ' " ' - PITCH) ® 3/4"SUBFL OR "----_------ 2- 1-3/4Xq-1/2 ML FL. HDR. 2 g 3 2 1 1/2 3 11144, 3 2 2 3 1 1/4 TO BE ADJUSTED FOR _ 111230 WOO _ _ 12 2 1 1/4 1 1/4 1 1/4 —��C.O. 1 114 C.O. C.O. I --�I C O SOFFIT HEIGHTS TO MATCH C.O. 3 6X6 HEAVY T g 3 3 - MAHOGANY R TS_ 3 3 1-q" - Q 1 22X4 KNEE WALL 16"TJI 550 WOOD-1 FJ @16"OG (n BATH No. 1 POUJDER RM. LNDRY/PNTRY KITCHEN MUD RM. BATH No.2 in 0 Z 0 z Ld 1 1/4 1 1/4 1 1 l4 = O 11/2 11/4 1112 1114 11/4 11/2 �- 1 1l4 1 1l4 1 114 PROVIDE 5/8"TYPE-X STAIRS: (n _ LAV. e LAV. SINK SINK LAV. 3" UP 19R qT 1 FIRE RATED GYPSUM BD. W.C. W C. W.C. F.A.I. N SHO R E D.W. WM SHO ER w ON WALLS CODE LING iF- @ +��8 -- Q = OR ATH OR ATH 11 (J C.O. 1 1/2 C.O. lt7 6• I I I - 1 1/4 3 2 ( 1 1/4 3 1 112 2 I C.O. 1 1/2 2 3 1 1/4 IF- ---------a 0 3/4"SUBFLOOR ULL C.O. C.O. � 3 3 3 j C.O. � � -�,� ( 16"TJI550 WOOD-I FJ @ib"OG I. 3 3 3 , C) 12' DEEP ° O O CON . PIER ° D oP �a. �a• 2-2X6 All SILL;PLATE F.G./FOAM SIE SEAL 10"CONC. �,n o; e 4"THICK CONCRETE SLAB 2-2�6 ACQ SILL PLATE aD ;° 4.o COP-R-TEX TERMIT)E SHIELD 4 FOUNDATION REINFORCED w/STEEL F.G./FOAM SILL SEAL a�,. I,< _ , _ PD.• ; ; WIRE MESHING OVER COP-R-TEX TERMITE SHIELD in 10"PC FOUNDATION I n R �I COMPACTED GRAVEL p DAMPPROOF EXTERIOR � 1 �+i , N 1 Lam/ I ' ® C� SCHEMATIC 4"C.0 SE TIC VEDSYST "C I I I I d >PSLOPE" 1/4" PER FOOT PITCH TO DRAIN HOUSE SEPTIC SYSTEM 20"x12"COMIC FTC. 12"DEEP TRAP w/2-#5 FREBAR , 4 a I I CONC.PIER I N.T.S. a °q 4„CONC.SLAB ------------ 'D i ,_',.'!"'r. .~�,,•�`,° e.•=,, a, c ------------ -------------- - ----------------------------------- - -------------�i ------------ ;� j r DRAWN: MH/MS ------------ -------------------------------------------------------------------- I 20"X12"CONC. FTG. w/2-#5 REBAR a 1 SCALE: 1/4"=V-0" ., JOB#: ~��''�� /�"�° November 10,2006 SECTION F-F SECTION ESE fdaz SHEET NUMBER: SCALE: 1/4'I = 1'_01' _ �_ SCALE. 1/4�� - 1 0 Am10 REVISIONS: REVIEW SET OS/23/06 BID SET 10/19/06 ADDENDUM 11/07/06 BLDG-DEPT. 11/10/06 WINDOW SCHEDULE EXTERIOR DOOR SCHEDULE LOCATION: SYM.: MANUFACTURER: CATALOGUE NO. DESCRIPTION: GRILLE: JAMB: NOTES: LOCATION: SYM.: MANUFACTURER: CATALOGUE No.: DESCRIPTION: GRILLE: JAMB: NOTES: WUDHT3212 TRANSOM 2WiH DEN 100 MARVIN WSFD12069 OXXO SLDG. FR. DOOR 2W3H 6-q/16" DEN, DNG. RM. A MARVIN <OVER> 6-q/16" 3" MULL BETWEEN UNITS WUDH3226 DOUBLE HUNG 2WiH MUD RM., NORTH ENTRY 101 SIMPSON 7081 (IG) 3/OX7/0 SGL. DR. 2W2H 6-q/16" MODIFIED w/ GRILLES 8/4" OAK SILL INGLENOOK B MARVIN WUDH301$ DOUBLE HUNG ZWiH 6-q/16" BATH No. 1, BATH No. 2 C MARVIN WUDH2O14 DOUBLE HUNG 2WiH 6-q/ib" GARAGE 102 SIMPSON 70$1 3/OX7/0 SGL. DR. 2W2H 6-q/ib" MODIFIED w/ GRILLES STANDARD SILL BATH No. 1, LNDRY. PANTRY., D MARVIN WAWN2828 AWNING (VENTING) 2W2H 6-q/16" BATH No. 1 2 WINDOWS TO BE TEMPERED 1/4-3/0-1/4X7/0 MODIFIED w/ GRILLES BATH No. 2 ENTRY 103 SIMPSON 47g0 (IG)-70$1 (IG}-47g0 (IG) ENTRY DOOR w/ SIDELIGHTS iW3H-2W2H-iW3H 6-q/16" 8/4" OAK SILL b� 2WiH VERIFY 3" MULL BETWEEN UNITS 3 MULL BETWEEN UNITS w . LIBRARY E MARVIN 2 - WUDH3229 DOUBLE HUNG (SPLAYED WALL) WUIFDT2016-WUIFDT6016-WUIFDT2016 TRANSOM NONE-4WiH-NONE '®®►'ii®�'e�m ENTRY � POWDER RM. TO BE VENTING DINING ROOM 104 MARVIN <OVER> 6-q/16" 3" MULL BETWEEN UNITS ENTRY, POWDER ROOM, WUIFD2069 O-WUIFD6069 XXR-WUIFD2069 0 STAT DR.-DBL. FR. DR.-STAT DR. 1W3H-2W3H-iW3H GARAGE, MUD RM. F MARVIN WFELP2436 OVAL WINDOW 2W2H 6-q/ib" STAIR WINDOW TO BE TEMPERED WUIFDT2016-WUIFDT6016-WUIFDT2016 TRANSOM NONE-4WiH-NONE MUD RM., GARAGE G MARVIN WUDH3226 DOUBLE HUNG 2W1H 6-q/16" LIVING ROOM 105 MARVIN <OVER> 6-q/16" 3" MULL BETWEEN UNITS GARAGE H MARVIN 2 - WAWN4$2$ AWNING (VENTING) 4W2H 6-q/16" 3" MULL BETWEEN UNITS WUIFD2069 0-WUIFD6069 XXL-WUIFD2069 0 STAT DR.-DBL. FR. DR.-STAT DR. iW3H-2W3H-iW3H 30deg., 18" PROJECTION: LIVING ROOM 106 MARVIN WUIFD3069 XL SINGLE FRENCH DOOR 2W3H 6-q/16" KITCHEN I MARVIN CUSTOM BAY WDW. TRANSOMS: V-5-3/8" HIGH <OVER> 2WiH-3WlH-2W1H 6-q/16" PROVIDE CABLE SUPPORTS WCM2040L-WCMP4040-WCM2040R 2W2H-3W2H-2W2H AND HEAD AND SEAT BOARD GARAGE 107 CLOPAY RESERVE COLLECTION 8X8 OVERHEAD DOOR (SEE ELEVATION) 6-q/16" PROVIDE ELECTRIC OPERATOR w/ REMOTE KEY PAD STAT DOOR HEIGHT TO BE ADJUSTED BY MFGR. TO r� INGLENOOK J MARVIN 2 - WUDH3019 DOUBLE HUNG 2WiH 6-q/ib" 3" MULL BETWEEN UNITS BEDROOM No. 2, BEDROOM No. 3 108 MARVIN WUIFD2070 0-WIAFD6080 XXR-WUIFD2070 0 STAT DOOR-DBL. ARCH DOOR-STAT DOOR 2W3H-2W3H-2W3H 6-q/ib" U N MATCH LEG HEIGHT OF ARCH DOORS CUSTOM TRANSOM V-5-3/8" HIGH TRANSOM 2WiH MASTER BEDROOM 109 MARVIN WUIFD5069 XXL DBL. FRENCH DOOR 2W3H VERIFY (SPLAYED WALL) P KITCHEN K MARVIN <OVER> 6-q/16" 3" MULL BETWEEN UNITS WCM2040 R CASEMENT 2W2H BOX IN 2X AGQ FRAME IN CONCRETE tj " `� z L' BASEMENT 110 THERMATRU FC65 LER 3/OX7/0 SGL FIBERGLASS DOOR 3W3H 10" FOR DOOR MASTER BATH L MARVIN WCM2440 L CASMENT 2W2H 6-q/16" TEMPERED GLASS aG CUSTOM SCREEN TRANSOM / PANEL: 3'-0" WIDE X V-8" HIGH TRANSOM <OVER> 3WlH MASTER BATH M MARVIN WCM2440 S CASEMENT 2W2H 6-q/16" TEMPERED GLASS PORCH iii - MAHOGANY FRAME w/ BRONZE SCREEN 3'-0" WIDE X V-10" HIGH DOOR15 _ 6-q/16" PROVIDE STORM PANEL u MASTER BATH N MARVIN WCM2440 R CASEMENT 2W2H 6-q/16" TEMPERED GLASS MASTER BATH 0 MARVIN )WCM2440 2W LR CASEMENT 2W2H 6-q/16" TEMPERED GLASS MARVIN DOOR SPECIFICATIONS: SIMPSON DOOR SPECIFICATIONS: LOW-E II GLAZING w/ARGON, DESIGN PRESSURE UPGRADE (WHERE APPLICAPLE), LOW-E GLAZING, DESIGN PRESSURE UPGRADE (WHERE APPLICAPLE), MASTER BR. CLOSET P MARVIN WUDH2416 DOUBLE HUNG 2WiH 6-q/16" TEMPERED GLASS 1-1/9" WIDE SIMULATED DIVIDED LITE (SDL) w/ SPACER BAR, 1-1/8" WIDE SIMULATED DIVIIDED LITE (SDL) w/ SPACER BAR, BATH No. 6, BED RM. No. 3, ATTIC Q MARVIN WAWN2429 AWNING (VENTING) 2W2H 6-9/16" 6/4"X4" FLAT CASING, PRIMED INTERIOR AND EXTERIOR. 5/4"X4" FLAT CASING, PRIMED INTERIOR AND EXTERIOR. HARDWARE FINISH (INCLUDING HINGES) TO BE OIL-RUBBED BRONZE. HINGES TO HARDWARE FINISH (INCLUDING HINGES) TO BE OIL-RUBBED BRONZE. HINGES TO BATH No. 3 R MARVIN WUDH2416 DOUBLE HUNG 2WiH 6-q/16" TEMPERED GLASS =DOORLATCH BE 4X4 AND ADJUSTABLE. BE 4X4 BALL-BEARING. BEDROOM No. 5 S MARVIN WAWN2828 - WCM2856 L - WCM2856 R AWNG. (VENING) - CSMT. - CSMT. 2WiH-2W2H-2W2H 6-q/16" 3" MULL BETWEEN UNITS DOORS SHALL HAVE BEIGE WEATHERSTRIPPING AND BRONZE SILL. ALL LOCKS TO BE KEYED ALIKE WITH MARVIN DOORS ALL LOCKS TO BE KEYED ALIKE PROVIDE COMBINATION STORM AND SCREENS w/ GHARCOL ALUMINUM SCREENING BEDROOM No. 5 T MARVIN 5 WCM2856 LLLRR CASEMENT 2W2H 6-q/16" 3" MULL BETWEEN UNITS PROVIDE COMBINATION STORM AND SCREENS w/CHARCOAL ALUMINUM SCREENING FOR ALL DOORS FOR ALL DOORS 2'X3', V RAD. 1/2 CIRCLE w/ SPRINGLINE GENERAL CONTRACTOR TO REVIEW AND CONFIRM ALL SIZES AND GRILLE PATTERNS. ATTIC U MARVIN RT2 ROUND TOP PICTURE WINDOW 2W2H 4-q/16" GENERAL CONTRACTOR TO REVIEW AND CONFIRM ALL SIZES AND GRILLE PATTERNS. SUPPLY WINDOW LIST WITH SHOP DRAWINGS ON ALL WINDOW ASSEMBLIES TO INSTALL MARVIN DOORS AND RT2 2'-4"X3'-6", 14" RAD. 1/2 CIRCLE w/ 2W2H WINDOWS WITH MARVIN SILL GAURD SUPPLY WINDOW LIST WITH SHOP DRAWINGS ON ALL WINDOW ASSEMBLIES TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING. W ENTRY (2ND. FLOOR) V MARVIN <OVER> SPRINGLINE 6-q/16" ARGHITEGT FOR APPROVAL PRIOR TO ORDERING.3" MULL BETWEEN UNITS 1 INSTALL PER MANUFACTURER'S U) TE WGM2856 L. - WCM2856 S - WCM2$56 R CASEMENT - CASEMENT - CASEMENT 2W2H-2W2H-2W2H � WRITN INSTRUCTIONS. BEFORE INSTALLATION, VERIFY OPENINGS ARE PLUMB, SQUARE AND OF PROPER VERIFY WRITTEN WITH SILL GAURD!!! STORE DOOR PANELS FLAT ON A LEVEL SURFACE IN A CLEAN DRY STORAGE AREA. DIMENSIONS AS REQUIRED BY MARVIN. SITTING ROOM, 2ND. FLOOR HALL W MARVIN IWCM2436 2W LR CASEMENT 2W2H 6-q/16" CONDITION DOORS TO LOCAL AVERAGE HUMIDITY BEFORE HANGING. ASSEMBLE AND INSTALL DOOR UNITS ACCORDING TO MANUFACTURER'S INSTRUCTIONS 0 Lu AND REVIEWED SHOP DRAWINGS. _ D SITTING RM., MEDIA RM., BATH No. 7 X MARVIN IWCM2432 2W LR CASEMENT 2W2H 6-q/16" TEMPERED GLASS OVER SITTING RM. � MEDIA RM. STAIRS INSTALL A SILL NOSE SUPPORT BLOCK UNDER SILL IF THE EXISTING OPENING BEFORE INSTALLATION, VERIFY OPENINGS ARE PLUMB, SQUARE AND OF PROPER SET DOOR SILLS IN FULL BED OF SEALANT, INSTALL BACKING MATERIAL, AND SEALANT w DOES NOT EXTEND OUT' FAR ENOUGH TO SUPPORT THE SILL. FABRICATE FROM DIMENSIONS AS REQUIRED BY MARVIN. AT HEAD, SIDE JAMBS, AND AS SPECIFIED BY MANUFACTURER. MEDIA ROOM Y MARVIN WUDH2420 DOUBLE HUNG 2WSH 6-q/16" v TREATED LUMBER AS SIUGGESTED. APPLY A GENEROUS AMOUNT OF SEALANT ASSEMBLE AND INSTALL DOOR UNITS ACCORDING TO MANUFACTURER'S INSTRUCTIONS DO NOT USE EXPANSIVE FOAM SEALANT!!! W cn BED RM. No. 4, MEDIA RM. Z MARVIN 2 - WUDH3226 DOUBLE HUNG 2W1H 6-q/16" 3" MULL BETWEEN UNITS ALONG UNDERSIDE OF 1fHE SILL AS SHOWN. AND REVIEWED SHOP DRAWINGS. INSTALL ACCESSORY ITEMS AS REQUIRED. H SET DOOR SILLS IN FULL BED OF SEALANT, INSTALL BACKING MATERIAL, AND SEALANT MASTER BEDROOM Al MARVIN WCMP6072 PICTURE WINDOW 4W4H VERIFY VENTING w/ HIDDEN SCREEN (SPLAYED WALL) AT HEAD, SIDE JAMBS, AND AS SPECIFIED BY MANUFACTURER. PROTECT DOORS FROM DAMAGE BY CHEMICALS, SOLVENTS, PAINT OR OTHER w * DO NOT USE EXPANSIVE FOAM SEALANT!!! CONSTRUCTION OPERATIONS THAT MAY CAUSE DAMAGE. 0- a MASTER BEDROOM B1 MARVIN WCMP4072 PICTURE WINDOW 2W4H VERIFY VENTING w/ HIDDEN SCREEN(SPLAYED WALL) INSTALL ACCESSORY ITEMS AS REQUIRED. *PROTECT SILL FROM DAMAGE BY CHEMICALS, SOLVENTS, PAINT OR CONSTRUCTION 0 O ATTIC L1 MARVIN WCMP6036 PICTURE WINDOW 4W2H 6-q/16" INTERIOR DOORS TO BE TRUSTILE BRAND(PRICE ALTERNATIVE AS VENTING) , MODEL No. TS5000. TRAFFIC. DOORS.;ARE MDF 5-PANEL DESIGN, 1-3/4" THICK AND 7' HIGH. PROTECT DOORS FROM DAMAGE BY CHEMICALS, SOLVENTS, PAINT OR OTHER ATTIC D1 MARVIN WCMP6049 PICTURE WINDOW 4W3H b-q/16" (PRICE ALTERNATIVE AS VENTING) DOORS SHALL HAVE A SCOOP PANEL WITH OG BEAD. DOORS CONSTRUCTION OPERATIONS THAT MAY CAUSE DAMAGE. � ATTIC El MARVIN WCMP6060 PICTURE WINDOW 4W4H 6-q/16" (PRICE ALTERNATIVE AS VENTING) ARE PAINT GRADE. PROVIDE PRIMED JAMBS w/ EASED EDGE *PROTECT SILL FROM DAMAGE BY CHEMICALS, SOLVENTS, PAINT OR CONSTRUCTION DOOR :STOP. ALL INTERIOR PREHUNG DOORS SHALL HAVE TRAFFIC. BOX IN 2X ACQ FRAME IN CONCRETE 3 HINGES PER DOOR. HINGES ARE TO BE EMTEK OIL RUBBED INTERIOR DOOR SPECIFICATIONS: BASEMENT F1 MARVIN 'WCM2848 2W LR CASEMENT 2W2H 10 FOR WINDOW BRONZE BALL BEARING HINGES. DOOR HARDWARE SHALL ALL INTERIOR DOORS ARE TO BE 1-3/4" THICK. DOORS ARE PRIMED MDF. INSTALL ALSO BE EMTEK (STYLE AS PER OWNER), WITH PRIMED JAMBS TO MATCH. ALL PREHUNGS TO HAVE A MINIMUM OF 3 HINGES BASEMENT G1 ANDERSEN 2820 BASEMENT HOPPER - 10" BOX IN 2X ACQ FRAME IN CONCRETE NO SUEBSTITUTIONS UNLESS OTHERWISE APPROVED BY THE PER DOOR. HINGES TO BE 4x4 ADJUSTABLE HINGES. ALL HARDWARE, UNLESS FOR WINDOW OWNERS AND ARCHITECT. OTHERWISE NOTED, SHALL BE EMTEK. FINISH TO BE OIL-RUBBED BRONZE. BASEMENT G2 MARVIN WUDH3226 DOUBLE HUNG 2W1H 10" BOX IN 2X ACQ FRAME IN CONCRETE FOR WINDOW, TEMPERED GLASS CARE, HANDELING AND STORAGE INSTRUCTIONS: ALL DOORS SHOULD BE HANDLED WITH CLEAN GLOVES TO ELIMINATE DIRT AND OIL PORCH Hi _ CUSTOM SCREEN TRANSOM / PANEL: 5'-0" WIDE X V�8" TRANSOM <OVER> 4WiH 6-q/16" 3" MULL BETWEEN UNITS INTERIOR DOOR SCHEDULE FROM THE SURFACE OF THE DOOR FACE. BARE HANDS CAN LEAVE SOIL AND OIL STAINS. MAHOGANY' FRAME w/ BRONZE SCREEN 5'-0" WIDE X 5 -10 HIGH PANEL (2) - PROVIDE GLASS STORM PANELS BASEMENT: LIFT OR CARRY DOORS. DO NOT SLIDE DOORS ACROSS ONE ANOTHER. CUSTOM SCREEN TRANSOM / PANEL: 3'-0" WIDE X V-$" TRANSOM <OVER> 3WlH LOCATION: SYM.: MANUFACTURER: CATALOGUE No.: DESCRIPTION: JAMB: NOTES: PORCH Ii - MAHOGANY' FRAME w/ BRONZE SCREEN 3'-0" WIDE X 5'-10" HIGH PANEL _ 6-q/16" PROVIDE GLASS STORM PANELS BATH No. 8, MECHANICCALS, DOORS ARE NOT TO BE DELIVERED TO JOB SITE OR INSTALLED UNTIL CONCRETE BASEMENT 220 TRUSTILE TS5000 2/6X7/0 SINGLE DOOR 4-q/ib FLOOR, FOUNDATIONS AND PLASTER OR DRYWALL WORK IS COMPLETED AND FULLY CUSTOM SCREEN TRANSOM / PANEL: 12'-5" WIDE X V-8" TRANSOM (5) <OVER> 3WiW 3" MULL BETWEEN UNITS DRY. PORCH J1 - MAHOGANY' FRAME w/ BRONZE SCREEN 12'-5" WIDE X T-10" HIGH PANEL (5) _ b-q/16 PROVIDE GLASS STORM PANELS EXTERIOR GRADE / FRAME, MAHOGANY w/ INTERLOCKING DOORS MUST BE ALLOWED TO FULLY ACCLIMATE TO AVERAGE JOB SITE HUMIDITY WINE CELLAR 221 SIMPSON $$21 2/6X7/0 SINGLE DOOR 6-q/16" WEATHERSTRIPPING, DOOR SWEEP AND THRESHOLD CONDITIONS FOR AT LEAST 72 HOURS PRIOR TO INSTALLATION. (CUSTOM TRANSOM 1-5/8" HIGH TRANSOM 4WiW DOORS SHOULD BE STORED FLAT ON A LEVEL SURFACE IN A DRY, VENTILATED AREA. DINING ROOM K1 MARVIN <OVER> 6-q/ib" 3" MULL BETWEEN UNITS BASEMENT 222 TRUSTILE TS5000 5/OX7/0 DOUBLE DOOR 4-q/16" w/ BALL CATCHES DUMMY KNOBS APPLIED PLACE DOORS ON A PIECE OF PLYWOOD OR CARDBOARD TO PROTECT FACE OF BOTTOM WUDHP6059 PICTURE WINDOW 4W3H VENTING PICTURE DOOR. TWO 2X4'S SHOULD BE PLACED AT 12" FROM THE TOP AND BOTTOM OF DOOR 1ST. FLOOR: AND ANE 2X4 SHOULD BE EVENLY SPACED IN THE MIDDLE. USE AN OPAQUE COVER TO LOCATION: SYM.: MANUFACTURER: CATALOGUE No.: DESCRIPTION: JAMB: NOTES: KEEP CLEAN, BUT ALLOW AIR CIRCULATION. MARVIN WINDOW SPECIFICATIONS: BEFORE INSTALLATION, VERIFY OPENINGS ARE PLUMB, SQUARE AND OF PROPER * DO NOT LEAN DOORS AGAINST WALL. LOW-E II GLAZING w/ ARGON, DESIGN PRESSURE UPGRADE (WHERE APPLICAPLE), DIMENSIONS AS REQUIRED BY MARVIN. HALL CLOSET 200 TRUSTILE T55000 2/OX7/O SINGLE DOOR 6-q/16" IF DOORS ARE STORED FOR LONG PERIODS OF TIME (LONGER THAN 3 DAYS), DOORS 1-1/8" WIDE SIMULATED DIVIDED LITE (SDL) w/ SPACER BAR, WHITE JAMB LINER, ASSEMBLE AND INSTALL WINDOW UNITS ACCORDING TO MANUFACTURER'S INSTRUCTIONS BATH No. 1, BATH No. 2, POWDER RM., MUST BE SEALED (ALL SIX SIDES AND HARDWARE CUTOUTS). 6/4"X4" FLAT CASING, 2" EXTENDED THICK SILL, PRIME'.D INTERIOR AND EXTERIOR. AND REVIEWED SHOP DRAWINGS. 