Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
44409-Z
.rte �o�s�EFOt,�cD� Town of Southold 1/26/2021 P.O.Box 1179 0 o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41777 Date: 1/26/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1045 Tasker Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 33.4-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/6/2019 pursuant to which Building Permit No. 44409 dated 11/14/2019 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: alterations and additions, including accessga garage with unfinished attic space above attached by breezeway, existing 4 bedroom single family dwelling as applied for. The certificate is issued to Piacquadio,Pietro of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44409 1/12/2021 PLUMBERS CERTIFICATION DATED 1/13/2021 Jo Naranj A6 ' ed Signature sv ottc TOWN OF SOUTHOLD BUILDING DEPARTMENT C2 z TOWN CLERK'S OFFICE > . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44409 Date: 11/14/2019 Permission is hereby granted to: Piacquadio, Pietro 1045 Tasker Ln Greenport, NY 11944 To: make interior alterations to an existing single family dwelling as applied for. At premises located at: 1045 Tasker Ln, Greenport SCTM # 473889 Sec/Block/Lot# 33.-4-29 Pursuant to application dated 11/7/2019 and approved by the Building Inspector. To expire on 5/15/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $462.40 CO -ALTERATION TO DWELL $50.00 Total: $512.40 Building Inspector Ix so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 .devlin(cD-town.southold.n Southold,NY 119711 sean-0959 tet' �® y'us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Pietro Piacquadio Address: 1045 Tasker Ln city,Greenport st. NY zip: 11944 Building Permit#: 44409 Section- 33 Block: 4 Lot 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor- DBA: Tucker Electric License No: 4926ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition IX I Surrey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 40 Ceiling Fixtures 6 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 3 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 36 CO2 Detectors Sub Panel 100X2 A/C Blower Range Recpt Gas Ceding Fan Combo Smoke/CO 1 Transformer UC Lights 2p' Dryer Recpt Gas Emergency Fixtures Time Clocks Disconnect F1 Switches 37 4'LED Exit Fixtures Pump 11 Other Equipment. (2) -Floor Heat, Fridge, Mini Fridge, Gas Oven, Gas W/D, DW, Micro Notes: Garage Addition and Renovation of Kitchen/Laundry/Office Inspector Signature: S>ZLDate: January 12, 2021 S Devlin-Cert Electrical Compliance Form.xls o`y0$OpT�;ol i Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 _G Southold,NY 11971-0959Ql~ �� BUILDING DEPARTMENT ! TOWN OF SOUTHOLD I CERTIFICATION r / , Date: U Building Permit No. / q Owner• j �Y� \2C 2 (Please prin Plumber: � cJ ease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Alumbers Sworn to before me this � 3 day of J avZ , 20_2L_ Notary Public, .Coag{y RONALD E REATHERFORD Notary Public—State of New York NO OIRE6207490 Qualified in Suffolk County My Commission Expires)un 15,2021 �o�a0f SOUTyO� ' # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycournv��' 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [" .] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ `"] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: D Adw T— ) p - O J� DATE INSPECTO J4 {�ocl hoOF SOUTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1802 Y INSPECTION Y] FO NDATION 1ST [ ] -ROUGH PLBG. NDATION 2ND [ ] INSULATION/CAULKINGMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: o DATE0 a r vol INSPECTOR l O� �a�F SOUI�o # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION - FOUNDATION 1ST [ UGH PL13G. [ ]- OUNDATION 2ND - [ INSULATION/CAULKING dFRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]-'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: A n if o� VVI SSS w ok'Z e DATE t® ?J INSPECTOR OF SOUKO� ! Ll 0 9 10 l K L # # TOWN-OF SOUTHOLD BUILDING DEPT. °`ycnu►m,��'' 765.1802 INSPECTION [ ] FOUNDATION 1ST [° ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] . INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]- FIRE SAFETY INSPECTION [ ] 'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE : -2-0 INSPECTOR- OE 30(/l�° YYY h !o # TOWN OF SOUTHOLD BUILDING DEPT., 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [r UGH PLBG. [. ] FOUNDATION 2ND = [ INS ULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-&CHIMNEY- [ ]`-FIRE SAFETY INSPECTION [ "] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION " [ ] ELECTRICAL (ROUGH) [ .] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 41nCAMJ DATE INSPECTOR OF SOUTyolo LIL19 09 /o H.5 tAl * * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 :1 NSPECTION [ ] FOUNDATION 1ST [ _] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) IPELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: i DATE INSPECTOR �� { l 1 OfSOUT ------ --- - ---- -- * # TOWN-OF SOUTHOLD BUILDING DEPT. °�yrou,m ' 765-1802 -INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] - FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] ' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR r FIELD INSPECTION REPORT -PATE COMMENTS n v U � FOUNDATION (IST) ` H ------------------------------------ FOUNDATION (2ND) t� z O DV_V PW �y W ROUGH FRAMING& PLUMBING Q y � 1 zln 0 f ' t • r INSULATION PER N.Y. y STATE ENERGY CODE 1 FINAL ADDITIOIJAL,COMMENTS 5 Z� • 66 D AA ly -m -�-a -W. uA ` r% Q) C® V' y ' � O ® z d TON'VN OF SOUTHOLD BUILDING PERNIIT APPLICATION CHECKLIST P BUILDING DEPARTMENT Do you have or need the following,before applying? 4, OWE BALL Board of Health - +4SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 , / Planning Board approval FAX:(631)765-9502 //7/�yn� Survey RM Southoldtowriny,ov PEIT NO / (/ Check Septic Form N Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined— 20 Single&Separate Truss Identification Form Storm-Water Assessment Form IContact: Approved ,20 \Mail to:_S Jac t,G Q U, -,a Disapproved a/c 106 Tfrn40.ec Lo ntoc,} Q\y Phone: 1117)1_17-q 5 qA Expiration _,20— In 20m a Ins for ti c` 'APPLICATION FOR BUILDING PERTNUT ROY � 6 2019 L"_ Date ��}���c �1 ,20—Q_ INSTRUCTIONS ,a„This applicaiiori'VIIJST be completely filled in by typewriter or m ink and submitted to the Building Inspector with 4 sets of plans,accurate plot:plazi;to sgale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of appIican r name,rf a corporation) l o yS 7?