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Home My WebLink About39680-Z <;StiFnI4^CoGy Town of Southold 10/7/2015 P.O.Box 1179 t com 53095 Main Rd 151, �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37824 Date: 10/7/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1145 Jackson St,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-9-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/27/2015 pursuant to which Building Permit No. 39680 dated 4/15/2015 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 INCLUDING COVERED ENTRIES, SECOND FLOOR DECK AND MASONRY PATIOS AS APPLIED FOR The certificate is issued to Warlan,Michael&Warlan,Erin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0008 09-08-2015 ELECTRICAL CERTIFICATE NO. 39680 09-01-2015 PLUMBERS CERTIFICATION DATED 09-18-2015 �` ampeon Plumbing 0 W. . Aut ed . gnat e ',,.gs¢F . - ` TOWN OF SOUTHOLD ' eo% BUILDING DEPARTMENT OD a' TOWN CLERK'S OFFICE oma, ' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39680 Date: 4/15/2015 Permission is hereby granted to: Warlan, Michael & Warlan, Erin 165 E 66th St s New York, NY 10065 / To: Construction of a new single family dwelling per SCHD approval and demolition of an existing non-conforming accessory building as applied for. , At premises located at: 1145 Jackson St, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-9-8.1 Pursuant to application dated 3/27/2015 and approved by the Building Inspector. To expire on 10/14/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,002.40 DEMOLITION $289.90 CO -NEW DWELLING $50.00 •ta1:-----... $3,342.30 4111, Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 11/-- Z fl,-- New Construction: y, Old or Pre-existing Building: (check one) Location of Propert aLf Y� It C j n 4 )(W) Su. CO It l�- House No. Street Hamlet tai Owner or Owners of PropertyLA\fir \pry d_ F‘Lkvo Suffolk County Tax Map No 1000, Section / 1 7 Block 9/ Lot i< Subdivision Filed Map. Lot: Permit No. 3 („gT3 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 6U • Applicant Sig ature • - 1 Town Hall Annex 1 ~e ® : Telephone(631)765-1802 54375 Main Road ilig * t Fax(631)765-9502 P.O.Box 1179 ; c Q�% roger.richertRtown.southold.ny.us Southold,NY 11971-0959 . ,e' e ‘ "reouNriAii.0 ess // 09 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Michael Warlan Address: 1145 Jackson Street City: New Suffolk St: New York Zip: 11956 Building Permit#: 39680-39581 Section: 117 Block' 9 Lot: 8.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE J Contractor: DBA: D.C. Electric License No: 4076-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 400A Heat GAS Duplec Recpt 56 Ceiling Fixtures 13 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt Wall Fixtures 13 Smoke Detectors Main Panel 2-200A NC Condenser 3 Single Recpt Recessed Fixtures 48 CO Detectors Sub Panel NC Blower 3 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 2-200A Switches 68 Twist Lock Exit Fixtures TVSS Other Equipment 39680 - House - 39581 - Service, 1- Gas Cook Top, 9 kw Oven, 6- Exhaust Fans, 3-Paddle Fans,72 ft of Lighting Track,16-ARC Fault Circuit Breakers Notes: Inspector Signature: l ---) Date: September 1, 2015 Electrical 81 Compliance Form.xls r-' ----)d Its !I, li ,, .� ii , Ljj SEP 18 2015 BLDG DEPT 1 qa.lel- ,DI 11 .ID 3q 1175- k9Code Enforcement ,-/-421..-12,0-0 p- if- Certification o(Compliance-Domestic Water Supply Solder&Anti-Scald/Thermal Shock Prevention Building Permit#: 3'�'yS 31 tekl, Date: '9 —/e9—/57 Property Owner: J44p, Property Location: //y.S j7 ckfpS�/-,ot.7L MUc ' 3-:;-,44". /0' Installer/Plumber: .-.�e a'A► P74;,--7,; cam./ /7%A (7 Address and Telephone: 2/' eat f a Ue „4":-'ved4oi ,' •1/,y //✓D/ Suffolk County License Number: 4/63),,, -- /9', I hereby certify that the solder used for the domestic water supply lines in connection with the above referenced building permit conforms to the applicable requirements of the Codes of New York State and as required by other provisions of the Codes as applicable. I further certify that an anti-scald and/or thermal shock preventing device has been installed in conformance with all applicable requirements of the Codes of New York State and as required by other provisions of the Codes as applicable. Please check one: ( I certify that I am the licensed plumber(License# ff' --ft that installed the plumbing on the above referenced premises above. ( ) I certify I am the homeowner and I personally installed all the plumbing on my above referenced premises. Sworn to before me this ix'"7 , II Signature Day of Se`Dtel"Y�1l2(Z, , 20 15 RHONDA R.BROWN Notary Public,State of New York Qualified in Suffolk County (`� - Q-Patti.) No.01 BR6135899 (Notary) g1M�y�"C��o"m�m"ission Expires 10/24/d a 1'7 tales u2_ 12 .a r Revised 12/5/12 oq) I49-0I5 3 7 (28 02_ „,,,,,, /4.1'�OF SOUjyolo G \N 0 1,1 TOWN OF OUTHOLD BUILDING DEPT. 765-1802 N P_ � ECTION [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION s _ [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: o � 1 L Ai F DATE _: � INSPECTOR /” •� C2 ,.................. *of S00,5,; s: * ;ca ''' COUN11,*701.1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 // INSPECTION- - { , OUNDATION 1ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1)6 try n DATE \r-/ INSPECTOR p 3 ,k =.4� 0 02_, 1��,�o�,OF SO!/j__f It ` 40 d,; TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 [/1,ISPECTION ON 1ST [ ] ROUGH PLUMBING , '� [ DATION [ ] INSULATION 4 ' [ NG / RAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: <17" I ' ' % q, _ --pD CA- ,e...., — OF i , DATE INSPECTOR ,„,„s0 . 37L8 11 eTyIQ _ �` ^^ ,,MM . 11,1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN'SPECytON .[ ] F UNDATION 1ST [ UGH PLUMBING [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIO, i TION [ ] CAULKING m REMARKS: ,s/' i i / 46•; 14 1 A� C,I " r te.: - Sir Iiio1�� WP ,t / ' . 7. si;1__ • i_I. . DATE (,)'' INSPECTOR jVl - NC S ii/iii �� ,,�'��OF(iii---- - %.'1 to\` I 7 OC45 1 , o �, l\ 42 G TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 1 NSPECTI N- O [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION -]J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Cad— 0--4.--r.W. ,_----40 / --,......, DATE 4k INSPECTORS e � TOWN OF SOUTHOLD BUILDING DEPT. ' 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE STANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: DATE INSPECTOR J (,9.,O . �* *i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH'PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION t [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT + N [ ] CAULKING REMARKS: 1 � =/, \ DATE 07/9/-5--- INSPECTOR a „„„ 3 `/& „ �� „F SOU ' 0111 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I=NSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ ] FINAL [- ] FIREPLACE.& CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATON [ ] CAULKING REMARKS: 91( -irg- _ 72) c-c8 Sr2o-w 141-740 4/(2-6AwAyz Ai) C-174-(9-(AS 1/I/ .Ili b GA) , e- sl,,LL-laifaMilt'i . 1_11k1� ...., &A) ti,Wyg_.,1‘CaftiAko 0-) PAh)ALA/ DATE INSPECTOR ..................lo`i * - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: KA/4& DATE INSPECTOR • �► �►` � � 1 0 -.3t1 . --- , ,,,,,,,,,,,, ,„4„,sou4s,„ „,,,,, <,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r-, CO 1_ P-- ---/--_ ,L Ee...A._, r (' DATE INSPECTOR ,7:6-1 FIELD INSPEe1AN REPORT DA , _ COMM m . f (5---. : ' • .,- -, ' - . la /0 , __, t., 'OUND,A. ON(1ST) iv . , l rte- 1, `�', _ �' . /d'--1:--1- . . . Z FOUNDATION(2m) ._ -� •b 67 it ir lam' cl '-,,/, 7 ) -.,‘ 7:47 ').. ,;?--Yi - 'o . (0/12/4./ec' i., L/2-c,P9 Ali • `':- -' : '. Fe—. CE4:4 V\ ci) ROUGH FSG& r C PLUMBING 'fl4-- ' • / .:� A. . . ' - - -S _i _ ti -,,' . .. . , .06. rerL.C.„_.„1:a.:-.,-;: : - /e7/%....1--,/i L _ „ ./..1'...,,. .. - -,_,,, „ ,ii. .-: al--6,ap,, ,,e)tw INSUL•ATION PER N.Y. STATE ENERGYCODE ' ' . . ., ?_.,, . . . 8 ;',21. /4,-.-.viyie /4/),;i:i.31,, . . 64,.../.... .. j,,- 4,.---,-/L:f.- . 2c---) ,c-- : Xi— a/70A „,,ic, ,,,e,fyiy-,,(P)//0 ite,pu? cei,,,„) .. • , ,,...c4e., f.,,,,,e., , 04 ,(7)-1,7,4 Fr./0/4"--194,"4 ',_± . . . t9e,_•//4--AlQypt (3-pc,e-c. , c,,,,,,,_d[E)46,,,..,4,4„K FINALh71 .\ -�� /6 /&1°- - - �. . - • .�' ) /4. _,R,‘,,/,,,,4,:,....Y7. ,dam J.-- . i • / • ' 'I ''' I, f___ ‘,...,,i0/6_4,// Ar ,i.g.1 iI Ts -, ''',, `.Ct _ , T -0)0 -- -' 1:6 ' t'O'4,- '.: 1*- 2:‘, l'-} '). .±.).'. .:.;'. . . -:, .L,1• •:',. \ ' i2-f::: 'Ade.o-' n' ' •fr, o ' 7(Z_ -: ' Air 1 . . ''' '. . - 4,;..L Jt °tI (S ' - '011-.. , . . . 1 `i-l8-15 kp.e • ' 6 fi ' - - (Y` 1-.9>k.1:5 c.i fv.A.--1. a ,04-1r1. Af1)(krrir-Irrt-. 04, .) , - . . . . , . . . , . -6. 2 .. . . . . .... _., . . , . . . • • .. , . .. . . .. .. • , ,a , ---c, �; „ • G ?z,/ . a ''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) 765-9502Surve y SoutholdTown.NorthFork.net PERMIT NO.J ( t KCheck Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined-6 ,20 Single&Separate Storm-Water Assessment Form ) ,ntact: �/�ilL/��'� ' �� Approved ,20 Mail to: �� $3 �� Disapproved a/c �`� f(5) S� �� III �, Phone:/ J/ , if J 'yJ �" E\\....t.,.)xpirationAr. , .07 / -----,--r- ro ,-- E 6i , , \r\ Building Inspector Ali 2 7 NG Ll APPLICATION FOR BUILDING PERMIT S , L_- -g- T Date0,7 , 20� i D(, Dct T ip'r; ;, uUTPOU0 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,ano regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Z9VA.. r�' 11 `(Signature of applicant. nam-,if a corporation) 201 E 69th Street,#10A, New York, NY 10021 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner Name of owner of premises Michael P. & Erin C. Warlan (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) G' Builders License No. $—/8.9 S— , �iyij4�, y✓7�S . Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1145 JACKSON STREET NEW SUFFOLK House Number Street Hamlet County Tax Map No. 1000 Section 117.00 Block 09.00 Lot 008.001 Subdivisioni e ap bot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy RESIDENTIAL b. Intended use and occupancy RESIDENTIAL 3. Nature of work(check which applicable): New Building x Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $700,000 Fee $1,792 (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 13' Rear 18'-1" Depth 42-6" Height 12'-0" Number of Stories 1 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 119'-10" Rear 119'-10" Depth 82-3" Height 23'-4" Number of Stories 2 9. Size of lot: Front 445.10' Rear 405.60' Depth 267.65' 10. Date of Purchase August 28 2013 Name of Former Owner Anthony& Fran Tuthill 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will lot be re-graded? YES x NO Will excess fill be removed from premises?YES x NO Michael P &Erin C. 201 E 69TH ST., apt. 10A, 14.Names of Owner of premisesWarlan Address NYC 10021 Phone No. 212.906.1157 Name of Architect Jack Wetting Address270 Lafayette St.,400 Phone No 212.226.6330 Name of Contractor s/ANkam/ AddressNYc 10012 Phon . C3/-WY'-4/3g 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * 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 x * 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 x * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) �l�-�.-� a'L'`� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the t.,'�,4„ (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this / 911 day of iv 6 rCh 20 /5 J j , i ' >RRY "1 "1 Notary Public Signature of Applicant • 0`1 SOIV Town Hall Annex * * Telephone(631)765-1802 54375 Main Road P.O.Box 1179 : • roAer.richert(tU[OWi1 S uti9ioQd.nv.us Southold,NY 11971-0959 `;�` X40'1$ O °1 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • - REQUESTED BY: Date: Co —07 l Company Name: C �(� / 171 • Name: I ci `aca License No.: 140 76 lvkui Address: P-0 . 3(' ( j (0 d)C'OC L- lJ( (1 Q? . q? • Phone No.: 60 3r -6 c 3 - 3C 2 t JOBSITE INFORMATION: (*indicates required information) * �. eJ J Name: � / *Address: 1/4/5- J Sec ' • J�j v-lk *Cross Street: Ki I'Yl o femey' T Pci I' `Phone No.: �- - Permit No.: • Tax•Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: - / NO Rough In Final *Do-you need a Temp Certificate: YES O Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200) 300 �.' 00,19 Q r *New Service: Re-connect Underground Number of Meters Cha •e of¶ervice Overhead Additional Information: PAYMENT DUE WITH AP`LICATIONBcf LDG DEP TlUTH OL 22-Request0 for Inspection Form @ . 4 { 03/30/2015 09:21 6317656641 —'`SUUTHOLD TRUSTEES PAGE 01/02 . - E ri„ 7 -i. W -P - ... , ,�' G"; MAR 3 2015 �� 7el�phone(631-1802_ Town Hail Annex i `"'- - Fax one 734-954 54375 Main Road v ; 2 P.0. Box 1179 ; ;:• 2 Southold, NY 11971-0959 ; +s+ i` Bl DG DEPT ,'� • '" II TO\IN OF SOUTHOLD BUILDING D PAt TMMIE•NT NOTICE OF UTILIZATION OF TRUSSY5PE CO{NNSTRUUTION -RE-ENGINEERED WOOD CONSTRUCTION ANbtOR'TINISER CONSTRUCTION , ,. Date: 3" 3 0 . AS--. ' . 1. ' Owner;. r C�C�� dc . .i....%,. ' . ./ ` • •.• i? _( 7 ' Location of Property: '�• - .:.•.-'''. Please take notice that the (chedk a . pfable line): ' .•:.,,,' , -------New residential'structure").r.•":4•.•;.,, •.: }' . Addition to existinc9•'residential structure ,`• . rehabilitation to:an,existing,residential structure . i., • ' • s+ —=— - .. ,..,. above will utilize „ , to be constructed or performed at lle ub ept�p Se ty re nce 1. (check applicable line): Truss type constr ktidn, ,:,, ,. ,' , ' ' - Pre-engineered wood co strucfioin IOW);;•: • Timber conatruGtidntC)` ' ' . ' •,?•s • in the following locations)(check applicable line): • Floor framing' inclitdin,girders,,and-beams(F) • • - .. Roof framing(R)' , _ •• . ; .,” ' • • • ' Floor and roof framing(FR) Signature:' _ Name ersdn,submitting this form): ' ''�' C �'� , •h Capacity(check applicable line): . Owner , ::;Z::::: Owner representative • TtussRooReq'15.docx EtfCtive 111/2015 - . - } `1 )600 _ I /7 _ qi - 6,- f TOWN OF SOUTHOLD PROPERTY RECORD CARD i OWNER ' STREET //ILLS- , VILLAGE DISTRICT SUB. LOT 44,-,1.7 ad I . F,) i►7 e; W&r1 .YI ,Ta c K s o h ,.. e e.f, A1ewJ'vffjjr ; 4 be,Pc,c i i fi ony E6 7 /1 ' E A GE !2 11 1 �l[1 �tits Jl/ �'r f• r EA �-�`d iZ �`� s 20 too �S ,0 S S �, W TYPE OF BUILDING -R � 'i0r) Ls-4. c K.S ft% v 4€ El flc ,Pe.i ,0 rtv "f L rS. 4 I SEAS. VL. FARM COMM. I IND. [ cB. - -,MISC. Est. Mkt. Value _ LAND IMP. TOTAL DATE REMARKS �`, f f ;moi..! 4 . `?k6Ca / , 34111/316° 6 &DI gg— L1D(0564G41- �• us-JDn 4r ."oQ Ats5c ' f - 4 s 1--c,J 4-soo .A z( ( )/24Dt5 a 7/9D- Li i i g g,6'1 aha 435D , - oh of 4 0 on 1S X71}3—L IZ7/&pIbi "T /1 516 lilfrjr/ fi $ if /00,000 F3b AGE BUILDING CONDITION —� NEW (--NORMAL )--' BELOW ABOVE FRONTAGE ON WATER406 Form7', 0'110 v,'j iie -G rlt Ai,e. _Acre-- Value Per Acre Value FRONTAGE ON ROAD .Cf T: B ii V1-4.-c,-w #, J j -Tillab[e 1 ° BULKHEADS Tillable 2 I DOCK Tillable 3 1 J L %Woodland I I .2 ri d R,!,� ..4.1 X / ..<,c6... e 4 /1=--e, I Swampland E 4 "" t ` _ �_ Brushl ' L . O rte' House Plot - 4 4 J.`r =-- --2'` - Totar. • -,•...---- 1.,- iy,us it----.7.- A-........,. _ ""-----.....-,-;-;$s::'"-y.i,:•';,:i...:!:-• -••-,-a\-• i4v--=- 0,•',..z. -,.• "-,• 1- --,-,,,,,-7- -tt:iti•t'1.11,,K,::,., -LW'. 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V 2- r 1 ‘,v ; - ictension st )(c?..,3 / g".4 .. II! 1 Basement i I , _ i - ! )(tension i 2 x 1,1 .1-; i NN I V 1 68 6 v;‹t. Walls t/e hi%1 , Pig 1.--7- I Floors : /.., Interior Finish (tension -Cti' r-f„,t• lf ,‘ „....7L' F• e Place , ,,,-„ • : 4p-- Heat / 1 1 G-4 - --L---(-----t" Iql I • e i N tV , ir re.', ei 1r , Porch i te i Roof Type , . ..- I C7t-ie , /-44 1 ria,til- ` 5N / val,' .1 .. 1 , ...,. Porch I !Rooms 1st Floor /..i--)( 3 Li 1 ., : i ,......„ 1 1- . . i reezeway 1 6 (.1- 1 p , -, 4-17 ("-r'f'-43..4 I Sell Y-kktio ,.. . -ifft4' /3);-/reg 1 Rooms 2nd Floor 4/ -...