201 TRUSTILE TS5000 2/6X7/0 SINGLE DOOR 4-q/ib, MIUD RM. * DO NOT STORE DOORS IN DIRECT SUNLIGHT. NEVER STORE DOORS OUTSIDE EXPOSED LIBRARY HARDWARE FINISH TO BE OIL-RUBBED BRONZE, INSTALL SEALANT AND RELATED BACKING MATERIALS AT PERIMETER OF UNITS OR TO THE ELEMENTS. a) o PROVIDE CHARCOAL ALUMINUM SCREENS FOR ALL WINDOWS ASSEMBLIES IN ACCORDANCE WITH SECTION 07 q2 00 JOINT SEALANTS. LAUNDRY ROOM 202 TRUSTILE TS5000 2/6X7/0 SINGLE DOOR 6-q/16,, ONLY STORE THE DOORS IN AN ENCLOSED BUILDING WITH AN OPERATIONAL AND DO NOT USE EXPANSIVE FOAM SEALANT!!! BALANCED HVAC SYSTEM. DO NOT SUBJECT DOORS TO EXTREMES OF HEAT AND/OR 0 GENERAL CONTRACTOR TO REVIEW AND CONFIRM ALL SIZES AND GRILLE PATTERNS. INSTALL ACCESSORY ITEMS AS REQUIRED. (HALL) BASEMENT STAIR 203 TRUSTILE TS5000 3/OX7/0 SINGLE DOOR 6-q/ib" w/WEATHERSTRIPPING 6 DOOR SWEEP APPLIED HUMIDITY. RELATIVE HUMIDITY SHOULD NOT BE LESS THAN 25% OR MORE THAN 55%. O E- z z SUPPLY WINDOW LIST WITH SHOP DRAWINGS ON ALL WINDOW ASSEMBLIES TO LIBRARY 204 TRUSTILE TS5000 4/OX7/0 DOUBLE DOOR 4-q/16" w/ BALL CATCHES DUMMY KNOBS APPLIED 0 w FIELD FINISHING: ARCHITECT FOR APPROVAL PRIOR TO ORDERING. PROTECT WINDOWS FROM DAMAGE BY CHEMICALS, SOLVENTS, PAINT OR OTHER PRIOR TO APPLYING PAINT TO THE SURFACE OF THE DOOR IT SHOULD BE CLEAN AND a CONSTRUCTION OPERATIONS THAT MAY CAUSE DAMAGE. HALL. 205 TRUSTILE TS5000 4/OX7/0 DOUBLE DOOR 6-q/16 w/ BALL CATCHES DUMMY KNOBS APPLIED O p STORE WINDOW UNITS IN AN UPRIGHT POSITION IN A CLEAN AND DRY STORAGE AREA ALL NAIL HOLES SHOULD BE FILLED. SMALL NAIL HOLES MAY BE PRESENT AND MUST cn ¢ 3:MUD RM. ENTRY 206 TRUSTILE TS5000 5/OX7/O DOUBLE DOOR 4-q/16" w/ BALL CATCHES DUMMY KNOBS APPLIED BE FILLED PRIOR TO FINISHING. '�j in ABOVE GROUND AND PROTECT FROM WEATHER. z O BATH No. 1, FPANTRY 207 TRUSTILE TS5000 2/6X7/0 SGL. PKT. DOOR 6-q/16" w/ GRANT 1200 SERIES TRACK t HARDWARE APPLY ONE OR MORE COATS OF SEALER AS REQUIRED, SANDING BETWEEN COATS. PAINT SHOULD BE APPLIED WITH THE DOOR IN A HORIZONTAL POSITION TO ELIMINATE THE S- N u 15 LITE FRENCH DOOR 1-3/4" THICK SOLVENTS EVAPORATING TOO QIUICKLY LEAVING AN INCONSISTENT FINISH. (� �- DEN 208 TRUSTILE FL1500 5/OX7/0 DBL. PKT. DOOR 6-q/16" w/ GRANT 1200 SERIES TRACK 6 HARDWARE APPLY TWO COATS OF TOP COAT, SANDIN IN BETWEEN. * DO NOT FINISH DOORS THAT HAVE OBVIOUS DEFECTS. SUPPLIER SHOULD BE QUALITY ASSURANCE PROGRAM 2ND. FLOOR: CONTACTED IMMEDIATLY ONCE RECOGNIZED. LOCAATION: SYM.: MANUFACTURER: CATALOGUE No.: DESCRIPTION: JAMB: NOTES: INSTALLATION: GENERAL CONTRACTOR TO CONTACT SUPER ENTERPRISES (RAY SERRRANO, TECHNICAL MEDIA ROOM 20q TRUSTILE TS5000 3/OX7/0 SINGLE DOOR 6-q/16" 45 MINUTE FIRE-RATED, STEEL JAMB ONLY INSTALL DOORS IN A CLOSED-IN BUILDING WITH OPERATIONAL HVAC. w/ SELF-CLOSING HINGES, PROVIDE KEY LOCK RELATIVE HUMIDITY INSIDE THE BUILDING SHOULD NOT BE LESS THAN 25% OR CONSULTANT, AT 1-900-4$-MARVIN, EXT. 1-213 (E-MAIL: rserrano@supermarvin.com) EXCEED 55%. MASTER BATH, M1ASTER BR CLOSET, ALLOW DOORS TO ACCLIMATE TO THE TEMPERATURE AND HUMIDITYOF THE 2 - 3 WEEKS PRIOR TO INSTALLATION OF WINDOWS AND DOORS FOR QUALITY BEDRM. No. 2, BEDRIM. No. 4, BEDRM. No. 5, 210 TRUSTILE TS5000 2/6X7/0 SINGLE DOOR 4-q/16" INSTALLATION LOCATION BEFORE FITTING AND HANGING (MINIMUM OF 72 HOURS OR ASSURANCE INSPECTION. BATH No. 3, BATCH No. 4, BATH No. 5 LONGER WHEN HEAT AND/OR HUMIDITY EXTREMES EXIST COMPARED TO STORAGE LOCATION). MASTER BED RIM., BEDRM. No. 2, BEDRM. No. 3„ BEDROOM No. 5, 211 TRUSTILE TS5000 2/6X7/0 SINGLE DOOR 6-q/16" BATH No. 6, BATH No., 7, LNDRY. / LINEN RM., SITTING RM., M/ASTER BATH, HALL BEDROOM No. 5 212 TRUSTILE TS5000 2/6X7/0 SINGLE DOOR 6-q/16" w/ WEATHERSTRIPPING DOOR SWEEP APPLIED f" x °'" � - -_ �. �<, DRAWN: MH/MS f.•v r SCALE: 1/4"=V-0., MEDIA ROOM 213 TRUSTILE TS5000 3/OX7/0 SINGLE DOOR 6-9/16" f $� $i JOB#: BEDRM. No. 2, BEDRM. No. 4 214 TRUSTILE TS5000 5/OX7/0 DOUBLE DOOR 4-q/16" w/ BALL CATCHES DUMMY KNOBS APPLIED ` ` " w_ November 10, 2006 SHEET NUMBER: BEDROOM No. 3 215 TRUSTILE TS5000 5/OX7/0 DOUBLE DOOR 6-q/16 w/ BALL CATCHES DUMMY KNOBS APPLIED AI Amil REVISIONS: REVIEW SET 09/23/06 '. _ 7 �` -' r Pr!mYtm BID SET 10/19/06 If I is t e � ADDENDUM 11/07/06 Iaa 5 r se ` t BLDG.DEPT. I1/10/06 N E R-480 1� Perri-Da'. LEGACY REPORT Reissued June 1, 2004 „ ; J -W , ` �ti . " . ,, . Vw , v Ri=Sc�reck Saftwar Version 3.�". ui �a�y� 1 �+� �^► �r �c V U a t 1O fl S e r V IC e t fl C. BuslnessReglonal OfPlce#5360 Workrman MIII Road,Whlriler,Calldomla 90601#(562)699 0543 - , r � o r; C 4r 1 1 I 1 �,a. �„w r,� r Regional office#900 Montclair Road, .Suite A,Birmingham,Alabama 35213#(205)599 9800 x WWW.ICC-@S.brg Reglonaldrfice#4051WestFlossmoorRoad,CountryClubHills,INlnds60478#(708)799-2305 �,' � ,; t _./r�+ r `s-", ,. 2 ». »..s- f4n - -`•- :.'sue-':.:rrJ ,> .""';, ..v<an_'�, ,.. _ .v " 44;s,.',fir _ .,,. ^b- n �. ., X�..-.:a $;50-.1.....,..e�:ec; `" u �,..ca.:.�.., ai '.,v Project Title_ Drews House t', ® r `h , + . ... y ,;-' Rrt t3ate:1tl a7 r Legacy report on the 2000 International Building Code , the 2000 InWrnatlonal Residential Code , the „l<UFF t`,-i pll _ts',t oe�tie Annericra s I br''d c>rf W:t terPrcto inci �r inew brsriernienls A x, , © i. CDeLa filen-ame_a r frPae sam F,le ,Cherit RESrttectc�Ati a sack BOCA�National Bulldtn Code11999 the 1999 Standard Bulldln Code and the 1987 Uniform Bu11dIn '. o '' b t fir. g g g #,r✓t� aS Brk�t CadeT'" �1, cfS 'X S 4 +r�tJrbSt.If�11i 4 , 1f ritt- --; ErtE} IYtT it EserJf ide h'eutY+artxStateEeoergy Gore�prvatic+n a , 't3dgd-rand 1tttfrtprSDeldGNtS#3ttArt ConsttuctiflnCoda , Looatiorr StrFfolkCowntyrtfevrYsrk DIVISION: 07--THERMAL AND MOISTURE PROTECTION Substrates slhall be clean,smooth,firm,free of dust, mud, ,. _ Const dtionType: Detnhed 1 or2F.amity , oose mortar' wires and an other substances that mi ht :, Hee.ingType: Non-Elpetr;r, I Y g '� Section:07140--Fluid-Applied Waterproofing tgtSaPerasta , �.d �n..s prevent propaer placement and bonding.Wall ties shall be removedandlmvrtarjointsshallbeflush.Cracks voids and HeatineLtree0rtD �'��'�"^®�® EVALUATION SUBJECT: holes shall be patched witha nonshrinking grout or asphalt lrlstr�!! d by�elct aPpltcsattars.T[7PF-N-DRI Ba,ement 1Xrarcrprnnfing System is inwrt.ttllt+i only h} ®���' t 6ttracEianStta: Ortr►ariFs®en rJ•asigner7nnLaCGir- TREMCO BARRIER SOLUTIONS, INC.TUFF-N-DRIB mastic,with nonshrinking grout preferred for large defects. , Barrier Solutions Contractors.Tliese contractors undergo training m ensure the highest quality application. Zt`5�a��upn� �t�� x �t��,�p� Cutcha�r�,W I I P_0.Box 923 EXTERIOR FOUNDATION WATERPROOFING Tuff-N-Dri shall only be applied when heated to between Strreace >r arixtion.Thew:t11 surface shnutd he smooth:,rid nonolidvr. Remove Inose a! +Yrt ire and c rv1r1135 MEMBRANE 140 F and 160 F and when the airtemperature is at least 20°F. The dime needed for the Coating to cure before . sharp protrusions from the u�tll.ltoids,spalled are:L;and exposed:aggregate should be patchedl N ith a suitable Izr�arrdtitec�o"orF�tg.r�t I; , .. REPORT HOLDER: backfilling is 16to24 hours;lower airtemperaturesrequire 1 t+ t mastic before spraying.TLTFP-N DRI membrane dues not requue any priming or special preeparatiun. s0 ;:F, ,, _ .� !4', . ; a longer curing time. Application rate of the material is '' t de endent ul n the foundation wall surface' for cast in ,�,-:'•t.. r� t. Tremco Barrier Solutions 1nC. p >z' tr•• =' . Systrn Cr +Tpllcc�itiet.TLI P-N-DRI membrane is sprayed e,°enly over the enure fi�untiatinnr wall. ' lace or rercast concrete and red concrete masonr ti <.. : r + t ., ��r p p Pa g Y y f'' s ;:s s .:5 r m G o 6402 East Main S#., Suite 201 tLARTtid-}�-DRT Inundar.ion Board i,a plied n�er the watetl rrx]fi,tl mertahra,ae:ts ir-cure-, a,:. . ., - ,, units, the rape shall be 25 sq. ft./gal. and for concrete 1 - .- _ -' �'°J'= ,., O H 43068 r r�i a 8;ca hadr�!Ce o 0 attic 2a aQ.c y tt-n 9 Reynaldsburg, masonry unitts, 20 sq,ft,/gal,Tuff-N Dri is permitted to be 1 C ( p .� wWw.tuff-n-dri.CCDm a lied to concrete foundations as soon as the forrTls are t t "' �r TLT}T-N-DRI Ba4erncnr ltrater trout",n*5 ~tiro :art be a,,lied w}:en ambient te.m�eratures:are as low C 2 FI tiGe gee Sr'ssarituss: 3 3rl.t} (D.{9 118 ^�� pP }1 1 b Y ll I r. lirat2:WoodFran%1B'c,c 2013 19.12 0D0 130 removed and to concrete masonry unit foundations wmen 5, � as 20"F,allowing for fever construction delays.TUFF-N-DRI rxiembrane mayy he applied utu poured r � U ? c 1'i trot ,E 3:1 and FI Zame:Dodble Pa.e r ilh tt�r•E: 267 0.3,- 80 N ' 7 c, the mortar bias cured. concrete and block foundations. Can poured concrete basements,TLTP-N-DRI can be apphied ass Vita 5,Mood Frarm--Double Pan=_reilekxar-E: 128 0 D1 38 � '`� � 1.0 SUBJECT .. 4m k r r Concrete arnd masonry shall not be froaen. After applica- i`.l �' l w. '" { h { �" °' Tremco Barrier Solutions Tuff-N-DtI Exterior i" �?;� soon as the forms are remerved,ant tin block asernents, as soon as the mortar is try. 1's5rt3 +t'7:4rrn+�d Fri:l3nutrtePame,vittatorr-E: 1 Q :3 8 a x u Foundation Waterproofing Membrane. tlon, Tuff-N-IDn is limited to no more than 15 days expo- ,1 Dom'- = 2 ealo s r m z � sure to sunli±ght prior to backfilling. sry i `E ram'` = rr � to "� o s t.ww F[1(lft�CStiCrn bCptaAC� perfc>ri:xrnCAR.1f-N-DRI Foundation Board keeps foundatit,:n wall St1a13.'relroDdFrarre,t8'b.c 215i 19.rJ dit] 1"ra a E 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 7+ t temperatures closer to the air temperature of the basement,which helps reduce interior condlensation• ttVTdciv4:Wood hirer-Double,Pwie rAthLoys-E 1d 0.3 F � � `' h 5.0 IDENTIFICAtTION I ° c$,tr wtS tPrylFr�-ne: ePan�: .r 0 0 2 `C u Foundation Waterproofing Material. .t Reduced condensation ensures less humid,more comfortable basement space.77ie placement of the m Each contaiiner shall bear the manufacturers name, 1"fa13:'r4bodFrlme,lB'o,D= 2 18.Q €D_i3 143 r" foundation board on the wall's exterior also helps reduce the risk of dAtnage due to free/eithaaw cycles, Vt`indw,8:litllood Frams•:DtrubleP xditdttovr-E: 2^-1 d1. 83 I address,anc�productnameandtheNESevaluationreport 1t�Ea��il:tt+rood Ff��Onub? Panerdiilrtr-� �1 � t4 3.0 DESCRIPTION number. t n particularly if the{`oundation board is extended to the sill}alate. 5 1 0310 s r4 ;h <at`t, a .f1,�E B neastWal1:S�cird'C�ti�te,orM�catry. 12d DA f0-0 T3 Tremco Barrier Solutions, Inc. Tuff-N-Dri waterproofing ' i In addition,the fou,ufarinn board ,mtects 1L?PP-N-17RI metnhrane from da.ma e dtrrin h actc(i11in a membrane is o sprey-applied foundation waterproofing 6.0 EVIDENCE;SUBMITTED tom,. Lt >' � } g g g tloo 1:Sdat,tan e a •ed,l Ltati°nD i :.ie' 1c3a t •la 1 t5� F1orx 2:,F°3'Io W iDisUTruw.Over'Uncendi�oned r im. 814 3E.ra .0 "'»i• `, °IWJ t%j,..,..f:t �,t ":r`f.i;i:.,':.;...'' =TM c i ro other co structinn tree ts.Tl e cam tressihili of the fottndatinn hrrart }j'ill;al ca ahvnrh 1� 0 21 material composed of polymer-modified asphalt in a water t, , r nr {u a e f m n i 1 ry { earlier that cures t0 a monolithic,elastomeric membrane. 6.1 Tremco Barrier5olut!ons,Inc.Tlxff-N-DrI�Waterproof- .,. ;� ,� ,4„ moderate surf cx ansion and hei o rotea r11e basement wall. Floo a: t-�v�cdJaisi'yn'ssac rUnc rat Es�,edSpa t?�? 38-r1 '(a 1E ing Membrane Detailed Application Instructions, � X' rr ,t. 1., p } p Tuff-N-Driisaspray-appliedwaterproofingthatis installed revised Apr(12000. Thepmpcisedb'u representedintrisdoctimentistonsi_grit,senhMe'b0drigplans,. s, c s c�lat. . 1 i ;�,� F1eV �.' k4yr ` Ter assist drama e,�rARM-N-DR1 foundation Board should extend to the foorin and conrnect to a gutxnittederi athis erarrit- u 5 c.T e to a thickness of 63 mils (40 mils dry) on the exterior of I : ., ,, :.�, ,,4;,.,s,M� ;_ : g p a t sed_y ernsnatl t nit EAdran, tt$erarn�xoricsr�t rcor, as r � 6.2 Report ,of tests on Tuff-N-DrI by DL Laboratories, t _, �,,ks, ;;,r*:,,., ,,.,. . e OnwalS. a materi l iSavailable in .7:3•:,,r.-<,,,. z& r. h3.t. <.F, °'r.•_:',- s e u nslstrcfiont +deregtir c,eras.6,F rraP _t tiaesignE'rt�re latr�ltl starnpedand:sr ed is _.Lhe areatd n that below grad fvundatt ( Th a , . lunuroning perimeter dr.unage systera, such as DralnStar Strrpdra,n.Tltt loundatton boudl t, t q rred ; 9 55-gallon drums, having a density of 8.1 pounds per ReportINo. DL-8980-R, dated July 13, 1992: � t^r t i f r tr,tt t�e�tDdt t,erlt�ot+t ape,b r, s,naljudgrh�,t ,plansorsp�waliensamtrrorpEanceottrtnisc 0 ,'` ° < '{ for all warr'antct{TIJFF-N-DRI Basement N%aterproof,ng System installations. gallon. Storage shall be above 50°F. Shelf life is a maxi- I Film thickness m F- mum of 12 months. 3, � �` - A Q ! Tensille strength and elongation a #p t3, ` ` odes Energy �de, C omlt,ncr analysis nt 1^omc energy,tsr indicates that a considerable portion BrtilderlLDe'sig^gr Carnp�aytl�'rte iaat H I Dufatblf „„, of a typical homr's energy fuss comes from 1_eated, uninsulatct{6asentcnts. By installing the ffoundation Ors `--`` Page i of t v 4,0 INSTALLATION ,, Watetr-vapor transmission g'',` ,tt board to the sill plate,,the entire basement wall is insulated,anti energy eE'ticiency is ma.imiccxci. l�fany Tuff-N-Dri IS designed for use on exterior, below-grade, z states Lave ado}tted the 14inde}Energy C:ucie. Because I�iARM-( -DRT 1 nundation Iioard ptrnvides t , � cn foundation walls. It is applied only by a Tremco Barrier I Wateir solubility .° i�e.l Z ! insulating;pedorntance, it assists with compliance to this code. t O Solutions,Inc.selected waterproofing corlractortoensure V I I Adhetsion in eel t. proper installation. The installation shall conform to the p manufacturer's instructions revised April 2000 and this ! Hydrostatic pressure i ~ ' rs Fnvilron entaPy res nSIl•Ae. TUT T.N-DRI mernb,ane uses a non-flan,rnal)te,,�,ater-lb.iseti carT+er NYS ENERGY COMPLIANCE NOTES FOUNDATION: Z) Q report A primer material is not required pdorto application i Low-temperature flexibility ,- that meets VOC limits in all 50 U.S. states.It has been thoroughly tasted by independent)albs using - CRAWL SPACE: O Z of the material; and immediate backfill pressure, after O application, is not necessary. ! Crackc bridging t:''' Federal EPA standards for leaching.'I'he results prove that no h-imful leaching of the'I'LTFF T1;;-DRI WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CO�NSTRUCTION,IF APPLICABLE, MUST BE a /� � F memhrar7e occurs. WINDOW AND DOOR WITH W000 TRIM: INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, U_ f'- = !� ,.:;i - �J 1 .INSULATE HEADER ACCORDING TO THE COMPLIANCE ANALYSIS. ICC-SSlegacy mportgare.not b be construed as represent<ngaesthetresor any other aunbutes not ipegrkallyaddreassmd,nor are they to be construed as an ,e� ,',.,, ) UNCONDITIONED BASEMENTS: Q Z N , ■ �g i T , • r 2).SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1).INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. O n r or -use are' w,arra C,'"Rvaduation Serrvice Inc, a ress cr im>71iad as o an k`,-r','6°, ® - �°�'� ilabtlt and cost.� UFF DRI Basement �' Ater)roofiri Sy stem is competitivel lrHced , - t endarserresal.ofdhs subja,.l,.ftheraportara acommandatinn f u„ .7tt as no net by! t. , xp t y t -�' _ .q,; _., :< �Y �,,,s[,'';,;'`'?,',: 1 g !' t Y 1 3).SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2),INSULATE THE STAIRWELL BETWEEN THE,BASEMENT AND CONDITIONED FIRST FLOOR. W H findrngorathsrmatterdnthisrepord,orastoanvproductcover®dbythereport. $�' - „ ', J �Ya and available through your Inca) Barrier Solutions Contractor. For details,contact your local Barrier BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK.FIBERGLASS 3).INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. (n Q �`""°°"°"'" i`;. 