�SXEiz Lwe Q! t (Mailing address of appheant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder (7r rnP.f Name of owner of premises �,PA c p Q, C qu rn k,8 (As on tyle tax roll or latest deed) If applicant is a corpowix signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 10 4 5 "To Sknr L e-n P,r%0 0 House Number Street Hamlet County Tax Map No. 1000 Section pj�j Block 4 Lot ®. Subdivision Filed Map No. Lot r 2. State existing use and occupancy of premises and inte deduse and occupancy of proposed construction: a. Existing use and occupancy RES i P-n1-gyp" IDA t? J; r,M, t\,i b. Intended use and occupancy_ Z!i A P��y�1 ®A P, �G,)m iI y 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work 4. Estimated Cost 39 �-57 Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories // Front---Ll j1(��Depth N6 9. Size of lot:Front �� .�6 Rear 10.Date of Purchase Name of Former OwnerrI,0n 11.Zone or use district in which premises are situated fes" " 12.Does proposed construction violate anyzoning law,ordinance or regulation?YES NO / 13.Will lot be re-graded?YES_NO �,I Will excess fill be removed from premises?YES NO� 14.'Names ofOwnerofpremises P,Avo PccAddress jOHATos p( �.rnoe Phone No. 17 O- r a \Tame of Architect EM,Cir, 5c�srT—Addressa5 S. 5��v�ee R�. Phone No 5 C� t - 9 Name of Contractor Address Phone No. / 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?"YES NO V 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 "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?x YES NO�Z— x IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFL1 _) _ PO f k to n ri rn(='A-i 0 being duly sworn,deposes and says that(s)he is the applicant (Name o individual signing ontract)above nnamed/_�' (S)He is the (Contractor,Agent,`' orpora e Officer,etc.) of said owner or owners,and is duly authorized to perforin dr have performed the said work and to make and file t�,' 1' 1a¢��ANA HALL that all statements contained in this application an.truo'to thio best of his knowledge and belief and that the work w '�c�No.01 State Of New York PP fdo.01 HA6235550 performed in the manner set forth in the application filed therewith. Qualified in Suffolk County Commission Expires February 14.20= Swoi7Cizo before me thisr- – o(�S day of _ b(ckm 20 Notary Public Signature of A cant „7 1 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179 Southold, New York 11971-0959 by Telephone 631 765-1802-FAX 631 765-9502 rogerrQsoutholdtownny_aov—seand aftsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION-(All Information Required) Date: Company Name TU c.. Name _D�C- License No.: y 12 C, m E email: _ Address: -c, c� Phone N A0 JOB SITE INFORMATION (All Information Required) Name: Address: . I Cross Street Phone No.: I 1 _ Bldg.Permit#: q yLlp R email: Tax Map-District: . - 1000 Section: Block:_ __ Lot - BRIEF J DESCRIPTION OF WORK(Please Print Clearly) Circle All,That Apply:, Is job ready for inspection?: E NO Rough In Final Do you need a Temp Cergficate?: YES rCO . Issued On _ Temp Information: (Ail infonnagon required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter#, New Service-Fre Reconnect-Flood Reconnect-Service Reconnected-Underground-Overhead #Underground Laterals f 2 H Frame Pale Work done on Service? Y N Additional Infornation; r [E PAYMENT DUE_WITH APPLICATION SEP 3 0 2020 BUTTTPT Request for tnspe&on FormAs �' �� • BUILDING DEPARTMENT-Eledrksl Irapedw TOWN OF SOUTHOLD , ` - Town Hall Annex-54375 Main Road -PO Sox 1179 Southold, New York 11971-0959 s Telephone(631) 765-1802-FAX(631) 765-9502 ' r e�r�oldtownnf/gov—seand0southoldtownny Dov - ----------- ------------ -------------- APPLIGATEON FOR ELECTRIGAL INSPECTION gate: ELEE'Rie4 t[�IFORI�II�► �N%cr �'R� a� _ } . taAl ` rYe= _ Y License-1sim: y 12 L TY-i i= _Ad&es _ - o = _ _ :Y - o =} , B INFOROO0N (All idorcnabo • e4 R uired RENT S iIi ORlP`n0 OF RK eassrPd0tCleadY Oi`r .All[That.AQp[y.- Do �..: .neeaTei_ eeate?_ YES Issued O ;eciitP. o�nat%dz E Woffnatfoit�i ..._. i4Aeti 'Old-Meter ;„_. . _ iicr.�=Ei�.�e�o�ec�;-.ECq�Re�nEtec�-Serv[c�.�Rec:o�mee6ed-.Underground-.warhead, �... .,_. - �d round F.at , mr 't 2, Et Forme Pole Work done on Service? if N ..Aird'tti�i�-[r`►fditYttai�oiL..: . ,. -- - - --. _ . _ . ... -.. -- -- _ . " . -..... _. - (�-----.__. _ l5 ._ _ _ U;, PAYMENT, D s�- 1 �► .ICA TM AID SEP 3 0 2020 - f for Wpecim Fmuft I - PERMIT# Switches Outlets f 341 h, .Sconces �,,;.f�,_, -j�/' ,,�-_ ._- ., ,. ._� .• _. ,_ , , . , ,. _ ... , ,.,F . , . _. .'_�:.-,-,{-,__ �., , . . <„ �„r .-._- �,.- -.: UC Lis Fans rtu ryer ven _Smokes ', . . _ . QW. �_ ----- Service - - / Carbon T 1Vl1cro `:Generator, ' COME-0. ._ .. r .— oo tgp ---.-.,,. -.- . _^. ,, , ar nsier X_ -_,.,. ..-w.. iY 'n,>>. �.. ,r, .,.r, ,w. .,.,., � '., .,- ,,, .. .�, �. ..»- • 1' .} iyv'. 2<C'l�Sr��• �. eA 'AC AH nP /� — i1 n t.;C..,`<"'{•.' Y.,'':fc..-�,� - { .,e�' ,'P,` x 9'A.'c';�:Y Special: Comments:'= �h//' � '��•� � n -_1� 1 ,. �. �,,.. to kI,SL.`� All->¢F• Vv IYJ` ,t sir �;.. ,�,,. ::ZSCf1i..d,♦n +F„.. ,w.M..-t-r-+,^ .,...,>.h^s,_ ,r.n r ._ .r t._�a=„aYy F,r,..ti,. ..- -f` .,.. , , ]J i, � ,- , ' 'Y.c,+-rv,-.yyMrl-• .s,Kfrh w,vi a-t,tiu. ' , + . •nt�.Y C , - -,4k`y - ,C i�•: t, "i,' x :;,:ani';, w' hia �:`c i -,P- - r- _at c,�' .., -., t. -S ”--„!._ .,. _, ,,,,_.- .. _s -;au_• r.. r , ., e :ltvS J',U r,--r _ �, r� ' f r -}!..':`',C`S?, JOB No 03-53 REV 03 1&04 REV 04,16104TAX I.D.No. 1000-33-04-29 CERT PLOT HOUSE LOT 43 10 4l UNDER CONSTRUCTION I v I n z 02 S o GAR N 64°31'50"E 142.32' 1142.14'FILE MAP] 1139 114.0 1138 114A - 23' WATERSERVICE Crmt / WOOD PORCH 63El SEPTIC 00 PROPOSED SINGLEs2 D FAMILY DWELLINGFF 115.5NaGAR 114.0 I ' roTmI� 113 N? WOODGAR nO DECK Z z cli CD 11d tO 239 — ----40' •-- m f ol � m CONCENT DOWN I ^ I I _ � O I i 40' I u 114.7 DRIVEWAY I I IX 1117 ilia S 64°31'50"W 151,49' t1z.1 1 1151.32'FILE MAP] I I D I LOT 45 I a OCC RES PW I I z � m I w '8i f—U ca R=21.15' L-36 74' I SUTTON PLACE SUBJECT LOT 76,160 SO FT 0 37 ACRE ELEV IN ASSUMED DATUM FILE MAP No 4021 40`64 Jn mtnonzaa a"Mon or ad dnian to tnis document is a violation of Secbon 7209 :!Ta Ner.York lata Eo-abOn Lats SURVEY OF: LOT 44 ,aakatoa :tit.