-..i 1 • • --...._„. I 1 crage 1 2.41. y- ; ___,..„ • r 1,di s- ?,..r 'Driveway -f toil) 1 i 1 '..,N,••- t .., -• . . 1 ) _--......„..., • 1 E (44 34i41 / 1 ,, 3 1-4, 4-tpg.1 , .i. .• : - I - re,---d I (-4/-ii,Pi. A"r4:14/• ie-t r t , WN,... . i ._...g..-:--. NI 11 g ti--,iiol,t4) k g ry- tj,- .... 1 . : ‘,... j ..1.• 4.- j '1*Ilf --) 211.S1-.20k5—,- V .- - . /p--.-, • . . .,.---- .._ -- . t. Scott A. Russell SU4.v ST(0)RMWAT]ER SUPERVISOR MANAGEMENT TOWN HALL-P.O.Box 1179 v^ 2 ` oTown of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 � se,- .`� oO�-� rJ MAR 3 0 201" -••., �� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF TI-FE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. O B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. O N C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 1112:1 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑KI E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-k-ind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. * If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date • Dist'ict NAME Drew :. bennett, P.E. 117 9 8.1 2-25-2015 tP t Section Block Lot YQ ****FOR BUILDING--DEPARTMENT USE ONLY**** Contact Information. r(641+-9977992b, �jq �� ° Com'i/ Reviewed By. Date: 3-017 -J5 Property Address /Location of Construction Work: 1145 Jackson Street ElApproved for processing Building Permit. Stormwater Management Control Plan Not Required. New Suffolk. NY 11956 Stormwater Management Control Plan is Required. ® (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 35 b 8-z) APPLICANT #: "'•'"sures" CHAPTER 236 S.C.T.M 1000 (Property Owner,Design Professional,Agent,Contractor,Other) e--- --- ---, —y— 0O q •` 117 9 - 8.1Stormwater Management Control Plan CHECK LIST NAME Drew B.Bennett,P.E. Section Block Lot Az c S M C P -Plan Requirements. Provide ONE copy of the Building Permit Application. Pleax Print - QCDate: * The applicant must provide a Complete Explanation and/or Reason for not providing (631)907-0023 2-25-2015 --g1 '' all information that has been Required by the following Checklist, Signature Telephone Number ,,,1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTYES NNA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items. If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries ['b. Total Site Acreage. c. Existing- Natural & Man Made Features within 500 L.F.of the Site Boundary as required by§236-r7(c)(2) 1d. Test Hole Data Indicating Sod Characteristics&Depth to Ground Water `, :Isrli , ME e. Limits of Clearing& Area of Proposed Land Disturbance. 4= m f. Existing& Proposed Contours of the Site (Minimum 2 Intelvals) \ _ g. Location of all existing& proposed structures, roads, EROSION&SEDIMENT CONTROLS driveways,sidewalks, drainage improvements&utilities. Shall include but not be limited to: h. Spot Grades&Finish Floor Elevations for all existing& A well maintained Construction Entrance, proposed structures. • - ,. - I. Location of proposed Swimming Pool and discharge ring. m .1. Location of proposed Soil Stockpile Area(s). 1 . :AMIll k. Location of proposed Construction Entrance/Staging Area(s). :-w, m 1. Location of ero.osed concrete washout area(s). [! M. Location of all proposed erosion&sediment control measures. A= 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch DRAINAGE INSPECTIONS ARE REQUIRED rainfall/storm event. Contact TOS Engineering at 765-1560 before " -- 3. Details&Sectional Drawings for stormwatei practices are required toi approval backfill, OR Provide Engineer's Certificatinn Items requiring details shall include but not be limited to: that the drainage has been installed to Code. a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. C. Inlet Drainage Structures (e.g catch basins,french drains,etc.) I. l d. Leaching Structures (e.g infiltration basins,swales,etc.) ****FOR ENGINEE e DEPAR "►.T USE,ONLY**** Additional Information is Required. Reviewed& , Stormwater Management Control Plan is Not Complete. 'Approved By: ��1:' ,li �j, — _ — pi'l Stormwater Management Control Plan is Complete. Date: q( 7/5 Ii SMCP has been approved by the Engineering Department. FORM # SW Check List -TOS MAY 2014 n , ' ENNETT' Ly, 1 ccr-1,,,k2 1,NF.R. April 16, 2015 Mr. Jamie Richter, RA Engineering Department Town of Southold 53095-Main Road PO Box 1179 Southold, NY 11971 SUBJECT: Warlan Residence 1145 Jackson Street New Suffolk (Southold), NY SCTM# 1000-117-9-8.1 Dear Mr. Richter: I have reviewed the condition and extent of project limiting fence and silt fence on April 16, 2015. I hereby certify that the area within this fence line is planned to be disturbed . and is less than one acre in size. Therefore the project requires a soil.and erosion control plan, as submitted previously under separate cover by my office. I trust this information is Clear. If you have any questions, pleaSe call me at 631-907- 0023. Res ectfully submitted, D.B 7tt,__RE., P.C. 4:-------L-s ) :: \ ,s rCir.)7VREW n BE,NNETT &,.-t 1 Drew B. Bennett, P.E. : z - kc--:k :i .:i i \\ .-.)c. -,\ c-.1 -., •.-,,, i cc: G. Monroy, Wettling Architects P. Pawlowski, Builder '''•••••:::_::"2:-:- ' (24-217) APPROVAL OF STORM WATER MANAGEMENT CONTROL PLAN -T. Code a. er 236 Date://f_2(11_ A p 0 1, J17- . ' . 3 RAH_RoAn AVF,N1.11= • P.O. Box 1442 • EAST 1 IAMPrON • NY • 11937 TFT: 631-907-0023 . FAx: 63t-329-0324 . ww\xl.DBB-H.com D.B. BEN NETT. P.E., P.c. B 3' .SO C- NEW SUFFOLK AVENUE 26 14 28.60 ,? 1 . S 78' 4'00 E }405.60ff_ , - - �-- A -r —_sem__ii, 26.2 27.5 i 28 7 506.93' u loN W DRYWELL t % i _ N - t �� - I'\ 2 e X t CI aW).. 31 • 31 1 �/ j I i . 0 CO cv}OO 31 7 151071, F- I C1 O�y mLAcs q FLUR• 84.7' 3 X 8' IB 5.7 WINDOW WE L Q 208.4' 31.8 11 3• 1, __ � ..� , csi in h 5 7' 60 6' t •r t •< IL - ,- iy .\''' c-1 li` N^ a 1 STORY I 0 ~ 'k.. ` it, L D 1 LEACHIN4 SEPTIC fO D WELLING ;, N _ 10 I UN ---� POOLS TANK 51 6' -(^3 5' !_��._. _ t I (3� 32.3 :; 11.0.0/ N • I�i IZ -- , J M '3FJN Y II d; I AUG 0 3.1.4. I1 _ 1 ✓ j� w`f' I I`/ 323 O k �M o J DRYWELL S 78'.34'00” E ' SVFF. ®.HEALTH SERVICES I"\ Jz� NOFFICE OF f 2r. ATER GT. / - (' \ 31.8 li 1:4' 1 81 3 22.83 _�..r .•.......�.._ , DRYWELL �/ — — ^� t - - DRYWELL f`/ _ SANITARY LOCATION TIES I• I ,� DRYWELL + { - 000 - SANITARY BUILDING CORNER W 313 + STRUCTURE. - 32 3 o A B ln H �j I'- 1 S.T. 15' 25' _I . S s, + o 0 — 2 L.P. 18' 36' Q N 31 5 '' 10 K 1— - 3 L.P. • 30.6' 43' I— COI 4/; ' ' 32.2 S.T. = SEPTIC TANK ,1' I X L.P. = LEACHING POOL Z 3 s Q , ' \I 0 1-- Ia Ir N 4'24 e— 3 ;i ——--------- / - 1LinIv 7 2®•1 Date ByRevision sa eyed by Rg Drohed 6y A VR I Checked by MAR WATERl �� BarrettMETER f VALVE 445.10 — B B1 Bonacci & 30.89 • _ _ - Vanu SUFFOLK COUNTY DEPARTMENT MEN OF HEALTH SERVICES PP 9e,Weele, PC ACKSON Civil Engineers 175A Commerce Drive APPROVAL OF CONSTRUCTED ED WORws:S FORA STREET, Surveyors 1788 SINGLE FAMILY RESIDENCE 631 435 1 1 1 1 SEP 0 8 2015 H.S.Ref. ° �' _' Planners F 631 435 1022 www bbvpc com The s3r.sge die-;,a J41 a11@�:ater s p,ly facilities at this loc.tion have been NOTE: Tax Map: DISTRICT 1000 SECTION 117 BLOCK 9 LOT 8.1 1. LOT AREA = 119,872 SQUARE FEET. Quite=�.a a why that �r �thi' �'° PROPERTY insS cctRd 2p1d1uT certified I4:t�1j iiJi O F�Pu�ngO or QBE OOMSSf la found OI"d �l�" . by„�,tisfaCt ry FOR 1,?y�1A:iiJsU1 rOr, CO '' ,W SITUATE • 2. ELEVATIONS REFER TO NA VD, 1988. , • +F+'�,a, f _ ' "� � dnde •� •. NEW SUFFOLK ��-I r° 3. 'SUBSURFACE & ENVIRONMENTAL CONDITIONS WERE NOT h ... l'� c'il(Z'T J.t-111s�E6�t,P"`°P iil.�,d 1 r ° "` \1• OF SOUTHOL) SUFFOLK COUNTY,N.Y. EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. I`s ., �. , Office a,Wastewater Management �3 ` FINAL SURVEY - ---- _-"""` ........ 4. /LOCATION OF SANITARY & DRAINAGE PROVIDED BY OTHERS. ',+'•est ' i_�'�`' L 5. SITE & DWELLING UNDER ACTIVE CONSTRUCTION. State Et. '" 4Wg0 The offsets or dimensions shown from the structures to the property lines are for a specific purpose and use and therefore are not intended notinmwdeiedk6eateeand'wldcopy © 2015 BBV PC to guide in the erection of fences, retaining walls, pools, patios, planting areas, additions to buildings and any other construction. Subsurface Date Scala Proed No Sheat No Conditions not shown Easements, Rrghts;'of-Way of Record, if any, not shown. Property comer monuments were not placed as part of this survey. JULY 27,2015 1"= 50' I A150093 I 1 0f 1 1 • NEW SUFFOLK AVENUE S 78'34'00" E 405.60' — — manimmml•••an.Om. OM•=1;NEW/MO=MMIII•OM,II ,11M1 I ,4MMI, 11111111P ONO OM.OMB II IMMMOINIIIMMIIII• =M.MM. ••=1 MIMI MMIIIMMIMMIENNIMMID 01101.ON= mon a• mmwmmoMMIV...."'""M".''...'... nisis 506.93 � 111 W • \ \ IN 1 I� I n IN 1 o IN i L. CO O 14.8'o I N I IL N n, d o I M I CD H 1.0 03 34.2' ' 1— ~ 0 NI J 0 a ;, J ..],...., 6 o J X \ X ZO 1— 2084' fr 33.9' N 11.110 '10 4.7's uj 84.Y Q '6 54 60.7' — ^ / CONCRETE 1 I v FOUDATI N N 1 \19°)0 I CCA II 51. 0p3.5' 1/'''....-''''.°Cliji--- r 3.0' IN • II ��,, f v v 4 M _ I N IN 1 16.0' S78'34'00" E . \ \ 22.83' \ ,.41r01/ . I I / 10 W \.51) I IIc?.-- go/ . ^ � o /co 0- • in o NI 1 0 X 031 1.- o m 1 t- Z +THIS SUR EY WAS PREPARED FOR THE SPECIFIC PURPOS- OF SHOWING THE EXISTING FOUNDATION IN < RELATION TO THE PROPERTY LINES. ALL OTHER IMPROVEMENTS, POSSESSION AND/OR STRUCTURES. IF s ANY. ARE NOT SHOWN. Io 1Z. in 0 .,„.... Dote By Revision Surveyed by: R.B Drafted by%llA.V.R. Checked 6r M.A.R. N 74 1 — Barrett —....._�___� 1 F1 ) JACKSON — Bonacci & - 5 K STREET 445,)0' - __ Van Wee�e, • Civil Engineers 175A Commerce Drive Hauppauge, NY 11788 Surveyors T 631.435.11 1 1 Planners f 631.435.1022 www.bbvpc.com Tax Map: DISTRICT 1000 SECTION 117 BLOCK 9 LOT 8.1 ._— . _o Certifications indicated hereon signify that this F- . 1 plat d the property depicted hereon war ole PROPERTY Lr `_...._-- --i in accordance with the existing Coded Practice `,?l_ i i— -'�___ I.I; I for Land Surveyors adopted by the New York I' = I State Association d Professional fond Surveyors. SITUATE i ' /' This certification u only for the lands depicted !��'� MAY 2 8 2015 i! hereon and is not certification of title,zoning ar NEW SUFFOLK j freedom of encumbrances:'Said ceroficarroru jshall nun only lolie'Persord and/or entities _`e__ listed hereon and ore not irdruferable to Oddi- TOWN OF SOUTHOLD SUFFOLK COUNTY,N.Y. s_- -�` fianot pe s enMiei owners. 72_.''..---------- FOUNDATION wharf or this Sea b E ucatioviolation al Section 7209 d New York LOCATION Stale Education law. ..,., <<,s Copies of this survey hiap rioi wing the rand ybossed snohue shall The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection of 0.0t''' su a be a&am.;dem s ered b bsee'bd tareand unigdwhd oaay © 2015 BBV PC W is FOUNDATION fences,retaining walls,pools,patios,planting areas,additions to buildings and any other construction. Subsurface and environmental conditions were not examined Date Scale Protea No. Sheet No. t VIW: FOUNDATION or considered as a part of this survey.Easements,Rights-of--Way of record,if any,are not shown.Property corner monuments were not placed as a port of this survey. MAY 8,2015 1"=scale A150093 O11 L 111111 PUBLIC PUBLIC DRAINAGE NOTES: DRAINAGE CALCULATIONS �� THE EXISTENCE AND LOCATION OF AERIAL, SURFACE OR SUBSURFACE UTILITIES LU INDICATED ON THE PLAN ARE NOT GUARANTEED. THE CONTRACTOR SHALL HAVE A WATERSHED 1 - MAIN HOUSE ROOF UTILITY MARKOUT PERFORMED PRIOR TO STARTING ANY WORK. THE CONTRACTOR 3,200 SF ROOF X 2 12 X 1.0 = 534.4 cu.ft. co N LL PUBLIC R SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES, AND SHALL / M EXERCISE CAUTION WHILE WORKING NEAR UTILITIES. EXCAVATION IN THE VICINITY OF 534.4/68.42 = 7.81 VF8 10FT DIA. DW REQUIRED :4-. cy) d- �` 'r . / EXISTING STRUCTURES AND UTILITIES SHALL BE DUG BY HAND. THE CONTRACTOR WILL USE (1) 10FT DIA. X 8 FT DEEP DRY WELL, DW1 r- N ()LK V C COORDINATE WITH UTILITITY COMPANIES REGARDING SHORING, BRACING AND X . O NEW SUFEMODIFICATION OF THEIR UTILITIES AND APPURTENANCES AS REQUIRED TO•PROGRESS WATERSHED 2 - SED ROOF AND DRIVEWAY CS m Y pj THE WORK. THEO COST OF UTILITY IDENTIFICATION, COORDINATION, PERMITTING AND 750 SF ROOF X 2 12 X 1.0 = 125.25 cu.ft. N , 1 PROTECTION WILL BE INCLUDED IN THE PRICE OF THE BID. 125.25/68.42 = 1.83 VF )OFT DIA. DW REQUIRED V M ,' �;, i'. DRAINAGE SYSTEM DESIGNED TO STORE RUNOFF PRODUCED FROM 2" RAINFALL. 6,065 SF DRIVE X 2/12 X 0.9 = 911.57 cu.ft. = Z CC' --- 911.57/68.42 = 13.32 VF 10FT DIA. DW REQUIRED = -- RU TS 1 1 \� i ] - - - - NOFF COEFFICIEN TOTAL = 15.15 VF 10FT DIA. DW REQUIRED a. > O (- DRIVEWAY: 0.9 ,-r ' , ' I N ROOF: 1.0 USE (2) 10FT DIA. X 8 FT DEEP DRY WELL, DW2, DW3 �. M , , I - / I WALKS/PATIO: 0.9 W ca coo N f I' j LAWN: 0.15 WATERSHED 3 - PATIO 2 O \ .- 2,425 SF PATIO X 2/12 X 0.9 = 364.46 cu.ft. _ ,_, 'f i ; 1 I ; ,i °y o 364.48/68.42 = 5.33 VF 1OFT DIA. DW REQUIRED }; 0O ' - ' \ / \ , i 1 , _ - - - - _ _ ., Z NOTE: PROPOSED DRIIVE WORK AND DRAINAGE STRUCTURES SHALL BE LOCATED ON ' I "1 , ' ' 1, / i , if‘ SUBJECT PROPERTY. USE (1) 1 OFT DIA. X 6 FT DEEP DRY WELL, DW4 4) M LL 1 i , ' . -- - m T DRIVE AND DRAINAGE STRUCTURES SHALL BE LOCATED BY LICENSED LAND SURVEYOR. C CO f Ii I - - " ' - =O - , 21 I ' •,• , • , \. / `, ,' r N A DURING THE COURSE OF DRAINAGE CONSTRUCTION, EROSION AND SEDIMENT CONTROL DRY WELL SCHEDULE CO 1.0 ' _._-..- - • < MEASURES WILL BE REQUIRED. SEE EROSION AND SEDIMENT CONTROL PLAN FOR Cfl r zz �23, I • / SEPCIFICATION. NO. SIZE (DIAXHT) , I , Z CO yz I` za I I zs l j - o DRAINAGE LEACHING POOLS SHALL BE MIN. 10 FT FROM ALL UTILITIES AND 20 FEET DWI 10'X 8' ROOF WATERSHED 1) 70 o (_ / _ - : 111111M.111111115.11 . L CD CD PUBLI_ C__W_ATER PUBLIJR SITE DATA: WARLAN RESIDENCE � K AVE. 1 145 JACKSON STREET, NEW SUFFOLK, NY : 2 NEW SUFFOL /-1 NEAREST CROSS STREET: 515' FROM 5TH STREET = X - M ' !,, ZONE: R-40 c m -,_ o0', ' GROUNDWATER MANAGEMENT ZONE: IV U p� M LOT AREA: 119,872.63 S.F. 2.7519 ACRES) / ;` ' ' ! _ - - - - - - - - _ AREA OF`EX. SANITARY -�''. - ( �, co TAX v1APS I.D. NO.: 1000- 117-9-8. 1 U = z co ` ( TO BE ABANDONED BY N DESIGN FLOW RATE: a� a PUMPING + REMOVAL o i ,n CONSTRUCT NEW SINGLE FAMILY RESIDENCE, ., 4:C ,� ' 38 - - - - - - - - - - - - , - i _ , , az TOTAL NUMBER OF BEDROOMS: 6 PROPOSED 111 a Cr) �� f n f z,,,, p O ,1 11..=,, / \ i i ' ' 49 _ ., _ a - -- , m o SEWAGE DISPOSAL SYSTEM: }; CC cts O / ROPOSED ' ' ' c 24 o M W I21' i 1 I I I STONE PATIO ' • , ` ' NU1 -/ I I 1 I I I AT GRADE / s r M Lo 1 22' I I I DRY WELL Lam - c'�� SEPTIC TANK: =/ co .a/ / ' 23' I / V/ Q CO• Z co , 24' 25' .. J �J1 -r1 M 73 N ,' ..:- -! I I I;i,.''I- 1 1 /J/d ; _� -.ATGRADE SEPTIC TANK REQ D. = 1 ,500 GALLONS CAPACITY�10 Wi -1 'IV LLSWITHIN rl �,�' 29 ' ♦ I' ' i. - r 150' I P a 26' - :.• . � LEACHING POOLS: 0 • 1 , eS, - p7 ° I MIN,' DEPTH TO GROUNDWATER = MORE THAN 27' BELOW GRADE ' ' / , ,, STONE PATIO L� ,1 / ply \ATGRADE / ---, - N AS PER S.C.D.H.S. STANDARDS, TABLE 4 - GROUNDWATER , ' ' il tDECK IS- DEPTH 21 FEET, CONVENTIONAL LEACHING POOLS \ , I! ,'PROPOSED SANITARY ' M�N, / - S 78°34'00" E LEACHING POOLS: 2 POOLS, 8 FT. DIAMETER, 8 FT. DEEP EACH, ,� - - -� I ' � " 22.83' SIDEWALL AREA REQUIRED: GREATER THAN 400 SQ.FT. - - 1 1 ,500 GAL., 8X5, ST �- ' " (2) 8' DIA. X 8' DEEP LPS x - PROPOSED ../.‘ ACTUAL 400 SQ.FT. (OK) / , ' I I I PAVED PARKING - [A,`] ' / / PROPOSED PROPOSED / W \\ POOL DECK POOL 0 < 7 2. VERTICAL DATUM = NAVD 88 I co +' N CO - - - ,' 8' DIA. X 8' DEEP PRE-EXIS IN WOOD SHED Lo >- a , _ ! SWIMMING POOL o PROJECT NOTES: L- -'-'= 1,- .. PLUMBING W �iCn , DRY WELL , o U) Y mz / I EL. +32.0 m� = � Nye ,' { i --n 1 . BASEMAP BASED ON SURVEY PREPARED BY FRANCIS X. KARL, L.S., LAST REVISED APRIL 5, 2014. o 00 n C1�071 / / / I , i £ m y73 m /�/ � O ,,,\ : y O O ,' /' /' , /l I I 'I E m PROPOSED I .'0 i,Jr (.,� O I [GRAVEL PARKING 2. THE CONTRACTOR SHALL HAVE A UTILITY MARKOUT PERFORMED PRIOR TO STARTING ANY WORK. (a�� m � \0THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES, AND SHALL = 4:k ..