13 � Solutions Cnntr:lltr>r,call BUCa-L?Rl'=B`aI�1`1"or visit'I UFP-N-DRI.cum. ALONE IS NOT ADEQUATE. 4),SEAL DUCTS IN BASEMENT. �'`� H t., 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, `„J La. Co�yriyh[d 200a Page f or2 WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE 1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. t ' BASEMENT DOOR. -...• -.. . . ,,"•...:,,,-•, -, '::.::....•, ,:. ':,..'„ . 3r 2). DO NOT USE HIGH-EXPANSION FOAM.IT MAY CAUSE BOWING OW OPENING FRAME W AND VOID THE WARRANTY. FRAMING: �y v SEALING BAND JOISTS DURING CONSTRUCTION: (3 W ,-;,t .., .:.-_,,,-,:.,,., .,..,. PLUMBING AND ELECTRICAL: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. Q� Z s �` ` - SEA NG PEN TRATIONS• 2).APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. Pa e 2 of 2 NER-480 `T A r -..,- . --...__ -.- ..-._ _..-- ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. J g +, r' - BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. 6.3 Data on DL Laboratories,dated December 30, 1992. 7.1 Aplplication shall be by a Tremco Barrier Solutions, r P -t RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): O r• RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1).INSERT RIGID FOAM BLOCKS ON INSIDE OIF BATTS IN FLOOR JOISTS,ALONG V Inc.. selected waterproofing corrtractor. :}� "° t ,, Your local Barrier Solutions Contractor EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. �- 6.4 Letters, dated November 23, 1992 and January 18, N,:^d.. "- • .A CONTACT("IC"RATED),AND MUST BE AIRTIGHT AS OUTLINED IN ECCLNYS 502.1.3. � 1993. 7,2 Installation shall conform to the manufacturer's .'t, -0 .. . ., INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2).CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. insttructions revised A ril 2000 and this re ort.A copy ,. ,- • ' ..g.',-',`,. ~...`,,;" SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS W p p ' r STANDARD OF 2.0 LFM,(ASTM E 283).UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: Z 6.5 Report of tests on Tuff-N-DrP by DL Laboratories, of ,these instructions shall be on the jobsite at all Re rt No. D2-8980,dated January 14, 1993: ,_ : :`,�,•;;,: ASTM STANDARD, MEC OR ECLGNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. t+-t tlnlleS. Via;..0 4}' E:."-- „�„ ~".;':a:`'r' - BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. I Ability to remain in place o 3F f _..,._,-_.- 7.3 Air'temperatures of at least 20 F are required during `"� � } Tensile and elon anon aplpl(Catlon. SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: g l'` IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEAIDER COMPONENTS IF HEADER l Durability 7.4 When the backfill material contains angular stone or t *; FIRED HOT WATER TANKS, HEAT TRAPS(IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL I5 THINNER THAN WALL CAVITY. shr ob'ects rotection boards shall be rovided 4 .,. d MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. p j , p p 10 r°rribrc:n� Pjr6 telrlPles 'Type l,�lv,ner-clth,rice asph.alr liquid-applit�d n,cnibranc LADDER BLOCKING FOR INTERIOR PARTITION WALLS: I Flow resistance Ovicer Tuff-N-Drj, r-` s ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT ` H HEAT LOSS. GENERALLY, i/2"OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1).PROVIDE HORIZONTAL BLOCKING AT 49"O.C,AND AS NEEDED FOR NAILERS. I Water solubility „ Color Black IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 7.5 Prltiorto application over concretewalls all holes and -- _ -_— 3).PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. I Adhesion in peel recesses resulting from the removal of form ties shall TUB/SHOWER UNITS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. be sealed with a bituminous material or other ap- r x � 4olids €,t'f,±3°f (perc cnr by wrighi PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT.THIS INCLUDES I Hydrostatic pressure rNVed method or material. _ -.-_- . -_--._- ____-__._. __-_--_- --- - • -___ -.----._-,-_-_-_-,-_-_-_-_. _--_----._.----._--- ,-._—_-_,.__ CAVITY SEALING ON EXTERIOR WALL: p INSULATION AND VAPOR RETARDER AS WELL. ! Lovv temperature flexibilifij and crack bridging a Density s,2 ±.: P,s?gat SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. 7,6 Folllowing application, the material shall not be ex- I Weight loss poised to direct sunlight for more than 15 days, l HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: y Application Ai,dess sl-,ray I Hardness - --- - ---._ -- -- -- - ---- • -• -----• •- --- - - ------ ------- ---- --- - - ------------ • -- ------ HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1), SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. 7.7 Before application, all walls shall be prepared for 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. Walterproofingin accordancewiththeappl!Cablecode. A 1i�allort'I"ern oeratrrre �'Ii,timun:20°F HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. I` pp 1 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. 7.0 CONDITIONS OF USE ,,„ r� -- 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE 7.8 Thiis report is subject to periodic re-examination- For - HVAC SYSTEM EFFICIENCIES: r a Application Tbickucss fiU nails ( rctl' THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. The ICC-ES Subcommittee for the National Evaluation infcarmation on the current status of this report, con- ECLGNYS 503.2, NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL Service finds that Tremco Barrier Solutions Tuff-N-Dr(� tart the ICC-ES. *` MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: Exterior Foundation Waterproofing Membrane i5 an c:nre litnc iG T hrs __ 1),IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE alternative material to that specified in the 2000 interna- _ - — ��- HVAC CONTROLS: CEILING WITH ADHESIVE. Clonal Building Code,the 2000 International Residential Atiltesion to Concrete Results, Lxtcccs hfetbndt: ASTvf C 8.C CONTROLS MUST BE IN ACCORDANCE WITH ECCLNYS503.3.2 AND 503.3.5.TEMPERATURE 2)•SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM Code,the BOLA®NafionaiBuilding Code/1999,the 1999 , CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. Standard Buildin Codeo and the 1997 Unfform Buildin Elora ation Resxdtc: a200M-d• Mednie • AS7;MI D-412 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. g g g (FOR HEATING)AND/OR$5 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL 0 Loden", subject to the following conditions: 7, HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT 4).PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY LEAST 5 DEGREES)WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. O Vi°ater Vapor Permeance ltrsults; O.C1S y�erms for 4Q n;i} hfetlsad.�' AS'I;`I F.t)(i } SUSPENDED OR REDUCED,SIMILARLY,HUMIDISTATS MUST HAVE THE CAPACITY TO '-"^ - a dry coating(grain<lsflht) Ury Mctl_rd PREVENT ENERGY CONSUMPTION(SUSPEND OPERATION)BETWEEN 30 AND 60%RELATIVE DROPPED SOFFIT ON INTERIOR WALL: Z Z HUMIDITY.HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, bRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT C7 Liquid Urater Absorption Results: 0.3°v)t ti Afethodf- A.STNI D-12.25- TEMPERATURE. TOP PLATES. = r 3` -__ -__- . _-__-,._ ___.__ _-_---_ _ . _. _ ..-_ -.____ __-_. __--_-_ --...-_ -.. _ _. _ __-__ ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN,AUTOMATIC flR INTERIOR SOFFIT ON EXTERIOR WALL: Resistance to Degradation in Soil Results: C,road AfetGndt: ASTI`4 i 154 GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. Q = 2).HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE U FRAMING INTERIOR SOFFITS OR UTILITY CHASES. Mold Growth and Bacterial Attack Resulls. Nu dcgi-id;ition Nlethodl: A.Tkl D-3273, DUCTS AND PIPES: Q DUCT AND PIPE INSULATION I5 REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3),SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. Q) Z V '' ASTIv"D 327-= UNCONDITIONED PACES AS NDICATED N E CNYS 503 3 3 X DUCT MUST HAVE ------ --------- --- --- ----- ------------ ------------------- ------ S I I CC FLE : R-VALUE LABELS ON THE OUTSIDE JACKET(ECCLNYS 102.5.3). KNEE WALL SUPPORTING ROOF: Resistaance to Hydrostatic Head(f#farmer'. Resrdts Could nor gcncrarc by rostaric pressure Afctltodl Sec DUCTS AND PIPES IN UNCONDITIONED ATTICS,GARAGES,BASEMENTS AND CRAWLSPACES 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO ti "` MUST BE INSULATED.WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. , „ . - ., . r, . THE INSULATED ENVELOPE OF THE HOUSE. 2).IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. -.. _ AT_anmcd 7f, close,a:d�.u+q-STAI..-'w14„w_h 1.Ln v1. -•hirrabra`rt ours Id:'b•�•I to 4L`;r�ili. „_ , yrran;inr cn•n r,,tr,rd 1 >t,,Lu watcrsn+l 1"x ,t+q,r,,.+.gd ra'� t y t t BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. -'" ' ` ":y `761rrn!'nunuau,di Ix,yd w1 „lit,3 u,T:;FE'- -DRh d,e watrr drinr'd away at a,auct iaa d:an tLa w�rrotu,3;n,•enii +citr,Ltrxd;rlitrrinatin,;am L a,:x7••taa_buitfl-t,r. IF HEATING DUCTS ARE INSTALLEb IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE �! ! ' t R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR WALL PLATE. I DUCT SEALING: � Bt3Cffird M"C# @�t6�s: Type Pink unfacccl rigid fiber glass board DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4).ALL INSULATION: - — PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE {r '` SEALED.ALL CONNECTIONS AND SEAMS(EXCEPT LONGITUDINAL JOINTS THAT LOCK) FULL LOFT: Board Size 4 t 8' 4'x 4 INSULATI N SHOULD BE F UFFED 0 IT F LL THILKNES T COMP E b ., --- -- -- -- - -- - - - - - --- - -- --- ------- ---- NOT ROUNDED OR SCALLOPED AT EDGES S U 0 RESS N MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC 5 N b A Board Thickness 3.1''" I 311€i" 2-3;g„ TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETING UL 181B MAY BE USED FOR FLEX DUCTS.DUCT TAPE I5 NOT ALLOWED FOR DUCT y FILL THE CAVITY: E, r SEALING. Drainage Ability(Xyelmablic PrijeAeni of 1.01 INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES,SHEATHING ' ` AND DRYWALL.IN CEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL Pn,trd'i'hickncs< 314" 1-3/I€" 7.-31R'^ WRITTEN MATERIALS: OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. a t i t,'7 WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT : Gallons/flour/Lincal Foor 74 118 237 WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3).A LABEL REFERENCE 4 TO SUCH MATERIAL IS ALSO ACCEPTABLE. CUT AROUND OBSTACLES: � Thermal Resistance INSULATION SHOULD BE SPILT AROUND WIRIE5 AND SMALL PIPES;LUT AROUND ,.. linard T'hickncs_s 3l4" 1- /1€>" 2-31R" REDUCED MOISTURE: ELECTRICAL BOXES,LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS , C) 13 s EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.L.TO CONFIRM THAT BRIDGING IN FLOORS.NEVER STUFF INSULATION TO GET IT TO FIT. �0. t Resistance R-3 TC-5 R ICC THE FAN ACTUALLY WORKS;USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT ;'`r '` .�•�I�.. ° A AS POSSIBLE.KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS,ESPECIALLY DOCUMENTATION OF R-VALUES: i fa/ - , DRAWN: MH/MS At r ar,C,.,,t,r,- loll,i'.,"Jda';,,,,�,r"ta 1;,,A(he a„i�,"g e.11, 1Weh e,!,,,,rrr,JmI IF THERE I5 A GAS RANGE. PALED OR UNPAGED FIBERGLASS BATTS,ANOt RIGID FOAM INSULATION MUST BE �`/ ti , s ! ce SCALE: 1/4"=1'-0" INSTALLED SO THAT THE MARKINGS ARE VISTBLE TO THE BUILDING INSPECTOR. I" �'. !�, ,z, , K 1-- L JOB*: _ VENTILATION: %t' a �'! MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ACCESS OPENINGS: a . '`''" . °lf November 10,2006 n THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL ATTIC HATCHES,SCUTTLES,PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE la 1 - V. A,J`; SHEET NUMBER: :, "' VENTILATION RATES. SAME R-VALUE AS THE SURROUNDING AREA.!!! h c� KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 LFM +�� t�30 �, i` INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE CATHEDRAL CEILINGS: `' O t' `_ FuMj:',T,ewa,Mtrirrsrdtu,:1, T:t.T17r7-N-riV1,W,dtr,',:0",1A <r.reg+artm Lf"dr"rn.piss l.i h1„+:,"r?Out-C,wli9,,,r6� ns.c:03' 1 . PROVIDE I"CHANNEL FOR AIR FLOW ABOVE INSULATION UNDER ROOF SHEATHING. "��� � s`�" 1 A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. ) , =-iL,�- sy+t,ur«:r,.r.„iTrh,c'Ha::<;s„lL,ttr,,,xt,tn:•sanT-J-r+rt ti,aarc.l,rr2;as.,:r:wt,,:tt artr,�rT.s,,,t, x,t,C"ra:,iny. R+,•.3,l;;, 2),PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. "" _ , ^> .c, REVISIONS: REVIEW SET 09/23/06 BID SET 10/19/06 ADDENDUM 11/07/06 INCOMBUSTIBLE BLDG.DEPT. 11/10/O6 SEALANT FLUE LINER BOARD BACKER ROD CHIMNEY CONCRETE CAP AND SEALANT CRICKET AIRSPACE COMPRESSIBLE FILLER II II CONCRETE ANCHOR CONCRETE COUNTERFLASHING CAP CROWN I I I I BASE FLASHING I I I I CRICKET FLASHING oINE FLUE ROOF FELT VENT LINER VENT IIfI AIRSPACE Z SHINGLES 4"M1IN. NII _M1 BRICKSHEET If METAL I I r - WOOD SHEATHING OR LATH ATTIC I SUPPORT fit FIREPROOF 42 _ / I 2"NONMETALLIC FILL ®����► DETAIL AT CHIMNEY INCOMBUSTIBLE FILL FIRE LAY MANTEL FLUE LINER INSTAILLATION OF WOOD FRAMING BRICK CHIMNEY CONCEALED BRICK CHIMNEY EXPOSED MEMBERS AT CHIMNEY BEHIND STUD WALL SECOND SMOKE CHAMBER FLOOR MASONRY fIRE CLAY NONCOMBUSTIBLE o FLUE LINER LINTEL FIRESTOPPING TO UN "1 BELOW BOTTOM DAMPER DOUBLE FIREBRICK OF JOIST HEADER 4" rn rn _ FIREBRICK 6,1 K w INCLINED BACK WALL Z Ln STRUCTURAL SMOKE SMOKE SHELF SUPPORT FOR CHAMBER 2„ 6" FIRE CLAY � LINTEL U FLUE LINER SMOKE 8"MIN. (TYP.) SHELF VERTICAL BACK WALL FIRE BRICK 2 P PARTY DAMPER CANTILEVER ) WALL � s 0 a INCLINED AIR DIFFUSER ASH DUMP NONCOMBUSTIBLE FIRST FLOOR FIRESTOPPING TO 1" BACK WALL DOUBLE z 1'0" BELOW BOTTOM OF JOIST FIREBRICK HEADER THROAT CHIMNEY FIREPLACE HEARTH SUPPORT HEARTH (INNER AND OUTER) RECOMMENDED FOR CHIMNEYS BUILT OF PAN ASH DUMP AIR INTAKE STONE,RUBBLE,ASHLAR,AND ANY POROUS 11 HEARTH MATERIAL STEEL JOIST STEEL JOIST DOUBLE HANGER HANGER TRIMMER 'REINFOR D OUTSIDE ASHPIT STEPPED-PAN THROUGH WALL FLASHING FLOOR FRAMING AT FIREPLACE FIREPLACES BACK TO BACK IN PARTY CE CONCRETE AIR INTAKE SLAB �— CLEANOUT DOOR IF FIREPLACE OPENING IS LESS THAN 6 S.F., 1"EXTERIOR PROVIDE A 16"HEARTH W/B"EXTENSION OF WHERE TRIM PROJECTS 2"INTERIOR BASE FOUNDATION NON COMBUSTIBLE MATERIAL ON EACH SIDE MORE THAN 1 1/2"FROM FACING BASEMENT IF FIREPLACE OPENING 1S 6 S.F.OR MORE, PROVIDE A 20"HEARTH W/12"EXTENSION W ASHPIT FOOTING OF NON-COMBUSTIBLE MATERIAL ON EA.SIDE H ^ J A 6"MIN.DIMENSION OF NON-COMBUSTIBLE WHERE TRIM PROJECTS CLEANOUT MATERIAL IS REQUIRED ABOVE THE FIRE BOX UP TO 1 1/2"FROM FACING Ld DOOR In IF COMBUSTIBLE MANTLE W/1-1/2'PROJECTION OR MORE IS USED,THEN A 12"MIN.DIMENSION O z TYPICAL FIREPLACE FRAMING DETAIL AOF BOVE THE FIRE NDN-COFIREBBLEMATRERIALISREQUIRED O AB BOX " FIREPLACE 2 FACING 12" W MIN FIRE