=. s mnereo n snau mn unit to me person rot whom it is preparedi a11-,11sbena, wo Lda.:dmpany Go.emmentm Agenryand lending MAP OF EASTERN SHORES j nst canon usre7 neredn•]ertficabons are not transferable to additional Institutions .rt'dsed"entowners seat snap of be c sof due eaerea a.au nt rot true ne copressicnaYs inked seat or embossed GREENPORT,TOWN OF SOUTHOLD Tnc offsets Ior dimensions 7 snzwn hereon from structures to the property fines are far 3specu,c purpose and use and therefore are not intended to guide the erection of SUFFOLK COUNTY, NEW YORK fences retamIng dans pools pianhng areas addition to bmlomgs or any other "IsIr.We ne austence of,-ani of"is and,or easements ofrecord Jany notshamaya SURVEY DATE: 01/21/04 SCALE: 1"=30' not 7uaranreed CERTIFIED-ONLY TO. i I P 1A.CONSTRUCTION ENTERPRISE INC. DESTIN G.GRAF I LAND SURVEYOR P.O. BOX 704 Rocky Point, N.Y. 11778 By DESTIN G GRAF N Y S LIC No 50067 631-821-3442 f PROPOSED FIRST FLOOR INTERIOR LTE TI 01 13 11 C ta 1045 TASKER LANE , GREENPORT NY 11944 DRAWING EX GENERAL NOTES DIVISION 1 -GENERAL REQUIREMENTS 5.Slab-on-grade shall be 4"thick reinforced with 6 x 6 W1.4 x W1.4 WWF and shall be placed on 6 mil. T-1 TITLE SHEET/GENERAL NOTES, & PLOT PLAN 1.Work performed shall comply with the following: vapor barrier on 4"crushed stone. Q.Partitions: a.These general notes unless otherwise noted on plans or specifications. 6.Slab-on-grade at porches shall be 4"thick unless otherwise noted. 1.General: A-1 FOUNDATION PLAN, FIRST FLOOR PLAN, NOTES, DETAILS, AND- LEGENDS b.Building Code as specified on the architectural drawings. 7.Install anchor straps as per mfg. recommendations: 12"from corners and intervals of not more that 4'-0". a.Provide solid blocking at 4'-0"o.c.between the joist and first interior parallel joist. A-2 BUILDING SECTION, EXTERIOR ELEVATIONS AND PLUMBING RISER c.All applicable local and state codes,ordinances and regulations. Minimum embedment for anchors shall be as specified by manufacturer. b.Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0". d.In areas where the drawings do not address methodically,the contractor shall be bound to perform in strict 8.Beam pockets shall be formed into concrete walls to provide a continuous level flat solid bearing surface c.Splices shall occur only directly over studs. compliance with manufacturer's specifications and/or recommendations. for all beams. d.Structural variations are allowed if substantiated by Architecting calculations. Stamped by professional Architect 2.On-site verification of all dimensions and conditions shall be the responsibility of the general contractor and DIVISION 6-WOOD licensed to practice in the jurisdiction where construction is taking place. One set of calculations to be provided to his subcontractors A.Lumber Grade: Architect for approval prior to construction.e.La 3.Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should P top Plates at corners and intersections. consult Architect in case of question. 1.All lumber shall be,unless otherwise noted,No.2 grade. Douglas Fir-Larch with the following minimum structural values. 2.Bearing Walls supporting one floor or more: 4.The general notes and typical details apply throughout the job unless otherwise noted or shown. Grading shall comply with PS 20-70" American Softwood Lumber Standard and applicable Western Wood Products a. Partitions must be constructed of minimum 2 x 4 studs spaced 16"o.c.of 9 YP PP Y 9 1 p type lumber specified. 5.Discrepancies: The contractor shall compare and coordinate all drawings;when in the opinion of the Association standards. b. If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used,floor joists shall be contractor,a discrepancy exists he shall promptly notify the Architect,in writing,before proceeding with the a. Extreme fiber bending stress: centered directly over and below bearing wall studs with a tolerance of no more than V unless substantiated by work or he shall be responsible for the same and any indirect results of his action. Size Repetitive Member Architecting calculations. 6.Omissions: Architectural drawings and specifications shall be considered as part of the conditions for the 2 x 12 1005 PSI c.Bearing stud walls must be sheathed with a minimum 1/2"gypsum board fastened according to drywall work. In the event that certain features of the construction are not fully shown on the drawings,current 2 x 10 1105 PSI manufacturer recommendation. national,state and local codes,ordinances,regulations or agreements as well as current acceptable building 2 x 8 1210 PSI practices shall govern,and their construction shall be of the same character as for similar conditions that are 2 x 6 PSI DIVISION 7-THERMAL AND MOISTURE PROTECTION shown or noted. b.Horizontall Shear: Fv =75 PSI c.Compression perpendicular to grain: FcL=405 PSI A. Roofing: ;� 7.The Architect will not be responsible for and will not have control over construction means,methods, 1.Fiberglass Shingles:THIRTY 30 year self sealing shingles over 1 layer of 30#asphalt saturated felt underla ment techniques,sequences or procedures,or for safety precautions and programs in connection with the work,and d.Compression parallel E grain: ,0 =875 PSI 9 9 ( )Y 9 9 Y P Y will not be responsible for the failure of the Client or his contractors,subcontractors,or anyone performing e.Modulus of elasticity: Eo 1,600,000 PSI unless otherwise noted. Install according to manufacturer's instructions. f.Moisture content: 19 /o maximum. 2.Cedar Shakes: #2 grade red-label cedar shakes(18 1 x.457)over one layer 30#a.s.f.underlayment. Install with 4 any of the work,to carry out the work in accordance with the approved contract documents. 2.Other species may be used provided substituted species shall meet or exceed requirements noted above. 