<.,-,- WATER SERVICE TO BE EXTENDED < m I m 'x2' PRECAST CATCH EXERCISE CAUTION WHILE WORKING NEAR UTILITIES. EXCAVATION IN THE VICINITY OF EXISTING UTILITIES (o �z,_ � 00 �' ;,,I ., , O NEW STRUCTURE m --1i `1 ?' BASINS TO DRY WELL SHALL BE DUG BY HAND. THE CONTRACTOR WILL COORDINATE WITH UTILITY COMPANIES REGARDING G7 1L U Z-' ' _ _ _ t \i-6114 SHORING, BRACING AND MODIFICATION OF THEIR UTILITIES AND APPURTENANCES AS REQUIRED TO Z= iy4.w 52 c wY,do1 I p ¢ ,.J [� PAVED PROGRESS THE WORK. THE COST OF UTILITY IDENTIFICATION COORDINATION PERMITTING AND ' // l+ -t'. ".y'� - /' 11/:-.:t7,7 Line(^) �I O.T B.. inspected G:� ThlDRIVEWAY / .:c:, > fpall , t -�' ' I' acy„.f �� , '-,�+ rI �,. o PROTECTION WILL BE INCLUDED IN THE PRICE OF THE BID. t Lo W i , I � � COVSv L^,^b�' �� Hours C at , �, % i f, To Schedule Inspection(s) I \ , 33' �, 4. COLLAR IS NOT REQUIRED WITH RATEABLE MATERIAL EXISTS FOR FULL DEPTH. • d', l I - o F-', �.��. art,- - a, r ft, ' 5. THE MATERIAL USED FOR THE COLLARING SHALL BECOMPRISED OF SAND AND GRAVEL ,: , , , FILTER MATERIAL CONTAINING LESS THAN 15% FINE SAN[), SILT, & CLAY (SILT & CLAY Z. , ,' - ' FRACTIONS ARE NOT TO EXCEED 5%). ( I I ( �. ) ( i • g 6. CONTRACTOR TO ERECT 4 FEET SAFETY CONSTRUCTION FENCE AROUND THE EXCAVATED ('/ EXCA A ED AREA i 515' T 05TH AVE. 'r N 74°24'20" W 445. 0 ' • - 11 ;'o`,, o • WHEN UNATTENDED DURING OFF WORK. - / ` 4 7. CUT ALL PIPING, CONDUIT, OR ABLE ASSOCIATED WITH UTILITIES SERVICES TO BE REMOVED OR JACKSON STREET II ABANDONED TO A MIN. OF 24" BELOW FINISHED GRADE. CAP ALL CONDUIT AND PIPING. t 1 x8. DURING THE COURSE OF DEMOLITION AND EXCAVATION, EROSION AND SEDIMENT CONTROL MEASURES ' • WILL BE REQUIRED. SEE EROSION AND SEDIMENT CONTROL PLAN FOR SPECIFICATION. PUBLIC WATER PUBLIC WATER PUBLIC WATER • \ = CO SITE PLAN „ Cl.. F.F. EL. +34.0' 1 0 MIN, 2'-°' MAXLOCKING CAST IRON FINISHED GRADE ---�-�-- -� "`"'""'"`- ,,,_, �. ."...”7"1.'-''' - COVER AT GRADE EL. +32.5' „ 1'� ..-( O.a 7 1 SCALE . 1 301oil -2'-0"� -0 MIN, 1'4w ^ .. 1,11,..:1,-... .1,:�w_ af. CHIMNEY FINISHED GRADE MAX, ,^ r�,,,�,,,,, CEL +320' „-, r -O/� 2,_O„�, 9 f`,,,.e.. 1::d/` uJa+''^✓vi. t. _1,_8„ 4'-0'f MAX, Co;i. L'O•C �v..x? i: - >> D . L'il I13' MIN CO ��ILINLET_ _ ;1EL. +31.0 CCSo T_ b l .. 1s6'=INV EL. +30. ' 16" MIN -BAFrLE 1'�6' 8'-0" 3, MI ® ® ® P... � l .; 0 �/CLEAN SAND .-1 1I ¢ JOINV. EL. +30.3' CLEAN SAND �I AND GRAVEL ! 't ,i ¢ O5' MIN AND GRAVEL NV. EL. +30.1' ® ® Q - Q� S 10 0 E3 0 1 - '3d t l!H lr/s �' N ® ® ® �r^• e- E.O' O O O \ /:,. .•�,µ '� ® ® ® ELEV 31.0 B1 0.0' '.-----.... ..,, i4,4,,,:%;',-; ` /,;:-<'&:...,...,41 s3 gcN ...N1 BROWN SILTY FINE SAND, TRACE OF GRAVEL (SM) "�,/�� i1_I CD 1--r1 FSI ITI 0 8' vl I N ELEV 29.0 2.0' '� oPROPOSED 1,500 GALLON CAPACITY PRECAST SEPTIC TANK; 4,000 psi I� ® ® ® 0 �w [...ii.,., Inn � Il � r� a LIGHT TAN SAND N� p - ® ® ® D MED. TO FINE SAND, TRACE OF GRAVEL (SW) ''PROFESc�Of I 'I 17 7ELEV 19.0 12.0' 0 I r1 1 E a w '71 It:1 ® ® 0 I- I (1 71 Irl I MED. TO FINE SAND, 5% GRAVEL SW TAN SAND CD 0 BOTTOM EL. +21.0' ( ) _ Z SERVICE'S 8'-0" dIQ, - 3'-0" MIN, Stl(PAF'Ql_::COUNTY DEPARTMENT OF HEALTH p^/� q f-f:iif:,=1 FO �E"f`iiv�vA Oi' �J�i.�S i l.G�s s i,^.IN Fon A U)CO < . 6" CONC. RING WITH PRECAST SANITARY LEACHING POOL HIGHEST EXPECTED ELEV 4.0 27.0' 6" , ;6-;, GROUNDWATER +2.0' �.,;�:C�L: �'r,:>atg`t F:��1'�,�1�:��'�e. SEPTIC TANK (1) LEACHING POOLS (2) 1. 1500 GALLON PRECAST CONCRETE SEPTIC TANK, 8 FT. DIA. X 5 FT. LIQUID LEVEL NO WATER ENCOUNTERED 1. 2-LEACHING POOLS, 8' DIA. X 8' DEEP �'i�)� � � 2�1`J 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 psi AT 28 DAYS. MONOLITHIC TANK 2. LEACHING POOL IS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) TO 27.0' BELOW GRADE DAA Rr.r Vo. Ii 10-�S c00% 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 8" AND A BOTTOM THICKNESS OF 4". LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. _!-!.:3. F ----------- ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE TRAFFIC BEARING SLABS. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 4. 10' MIN. DISTANCE BETWEEN LEACHING POOL AND WATER LINE SHALL BE MAINTAINED. TEST HOLE 1 /14/2015 AP OVe:o ^- 1 e 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") 5. 20' MIN. DISTANCE BETWEEN LEACHING POOL AND SWIMMING POOL SHALL BE MAINTAINED. ,� ," `��_ V ,.,,1.,i -,'. ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. LAND, AIR, WATER Fete�1A:.tI,7t+, ®1~ CQdD�-�=�� ENVIRONMENTAL EXPIRES THREE YEALRSFROMDATEOFAPPROV L SERVICES, INC. 151 1 CD ...cf i _ RESERVED FOR SCDHS APPROVAL STAMP Coil) r ,'J 1 ' i_) I;'.„A 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE \ r7 - . _�� ELEVATIONS ARE IN THE NORTH AMERICAN VERTICAL DATUM 1988 EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING ::: �_THE SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT �_BE CONSIDERED A VALID TRUE COPY. GUARANTEES INDICATED '__HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE _OVERH�pSURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE �zr$' j WIRE=COMPANY, GOVERNMENTAL AGENCY, OR LENDING INSTITUTION. / U GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL CL HED E ��p�F' T INSTITUTIONS OR SUBSEQUENT OWNERS. °�G 5.6' E' T 78° ��23.r " A: `'`�- _� Q a 0 L.....\\„ � � X24.$' �" __ _______) , ) lei ,ciiiii r'2 RREGNCgR ftl, ,{`, EDGE r*� , OFASPHALT PA► 4282. J�O F. Airifillb LL �__ O CC---------36:::::u NT �` / /✓-. Ally F- 36" 36„ .25.J' ....r .„---- ..i „/ Z 5918LNur WLN ��` 4 �� I r � X5. 60 0 ! ~ 26.2 28.7 __ QO CO 2°.s` `- � � EVERGREEN W�� <`... .....,_,,,,,T L. (N �2J.3' ✓ EVERT REEN 2Q" - "' �2, �2$, Q ;�" SAI A $3 w,.,._. C. Akir / f2a.6' I11, y 24" TWIN 4)28 7. f SW xi [) - r1 ir X24.2' IF WALL T. 48 Z „ EVERGREEN �"' I ~ •2$.$' ,✓-✓ ( 41 GE NN<s. �,,..., EVERGREEN 1 +r�. , .. - I� `.� •CL HEDGE _ _✓- r ► r `^~-_____ ...--- 1.3 W ��0 X27.5' �► � I err �:�C�• �130.33) 506.93' / J 1 /c�' EVERGREEP 829"z' EVERGRE#=N '> ✓ ERGREEN ,r✓ / $23.4' / 029.7` 14 '" f F�!--� NORTHWEST :,1 �O ✓'� 7Jam, ��" G LAND ERLY CORNER OF (1 - '" EEN �� / `�f X0.1' 4104p I ^ �� OF CAROLYN ROACOR H r,, EVERGR X24.8 ,�-`J- CLUMP 67' N .---" / 0P6 POJ ^( / : 1 �� 029,i• BUSHES o APt E 1041111 ip / X29.7 I CLUMP ) 7i �h�~ �-- J ,3' WELL / �2ss. ° `� EVERGREEN EDG ] - VAULT EASY X23.4• f,✓ (SPRIN• R a BUSHES/I' -'-` 8" qr LL CLUt , ✓'- w' C?' 0 / / ,�� 0a4.7' �,. / j ° o i w o Z 1,/x ' 3, c� eld , ,,,----------- / Z EVERGREEN / 4 ✓ 'r► MAPLE '� ' o >- Lk! - CLUMP GREEN ✓ t �" ° BEEG z HEDGE Y J Cr = U X234. / .r / CLUMP / 0 6 NEST W i tLU c 05 / / r BEECH J / 7 ____ lam, 030f O W OIt! 244 W437, r / Z J C __// / 0 /k...., *25,, _ ......., . / \ \ 0 O Q / / 22.97• � IIA1 0 --- ilf -" O Z Z ts26iallpviv, BRICK �qoo rn 83.5 _� Z JEVERGREEN �! it 46- UT STEPW S u, CC Lv n. rr ,� a 11 J5 LLI rpolir CLUMP �/`-• PIER �� p4/T p N °Q lig e `n ASPF1gLT n J �z77> / Q 14. z X32.2' 1:6)\:..°)2. `' ^/ 263.43' \ J$`�J �V 4 \� 15.4¢• J40p' v,o2 O2 v41o�- X29 1 �, X3L). 2.3'.s GARAGLOoQ / h ll !� /, ti P.V O ... Com%T H Lu iO N I / EVERGREEN EV REEN �N (O S/ QR �`r� �� EBBE eyeNT fr ,�O Q 00 ' ��` CLUMP / \ CLUMP r �3r �� JB ES/DENY FRAM ,��: ENTRNCT �� s ( ) "7O / X26 / BUSHES / ✓' 3 5.40• b RIC�i CE E 4.J°. ® Qo / 4 Nib, CLUMP ,,✓'. N K VE 2,J o oZ ' ! �� FFa /V O �U_ 4' ^ oLTJ Z BUSHES / J �8 3CLUMP X278• 34 66' ER N �?Q1‘Igitt40416* 0.# n\ 14 r8, J3.0 • \ 2 BE iiri, � 4O /BtSHES ° EGN �i "1.3 \----2 1 X25 6' / / CLUMP 029 c> � " X32 ' G� ��t1F�'��► Z G��• �3�.2> Zsof OP o / . 41011A jIIP FZ l�rq�NNT PEN °S ER E WALK `!�� o rtx..-- Pr V I 10111\ ,..),_, �aa4 � / 'law � \ BRICk POE S & �� _` n �3a.3• + ,,,EGy f<�?, 'r' (J/ \ 03r•5' EVERGREEN / JrN° �' w w - ...--.7''''''''''''''..........:---------- ...--.-----9/6 3 > / ill . ft, !pip - �D�tic�I' `top I. EVERGREEN CLUMP wQ Q �1 Qr----c-3,-, . . . ,,,„ g ,..!. C)f.V�, C.) 029 4, 32 1 ) g� �� 1`a' BEEGy 48„ 0 f_/ r--r I .32.4• 3.0' 1 `\\cv �,y� 8Q-Cil / o? J°"z' \ �-- \ It, (-- e* y D �-p• o 32'3, z W RANT co _Z r • �a$.4' 7 �3t •4, • N IN X32.2. Z A____________, . ._ \ " �, .�- . 6J, 24 N Of LL gLAitic 4•31.3. .32.6• ii / l N.,.. ►iimmimi � W09.9•\ • I + ' l:> (\\ 27s ' • a W Qz • N. \ N ?Ao "',,,� "1/4. 4" Nov - , X324' 2 0 ' W ' Q } o � I ' 0 \ litN J $28.417 k/ II / LL ' ...,,..."*".***'...-..'''''T, 4., Wit 32.3' )`".. .. lir W O ,(7--- 0.4.6, � ' . \ IRRE 410,, .,,r\ pvER 0 / ' L` m . GVHR EDGE y�\WIRES 03 r. 1 W �3z 5 / ' Clic ,w of CC 0 DCIV ' s oak • gSPy UT / IL--L-j.CC ' o ., ACT �� Z ^ W irer _"�MENT \) \, ,� z GUAA\TEED TO: MICHAEL P. A\ D EI \ C . WALA\ .29`7' 10 ' y X3`'3' B,R Lo ` BiRGf I , r/D � • eittwir X45 I A APRIL 5, 201 4 OUTLINE 8c TOPOGRAPHIC SURVEY . • - . "--- - o3a•r, REV. DATE DESCRIPTION ` , ' '342 `� �3 Surveyed by: SUFFOLK COUNTY TAX MAP TOPOGRAPHIC MAP OF t Francis X. Karl L.S. ~ a.s 27 Arthur Avenue DISTRICT 1000 DESCRIBED PROPERTY . Blue Point, N.Y. SECTION 117.00 BLOCK 09.00 - ~�. 1 1 715 LOT 008.001 SITUATED AT �`` X3:9 - _... � (631) 363-2891 Phone . - . (631) 363-2892 Fax NEW SUFFOLK, . . . ' 1 145 JACKSON STREET.dwg ` ~ TOWN OF SOUTHOLD, PARCEL AREA = 11 ,872.63 SQUARE FEET = 2.7519 ACRES "- 1145 JACKSON STREET ALL.txt �....._ 034 -- �` Scale 1 - 20' SUFFOLK COUNTY, 'N.Y. V "" --- ~- '''''''''",.. i T-.. ...... -' \,(1....:E7i- 119 -tID OCCUPANCY OR LIST OF DRAWINGS 9'-8" 24'-6" 14.1_,B.. 1_ 8 111 51_ 11 6ID'-811 DD V USE IS UNLAWFUL A_1 FOUNDATION PLAN WITHOUT CERTIFICATE A-2 FIRST FLOOR PLAN 29 -8 A-3 SECOND FLOOR PLAN OF OCCUPANCY . .:. A-4 ROOF PLAN A-5 ELEVATIONS I- , A-6 ELEVATIONS • PLUMBER CONTENT E ORE 'd`-� SECTIONS TRUSS PLACARDING REQUIRED \\\\\\\\\\\\\\\\4\\\\\\\\\\\\\��\\\\\\\\\\\ ON A-8 DETAILS . I r CERTIFICATE OF QCt✓UPANCY SOL©ER USED INWATER s_1 STRUCTURAL NOTES CY SYSTEM CANNOT • - EXCEED 2/i0 OF i%LEAD. s-2 STRUCTURAL FRAMING PLANS 0 ° b S-3 STRUCTURAL FRAMING PLANS 0 , .� S-4 STRUCTURAL FRAMING PLANS 1 "! -t 1_ " 2 2 -0 © $11 Al �° 2'-10" 9'-0" 9'-0" 9'-0" ALL pL MBINNG WASTE E_1 FIRST FLOOR ELECTRICAL PLAN N' !! !! - !! !! &WATER LINES NEED \• /3i.. �1i11 111 3- ... 2 32 TESTEING BEFOREC:0,VERING E-2 SECOND FLOOR ELECTRICAL PLAN • • _ ° . • d. y■ ,yp�- 4 p+,s':.w^.,r,.A aA"r�.{.`w "1 t1 NOTED 5 yg 111111,,,,,,,,,r-.-.....,..,'41111W•is. •••••• ••• Ae.: •••A § X.1 \ �,(V L � � �- S`it�Y 1 l Fd`9�E.a.,d t L F'.,@„O E Ca P !•o` P. J L �. --e (tel `n r ( � PROVIDE GALV.MANHOLE STEPS ►Sd r Qi IN AREAWAYS FOR EMERGENCY ESCAPE-TYPICAL l �� `: / 3c16`cSC-` - r�..'� y ' I1� � DATE: � _� D.P.,�.-..., -....�IisI$II 8'- lu �1 1_ „ I 1_ a1_ „ i -II - - - - ��,;r��,� 1 -0 38 4 1 0 4 $ 1 -0 GRAVEL - PITCH TO DRAIN - TYPICAL __ :: .:_ 17' ?� 2�=' ,.;101. :� ! ! �'x4' F'FESSIlRE Tf2E,4TED F'05t FEE:. 2,.LU t .�: ,1--•-- I \ Cl a _ _ ON A 10"� SONA-TUBE '� -�f _ NOTIFY BUILDING DEPARTMENT�aNT AT UNEXCAVATED t••� I '�\ , b MIN_3'-0"BELOW GRADE \ DO NOT PROCEED WITH NOTIFY �, TO a PM FOR THE .�, �I�IEXC,�1r'11` E17 I cT -- • 1 SIMPSON CAP/BASE 5C8Z 3 FR�IP�111 iC UNTIL SURVEY A :1 5" CONG,SLAB W/ ` ,nw �► N �� TO GIRDER - TYPIC A� FOLLOWING INSPECTIONS: 41 V x6 ►• I t4 OF FtJUNDAT{ON LOCATI_1 r•� ON A 4 MACHINE COMP Ip ►�\ _ � ,. _ ., �- 1. FOUNDATION - TWO REQUIRED ► < ►e,\ d _ HAS Bci�r�AP_P.ROUcD- FOR POURED CONCRETE •• SAND BASE AND SUB-B' 711 I - �-uv _ 2. ROUGH - FRAMING & PLUMBING tt ;,, 12 POURED CONC. FOUNDATION WALL OPEN CELLAR 4cl ' ►:y' MACHINE COMPACT B * ►;,1 ON A 24"x12" DEEP POURED CONC, (d\ 1 l • r _ _ • ♦ 3. INSULATIONCO b' FILL N 12"LIFTS ►' FTG, W/ C3)-*4 BARS CONT, 4" POURED CONC_ + 6 MIL_ --- -� (� (� ♦ I �] d d• . d° ° d 4. FINAL - CONSTRUCTION C.O.'.BUST _ COMPLETE FOR CO 4 _ + 6" BRICK LEDGE - TYPICAL POLY VAPOR BARRIER ♦ d .. I BE COM o►�• ►• ON A 4" MACHINE COMPACTED ♦ r ►� \\\\\\\\\\\\\\\\\\�\\\\\\\�\ • I 27'-$11 -I P;�ti1~® ALL CONSTRUCTION SHALL MEET THE SAND BABE AND SUB-BABE L Ct�NS Q�;r R£� �� Q, = I I11-ID" ___� 11_IDII I Et;,Ineerin�, •••, \ _ _' Yat 76� 1560 beforeREQUIREMENTS OF THE CODES OF NEW 2.1 CantactTOS YORK STATE. NOT RESPONSIBLE FOR � �� ° = A 0 , nee{S Cert+�io tCode• ►� ►1 \ � � I I /LINE OF 1ST FLOOR ABOVE � I gackli<Il/pR pr�;vide En;� DESIGN OR CONSTRUCTION ERRORS. �.� in - 'q a42'_911 I t ' that the drainage has been ins �l t':; ei J 'f — _J ° COaY:i-'`r`" .'I 1 I i ,�L! CODES OF etil �•� I- r 1 • °. ' ♦ r K STATE & TOWN CODES . ••.•.••..o•••..•0000,••<;v \\\u\\\o\\o\\\\\\\o�\\\o\\\a\\\\\\\\o\\\\♦\\o\\oo\\\\\\\�\\\\\\\\\\oo\om� . ' d '� - NEW YJ I-► , I �.tiFS...-.sG-..►....o_..�..S. \ \��\0000\\a\\m\\\ I `�\\\\\\\\\\\oo\\o\0000 rI_ - �. .0 I 1 —J—— = \ I I \ e I ,.X. '76. \\`��\\\\\\`\ \\\�1\\\\\\\\O\\\\1\\\\\\\\\\\\\\\\\\\\O\\\\\\\\\�`�\\�1\\\\\\\\\\\\\\\\O\,I� \O\\\\\\\\\\\\\\\\\\: \\\\\\�.,,,,\\,,%\\\�,\\1� \\\\\\�\\\\\ •. ' AS REQUIRED 2 cr\ -t--1 I I `CCS \I___ _1 r 1 I \ f 5'-8" 591-12" TEMPERED TEMPERED 31_611 Sp IT t, \ Al I • °. I r 11 A I , 11 ♦ !io \ 1 erf ^I n'� S J 1 0 ' '-0311 _ 1 0 Lr I .- ' .s ��\\\\\\\\\\\\\\\\\\\\\\\\\\ I :::: f 1_411 ,AI_111 d I I I 1 L 1'4 k 2- I i BEAM POCKET-TYP fiI " • 8" PO "x8" DENC. FOUND, WALL - �1 - 1 COL_ COL_ _ CGL_ ± CGL. I ON A 16"x8" DEEP POURED CONC. FTG, W/ (2)-*4 BARS CONT. PROVIDE FISH - -� F5ID — CET WALL _ " BELOW T/1 SLAB I i17-7-;1 I _�♦ ♦ I N r-- „�� ..�� .,�r,4. AIR INTAKE I I r— —— F4 0 fl 111 -'F �1 11'-ID" 4'-9" 4� 1 R I r—-r—-I r -r— --I r -r 1 I ;f I ':. _ � BOILED I I I I I jt\ I I �• i ! I � .� LL3 II I I I -I 041 • CV ., „,.„......,...s.,..........) ; �----! �-- -- � LI - J F3.0 F3.0 F3.0 0. AI -,0 y . ' C\ \ ,'V m CO \ i'm / k A' ` FI CCTAt'fn CEILING A3 O'D, HSSi 3 1/2"x3 1/2"x1/4° — —811x1fo" POI.iF�v`CTj CUNC_ j� )) `, F ND.UJ POUND FOOTING12 IIBEYOND AS PER NYS AND LOCAL CODES STEEL TUBE COL, - TYPICAL \-..) HAUNCH W/ (2)-*4 BARS CONT_ co f2 FOUND.WALL,W/ BARS 12 OC ---! W/ Ci) LAYER OF 5/8" TYPE I— (y (� Li 13oTH WAYS,3' CLEAR FROM eOTTO'•I g Acc_e_57,c-t.>:2_x_ Ii�� jay \40.....(_ I 1 \ -1 / �1 CY►DEC LINE O O L y \ TO FIREBOX FOR LOGS rk 1 �I ` V //fit d\ J = _ 5'_011 . tkf)((` y�6 (� /� I 4- 11-10" 61 _ m Hi's" N° r :11) I 1. ., I_ OA I 0 \ I `1 c„._,4--7 ‹,,,\.)N, ,....,,1 � 71 ,. 776 ..9c_.. , � i '�� n I \ \\ \\�\\\\\`�\\ \\\'ham\\\\\\\\\\\\\\\\\\\\ . \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\'\\\\\O\\\\\\\\\ \\\\\\\\`\\\\\\\\\\\\\\\\\\r\\\\\\\\\\\\\1�\\\\\\r_.\\\\\\\\\\\,\\\\\\\\t� :. \ k ..... . `I I • a . • d - • ( 3 x Lii: \ A� a � 4'-0" 1'-0"' ''''''.A11- All ilZ1 4l 31_IDII ' \ \ 0 0 MOTE: V ' f ALL FRENCH DOORS AND WINDOWS TO REVIVE BRICK MOLD CASING ---J .) - z / . 1 a 44/ a /\ U COLL41 IN IFOO T IN1L S(..HE1Jl41-E' . " W/ _ / / °,,,� C? n� 1 T11..�11 n�11..11 / II T-,CCG \ \ • ! " "_Wi4, .4 ,JWF- Y'- r3.0 3 -Iv x� •-O x1 -1c3 ✓cel- • "� POURED CONC, FOOTING \ I SAND BASE AND SUB-BASE ON A 4"MACHINE D m W/ (4)-*5 KEBABS `�' �/ Fd� 4 P� x4Ao� x1 �LEARpE FSROM BOTT, = OPEN CEI I MACHINE��LC COMPACT BACK _ FI i Ch SLAB i O vRAff4 POURED CONC,'FOOTING IT 1 A 1 i. TO DRAIN IN W/ C4)-"5 KEBABS 4" POURED GONG_ + 6 MIL_ \ _ EACH WAY 2' CLEAR FROM BUTT. I POLY V AP^'R BA' I== I IR jaET uiALL -4" 5.e.-LOW `I V, BLAB 1V I N A MACHINE 1 F5.0 5'-ID"x5'-0"x1'-6" DEEP • S ND BASE AND SU -84SEED L L I -, POURED CONC_FOOTING \ \ • •• •• ►33 .�• <>�• • ••.•• •e••.• ♦ W/ C6)-*5 REBARB k \ +;i....4;."co::450 mom O:;:;:;:40,0• :,:o I 1-A .1 1 I11 A V .I 11 i+1 7•- A R rr••1/•S$ h/\TI =titi7 WH I L �♦_�fil� V1WI I DOTI_I- \ \ - �„••� -Ii �, I I .