CLAY LLd EZ2 V / z FLUE LINER ® 1 O O u � NOMINAL 1" ® 20" fW REINFORCED AIRSPACE MIN. Q CONCRETE FOOTING V g O J TYPICAL FIREPLACE SECTION MIN. CC 2' CC SMOKE MIN. 4" LLL- CHAMBER FIRE CLAY LOCATION OF FLUE LINER COMBUSTIBLE �I FIREPLACE TRIM g NOMINAL 1" ® �AIRSPACE DAMPER ® SMOKE MIN. SHELF lz WITH SMOKE STEEL PARGING M8N• i6° FIREPLACE CLEARANCE FIREPLACE CLEARANCE MANTCHAMBER MIN. TO COMBUSTIBLE MATERIAL HIGH EL ANGLE ® ® FIREPLACE HEARTH EXTENSION REQUIREMENTS FORMED DAMPER SMOKE SHELF ®® RUNIFORD STYLE CONVENTIONAL STYLE WITH ® GENERAL FIREBOX WALLS PARGING ® MASONRY FIREBOXES SHALL BE CONSTRUCTED OF SOLID MASONRY UNITS,HOLLOW STEEL FIREBRICK MASONRY CHIMNEYS SHALL BE CONSTRUCTED,ANCHORED,SUPPORTED AND RREINFORCED G ANGLE ®® AS REQUIRED IN CHAPTER 10ANDAPPLICA&E PRO VISIONS OFCHAPTER3,4A AND 6OF MASONRY UNITS GROUTED SOLID,STONE OR CONCRETE.WHEN LINING OF FIREBRICK G Alf T N.Y.S.RESIDENTIAL CONSTRUCTION CODE. CHIMNEYS SHALL BE STRUCTURALLW AT LEAST 2 INCHES IN THICKNESS IS PROVIDED,THE MINIMUM THICKNESS OF BACK AND SOUND,DURABLE,SMOKE-TIGHT AND CAPABLE OF CONVEYING FLUE GASES TO)THE SIDE WALLS SHALL EACH BE 8 INCHES OF SOLID MASONRY,INCLUDING THE LINING.THE ® EXTERIOR SAFELY. WIDTH OF JOINTS BETWEEN FIREBRICKS SHALL NOT BE GREATER THAN 1/4 INCH.WHEN B FIREBOX NO LINING IS PROVIDED,THE TOTAL MINIMUM THICKNESS OF BACK AND SIDE WALLS SHALL CORBELING BE 10 INCHES OF SOLID MASONRY.FIREBRICK SHALL CONFORM TO ASTM C 27 OR C 1261 RECTANGLE FLUE LINING FIREBRICK ®® MASONRY CHIMNEYS SHALL NOT BE CORBELED MORE THAN ONE-HALF OF THE i CHIMNEY'S AND SHALL BE LAID WITH MEDIUM-DUTY REFRACTORY MORTAR CONFORMING TO (STANDARD) HEARTH ®® WALL THICKNESS FROM THE WALL OR FOUNDATION, NOR SHALL A CHIMNEY BEE CORBELED ASTM C 199. AREA FROM A WALL OR FOUNDATION THAT IS LESS THAN 12 INCHES IN THICKNESS LUNLESS IT FIREBOX DIMENSIONS S .IN. A B T PROJECTS EQUALLY ON EACH SIDE OF THE WALL,EXCEPT THAT ON THE SECOPND STORY THE FIREBOX OF A CONCRETE OR MASONRY FIREPLACE SHALL HAVE A MINIMUM DEPTH OF OF A TWO-STORY DWELLING,CORBELING OF CHIMNEYS ON THE EXTERIOR OF-THE 51 8-1/2" 8-1/2" 3 4" FIREBOX - 20 INCHES.THE THROAT SHALL NOT BE LESS THAN 8 INCHES ABOVE THE FIREPLACE OPENING. ENCLOSING WALLS MAY EQUAL THE WALL THICKNESS.THE PROJECTION OF A SINGLELL 79 8-1/2" 13" 7 8" COURSE SHALL NOT EXCEED ONE-HALF THE UNIT HEIGHT OR ONE-THIRD OF THE UNIT THE THROAT OPENING SHALL NOT BE LESS THAN 4 INCHES IN DEPTH.THE CROSS-SECTIONAL C ®® AREA OF THE PASSAGEWAY ABOVE THE FIREBOX,INCLUDING THE THROAT,DAMPER AND 108 8-1 2" 18" 1" HEARTH ® AIR BED DEPTH,WHICHEVER IS LESS. SMOKE CHAMBER SHALL NOT BE LESS THAN THE CROSS-SECTIONAL AREA OF THE FLUE. 125 13" INLET REINFORCED CONCRETE ® ® CHANGES IN DIMENSION EXCEPTION: RUMFORD FIREPLACES SHALL BE PERMITTED, PROVIDED THAT THE DEPTH OF THE w GRILLE C 168 13" 17 3/4" 1" SLAB ®®® THE CHIMNEY WALL OR CHIMNEY FLUE LINING SHALL NOT CHANGE IN SIZE OR'.SHAPE FIREPLACE IS AT LEAST 12 INCHES AND ONE-THIRD OF THE WIDTH OF THE FIREPLACE OPENING, ®®® WITHIN 6 INCHES ABOVE OR BELOW WHERE THE CHIMNEY PASSES THROUGH FLOOR THAT THE THROAT IS AT LEAST 12 INCHES ABOVE THE LINTEL AND IS AT LEAST 1/20 THE 232 17-3 4" 17-3 4" 1-1/4" COMPONENTS,CEILING COMPONENTS OR ROOF COMPONENTS. CROSS-SECTIONAL AREA OF THE FIREPLACE OPENING. 279" 20" 20" 1-3/8" REINFORCED CONCRETE NOMINAL 1" TERMINATION SMOKE CHAMBER % — 338 20" 24" 1-1/2" SLAB SIDE SECTION AIRSPACE WITH CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A EBUILDING SMOKE CHAMBER WALLS SHALL BE CONSTRUCTED OF SOLID MASONRY UNITS,HOLLOW G I NONCOMBUSTIBLE WITHIN 10 FEET BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE HIGHEST POINT MASONRY UNITS GROUTED SOLID,STONE OR REINFORCED CONCRETE.CORBELING OF 420 24" 24" 1-5/8" INSULATION WHERE THE CHIMNEY PASSES THROUGH THE ROOF. MASONRY UNITS SHALL NOT LEAVE UNIT CORES EXPOSED TO THE INSIDE OF THE SMOKE S AIR PASSAGE NOMINAL 1" WALL THICKNESS CHAMBER.WHEN LINING OF VIRTRIFIED CLAY AT LEAST 5/8 INCH THICK,IS PROVIDED, Q� AIRSPACE WITH SIDE SECTION NONCOMBUSTIBLE MASONRY CHIMNEY WALLS SHALL BE CONSTRUCTED OF SOLID MASONRY UNIT.'S OR HOLLOW THE TOTAL MINIMUM THICKNESS OF FRONT BACK AND SIDE WALLS SHALL BE 6 INCHES J rr n^ INSULATION FIRE CLAY r H � v! O r � MASONRY UNITS GROUTED SOLID WITH NOT LESS THAN 4-INCH NOMINAL THICKNESS. OF SOLID MASONRY,INCLUDING THE LINING. FIREBRICK SHALL CONFORM TO ASTM C 27 � G � 11V A 7 � , } FLUE LINER -I ; FLUE LINING MATERIAL OR C 1261 AND SHALL BE LAID WITH MEDIUM-DUTY REFRACTORY MORTAR CONFORMING I r MASONRY CHIMNEY SHALL BE LINE .CLAY FLUE LININGS SHALL COMPLY WITW THE TO ASTM C 199.WHERE NO LINING IS PROVIDED,THE TOTAL MINIMUM THICKNESS OF I`-g-�f O z z F REQUIREMENTS OF ASTM C 315 OR EQUIVALENT. FRONT,BACK AND SIDE WALLS SHALL BE 8 INCHES OF SOLID MASONRY.WHEN INSIDE RECTANGLE FLUE LINING = O FIRE CLAY r LLJ r I IN LET SURFACE OF THE SMOKE CHAMBER IS FORMED BY CORBELING MASONRY,THE INSIDE SURFACE MODULAR CL FLUE LINER-� 1 INLETS TO MASONRY CHIMNEYS SHALL ENTER FROM THE SIDE.INLETS SHALL HAVE SHALL BE PARGED SMOOTH. J (MODULAR) � A THIMBLE OF FIRECLAY,RIGID REFRACTORY MATERIAL OR METAL THAT WILL IPREVENT HEARTH AND HEARTH EXTENSION AREA Cn _ O � THE CONNECTOR FROM PULLING OUT THE INLET OR FROM EXTENDING BEYONED THE MASONRY FIREPLACE HEARTHS AND HEARTH EXTENSIONS SHALL BE CONSTRUCTED S .IN. A B T � U WALL OF THE LINER. OF CONCRETE OR MASONRY,SUPPORTED BY NONCOMBUSTIBLE MATERIALS,AND SMOKE 57 7-1 2" 11-1 2' 3 4' Q rl Icn ," CHAMBER 87 11-1 2" 11-1 2" 7 8"ASH DUMP CLEANOUT REINFORCED TO CARRY THEIR OWN WEIGHT AND ALL IMPOSED LOADS. NO COMBUSTIBLE V CLEANOUT OPENINGS LOCATED WITHIN FOUNDATION WALLS BELOW FIREBOXEfS,WHEN MATERIAL SHALL REMAIN AGAINST UNDERSIDE OF HEARTHS AND HEARTH EXTENSIONSLp SMOKE PROVIDED,SHALL BE EQUIPPED WITH FERROUS METAL OR MASONRY DOORS AaND SHALL AFTER CONSTRUCTION, A 120 it-1 2" 15-1 2" 1" N CHAMBER SHALL CONSTRUCTED TO REMAIN TIGHTLY CLOSED EXCEPT WHEN IN USE.CLEANOUTS HEARTH EXTENSION DIMENSIONS 162 15-1 2" 15-1 2" 1-1 8" SHALL BE ACCESSIBLE AND LOCATED SO THAT ASH REMOVAL WILL NOT CREATIE A HEARTH EXTENSIONS SHALL EXTEND AT LEAST 16 INCHES IN FRONT OF AND AT LEAST HAZARD TO COMBUSTIBLE MATERIALS. 8 INCHES BEYOND EACH SIDE OF THE FIREPLACE OPENING.WHERE THE FIREPLACE 208 15-1 2" 19-1/2" 1-14" CONVENTIONAL SINGLE-FACE OPENING IS 6 SQUARE FEET OR LARGER THE HEARTH EXTENSION SHALL EXTEND AT 262 19-1/2" 19-1/2` 1-3 8" CHIMNEY CLEARANCES LEAST 20 INCHES IN FRONT AND AT LEAST 12 INCHES BEYOND EACH SIDE OF THE FIRE- FIREPLACE DIMENSIONS(IN.) DAMPER ANY PORTION OF A MASONRY CHIMNEY LOCATED IN THE INTERIOR OF THE BUILDING FINISHED FIREPLACE ROUGH 320 19-1/2" 23-1/2" 1-1 2" HIGHOR WITHIN THE EXTERIOR WALL OF THE BUILDING SHALL HAVE A MINIMUM AIIR SPACE PLACE OPENING. A OPENING BRICKWORK 385 23-1/2" 23-1/2" 1-5 8" FORMEDDAP•1PER CLEARANCE TO COMBUSTIBLES OF 2 INCHES.CHIMNEYS LOCATED ENTIRELY ODUTSIDE FIREPLACE CLEARANCE L STEEL ANGLE THE EXTERIOR WALLS OF THE BUILDING,INCLUDING CHIMNEYS THAT PASS THWOUGH ALL WOOD BEAMS,JOISTS,STUDS AND OTHER COMBUSTIBLE MATERIAL SHALL HAVE A A B C IDI E IF H I J THE SOFFIT CORNICE,SHALL HAVE A MINIMUM AIR CLEARANCE OF 1 INCH.THEE AIR CLEARANCE OF NOT LESS THAN 2 INCHES FROM THE FRONT FACES AND SIDES OF MASONRY RULACE D SINGLE-FACE 24 24 16111114118 32 10 19 L STEEL ANGLE FIREPLACES AND NOT LESS THAN 4 INCHES FROM THE BACK FACES OF MASONRY FIREPLACE DIMENSIONS(IN.) SPACE SHALL NOT BE FILLED,EXCEPT TO PROVIDE FIRE BLOCKING IN ACCORDANCE 26 24 16 13 14 18 34 11 21 WITH SECTION R1001.16 OF N.Y.S.RESIDENTIAL CODE. FIREPLACES.THE AIR SPACE SHALL NOT BE FILLED,EXCEPT TO PROVIDE FIRE BLOCKING FINISHED FIREPLACE ROUGH A (( i jJ IN ACCORDANCE WITH SECTION R1003.13 OF N.Y.S.RES.CODE. OPENING BRICKWORK 28 24 16 15 14 18 36 12 21 CHIMNEY CRICKET EXCEPTION: A B C D E F H I J 30 29 16 17114123 38 13 24 CHIMNEYS SHALL BE PROVIDED WITH CRICKETS WHEN DIMENSION PARALLEL ITO THE 1). MASONRY FIREPLACES LISTED AND LABELED FOR USE IN CONTACT WITH COMBUSTIBLES 36 32 16 16 16 28 44 14 27 32 29 16 19 14 23 40 14 24 ROUND FLUE LINING RIDGELINE IS GREATER THAN 30 INCHES AND DOES NOT INTERSECT THE RIDG11ELINE.THE IN ACCORDANCE WITH UL 127 AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INTERSECTION OF THE CRICKET AND THE CHIMNEY SHALL BE FLASHED AND COUNTER 40 32 16 16 16128 48 16 29 36 29116 23 14 23 44 116127 AREA FLASHED IN THE SAME MANNER AS NORMAL ROOF-CHIMNEY INTERSECTIONS.CRICKETS CONTACT INSTRUCTIONS ARE PERMITTED TO HAVE COMBUSTIBLE MATERIAL IN A T LENGTH 5 SHALL BE CONSTRUCTED IN COMPLIANCE WITH N.Y.S.RES.CODE. CONTACT WITH THEIR EXTERIOR SURFACES. 40 37 16 16 16133 48 16 29 40 29 16 27 14 23 48 16 29 . IN. 2).WHEN MASONRY FIREPLACES ARE PART OF CONCRETE WALLS,COMBUSTIBLE MATERIALS 40 40 20 20 20 32 48 16 29 42,32 16.29 16 24 50 17 32 47 8" 3 4" T-O' FOOTINGS AND FOUNDATION SHALL NOT BE IN CONTACT WITH THE MASONRY OR CONCRETE WALLS LESS THAN 12 INCHES 48 37 16 16 16 33 56 18 36 48 32 18 33 16 24 56 20 37 74.5 10" 7 8" 2'01" FOUNDATIONS FOR MASONRY FIREPLACES AND THEIR CHIMNEYS SHALL BE CONNSTRUCTED FROM THE INSIDE SURFACE OF THE NEAREST FIREBOX LINING. OF CONCRETE OR SOLID MASONRY AT LEAST 12 INCHES THICK AND SHALL EXTEND AT LEAST 3). EXPOSED COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING MATERIALS SUCH AS WOOD 48 40 20.20 20 32 56 18 36 54 37 20 37116 29 68 26 45 108 12" 1" T-01" .. 6 INCHES BEYOND THE FACE OF THE FIREPLACE OR SUPPORT WALL ON ALL SID)ES. SIDING,FLOORING AND DRYWALL SHALL BE PERMITTED TO ABUT THE MASONRY FIREPLACE 4$48 20120 20 40 56 18 36 60 37 22 42 16129 72 26 45 171 15" 1-1/8" 2-D' •�-•-..,�,{�, FOOTINGS SHALL BE FOUNDED ON NATURAL,UNDISTURBED EARTH OR ENGINEERED FILL SIDE WALLS AND HEARTH EXTENSION IN ACCORDANCE WITH N.Y.S.RES.CODE FIGURE R1003.12, {.'':may" ':` s" s `r BELOW FROST DEPTH. PROVIDED SUCH COMBUSTIBLE TRIM OR SHEATHING IS A MINIMUM OF 12 INCHES FROM THE 54 40 20120120 32 66 23 45 60 40 22 42 18 30 72 26 45 240 18 1-1 4 2 !b ;a r 5. .';'� DRAWN: MH/MS FLASHING INSIDE SURFACE OF THE NEAREST FIREBOX LINING. 54 48 20 20 20 40 66 23 45 72 40 22 54 18 30 84 132156 298 20 1-3 8' 2 01" SCALE: 1/4"=1'-0" FRONT ELEVATION FRONT ELEVATION ALL FLASHING FOR FIREPLACE AND CHIMNEY IS TO BE LEAD OR LEAD COATED(COPPER 4). EXPOSED COMBUSTIBLE MATERIALS OR TRIM MAY BE PLACED DIRECTLY ON THE FIREPLACE 54 54 20 20 20 46 66 21 42 84 40 24 64 18 30 96 136161 433 24" 1-5 8" 2'0" � � `. JOB#: UNLESS OTHERWISE INSTRUCTED.EMBED FLASHING BETWEEN THE CHIMNEY AND THE ROOF FRONT SURROUNDING THE FIREPLACE OPENING,PROVIDED SUCH COMBUSTIBLE MATERIALSy e g 60 48 20120120140172 24 45 96 40 24 76 18 30 108 42 75 November 10,2006 AND UNDER THE ROOFING MATERIAL TO PREVENT RAIN FROM LEAKING BETWEEN THE SHALL NOT BE PLACED WITHIN 6 INCHES OF A FIREPLACE OPENING.COMBUSTIBLE MATERIAL i i.+ , CONVENTIONAL FIREPLACE RUM FORD FIREPLACE ROOF AND THE CHIMNEY. WITHIN 12 INCHES OF THE FIREPLACE OPENING SHALL NOT PROJECT MORE THAN 1/8INCH .. 4 SHEET NUMBER: FOR EACH 1 INCH DISTANCE FROM SUCH AN OPENING. si 2 "¢ 1-y ram" 1H REVISIONS: REVIEW SET OS/23/06 BID SET 10/19/06 ADDENDUM 11/07/06 BLDG.DEPT. 11/10/06 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 6"MIN. 2X6 ACQ SILL PLAT 4'-0"O.C. 12"MAX. COPPER COATED TERMITE SHIE TYPICAL SPACING USE THE FOLLOWING APPROVED USP METAL CONNECTOfQS FOR PROPER WIND RESISTANT # GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SILL SEAL -_ � c c 6„!D � •-, � �:. 6"MIN. 45 REBA o• 8" - "-- ANCHOR BOLA- MIN. , 12"MAX. (SEE ANCHOR BOLT DETAIL) o , TYPICAL CORNER' r KING STUDS 4 GRADE TO SLOPE Q �•. .•�► � 0"° AWAY FROM BLDG. POURED CONCRETEp ENDWALL RAFTER WALL STUD FOUNDATION WALL a a ASPHALTUM MEMBRANE TO GRADE FING CRIPPLE STUD ANCHOR BOLT SPACING ^� 0 BOTTOM PLATE RIDGE 1l2"PREMOLDED FILLER ° LEDGER BATHTUB AT PERIMETER OF SLAB q HEADER DOUBLE JOIST 6X6 STEEL WIRE MESH P v PROVIDE 2X4 KEY " O SIDEWALL 4"THICK p ° a A RAFTER CONCRETE SLAB o 0 JACK STUDS 2X6 ACQ SILL PLAT 3"SQ.WASHER& N FLOOR USP NUMBER DESCRIPTION APPLICATION COPPER COATED TERMITE SHIE END NUT SETUP 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 6 mil.POLY p ° SILL SEAL VAPOR BARRIER 1 ITo � 12" '� ANCHOR TO FOUNDATION W/ANCHOR BOLTS �7.0 !? g•(� Uj m M BATH!SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT 4"COARSE SAND a 3° #5 REBA 8"MINIMUM " �_4 M - CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBIER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR EMBEDMENT HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS.UNDER WALL. OR GRAVEL — 5/8"DIA,ANCHOR BOLT 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12"20ga,STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ( ) 4'-0"O.C. TYPICAL o " ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE COMPACTED " ( ) n� u w Ln THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC CLEAN FILL 4 16" #5 REBAR ti O o It v POURED CONCRE � .. WALL STUD FOUNDATION WALL q� U THROUGH-ROOF EXHAUST ° a e VENTS SELECTED AND INOTES: TYPICAL FOUNDATION WALL LOCATED BY CONTRACTOR 1).USE 518"DIA.ANCHOR BOLTS w/MINIMUM 8"EMBEDMENT INTO POURED METAL STRAP A , CONCRETE(15"MIN.IN CONC.BILK.)w/3"SQUARE WASHERS AND END NUT CRICKET AT TOP-SIDE OF VENTILATION CHANNEL SCALE: �/`1'„ - O f SETUP. RIM BOARD CHIMNEY AS REQUIRED RAFTER RAFTERS ;2).ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY HOLD SILL PLATE(S) WALL SHEATHING MAINTAIN DOWNS FOR SHEAR WALLS. VENTILATION WOOD JOIST SIDEWALL FLASHING BLOCKING S).ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MINIMUM TO 12" FOUNDATION TOP PLATE BLOCKING MAXIMUM FROM ENDS AND CORNERS. ' - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL F PROVIDED WITH A FASCIA ANCHOR BOLT DETAIL BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - BASEMENT FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER WINDOW ROOFING TO AVOID SOAKING WOOD GIRDER INSTALL 4'0"O.C. THE SPACE VENTILATED. ALL OPENINGS SCALE: 3/4" - 1'-0" 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS1�j SOFFIT SHALL BE COVERED WITH CORROSION- I C SCREENED VENT ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH j CONTIN. SOFFIT/EXT.PLYWOOD FLASHING TO FORM CHANNEL OPENINGS OF INCH IN DIMENSION. INSTALL 4'0"O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED SAYE 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR FLOOR.JOISTS W EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND BOX IN OPENINGS INSTALL 4'0"O.C. ACTION CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS w/'2X8 ACQ 14"-16" LSTA36 1-1/4"x36" 18ga.STRAP AND JACK STUDS i 8" 12"RAFTER RT20 21-1l8"x 20ga.TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT,ON EAVE DETAIL OF FLASHING 2ND.FLOOR WALL (n , O H #5 REBAR ~ / ROOFING LAPS BASE #5 REBAR 6„ R FLASHING 4 INCHES GIRDER � Z O RAFTER RIDGE CAP OF SAME INSTALL#5 REBAR IN W ~ BASE FLASHING WRAPS CORNERS, MATERIAL AS ROOFING FOUNDATION WALL IN U EXTENDS UNDER SHINGLES AT NAILED TO SHEATHING EACH WINDOW ALLA O SIDES 4 INCHES AND LAPS THROUGH VENT O \ SHINGLES AT BASE MIN.4 INCHES WOOD JOIST _4-3/8"X2" LAG SCREWS z TOP PLATE 4" STEEO O v �''`� (� GIRDER/HEADER � PIPE COLUMN • S 1 E WALL F-LY46H�NCB � 1ST,FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST FOUNDATION AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLAiSHINGa AT ALL EAVES, SIDEWALLS, WALL STUD WALL ' FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKE,5 -- PROVIDE HEMMED EDGES SO RAFTER INSTALL 4'0"O.C. AS TO FOR'•M DRAINAGE CHANNELS AND CAPILLARY ACTION 4"-8" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL IT"O.C, RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS 8"-16" MSTA48 1-1/4"x48" 16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR OF ROOF PLATES TO EACH STUD WINDOW OPENING DETAIL DBL.SILL PLATE \ v SUBFLOOR SCALE: 3/4" - V-011 TERMITE SHIELD SILL GASKET / WOOD JOISTS NEOPRENE ' 4"THICK CONCRETE SLAB w/ TYP.CONC.FOUNDATION CONC.SLAB ' 2x6 /2xB CONTINUOUS WOOD PLATE GASKET 6X6 STEEL WIRE MESH DAMPPROOF EXTERIOR 6 MIL.POLY V. ' BOLTED TO STEEL BEAM WITH p p v GRANULAR FILL Q Q 6MIL POLY ON EXTERIOR ,^ i I 1/2 " DIA. BOLTS -0 48" o.c. STACK. ° ° v ` STEEL COLUMN lip n f 'a ° a ° d p' o r d p ' -nil POLY \1 CONC.SLAB /�' �'A - c ROOF JACK o // I I \ " STEEL BEAM VAPOR BARRIER `'• ° < p p , tb COMPACT FILL 4" x I/4" x 8" STEEL L> �- o Q � 0 i 4 -p ` ROOFING LAPS . ' TOP AND BOTTOM PLATE � v a ,11 / FLASHING AT WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING / /! �- A CONC.FTG, ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP I/2 GROUT o v .a (USP LBPS58 OR BP583) 3" STEEL COLUMN p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCHOR BOLT I I DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS 10 KIPS SILL PLATE TO FOUNDATION ROOFING AT BOTTOM - CONCRETE FTG. CRAWL SPACE OR FOUNDATION 1 STORY 72"oc TYPICAL SEAM DETAIL (SEE FOUNDATION PLAN) TYPICAL CONC.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"A2"CONC.FTG. CRAWL SPACE OR FOUNDATION STEEL / SOTTOM SEAR I NCx COLUMN DETAIL WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS VENTS DETAIL SCALE: 3/4" V-011 N r SUBFLOOR (f� < CONC.SLAB DOOR FRAME � z 6X6 10/10 WWM DOOR xE_� JOIST z COMPACT FILL ' DOOR �— Q FOR BLOCKOUT STEEL BEAM CL F 4" SLAB ;i P.T.PLATE W/ 6X6 WMM c i I I 5G RI FOUNDATION WA <t = 1/2"AIR SPACE `A • <� ° ° „ ° 4 DRIVEWAY— .. NOTCH JOIST AND ADJUST HEIGHT ( v < � I/2 ° (WITH A NAILING PLATE IF NEEDED)AT END AND e' p , ° ° :° d Q GRADE -<<' -'��- - ° DES OF WOOD o`4 p p o .; ° STEEL BE TOO ALLOW OR SHRINKAGE \ >2T T z v fl W IN y� a _ _ a_ _ _ ;',='p - BEAMS II-I IJI I-1 1-11 ° ° °° ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) / c%j 6X6 W.W.M. T 12' •n 4 � _ �' ° � I —1 I—III-1 I�I I 0 ti o 4 o c �'A .� A,� 41, � �, NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM -I ° ° , ° ° �-� r SUBFLOOR / MAXIMUM SLOP MIN. �- ° �• ° n ,1_I p p " -p ul-I 1 STEEPNESS 1 4 REINFORCING BAR NOTCH EQUALS 1!4 DEPTH OF BEAM ° I I-I I IF NEEDED . D -z REINFORCING BAR a•° -IL °, 4°,°'� =p _ �-�--JOIST DRAIN TILE I•+� ►I 1- a IT 2 MAXIMUM n °° SHEET METAL/30#FELT UNDER BEAM AT POINT /-'A ° t-I STEEPNESS 12" -L \ fP STEEL BEAM p OF CONTACT WITH CONCRETE OR CONC.BLOCK _i i i_iii_iii-iTt—iT-iTi_i i- e ° 2 3 SHIMS TO LEVEL BEAM f—PLATE(BOLTED TO BEAM) Q 2 X FOOTING WIDTH TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •° c° / MINIMUM SPACING REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. / CONCRETE FOOTINGS 3 MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR SLOCKOUT DISCONTINUOUS FOOTINGS CONTINUOUS FOOTING SEAM POCKET STEPPED FOOTING DETAIL � i'l DRAWN: MH/MS fr C,e,�•_� ,old r;r SCALE: 1/4"=V-0„ 5�'i; f • ` JOB#: ) . November 10,2006 o '{ z SHEET NUMBER: oh A= 14 pc� � ° REVISIONS: REVIEW SET 09/23/06 BID SET 10/19/06 ADDENDUM 11/07/06 BLDG.DEPT. 11/10/06 WEATHER RESISTIVE BARRIER (CHECK LOCAL BUILDING CODE FOR REQUIREMENTS) WALL SHEATHING WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS - GRACE VYCOR �PLUS- DECKING ----� USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION, FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. KING STUDS � �� o . 4"DIA.MAXIMUM RAFTER CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD " LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED " 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE z RAFTER JACK STUDS 0 i0 M eV GRACE 'VYCOR 0 RAFTER-TO-LEDGER CONNECTION DECK PROTECTOR v m N LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1).Unless otherwise noted,all framing material to be 41 ACQ pressure treated lumber. LEDGER BOARD Q"' k y w STAIR RAILING•: LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JJACK STUD All fasteners,hangers and anchors to be galvinized or stainless steel. Z u, ROOF LSTA24 1 x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Cn N c Girders on concrete piers shall be anchored with proper steel connectors anchored GRACE VYCOR DECK PROTECTOR SELF-ADHERED FLASHING i 1/2"SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. �j r INSTALL GRACE VYCOR PLUS FLASHING AT DECK LEDGER. ro MINIMUM 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete INSTALL AS PER MANUFACTURIE'S WITTEN INSTRUCTIONS. fl footing.Use a minimum 112"dia x 7"long anchor bolt with washers and nuts.Footings Shall s be 3 ft.below grade. HANDRAILS RAFTER 4).Deck joists to have blocking at 8'0 o.c.. RAFTER 2X CONTINUOUS 2X6 CONTINUOUS NAILER 5/4"CONTINUOUS 5).Flashing shall be installed between the building and ledger.Lapping up the sheathing NAILER FURRING STRIP and over the ledger.Ledger to be fastened to building with 112"dia.bolts with washers CEILING CEILING POST and nuts at 16"o.c. \\// TOP PLATE 6).Concrete piers shall be a minimum 6"above grade. x 5-1/4"SPRUNG CROWN / TOP PLATE 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored 3/4"CONTINUOUS PLYWOOD g BALUSTERS to girder(s). SUPPORT STRIPS 8, RIM/DECK JOTS ° 5-1/4"SPRUNG CROWN I OPEN i3ALUSTER ATTACHED TO WALL WALL STUD WALL STUD ° 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9).Use Simpson hangers and anchors with 2-MAX tripple protective coating or equal HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION for any contact with ACQ. IX SIDE TRIM W/3/8"BEAD 3/4"CONTINUOUS PLYWOOD RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION 1X BOTTOM TRIM 3-1/2" 1X SIDE TRIM W/3/8"BEAD &CHAMFER. 1X BOTTOM TRIM SUPPORT STRIPS ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH INSTALL WITH A 3/8' REVEAL LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH &CHAMFER. W OFTHE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RT15 TYDOWN ANCHOR NAILING SCHEDULE INSTALL WITH A 3/8"REVEAL BELOW BOTTOM TRIM SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4 -6'RAFTER RT10 10-3!4 CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION x i8ga.TYDOWN ANCHOR BELOW BOTTOM TRIM CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN, (2) 1/2"DIA.GALV.BOLTS WITH WASHERS AND NWTS PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD NAIL SHEATHING:NAIL D N EACH RAFTER JOINT DESCRIPTION NOTES J CITY. SPACING WALL COFFERED CEILING DETAIL 0 a STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM-SBC SCALE: 1-1/2" = 1 -0" = w 4"MAX. o Q Z 4" DIA.MAXIMUM NOTE: ' - , 0 GIRDER/HEADER 1).TRIM WORK TO BE POPLAR IF PAINTED ^ u GIRDER/HEADER ROOF FRAMING: &CHERRY IF STAINED. ° ° NAIL JOINT DESCRIPTION QN SPACING NOTES 2).DO NOT SPLICE. o z ]OIST POST/COLUMN ° O Z RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL 3).TRIM TO BE NAILED EVERY 16 IIWCHES WITH TOP PLATE 10'WALL:4-8d COMMON RAFTER 16-GAUGE FINISH NAILS.NAIL HOLES TO V M POST/COLUMN CEILING JOIST 8'WALL:3-8d COMMON EACH FILLED IN WITH SOFT,RUB-IN-TYPE PUTTY. TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL ^^ CEILING JOIST TO AS PER TABLE 3.7 EACH FACE 4). MITER CORNERS.GLUE AND FASTEN CORNER 1..1.E GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL JOINTS WITH FINISH NAILS. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE LOCATION USP NUMBER DESCRIPTION APPLICATION TO RAFTER WFCM-SBC END NAIL AZEK TRIM WORK SPECIFICATIONS SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE DECK/f=ORCH R,411_INC-� TO RAFTER 2-8d COMMON END NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN P6566/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NJUTS RIM BOARD 2-16d COMMON EACH END F�O_I ST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST TO RAFTER END NAIL 1). GENERAL 7). FINISHES A).CELLULAR PVC TRIM BOARDS FOR CORNER BOARDS,SOFFITS,FASCIAS,BATTENS, A).AZEK PRODUCTS DO NOT REQUIRE PAINT FOR PROTECTION,BUT MAY BE PAINTED TO ACHIEVE DOOR PILASTERS,FRIEZE BOARDS,RAKE BOARDS,ARCHITECTURAL MILLWORK A CUSTOM COLOR. AND DOOR/WINDOW TRIM. B).PREPARATION: 2). QUALITY ASSURANCE 1).IWO SPECIAL SURFACE PREPARATIONS ARE REQUIRED PRIOR TO PAINTING-SANDING IS NOT A). REGULATORY REQUIREMENTS:CHECK WITH LOCAL BUILDING CODE FOR INSTALLATION NECESSARY FOR PAINT ADHESION. ° STU WALL FRAMING: REQUIREMENTS. a).SURFACE MUST BE CLEAN AND DRY. T BEARING PLATE NAIL NAIL B).ALLOWABLE TOLERANCES: b). NAIL HOLES TO BE FILLED WITH A POLYURETHANE OR ACRYLIC BASED CAULK. GIRDE JOINT DESCRIPTION QTY. SPACING NOTES 1).VARIATION IN COMPONENT LENGTH:-0.00/+1,00" c). USE A 100%ACRYLIC LATEX PAINT WITH A LIGHT REFLECTIVE VALUE(LRV)OF 55 OR HIGHER. o : TOP PLATE TO PER FACE NAIL 2).VARIATION IN COMPONENT WIDTH: +/-1/16" d). FOLLOW THE PAINT MANUFACTURER'S RECOMMENDATION TO APPLY. 2_16d COMMON ti TOP PLATE FOOT 3).VARIATION IN COMPONENT THICKNESS: +/- 1/16" 8). INSTALLATION o TOP PLATES AT JOINTS FACE 4).VARIATION IN COMPONENT EDGE CUT: +/-1/16" A). MANUFACTURERS INSTRUCTIONS WOOD JOIST >' °' INTERSECTIONS 4-16d COMMON EA.SIDE NAIL 5).VARIATION IN DENSITY: -0/+10% 1).COMPLY WITH MANUFACTURER'S PRODUCT CATALOGUE INSTALLATION INSTRUCTIONS 3). DELIVERY, STORAGE AND HANDLING AND PRODUCT TECHNICAL BULLETIN INSTRUCTIONS. >. STUD TO 2-16d COMMON 24" FACE A),TRIM MATERIALS SHOULD BE STORED ON A FLAT AND LEVEL SURFACE ON A FULL B).CUTTING: LEDGER GIRDER/HEADER I I CONCRETE PIE STUD O.C. NAIL SHIPPING PALLET.HANDLE MATERIALS TO PREVENT DAMAGE TO PROTECT EDGES 1).AZEK PRODUCTS CAN BE CUT USING THE SAME TOOLS USED TO CUT LUMBER. HEADER TO 16"O.C. FACE AND CORNERS.STORE MATERIALS UNDER A PROTECTIVE COVERING TO PREVENT 2).CARBIDE TIPPED BLADES DESIGNED TO CUT WOOD WORK WELL.AVOID FINE TOOTH WOOD JOIST > HEADER 16d COMMON ALONG EDGES NAIL METAL CUTTING BLADES. WOOD JOIST 'f.'" JOBSITE DIRT AND RESIDUE FROM COLLECTING ON THE BOARDS. > TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END 4). WARRANTY 3).ROUGH EDGES FROM CUTTING MAY BE CAUSED BY EXCESSIVE FRICTION,POOR PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL A). PROVIDE MANUFACTURER'S 25 YEAR WARRANTY AGAINST DEFECTS IN MANUFACTURING BOARD SUPPORT OR WORN OR IMPROPER TOOLING. BOTTOM PLATE TO: THAT CAUSE THE PRODUCTS TO ROT,CORRODE,DELAMINATE OR EXCESSIVELY SWELL C).DRILLING FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL FROM MOISTURE. 1).AZEK PRODUCTS CAN BE DRILLED USING THE SAME TOOLS USED TO DRILL LUMBER. (MINIMUM) END JOIST OR BLOCKING FOOT 2). DRILLING AZEK PRODUCTS IS SIMILAR TO DRILLING A HARDWOOD.CARE SHOULD BE CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I 5 . MATERIALS THE PROPER STEEL CONNECTOR. I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION ) TAKEN TO AVOID FRICTIONAL HEAT BUILDUP. LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA. BOLTS @16"OC WITH WASHERS OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION A).ACCEPTABLE PRODUCTS:AZEK BRAND TRIMBOAPDS MANUFACTURED BY VYCOM 3). USE STANDARD WOODWORKING DRILLS.DO NOT USE DRILLS MADE FOR NORMAL IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS I I CORPORATION,801 COREY STREET,MOOSIC,PA 18507. RIGID PVC. TO ALLOW FOR SHRINKAGE. ROD I (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER B).MATERIAL: FREE FOAM CELLULAR PVC MATERIAL WITH A SMALL-CELL MICROSTRUCTURE 4).PERIODIC REMOVAL OF AZEK SHAVINGS FROM THE DRILL HOLE MAY BE NECESSARY. REQUIRED I AND DENSITY OF.55 GRAMS. FOR STU (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER 1).MATERIAL SHALL HAVE A MINIMUM PHYSICAL AND PERFORMANCE PROPERTIES D).MILLING DECK FRAMING: SPECIFIED IN SECTION 2.01,C FROM AZEK SPECIFICATION SECTION 06 60 00. 1).AZEK PRODUCTS CAN BE MILLED USING STANDARD MILLING MACHINES USED TO Q� MILL LUMBER. FLASHING TUCKED UNDER I I NAIL NAIL 6). ACCESSORY PRODUCTS V) 0 JOINT DESCRIPTION NOTES 2). RELIEF ANGLE 20deg,TO 30deg. TOP PIECE OF SIDING AND CITY. SPACING A).FASTENERS: 3).CUTTING SPEED TO BE OPTIMIZED WITH THE NUMBER OF KNIVES AND FEED RATE. 0 } LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE 1). USE FASTENERS DESIGNED FOR WOOD TRIM AND WOOD SIDING(THINNER SHANK, Z Z THREADED ROD E).ROUTING 4-8d COMMON BLUNT POINT,FULL ROUND HEAD WITH AZEK. PIECE OF SIDING BELOW SILL,TOP PLATE OR GIRDER JOIST NAIL ) 1).AIZEK PRODUCTS CAN BE ROUTED USING STANDARD ROUTER BITS AND THE SAME r-'i W 2).USE A HIGHLY DURABLE FASTENER SUCH AS STAINLESS STEEL OR HOT-DIPPED 0 BRIDGING EACH TOE TOOLS USED TO ROUT LUMBER. CNW COUPLER NUT 2-Sd COMMON GALVANIZED. a 1/2"DIA. LAG BOLTS W/WASHERS TO JOIST END NAIL 2).CARBIDE TIPPED ROUTER BITS ARE RECOMMENDED. 3).STAPLES,SMALL BRADS AND WIRE NAILS MUST NOT BE USED AS FASTENING MEMBERS. r C) CONNECTED TO BLDG. @16"OC POST BLOCKING EACH TOE 4).THE FASTENERS SHOULD BE LONG ENOUGH TO PENETRATE THE SOLID WOOD SUBSTRATE F).EDGE FINISHING �+J Q = MINIMUM 2-8d COMMON 1).EDGES CAN BE FINISHED BY SANDING,GRINDING OR FILING WITH TRADITIONAL (n U TO JOIST END NAIL A MINIMUM OF 1-1/2". WOOD JOIST END DISTANCE WOOD WORKING TOOLS. En (- BLOCKING TO: 3-16d COMMON EACH TOE 5).STANDARD NAIL GUNS WORK WELL WITH AZEK TRIM PRODUCTS. Q u SILL OR TOP PLATE BLOCK NAIL G).NAIL LOCATION 6). USE 2 FASTENERS PER EVERY FRAMING MEMBER FOR TRIMBOARDS APPLICATIONS. � z BLOCKING p 1).USE 2 FASTENERS PER EVERY FRAMING MEMBER FOR TRIMBOARD APPLICATIONS. U LEDGER STRIP EACH FACE TRIMBOARDS 12"OR WIDER AS WELL AS SHEETS WILL REQUIRE ADDITIONAL FASTENERS. � � :.,• - MINIM U 3-16d COMMON 2).TRIMBOARDS OVER 12"OR WIDER,AS WELL AS SHEETS,WILL REQUIRE ADDITIONAL N FLOOR FRAMING o 'o END NCE TO BEAM JOIST NAIL 7).FASTENERS MUST BE INSTALLED NO MORE THAN 2"FROM THE END OF EACH BOARD. FASTENERS. Q d- 2x JOISTS 12"x12"x12" ", JOIST ON LEDGER PER TOE 8).AZEK SHOULD BE FASTENED INTO A FLAT,SOLID SUBSTRATE.FASTENING AZEK INTO ti •o� g;•' CONCRETE FOOTING �• •• •� •� TO BEAM 3-8d COMMON JOIST NAIL HOLLOW OR UNEVEN AREAS MUST BE AVOIDED. 