1l2"weather exposure. Apply an 18"wide strip of 30#a.s.f.over each course of shakes,9"from bottom edge of shake 8.Any and all drawings and specifications for sitework,plumbing supply or waste,electrical circuitry,and 3.Moisture content: All lumber 4"and deeper shall have moisture content not greater than 19%,air dried lumber is extending over top of shake and onto sheathing. heating,ventilating,fabricated trusses,and air conditioning systems are not a part of the professional services desired but not necessary. Lumber may be kiln dried,however drying process must be slow and regulated to cause a 3.Eave Flashing: See note B-4,below. provided to the Client by the Architect unless included under their agreement. Any discrepancies with these minimum amount of checking,comparable with air dried stock. B. Flashing: documents by any of the above listed services as shown in documents prepared by others should be indicated 4.All exterior lumber and lumber in contact with masonry or concrete shall be pressure preservative treated in 1.All flashing,counter flashing,and coping when of metal shall be of not less than no.26 U.S.gauge corrosion-resistant in writing to the Architect immediately. accordance with AF&PA standards and stamped"Ground Contact 0.40 lbs/cubic foot". metal. 9.Prior to application for building permits,the Contractor will furnish the Architect with two sets of shop 5.Grade stamps shall appear on all lumber. 2.Flash all exterior openings and all building corners with approved material to extend at least 4"behind wall covering. oe drawings of all prefabricated components,one set to be retained by Architect,the other set to be returned to ExIST'G GAZEBBo Cover all exposed 6.Store all lumber above grade and protect from exposure to weather. p d plywood at building corners with waterproof building paper. NORTH contractor after review. Items requiring shop drawings include but are not limited to roof trusses,floor B.Flitch Beams: 3.Step flash at all roof to wall conditions. Flash and caulk wood beams and other projections through exterior walls or 110.38' trusses,stairs,cabinets,vanities,etc. Should the design or configurations of any prefabricated component be 1. Flitch beams shall have aminimum fb=15000, E=11.4 with 1/2"bolts located not closer than 2"from the top and roof surfaces. EXISTING STOVE & modified during construction from previously approved shop drawings,the Architect shall be furnished,prior bottom edge unless otherwise noted. There shall be a bolt to and bottom 2"from each end see typical flitch late 4.Eave flashing shall consist of two layers of 15#a.s.f.cemented together in addition to required nailingfrom the edge to fabrication,with revised shop drawings incorporating the revision. If the Architect is not provided with the g p ( tyP p g q g BARBEQUE AREA p g � g p boltattern detail of the eave u the roof to overlaya above information,the client shall defend,indemnify,and hold harmless the Architect from any claim or suite P )' Point 24 inches inside the interior wall line of the building. tt C.Joist Hangers: C.Attic Ventilation: whatsoever,including but not limited to,all payments,expenses or costs included,arising or alleged to have 1.Enclosed attic truss spa �_ I 1.All purlins,joists and beams not framed over supporting members shall be supported ces and enclosed roof rafters shall have cross ventilation for separate space with screened arisen from prefabricated items. ventilating openings rotected PROPOSED POOL 2.Joist hangers shall be prime quality steel which conforms to ASTM-A525,min.22 gauge. Products acceptable 9p against the entrance of moisture and rain in accordance with the WFCM,BCNYS BOCA (FILED UNDER SEPARATE i4 0 10.The conditions and assumptions stated in these specifications shall y verified by the contractor for shall be Simpson,Kant-Sag,or equivalent. and CABO code,latest(as applicable)edition and all state and local codes and ordinances. See details on architectural APPLICATION) I conformance to local codes and conditions. In the event of a discrepancy between these specifications and plans for locations and details. s p local codes or conditions,the contractor shall notify the Architect in writing of the discrepancy and special D.Bolts in Wood Framing: Architectingrequirements shall be applied to insure the building's structural integrity. 1.All bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate I N ( PP g g ty' washers. DIVISION 8-DOORS AND WINDOWS EXIST'G WD. SHED \ 0 11.These requirements may be superseded by more stringent information contained within 2.Steel plate washer sizes shall be as follows: A.General the drawings. The more stringent shall be followed. 12.Soil conditions shall conform to or exceed the following conditions: a. 1/2"and 5/8"Diam.bolts-2-1/4"sq.x 5/16" 1.Windows in buildings located in wind-borne debris regions(120 mph wind zone or with-in one mile of the ocean,bav _ Bearing Capacity:Min.2000 psf.field verified under all footings and reinforced slabs. b.3/4 Dia.bolts-2-5/8 sq.x 5/16„. and sound)shall have glazed openings protected from wind-bome debris or the building shall be designed as a 3.Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. partially enclosed building in accordance with the Building Code of New York State. Glazed opening protection for Water Table: Min. lace below bottom of all concrete slabs and frgani gms. Footings,foundations,walls,and 4. For sill anchors,see typical details on architectural drawings. wind-bome debris shall meet the requirements of the Large Missile Test ofASTM E 1996 and of ASTM E 1886 slabs shall not be placed on or in Marine Clay,Peat and other organic materials. 13. Live Loads: Roof: 30psf. Floor:40psf(except sleeping roams: Exterior Balconies:60psf.Stair Landings: 1.Shall be of structural rade steel. Wood structural panels with a minimum thickness of 7/16 inch 111.1 mm and a maximums an of 8 feet 2438 mm AREA OF PROPOSED FIRST I Wind Load: 15psf. Garage:50psf. Maximum foundatirm.lateral pressure: ssure: 40psf. Dead Loads: 10psf. E. Lag Bolts: Exception: 40psf. . . . . 