• NUM. REVISION DATE AND NAME ° I � :• ! ►yam' 'I / ••0••••11'. NA • \ I` \ 6'...S" / 31_..I. I •::'It A 1 CO V ail Yom'' -if -ku 11.1\11.:::1: A in fK El m .... -Pm . [ RuH3n2 _ / \ \ I)....1.1 �� e � \ \> \\ \�\ \\ f\\\\\ \\\\\. \\\\\.4 ♦ d .i i ♦ L e D ® RONALD KUOPPALA LiI� A K C t{ 1 T L 1. T U K L • 39 • '-61" 1.0711_#7111 w �" 2 =I -8211 ✓ -V 481-611 2 ,fG/I-,1 ,"13 VII P.O.Box 427 Massapequa,NY 11758 Tc1516-797-8317 Fax 631-592-9401 119'-1ID" � � yp A-R-C, ,ii. 5) KUopp, -..0 . • ''r '':ii;sry': ;� u WARLAN RESIDENCE �- i=. o w E 1.1., 1143 Jackson Street Mattituck,N Y — — — — — — — — °VO 6 Q \ "`^ Q Drawing 1 We: P. .._.} N1 ,4T ION PL. ANFOUNDATION f-L>�N � SCALE: 1/4" = 1'-0" 121 0 P 4 Date: APRIL 9 2015 kr) o Scale: A8 NOTED H C.7 Drawing No. a A u M In GENERAL NOTES 119'-10" •- 1. ALL WORK, TO CONFORM TO THE NEW YOLK 3 -6 / CON TRU TIO CODE, AND ALL LOTRE AND 10'-0" 24'-211 41_911 I_1,, 51-a" 60'-8" 1 FEDERAL, STATE AND LOCAL BUILDING DEPARTMENT AGENCIES_ �� 2_ CONTRACTOR TO VERIFY ALL DIMENSIONS TUB c�5 BEFORE COMMENCING WORK AND REPORT ALL I TEMPERED CW245 -= DISCREPANCIES t0 THE ARCHITECT TEMPERED in ♦ ♦ l�ll l : : 3. INSULATION TO CONFORM WITH THE NEW YORK 4LU_ STATE ENERGY CONSERVATION CODE_ ALL SILL ' BVAPOR ARRIER PLATESAe ALL RE TO NSIDE FE LEVELEDHEATED SPACES, CAULK TUB mco = ALL WINDOWS AND DOORS AS REQUIRED. RED_ 4_ DOUBLE ALL BEAMS OR JOISTS UNDER BATHTUB __ n 4-1 _ HEAVY APPLIANCES,KITCHEN CABINETS AS IN FLOORS AND RooFs. R,�T�--I �( x -' PARALLEL PARTITIONS, UNDER POSTS AND 10'-3 " `�+ 3.-I,, _I SAOLID BLOCK AUND NLL BEARINGOSTS AND BEAMS '2'-ID" �'-ID" 1 -0' Eh* � 1 II Al 5AS ' DOWN TO FOUNDATION_ 1'_ID I 5111 .; 5 " ::, • 2 5_ INSTALL 20 OZ. LEAD COATED COPPER FLASHING ,ABOVE ALL EXTERIOR WINDOWS AND DOORS. e- '. ma ::i cW145 cw145 I" �x i.i _,i ♦ .:.::::.::.-::::::. :............................................................................... iN - ♦ 6_ ALL FRAMING LUMBER t _ „� L t0 BE DOUGLAS FIR j::: NO.2 OR BETTER_Fb =850 PSI_ LINE OF DECK ABOVE POLE tSHELF-TYP/ _ Za cm cm 1_ ALL HEADERS TO BE 2 x 12 UNLESS 36" HIGH RAILING 1 OTHERWISE NOTED" i 0 " ' 8. CONCRETE TO BE 3000 PSI �+ 28 DAYS. 2 51_411 31_1„ 52 11 -4 ;- �►�[ _ _ �� 111 ��[� 0 I � — _ 2 2 is r WI CLOS. "I 7I1 AREAWAY 36" HIGH RAILING 9, ALL STEEL TO BE IN CONFORMANCE WITH m� 3'-1" - - BELOW r-� ASTM A36 Fey 50,000 PSI, AND CURRENT TERRACE MASTER !BEDROOM �, .� - ,BECK _ STANDARDof Alsc_ 'T BLUESTONE �` TEMPERED 5/4"x4" MAHOGANY 10 CW26 i RANDOM PATTEN :.: ��1 I �". ALL I i 1 I liP m -'�' p �- m " NEC, AND LRIPA REQUIREMENTS_ ALL WIRING,G�BUSSES 0 I 17 I I ENE= 16R - AND CONNECTORS, ECT_ TO BE SOLID COPPER .,.. •0 VIP Ul`V 61 32" 8'-5° lal: AREAWAY BELOW PROVIDE OWNER WITH UL_CERTIFICATE_ 4 111 835 v 2 '-6111 H� 2 ,I 1 1,1 AT1•t1D © 11_ ALL WINDOWS SHALL HAVE AN INFILTRATION RATING 52 18 -1" U ID _ _ 5 11 5 2 4 -12' -�- AI EQUAL TO OR LESS THAN ID5 FT of OPERABLE SASH. L_ _ - r N FwN29�2 ex .� 5 11 11" TREADS W/ 1 1/4" �jT,��j� }--I,�LL �t I 5i� `�' �' I I�� 12. ALL HEALING EQUIPMENT SHALL MEET THE EFFICIENCY ` V' = - W/ 1 1 = NLGD 12012-4 �;, I D.W_ I o o CW145 STANDARDS CODE E 5032 a b. THERMOSTATS 1 FINISHED TREAD • 12 1/4"/ -�, I = - �--�� SHALL MiEEt A MINIMUM _ - _ ,n REQU RTD RANGE Oro Dtc _ cW25 CW25 :.:................... 15 DEG- DOMESTIC HOT Il 1 •;;:>: :::_>:::: _ WATER SHALL $E EQUIPPED .:.....:................:..:.:..:..:.............:...:.:.......... :....::.:.::..:.:.:..:.:.:.....:...:.:..:.:...:.:.:..:.....:.....:....:...:.:...... ;.:-:::.:::::::::.: .._:::::.::.:... ,....:.........:._...: _ _ PED 61 I EGRESS EGRESS - --Km -� K .12;11:11 0 `:. 4 m '� �) _�, WITH CONTROLS TO LIMIT HEATING WATER SEAT1 I TCI�EN i:: I \2 x r -6 n I TEMPTERS OF 140 DEG_FARANHE IGHt_71 / St Q - I I' ' rt'-m,l ,I_�II iv _ _ _- HALL L e I :?_ 1� u�_I_ CLO _ LL 8'-ID" GEL. u� I 'n Al2 .r, t(4)-CW145 _ I DAL I - ,� = QQ1 ... , ,n L-- TEMPERED J K4 ♦ TIIL(�� (�,�)J GUEST 1 I" 3 LEGEND: X111 .1 iii 51„ F- CW2- 2'-4" 2 381-1" 1 l II � L �i_311 TEMPERED 51:1 > T 14"x14" STAIwLESS `� 6,_6, Ae 111 111 : -1 32 I- I NEW CONSTRUCTION �r STEEL BOILER FLUE L MNG ROOM ''' _,(2k 41_..1,1 'l i �9►. ��Y VERIFY W/ PLUMBER Q ,, A 4z �2 . 11'-0" ` 4'-9" . I ) ; w CATH_GEL. O L - 412 _ I I .:„ •r-�...„ u �1 ui 11 1 _ Jii = �s -moll NEW DOOR - CQ I II if N O !Y : ......................... ........ .. ..... : ......:.:..;.'"-"" I - 8,®I� s.1 11 _ 'f;: .e dl �; i t' ) C1 SMOKE DETECTOR - HARD WIRED TO SEPARATE BiZE,4Kl=R 1-w c I II -.7,\ ...,.. 0 PROVIDE AS REQUIRED tO MEET CODE 71- CV m 30" HIGH FIREBOX OPNG* X I N P w - 0 PROVIDEM,AS RF� RED TO MEET CODE I MEI !~ 'rte _u y 1::, "r PROVIDE FRESH AIR INTAKE PROVIDE GAS LME 0 / \ i U+- FOR LOGS I x miff �`F" rx -1- �sNWR I N 80 CFM EXHAUST FAN VENTED TO EXTERIOR co =�, STONE HEARTH I II I I -� NUTONE QT-80 �-N- _ —mac- �............ r 211 _ - ....:.:::::...-... . ��"� &- Zi I(QI� m a Q 0 ��=Kv I g = d 5'-011 - 7 =1- r ENTRY BALL 4 - ID' �— I 404 .I< .� u I- I e - - I _ WINDOW NOTES: —_ -- �, :..::,:,;;:.....:,,...:.:.::...:..:..::.::::.:........� ::.;:::::..::: , -- -- 1 :.:::::.:: :.,........ ...:,:,:j..::::::. :. —— —— 0, -=K� I - 1 ALL WINDOIWS AND EXTERIORDOORS TO E UST 12012-4 ST 120612-4 yT �'' ANDERSON 400 SERIES - WHITE EXTERIOR CUSTOM HEIGHT CUSTOM HEIGHT TEMPERED I Q n I I - I I IIE31#106. OI I I rim I W 4 -� AND STAIRS it NTRY 2. ALL WINDOWS TO RECEIVE LOW "E" 1 II GLASS, ARGON FILLED_ 0 U-'11.)) CA"- 1,',CL. FLAT CEIL. 9 lo 1 w _ = 3_ PROVIDE TEMPERED GLASS FOR ALL NOTE: '� I — Ei 01! WINDOWS BELOW 18" A.P.F. Al ALL BATHROOMS Al I f-o .I. 1 I PY/1/.on AI,IT1 QI 11-01.1".._ 7".nnoC A . 3'-6" L4,.5211 I 11'-8" 5 �, - ,•,a_� 11�110.n ✓vvlMv ruvl,.i •ial-I,.11.�. i.vvrw , e .� •�•�' 4. P Rc' D DE EXTENSION JAMBS WERE REQ'p" TO BE T-1 3/4" UNIT SIZE L�1II I�t��l I / III13112 1 • 11,-.r- r WH I 2 I I 1 1 .1 I2 I 5_ VERIFY WITH OWNER COLOR OF ALL HARDWARE" �► t� �` ::::::.: .::::. .:::: ............................................ dFl 6. PROVIDE CONTINUOUS SILLS ALL FWH2T-fs J _ l ,� ., �_ MULTIPLE UNITS ) P. �,, -� -- (;C r .7_\ 1. ALL FRENCH DOORS TO BE KEYED ALIKE AND HAVE SCREEN DOORS. (1\ a" w __Co N ri (/''--, 0, - ) _ til 1... (] . ,,, g / , (--4,-..<-: er, _ ii, rot-) L ..... ot al I ,--- A /-) 4 ..t_k_I a _ ft-i „...-----1.61-,16-22 F I tt `� /,�' S " r- LAUND- 6 51" - - `� /moi li I�Iyn j./ w I FWH2T12 (` n ru�rt,l Is ! -36" HIGH RAILING 1111111 :1111l„.1 Q 0 I II NUM. REVISION DATEAND NAME ill • L II :,,, t___,,, _,,I, A E ___t_ r2 _ --104 in. I_glII 3111 . ... HI sf i 1 / iq / a! ':'' 'I +� LADDER i I" K4-121y 4 3 w r OFFICE b CATH_ GEL. AREAWAY - BELOW .DN 15R Ai , .I 1 i i ,,._.. 1� �1, y I CW14. P40 ®'® RONALD KUOPPALA I .-�„.9 AR_Ci i•C dinar. A - CHI - _. 1. I U k E I' WINDOW r �� o ..„. , • 1 -Y2'' >. „ 39'-61" 48'-61" �;r o� 11 P.O.Box 427 10 -0 5 -8 ,�: L �� 3, Massapequa,NY 11758 16'-1" / )r`. T ., Q< `' Tel 516-797-8317 Fax 631-592-9401 / THc. ,i , 4r 1 , 11 J -I I V ._ E6 WARLAN RESIDENCE W 1145 Jackson Street Mattituck,N Y U _ Q Q J .< Drawing Title: a a. i=IRS T FLOOR PLAN 4 NOTES ' F S T --) --)F2 I 1S1.I a ( 1 ) z 0 4r'bl F- 1/4." = 1'-05" Date: APRIL 9 2015 ES Scale: AS NOTED E. Drawing No. a n n 1161-4" 10'-0" 24'-2" I 14'-911 )'_11' 4 44 46'- I 19'-114" I 41° I EQ - _41, EQ I- WIN_ WIN. I j "CUSTOM-FIXED A21 IB; OW ABOVE ♦ % ♦ � fl: —_,,,,- SLOPED n rLOFED >: 0 RI CEL_ ....CEIL. ``, 0 32' 11'-6" 3,-I" 'T1'f 2 IJ' I �. , \U\ _2'-ID" !_ 1 -0" 1'-0' Al Ea),Ea 2'-6" 13'-10" _io k WI. p. WIN. 'f_ 5 5 1 I 15EDIROOM 42 ¢' ,n I 1 421 CATH. GEL- s► I_I >`'>€<' 'r<: GLOB_ _ - wg LINE OF CEIL: 8'-0'"_� d 0 iii _ ♦ /36" HIGH RAILING cn 2$X 6$ 0 UF�ER' STAIR 1"IALL e 8 = �� ►�_ ::. :: (2)-2°x e �� err CATH_CE IL- 2 x 2-x o m u ` w 'T 1.. :-.: -46 - rpt 0111 5 j� 12'_gl.. O ) 51_ " 31jj :: 2 , 3111 L�_t�j 34' -CLOS_ = — 51,1 01 :: O' / 4 —-C10 - - 2 s� CLOS_ 2 .4*----- O ,_A.__ BED ROOM *1 ��4T I _ DN, ! CATH. GEL. '.`' 16R �� 17 1"1�/"Y ZOO 1 5/4"x4" MAHOCUAN'1' / ® • I 0 TU5 31-1Ju ) - _I t- © 1. 3 -0" 3 0 LINE OF CE 1L_ 8'-ID\ 0 ! yr 4` GW14 ` .. OPEN TO BELOW 5'-ID" d I I EGESS ECxESS 4fj j. w 51-0" - in 5 At 4T --�, W I I .••-•-. PLATE to 0 yy % -4 lja7k0ii-,- :,,,,,,,,,,,,,,:,:.:•, ••••,:f.:,,,,,,,,,,,,,,,,:.:::,:•:::::::::::::::::::::::::::::........::::::::::::::::::::::::::.::::::::.::.:::• :::::":::::""•-• "---:::...,..:. ::• - .--• - -:::- :-- i�l x ` 1 2� 6$ T'-0" PLACE HT.� !u A21 els. A21 A21 A21 A21 �'�`T}"� a 1�j I 6,11. 8'_1.. 'I - 1ID'-8" I :> rsir 5._0„ in U!I*1 WIN. f j i .j BAY BELOW LINE OF CEIL a -0 LI 4 WIN. BELOW 6,••• - J 2 il hv f:31•1 6R 2 N 4 „6,.)72 � Priii�iiiiriiia4 I I 11 _ .3 I I 0 O r PLAY ROOM caw a< n� �j (X- CATH_ CEIL. = - _ i� 36" HIGH RAILINGI" `�' t5j. u ' 19'-wN ' 5 it 7X f cA r f•I _ 41_ID" KNEE WALL l T. tj) u j , f r y /-\ ,/,',/ /0 - b / \ \ 7 ;I- I / N le,,,, , % \ r I ...L-ie.,\ r ____,_ 3 Al `A ii► . SLOPED SLOPED "V j CEIL. O I GEL.. NUM. REVISION DATE AND NAME LOFT/STORAGE v36" i4iG 1 -1�,1L1NCs / h LADDER ® ® RONALD KUOPPALA N. W A K C. H 1 1 L C- 1 U R L . yr 18"x18" CUS T ON-FIXED I!L WINDOW �jr ,"� -- A... t A VLA GABLE �� ¢<c, y {s\: P.O.Box 427 Massapequa,NY 11758 * :�A Tc1516-797-8317 Fax 631-592-9401 r 13 ,� .LP/1)- THE_�j�.�c%�`r r) WARLAN RESIDENCE w 117 -ISU `` F-, 1145 Jackson Street Mattituck,N Y U Q J < Drawing title: P. P. SECOND FLOOR PLAN a 0 Date: APRIL 9 2015 C > > o Scalc: AS NOTED H Drawing No. a AEl 6..)) /L31/4,/-\0 . PITCH ROOF PITCH ROOF \112ON12 120N12 D 3 7O CONT.VENTED RIDGE -TY'P. 2-PLY TORCH APPLIED BITUMEN ROOF I_ V \ li fv CE i 6 r F- _ V ttt I H P_ L L L L I 7 Fj 11 if- I I rt I r 8 r,� 0_ I L J 36 CONT.VENTED RIDGE -TYP_ ►V- t a_ln //\\ I / I , —I -I— / \ � } 1 I HALF ROUND ALUM_GUtTERS–J 'PITCH ROOF PITCH ROOF � I ( PITCH "12 ON 12 12 ON 12 v I I ',ROOF I PITCH(ROOF —ALUMI.5T:TNG SEAM 1/�oPER 1/4" PER FOOT' I- LINE OF WALL BELOW 2-PLY TORCH APPLIED BITUMEN ROOF F I I • I 2-PLY TORCH APPLIED BITUMEN ROOF r / I I • 1 \ \'' tb,iCA CI �a t...;£3. ll #,�V § U v I-',aiUH'. aU.U.0 \ /^ __ _ __ II F.. _ __ _ Asiaft _ __m".r■ i '' 1 Lornpilance t.ertiricate PH-GH ROOF PITCH ROOF -12 ON 12 12 ON 12 D I Project Warian Residence I NUM. REVISION DA'1'F AND NAME Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York I I Construction Type: Single-family I I Project Type: New Construction I Conditioned Flour Arra: A ft, Glazing Area 22% Cl;,, ate`vn„, A te-sen unnl I ��•,•, v %.r..7N .11IvuI I Permit Date: Per mil Number: Construction Site; OwneiiAgent. Designer Contractor. - - - - 1145 Jackson Street NY Ronald Kuoppala f,Ininl cZ lffnll( AIV 11O R•nnorri KY+nnnala 6rrhitnrture c c P ii ,4N , N . P.O.P,o. Box 427 Massapequa, NY 11758 L \} SCALE: 1/4” • 11-0" \\\\\\\\\\\��\\\\\\�\ � ,.,\„N,,,, ,\\��,,\� �� \ \� \ \\ \\\ \�� \ \ \ \ \ \ .\, ,. \.\ .\\\.\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\,,,,\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ i ompi?Cantu: 1.6%Better Than Code :ax:mum tJ.a: 750 rir;,r lva: 777 The%Better or Worse Than Code Index.reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 6 AR ® ® RONALD KUOPPALA Ell ri ..... ....... .............................................s ‹0 \_p KIJOpp. on A K t H I T E 1_ T u k L &\‘‘‘‘‘‘..,'‘.%\, \ '`\ \ \\ \ . \\\\\ \\\\\\\\�,� N.,.." .. N• \ \\\\C*\'"\\'"a'C\'"*\� �\\\\"\\\\M\\'\\\\\\\\\\\� ••�,` • \' e-- '` `9 ,,,,,,,,:\,.,X. ,\\ \ , \\,,N,V,,N.,"%sN..,_ x.\\,..i -\\,,.,!' '''. -'tkrr\ \\,,,,.2 ' . . \ -\\*.xX \ -...\\\'%.... .,, \ -14., , „:1:,,,•„..,,,,, \k, •1/4,.•., • •,...:‘, .„,,,.. „. 11/4,4% '_ �F- If ^ � Ceiling 1: Flat Ceiling or Scissor Truss 308 30.0 0.0 0.035 11 �� a� _Lr tri 027A�31 C,.� P.O.Box 427 Massapequa,NY 11758 Ceiling 2: Cathedral Ceiling 2,545 30.0 0.0 0,034 87 , CP THE 6S�i.; Tel 516-797-8317 Fax 631-592-9401 ‘doll 1' 1Nnrri Frsrna 1811 n-r, 3,601 21.0 0 0 0.057 152 ---" Window 1: Wood Frame:Double Pane with Low-E 546 0.290 158 �� 1�T Door 2: Glass 391 0.350 137 U WA1t.LAlr RESIDENCE v. VarQll L. `,A1UUU 1rrame, 1U+ 4.c. 1r1r1 Fennn n57 Wn 1145 Jackson Street Mattituck,NY Window 2: Wood Frame:Double Pane with Low-E 94 0.290 27 U - - - --_ - - - Door 3: Glass 34 0.350 12 - _ - - - - - Fioor 1: Aii-iivood joist;T russ:Over Unconditioned Space 2,353 19.0 0.0 0.047 134 Q llrawtng'lltic: P. �.viiiNii$iirrr.atoi.c'rurrli. The proposed building design described here. is consistent Vviiii tiic building i:rlailti,specifications, and other r•� _ _ __ _ calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy 5 1'CUUr NLN Conservation Construction Code requirements in REScheck Version 4.6.0 a to comply with the mandatory requireme is list d in the Rl r,, ,.Cos Checklist Acc,� I� n ( � , s w 0 'a 'A, Q Name Title Y Signat re Date 7 O x Date: APRIL 9 2015 o Scale: AS NOTED H CZ7 Drawing No. Project Title: Warlan Residence Report date: 04/08/15 .. Data filename: D:\ResCheck Files\Warlan.rck Page 1 of 1 �' A ii a v I 1 �,3" FULL THICK 1..d{-t.4V I VI\t I...0,-AI- -- — _ •- -- - - - — _ - I - - G 1'1 li+n.� CONT. tRii�c rtE VENT I I I V I rwV�...V - /' I I (J 7/J1 n7 I rr CI ACUirir_ II I I 1 I m -ow' vi .. ..., � / ALUM STANDING SEAM ROOF\ I ! ( I ! - I I I ( I / TEPFLASHMG I .I i "x4" CEDAR PQ5 i! � II 1 I I 1 IS T II I I II - I 1 I II II II II I II - 1 I 1 Il II Il I I II Il Il I (I I I 11 I I 1 I II I ii UJ/ STAINLESS STEEL �! i I i ` _ CABLE - MAX 4" SPACE ( 1 I II , 1 { I , I li i I I 1� 'CEDAR p RAKE �u� IN-BETWEEN CABLES I ! I I I ! I I j li ! I II 5/4"xrc" MAHOGANY TOP RAIL -__ I I I I I1 1 ! i I I II j-""-- I II !! I i / 4. sis TO. 2ND FLOOR PLATE - I II - 1..._ i 1 - I 1 — I — I — i — 1 ITEN / I I 1 1 / \I`, m I 1D 112" EXRORFECtION SHINGLES I I i I I I 1 1 / P RE Cl I l I ! I l II I I I 2 /� 1- - - --- - - -- - - - — - 1 1 ' 1 I I I I / �n�I \� � I2 / / 20 n7 Lc r I I I I I I ri (� I I ill I I I I I I II I i i // IIJl DRIP EDGE ,n 1 -0" — u : (II. I I IIL 1 I I ( �\ S/4"x4" CEDAR HORZ SIDINCx �' t1 _7 , , I . ____ ____ _ ( X , 11 I I �/ / /CENTER M4TCH ,- t o 2ND FLOOR SUf3FLOOR - m - - - • ii I I I I \ \ / / T.O. 1ST FLOOR PLATE I I // I 1 , I 7 , ' _ ' „ , , i \ I I L I �— .• i _ . II _ - - 1 - i TT.\ II / \ I / \ I / I I 11 I� II II III II I I 11 III it 111 (�., Ill 1 �1\ 1111 Iii ( , -• I I II II 1 \\ 1 \\ 1 1 // II \\ 1 ,/ 1 li ,2'-0', // 11 cnitfJ 5/4 x10 GEDAP� r \ \\lIl II ' 3 -,� fi � MITERED CORNERS BAND II: .� I1 / { \; I \ /- 1 _ CENTER MAtCNVERT. 51DINCx\ \ __._ t \ / ,I \ / I \ / I \ / \ I / II I ,'I 'l�' Iii II 1 ' ii/ „mtt TO. FLOOR susl=loo „,,,.. R i I I I —111 ,H ' :f.. _. I 1.... i H I I I I I I I �I rellk / ' I I I 5/4"x3" CEDAR TRIM / I N GRADE I I I I I I ' \I I I \ I I I i i i I CEDAR POSTS I I I I I I I \WI STAIN ES5 STEEL \ I I CABLE - MAX. 4” SPACE I I I I I I I NEW C.FOUND. WALL 4 FTG_ 1 I I I I I I I I IN-BETWEEN G.413LES I 1 I I I 1 I \ I ( 5/4"x6" MAHOGANY TOP RAIL I i I I I I 1 I I \ I I I 1 I I I I _I ____ -I-, - - - - -- -- - - - I - - - - -I- -1-. -1 I H I I i I i L. I L - - - - - - -- 1- - - - - -1 - - -- -l- _L I J (1\)SGUT4 E. LEVA,T 1 G \_,/ SCALE: 1/411 = it-VI 3" FULL THICK ' I--1 5LU€S I VIN CAP J CONT. RIDGE VENT = ''{► �>''� //� \ J II , _ \ �•., it �I II �� I� �I 1 I, II IT-- II 11 I 1 /ALUM. STAMPING SEAM ROOFS 5/4"x6" CEDAR RAKE W/ STUCCO I / \� I { I11X2" CEDAR DRIP I I I \ ,\�� 20 Oz L.C.C. FLASHING W I II1 \I\ I j 11 — II n —t1 II a II II II — II i 11 a II I II I I I i \ / \ \\\ STEP rLASHIN 12 �/ I 1U11 N I I I I I .r I / \I I i II II 12 \�, r- 12 1 I I I I ;�. \ 12` �� 121I ii I lI 2sa Oz, L.C.G. I �\ I12 I1 I I I I I ( i I I�RI1� EDGE / \ \\ !, I I .I i I 11 I i / 1411..411 rr�n a }10ta7 ato hI� / \ —{ i— !/ \ _ _ — 'I — FLOOR PL .1 IT.O.t.0.2ND F ATE I 11 f I /CENTERT;ATCH 1� . „ ,,,� / , , ` \ —/ \ ` 1 I II I I I i / �. N v I I. �� .I - II �I II II ' 11 I / 1'-011 r I i • 1II . - .. ` . l I II II I 1 ;' t \. ^rn 7*Iri =I nnc al!tam nno I , q 5/4"x�o" CEDAR FASCIA (I jH_H4 — — ".�. i-.//1 .,u.., ,..,.,.1\ _tiy cs x_ r-tAv.rtcOulvt ;I �I I — — I I: II --fF- -il _ _ _ - _ GUTTERS AND LEADERS 1I T.O. 1ST FLOOR PLATE I (I I a .. t —— __�_ l I>. I I f \ II I, r 1 -0u / / / / / \ /� / / dr / ' -- - - / - / ,'..