3).FASTENERS MUST BE INSTALLED NO MORE THAN 2"FROM THE END OF EACH BOARD. WOOD GIRDER f" 9), PRE DRILLING IS TYPICALLY NOT REQUIRED UNLESS A LARGE FEATHER IS USED OR H).THERMAL EXPANSION AND CONTRACTION BAND JOIST PER END 1).AZEK PRODUCTS EXPAND AND CONTRACT WITH CHANGES IN TEMPERATURE. LAG BOLTS Q 10).3/8"AND 1/2"SHEET PRODUCT IS NOT INTENDED TO BE RIPPED INTO TRIM PIECES. BLOCKING FOR JOIST HANGER °a TO JOIST 3-16d COMMON JOIST NAIL PRODUCT IS INSTALLED IN LOW TEMPERATURES. 2). (PROPERLY FASTENING AZEK MATERIAL ALONG ITS ENTIRE LENGTH WILL MINIMIZE HOLLOW COLUMN UPLIFT BAND JOIST TO: PER THESE PROFILES MUST BE GLUED TO A SUBSTRATE AND MECHANICALLY FASTENED. EXPANSION AND CONTRACTION. o � ° SILL OR TOP PLATE 2-16d COMMON FOOT TOE NAIL 3).WHEN PROPERLY FASTENED,ALLOW FOR 1/8'PER 18 FOOT OF AZEK PRODUCT FOR RIM JOIST/BD. a G SIMPSON STRONG TIE MODEL STRR1/2 B).ADHESIVES: DECK POST FTG. CONNECTION EXPANSION AND CONTRACTION. SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS 1).GLUE ALL AZEK TO AZEK JOINTS SUCH AS WINDOW SURROUNDS,LONG FASCIA RUNS, 4).JOINTS BETWEEN PIECES OF AZEK SHOULD BE GLUED TO ELIMINATE JOINT SEPARATION. PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATIION etc.WITH AZEK ADHESIVE,A CELLULAR PVC CEMENT,TO PREVENT JOINT SEPARATION. WHEN GAPS ARE GLUED ON A LONG RUN OF AZEK,ALLOW EXPANSION AND CONTRACTION USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH I FOOTING 2).THE GLUE JOINT SHOULD BE SECURED WITH A FASTENER AND/OR FASTENED ON EACH AT ENDS OF THE RUN. DECKIPORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH I FOOTING SIDE OF THE JOINT TO ALLOW ADEQUATE BONDING TIME. 3).AZEK ADHESIVE HAS A WORKING TIME OF 10 MINUTES AND WILL BE FULLY CURED IN 24 HOURS. 4).IF STANDARD PVC CEMENTS ARE USED,KEEP IN MIND THESE PRODUCTS TYPICALLY CURE QUICKLY WHICH WILL RESULT IN LIMITED WORKING TIME AND MAY REDUCE ADHESIVE STRENGTH. 5).SURFACES TO BE GLUED SHOULD BE SMOOTH,CLEAN AND IN COMPLETE CONTACT WITH EACH OTHER. 6).TO BOND AZEK TO OTHER SUBSTRATES,VARIOUS ADHESIVES MAY BE USED.CONSULT „ ADHESIVE MANUFACTURER TO DETERMINE SUITABILITY. C).SEALANTS: - ,;`, ", .�•., . 1).USE URETHANE,POLYURETHANE OR ACRYLIC BASED SEALANTS WITHOUT SILICONE. ter+ ••`,P "... I�y4 lS.�\\ y ,- ' ' <• DRAWN: MH/MS SCALE: 1/4"=V-0„ JOB . November 10, 2006 ll ti fiwbf�. �';, SHEET NUMBER: REVISIONS: REVIEW SET 09/23/06 BID SET 10/19/06 ADDENDUM 11/07/06 BLDG.DEPT. 11/10/06 JOIST DETAILS Piste nail - 16d f3-1/2") 2xa�, to Plate nail - 16d (3-1/2") ALLOWABLE HOLES - TJI Joists box at lro" on-center- on-center box at 12 on-center INTERMEDIATE BEARING I�j Floor panel nail - 8d NO LOAD BEARING WALL ABOVE �Floor anal nail - Sd (2-1-2") Load bearing or -hear wall No field cut holes y p 2-I/2") common at 6'I I-I/2"hole ma be � common at roll on-center- above (must stack over wall In hatched sea Table A bee Table 0 out anywhere In on-centerbelow) Web stiffeners zones See Table see Table web out- A g aide hatched zone DO NOT required each stc" Blocking panels Load from cut or notch flange. or 1-114" 1-114" True Blocking at B3W above Blocking Trus Jotat Joist rim anal may be required with 6" ❑ F roll /'% 2x4 minimum shear walls above or panel rim board- board III squash below-see detail BI I-1/6 LI 2 x pl It L2 2 x L.. 0l It U blocks roll minimum minimum roll oe nail - lOd l3") 12„ oe nail - IOd l3") (applies to all box at 6" box at ro" hole-except min, knockouts) Do not cut holes larger than "�m In " on-center, on-center ,I 1-1/2'in cantilever DO NOT ®-� �-� Remove tongue and groove BI B1W I/16 Table A-End Support cut holes in cantilever from floor panel edges Boundary natlin Mirimum distance from edge of hole to inside face of nearest end support reinforcement. supported by I" a-Rim to - 8d (2-1/2") Web stiffeners 2x4 min mum ROUND HOLE SIZE SO ARE OR RECTANGULAR HOLE SIZE • stall proper blocking squash DEPTH rJl ensure quality natlin ' to support all panel q q 2" 3" r- 6.1/2" 6.112' 11" 13" 2" 3" 4" 6.1r2" 6-1f2' 11" 13"TJI rim q y common at 4 required each egLonventional construction code minimum for pp p blocks on-center• side at BIW and 11D 1.-& r-6" 2'-0" 5'-o r-0° -6" 2'-6' 4'-6" gist Opecifications. se with A3 only.See Trus Joist Framer's edges Use 2x4 minimum squash B2W 9.112" 21D '_O° I'6" 2,-o" 5'-O O„ V-O„ 2,-b" W-O' Must have 1-3/4"minimum A3 A31 3.2 ocket Guide forA3.1-A3.3 installation 3. See Trus Joist Framer's Pocket Guide for B2 F32W 63 3W GS blocks to transfer loadA2 `\� 23D I'-o" 2,-0„ 2'-E," 5'-6„ I,-Q"joist bearing at ends additional installation specifications. around TJI Joist 36D r-6" 2,-o" 3'-0° 6'-0' -6" r-roll 3'-6° 5'roll 11D I'-0" I'-O" I'-0" '-6" 5' 1' 1'-0" I' '-roll 6'-O' u 210 1'-0" 1'-& 1'-0" 2'-6" 5'-6" I'-0" I'-O" 2,-O" 5-0 61-6.1TJI joist INTERIOR Nail True oist rim 4'-O° length of reinforcement and 8' diameter maximu d�le board t)blocking Attach reinforcement 11716 360 r-0„_Lgn p-0" I'-6" ��' e' " £-0° I'-o" 2,-0^ 5-6° T'-o" 6-O ten t of g 8 diameter maximum hole p -0' -0" 2,-0" 3'-6" 1-0" 8,-0' 3/4" filler block. Use blocking panels. roll with connections to Joist with one 8d Web stiffeners " - for 11-1/8 16 deep a uivalent to each corner nail at Nail through 2x� Wood backer 210 o„ r-o^ ho^ F-0" 3'-0° 6'-0' r-0° I=0^ 1_0" a-0' -o' e,-o 11 _ II 8 diameter maximum hole reinforcement q -6 8-6 ~ n required each " " blocking panels: 6 4'-O length with diameter maximum for +a" zaD r r-0" r-0" troll 3'roll 6 roll r-o° r-o° f-O" 4'-o 1-0" s'-0' q for 11-1/8 20 deep on one side at " deckin schedule 36D -0" F-o" P-0" 2'roll 5'-roll e'-o' r-o" l'-o" f-o" 5'roll 8'-0' s'roll CJ un aide at E1W „ diameter maximum for S-1/2 and I1-7/$ blocking panels S-1/2 deep True Joist ,attach reinforcement TJI Joist web with 2 rows 10d M blocking panels: 6 blocking panels S-1/2 des TJI Joists. or orter than 12" long. rim board Blocking panel between Blocking 11 ii " N a E2, both sides " ssD r-0" I'-o" 1'-0" 2'-6" 6'-0' 9'-o f-o" I'-0" f-6" 6'-6' e'-0'10'-0" 3 -I•• ,,., L..j M ,,., � diameter maximum for g p p to Joist with one Sd (3 ) common Halls at 6 210 I'-0" I'-0" I'-0" I'-0" I'1" 3'_6" 6'-O' I'-O" I'-O" I'•O" 2'-6" 6'-6" e'-O'10'-6" - M "� i•i locking panels S-1/2 des tall or shorter than 12 long Do not cut flanges. Trus Joist each corner plate with connections Irod (3-1/2") nails with 360 r-0„ 1 O" f-0p -0Y 3;-0„ 6'-0 9,-0 r-0, r-0„ r-0„ 4,-0 s'o;lo'o' Ir-0" w at E3 or shorter than 12" ion Do not cut flanges. ac Joist. ail to top panel g l2-I/2 ) common nail at n-center, clinched. Use z3o r-0^ r-0" r-0^ £-0" 2'-0° 4'-0' 6'-6' � equivalent to decking „ S6D -0 -0 -0 -0 3-0 6 6 lo-O -0 -O O 5 O 10-0 Il-0 12'-0" U N W LOo not cut Flanges. rim board schedule. 3-1/2 TJi Joist u] - O ca a, Trus Joist 12 length Of flange widths, 4" fill 8" 10" 12" 15" 17" 4" roll 6" 10" 12" 15" 17" rim board ttach 3/4 12" length of 1B„ 360 ' 7 reinforcement to reinforcement 560 I'-O" I'-O" I'-O" I•-O" 5b'II'-O" I'-0" I'-6" 6'-6"II'-0" 12'-O" 14'-roll U N Attach reinforcement gist web with 3 3/4 29•, 360 r o" r-o^ I'-o" r o" 2b" 4 SHINGLE Trus Joist rim J on one aide at reinforcement to Joist with 8d (2-1/2") rows 10d (3") ssD r-o" COURSES E5, both sides o board on one side at common nails at roll on- common nails at roll at E6 El, both sides backer '�M�� t able B -Intermediate or Cantilever Support 0 J� center. When ,p on-center, clinched, at Egtom+ \BJ� s Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Face .grain �eI\� reinforcing both eF��� Use 2 rows with c3-1/2" Less than Less than \�)0 \\� cad\ ROUND HOLE SIZE SO ARE OR RECTANGULAR HOLE SIZE FLOOR JOIST 1 �f horizontal sides, eta er nails. A Not For use with 3-1/2 TJI Joists, O , " 4" 6.1/2" 8.1/2' it" 13" 2" 3" 4" 6.112" 8-t12' it" 13" El EIW E2 E3 1=4 i E5 E6 O ES I'1 �\ tit t DEPTH TJI 3-O 3-6" roll 2'roll 3'-6° b'-6' g9 and 11-1/8 5 r (tee �ndj \4 ��\�J r' 3 TJI uD £-6° 2' gist flan a widths s-vz„ 210 2'-0" 2'-roll 3'6" 7-roll 2'-0" 3'-0" a'-o 1-61 J 9 230 2'-6" 3'-0" 4'-0' a'-O' 2'-6" 3'-O" 4'-roll -1.41 360 Filler block Atttach 3'-1' 4--o' 5-6 9-O' 3'-O" 4'-6" 5'-6" 0'-O' WEB STIFFENER ATTACHMENT 210 I' " 1'-0" 1-6" 1' " 2-roll 2'-6" 1'-1" BLOCKING with ten IOd (3 ) box 210 P-0" f-0" 2'-O" a'-6" a'-0' r-o" 2'-0" 3'-0" T'-roll 'o'-o" nails, clinched. Use ten EXTERIOR DECK ATTACHMENT 1--1/ 11 716 360 r-6" 3_-0" a'-6^ a,O,ll'-O 3 0" 4'-e, 6'-O,1of�', 11-& 16d (3-1/2") box( nails from PPY g0 Option I: 1-1/8"1 560 1'-0" 5'0' 4-0o Z:o^12'-0 2'-0" s o" p° p M , each side with 3-1/2" Structural exterior Apply subflooradhesivetoall TJI Joist blocking with and N 2-3/4" maximum '-0 4-6 e-o 1-0 1-0 -0 5 o e'-0' 12'-0" Web stiffeners TJI Joist flange widths. sheathing contact surfaces cks installed at 1/3 Joist 11 2= 210 1'-0" 1'-0" P-0" 2'roll 5'-0' e'-0' r-o" 1'-0" 2'-0" 6'-0 l6-0"12'-6" required if sides of " 14" 230 1'-0" r-0" £-o" 3'-0" 9 Use fifteen na(les with Backer block ,{� span locations us(ng Three Sd 12-1/2 ) box nails, hanger do not laterally TJI Joist depthes Install tight to top Bearing plate: I' I 8f two ad (2-1/2 ) clinched support at least 3/8 g flange (tight to Flush late with inside o g� box nails or Three 16d (3-1/2") box nails z1D o° r-o° r-0 r-0" 3 0 5 6 g 6 O -0 o' 'o'-0"13'-6^ is-0 2-J��B BED Flab in „ 36D -0" 1'-0" 2'-O" S'roll of TJI Joist top bottom flange with face of wall or beam led er 3 2-I/2" screws, at 3-1/2"TJIJotst flange widths 16•• 23D -0' 1'-0 -0" 6 4=0'16'6' 10 roll f-0" 3'O" 516�" r' MOLDINGS pp rester than 16"' ®'Q ; g 9 p Treated 2gx_ \ \ 0 yp • „ „ „ „ „ a roll 9'-6„12'-6" I5 flan a face mount I typical " W angers). Attach See fasten- Trus Joist p tr II 2 W Web Stiffener each 560 -0' 'fi 1-0 'o bZ r-0 1'-0 -0 60 $-6 'po I''� ;s /� O ton 2: side. See sizes V J with ten IOd (3") table below. Maintain rim board 7" Top box nails, clinched 2x_sirs inr7 Installed below, Strapping 36D I'-O" 1'-0" 3'-O" 6'-0' 9'-0'l5'-O" I'-0" 4'-O' 9'-0'14'-6" 16'-roll 19'-6" � � D to 2 distance (minimum) from 18" flange when osstble, at 1/3 Joist span Tight fit 56D -0" 1'-0" 2-0" b'-O'10'-0"16'-roll -0" rob'lI'-roll I6'-roll 19'-0"20'-O' .I hanger g zD" Face mount acker block edge of ledger to fastener. ( locations us n per gist 3sD r-°" r-0° f-0" 3'-0" -roll r-o" f-roll -o^1z'-6° 16 6^ 19'-0"2r-o" CULTURED_611112 0 g hanger both Sides Fastener Allowable Load I Factored Resistance(lbs O option 3: n W ,I Web Stiffener Size? W Web Stiffener 51z Rectangular holes located 66DOverticallt ofa ng her6 within t Ol' 16'-O" -0" 3'-0" b'roll 14'-0" Il'6' 19'roll 20'-6 FOUNDATION .Ii 'T g 1.31a' rim board ills-Rim ) p * p J 1-1/2 1/2 x 2-5/iro min 2-5/16 7/8 x 2-5/16 min { _ Q STONE FINISH —L- W directly applied ceiling y y nyw he web. Leave 1/8" of web (minfmum)at top and bottom of hole. \ 3 Of Web with 318"lag bolt 4001630 N.A /N.A. 1-3/4" 5/5" x 2-5/16" min 2-1/2" I" x 2-5/16" minima Knockouts are located In web at approximately 12" on-center:they do not affect hole Z single TJI 112"lag bolt 4751750 3251 N.A. When Specified on the layout,one or more of - placement. O Joist •Allowable load determined In accordance with AS 124, a three bracingoptions shown ILmusAl be 2-1/16"3/4" x 2-5/1ro" min 3-i/2" 2x4 -For simple a an(5' minimum)uniform) loaded oists meetingthe requirements cf current Trus Joist roduct guides,one I—I F 11 N2 J H3 )-d .Gorroaton realstent fasteners required For wet-aervlce P stalled p O maximum size roundhole may be located at the center of the joist span provided no other holes occur in their,Joist. applications. V Distances are based on the maximum uniform loads shown in current True Joist product gulden. For other load conditions or Q \/ O Hole configurations contact your Trus Joist representative. BEAD and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers � � � (n BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE 2x diameter of the largest hole(minimum) 61 D O O v BEARING AT WALL WINDOW HEADER CONNECTION WALL � 1/3 depth / Joist Framing o o Allowed hole one True Joist rim board Strap per code if o Iz/3 depth o o Cut only round holes and only \ or blocking for top plate is not Blocking tot the center of cam, lateral support continuous over panel Safety bracing(lx4 I/3 an Allowed hole zone 1/3 an minimum)at 6' on-center and span span ROUND HOLE CHART \• BEAM pEf'TN MAXIMUM SIZE header El extended to a braced end HOLE 61ZE Silent Floor Joist framing wall, 4-3/5" Fasten at each Joist with For unlformly loaded beams only, 1 does not require bridging two Bd(2-1/2")Halle minimum 5-1/2" 1-3/4" or mid-span blocking (see WARNING), Rectangular holes are not allowed. I/4" to 20 2" Top flange - No holes in cantilevers. See illustration for Allowed Hale Zone hanger - No holes In headers or beams In plark orientation, Face mount N2 hanger DO NOT bevel cutloist AI Parallam PSL or g beyond inside face of Rim board,Joint TimberStrand wall. E2 between Joists TJI JOIST ATTACHMENT at BEARING See current Trus Joist 92ith rotect untreated wood from direct contact O LSL Column O O literature for framing concrete A3 TJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load connectors 0 True Joist rim board bearing wall above) One lod(3")box CONNECTION OF MULTIPLE PIECES OF Seat cuts must be within marl into each flange TOP-LOADEDII BEAMS(1) wall box call each BEARING AT COLUMN CS. one sd(2each 1-314"Width Pieces: TJI rim Joist aide.Drive nails at an angle at Minimum of 3 rows IOd (3" x 0.128") nailer at 12° c.c. ' L3 True Joist least 1-1/2" from 1-3/4" irinlmum bear) rim board and. � Minimum of 4 rows 106 (3" x 0.128") naillB at ELEVATED COLUMN A2 at end support: 3-1/2" Verify Parallam PSL Or minimum at intermediate TimberStrand LSL 12" o.c, for 14" and deeper beams BEAM ON COLUMN COLUMN BASE BASE LI support column If usin 12d (3-1/4") or larger nails, the CAP gl Shear transfer:Connections equivalent to g g Optional HI floor panel nailing schedule capacity and beam number of Watling rows may be reduced I� bearing length. by one. non-shrfnk 62 Rim to TJI Joist See current 3-112"Width Pieces: grout Trus Joist rim board or True Joist L5 1-3/4"wide TJI rim literature. Minimum of 2 rows 1/2 bolts B3 joistone 10d(3")box at 24" o.e, staggered nail into each flange 3-1/2"wide TJI rim TJI floor joistToe nail with fOd joist 1 (1)Load must be applied evenly across entire O 2-1/16"-2-5/16"wide (T)box nails,one each J beam width.OtharWse,use connections for side-loaded beams. TJI rim joistOne 16d side of TJI joist flange DECK Suiting Use B1 or B2 at ,-Additional nailing or bolting maybe required with (3-1/2")box nail into each HOUSE gs(. Joists I-b L-6s de-loaded multiple-member beams.Refer to current P1 P2 P3 with blockin termediate bearings flange 3-1/2"wide roduct