2.Washers shall be laced under the head of la bolts bearing on wood. Length of la bolts shall be minimum:Y3 shall be permitted for opening � I FLOOR INTERIOR -�� Decks: 40psf.Attics without storage 10psf.Attics with storage:!Opsf.Guardrails&Handrails 200psf, p g g g g P protection in one-and two-story biuildings. Panels shall be precut to cover the glazed l depth of members being bolted together. _. openings with attachment hardware provided.Attachments shalll be provided in accordance with Table R302.2.1.2 or V ALTERATIONS (256.25 S.F.) - 14.Bottom of footings shall extend below frost line of the locality and minimum T-0"below existing grade to F.Altering Structural Members: stab be designed to resist the components and cladding loads determined in accordance with the provisions of the EXISTING 2 STORY ND. undisturbed soil or soil compacted to 95 %dry density having a load carrying capacity as specified in Note 12, - 9 p g FRAME ONE FAMILY 1.No structural member shall be omitted,notched,cut, blocked out or relocated without prior approval by the Building Code of New York State. ��.. RESIDENGE as verified by a soils Architect licensed in the locality where project is being built. Architect. Do not alter sizes of members noted without approval of Architect. EXISTING DRIVEHAY TO 15.All foundation wall backfill under slabs where distance from edge of wall to edge of undisturbed soil G.Built-up Beams: 2.All windows shall have insulating glass,or single glass with storm windows or equal. Sizes indicated on plans are REMAIN p ( U- I exceeds 16",but less than 4'-0",shall consist of clean,porous,soil compacted in 6"layers to 95 %dry density 1.Built-up beams or joists formed by a multiple of 2 x members shall be interconnected as follows: nominal only. Builder to consult with window manufacturer to determine exact sizes,rough opening, etc.At least one or provide#4 rebar at 2'-0"o.c., V-0"beyond edge of undisturbed soil and V-0"into foundation wall. a. Members 9-1/4 and less in depth: glue and intemail w/2 rows 16D nails at 12„o.c.staggered. window from each bedroom area shall have a net clear opening area of 5.7 Sq. Ft. (grade floor 5.0 Sq. Ft.)with a net Z 16. Free draining granular backfill(SM or better)shall be used against foundation walls consistent with the b. Members greater than 9-1/4"in depth or multiple 3 x members through bolt with 1/2"diameter machine bolts at clear height of 24",a net clear opening width of 20",and a sill height of 44"or less above the floor for egress purposes. architectural plans and related details. Equivalent fluid pressure of backfill not to exceed 40pcf(pounds per p g Glazing in doors and fixed glazed panels immediately adjacent to doors or within 18"of the floor,which may be subject GARAGE I 24 o.c.staggered. 40'-0" I cubic foot). If backfill pressures exceed 40pcf,then walls must be designed for actual pressures by a to frequent and recurrent accidental human impact shall be tempered as per IBC, BOCA and CABG and state and ?_}- registered Professional Architect licensed in the locality where project is being built H.Cuttin of Beams,Joist and Rafters: local codes and ordinances. ,f (J I 17.Unbalanced fill not to exceed T-0"unless otherwise noted and substantiated by Architecting calculations. 1.Cutting of wood beams,joists and rafters shall be limited to cuts and bored holes not deeper than 1/6 the depth of DIVISION 9-FINISHES 1. tJC� y0 ��U L .,� I Backfill shall not be placed against walls until slabs-on-grade and framed floors are in place and have reached the member and shall not be located in the middle of 1/3 of the span. Notch depth of the ends at the member shall not A.General their design strength. Proper precautions shall be taken to brace foundation walls when backfilling. Where exceed 1/4 the depth of the member. Holes bored or out into joist shall not be closer than 2 inches to the tip or bottom 1.All gypsum wallboard shall be installed in accordance with the provisiions of the BOCA,CABO and state and local u' backfill is required on both sides,backfill both sides simultaneously. of the joists and the diameter of the hole shall not exceed 1/3 the depth of the joist. The tension side of beams,joists codes and ordinances(as applicable). o I and rafters of 4 inches or greater nominal thickness shall not be notched,except at ends of members. 2.Gypsum wallboard shall not be installed until weather protection for the installation is provided. Storage should be in o DIVISION 3-CONCRETE 1.Pipes in Stud bearing Nails or Shear Nails: accordance with manufacturer's instructions. A.General: 1.Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud. 3.All edges and ends of gypsum wallboard shall occur on the framing members except those edges which are - - J.Bridging and Blocking: perpendicular to the framing members. All edges of ( �y 1.The concrete properties shall be as follows: 9� P 9 g gypsum wallboard shall be in moderate contact except in concealed Item Min.Comp.Strength Min.Aggregate size Slump 1.There shall be not less than one line of bridging in every eight feet of span in floor,attic and roof framing. The spaces where fire resistive construction is not required. @ 28 Days(PSI) bridging shall consist of not less than one by three inch lumber double nailed at each end or of equivalent metal 4.The sizes and spacing of fasteners shall comply with BOCA,CABO and state and local codes and ordinances(as -- . r - - 110.00' Footings 3,500 1/2"- " 4"±1" bracing of equal ri idi ty' Mids an bridging is not required for attic or roof framing where joist depth does not applicable). f h4 Slab-on-Grade 2,500 1/2"-1" 4"±1/2" exceed twelve inches nominal. Block solid at all bearing supports where adequate lateral support is not otherwise 5.Provide moisture resistant drywall cement board at tubs and showers as shown on details in architectural drawings. Walls 3,500 1/2"-1" 4"±1/2" provided. Block all stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. 6.Fire-resistive construction: Garage ceilings and walls when adjacent to a dwelling unit shall be of rated construction i i T�.StGI=f� L r�1V E= Garage Slabs& exterior slabs 3,500 1/2"-1" 4"±1"w/5% Provide 2 x firestops at mid-point vertically of stud wall. Bridging as required by floor truss manufacturer's printed according to the UL Design specified on the drawings when units are designed under BOCA standards as indicated on the instructions. air entrainment drawings. L9"'J 2.Concrete work shall conform to all re uirements of ACI-318 s ecifications for structural concrete for buildin s. DIVISION 15-MECHANICAL SITS: DATA: SECTION: [331 BLOCK: [41 LOT: [29] ZONE: [R-40] q p g K.Lintel Schedule: 1.Unless otherwise shown,provide 1 lintel with 6"minimum bearing for each 4"of wall thickness. A.Heating Ventilation and Air Conditioning: �.