-_ / � .. / / 1,- II > - ,,.....,..,„,t - / - r . -`- \ / \ 2'-• lU II RED CEDAR PERFECTION SHINGLES / / / / / / / I , / \ e \ ;Jr / _ W/ 5 1/2" EXPOSURE _ ;/ / / / / mlcp MITERED CORNERS \ \ �� // \,\ i/ 1 �`/ — - y \ \ \ / / / • I GRADE \ Q --- _ \ \ _ r--0,- IST FLOOR SURF 9OR - - : _ . -- l -- _ - - - - _ - - - - - - I ! 1 1 NUM. REVISION DATE AND NAME `4"x411 CEDAR POSTS 5/4"x3" CEDAR TRIM / � I I W/ STAINLESS STEEL CABLE - MAX_4" SPACE 5/4"x4" CEDAR VERT_ SIDING \ I I I IN-BETWEEN CABLES CENTER MATCH I I I 5/4"xb" MAHOGANY TOP RAIL NEW P.C.FOUND_ WALL 4 FTG. I I N II 1 1 I 1 I I� H -r L I� I T - - L I- - - - - - -I C H L _I. J 1 J. _l_ - __ I 1 -- 2 WE e T E L E VAT 1 ON SCALE: 1/4" = i'-011 or RONALD KUOPPALA r \��RD G 4, ,\ ® ® A R G H I T E C T iJ R E '/... CPLD KU p::4:2:. I'�r 4.9 'I f \ ^y4; Y `,� C--c„ a`t �-.'; P.O.Box 427 Massapequa,NY 11758 0271131 v: ' Te1516-797-8317 Fax 631-592-9401 o c�,;' ,, E �T ; . W .W RESIDENCE _ 1145 Jackson Street Mattituck,NY __-- '..j..:) d Drawing Title: a h° ELEVATIONSQ z 0 Date: APRIL 3 2015 �n o Scale; AS NOTED Drawing No. a I p A5 0 I /5/4"x6" CEDAR RAKE WI 3" FULL THICK / 1"x2', CEDAR DRIP BLUESTONE CAP ---...„..„...... I / 1 , / CONT. RIDGE VENT STUCCO ,.................. .. .....i. „,--, j 14.._ J -r-1- 1 , —1 I 4. "\\ , , , , -- , , 1 , , 20 OZ. L.C.C. FLASHING .6 I _I I 1 .//\\N I I ! r I II / ALUM. STANDING SEAM ROOF\ STEP R_ASI-IING ht0 //1 -\\ I, 1 I ! , I I / I 49 12 II 11- 1111111 11 II I II I II I il 11 II — 1\--IF I, II II li 171111 I 1 4u ji"IT"AC1 NIDEA5R5 Ps?Nil I I , I - nf=1 - III 121 12 6.0117/- ',, \ 114 1 1 . i I ! , I I N ' I 11 - -•• --- - , III , - I I I 1 CABLE = MAX. 4" SPACE i I I '- -11 I 1. • : - '\\-\\ I i 1 1 I I , • , I IN-BETWEEN CABLES I I - ! , 1 I , I „ I 1 , „ _ _ :\N\ • \ 1 1 1 1 _.-- '11,_ If I...rt A i 1,-so._A1.1%-• 1.....sn• cl A II 1 11 1 1 11 1 I 11 _ 1 1 1 . 1 1 1 1 1'„ , ! , I , , . ,,II 1 i t.....l 1 1-.....411... -1 I , I 1 1 i 1 1 I i 1 ./ - I N\ I 1 1 1 1 1 1 T.O.2ND FLOOR PLATE AK , ___ _ , _ __ , _ _ _ _ , - , / I I I 11 1 I 1 1 1 I , , , I 1 i I 20 OZ. 1-.C.C. / DRIP EDGE I N`,11 / I I . „ 1 „ . . . ,. . , 1 1 , „ „ , _ - , T ' III-7Ani I , ' : - lir-7477i! ' ' nh-7.,—,1, , : : , , : ,I,--.7°7-11 i '- , . : . = = , , „ - , II , . • '-. 5/4"x4” CEDAR HORZ. SIDING I I I i 11-0' ' - . . I I " • - 1/_____,,1 - If I 1 , . III II r•FNTFR MATCI-1 ,- I' I I . it ' „ _ 1 „ , ,• _ . _ - . , . . , - • t en 41 kir-, I .4^,o-Itz at 11 #•-i.eser> -I— 1' ---t 1 •1... "."' ''''. .... ''''''' ... I A./. ‘.1'I ir., I I..9,./.....,I-9, ....,ko9 4..9,1 4......."V 9-.9.. it,\ -4t- -...'''\....,.....„.. // 1 II I II11 I 11 11 1 1 II 11 II 11 I .1 1 _ -- _ 1 1 . _ — — — 1 ' 1 1 _. 1 1 , 1 I II 11 1 1 1 /// \ . ' • -1- ,,,,,-' t , - : , / 1 . T.O. 1ST FLOOR PLATE -II) II 111111 11 I II II II it I I 11 II II ' 11 1 .__II 1 ti , 1 , !I 11 I I I , 1 i I I 1, / , - . „ , \ „_ 'condi" z z N, 1 \ • I / / \ / IN\\\ 7 zy --,, ,,. \ it I ,v 1.1 \ , „ . • . . , , . . _ : _ _ _ . r : , • / \ AO 1 \85/114NIXDII°11 CEDAR ' ' : • '"*--------"*"---, MI'MQ. D CORN15RS 7 5/4"x4" CE1DAR VERT_ SIDING ___.--------' ) 11-N, •-•,,, . .....I-Rt.14.1...r.s 1...f A..1•/-.! I / ' I I \ 131 , I I .....11.-- .--y.... \ \ . - I_\\ // „ , , . 11I 111 / I I N N LI I N N lit I II I I II I / I I 1 I 1 '11A ._..._ \ \ I , I ' ' '' ' H ' ' '' ' ' ' ' , \ / 1 \ , I i , \ / \1 H -- - --- __11-1 ' 1-71 _ _________ _._ _ ______ ___ -- - 61 L. --. ,-_-1 __ =-7-- _-, - _ i ____ - ___, -_, _ I ii_ _ ,- I,.-.. , : ,-,0_ is,- ,Loci, .„,,_00,,, ei, _ 1 H , ____ . - - , 1 - H , : r r _ . , • _ - _ — _ _ = - _ _ - - , „ . Y : —— Ali — — = ill -- - al = = ======han1 - - 11.11 I II /4"x3" CEDAR TRIM / I I I I I I I I I I I RED CEDAR PERFECTION SHINGLES I1 I \ "IR A r-1E I 1 1 1 LW 5 1/2" EXPOSURE 4"x4" CEPA R POSTS I I 1 1 I I I I 1 WI STAINLESS STEEL NEW - MAX. 4" SPACE P.C.FOUND_WALL 4 FTG_ I I I I I I CABLE \ I IN-BETWEEN CABLESI i i I i I I 5/4"x6" MAHOGANY TOP RAIL I I I I 1 \ I 1 1 I 1 1 1 I I ! 1 \ I I I 1 1 I _ I__ I___ I I 7-7\ iNi CD FRT1-4 .1._ VAT ICDN 1 ) — SCALE: 1/4" . 11-0" WOOD TRUSS TRIMMED 3" FULL THICK BLUESTONE CAP CONT. RIDGE VENT IHI ' 1 ALUi-1. STANDING SEA'M R001-- 1 I I 5/4"x6" CEDAR RAKE W/ b i --.'"------------ STUCCO \ i -r \ 1"/)" CFDAR r)RIP i cri \ \ \ .". I _____-----20 OZ. L.C.C. FLASHING F- 1 11 1 \‘ I1 1 ----Ti I I 11 I II 71- I - I ti II I I I I---iMT-A 1 1 //7 ' <\\\\\\\ // \ \\\ \ ,.--- .1...... / ' ''• STEP FLASHING , ' 1 1: 1 11, i' 1 , \ 1 I 1 1 I 12 12 _,____„--;:;_------1;-- //r,„ \-\ ill 1 i II I I I i \ 7/ \ _i_lt"--------- 12 1----:// ; , ::, .0 : \• 7, 5/4"x6" CEDAR RAKE W/ / 1"x2" cEDAR DRIF, II I , \ , I , I1 I1 1 I I ! 1 1 I I! 1 i 4"x4" CE1DAR POSTS 1 t I ii / . , = / \ . UV STAINLESS STEEL t , • / ) , , , , I, , , 1 II I II = E - MAX. 4" SPACE v-011 1 - I i 1 1 ' = I . - \ I I ,. _ _ .. .. „. . „ „ _ .„ „ , . IN-BETWEEN CABLES ; , )(° - ki ' I ,• 1 , I 1 , 5/4">4) MAHOGANY TOP RAIL --= - = _ _ _ I /. ,::/' . ' - ', ' ' • : ' ;5/4"x4" CEDAR VERT_ SIDING . , ' \ I 1 1 1 , : ‘ — , : ,---- — , : , 7 ' " / t.il-r- is,,PATCH ' , , _ I 1 ___ T.O. 2ND FLOOR SUBFLOOR _ = _ I _ - __ , • -• , - A - = : • - \ I I II , ! I ' 0 . _ . , „ 4_, , , — , '. ------\ I— 1-----:— 1 i 1 _ A1 — ...,,,,,-. /4"),17,14 CEDAR FASCIA r - . . . .. TO IST FLOOR PLATE -------, I I I I W/ GALV, HALF ROUND „ III II ] II Ii I II I I ' I ' I ____ _ . GUTTERS AND LEADERS ../f. I I I / . _ - . . . / •, , / / I \ / N 1 / \ / , \ //, N , \ ..- - , - - - -...-__________ 5/4"x10" CEDAR \\ z \ //' \21 RED CEDAR PERFECTION! SI-IINGLES Ala 71.1\ \ ' ' , _ . , . , W/ 5 1/2" EXF'OSURE / 7 BAND \ .".: . : = ! • : - • , , , 4 . , z \ / 751 \ / '- \ / / \ • / \ // \\ , 1 / k. / -.48,.............._ / \ ------miTERED CORNERS / \ ,/ / \ / , _ : . , : „ ,: \ I I I / \ / , / / / \ 'GRADE NUM. REVISION DATE AND NAME LC_ 1ST FLOOR SUBFLOOR Y J7/ 1 s,,t_ / Li -Th.i, \\J____ , _ ____, 1............ //,- - , 1 1 1 1 /4"x3" CEDAR TRIM/ I I I I I I I I I I I I I I NEW PC.FOUND. WALL 4 FTG. I I I I I I I I I / _ I I 1 I I i _L f- F 1 7 L _1 I I L _L J__ 1,___ L__ -- -....., ri ONALD K EAST E 1_ E VAT I C7N .,<, D A R c f///,,,,,,\ 6RUOPPALA 7S59 00,N,$) Ku ( 'N OPAR CHI TEC TU' RE • SCALE:: 1/4" = I'-Ø" r,,;, 9._ ' •. n , ,* `4‘.. P.O.Box 427 Massapequa,NY 11758 Tel 516-797-8317 Fax 631-592-9401 . .... -- t5 WA-RLAN RESIDENCE LT.4 EE 1145 Jackson Street Mattituck,NY 0 Drawing Title: a. ° ELEVATIONS r: N ,i 0 AAPeRN1OLT3E02015 , Date:DScale:rai ng No. " ! p..4 1 o c.) I 0 A6 • I j SIMPSON LSTA24 STRAP T ` IE OYER RIPeE AlAT EVER CONT. RIDGE VENT / THER RAFTER PAIR-(32"0.C.1 RIDGE BEAM // NNECT EACH RAFTE \ RIE W/ l8)-16d TOER NATOILS - SIMPSON LSTA24 STRAPTYPICAL TIE OVER RIDGE AT EVERY I/ CONT. RIDGE VENT OTHER RA'F T ER PAIR-(32"0L--.) fx DROP RIDGE BEAM DOWN 2" / TO ALLOW FOR AIR FLOW .CONNECT EACH RAFTER TO RIPCsE BEAM RIDGE W/ (S)-tbd TOE NAILS - �� 4�� \ L /./ TYPICAL I— / ** � ` � 12� ‘ss<;;.c,... \ DROP RIDGE BEAM DOWN 2 .n IA-V , 12�,. 11 .-.._- ._ _ - _ - .. � 1y, /.\a n nifc Iv.IA;11 Art•l i�t,l ,.,�-, (, _ TO ALLOW FOR AIR FLOW 4:1(7/ war • .\ 'Q� I�-.:iYJ il`l�llALf-R I Ivly ..z Tr----1C-AL ROOF 1 I I I sw.0 ri-S}.. I'...\we\./I 12 X,,3,..)", `` 12 *v 5/8" TYPE "Xn Gut,/ l' 'itif:4,``tC,4\ AI I IM c,1-A1.Ir,n i-',, C AM fRev1F 121— �°� �lv tr. . -I,2 PURR `vowi�i CEIL. AS / FULLY ADHERED /SIMPSOM H2A CONNECTOR • FUL I�IDHR gu(ELn Ij",,,,,-;;,,:,./7 I pC REO'D. TO ACHIEVE / �� 'h r� POINTED INTERSECTION v 6`-0" UP FI�OI"I EAYE ...z...42„, T.O. 2ND FLOOR PLATE — — _______/44"• ( I ._,:i \ - �^ r'tt�� rt��r�) �I , A I E'vEtR 1 RAFT ETR T T"PICr.,AL co 0 �f/1lN FELT T - 16'�\ A'):"/ E3 i.�✓ROOM 11. 11 ��+��/ 3/4" EXPOSURE 1, GID PLYWD ("dr ,\ T iArl I I • p► OO JOISTS TOP PLATE ENN\ • ROOF RAFTERS - SEE STRUCTURAL N'N ,� ' Ii'k' III 5EE STRUCTURALS '.PLANS FOR SIZE AND SPACING /WI! _ , N� /. — — - - �-'''- �. :`s �. „ . �.._�.., t2'-ID's( / /3/4" EXPOSURE 1 T4G 2"Xe" .,..- /ten n-Sv1 1 i-1��i I.•Givi�tc�.t r.ste C�s-UD 4 SCREt ED �.;;I Ay PEGT) nOrAC?IEV InN XS\., / AT EVERY RAFTER - TYPICAL - 1 /UJE T.O. 2ND FLOOR SUBFLOOR �'. R-30 INSULATION 0 T1 XYkYxkrti �[ �cYXc�kXtsukYYX� X XkktzuX s. 'T'Mt-�1/" I1_"'\/'}'L"S..S't/1L+' I I I I I i/ �' r ,.•.11 r• 11 .11 r 111•• \ 20 OZ. LEAD COATED COPPER • — — -- .. �I 1 1 1 Ivr-ea_ r_.. I+-.1"%lk..1� WA-LL 0 5�o TYPE X Gua— \\ FLASHING/DRIP EDGE T T.O. 151 FLOOR PLATE \ I CEDAR SHINGLE PERFECTION „// ; & 20 OZ. tW SOUND ATTENUATION INSULATION TYPICAL EXTERIOR WALL 1/2" 1�! \ /SIX TYPE uX" CsWB )3.C7. WIN. PQ HEAP t ` /4'x " CEDAR FASCIA B,�J. WIN. 4 DOOR HEAL)CLEAR RED SIDING - 5 EXPOSURE " „ L — �20 Oz. L C G 15* FELT \ , ,, ToP PLATE ABOVE F.F. 141 I W/ GALV. HALF ROUND ABOVE FF. I FL,4SH1*;G 5/6" EXPOSURE 1, C/D PLYWOOD N. GUTTERS AND LEADERS - / I N I - t - SHEATH 1•!4, t 1 ♦1• Ir !"'>r,/11-1 a... INSULATION i, ..." sot A G-1-�� t0 t-1t�r1/11�t o 11t' IIVk..� 1`tJV1 1 1`C-1S ' +4 -w \ riflW %4"XI(U" C�>=1JAK I Ir"ty I L.:.)....4.,1`lJl./I I 2"x6" STUDS a 16" 0.C. l 2"xb 1' / '- 1"x4" CLEAR CEDAR SOFFIT ' BAND / - '- /ALE' r-LATE CENTER MATCH- II 1,/ 6? R-21 FIBERGLASS INSULATION3/411 EXPOSURE 1 T4G 1" COR-VENT-BLACK 1§ I �I ,.»,. PLYWOOD SUBFLOOR ( II CONI_ SOFFIT VENT 1 rr_OvR jOIS 1 I SEE STRUCTURALS GLUED 4 SCREWED 211X6" SILL PLATE W/ I / —II- I A11..., Ivy 1M/11 + CG^I`--Erb' IL II _•)en O7 1 r.(' FI LdAHN.r. Imo- TERMITE SHIELD 4 /l D OF SILCONE .O. 15T FLOOR SUBFLOOR _AIL I SAL ER _ 5ET SILL IN A BE — — —_�....,:u.s.�..:�..,�....�c�ea-�..e c,�„u_-,:,v..T.�,c-wT.. n-�,c;wv,�.7.-ccs;re:s�.,www.�.,.,��ucc�x,a w..e;�.w.,:,,. ."ww�-•_,_ 'FLASHING PAN FULLY SODERED T z r' itr x rififi xxxxTixrr rxxxx {x ifaW xxxx�r x r-i-) �nn i)VM r ii �--i-frri xrx rrl ; Y I 'r a� "r zrxxsix� xx cx xxxxxa ":xxr it i 11 ---1 I_11 1__ L 1111 `.:—I -- I I—.1 I r_—i I I-1 1 1;1'?II - *till- I I— —III-- 1_( r', III--III— �_I_ i—! I 1 (((( I III III II1-J I i I-1 1 1 IL ,. L 1t1 I_—_LI —1 1 1� III III 1 `L• A. I I 1—I I II : I 1 I11 1 I I— ~ !1,�1 i 1 GRAD 1 I ,. i 1 I I i I II 1 i ;'' /12" POURED CONC. FOUNDATION WALL (2)-2"X6" PRESSURE 1 I ,I — '. .. VIV A L'trrxi rl V>r>`r rVUT�>=V c i't.. TREATED I ED .`SILLI 4'. 11 —`a . . FTG. W/ (3)-*4 BARS CONI. W/ANCHOR BOLTS II III "< �, �'i� I I ." 4 COPPER SILL ' 1:::;;I:------1':+::. I I ---I 1 :I I' .':.ti III, .:•. SEALER -TYPICAL r 1 III .;'` .,:'•• [ I 1 11 1 1 ..``': -6,1 F `.'•.FLT ---1 II 1 / I 411 POURED CONE + MIL_ OPEN CELLAR , I II I I r. OPEN C ��,�i� ,♦` I Ii i • POLY VAPOR BARRIER BITUMEN MEMBRANE WATERPROOFING 11 :;''4 ON A 4" MACHINE COMPACTED ;::• :. 117 —=1 11.� :. >: -1 WI DRAINAGE BOARD sy..r• SAND BASE AND SUB-BASE d•;'. (III � ..:� \ •.:�R III I $4.:: .111 I 111- - ,L� :i I I -� ___ . '�' I b\ y\rI1 .• aC :A "1.1 : • �:.. • •S. I I II_- Y: • �r 4• •'hi I I III ...,•+ ,:.: M. III i _. . r: . Y:r. .a..♦.+.n:i .. - ... ...r •.,.. I i III-• '' .}"'.'::',,,t.- 4.- 71`1-„ �('?--"i1-7.--IT 'X11 --ft1 NAILING SCHEDULE TABLE 3.1 JOINT DESCRIPTION ROOF FRAMING NUMBER OF NAILS NAIL SPACING CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RAFTER TO TOP PLATE (TOE-NAILED) 3-8d PER RAFTER TABLE 3.4 COLLAR TIE ATTACHMENT GROUND VNND SEISMIC SUBJECT TO DAMAGE FROM INTER ICE SHETLD FLOOD AIR CEILING JOIST TO TOP PLATE 3-8d PER JOIST ROOF PITCH ROOF SPAN (FT) WIND SPEED CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3.7 EACH LAP 110mph 120mph SNOW DESIGN FROST LINE DESIGN UNDERLAYMENT HAllARD FREZZING O 3O CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) SEE TABLE 3.7 EACH LAP 3:12 12 4-10d 4-10d LOAD SPEED (MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED INDEX COLLAR TIE TO RAFTER (FACE-NAILED) SEE TABLE 3.4 PER TIE 16 5-10d 6-10d " 20 s-1od 7-tod MOD. TO SLIGHT TO BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END 24 7-10d 8-10d 20 PSF 120 MPH C SEVERE 3-0 HEAVY MODERATE 11' YES NO 452 O 0 RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END 28 8-10d SPECIAL WALL FRAMING 32 SSEak SPEak 36 srEak soak 110 MPH, EXPOSURE C 20 /-- TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d PER FOOT 4:12 12 3-10d 3-10d WOOD FRAMED BUILDING 0 TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOINTS - EACH SIDE 16 4-10d 4-1od STUD TO STUD (FACE-NAILED) 2-16d 24" O.C. 20 5-10d 5-10d MEAN ROOF HEIGHT > 30 FEET 30 24 5-10d 6-10d BUILDING ENCLOSED 20 HEADER TO HEADER (FACE-NAILED) 16d 16"O.C. ALONG EDGES 28 6-10d 7-10d ROOF JOISTS SPACED 16"OC TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD 32 7-10d 8-10d 3-16d PER 2X6 STUD 36 8-10d SPEak 4-16d PER 2X8 STUD 5:12 12 2-10d 3-10d L BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16d PER FOOT 16 3-10d 4-10d O ENDJOIST OR BLOCKING (FACE-NAILED) 20 4-10d 4-10d 1. REFERENCE STANDARD UTILIZED IS 'WFCM' BY 'AF&PA' USING 'PRESCRIPTIVE DESIGN' METHOD 0 0 2 24 4-10d 5-10d O FLOOR FRAMING 28 5-10d 7-10d •32 O JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 2-16d PER JOIST 36 6-10d 7-10 2. DESIGN LOADS: LIVE LOADS: 1ST FLOOR 40PSF BRIDGING TO JOIST (TOE-NAILED) 4-16d EACH END 6:12 12 2-10d 3-10d ROOF SNOW LOAD = 45PSF 3 O S O BLOCKING TO JOIST (TOE-NAILED) 2-16d EACH END 16 3-10d 3-10d DEAD LOADS: ROOF = 10 PSF 0 3 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 16d EACH BLOCK 20 3-10d 4-10d _ LEDGER STRIP TO BEAM (FACE-NAILED) 2-16d EACH JOIST 24 4-10d 5-10d MINIMUM UNIFORMLY DIS T RIBU I ED LIVE LOADS 28 4-10d 5-10d JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-16d PER JOIST 32 5-10d 6-10d USE UVE LOAD (PSF) O BAND JOIST TO JOIST (END-NAILED) 4-16d PER JOIST 36 6-10d 7-10d EXTERIOR BALCONIES 60 - BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d PER FOOT 7:12 - 12:12 12 2-10d 2-10d DECKS 40 16 3-10d 3-10d ATTICSTHOUT STORAGE 10 O ROOF SHEATHING 20 3-10d 4-10d ATTICS WITH STORAGE ' 20 2 STRUCTURAL PANELS 8d PER TABLE 3.8 24 4-1od 5-10d ROOMS OTHER THAN SLEEPING ROOMS 40 30 O 32 5-10d 6-10d SLEEPING ROOMS 30 CEILING SHEATHING 36 5-10d 6-10d STAIRS 40 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD GUARDRAILS AND HANDRAILS 200 a /\ TABLE R301.2.1.3 WALL SHEATHING EQUIVALENT BASIC WIND SPEEDS STRUCTURAL PANELS 8d PER TABLE 3.9 3—SECOND GUST 1100 10b 110'120 125 1130 1140' O O FIBERBOARD PANELS (7/16") 6d 3" EDGE / 6" FIELD FASTEST MILE 180 186 190 100 106110 120 I GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD O O O HARDBOARD 8d PER TABLE 3.9 PARTICLEBOARD PANELS 8d PER TABLE 3.9 I9,• uWALL SHEATHING / \ \ 1 1/4" x 20 ga. STEEL STRAP EVERY RAFTER n nMNENT AND CLADDING PRESSURE ZONES STRUCTURAL PANELS - 1" no ILJc Vd 6" EDGE / 12" FIEI n / \(8) 8d nAIc `r�,CI-1I n MT TABLE 3.2A SILL OR BOTTOM PLATE TO FOUNDATION / 0.4 \ ANCHOR BOLT CONNECTIONS mnInsimmollinli BASEMENT/CRAWL SPACE 5/8' ANCHOR BOLTS 0 3'-0' O.C. SPACING SLAB ON GRADE 5/8' ANCHOR BOLTS 0 2'-9' O.C. SPACING TABLE 3.8 ROOF SHEATHING ATTACHN�M��E��NT © O PROVIDE 3' SQUARE WASHERS, ANCHOR BOLTS TO BE PLACED 6' TO 42' SHEATHING LOCATION 8d SNAIL SPACINNs C FROM END OF EACH PLATE SECTION FOR11mph MI 120 mph �,1";c BRACING WALL PERIMETER EDGE NAIL SPACING = 6'OC . E MAI E F H10 TYPICAL ROOF / CEILING FRAMING / 2 4' PERIMETER EDGE ZONE 6 6 I 6 6 lillrACCEPTABLE RAFTER OR TRUSS + INTERIOR ZONE 6 Ell 6 12 J : Simpson Strong-Tie � RRafter to Rate n OC `�J GABLE END WALL RAKE 4 El' 4 4 O O a...,. .., Top P,at. .5" .,,; 4 E — NAIL SPACING AT PANEL EDGES (IN.) F — NAIL SPACING AT INTERMEDIATE SUPPORTS IN TABLE 3.3 ROOF RAFTER CONNECTION REQUIREMENTS THE PANEL FIELD REQUIRED CAPACITY OF CONNECTION U.UPLIFT LOAD I I I FOR ROOF SHEATHING WITHIN 4 FEET T THE CSIDR EDGE OF THE ROOF, INCLUDING 4 FEET ON EACHHSIDE OF ROOF SPAN U L S L"LATERAL LOAD H2.5 (2) 12 FT 264 235 280 (PERPENDICULAR) THE ROOF PEAK, THE 4 FOOT PERI ETER EDGE ZONE LTS/MTS12 ATTACHMENT REQUIREMENTS SHALL BE USED .,+ M,NII/. 