literature, panels It load bearing or shear TJI rim joist Top View 0 End of Joists Q at centerlin wall from above en 0 of support FASTENING of FLOOR PANELS Braced end wall BEAM ATTACHMENT at BEARING —�' Z Z Closest On-Center Spacing per Row see note 3 under True Joist rim board O I t WARNING - C = Nall Size TJI Trus Joist rim board TimberStrand LSL t II One lod(3")box ••1� 110 and 210 230,360 and 560 1" 1.112' 1.112"or wider NOicrollam LVL Parallam PSL O marl each side of � 8d 2.112" box 2-1/2" 2" 6" 4" a member at bearing, _ ( ) O I-I/2' minimum from end � � 8d(2.112")common 3-1/2" 2" roll 4" 3" 3" 3" O O Q F-• 10d(3"),12d(3.1i4")box 3" y" roll 4" INSTALLATION TIPS O O Drive nails at saes framing plan(ifapplicable)or Framer's Pocket SPLAYED BAND Z V 10d 3",12d 3.114" common 4-I/2° 3" 6" 4" 4" 4" 4" L4 angle to mrnlmtzeSuide for minimum end and intermediate bearing ( ) ( ) SubFloor adhesive will improve floor performance,but o xterior Deck splitting of plat�ngths. In 16d(3-112")common N.A. 4" 16" 6'N0 6"0 8" roll may not be required, (1)Can be reduced to 4"on-cenler with maximum nail penetration oft-3/8"into the narrow edge. When Joists are doubled at non-load bearing parallel O LA ttachment SCALE: 1-1/211 11-011 Q �} parutlone,apace Joists apart the wtdth or the wall L Structural Recommended nailing is 12" or-center In field and 6" on-center along for plumbing or HVAG. O eheathing sheathing edge. Nailing requirements on engineered drawings supersede Additlonal Joist at plumbing drop(see detail). O DO NOT use sawn lumber recommendation. O for rim board or blocking. Nailing rows must be offset at least 1/2" and staggered. O Sawn lumber may shrink WARNING 14 ga, staples may be substituted for Sd(2-1/2")flails if minimum penetration O after Installation. of I" Into the TJI Joist or rim board to achieved. r--g Protect O See ALLOWABLE •. untreated wood �J Joists are unstable until braced laterally Farthest On-Center Spacing per Row from direct O HOLES t - maximum spacing of Halle is: contact with H3 Bracing Includes: For Joist widths I-3/4" or less: 18" on-center concrete Blocking sheathing For Joist widths greater than 1-3/4": 24" on-center DO NOT allow workers to walk on Hangera Rim Board -strut Linea -Rim Joist DO NOT stack building materials joists on unsheathed joists.Stack only FILLER and BACKER BLOCK SIZES SHIFted Jol Additional until braced, over beams or walls. TJI Flange Widths 1.314" 2-1116" 2-5116" 3-112" Joist �y INJURY MAY RESULT. Plumbtre drop Bearing plate to WARNING NOTES: Depth 9-112"or 14„ 8-112"or 14"or 9.112"or 14"or 18"or 14"or 18"or be flush with Inside A Weyerhaeuser B118111et3S p 11-718" 11-718 11-718" 11-718" 1s'• 16" 20" 16" 20" Squash blocks and blocking panels carry stacked face of wall or Lack of concern for proper bracing during construction can result in serious accidents.Under normal conditions if the 2x12+ I/2" vertical loads(details ei and B2), Packing out the beam FIIIerBlock• x ' � + x ' Two Two Two following guidelines are observed,accidents will be avoided. 2x6 2x6 3/8" 3/8' 1/2' t/2' eheathi web of a TJI Joist(with web stiffeners) Is not a s. (Detail H2) "g 2x6 2x8 2x12 +" 4{ sheathing h sheathing -heat him substitute for squash blocks or blocking panels. 1.All blocking,hangere,rim boards and rim Joists at the end supporte of the TJI Jolota must be completely In-talled and properly nailed. Cantilever Filler 2x6 2xIc 2x6+3/8 2xio+3/5' 2x6 + 1/2 2xlo+ I/Z' Not 2.Lateral strength,like a braced and wall or an existing deck,must be oetabu-hed at the ends or the bay.Thte can also be (Detail E4) 4'-O° 6'-0" sheathing sheathing sheathing sheathing Not applicable _ accompllshed by a temporary or permanent deck(sheathing)fastened to the first 4 feet of Joists at the end of the bey. _ e ' { ,•'"` Ion Iona " applicabl g 4'-O" long6'-O° IOng 4'-O' IOng 6'-O long 3.Safety bracing lines of Ix4!minimum)must be Welled to a braced and wall or sheathed area as In note 2 and to each Joist.Without this �`• "�' bract bucklln stdewa or rollover is hi hl obable under light construction loads-like a worker or one la er of uncalled eheathi �" C¢ Backer Block* n9, 9 ye g y p 9 y ^g- i = €r Detail F1 5/8'Or 3/4"Or 4.Sheath) must be total) attached to each TJI joist before additional loads can be laced on the stem. r �t { I" Not 2x6 2x8 2x12 "5 y J p ay , t t"p at 3/4' 1/$" 5.Ends of cantilevers require saret bract on both the:to and bottom rlan es. i'" t ti' t - � DRAWN: MH/MS or H2) 9 y n9 p 9 •Nmcessary,increase fiilerand backer block height for face mount hangers.Maintainl/8'gapat top ofjoist,see detail W Filierandbacker block lengthsshoukd 6,The flanges must remain straight within a tolerance of 1/2''from true allenment. " t e'r' SCALE: 1/4"=V-0" accomodate required marling wrlhout splitting(i2"min;mum for backer blocks and 24"m[n,mum for filter blecks). This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. -_` �� ' I JOB#: �.,1,�r,:. yk.- �b November 10,2006 scq0 SHEET NUMBER: . _ 'rye = 1A6 REVISIONS: REVIEW SET 09/23/06 BID SET 30/19/06 ADDENDUM 11/07/06 BLOG.DEPT. 11/10/06 411 4" 4" O O / O / © 4" LAMARITE LFh`AKE C O MILP T ESN77a N L E I I l O I l I l F. METAL FLASHING Ilk/ MOST ROOF LEAKS OCCUR WHERE WATER IS CHANNELED OFF THE ROOF OR WHERE THE ROOF ABUTS l `A VERTICLE WALL, DORMER,PIPE OR CHIMNEY.IN THESE AREAS, METAL VALLEYS AND FLASHINGSISHOULD BE USED TO HELP PREVENT LEAKS.STRUCTURAL EMBERS THAT PROTR DE THRO w , ,'®!rM U UGH � l 1 � ` / •,d `�. wA ROOF SHOULD BE FLASHED AT ALL INTERSECTING ANGLES.STEP FLASHING UP THE VERTIGLE l ! l I ! 4%� ; �SURFACE OF WALLS AND CHIMNIES SHOULD BE EXTENDED UNDER EACH SUCCESSIVE COURSE OF LAMARITE SHAKE SHINGLES,AND SHOULD BE COVERED BY A LAYER OF COUNTER FLASHING. / / #10 STAINLESS STEEL All, METAL VALLEYS AND FLASHINGS SHOULD BE A MINIMUM OF 26 GAUGE METAL. i I / \ll I I / \ll (I ( OR GALVANIZED WOOD SCREWS W/ FLASHING IS AVAILABLE IN DIFFERENT METALS.IT I5 GOOD PRACTICE TO USE METALS THAT I I / / i WASHERS @ 12"O.C. �s HAVE PROVEN THEIR RELIABILITY UNDER THE CLIMATIC CONDITIONS TO BE ENCOUNTERED.IT IS IMPORTANT THAT METAL FLASHINGS HAVE THE SA RV I I I 1 G E ME SE ICABILITY LIFE SPAN AS THE LAMARITE � / I SHINGLES INSTALLED ON THE ROOF.TAMKO IS NOT RESPONSIBLE FOR LEAKS ATTRIBUTABLE TO ` I t - I� 12"O.C. METAL VALLEYS,FLASHINGS,THEIR INSTALLATION OR LACK OF INSTALLATION. i2 G. VENTILATION INADEQUATE VENTILATION OF ATTIC SPACES CAN CAUSE ACCUMULATION OF MOISTURE IN WINTER I I �� ® ` J ® Q MONTHS AND BUILD UP OF HEAT IN THE SUMMER.THESE CONDITIONS CAN LEAD TO: a).VAPOR CONDENSATION. b).DETERIORATION OF INSULATION,WOOD AND OTHER CONSTRUCTION MATERIALS. AND MILDEW. 1/2"APA RATED SHEATHING / d).ICOE DAMMING ON HE ROOF. 1 / l 1 / l GRADE PLYWOOD (ALTERNATIVIVE. 7/16 O.S.B.) ( I TO HELP ENSURE ADEQUATE VENTILATION AND CIRCULATION OF AIR, PLACE LOVERS OF SUFFICIENT I / / ( I SIZE HIGH IN THE GABLE ENDS AND INSTALL AN ADEQUATE NUMBER OF ROOF VENTS AND SOFFIT / 112"APA RATED SHEATHING p VENTS.FHA MINIMUM STANDARDS REQUIRE ONE SQUARE FOOT OF NET FREE VENTILATION AREA I I f l ( GRADE PLYWOOD m FOR EACH 150 SQUARE FEET OF ATTIC FLOOR AREA,OR ONE SQUARE FOOT PER 300 SQUARE (ALTERNATIVIVE: 7/16"O.S.B.) � FEET IF A VAPOR BARRIER IS INSTALLED ON THE WARM SIDE OF THE CEILING OR IF AT LEAST ONE / J U HALF OF THE VENTILATION IS PROVIDED NEAR THE RIDGE.IF THE VENTILATION OPENINGS ARE I ( l ( I �- n, SCREENED,THE TOTAL AREA SHOULD BE DOUBLED. I THESE ARE THE APPLICATION INSTRUCTIONS FOR?LAMARITE PROPER VENTILATION IS ESSENTIAL! /I SHAKE COMPOSITE SHINGLES.TAMKO ROOFING PRODUCTS, It , o / / ( INC.SHALL NOT BE RESPONSIBLE FOR LEAKS OR(OTHER H. UNDERLAYMENT #10 STAINLESS STEEL � � ROOFING PROBLEMS RESULTING FROM FAILURE ITO FOLLOW LAMARITE SHINGLES ARE FOR APPLICATION TO ROOF DECKS WITH SLOPES OF AT OR GALVANIZED THESE INSTRUCTIONS. FOR QUESTIONS ABOUT LM LEAST 3"PER FOOT. FOR ROOFS HAVING SLOPES OF 3" PER FOOT TO 6"PER FOOT, MARITE WOOD SCREWS W/ SHINGLES OR THEIR APPLICATION CONTACT TAMPKO'S TECHNICAL TAMKO'S SELF-ADHEARING MOISTURE GAURD PLUS OR TAMKO TW METAL 6 TILE WASHERS @ 12"O.C. SERVICES DEPARTMENT AT 1-800-641-4691. UNDERLAYMENT MUST BE APPLIED OVER THE ENTIRE DECK. PROPER VENTILATION IS ESSENTIAL. I I \ I \ WINDOW SILL A. SHINGLE DESCRIPTION AN UNDERLAYMENT MUST BE APPLIED OVER THE ENTIRE DECK BEFORE INSTALLATION l ! / I / TYPICAL WINDOW OPENING OF LAMARITE SHINGLES. DUST, DIRT, LOOSE NAILS AND OTHER PROTRUSIONS AND ALL I LAMARITE SHAKE COMPOSITE SHINGLES("SHINGLEfS")SIMULATE THE LOOK OF WOOD OLD SHINGLES AND ROOFING FELTS MUST BE REMOVED FROM THE ROOF DECK PRIOR TO II I I I I I 1 (LESS THAN 4--0XV-0" OPENING) SHAKE. LAMARITE SHINGLES ARE 19"X 12", 19"X 17"AND 19"X 5' AND ARE SUITABLE FOR APPLICATION OF THE UNDERLAYMENT.APPLY THE UNDERLAYMENT ONLY IN FAIR WEATHER INSTALLATION WITH EXPOSURES OF 7",7-1/2"OR 8"(SEE SHINGLE DESIGN BELOW) WHEN AIR AND SURFACE TEMPERATURES ARE ABOVE 35 deg. F.AND THE DECK IS DRY.ALIGN *7"MAXIMUM EXPOSURE FOR HIGH WINDS. PLEASB REFRENCE HIGH WIND AREAS/ZONES THE FIRST COURSE OF THE UNDERLAMENT ON THE LOWER EDGE OF THE ROOF,PARALLEL TO APPLICATION INSTRUCTIONS. THE EAVES.INSTALL SUCCESSIVE COURSES FROM LOW TO HIGH POINT, LAPPING EACH - - COURSE 3-1/2"OVER THE LOW COUSE SO THAT THE LAP WILL SHED WATER. END SEAMS SHOULD BE OVERLAPPED 6"AND STAGGERED SO THAT END SEAMS IN ONE COURSE TYPICAL DOOR OPENING DO NOT ALIGN WITH END SEAMS IN THE ADJACENT COUSE, TO HELP PREVENT LEAKS,TAMKO'S MOISTURE GAURD PLUS OR TW METAL AND TILE (LESS THAN 4'-OXV-0" OPENING) UNDERLAYMENT SHOULD BE APPLIED TO EAVES,RAKES,RIDGES,VALLEYS,AROUND 1 CHIMNEYS,SKYLIGHTS OR DORMERS,AND IN AREAS WHERE THERE IS A POTENTIAL FOR W WATER TO BACK UP DUE TO WIND DRIVEN RAIN OR ICE DAMMING. COMPOSITE S1INGLES ' 7" TAMKO DOES NOT RECOMEND THE USE OF ANY SUBSTITUTE PRODUCTS AS SHINGLE EXPOSURE UNDERLAYMENT. CA MARK -j STABSR I. SHINGLE STARTER O LAMARITE PERFORMED STARTER COURSE CAN BE USED.IN THIS APPLICATION, 24"OC 4" T W 7-1/2" THE BOTTOM EDGE OF THE ROOF WILL BE TWO LAYERS THICK.(�% - ••L -9—EXPOSURE WHEN USING STYLE D METAL DRIP EDGE,EXTEND THE STARTER SHINGLE 1/4"PAST THE Q Z MARK EDGE OF THE METAL.WHEN USING STYLE A METAL DRIP EDGE, EXTEND STARTER SHINGLE 3/4"TO 1"PAST THE EDGE OF THE METAL.CUT THE FIRST PIECE OF STARTER ® ® ® ® ® H g.. SHINGLE TO A 6"WIDTH. / / / / 4" V f EXPOSURE FASTEN EACH PIECE OF STARTER SHINGLE WITH TWO CORROSION-RESISTANT ROOFING l v / STANDARD I MARK NAILS(3/9"HEAD AND 1-1/2'LENGTH). DO NOT USE STAPLES.INSTALL STARTER 1cr DESIGNATED SHINGLES HORIZONTALLY ALONG THE ENTIRE LENGTH OF THE EAVE,EXTENDING OVER / l I I I / \ O F- NAILING LOCATIONS THE EAVE. / cn Z IMPORTANT: 1 O O HIGH WIND AS YOU WORK ALONG THE EAVE, LEAVE 1/4"SPACE BETWEEN EACH PIECE OF STARTER I DESIGNATED SHINGLE TO AVOID BUCKLING. NAILING LOCATIONS J. SHINGLE APPLICATION 1-1/2 INCH LAMARITE SHINGLES ARE INTENDED TO HAVE A RANDOM APPEARANCE IN SHADE VARIATIONS. I IBELOW CENTER OFSTANDARD THE APPLICATOR MUST PERIODICALLY CHECK WORK IN PROGRESS FROM THE GROUND TO NAILING LOCATIONS j ASSURE RANDOMNESS, IMPORTANT: / SPACER TABS ARE MANUFACTURED INTO THE SIDE EDGES OF LAMARITE SHINGLES TO INSURE / �\ ! / i / ' / / B. COLOR VARIATION PROPER 1/4"SPACING.THE TABS SHOULD BE CLIPPED ONLY FROM THE EXPOSED EDGES.DO NOT / I It \ ® / It CLIP THE TABS FROM BETWEEN ADJACENT SHINGLES. FAILURE TO PROPERLY SPACE LAMARITE I / �I I I I I I �I ALL LAMARITE SHAKE COMPOSITION SHINGLES ARB MANUFACTURED WITH SHADE VARIATION. SHINGLES MAY RESULT IN BUCKLING AND WILL ADVERSLY AFFECT THE APPEARANCE OF THE I ( I BECAUSE OF SHADE VARIATION THE APPLICATOR M1UST TAKE PRECAUTIONS TO ENSURE THAT THE OWNER'S ROOF. FREQUENTLY CHECK BOTH THE DEPTH AND PRESSURE SETTING OF THE PNEUMATIC "OC VARIOUS SHADES OF THE SHINGLES ARE PROPERLY(BLENDED ON THE ROOF TO PROVIDE A MORE NAIL GUN SO NAILS ARE NOT OVER-DRIVEN.OVER-DRIVING NAILS MAY CAUSE LAMARITE SHAKE 12 I REALISTIC RANDOM APPEARANCE.SHADE VARIATION MAY OCCUR DIFFERENTLY FROM PALLET TO SHINGLES TO LIFT AND WILL ADVERSELY AFFECT THE APPEARANCE OF THE ROOF. PALLET.APPLICATION OF SHINGLES SHOULD NOT BEGIN UNTIL ALL MATERIAL HAS BEEN DELIVERED l TO THE PROJECT SITE. MIX LAMARITE SHAKE COMPOSITE SHINGLES FROM DIFFERENT PALLETS WHEN THE STARTER COURSES ARE COMPLETE,CLIP THE SPACER TABS FROM THE OUTSIDE EDGE OF ® 1 ® ® ® I ® l AND BUNDLES WHILE INSTALLING TO HELP INSURE RANDOMNESS IN THE FINISHED APPLICATION. A LAMARIT SHAKE SHINGLE.IN ADDITION, FOR NON-GABLE ROOF PLANES,THE OUTSIDE EDGE OF I I THE APPLICATOR MUST PERIODICALLY CHECK WORK IN PROGRESS FROM THE GROUND TO SHINGLES ALONG THE HIP MUST BE CUT TO MATCH THE ANGLE OF THE HIP.PLACE THE FIRST SHINGLE MAKE SURE THAT A COLOR PATTERN DOES NOT OCCUR.LAMARITE SHAKE SHINGLES ARE DIRECTLY ON TOP OF THE STARTER COURSE,ALIGNING THE EDGES WITH THE BOTTOM AND RAKE OR INTENDED TO HAVE A RANDOM SHADE VARIATION VAVHEN INSTALLED. HIP EDGES OF THE STARTER SHINGLE.FASTEN EACH FULL SHINGLE WITH TWO CORROSION-RESISTANT 3J4"APA PLYWOOD I ' / SHEATHING 3/9"HEAD X 1-1/2"LENGTH ROOFING NAILS. PLACE ONE NAIL IN EACH END OF THE NAILING LOCATIONS G. APPLIGATON TEMPERATURE AND STORAGE MARKED ON THE SHINGLE.CONTINUE INSTALLING SHINGLES HORIZONTALLY ACROSS THE ROOF, IT IS RECOMENDED THAT THE LAMARITE SHAKE SHINGLES BE STORED IN TEMPERATURES ALIGNING THE BOTTOM OF EACH SHINGLE WITH THE BOTTOM OF THE STARTER COURSE. ABOVE 45 deg. F.ALTHOUGH TEMPERATURES BELOW 45 deg. F.WILL NOT HARM SHINGLES,COLD TEMPERATURES MAY CAUSE DIFFICULTY WITH THE INSTALLATION,INCLUDING INCREASED BREAKAGE TO BEGIN THE SECOND COURSE OF SHINGLES,CUT ONE LAMARITE SHAKE SHINGLE INTO TEO 18"X 6" DURING FASTENING.IF THE LAMARITE SHINGLES HAWE BEEN STORED IN TEMPERATURES BELOW PIECES. BEGIN THE COURSE WITH THE 6"PIECE WITH SPACER TABS ON THE INSIDE EDGE AND THE CUT 45 deg. F.,IT IS RECOMENDED THAT THE SHINGLES IBE RESTORED TO A TEMPERATURE SAWED EDGE ON THE OUTSIDE.ALIGN THE EXPOSURE MARKS ON THE SIDE OF THE SHINGLE WITH THE TOP I r I I I ABOVE 45 deg. F.PRIOR TO INSTALLATION.LAMARITE SHINGLES WILL EXPAND AND CONTRACT EDGE OF THE UNDERLYING SHINGLE TO CREATE THE PROPER WEATHER EXPOSURE. CONTINUE TO INSTALL WITH HEAT AND COLD AND MUST BE PROPERLY SPACED TO AVOID BUCKLING. LAMARITE FULL SIZE LAMARITE SHINGLES ACROSS THE ROOF.WHEN SHINGLES ARE UNIFORM EXPOSURE AND I SHINGLES HAVE BEEN DESIGNED WITH SPACER TABS ON THE SIDES TO HELP ASSURE PROPER PROPERLY INSTALLED THE EXPOSURE MARKS WILL ALIGN WITH THE TOPS OF THE SHINGLES BELOW AND I SPACING. FOR ASSISTANCE WITH INSTALLATION BELOW 45 deg.F.PLEASE CONTACT TAMKO'S HORIZONTALLY WITH THE EXPOSURER MARKS ON ADJACENT SHINGLES. TECHNICAL SERVICES DEPARTMENT.TO AVOID DAMAGE TO THE SHINGLES WHEN STORING, I I DO NOT STACK PALLETS OF SHINGLES ON TOP OF OME ANOTHER AND DO NOT STACK ANY OTHER THE THIRD COURSE OF SHINGLES SHOULD BEGIN IN THE SAME MANNER AS THE FIRST,WITH A FULL SIZE I I SHINGLE.ALTERNATE USING FULL SIZED SHINGLES AND A 18"X 6"PIECES AS THE FIRST SHINGLE IN EACH / l/ lI MATERIAL ON TOP OF THE SHINGLES. 