� 3.All reinforcement,anchor bolts,pipe sleeves and other inserts shall be positively secured in place and 2.Lintel Schedule: _�( W I r H ALL CG 0� ,4GTU REQUIRED 1.All work shall be in full accordance with all current codes and regulations of the governing agencies. located according to the appropriate architectural drawings and details San: Size of Member N.L ','� YC, R K S;i�J p� TC��"d` J CODES P 2.Mechanical subcontractor to submit shop drawings indicating duct layouts,condenser location,duct sizes,etc.to LOT AREA 16,15b.b021 S.F. 40,000 S.F. MIN. B.Reinforcing Steel: Up to 4'-0" 3 1/2 x 3 1/2 x 1/2 or 2-2x6 Architect prior to installation. Mechanical subcontractor to review structural sop drawings and notify the Architect of any RED AIS _. ,. , , U,K - 1.Reinforcing steel shall be intermediate grade new billet deformed bars grade 60 conforming to ASTM& 4'-1"to 5'-0" 4 x 3 1/2 x 5/16 or 2-2x8 BUILDING AREA 2,68-7.2087 S.F. 3,231.76042 S.F. MAX. mechanical and structural and design intent conflicts prior to construction. 615. Welded wire fabric shall conform to ASTM A-185. See architectural drawings for sizes and locations. 3.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work ^'^"" ��"r' % of Lor GCVERAGE 16.639'0 20� MAX. 5'-1"to 6'-0" 5 x 3 1/2 x 5/16 or 2-2x10 2.Detailing,fabricating and placing of reinforcement shall be in accordance with ACI-315 6-1"to V-0" 6 x 3 1/2 x 3/8 or 2-2x12 performed b others. " FRONT YARD 40'-0" (EXISTING) 50'-0" MIN. Standard Practice for Detailing Reinforced Concrete Structures Manual of P Y � ""' '�' - L.Plywood: B. Plumbing: REAR YARD 63'-O" (EXISTING) 5'-0" MIN. 1.All work shall be in full accordance with all current codes and regulations of governing agencies. 4�� i,Vl u i vr�„ SIDE YARD 23'-0" (EXISTING) 63'-O" AGO. 15'-0" MIN. / 35'-0" MIN. AGG. clear All reinforcing bars which intercept perpendicular elements shall terminate in hooks,placed two(2)inches 1.All plywood shall rd Doug fir or equal. It shall be manufactured and graded in accordance with 2.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work clear from outer face of element. U.S.Product Standard PS 1-83 for Construction and Industrial Plywood � � --� performed by others. UL1� BUILDING HEIGHT 30'-10" (EXISTING) 35'-0" MAX. 4.The contractor shall notify the building official at least forty-eight(48)hours prior to each concrete pour. 2. Each plywood sheet shall bear the 'APA trademark. No concrete shall be poured into footings containing standing water or mud. Footings shall be dewatered 3.All end joints shall be staggered and shall butt along the center lines of framing members. 3.Plumbing subcontractor to review structural and mechanical drawings and notify the Architect of any plumbing, t H I TEG I VL S I TE PLAN prior to placement of concrete. No concrete shall be placed until all reinforcing has been installed by the 4.The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. HVAC,structural and design intent conflicts prior to construction. contractor and inspected by the building official or county approved licensed inspector. 5. Nails shall be placed 3/8"minimum from the edge of the sheets. The minimum nail penetration into framing T-1 SCALE: I` = 2n'-O" 5.Minimum protective cover for reinforcing steel shall be as follows: members shall be 1 1/2"for 8d nails and 13/8"for 10d nails. DIVISION 16-ELECTRICAL a.Footings: 3" 6.All floors shall be nailed as per nailing schedule. 1.All work shall be in full accordance with all current codes and shall comply with the requirements of the serving .. . "' b.Beams and columns: 2" P Y q 9 ower and telephone corn c.Slab: 3/4 (Wire mesh to be placed at mid-depth of slab) M.Corner Bracing: p paries. 1GATION 1.Unless otherwise noted,brace exterior corners of building with 1 x 4 diagonals,let into studs,or with 4 x 8 .All work shall be done in a neat and workmanlike manner and so as to not needless) hamper that portion of the - d.Walls-1 1/4"at interior face: 3"at exterior face. 9 9 Y P U C/ON EW BEFORE work C.Foundation: plywood sheet of thickness to match that of sheathing,or with metal strap devices installed in accordance with =lr�TE OF OCCUPANCY 1.Footing depths are shown on the architectural drawings. Footings shall bear a minimum of 1"-0"into manufacturer's instructions(16 Ga.compression tension),or w/structural grade thermo-ply. performed by others. OER USEC1 6f v .'a!'�TF_R original undisturbed soil and a minimum of T-0"below finished grade. Where required,step footings to ratio 2.Lap plates at all corners. 3. Installation: Rt:TAIN! ST011ULA V`,<'ATCR R`JN:OFF " ..7_ of 2 horizontal to 1 vertical. N.Nailing: a.All equipment installed outdoor and exposed to weather shall be weatherproof. i 1i1. d E 3 I�YST, ,�9 �, ,' 2.Where conditions develop requiring changes in excavations,such changes shall be made as directed by the 1.All nailing shall comply with nailing schedules in WFCM, IBC,BOCA and CABO(as applicable),latest editimand b. Bottom of receptacles and switches shall be located 5"above counter top unless otherwise noted on drawings. hJR�UPINT TO CHAPTER 2��� _ ,r 0 (_ „ r ,�/B -r' g Architect. all state and local building codes,or maufacturer's recommendations. c. Receptacles shall be installed vertically at 12"above finish floor and 12'-0"o.c.horizontally. All receptacles within OF THE TOWN CODE. 3.All footing excavations shall be inspected by the building official or county approved inspector prior to the 0.Fire Stopping: 6-0"horizontally of a sink lavatory or tub shall be wired to a ground fault interrupted circuit. placing of any concrete. Same shall be given forty-eight(48)hours notice for this observation. 1. Fire stopping shall be provided to cut off all concealed draft openings(both vertical and horizontal)with 2" d.Wall switches to be 48"above floor. nominal lumber or 2 thicknesses of 1"nominal lumber with broken lap joints or other approved material. e.All smoke detectors to be wired in a manner such that the activation of one by means of metal hangers.will activate 4.Soil investigation and report: All earth work,compaction and supervisions shall be done according to the all. �`-�d� ! °f'�EEr`�.I•�C�> recommendations of the soil investigation report prepared by a licensed geotechnical Architect. Concrete slab P.Alignment: 1.All rafters and joists framing from opposite sides shall lap at least six(3)inches and be nailed together with f_PLUM6!j�!G !f.,'.: r_ and footing calculations are based on a 2,000 psf value. If on-site test boring indicate lesser values,notify min.