16 326 1 1 S=SHEAR LOAD --i-1_ '°O .- RS P4 Io OC SPACING 20 386 I (PARALLEL.) EL) 0 •_,°_ 24 447 {I ,^ 28 509 32 570 36 632 _ y I I n JOIST HEEL JOINT CONNECTION .,�, � ACCEPTABLE TOP PLATE TABLE 3.7 RATER/CLv UVIJ I IILEL UVII' I t.UI�I'1LI�IIVI Simpson Strong-Tie RAFTER REQ'D NUMBER OF 16d Top Plate to each Stud COMMON NAILS PER Fryp� .mr f SLOPE HEEL JOINT SPLICE � I Ai ROOF SPAN (FT) ":1111/' I 1 _!m, 12 20 28 36 3:12 5 8 11 14 ' 4:12 4 6 8 11 •\ _ y . ..� I F'HU5 �I yiviTS12 I 5:12 3 15 7 9 w/threaded rod I/ 4.•11.0„: .:LFTA �,.7:12 3 4 5 6 - LI �, 9:12 3 3 4 5 M/j • A35F • CS16 I MTS16 • `•• L 12:12 3 3 3 4 ] MSTA36 • :`tiSF,,,EQUIVALENT NAILING PATTERNS ARE REQUIRED ,-- • 1rP4 i FOR CEILING JOIST TO CUEING JOIST LAP SPLICES. • TYPICAL TIE—DOWN © ALL CORNERS Dom% `" TYPICAL CFCOND FLOOR FRAMING TABLE I'IA SHEAT�,I In ATTACHMENT I i iJr .� vvvI �v �v v� �r u.iu v INULL 3.9 „nLL JIILnIIIII�V alp/ \. SHEATHING LOCATION MAXIMUM NA Ir SPACING I ACCEPTABLE STUD TO STUD FOR 8d COki ONS NAILS �=� Simpson Strong-Tie 110 mph WINDI120 mph 1NDI j Floor-to-Floor Connections @ each stud E F E IF I V` -.IA I. 4' PERIMETER EDGE ZONE 16 I 12 16 I 12 I PHDS INTERIOR ZONE 16 I 12 6 I 12 J w/threaded rod V� N t1W" . FLYWOOD S-IUTTERS: RESIDENTIAL CONSTRUCTION DETAILS E — NAIL SPACING AT PANEL EDGES (IN.) Ilk! !//// F — NAIL SPACING AT INTERMEDIATE SUPPORTS IN 4/.loz, _ 1- rya_a_ wu•u...w.. A r,.. ,_,�1 /#-,� ,i""en&. ,.i Mimi i Al I IIIIw1>,�IIIC AwIT1 CvtCf�InC T'�/1/1GQ t� THE PANEL HELD Y �� i'iO SUBS T i T U T IONS: FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, LSTA18 HAVE 1/16 EXPOSURE ,\ ,^a7 1 PL Yli►D- SHUTTER FABRICATED AMID LA ELEn FnR FAr--H ALL FRAMING HARDWARE SHOWN ON THESE PLANS, THE 4 FOOT EDGE ZONE ATTACHMENT nEQUiREMENia ► o WINDOWS AND DOORS_THEY ARE TO BE FASTED TO ALL WINDOWS UNLESS OTHERWISE INDICATED, IS SIMPSON STRONG-TIE. SHALL BE USED I • 1 rc1F d /� AND DOORS PFR T.4 LF 8301212 F3PLOW 51-HITTERS ARF TO I II v__,� � °\: V STORED INSIDE IN ACCESSIBLE PLACE AND LABELED FOR NO SUBSTITUTIONS ARE APPROVED OR AUTHORIZED. MTS12 EACH WINDOW AND DOOR DUE TO THE RELATIONSHIP OF FRAMING HARDWARE TO 5 THE OTHER COMPONENTS OF THE STRUCTURE, ANY FRAMING ••LTP4 , TABLE 83012.12 HARDWARE SUBSTITUTIONS WILL RENDER THESE PLANS PHD5 LTP4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE NULL AND VOID, AND WILL RESULT IN THE INSTALLER/CONTRACTOR I I w/threaded rod BP TYPIrAl RASFIAENT/CRAINI SPACE FQI 1NDATInN FOR WOOD STRUCTURAL PANELS aba4 REpfNSIRILITY FOR THE nESirM Akin fj ttL\ @ ALL CORNERS PERFORMANCE OF THE ENTIRE SYSTEM. NUM. REVISION DATE AND NAME .,�,I - 5/8" DIA. ANCHOR BOLTS I FASTENER SPACING-� S',�i 36"OC(12"FROM CORNERS) �il � ACCEPTABLE \\\ 4 FOOT SPAN 6 FOOT SPAN CONNECTORS TO BE AT 16" O.C. OR w. II%"= n„� Simpson Strong-TiP DQE @/IDC 3X3" RASE PLATE @ EA nh�H^P, B^LT FA-STENEI? PAN�NEL SPAN l PANEL SPAN l PANEL SPAN 1N5:1-;;, �� IL O.l.. DEPENDING VIV II-IE JIUD OF IVIS SPACING ��"' Stud to Band Joist TYPE <_4� FOOT <_ 6 FOOT <_ 8 FOOT _a @ 16"OC ... r 1611 1211 `�" PRRCCI IRR TREATED 1 I I��RRR FACT IR C � 1 BP : _ WOOD SCREWS r , ,l�,�I S%S R f`f1NI�lE(`�-nl?c I�If1TE. ( �`i .UI> .. FASTNERS AND HARDWARE IN CONTACT PRESSURE TREATED 1 SP1 \ /.� two H4 -, �l �' ? 1/2" wt� ALL CONNECTORS, W I 16" 16" 12" LUMBER TO BE EITHER TO BE EITHER HOT DIP GALVANIZED OR WOOD SCREWS 1 STAINLESS STEEL #304 AND #316 5/8" DIA.ANCHOR BOLTS H2.5 I� : �9 .. G°. •r.N3i1 °..��..�... .,.T GALVANIZED I @ 36"OL (12" FROM GUHNEHS) `IJ �, ,A USE VIVL T HO 1 DII PED GALVANIZED FASTENERS ENERS VYI I HOT DIP GALVANIZED PROVIDE 3X3" BASE PLATE @ EA.ANCHOR BOLT \ ' .V` � , 'HR a.THIS TABLE IS BASED ON 110 MPH WIND SPEEDS AND 33-FOOT MEAN ROOF HEIGHT_ CONNECTORS AND STARLESS STEEL HARDARE WITH STAINLESS STEEL 1 CONNECTORS. Illi NOT IY EITHER T(1C FTH R (1R REFI Y FAIL I IRF WII ACCEPTABLECON b.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF WOOD STRUCTURAL PANEL. OCCUR DUE TO GALVANIC ACTION BETY1'EEN STAINLESS STEEL AND • I I I V U O�J /-1 I I I I /-1 V I \/1 V. c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. HOT DIPPED GALVANIZED STEEL Simpson Strong-Tie .�. ., • d.WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONARY/STUCCO, THEY SHALL BE •Sill Plate to Foundation ° .:: NO SCALE ATTACHED IUTIL IZINrG VIBRATION-RESISTANT ANCHORS HAVINGe A MIN UL TIMATE @ each stud •.. WITHDRAWAL CAPACITY Off 490 POUNDS. :0 TYPICAL SLAB ON GRADE FOUNDATION ETD RONALD ONALD KUOPPALA �,E57Rc . �45 �PL O�l<.5-0ti0�. AtLHI TLc1UCE • k\t `ra1J a fir. X27113' ~:. P.O.Box 427 Massapequa,NY 11758 \ c T;. cT fir- Tel 516-797-8317 Fax 631-592-9401 W WARLAN RESIDENCE x 1145 Jackson Street Mattituck,N Y U N. J . Drawing line: a Z DETAILS a 0 Date: APRIL e 2015 o Scale: �,, AS NOTED F C.7Drawing No. P. A n 0 GENERAL NOTES: 3 NO ADMIXTURES ARE PERMITTED WITHOUT THE ENGINEERS WRITTEN STRUCTURAL STEEL NOTES; DIMENSIONED WOOD FRAMING NOTES; WOOD FASTENERS NOTES: PERMISSION OTHER THAN ENTRAINED AIR. CONCRETE EXPOSED TO THE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN WEATHER, SUCH AS THAT USED IN FOUNDATION WALLS, SHALL CONTAIN 5% 1 DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM 1 THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED 1 WOOD COMPONENTS ARE TO BE FASTENED TOGETHER AS INDICATED IN THE ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE OFFICIAL ± 1% ENTRAINED AIR. TO THE "SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDINGS" AS AS FOLLOWS: FOLLOWING SCHEDULE UNLESS SPECIFICALLY INDICATED OTHERWISE ON COMPILATION OF CODES, RULES AND REGULATIONS OF THE STATE OF NEW YORK, ADOPTED IN JUNE 1989, BY THE AMERICAN INSTITUTE OF STEEL THE PLANS. BUILDING CODE 4 REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60. CONSTRUCTION, 9th EDITION AND THE "CODE OF STANDARD PRACTICE FOR JOISTS AND RAFTERS: DOUGLAS FIR—LARCH OR DOUGLAS FIR—LARCH 5 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WITH A MINIMUM STEEL BUILDINGS AND BRIDGES, ADOPTED EFFECTIVE SEPTEMBER 1, 1986. (NORTH), NO. 2, NAILING SCHEDULE FITY 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING YIELD STRENGTH OF 75 KSI. LAP ONE MESH SIZE AT SIDES AND ENDS, 2 MATERIALS: Eb (BAS E) 5 ,000PSI= 850 PSI, CONNECTION NAIL SIZE/TYPE ORQUASPACING LIVE LOADS: AND WIRE TOGETHER. W SHAPES ASTM A 572 (Fy = 50 KSI) STUDS: DOUGLAS FIR—LARCH OR DOUGLAS FIR—LARCH STUD TO SOLE PLATE 8D COMMON 4 TOE—NAIL OR ROOF: GROUND SNOW AT 30 PSF 6 CONCRETE ENGINEERED REINFORCING FIBERS SHALL BE POLYPROPYLENE, ANGLES, PLATES, ETC.: ASTM A 36 (NORTH), STUD GRADE. 16D COMMON 2 END DIRECT COLLATED, FIBRILLATED FIBERS FROM FIBERMESH COMPANY, 4019 INDUSTRY STRUCTURAL STEEL TUBING: Fb (BASE) = 650 PSI, FIRST FLOOR: 40 PSF DRIVE CHATTANOOGA, TN OR EQUAL APPROVED BY THE ENGINEER. FIBERS STUD TO CAP PLATE 8D COMMON 4 TOE—NAIL OR SQUARE TUBING: ASTM A 500, GRADE B E = 1,400,000 PSI SECOND FLOOR: 30 PSF AT SLEEPING AREAS, SHALL BE USED IN ACCORDANCE WITH THE MANUFACTURER'S ROUND TUBING: ASTM A 53, TYPE S 16D COMMON 2 END DIRECT 40 PSF ELSEWHERE RECOMMENDATIONS BUT IN NO INSTANCE WITH A DOSAGE RATE OF LESS BOLTS: ASTM A 325 2 THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR CONNECTIONS DOUBLE STUDS 10D COMMON 9" O.C. DIRECT ATTIC: 30 PSF HEADROOM > 4'-6 THAN 1 1/2 LB. OF FIBERS PER CUBIC YARD OF CONCRETE. ANCHOR BOLTS: ASTM A 307 IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT THE TIME OF 20 PSF HEADROOM < 4'-6 7 NO WELDING OF REINFORCING WILL BE PERMITTED. WELDING ELECTRODE: ASTM E 70XX—LOW HYDROGEN INSTALLATION OF 19% OR LESS. CORNER STUDS 16D COMMON 9" O.C. DIRECT BALCONIES: 60 PSF DECKS: 40 PSF 3 ALL WELDING SHALL CONFORM TO THE CODE FOR ARC AND GAS WELDING IN 3 JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE SOLE PLATE TO 16D COMMON 8" O.C. DIRECT 8 CONCRETE FORMWORK SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER BUILDING CONSTRUCTION OF THE AMERICAN WELDING SOCIETY AND BE CAMBER) AND WITHIN 1/2 INCH OF STRAIGHT, END—TO—END ALIGNMENT. JOIST OR BLOCKING WIND LOAD: 15 PSF, NORMAL TO WALLS AND ROOF 4, ACI-301 — 89. PERFORMED BY A CERTIFIED WELDER IN ACCORDANCE WITH A.W.S. STANDARDS. ALL WELDS ARE TO BE CLEANED OF SLAG TO PERMIT VISUAL 4 SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER DOUBLE CAP PLATE 10D COMMON 16" O.C. DIRECT 3 ALL STRUCTURAL WORK SHOWN OR SPECIFIED ON THESE DRAWINGS IS 9 FABRICATION AND PLACEMENT OF REINFORCEMENT SHALL CONFORM TO THE INSPECTION. SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER OF RECORD. ASPECTS REQUIREMENTS OF CHAPTER 5, ACI-301 — 89. SHALL NOT BE USED. OF THE WORK FOUND TO BE DEFECTIVE BECAUSE IT DOES NOT MEET THE 4 SUBMIT ERECTION PLANS AND PIECE DETAIL SHOP DRAWINGS WHERE STEEL— CAP PLATE LAPS 1OD COMMON 2 DIRECT REQUIREMENTS SHOWN OR SPECIFIED SHALL BE CORRECTED BY THE 10 CONSTRUCTION JOINTS AND EMBEDDED ITEMS, SUCH AS PIPING SLEEVES, 5 NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR TO—STEEL CONNECTIONS ARE CONTRACTOR AT NO EXTRA COST TO THE OWNER AS DIRECTED BY THE SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 6, ACI-301 — 89. REQUIRED. RAFTERS SHALL NOT EXCEED ONE—SIXTH THE MEMBER DEPTH AND SHALL NOT RIM/BOX JOIST TO 16D COMMON 3 END DIRECT ENGINEER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 24 5 STEEL SHALL BE EREC BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT A JOIST END HOURS IN ADVANCE TO ALLOW THE ENGINEER TO SCHEDULE REVIEWS AT THE 11 THE PRODUCTION OF CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF TED TOA TOLERANCE OF NOT MORE THAN ?/4" IN EXCEED ONE—FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE 10 FEET OUT—OF PLUMB, NOR 1/8" FROM THE REQUIRED ELEVATION. WITHIN 2" OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR DIAMETER ROOF RAFTER 10D COMMON 4 TOE—NAIL FOLLOWING TIMES: CHAPTER 7 ACI-301 — 89. SHALL NOT EXCEED ONE—THIRD THE MEMBER DEPTH. TO PLATE 6 ALL STRUCTURAL STEEL BEAMS AND COLUMNS ADJACENT TO MASONRY ! 1 PRIOR TO FIRST FOOTING POUR TO REVIEW SOIL AND FOOTING FORMROOF RAFTER 16D COMMON 3 END DIRECT OR GEOMETRY. 12 THE CONVEYANCE, PLACEMENT AND PROTECTION OF THE CONCRETE SHALL SHALL HAVE 1 1/2" x 1/8" STRAP ANCHORS AT 2'-8"o.c. LAMINATED VENEER LUMBER (LVL) AND PARALLEL STRAND LUMBER (PSL) NOTES: TO RIDGE 10D COMMON 6 TOE—NAIL CONFORM TO THE REQUIREMENTS OF CHAPTER 8, ACI-301 — 89. 2 COMPLETION OF SECOND FLOOR FRAMING. 7 UNLESS OTHERWISE NOTED, FOR LINTELS OVER DOORS, WINDOWS, DUCTS, � � VENEERLUMBER " n ►�" AS A\ ,. , I r.. 3 COMPLETION OF ROOF FRAMING. MECHANICAL VIBRATORS ARE TO BE USED TO CONSOLIDATE THE FRESHLY1 LAMINATED SHALL BE MICRO—LAM MANUFACTURED BY JACK RAFTER 10D COMMON 4 TOE—NAIL OR CAST CONCRETE AROUND THE REINFORCING AND AGAINST FORM SURFACES AND MISCELLANEOUS OPENINGS USE FOR EACH 4" OF WALL: TRUS JOIST MACMILLAN, "G—P LAM" AS MANUFACTURED BY THE GEORGIA TO HIP 16D COMMON 3 DIRECT 4 THIS WORK HAS BEEN DESIGNED TO BE SELF—SUPPORTING AND STABLE AND TO PREVENT THE FORMATION OF AIR OR STONE POCKETS, PACIFIC CORPORATION OR "GANG—LAM" AS MANUFACTURED BY THE LOUISIANA AFTER THE CONSTRUCTION HAS BEEN COMPLETED. THE STABILITY OF THE HONEYCOMBING, PITTING OR PLANES OF WEAKNESS. HOWEVER, CARE 3 1/2"x3 1/2"x5/16" (6" BEARING) FOR M.O.'S UP TO 3'-6" PACIFIC CORPORATION. PARALLEL STRAND LUMBER SHALL BE "PARALLAM" AS FLOOR JOISTS TO 10D COMMON 4 TOE—NAIL STRUCTURE PRIOR TO COMPLETION IS SOLELY THE RESPONSIBILITY OF THE MUST BE USED TO AVOID OVERVIBRATION THAT CAN LEAD TO AGGREGATE 3 1/2"x4"x5/16" (6" BEARING) FOR M.O.'S UP TO 5'-0" MANUFACTURED BY TRUS JOIST MACMILLAN. SILL OR GIRDER CONTRACTOR. THIS RESPONSIBILITY EXTENDS TO ALL ASPECTS OF THE SEGREGATION. 3 1/2"x5"x5/16" (8" BEARING) FOR M.O.'S UP TO 6'-9" CONSTRUCTION ACTIVITY INCLUDING, BUT NOT LIMITED TO, JOBSITE SAFETY, 2 MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS SHALL BE AS EDGE FLOOR JOIST 1 OD COMMON TOE—NAIL 8" 0.0. ERECTION METHODS, ERECTION SEQUENCE, TEMPORARY BRACING AND 13 THE INSTALLATION OF SLABS SHALL CONFORM TO THE REQUIREMENTS OF LINTELS SUPPORTING EXTERIOR WYTHES ARE TO BE HOT DIPPED GALVANIZED FOLLOWS: TO SILL SHORING, USE OF EQUIPMENT AND SIMILAR CONSTRUCTION PROCEDURES. CHAPTER 11, ACI-301 — 89. INTERIOR FINISH SLAB SURFACES ARE TO ACCORDANCE WITH ASTM A-123. REVIEW OF CONSTRUCTION BY THE ENGINEER IS FOR CONFORMANCE WITH HAVE A CLASS A STEEL TROWEL FINISH. SURFACES OF SLABS FORMING Fb = 2600 PSI CEILING JOIST 16D COMMON 3 TOE—NAIL THE SUBSTRATE FOR MUDJOBS ARE TO HAVE A CLASS C SCRATCHED 8 CERTIFICATES OF COMPLIANCE ARE REQUIRED TO BE SUBMITTED TO THE r TO PLATE THE DESIGN ASPECTS ONLY, NOT TO REVIEW THE CONTRACTOR'S Fc = 2310 PSI (PARALLEL TO GRAIN) SURFACE. EXTERIOR SLAB SURFACES ARE TO HAVE A CLASS B ENGINEER FOR STRUCTURAL STEEL, BOLTS, NUTS, WASHERS, AND WELD ( CEILING JOISTS LAPS 10D COMMON 4 DIRECT CONSTRUCTION PROCEDURES. LACK OF COMMENT ON THE PART OF THE Fc = 650 PSI PERPENDICULAR TO GRAIN) ENGINEER WITH REGARD TO CONSTRUCTION PROCEDURES IS NOT TO BE TOLERANCE WITH THE FINISH AS SPECIFIED ON THE ARCHITECTURAL FILLER MATERIAL PRIOR TO THE FABRICATION OF ANY STEEL. Fv = 285 PSI INTERPRETED AS APPROVAL OF THOSE PROCEDURES. DRAWINGS. E = 1,900,000 PSI (OVER PARTITION) 9 ALL FIELD WELDING IS TO BE VISUAL INSPECTED BY AN A.'A'•S. CERTIFIED 5 SHOP DRAWING SUBMITTALS TO THE ENGINEER FOR APPROVAL ARE 14 THE CURING AND PROTECTION OF CONCRETE SHALL CONFORM TO THE WELD INSPECTOR. REPORTS ARE TO BE SENT TO THE ARCHITECT, CEILING JOISTS 10D COMMON 5 DIRECT REQUIRED FOR STRUCTURAL STEEL. FABRICATION AND/OR DELIVERY TO THE REQUIREMENTS OF CHAPTER 12 ACI-301 — 89. CONCRETE SLABS ENGINEER, AND OWNER IN A TIMELY MANNER. TO RAFTER SITE OF THESE MATERIALS PRIOR TO RECEIPT OF APPROVAL BY THE SHALL BE PROTECTED FROM LOSS OF SURFACE MOISTURE FOR NOT ENGINEER n SOLELY AT THE I1/',.ITI'YA/�T ,n ,,,,,►1 RISK. LESS THAN 7 DAYS USING A CURING COMPOUND CONFORMING TO CONNECTIONS TO EXISTING_ MASONRY OR CAST—IN—PLerE CONCRETE• TO RAFTER 10D COMMON 5 DIRECT ENGINEER IS SOLELY AT 1 HE LVIN I rv\.,l OIC J uWi l RISK. "'` I O RAT-I ER ASTM C 309-81 OR CONSTANTLY WETTED BURLAP. IF COLD WEATHER SHEATHING PANELS NOTES; CONCRETING CONDITIONS EXIST AS DEFINED BY A PERIOD OF MORE 1, CONNECTIONS TO EXISTING SOLID CAST—IN—PLACE CONCRETE, CONCRETE FOUNDATION NOTES: CONCRETE BRIDGING TO JOISTS 10D COMMON 2 DIRECT THAN THREE DAYS WHEN THE AVERAGE OUTDOOR TEMPERATURE, MASONARY OR CLAY BRICK MASONRY ARE TO BE MADE WITH ASTM 1 SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL 8D COMMON 3 TOE—NAIL 1 THE NEW FOUNDATIONS HAVE BEEN DESIGNED TO REST ON INORGANIC (HIGH + LOW)/2; IS LESS THAN 40' F. THE PROCEDURES OUTLINED IN A307 OR A36 STEEL ANCHOR RODS. CONFORMI BEAR APA .DE I I "COLD " TO U.S. PRODUCT STANDARD PS— I, AND THE GRADE— UNDISTURBED 306.1-87 STANDARD SPECIFICATION FOR WEATHER CONCRETING UNDISTURBED SOIL HAVING A PRESUMPTIVE BEARING VALUE OF 3,000 PSFTRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY PLYWOOD PLYWOOD ROOF AND 8D COMMON 6" O.C. EDGES - EXPECTED TO BE FOUND AT THE BOTTOM OF THE REQUIRED EXCAVATION SHALL BE UTILIZED, 2: EMBED ANCHOR RODS INTO DRILLED HOLES A MINIMUM OF 5 ANCHOR SHALL BE USED ON FLOORS. WALL SHEATHING 10" O.C. OTHER THE ENGINEER SHALL BE NOTIFIED IF SOIL OF QUESTIONABLE CAPACITY IS DIAMETERS, WITH A MINIMUM EDGE DISTANCE OF 4 ANCHOR DIAMETERS, ENCOUNTERED DURING EXCAVATION. 15 THE FOLLOWING SUBMITTALS ARE TO BE MADE TO AND APPROVED BY THE MEASURED FROM THE EDGE OF THE FOUNDATION TO THE CENTERLINE OF 2 WALLS BE APA RATED PLYWOOD SUBFLOOR 8D COMMON OR 6" 0.0. EDGES ENGINEER PRIOR TO COMMENCING ANY WORK: OF THE ANCHOR. INCREASED EMBEDMENT DEPTHS OR EDGE DIDTANCES M SHEATHING PANELS FOR FLOORS, ROOF, AND AN SHALL Hf H MAY BE REQUIRED AT CERTAIN LOCATIONS, SEE PLANS AND DETAILS. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. (3/4" OR LESS) 6D ANNULAR 10" 0♦C♦ OTHER 2 WITHIN THE PERIMETER OF THE PROPOSED STRUCTURE STRIP THE GROUND 1 CONCRETE DESIGN MIX FOR EACH STRENGTH OF CONCRETE SEE ARCHITECTURAL PLANS FOR THICKNESS. SURFACE OF ALL TOPSOIL ORGANIC AND FILL MATERIAL. (1) REQUIRED ATTESTING THAT THE MIXES CAN ATTAIN THE MINIMUM 3. SIDEWALL SURFACES OF DRILLED HOLES ARE TO BE BRUSHED CLEAN In A w1 1 1 TAI 1 rn nTl- GREATER THAN 3/4") 10D CoMMoN 6" O.C• EDGES AND 3 THE BOTTOM OF EXTERIOR FOOTINGS NOT ON SOLID ROCK SHALL BE AT REQUIRED STRENGTH IN ACCORDANCE WITH CHAPTER 3 OF AC1-301-89. AND THE HOLE CLEANED OF ALL EXCESS DUST AND DEBRIS WITH 3 SHEATHING E PANELS ON FLAT SUPPORTS SURFACES SHALL BE INSTALLED I WITH rl FACE ( GRAIN PERPENDICULAR TO SPPORTAND CONTINUOUS OVER TWO 10" O.C. OTHER LEAST 4'-0" BELOW FINISHED GRADE. FOOTINGS ON LEDGE SHALL REST COMPRESSED AIR PRIOR TO INSTALLING ADHESIVE. OR MORE SPANS. ON BROOM CLEAN SOLID ROCK. IF THE SLOPE OF THE ROCK SURFACE (2) SHOP DRAWINGS WITH PLANS, ELEVATIONS, SECTIONS AND BENDING 2 NAILS AND SPIKES SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED EXCEEDS 1 ON 6, THE FOOTING SHALL BE DOWELED TO THE LEDGE WITH SCHEDULES INDICATING ALL REINFORCING AND ACCESSORIES NEEDED IN 4. CONNECTIONS TO EXISTING SOLID CAST—IN—PLACE CONCRETE, CONCRETE 4- SHEATHING I I D SHEATHING SHALLBE GLUED SUPPORTING IN FEDERAL SPECIFICATIONS FF—N-1058. PNEUMATIC OR ELECTRIC ADDITION TO ALL PROPOSED CONSTRUCTION JOINTS LOCATIONS. MASONAY OR CLAY BRICK MASONAY FOUNDATIONS SHALL BE MADE USING WALLMEMRSWITH AND FLOOI, SHEATHING SHALL TO SUPPORTING POWERED HAMMERS TYPICALLY UTILIZE LIGHTER GAGE FASTENERS AND 3/4" STEEL RODS DRILLED 10 INCHES INTO THE ROCK SURFACE AT 2 FEET HILTI HIT HY150 EPDXY ADHESIVE SYSTEM OR APPROVED EQUAL MEMBERS WITH CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A NORMALLY REQUIRE ADDITIONAL FASTENERS TO BE INSTALLED. ON CENTER. CONTINUOUS 1/4 INCH ,A/IDE BEAD ALONG THE IVIEI'�IBER LEI`�CTH. 16 A DESIGNATED TESTING LABORATORY SHALL CONDUCT STRENGTH TEST IN BY ENGINEERS. CONT) FASTENER SPECIFICATIONS MUST BE SUBMITTED TO THE ENGINEER FOR 4 IN AREAS REQUIRING FILL, THE FII L MATERIAL SHALL BE A UNIFORM' Y ACCORDANCE WITH THE FOLLOWING PROCEDURES: (A STRENGTH TEST AT DERIC-MATED SHEAR \AiAI I c HORIZONTAL EDGES OF WALL curATUI�Ir- RHAl I APPROVAL PRIOR TO INSTALLATION IF POWERED HAMMERS ARE TO BE GRADED MIXTURE OF SAND AND GRAVEL WEIGHING NO LESS THAN 120 PCF CONSISTS OF FOUR CONCRETE CYLINDERS). 5 CONNECTIONS TO HOLLOW MASONARY SHALL BE MADE WITH HILT) HIT HY20 "' """""""" """"' "" """""""" """ """""" """" USED. EPDXY ADHESIVE SYSTEM WITH SCREEN TUBES OR EQUAL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE BACKING DRY DENSITY AFTER COMPACTION IN PLACE. THIS MIXTURE SHALL BE APPROVED ENGINEERS. FOR SPECIFIED PANEL EDGE NAILING♦ 3 LAG AND WOOD SCREWS SHALL CONFORM TO ANSI UNIFORMLY GRADED HAVING NO STONE GREATER THAN 3 INCHES IN ANY A MAKE ONE STRENGTH TEST FOR EACH 50 CUBIC YARDS OR FRACTION /ASME STANDARD B18.6.1 ONE DIMENSION; AND WITH L ESS THAN 10%, BY WEIGHT, PASSING A #100 THEREOF FROM EACH MIX DESIGN OF CONCRETE PLACED IN ANY ONE — 19.81. SIEVE. THE FILL SHALL BE PLACED IN MAXIMUM LIFTS OF 8 INCHES DAY, EXCEPT THAT IN NO CASE SHALL A GIVEN MIX DESIGN BE GENERAL WOOD NOTES: BEFORE COMPACTION, EACH LIFT SHALL BE COMPACTED WITH REPRESENTED BY LESS THAN FIVE TESTS. 4 BORED LEAD HOLES FOR FASTENERS SHALL BE AS FOLLOWS. APPROPRIATE EQUIPMENT TO A MINIMUM OF 95 % OF ITS MAXIMUM DENSITY 1 STUD BEARING WALLS, SHEAR WALLS, AND ROOF AND FLOOR DECKS SHALL A NAIL AND SPIKE LEAD HOLES ARE NOT REQUIRED UNLESS PREVENT OWNER,NEAR OPTIMUM MOISTURE. A SOILS TESTING LAB. HIRED O THE B SECURE COMPOSITE SAMPLES IN ACCORDANCE WITH "METHOD OF BE FRAMED WITH THE MEMBER SIZES AND/OR TYPES AT THE SPACINGS NAIL SPLITTING OF WOOD. REQUIRED, LEAD HOLE DIAMETER TOP NOT SHALL TEST THE MATERIAL BEFORE AND AFTER COMPACTION FOR SAMPLING FRESH CONCRETE" (ASTM 0-172). EACH STRENGTH TEST �. CONFORMANCE WITH THIS SPECIFICATION. NO LIFTS SHALL BE PLACED SHALL BE OBTAINED FROM A DIFFERENT BATCH OF CONCRETE ON A SHOWN ON PLAN. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF EXCEED 75% OF NAIL/SPIKE DIAMETER. WHEN WEATHER CONDITIONS ARE SUCH THAT THE MOISTURE CONTENT OF REPRESENTATIVE, TRULY RANDOM BASIS. WHEN PUMPING OR PNEUMATIC ALL PLUMBING PIPING, HVAC DUCTING AND RECESSED LIGHTING FIXTURES, THE FILL CANNOT BE PROPERLY CONTROLLED. EQUIPMENT IS USED, SAMPLES SHALL BE TAKEN AT THE DISCHARGE END. ETC PRIOR TO LAYOUT TO MINIMIZE INTERFERENCE THAT MAY REQUIRE THE B WOOD SCREWS — LEAD HOLE DIAMETER EQUALS 7/8 OF UNTHREADED ALTERING OR STRENGTHENING OF THE INSTALLED FRAMING. SHANK DIAMETER IN CONNECTED WOOD PART AND 7/8 OF DIAMETER AT 5 IN PLACING AND COMPACTING FILL AND BACKFILL MATERIAL, DO NOT C MOLD FOUR SPECIMENS FROM EACH SAMPLE IN ACCORDANCE WITH ROOT OF THREAD IN WOOD RECEIVING THREAD. DAMAGE NOR DISPLACE CONCRETE WORK ALREADY IN PLACE BY CONTACT METHOD OF MAKING AND CURING CONCRETE COMPRESSION AND FLEXURE 2 WALLS SHALL BE INSTALLED STRAIGHT AND PLUMB. FLOORS SHALL BE FROM COMPACTION MACHINERY, BY SUBJECTING IT TO OVERTURNING FROM SPECIMENS IN THE FIELD" (ASTM C-31), AND CURE UNDER STANDARD .Tr.. ARCHITECTURAL .INSTALLED LEVEL AT THE PROPER ELEVATION. ROOFS SHALL BE INSTALLED C LAG SCREWS — LEAD HOLE DIAMETER EQUALS SHANK DIAMETER FOR HEAVY COMPACTING LOADINGS, OR ANY OTHER CAUSE. BRING FILL AGAINST MOISTURE AND TEMPERATURE CONDITIONS, IN ACCORDANCE WITH SECTION AT THE PITCHES INDICATED ON THE DRAWINGS. EXTENT OF UNTHREADED SHANK, AND 60% OF SHANK DIAMETER FOR SUCH CONCRETE AT THE SAME RATE AS THE REMAINDER OF FILL, 7(A) AND 7(B) OF THE ABOVE ASTM METHOD. 3 JOISTS AND RAFTERS SHALL BE INSTALLED DIRECTLY OVER BEARING S T UDS THREADED PORTION OF SHANK. COMPACTING UNIFORMLY ON BOTH SIDES USING HAND OPERATED TAMPERS. UNLESS OTHERWISE DETAILED. IN BASEMENT/CRAWL SPACE AREAS DO NOT BACKFILL AGAINST WALLS D DETERMINE SI UMP OF THF CONCRETE SAMPLE FOR EACH STRENGTH TEST D THRU BOLTS — LEAD HOLE DIAMETER 1/32" TO 1/16" LARGER THAN UNTIL THE FLOOR OR ROOF DECK BEARING ON THE WALLS HAS BEEN AND WHENEVER CONSISTENCY OF CONCRETE APPEARS TO VARY USING 4 JOISTS SHALL BE SUPPORTED LATERALLY AT EACH SUPPORT BY FULL DEPTH NOMINAL BOLT DIAMETER. INSTALLED AND FULLY ATTACHED TO THE TOP OF THE FOUNDATION. "METHOD OF TEST OF SLUMP OF PORTLAND CEMENT CONCRETE" SOLID BLOCKING „'O INCHES IN THICKNESS, EXCEPT 1r'HERE JOISTS ARE (ASTM C-43). SUPPORTED BY A FLUSH HEADER OR NAILED TO A RIM JOIST. 5 INSERT THREADED SCREW TYPE FASTENERS BY TURNING WITH 6 THE SLAB—ON—GRADE SUB—BASE SHALL BE CRUSHED STONE PASSING A 2 SCREWDRIVER OR WRENCH. DO NOT DRIVE BY HAMMERING. FACILITATE INCH SIEVE AND RETAINED ON A 1/4 INCH SIEVE. E DETERMINE AIR CONTENT OF NORMAL WEIGHT CONCRETE SAMPLE FOR 5 PROVIDE A MINIMUM OF TWO STUDS AT EACH END OF ALL FLUSH FRAMED INSTALLATION BY PLACING SOAP OR OTHER LUBRICANT ON THREADS. EACH STRENGTH TEST IN ACCORDANCE WITH EITHER "METHOD OF TEST HEADERS OR BEAM, UNLESS MORE ARE INDIC,A,TED ON pi All. PRO`./IDE 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING POURS TO MINIMIZEFOR AIR CONTENT OF FRESHLY MIXED CONCRETE BY PRESSURE METHOD" ONE JACK STUD AND ONE FULL KING STUD AT EACH END OF ALL b PROVIDE STANDARD ROUND 'WASHERS UNDER THE HEADS OF ALL THRU SHRINKAGE CRACKING. IN GENERAL, WALLS SHALL NOT BE POURED IN T , ,� " ,,-T, „ nr TrnT rnn n1I I,— rr1 I II V ►/L,r11 [,1RnPPED HEADERS OR BEef,�c U I�LESS ��ORE JACK A^In ►c!�Ir_ STUDS ARE BOLTS AND LAG SCREWS AND UNDER ALL NUTS UNLESS OTHERWISE CONTINUOUS LENGTHS EXCEEDING 30 FEET AND SLABS NOT EXCEEDING 20 (ASTM I�n �. X31�, "METHOD yr TEST I rvrx HIR CU1v I uv I OF FRESHLY IwlnGu 1 INDICATED ON THE PLANS. TIGHTEN FASTENERS WITHOUT CRUSHING FEET WITHOUT CONTROL JOINTS. THE LOCATION AND CONFIGURATION OF CONCRETE BY THE VOLUMETRIC METHOD" (ASTM C-173). INDICATED ON PLAN. JOINTS EXPOSED TO VIEW SHALL BE COORDINATED WITH THE ARCHITECT. WOOD FIBERS UNDER WASHERS. F TEST THREE SPECIMENS: ONE AT SEVEN DAYS, AND TWO AT 28 DAYS IN 6 FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH PREFABRICATED 1 , WITH "1 1 GAI VANIZED STEEL HANGERS MADE BY SIMPSON STRONG—TIF; co. INC, OR 8 MINIMUM ANCHOR BOLT REQUIREMENTS FOR A-IACHMEN T OF ACCORDANCE WITH MET HOD OF TEST FOR COMvttsivE STRENGTH OF KANT—SAG CONNECTORS BY UNITED STEEL PRODUCTS CO, OF WIDTH AND SUPERSTRUCTURE TO FOUNDATION SHALL BE AS FOLLOWS: MOLDED CONCRETE CYLINDERS" (ASTM C-39). THE 28 DAY TEST RESULT DEPTH APPROPRIATE FOR THE SUPPORTED MEMBER. INSTALL WITH THE PRESSURE TREATED LUMBER FASTNERS & CONNECTORS NOTE: SHALL BE THE AVERAGE OF THE TWO SPECIMENS. IF THE AVERAGE OF ALL CONNECTORS, TYPE AND QUANTITY OF FASTENERS RECOMMENDED BY THE FASTNERS AND HARDWARE IN CONTACT W/ PRESSURE TREATED CRAWL SPACES AND SLABS ON GRADE: 5/8" DIAMETER AT 2'-9" 0.0. THE TWO SPECIMENS IS LESS THAN THE REQUIRED STRENGTH, TEST THE MAX SPACING FOURTH SPECIMEN AT 45 DAYS. WHEN HIGH EARLY STRENGTH !S MANUFACTURER. LUMBER TO BE EITHER TO BE EITHER HOT DIP GALVANIZED OR [STA rc�1.11 cl llznA AAIn 1zr_ L � 0 IHIINLGJS �rrrJ 1 GGL #JU't /11Vu ifs/ I V FULL HEIGHT BASEMENT: 314" DIAMETER AT 3'-0" O.C. REQUIRED, TWO SPECIMENS SHALL BE TESTED AT SEVEN DAYS. USE ONLY HOT DIPPED GALVANIZED FASTENERS WIT HOT DIP GALVANIZED 7 STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR IN roNNE TORS AND QTAIN pec STEEL uApn\A/ADr \ 1Tu STAIN E QTrrl MAX SPACING CONTACT WITH CONCRETE OR MASONRY SHALL BE SOUTHERN YELLOW PINE """' "" " " " HARMAME " """' ` MASONRY NOTES: CONNECTORS. DO NOT 'mix EITHER TOGETHER Ofd EARLY FAILURE WILL EMBED ANCHOR BOLTS A MINIMUM OF 15 INCHES iLv T 0 MASONRY, 7 INCHESNO. 2 OR BETTER, CCA PRESERVATIVE PRESSURE TREATED WOOD. OCCUR DUE TO GALVANIC ACTION B EEN STAINLESS STEEL AND INTO CAST CONCRETE. INSTALL BOLTS WITHIN 12 INCHES OF CORNERS ON 1 CONCRETE BLOCK SHALL BE NORMAL WEIGHT, HOLLOW LOAD BEARING HOT DIPPED GALVANIZED STEEL ALL EX'TERIOR ,I,A1 1 n MASONRY UNITS CONFoR 4ING TO ,ASTM r-90, GD ADE N—I, EXCEPT THAT 8 BUILT—UP MEMBERS OF THREE PLIES OR LESS SHALL HAVE ADJACENT PLIES Ell l EICIVR ��HLLJ. THEY MUST HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2,000 NAILED TOGETHER WITH TWO ROWS OF NAILS AT 12" O.C. (10D COMMON 9 SIZES AND LOCATIONS OF ALL REQUIRED EMBEDDED ITEMS FOR ALL TRADES PSI ON THE NM" AREA Or THE UNITS. NAILS FOR 1-1 /2" PLIES. 12D COMMON NAILS FOR 1-3/4" PLIES). SUCH AS ANCHOR BOLTS, PIPING SLEEVES, HOLDOWN ANCHORS ETC. SHALL BUILT—UP MEMBERS OF MORE THAN 3 PLIES SHALL BE ASSEMBLED WITH /�OOOrIAIATCII DV THE GENERAL co AITDA, T(D ,A,n-u OTHER TDAIICC '7 MORTAR SHALL RE TYPE c eN_n CONFORM TO ASTM r—')70 MORTAR SHALL 1/9" DIAMETER THRU ROI TS AT 16" 0.C. STAGGERED HP AN_n DOWN WITH BE VVVI.UIIv�"'IILu BY IIIL GENERAL 1,V1�I1V1VIV1. rrllll VIIILI. IIV1L/LJ. BE ONE PART PORTLAND CEMENT, 0.25 TO 0.50 PARTS HYDRATED LIME, 2 INCH CLEARANCE AT TOP AND BOTTOM EDGES. 10 FOOTING r1DAIN INVERTS ARE TO Dr QCT A MINIMUM OF ' IAIrUCQ ADO\/C AND 3,5 PARTS CANn I V I V THE BOTTOMO ✓IM\IIS INVERTS NT I V �� SET n I.III�ILI�LI VI L\V111_e.! -.��.� 9 FLITCH BEAMS ARE TO BE ASSEMBLED WITH 1 2" DIAMETER THRU BOLTS AT NUM. 1 REVISION DA'l'EAND NAME OF ADJACENT FOOTINGS. / 3 COARSE GROUT USED IN PH ASTERS AND WALLS SHAT I CONFORM TO 16" n r STAGGERED U ID DOWN WITH 2 !NCH CLEARANCE AT TOP ♦ ♦, I AND v„1�, „111 \V1 FARANc'E A CONCRETE NOTES: ASTM C-476. COARSE GROUT SHALL BEA MIXTURE OF ONE PART AND BOTTOM EDGES. ASSEMBLE FLITCH BEAM WITH BOTTOMS OF WOOD PORTLAND CEMENT, 3 PARTS SAND; AND 1.5 PARTS PEA GRAVEL. PLIES AND STEEL DI ATC FLUSH. DDOVIDC z-1 /r)” V z /8" V z=1 /r)" 1 LLa/ nl\v STEEL 1 ATE PROVIDE GIVE V- 1/L /� V/ V /� J 1/L 1 STRUCTURAL CONCRETE WORK SHALL CONFORM TO ALL THE REQUIREMENTS STEEL BEARING PLATES AT ENDS OF FLITCH BEAMS. OF A.C.I. 301-89, "SPECIFICATIONS FOR STRUCTURAL CONCRETE IN 4 CEMENT USED IN THE MORTAR AND GROUT SHALL CONFORM TO BUILDINGS" IN IT'S ENTIRETY. CERTAIN PORTIONS OF THIS SPECIFICATION ASTM C-150. MASONRY CEMENT SHALL NOT BE USED. 10 EXTERIOR END WALLS OF CATHEDRAL CEILING SPACES SHALL BE FRAMED ARE PRESENTED HERE O VLI FOR rLARIFII.I IV V AND I flE CONTRACTOR'S r\y'LTH STUDS RUNNING CONTINUOUSLY l (i1%.,1^ SPL)^vED) FR^v1Vi FLOOR TO CONVENIENCE AND ARE NOT INTENDED TO REPLACE OR AMEND THIS 5 REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60. ROOF. SPECIFICATION. 6 HORIZONTAL JOINT REINFORCEMENT SHALL BE DUR—O—WALL TRUSS TYPE, �/ OR EQUAL. PROVIDE JOINT REINFORCING AT EVERY OTHER COURSE. 11 ALL ROOF RAFTERS TO BE TIED TO PLATES WITH SIMPSON H3 TIES. 2 CONCRETE SHALL BE NORI,1AL ;AIEICHT ,j/iTH A MAXIMUM ",'ATER CEIV�ENT RATIO, (W/C) AND DEVELOP A MINIMUM STRENGTH IN 28 DAYS AS FOLLOWS: LOCATION STRENGTH W/C I FOOTINGS AND WALLS 3000 PSI 0.50 INDOOR SLABS 4000 PSI 0.50 EXTERIOR SLABS 4500 PSI 0.45 �I ©'® RONALD KUOPPALA \3 d. �/ , mai 1421 A 1< l 11 1 1 L l 1 V k L - . i(. ..,,.„,„ I -,:7 ,--,\, .>, p-7, ,<, P.O.Box 427 Massapequa,NY 11758 °a ('.^� Tel 516-797-8317 Fax 631-592-9401 ,', . ;' cTi.1Y. rj WART AN RESIDENCE W 1145 Jackson Street Mattituck,N Y U J < Drawing'lrtic: P, P, STRUCTURAL )NCI T ES H 0 Date: APRIL_ 9 2015 o Scale: AS NOTED H cL Drawing No. a. v I- 1 • F - - - - - - -I o . . N 0,- -\ i a \ n L7, a V " 4"x4" PRESSURE TREATED POST i FOR SOIL CONTACT W/ SONA ET POST POURED CONC "FOUNDATION (2)-2"x12" PT -CONT. (2)-2"x12" P? -CONT. (2)-2"x12" PT -CONT. BELL OUT FOOTING W/ SIMPSON - - - - • (3)-1 3/4" x 16" LVL/PSL - FLUSH & L --I W/SIMP CN CAP/BASE W/SITS%CAP/BASE W/SIMPSON CAP/BASE BCSZ TO GIRDER - TYPICAL • AL TO GIRDER BCSZ TO GIRDER BCSX TO GI ER II 1 in—aa•,, ••a a•••a. it I 1,110111` • III A III II Ill • `,III a -I I - _ ;1111 FLUSH - TYPICAL FLUSH - TYPICAL FLUSH - TYPICAL I II 1r _..1-,;.:.rA:.:.;.�.�.s:.:•:�:.:��:•:. 1 �_= \�?\ \\\\\\\\\\\\\\\\\\\\\o\\\\\\��\\o\\\\�o�o\\�\o�\\\\\\\\\\\o\�\\\\�o\��o�\o\\\o\��\\\o\\\\� �- a s ,� L �I - - - - - - ��` - - �� - L - I Ir•1T - 4 r 7 \ � t •. �\ 111 N I ':' = 1 m 44 4I I 4 Si '- ." POUREDCONC_FOUND_ WALL la ,-� I \ / cy5 w 0 PROVIDE GALV.MANHOLE STEPS ON A 1644x8" DEEP •\ _ I / ' "-' N Ui I IN AREAWAYS FOR EMERGENCY ESCAPE-TYPICAL POURED CONC.FTC. .'`; .s. .1 C1 F- . QC -i SET WALL -4" BELOW T.O. SLA :•:; UNEXCAVATED x IA II 11 �,1 II II II 11 m .. a (2)-2 x12 PT -CONT. o (2)-2 x12 PT -CONT. (2)-2 x12 PT -CONT. li :: 11 C1 1 1 • \ U "• -' N I W/SIMPSON CAP/BASE p WI 5iMP50N CAP/BASE WI SIMPSON CAP/BASE p GRAVEL - PITCH TO DRAIN - TYPICAL i 5 CONC.'LAB W/ \ ° BCSX TO GIRDER x - d '�= 61111-Wa4xW14 W111F. ;� 1 / \I / \ 0-,_U;,i-4 - TYPICAL el+- FLUSH TO G RIDER FB SZ TORRID �' ON A 4" MACH INE COMPACT el .A N I I r 0 O 1 r: SAND BASE AND 5UB-BASE \ OPEN CELLAR 111 = = 1 l (01 - - �Q1 - - tit .o! i1AC+4INE COMPACT BACK --i • .❖ FILL IN 12"LIFCS ,\ 4" POURED CONC. + 6 MIL. -a I - - - N ° ° .4 • POLY VAPOR BARRIER =,, = �_ p •a �`\ ON A 4" MACHINE COMPACTED x I \\\\ \\\\•,\N„\,,\,,,\,\,,,,\\\\ '' • .. ,_ SAND BASE AND SUB-BASE cv x x L >tu I .. ❖: K. a • . I ^ I ( \ '-g,'; .� 711x112” RIM JOIST . • \ _0 (2)-2"x10" - LEDGER BOARD LAGGED INTO CONC.FOIA (2)-2'x10" - LEDGER BOARD LAGGED INTO CONC.FOND WALL 1 -1- - I 1 • ❖i `''• ' W(1/2'.GALY.LAG BOLTS•12"0.C.-STAGGERED' - '4 0 W/I/2".GALV.LAG BOLTS e 12'O.0-STAGC D i I ••; \ \ HUGH AND LOW WI SPACERS BETWEEN LEDGER BPS. i `2 HIGH AND LOW WI SPACERS BETWEEN LEDGER 806. ° (g2-2 n)_211x11 (2)-2"x12" FLUS J ,a L - . \ L 'N (4)-1 3/4" x 11 1/4" I- -I -� ..: • \ \ Q II I - a ► a\�\\o\\o\000\0000\o\o\a\moo\ \\�o\o\\\o\\0000�\oa\\\\\\\\\\\\\o\o\\\\\ L DROPPED \\\\\\\\�a\\\oo\o\\\o\\\\o • . 1 iiiVISI. -,�.!.�.vo.!.�.�r.�.�.�.:.�.:.�r.�.�.�.�..•+❖.�.