2X4 DF#2 / SUCCESSIVE COURSE TO PREVENT THE SPACES("KEYWAYS")BETWEEN SHINGLES IN ONE COURSE FROM STUDS I D. NAILING AND CUTTING ALIGNING WITH THE SPACES IN ADJACENT COURSES. / / ( I / LAMARITE SHINGLES ARE FOR APPLICATION TO ROOlF DECKS CAPABLE OF RECEIVING AND RETAINING WHEN USING 5",7"AND 12"SIZES,ALTERNATE THE SIZE OF THE FIRST SHINGLE IN EACH SUCCESSIVE j / if l NAILS THAT PENETRATE 3/4"INTO THE ROOF DECK..WHERE THE DECK IS LESS THAN 3/4"THICK, COURSE FROM ALIGNING WITH KEYWAYS IN PREVIOUS COURSES.THE KEYWAYS SHOULD BE OFFSET A ® / I ® I �A® l l ® I I I \ THE NAIL SHOULD PENETRATE THE DECK.EACH SHINGLE SHOULD BE APPLIED WITH TWO CORROSION-RESISTANT,3/8"HEAD X 1-1/2"LENGTTH, NAILS USING A PNEUMATIC NAIL MINIMUM OF 2".OCCASIONALLY YOU WILL BE REQUIRED TO CUT A CUSTOM SIZE SHINGLE.WHEN DOING GUN SET TO 100 psi. DO NOT ALLOW THE END OF THIE NAIL GUN TO PUNCH THE PRODUCT. DO SO MAKE SURE TO LEAVE THE CUT EDGE SMOOTH. NOT USE STAPLES.DRIVE NAIL HEADS FLUSH WITH'THE SHINGLE SURFACE.FREQUENTLY CHECK #10 STAINLESS STEEL BOTH THE DEPTH AND PRESSURE SETTING ON THE NAIL GUN SO NAILS ARE NOT OVER-DRIVEN. NOTES: I I I J ' I I OR GALVANIZED W < OVER-DRIVING NAILS MAY CAUSE LAMARITE SHINGLES TO LIFT AND WILL ADVERSLY AFFECT THE IF CHALK LINES ARE USED, DO NOT USE PERMANENT CHALK AS IT MAY ADVERSELY AFFECT THE APPEARANCE I WOOD SCREWS W/ Ln O �� �I I i I ( �I I � � � I i � �I I i I APPEARANCE OF THE OWNER'S ROOF. LAMARITE SHIWGLES CAN ALSO BE HAND NAILED USING TWO OF YOUR ROOF. WASHERS @ 12"O.C. CORROSION-REISTANT ROOFING NAILS. AS WORK PROGRESSES UP THE ROOF SLOPES CARE SHOULD TAKEN TO MINIMZE TRAFFIC OVER COMPLETED z ® ® ® ® ® Q H AREAS.DISHWASHING OR CLOTHING DETERGANT MAY BE USED IN COMBINATION WITH WATER AND A SOFT TO CUT A SHINGLE,IT IS RECOMENDED TO SCORE THIE BACK SIDE OF THE SHINGLE WITH A BRISTLE BRUSH TO REMOVE MUD OR DIRT TRACKED ON THE SHINGLE DURING THE INSTALLATION. = aLj MULTIPLE PLYWOOD ASSEMBLIEStz (2 TEETH PER INCHCH UTILITY KNIFE COMPARABLE TOOL.ALTERNATELLYT,A CIRCULAR WITH A CARBIDE BLADE K. HIP AND RIDGE APPLICATION 2-2X4 DF#2 STUDS CONNECTED U) ¢ )CAN 8E USED E GUT THE SHINGLE.WHEN USING A CORDLESS CIRCULAR USING ONE OF THE RECOMENDED UNDERLAYMENT PRODUCTS,FASTEN S"WIDE UNDERLAYMENT CAP OVER TOGETHER WITH STAINLESS STEEL ` N V SAW A MINIMUM OF 18 VOLTS IS RECOMENDED. 5 ALL HIPS AND RIDGES SO THAT ONE HALF OF THE CAP RESTS ON THE TOP COURSE OF SHINGLES ON EACH OR GALVINIZED BOLTS W/WASHERS U ^^`` E. ROOF DECK SIDE OF THE HIP OR RIDGE.APPLY ASPHALT UNDERLAYMENT IS USED.A DOUBLE LAYER UNDERLAYMENT CAP IF A NON-SBS MODIFIED AND NUTS @ T-0"O.C. W Z V MINIMUM ROOF SLOPE: LAMARITE SHINGLES ARE FOR APPLICATION TO ROOIF DECKS WITH SLOPES OF AT LEAST PREFORMED HIP AND RIDGE: TYPICAL MULTIPLE OPENINGS L N 3"PER FOOT. FOR ROOFS HAVING SLOPES OF 3' PEW FOOT 0 6"PER FOOT,TAMKO'S Q d- GUT A 10"LONG PIECE FROM A LAMARITE PREFABRICATED HIP AND RIDGE SHINGLE TO USE AS A STARTER SELF-ADHEARING MOISTURE GAURD PLUS OR TAMK(O'S TW METAL t TILE UNDERLAMENT SHINGLE. FASTEN THE 10"PIECE TO THE LOWEST POINT OF THE HIP OR RIDGE OPPOSITE THE DIRECTION (MORE THAN 4'-0X8--0" OPENING) MUST BE APPLIED OVER THE ENTIRE DECK. OF THE PREVAILING WINDS FOR THE AREA, USING TWO CORROSION-RESISTANT ROOFING NAILS OF SUFFICIENT NEW ROOF DECK CONSTRUCTION: LENGTH TO PENETRATE 3/4"INTO OR COMPLETLY THROUGH THE DECKING.ONE NAIL SHOULD BE PLACED IN EACH OF THE MARKED NAILING LOCATIONS. FASTEN A FULL SIZE LAMARITE HIP AND RIDGE SHINGLE DIRECTLY ROOF DECKS MUST BE SMOOTH, DRY AND FREE FRON`1 WARPED SURFACES. OVER THE COMPLETLY COVERING THE 10"STARTER SHINGLE.CONTINUE INSTALLING FULL SIZE HIP AND RIDGE METAL DRIP EDGES SHOULD BE INSTALLED AT EAVE'S AND RAKES. SHINGLES ALONG THE HIP OR RIDGE WITH THE SAME WEATHER EXPOSURE AS THE FIELD OF THE ROOF.TO A). PLYWOOD. COMPLETE THE HIP OR RIDGE,THE LAST SHINGLE MAY REQUIRE FACE NAILING.STAINLESS STEEL FASTENERS ALL PLYWOOD MUST BE EXTERIOR GRADE AS DEFINEED BY THE AMERICAN PLYWOOD SHOULD BE USED. WIND-BORNE DEBRIS PROTECTION FOR W00D STRUCTURALASSOCIATION. SITE-MADE HIP AND RIDGE SHINGLE GAN BE CONSTRUCTED FROM LAMARITE SHINGLE BY CUTTING THE SHINGLE PANEL B).SHEATHING BOARDS. IN HALF TO YIELD TWO 19"X 6"PIECES.THE TWO HALVES ARE APPLIED BY BUTTING THE CUT EDGE OF ONE HALF BOARDS MUST BE WELL-SEASONED,TONGUE-AND-GROOVE BOARDS NOT OVER 6" TO THE BOTTOM SIDE OF THE OTHER HALF,AND NAILING IN THE LOCATION MARKED ON THE SHINGLE.THE SIDE OF NOMINAL WIDTH. BOARDS MUST BE 1"NOMINAL MINIIMUM THICKNESS. BOARDS THE HIP AND RIDGE SHINGLE WITH THE EXPOSED CUT EDGE SHOULD ALTERNATE A5 EACH HIP AND RIDGE SHINGLE AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) MUST BE PROPERLY SPACED AND NAILED TO PROVIDE A SMOOTH,FLAT SURFACE IS FASTENED. SHINGLE SPACER TABS ON THE EDGES OF SITE MADE HIP AND RIDGE SHINGLES SHOULD BE REMOVED PRIOR APPLICATION. AND PREVENT BUCKING. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 REROOFING: INTERSECTING TING ROOF SURFACES AT HIPS AND RIDGES MUST BE PROPERLY CAPPED To HELP PREVENT LEAKS. AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO IN REROOFING APPLICATIONS THE OLD ROOFING MAITERL4L MUST BE COMPLETELY NOTE: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. REFER TO SECTION 1609.1.4 1609.6.5 AND TABLE 1609.1.4 OF ESIDENTIAL REMOVED. DAMAGED ROOF DECKING, METAL DRIP EDGES AND FLASHING MUST BE ( i N.Y.S..S. DO NOT WALK ON HIP RIDGE ONCE IT HAS BEEN APPLIED AS IT MAY CAUSE BUCKLING OR BREAKAGE OF HIP RIDGE REPAIRED OR REPLACED AND IRREULARITIES REMOVED TO PROVIDE A SMOOTH,FLAT CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. r,� ,_ �. t , t 'L PIECES.FOR NAILING 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. DRAWN: MH/MS "3 =t-41. SCALE: 1/4"=1'-0" JOB#: November 10, 2006 �4f,\, SHEET NUMBER: A= 17 REVISIONS: REVIEW SET 09/23/06 BID SET 10/19/06 ADDENDUM 11/07/06 BLDG.DEPT. 11/10/06 WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: Sswo-7,vE. NEF`RA- LNROOF FRAMING: 1). RIDGE-TO-RAFTER ASSEMBLY: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE 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 8d nails in the strap. RAFTER TO 8' WALL: 38d COMMON EACH TOE-NAIL BUILDING HEIGHT MAX, 35' MRH (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10WALL: 41-8d COMMON RAFTER 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 TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10' WALL: 41-8d COMMON JOIST '� g y p g g p p PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 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 WFCIM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS GROSS SECTION AND GENERAL NOTES w:'"i,� �'�®:► OVER PARTITION WFCIM - SBC LAP NAIL EXT, BALCONIES (00 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCIM - 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 EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL DESIGN LOAD CALCULATIONS (LIVE LOADS F'SF) ROOF (GROUND SNOW LOAD) 45 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON EACH END ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL , U m 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 GAURDRAILS (ANY DIREGTION� 200 precautions and programs in connection wiith 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 w a M TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMON Q 2 tn TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWiND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all o (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE 4 - 16d COMMON M 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE U INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field and Sym,: p 9 � FIRE PROTECTION 7). The General Contractor is to consult wilth 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 16d COMMON 16" O.C. FACE (SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS such as bookcases, shelving, pantry, closeits, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken !into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 3.6 RELEASE la FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: FLOOR JOIST BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished flooir(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 NAIL NAIL 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 NOTES „ 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - 3). Provide 1/2 expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE LaJ concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: M Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE cn 4). Any new concrete walls being attached to existing concrete structure shall 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE O with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES ~ be installed with #4 re-bar, 18" long at 12" io.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD = z BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 s.i.. Concrete to be 2 •- 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. 8d COMMON 6" O.C. SEE NOTES: 1,3 Z g p TO JOIST END NAIL @ @ Q o CATHEDRAL CEILING ASSEMBLY:. poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). 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 BLOCKING TO: 3 - 16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. l. .l d ( u 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 NOTE: 2 FOR PANEL FIELD (n Z) 6 along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 O F- 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 3-- 16d COMMON attached with the above requirements. TO BEAM JOIST NAIL Z 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES 0 DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 .- 8d COMMON PER TOE � u 7). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO iF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END �-- the below grade portion of exterior walls r-ior to backfillin All fasteners, hangers and anchors to be galvinized or stainless steel. 3 - 16d COMMON g p p g• 9 g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 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. 2 ,6d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 g p p �` 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as; prescriptive design of 1995 SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"xl2" thick concrete footing. JOINT DESCRIPTION NAIL _ NAIL Edition Wood Framing Construction Manuel. Use a minimum 1/2" dia x 7" Ion anchor bolt with washers and nuts. Footings Shall be 3 ft. Qom'• SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For g g AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. g below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 2 . Unless otherwise noted, all framing and structural wood material to be#2 + BTR. VWFCM - SBC Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be ;spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAiL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. �� 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing waill headers to be (2) 2xl0 #2 + BTR. Doug. Fir. GYPSUM 7 O.C. EDGE WALLBOARD 5d COOLERS 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 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: openings. Bearing wall window sills shall ailso have (2)window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 walll openings between 5'11 and 8'9. Provide fire NAIL NAIL and blocking where applicable. to girder(s). JOINT DESCRIPTION QTY. _ SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE PLYWOOD 6d COMMON 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE o on plans. WALLBOARD 10�} O.C . FIELD 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/or 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. (n O other access openings unless otherwise noted (typical). FLOOR SHEATHING: NOTE: f- Z 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL z 8). Dormers running up roof rafters are to Ibe supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION QTY. SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY = a where applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. D o pP STRUCTURAL PANELS 8d COMM40N 6" CO��O.C. EDGE u 1 OR LESS 12 O.C. FIELD 9). Provide blocking/bridging in floorjoists .at 8'0 o.c.. Use solid blocking in floorjoists HVAC SYSTEM NOTES 1). PROVIDE 5/8" TYPE-X SHEETROCK FiRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. ¢ � under all bearingwalls. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Z u 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety N OTES�: L N requirements. 3). INSTALL 1 - Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE IREFERRED TO IF 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 etdge to obtain higher 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirememts for structural 1), In concealed spaces of stud walls and partitions, Including furred spaces, at the ceiling and floor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alterrnate connectors, p p g p e over subfloor as per manufacture's instructions. 1). as shear plates, shall be used ito maintain load path. levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet, Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13). All bathroom walls to have 1/2"thick nnoisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuows over connected using parallel rows of studs or staggered studs, ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of mails shall be permitted to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tot - 16d nail per foot:. horizontal p 2�. At all interconnections between concealed vertical and s aces such as occur at soffits, 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 p 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or of N.Y.S. Residential Construction Code. drop ceilings and cove ceilings. ,f' approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM pP q pp 9 torch down type material over. p g pspacesBRAWN: MH/MS 3). In concealed spaces between stair stringers at the to and bottom of the run, Enclosed under stairs shall comply with Section R314.8, N.Y.S. Residential Code. ' �y SCALE: 1/4"=1 -o � 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to l JOB Y ��' November 10,2006 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. � �._ °vAl;` "' 4), At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of SHEET NUMBER: flame and products of combustion, 5), For the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. A= 18