(3)105 face nails. Architect,in writing,so that necessary structural modifications can be made. 2.When framing end to end joists shall be secured together by metal straps. �L�i 1.'0. lw'`FOii4 l.•Ol�F'�( .If� `g SITE LOCATION : ��RE D A&C DRAWING TITLE : E m I I O RE',/ISIDNS crit-I sv PROJECT NO. : SHEET NO. THIS DRAWING, PREPARED FOR THE SPECIFIC THIS TO BLDG. DEPT. (11-5-19) PROJECT INDICATED, IS AN INSTRUMENT OF SERVICE, D I�IACC3UAC/10 I�ESI�EIVCE TITLE SHEETDsusaDRAWN BY : JB x -1 25 South Service Road, Suite 200 AND THE PROPERTY OF EMILIO SUSA,ARCHITECT �_ !r _:. ,4:1, el a Jericho, N.Y. 11753 INFRINGEMENT OR ANY USE OF THIS PROJECT 1045 TASKER LANE , _- 1 I A r c h i t e c t PHONE: 516_354_5609 IS PROHIBITED.ANY ALTERATION OR REPRODUCTION " ` �` FAX: 516_776_9591 OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT SCALE NOTED GREENPORT, IVY 11944 '-�'- �-r.� L sO° E-MAIL: esusa@esarchitectpc.com THE WRITTEN CONSENT OF THE ARCHITECT. ",a��E website: esarchitectpc.com DATE 0 EX15TINO DECK VENT NEW RANGE TO EXTERIOR EXISTING EXISTING EXISTING EXISTING ����� o EXISTING EXISTING WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW SINK DW m DINETTE °° 3' 5" z z °° --- ------ Q 111 NEW z o L J KITCHENVERIFY THAT THE z y EX15TINO SREAT ~ ❑ O iu = CENTER EXISTING WALL IS f7- LUROOM ❑ ISLAND NOT LOAD BEARING. OI 1z IF IT IS PLEASE STOP EXI5TIN5 CELLAR z l- VEG. SINK WORK IN THIS AREA. z x ❑ �i w - - I X - - — — - - - - - - - - - - - - - w 4'-O' — — — 2.. l� VENT NEW DRYER — — — + BLOCK EXISTING X 3 TO EXTERIOR I N I ILj` GARAGE DOOR E=X 1 ST I N� E3E A" ANE:�) GOL_UMNS TO iZE(MIA I N — REF OPENING w/ 2x4 WD. ---- -- - - o - - - --- - - . - -- STUDS © 16" O.G. I -- - 6-2" I I 8" PROVIDE (1) COURSE OF GONG. BLOCK _ — —I DN ALONG BOTTOM OF — — — WALL. SEGURE — — — — L__ L. 1_ _L - WG' ill 1 lin. LAS/. BLOCK TO EXISTING NEW 2x12 P/T WD. LEDGER z Cl 1-2 41-01, — — FOUNDATION w/ #5 BD. FUZE 1^Y I/2"C�LV.MIL LAO Q m [Y011( L REBARS @ 3'-0" O.G. a 1oa�@ 11"O.G. x N — _ 1 -? -71 UP 1 — — — z S.D./GM ff THEN START STUD (STFC 7 TCP$ B070 I TYRCA- � � NEW MUD/� O � NEW � O O EXISTG ❑ EXI51IN5 IU Q ® UP ° WALL. I Q z F--- � x LAUNDRY I " z +`� PWDR z w -? I Q 0 DININS F= ROOM z '� ROOM ALUMINUM SADDLE I W. � w ROOM X O `r 1(3 L m o z w/ THERMAL BREAK I +�� I X LL u' ENTRY z 3 J oo v w � _ 0 EXISTING STL ( T 1 N �' _ 8-O fy COLUMN ff I I I�x 3 I 7 10 S.D./GM X �-2 �� o GONG. FOOTING I I I N z 3 I ,4-2 �-2 I NEW , AJ-2 TO REMAIN ( I m +6 i DN. - - - - - - - - -i — - - - - - - - - - - - - II e �� I o+ PANTRY PROVIDE 12" LONGytox Ix _ — �j ��9� 4'-O' 110 GONG. ANGHORS (#4 REBARS ©12" O.G. `� -I — — — — — q -3 E (STING BEAM 8 'IGOLUMNS TO REMAIN EXISTING- EXISTING VIRTIGALLY) TO TIE r cs WINLOW_ W_ IND_O_W_ PROVIDE (I) COURSE OF 8" NEW FOUNDATION TO GONG. BLOCK DOWEL TO NEW /(2) ------------, D1 RS EXISTING USING P.G. HAUNCH w/ #5 REBARS, 12" u-i GYPSUMEBD.T TYPE X EX15TiN5 COVERED NON-SHRINK GROUT. LONG @ 32" O.G. i PORCH (TYPICAL) i p (I HR. FIRE RATING) PROVIDE A 24" WIDE POURED EX15TINO i ly Z O z TO BE ON ALL WALLS GONG. HAUNGH ---- - - - - ----- 1------------r-----' - ---- OARAOE i - IU'IQ IU Q a CEILINGS (TAPED El ❑ (2) 2x6 P/T SILL PLATE w/ SILL INSUL. O 1 N z H1 z W AND S, MIN) D 3 - - f � � = � � � � GOATS MIN.) COPPER TERMITE SHIELD (TYPICAL) i IX10 iX O 5/8" dio. x12" LONG 'J' ANCHOR BOLTS I 3'-0" o.c. (12" FROM GORNERS) TYPICAL / EXISTING R.R. EXISTING R.R. TOR MA N TO REMAIN EX15TINO 5LA E3 ON SRADE If 41 T_ EXISTING EX15TINO WINDOW WINDOW r,---� FOUNDATION PLAN 2 F 1 R5T FLOOR PLAN A-I 5GALE: 1/4" = 1'-0" A-I 50ALE: 1/4" = 1'-0" ■gyp NOTE: Mr=0 I ISI CAL LESEND ALL FLOOR JOIST CONNECTIONS TO HAVE GALV. METAL NOTE: I BJ' TOFFI NO TECO' TYPE JOIST HANGERS. TYPIGAL AT EACH JOIST. Gontractor to insure all handrails with a circular cross AS PER THE RESIDENTIAL CODE OF N.Y.S.) ❑ 100 CFM EXHAUST FAN. VENT TO EXTERIOR section shall have on outside diameter of at least 1-1/4 GENERAL REOUIREMENT5- LOGATION:- NOTE: inches (32 mm) and not greater than 2 inches (51 mm). If the CONGEALED SPACES WITHIN WALL, GONGEALED VERTICAL SPADES IN WALLS AND PARTITIONS SHALL BE FIRE-STOPPED rll"ti L L6hli7 DOUBLE ALL F.J.'s UNDER PARALLEL WALLS handrail is not circular it shall have a perimeter dimension PARTITION, FLOOR, STAIR, ATTIC,, OR AT EACH FLOOR LEVEL AND AT THE GEILING OF THE UPPERMOST STORY, SO THAT SUCH ■ O SMOKE/CARBON MONOXIDE DETECTOR w/ BATTERY- BAGKUP CONNED of at least 4 inches (102 mm) and not greater than 6-1/4 GORNIGE GONSTRUGTION, AND AROUND SPACES WILL NOT BE CONTINUOUS FOR MORE THAN ONE STORY OR GOMMUNIGATE W/ S.D./GM TO HOUSE WIRING (TYPIGAL) inches (160 mm) with o maximum cross section of dimension CHIMNEY, PIPE AND DUCT OPENINGS IN CONGEALED HORIZONTAL SPAGES IN THE FLOOR OR ROOF CONSTRUCTION. NOTE: SUCH GONSTRUGTION, SHALL BE WHEN COMBUSTIBLE MATERIALS FORM A PART OF THE GONGEALED SPACE BETWEEN EXISTING WALL TO BE REMOVED PROVIDE ARG FAULT GIRGUIT INTERRUPTER OUTLETS of 2-1/4 inches(s mm). Handrails with o perimeter greater FIRE-STOPPED TO PREVENT THE SURFAGE FINISH AND THE BASE TO WHIGH THEY ARE APPLIED, THE CONGEALED SPADE O SMOKE DETECTOR w/ BATTERY- BAGKUP than 6-I/4 inches (160 mm) shall provide a graspable finger EXISTING WALL TO REMAIN IN ALL BEDROOMS recess area on both sides of the rofile. The finger PASSAGE OF FLAME, SMOKE, FUMES, SHALL BE FILLED W/ NONGOMBUSTIBLE MATERIAL, OR BE FIRESTOPPED SO THAT NO S.D. CONNECT TO HOUSE WIRING (TYPIGAL) p g AND HOT GASES. DIMENSION OF SUCH CONGEALED SPAGE EXCEEDS 5 FT VERTICALLY OR 20 FEET recess shall begin within a distance of 3/4 inch (la mm) 2x6 WOOD STUDS @ 16" o.c. NOTE: measured vertically from the tallest portion of the profile HORIZONTALLY. (GOORDINATE FINISHES W/ SEGTIONS) NOTE: PROVIDE SOLID WD BLOCK'G DN TO THE ARGHITEGT NOT RESPONSIBLE FOR MEANS AND METHODS OF LIFTING THE EXISTING and achieve a depth of at least do inch (8 mm) within 7/8 NEW 8" MIN. THICK POURED CONCRETE FOUNDATION WALL FOUNDATION WALL FOR ALL BEAM AND HEADER inch (22 mm) below the widest portion of the profile. This RESIDENCE. GG TO EMPLOY HOUSE LIFTING PROFESSIONAL SUBGONTRAGTOR WITH POSTS p p NOTGHINC• ASSEMBLY w/ #5 REINFORGING BARS @ 