�! ---.h\\ - �. \\ \\\\\\\\\\\\\\\\\\\\�\\\\ r � ILVL/PS I \ = � �� •� � I�1111_11' • � � -. I�III�I NH i i Il 111•I n III ° a A \\ I — — \\\\\\t�\\\\�1\\\\\\\�O\\\\\\\\\\\\O�.\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\S\\\\\\\\\\\\\\\\\\��\\\\\\\\\\\\\\\\\\\�5�\\\\'\\\\\\\\\\\\1\\� L\\��\\\��\\\\\\\\\.�\\\\\\�0��\\\\\\\��\\\\\\\\\ \\\\\\\\\\\ IN I • III 111 III 1 �IIIIl1�IN�1111 I x L — — — — - - - � Z 11 I J \ r - - - - 1 I N -1 k L lb . - in I I 3 o I b I a \ i - x I I I I= (2 )-2"x12" FLUSH = 12" POURED CONC. FOUNDATION WALL -Er - - - �., ` Vs 2 ON A 24"x12" DEEP POURED CONC. \\\\\\\\\\\\\\\\\\\\\\\\\\\\N 1 II -i u a 1 '� FTG. W/ (3)-*4 BARS CONT. i1 • . ° MI I I -i -1 - -i -i x I\ / \ /-I x - + 6" BRICK LEDGE - TYPICAL I- Cl Cl Cl C i `� z iv I ',4; \ /1— —\), / ,'? " �• . _ I I 1 I�I.1t ,_ • t' -( -� 3/4" x 9 1/4" LVL/PSLI- DROPPED (3)-1 3/4" 9 1/4" LVLI/PSL - DROPPED (13)-1 /4" x19 1/4" L /PSL - DRIOPPID _ NI I (3)-113/4" x 11 1/4" LVL/PSL - DROPPED 1 r 1 1 I IK1 II / 1 Q F3.0 I F5� / �I Ilr 1, / L F4��N>.= — — --1 1 O -' l J F3 0 (2)-2 x12 I 1 - _ 1_ �4 /� I \�/ I I I = I I �_ _ o • l I HSS 3 1/2 44x3 1/2"x1/4" -' --i 12" DEEP POURED FOOTING 12" BEYOND u. STEEL TUBE COL. - TYPICAL 2 I r- - - _ _1 u.. BE • � OBOT WAYS,WALL, "C AR FROMBTTOM v - - , n v ' im � IE" ° I I ° ° c-3 ' a 1 \ I 11_� IIII"a ° _ a ° ° - a-\I I7 (3)-1 3/4" x 11 1/4" L - - -1 I- -I A - - - - n �, !111 I I I- -I \ LVL/PSL FLUSH \\\\\\\\\\\\\\ I L� L - - - -1 \ 1- - -1 A 11..11 11 b/�1 lr'ff-ems art l/- L, HAUNCH W/ (2 4 BARS CONT_1 I r k HI \HI \ (3)-1 3/4" x 11 1/8" LVL/PSL - FLUSH 1 k... 1 S O O O C� ,41"f f N,C ,41 1 NOTES: __ Ts� -- COLUMN FOOTING INc SCHEDULE: -- - 0 Tr.,- --,, n -ki „} SCALE= 1/4" = I'-0" • 0 INDICATES POST F3.0 3'-0"x3'-011x1'-6" DEEP L L. 'J POURED CONG.FOOTING =• 0 INDICATES POST FROM ABOVE W/ (4)-15 REBARS E ACH WAY 2" CLEAR FROM BOLT. • ALL POSTS TO BE (2)-2"x4" UNLESS OTHERWISE NOTED F4.O 4'-0"x4'-0"x1'-6" DEEP �__ POURED CONC_FOOTING =O �- 5�� [,C)NG-SLdF3 W / • ALL HEADERS TO HAVE W/ (2)-2"x4" JACK STUDS + 1 KING EACH WAY�2" CLEAR FROM BOTT_ �" " Mx WW - I6 „ - INE COMPACTED ALL INTERIOR NON-BEARING HEADERS TO BE (2)-2"x811 F5.0 5'-0"x5'-0"x1'-6" DEEP t SAND BASE AND SUB-BASE • POURED CONC.FOOTING = I MACHINE COMPACT BACK • D.J. = DOUBLE JOIST WI c6J-445 REIBARS ri L iN 12"LIr S EACH WAY 2" CLEAR FROM BOTT_ ' 2'5(12"X12 1 m16 Gc_ I PITCH SLAB TO DRAIN • LVL/PSL = LAMINATED VENEER LUMBER (LVL) AND PARALLEL STRAND LUMBER (PSL) a v \ L SEE GENERAL Sr I .LI .I b1RAL NOTES 'SHEE1 - j \ I ..2....,_••,•_,•••Oi • •4:.:-:;:;:;••••••••••••••;2 • ••Oi:❖i ® = INDICATES INTERIOR BEARING WALL = INDICATES INTERIOR BEARING WALL ABOVE .•.. I (3)-I 3/4" x 14" LVL%I-SL - FLUSH I .eri � I o- - �� I I � :'o: • BOLT TOGETHER 3 OR MORE PLY BEAMS WV 1/2"0 CARRIAGE BOLTS I I I I \. = I I I I •„• e 71_0i" OC _ STAGGERED ❖O DBL. _ r•••' ....'yam / I I \ x I \ / _ I •••4T.O.NSET WALL -4” BELOW TSLAB I NOTE: j DBL.JOIST _ i \ / : I NO FLUSH WOOD BEAMS ARE USED IN THE STRUCTURE 1 1 I I — ` IA- A I .. NUM. REVISION DATE AND NAME ' _°� I I ! / Iµ / \ • • ! 111 1 I7,7 \ .1. 1 • I \ 1 .♦ i. HI . III • • Ili, • III a 1111 • ° • • n r:: L D ® RONALD KUOPPALA ,��•"D ��C �`, in A K 1. H 1 1 L ,. I U K L //X3 C.p KUpti, �'C ' 6ry� O<�h s,\ C- C .. �� Ct1 g:VA I' "' ` .' P.O.Box 427 Massapequa,NY 11758 ): . Tel 516-797-8317 Fax 631-592-9401 ,� �1` �r`�;, W WARLAN RESIDENCE 1145 Jackson Street Mattituck,N Y U N Q J < Drawing 11tnc: a P, 5 i-IK5I FLOOR FRAMING ELAN Q 7 0 P= Date: APRIL AS 9NOTED 2015 o Scale: F- Drawing No. a (1. kn 3 (2)-2"x10" (2)-2"x10" II II.� .,;,ar :IIIli=111111=Ii111111 ii11 1 k u_ Il `c lh - Z X � II (2)-2"x5" - FLUSH (2)-2"x10" (2)-2"x10" ,c) S 1 I PREEPRESSURETREA ED OW - — 11 U I11I1■I I I II I I 1 11€1 ® -—it t\\N\\\\\\\\ ( I� \\\\\\�\\\\\\\\\\ = g •C2)-2"x10" - - - - ' 0 0 _ L ' BEARING WALL 04 z ,_ LL 15-:„.z? . ... X 2"x43" F.J. 616"0.C, BEARING WALL _ -" - - / 4( A D DNO T V n PRESSURE TREATED "' x to II -.:i .P ?Thi i > i 1 > > � r 1 (2)-2"x5 11m W 1 - (4)-2"x6" POSTI I I I ' (4)-2"x4" PO ,. r p- I X UP4DN 1111 I I I I UP AND v,. ZQ X T X f __---- -...) , . , ---- 7 It N /B)_2"x6" POST (2)-2"x10" _ 04 ia n u _ 1 "�- 0 n n _' a C� O ti " u u ki " r 0.t-1 I,l� (2)-2 x8 FLUSH I / ALL (3)-1 3/4x9 1/4 LVL/PSL N I o 0 1 C2)-2 x10 Fr=441 IG= TC=A T=fes I • l J `'� " I �.,....•.�,... , �,--. �... (3)-2"X12" - 1=LUsH - ---- -- -- -- •• � ...,, s .. Z IIS: !J - - �_ _ - - _ _ _ w Ili HI - III III Nl�lu1 - 'Ill IIIIii ii in; - -�� — III 1111 C2)-1 3/4" x $ 1/2" LVL/PS I I 1�1 „ ,i__ .,...„__.,„_ _ III I H H I II =—IuT IT — — — I l l li l :r ,_ _ (2)-2"x10" (2)-2"x10" o X411/Hurel UPSET I Ls) 1 \ ,CM • LL dp I 7..xI VIII II u_ - (-‘4 (2)-2"x10" ^ I ”` Li I m I x n`"� 1 (6)-2"x6" POST- UP (4)-1 3/4"x20" LVL/PSL _:x4 ..._4_. L _ 11.t1. \ v IUIl,:;:1- :111111I U _` / v (3)-2"x6" POST O 0 * (2)-2"x5I !liu C6)- "x6" POST z x A \ I © ■_�ftt (2)-2"x12" `v 0 Dr3L.RATTER' II 15 _, o re (4)-1 3/4"x20" LVL/PSL r 1 - _ FLUSH .� W/ (3)- U1"x15" STL.PLATES kif o �� f 1 =-� ! 2)-1 3/4" 1 1/4" LVL/PSL - in _ FLUSH DBL.RAFTER =9 / j `!+ r `a"'� 111`\\\\\\\\\\\\\\\\\\\\\` DN-2"x6" Post - r 1 III I o II \ i( \ /A X _ A is I •�I /p .. (d�)_1 34411x2T11 Li�.li Cv'L 1 ._'I ^ — N - - I _ I \. LL LL \ 1 \\ \ I ° IIIc.s — )IFL _ I — 1= ,�� _ ALSE ROOF (2 J_2,.x�•• � / `g - '',.(z - BUILT OVER . .„- I FLUSH / I A1'i r �^Q�. 61 o I d ��,2" A to /A� x x (3)_��,.c," COST. ti/u16"O.0 v. 4 ' r :: I _, _ .._ . _ (3)-1E3/4" x 1/4" LVL/PSL ,-- cv C3)-2"x6" POST (3)-1 3/4"x9 1/4" LVL/PSL (3)-1 3/4"x9 1/4" LVL/PSL - - - - ,,, _ - ,_, DBL.JOIST �DN - PRESSURE CREATED j. (2)-2"x10" ,..I (4)-2"x6'" ' _1 2"x8" R.R. Z4 '(3)-2"x6" 1 2"x811 RR I „•16"0:C. x - 1 POST UP 1 ®16lV"OAC. LI ^ I 2"x8" RR. V I I 1� N 1 II N I I, e16""pc. =_I .1 N XI I( fir, � 1r -1 = 11 '� 2°x 11 X ' � „ I I „elb"p I /x I IL ZIT' I y F4 LI�-74 1POST UP I / 04 I I N 161 I = 2"x8" R.R. - II{ — IIII I FLU51-1 -�A .16"06.- 11 iiii2 N F L o o 1 AN 1D 100F F IA1"f F NC L AN NOTES. 9. i911 QQ e1c,��nr I L ilY,�II Q FLUaleo5W 14 ) SCALE: 1/4" - 1i-0" • 0 INDICATES POST `"' v -_ v= naI tnlaT ✓rte.vv..vi N(3)-2"X6" POST • ❑ INDICATES POST FROM ABOVE f( 1 2"x12" F.J. ecikO DN - PRESSURE TREATED • ALL POSTS TO BE (2)-2"x4" UNLESS OTHERWISE NOTED ( i v _ ;' _ -. • ALL HEADERS TO NAVE WI (2)-2"x4" JACK STUDS + 1 KING -_- 1 '- 1 • ALL INTERIOR NON-BEARING HEADERS TO BE (2)-2"x8" 'a J fk • D.J. = DOUBLE JOIST N I CO • LVL/PSL = LAMINATED VENEER LUMBER (LVL) c•i x AND PARALLEL STRAND LUMBER (PSL) ( / �' SEE GENERAL STRUCTURAL NOTES SHEET =-_ ' ;; � 1 III 1 011 - ® = INDICATES INTERIOR SEARING WALL I cA I -(3)-f"x4" POST C = = INDICATES INTERIOR SEARING WALL ABOVE I I i I I J I 1,� DNDN, • BOLT TOGETHER 3 OR MORE PLY SEAMS WI 1/2". CARRIAGE BOLTS I I I I I I NUM. REVISION DATE AND NAME 2I-0" 0.C. STAGGEREDnTAIIERE . . . u ill 1 I' I .4 i AT,,,x0, NnTF_ e co L✓ vN 1/ I v " Nn FI I ISM I OOD REAMS, df?= I L4=D IN TIE STRUCTURE — - 04 Ll X XI .i Ir 1 cm i \ CV 11 IltH i8I 11� DI ii (2)-1 3/4" x 1 1/4" LVL/PSL -. (3)-2"x6" POST MI ® ® RONALD KUOPPALA c,z/.,` A K 1, Fi 1 1 E l 1 u iK E roi ICI [ ("370, T .4>::,,/..5771� °�'�,. ''�� 1-- e, ;:.-74.il( ,\'� . ,,,, ,/' P.O.Box 427 Massapequa,NY 11758 0'�,A'\3"; / -' Tel 516-797-8317 Fax 631-592-9401 ''''' '2'''Win,- C7"-\' U• WARLAN RESIDENCE p- 1145 Jackson Street Mattituck,NY U r,! Q Q Drawing I it1e: a a xSECOND FLOOR ANL-) ROOF ,. FRAMING PLAN a 7 Date: APRIL 9 2015 n o Scale: AS NOTED H Drawing No. CD a c‘ n v U Ca)(U) f (4)-2"x6" POST (2)-2"x8" /DN (2)-2"x8" imIIN1 ii iv iii: ——:lllmllu g _ Co �2"x12"I R.R. e16"O.C_ I ,211x12" R.R. e?16"OAC. cr �� v '' v 4. r ', 111 _ w ,(4)-2"x6" SOLID 2"x6" INSIDE CORNER,\ k I /AnL ID 2"x6" INAIDE �RNEQ (3)-21111 — (2)-2"x8" (2)-2"x8" \ I }1 / to x det-6 iii ki r ._,.., _ 11 ._,I \--,„ ,. -1r - t1C41 A V Iii ------ e .4\/ ---- 7 z,o, Z1 [A_\-4k , W U � (4)-2''X6'' P C55T = - -1 �}. �+� -� .t DN X z N to 1• \ / I / _ /DN x6 POST / � ° DN o _ ♦f- /n 1 1 7/211..14" I %A /nal GIr�/t (3) 1 3/411..1411 1 V /rS RIDGE �_ lrY�[SS- I'_-.I tJ/-1 J/'t /l=L.YL/1-VL r% m= mom 1JI�1 J/�f /C I't=Y�/I-VL I�li/t,R '' / e —` I I I_ `POSTX6DN P nv (4)-2 x6n 0 v(3/1 3}14 14" 1.11_/PSL roGE DP St I HH , _ io H _I , CM 11I I I I I _ ( )-2 (2)-2"x8" 11 -1` —(')-211Vs,11 — •u11it:�;111 111;;111 11 JM IIL iii::11 , m ,II i_ VIII 112 IIiI ----„,,,� - (2)-2"x8" (2)-2"x8" (2)-2"x8" (2)-2"x8" (2)-2"x8" ( 1 (4)-2"x6" POST DN it I------- II 5101 O e 1 Zox L I DN ;1 (6)-2"x6" POST ' ° �- T I (4)-21X6" POST A (. L;.I � (3)-1 3/4"x14" LVL/P5L R DCxEDN a ... . ti Ili I ; cll CM cq X / \ / \ / \ / \ n C�C,1= Ff- ANI I lNlC 'L A I NOTES: �..j SCALE: 1/4" = 1'-0" •0 INDICATES POST • ❑ INDICATES POST FROM ABOVE • ALL POSTS TO BE (2)-2"x4" UNLESS OTHERWISE NOTED • ALL HEADERS TO HAVE WI (2)-2"x4" JACK STUDS + 1 KING • ALL INTERIOR NON-BEARING HEADERS TO BE (2)-2"x8" • D.J. = DOUBLE JOIST • LVL/PSL = LAMINATED vENEER LUME5ER (LVL) AND PARALLEL STRAND LUMBER (PSL) et. /_Cw ICo A I a-1 10-.11 len A I ♦IntCCt. al 1 -e- ,..•&-i- v1-1,1_1v-11. v,lwevl�r1� I'% lav vnii .l NUM. REVISIONDAl'EANDNAME ® 6 INDICATES INTEF'-IOR BEARING WALL 1 C = = INDICATES INTERIOR BEARING WALL ABOVE I in • BOLT TOGETHER 3 OR MORE PLY BEAMS W/ 1/2"s CARRIAGE BOLTS • 2'-0" OL- - STAC&rzERD I I NOTE: NO FLUSH WOOD BEAMS ARE USED N THE STRUCTURE I N I� III ® D RONALD KUOPPALA e — A 1t L H 1 1 E L 1 L k b E D ARCc�� K-^'1T: P.O.Box 427 Massapequa,NY 11758 / <"P�� Kuo'', ,'e ' Tel 516-797-8317 Fax 631-592-9401 ,,,.1. ,,,f-0��,1 . ;; W WART/AN RESIDENCE r-j'. \ 1145 Jackson Street Mattrtuck,N Y r;,@+; U N Q J < Drawing 11tic: a 0. sZ ROOF t-AM I Nc t-'L1AN I, 7 0 Date: APRIL 9 2015 p Scale: AS NOTED F Drawing No. C.\ A P.C 1 /�LV 9 L ` / / LI I I �n j�� / , oLv IF N / Lv Lv LY — N \�----��--A -- o�l I (I �1 1 _ GsFI I l J Ii -I L___ji 5- o Lv !Y \ --- - -- ------ // �__� I ---- \ '-'N / èLv Q. vLV NLY LY I I 0 I 1 GFII \ \ TO 2ND I of I I 1v Lv .. 1' / — —— t \\/ \\ /I \ \�\ n FLOOR�I-Q 1—\ --Q l� '. -tom _ fla),_, _40-/ ______40- r ) / ! . . // --- — 0 I l' Ly / \ / / / \ Jn nn .i--(v / �o-Lv--- -o�v�- - �lJ�v�-- Lv tr , Ur tai l I \ /I� y\r1 LY ` / I i` I ; �' \` GI WI d�9 Ly I I ° O�LY L V O f lJ 5 o // p I LV Y— 5 �� I I m---� i-tell—1 \ G S /rO O o D / 1 G , G r‘LYo, �Lv n 1.10 0 I-------1 il1----1111--II Ii % LY i I ;----. 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P11; 51- F C ELECT I CAL_ PLAIN LEGEND _� ..1 ,� \ L m NOTE: /- SCALE. 1/4" = 11-0" DUPLEX RECEPTACLE MTD_ IN BASEBOARD * 1ST PLR /Q j / �\ Lv 0 i " �+ ALL OTHE1rR cAN ? r.J1'TOKE. _DETECTOR - HARD WILD TO S1=PAR4TE BREAKER \ / / \ / PROVIDE AS REQUIRED TO MEET CODE I g I /' - Di„=„1-DEDICATED RECEPI MtnIN RASEBenaon ® 1AT PLR CAQi 'N MONOXI G- DP DETECtnF? `� �.,. t �O AND 12" ,4 FF. ALL OTHER U.O.N.- \---:/vFROVii5E AS REQUIRED TO MEET CODE 1 � Ll ) I � �U ' t nl I A t 1 of-CEPT A/-I MTD IN 1 A CCt� A cr e CI c — 1 W 7 +� LfC�A,""li�. II.�V I I,`1tiL 111Y. IIY J'—�V�. Y`11�/ 1ST I�I�. AND 12" AFF. • ALL OTHER U.ON. _ \ 0-1 WP �UGF1 � \ L - - - h Lv GFI -c- OUP_SPLIT RECEPT.MID. IN BASEBOARD e 1ST PLR AND 12" AFF_ e ALL OCHER U.ON. / II ^ \ I / -l- J /� cnn, II O FLOOR DUPLEX RECEPTACLE DUPLEX RECEPTACLE W/ GROUND I ( 1 GTFAULT INTERRUPTER 1 0.\---'� \/0 /6 LY \ / y' I 0 DUPLEX RECEPTACLE - WATERPROOF \ I _ I I I o , I I I I�� i I I I I I I I II ® PROVIDE AS REGO2IRED TOMEET CODESEPAR,4TE BREAKER lil 1 \\ l�Ly �, TWO WAY SWITCH MTD_ ' 41-2" AFF_ U.O.N. I 0 LOFT p II y 1 $3 THREE WAY SWITCH MCD. e 41-2" AFF. U.O.N. & Lvr I N.. -----44)----...r.: - I I _ 6 1 FOUR WAY SWITCH MID. 4'-2" AFF. UAN. ` 1--— ' $1:, DIMMER SWITCH. LUTRON DIVA l�N Q.,- \ Lv LV :,,,bLy NUM. REVISION DA'1E AND NAME i J- ^-"VJ II i I I I `O 0 RECESSED DOWNLIGHT, 511 APERTU54E, WI MATTE WHITE BAFFLE � � 4 AIR SEAL IC W/AP BULB. TO BE LIGHTOLIRE(*1005) OR EQUAL L� ..-N./—-- r-.Th1 Lv RECESSED ADJUSTABLEf� LOW-VOLTAGE DOWNLIGHT, 3-3/4" LY Ly L.V /-hf ERTURE, MATT TT Ill '�I-II I E i.J!' MLE 4 AIR: :MAL 1C 'W/ I.IIf. 51.;Li,', BY HALO OR-EQUAL G I � ®l-v RECESSED ADJUSTABLE LOW-VOLTAGE PICTURE LIGHT TO BE SELECTED BY OWNER II Illl I 1--1-0) WALL MTD. RECESSED JUNCTION BOX, MID_ e 61-011 AFF. UNLESS OTHERWISE NOTED(U.ON.), FIXTURE BY OWNER • PENDANT MOUNTED LIGHT FIXTURE BY OWNER Clip WATERPROOF LIGHT FIXTURE N NUTONE QT-100 EXHAUST FAN VENTED TO EXTERIOR ® ® RONALD KUOPPALA ILA I&a1 A K 1. H 1 1 L 1, 1 U K L • NOTE: ELECTRICAL CONTRACTOR To VERIFY ALL I IGHTINr FIXTURC 111 ITLET CAI;i P.O.Box 427 AND TELEPHONE LOCATIONS AND HEIGHTS WITH OWNER AND ,,',,, ,E.1-----57R-6>,,,, Massapequa,NY 11758 �� Tel 516-797-8317 Fax 631-592-9401 GENERAL CONTRACTOR PRIOR TO ROUGH IN. /4: aF�o KuoA\c \� �Qr (ory I, e1, x� I x `\\ ` hlj WARLAN RESIDENCE �2�113 1145 Jackson Street' V Mattrtuck,NY Hi .< Drawing Title: a a Z t=1K5 I FLOOR ELECTRICAL RIC,AL .. PLAN 7 o Date: APRIL AS 9NOTED 2015 o Scale: E~ Drawing No. a r --I C , 1) `k`y 0 O LV 0 \�\-'' �_------� / \ 7 77 j /I L I O / I / ' I I Ll cOg-3 .. I --� \ o , v 4...../k5 � LV L O^`Y � Lv LY V.�-- ---- . LV O J� -ciP -- OWP - ' / / � �I 7'-`)/� / 1I I I I 0tY 1_1_1 ,'"' ---_I---R LV 1 \ \ / lII1II x1111 : O 1 1 0-Lv _ __ -o�v`- -__„o�v� - ,.( Lv\ TO 1ST I— 0 0 FLOOR __;._______7_t______If_______.... �- �Lv % T Lv O'P � � ' 1 O:y io L^ L — � II i t3° 4 / w `70\ 'N 1 /`� \ / \ A. Lv \ N ,h I I I��1 I i 1 e' i E . \ L OO /I I _ 1 °. / A `may 30 LV • LY - O / O 0 i \\ TO 1ST /\ FLOOR / \ / \ I / f. CDS 1 . S_ CON1� FL COR E L CT1<' I CAL 1=LAN LEGEND 1.1„1-=_ ( I•l`., I L_;II ) SCALE: 1/4” = 1'-0" ___ DUPLEX RECEPTACLE MTD_ IN BASEBOARD e 151 FLR „��,.� �� ,,�� ,,, I � �� „��,�.�� ,,. n 0 AND 12 AFF, T ALL OTHER LION- U 8I-ICJI\C ur=I>=C.I vI� - r►, IREI wi> Fv I C aOi-�Iw I vtRE,KER /N,-. 4 L PROVIDE AS REQUIRED t0 MEET GORE / _ / 00 ANDD 12'ED IC TEDL OTHER U T IN BASE OARD * IST FLR. U CARBON MONOXIDE DETECTOR I PROVIDE AS REQUIRED TO MEET CODE I I -e QUAD- RECEPTACLE MTD. IN BASEBOARD * 1ST FLR 1 I AND 12" AFP_ T ALL OTHER U.ON_ \ \ -e DUP_ SPLIT RECEPT_MTD_ IN BASEBOARD 6 1ST FLR AND 12" AFP. T ALL OTHER U.ON. \Q LV p LY O FLOOR DUPLEX RECEPTACLE ' / 0 DUPLEX RECEPTACLE WI GROUND / GM PAUL T INTFRRUPTFR 1 C5) I \ 0 DUPLEX FECEPTACLE - IIIATE ?PRE ?\ wP YLv YLv 1 I. Ci SaI-MaIAOKYnCGp!E"h TGdEaIC«COn.fGFl l�C: HAI VRDsI I�WIR•rI ED TOC SEPARATE BREAKER \ I \ \ I - 4 TWO WAY SWITCH MTD_ 4 4'-2" APP. U.O.N. \ \ $a THREE WAY SWITCH MTD_ T 4'-2" APP. U.ON_ TO 1ST FI nnR \ FOUR WAY SWITCH MTD. 64'-2" APP. LION. —+ \ NUM. REVISION DATE AND NAME k) DIMMER SWITCH. LUTRON DIVA �\ LV LV /`' LV I I 0 REAcESSED DOWNLIC:HT, 5" APERTURE, W/ MATTE WHITE BAFFLE \ 4 MIR SEAL IC W/AP BULB, TO Bt= Ll rl I iRci+iu"i0✓i CR cQuAL Lo-' -- i-+ `o q„ RECESSED ADJUSTABLE LOW-VOLTAGE DOWNLIGI-IT, 3-3/4" LVI Ly b LV " APERTURE, MATT WHITE BAFFLE 4 AIR SEAL IC W/MR16 BULB, I BY HALO OR EQUAL e RECESSED ADJUSTABLE LOW-VOLTAGE PICTURE LIGHT TO BE SELECTED BY OIIlr1ER n II WALL1-0 a IM��tp_RECESSED JUNCTION BOX, MTD- T 6'-0" AFF_ UNLESS OTHE RW NOTED/IU. -U, FIXTUE RY OIUNE /1' PENDANT MOUNTED LIGHT FIXTURE F5Y OWNER WATERPROOF LIGHT FIXTURE 0 NUTONE QT-100 EXHAUST FAN VENTED TO EXTERIOR 0 0 RONALD KUOPPALA ®7® � MENI A K L r1 1 1 L L ILK L NOTE: P.O.Box 427 Massapequa,NY 11758 '''-':757R-6-7'. ---.� Tel 516-797-8317 Fax 631-592-9401 ELECTRICAL CONTRACTOR TO VERIFY ALL LIGH I INC 1-IX T URE, OUTLET, CATV ��- � ARS'''/ '•.. AND TELEPHONE LOCATIONS AND HEIGHTS WITH OWNER AND =1:ER Al COI*1Taiv►GtO� ��i0� tv Imv;II��.?II ii�'1. �0�� ,�t) KU pp ` '> e *c\ :'fi L F—'w WARLAN RESIDENCE p. \:4-:_:,. -" x 1145 Jackson Street Mattrtuck,NY ' ' l‘'.\,...e-L:::(:./1. 1 C(,), i , .-- Q Q Drawing'I itle: P. P. 5 SECOND FLOOR ELECTRICAL PLAN 7 0 Date: APRIL 9 2015 E cv AS NOTED Scale: E—. Z0 Drawing No. a rn 0 Cl