46" o.c. VERTICALLY w/ (1) IO YEARS MINIMUM EXPERIENGE required depth shall continue for at least 3/8 inch (10 mm) #5 REINFORGING BARS @ TOP OF WALL, (TIE WALL REINFORGING to a level that is not less than 15/4 inches (45 mm) below (AS PER THE RESIDENTIAL CODE OF N.Y.S.) _ TO FOUNDATION FOOTING) ON CONTINUOUS POURED CONCRETE the tallest portion of the profile. The minimum width of the STRUGTURAL FLOOR MEMBERS SHALL NOT BE GUT, BORED, OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN SECTION FOOTING WITH CONTINUOUS 2"x4" KEYWAY AND (3) CONTINUOUS #5 NOTE: handrail above the recess shall be 1-1/4 inches (52 mm) to 8502.8 OF THE RESIDENTIAL CODE OF N.Y.S. REINFORGING BARS IN FOOTING (3" COVER MIN) ALL STRUCTURAL GALGULATIONS ARE BASED ON THE USE OF DOUGLAS FIR LARGH WOOD GRADE #2. ANY DEGREASE IN THE GRADE OF a maximum of 23/4 inches (70 mm). Edges shall have a ANY STRUCTURAL WALL OR STUD MEMBERS SHALL NOT BE GUT, BORED, OR NOTCHED IN EXCESS OF THE LIMITATIONS THIS MATERIAL SHOULD BE REPORTED TO THE ARGHTECT FIRST BEFORE ORDERING AND INSTALLING. minimum radius of 0.01 inches (0.25 mm). SPECIFIED IN SECTION 8602.6 OF THE RESIDENTIAL CODE OF NEW YORK STATE. SITE LOCATION • • RC DRAWING TITLE • ® E I'T1 i I i O REVISIONS : PROJECT NO. : SHEET NO. • THIS DRAWING, PREPARED FOR THE SPECIFIC SUBMITTED TO BLDG. DEPT. (11-5-19) �g ��y� s(is ij•� ? FOUNDATION PLAN, FIRST FLOOR PLAN, NOTES, DETAILS Li U S a PROJECT INDICATED, IS AN INSTRUMENT OF SERVICE, DRAWN BY : PIACGKUAC11O RESIDENCE � ,} n� 25 South Service Road, Suite 200 AND THE PROPERTY OF EMILIO SUSA,ARCHITECTPS 0 Jericho, N.Y. 11753 INFRINGEMENT OR ANY USE OF THIS PROJECT 1045 TASKER LANE LJ Ar C h I t @ C t PHONE: 516_354_5609 IS PROHIBITED. ANY ALTERATION, OR REPRODUCTION SCS : A=1 f-. GREENPORT, IVY 11944 �' `� '- -"x _ _ FAX: 516 776 9591 OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT AS NOTED 02894 C ` N' -., E-MAIL: esusa@esarchitectpc.com THE WRITTEN CONSENT OF THE ARCHITECT. 0 OF r� f` website: esarchitectpc.com DATE 4" V.T.R. N/ FLASHING = GOLLAR ;;f, 2" VENT STACK 4" SOIL STAGK 2ND FLR EXISTING RIDGE BD TO REMAIN QTGHEN I POWDER ROOM - ==_=!� ALL 2 VENTS ALL 2 VENTS — — LAUNDRY ROOM - r___----�- I -,---T----- EXISTING ROOF ASSEMBLY TO 1_ V- REMAIN I2 I!-- KIT. I VEG. SINK I I W.�. I LAV GLOIf HES EXISTING GEILINO ASSEMBLY TO 12 ROOF EXISTING ATTIC D.W. 51 N<1 I I WAEVER REMAIN PITGH ;>, j =- 1-1/211 I I _ l 1-11211 GROUND FLR T/O EXISTING TOP PLATE - --- - - I-I/2" 1-1/2" 2" _OgL CELLAR O.H. - _ L 1/2" GYPSUM BD. (TAPED - NOTE: EXISTING WALL ASSEMBLY TO REMAIN w/ NEW 5" SPAGKLED-3 GOATS Z NEW PANTRY NEW FIXTURES TO COMPLY W/ NEW YORK GLOSED CELL SPRAY INSUL. R-20 MIN. MIN.) ON ALL WALLS S cs 3/4 PLYAD. SUBFLR. _=_ STATE D.E.G. REG2UIREMENTS FOR CERTIFIED 4 TO WATER SAVING PLUMBING FIXTURES SANITARY CEILINGS (TYPICAL) 0 SYSTEM EX15TINO GONG. FLOOR ASSEMBLY 1 TO REMAIN I� LUMBINO �'''') /�2 R J� I AVRAM T/O NEW FINISHED FIRST FLOOR _ - I1 A-2 NOT TO SCALE N I -- N T/O EXISTING GONG. SLAB NEW 'THIN-STONE' 'VENEER (COLOR AND STYLE TO MATCH EXISTING) � �--III - =-I-. I_I I- 1III=1 --III—III--III III--1 I_ =1 -=11 ;-1 : =1 11=1 I I-I I III=1 11=1 11=1 11=1 11=1 I I-1 I I- I i 1===1 11-_�_ I- =111= I ' 1= ! „ 2x8 FLOOR JOISTS © 16 o.c. - SOLID BLOGKING @ 8'-O"o.6. MAX. W R-25 BATT INSUL. r,----\ f=RON7- (EAST) ELEVATION A-2 SCALE: 1/4" = 11112 —' I ~ 12 ROOF -_-- - - __-- -_- PROPOSED NEW2 CAR GARAGE INTERIOR ALTERATIONS 1�1��fiwumll Vy 1045 TASKER LANE , GREENPORT NY 11944 INDEXDRAWING E E L TE DIVISION 1 -GENERAL REQUIREMENTS 5.Slab-on-grade shall be 4"thick reinforced with 6 x 6 W1.4 x W1.4 WWF and shall be placed on 6 mil. T-1 TITLE SHEET/GENERAL NOTES, & PLOT PLAN _ 1.Work performed shall comply with the following: vapor barrier on 4"crushed stone. Q.Partitions: a.These general notes unless otherwise noted on plans or specifications. 6.Slab-on-grade at porches shall be 4"thick unless otherwise noted. 1.General: A-1 FOUNDATION PLAN b.Building Code as specified on the architectural drawings. 7. Install anchor straps as per mfg.recommendations: 12"from corners and intervals of not more that 4'-0". a. Provide solid blocking at 4'-0"o.c. between the joist and first interior parallel joist. c.All applicable local and state codes,ordinances and regulations. Minimum embedment for anchors shall be as specified by manufacturer. b.Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0". A-2 FIRST FLOOR PLAN d. In areas where the drawings do not address methodically,the contractor shall be bound to perform in strict 8. Beam pockets shall be formed into concrete walls to provide a continuous level flat solid bearing surface c.Splices shall occur only directly over studs. A-3 SECOND FLOOR PLAN _ compliance with manufacturer's specifications and/or recommendations. for all beams. d.Structural variations are allowed if substantiated by Architecting calculations. Stamped by professional Architect KETAL) STOMA I N 2.On-site verification of all dimensions and conditions shall be the responsibility of the general contractor and DIVISION 6-WOOD licensed to practice in the jurisdiction where construction is taking place. One set of calculations to be provided to A-4 BUILDING SECTIONS PU71SUAV TO R Na his subcontractors Architect for approval prior to construction. A-5 EXTERIOR ELEVATIONS 3.Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should A.Lumber Grade: e. Lap top plates at corners and intersections. OF THE r� - consult Architect in case of question. 1.All lumber shall be,unless otherwise noted, No.2 grade. Douglas Fir-Larch with the following minimum structural values. 2. Bearing Walls supporting one floor or more: A-6 EXTERIOR ELEVATIONS Grading shall comply with PS 20-70" American Softwood Lumber Standard and applicable Western Wood Products 4.The general notes and typical details apply throughout the job unless otherwise noted or shown. a. Partitions must be constructed of minimum 2 x 4 studs spaced 16'"o.c.of type lumber specified. Association standards. 5.Discrepancies: The contractor shall compare and coordinatE+all drawings;when in the opinion of the b. If a double top plate of'-,s than 2-2 x 6's or 3-2 x 4's is used,floor joists shall be P r-X r r.,+ a a.Extreme fiber bending stress: 1 ( I,m �, �;„ contractor,a discrepancy exists he shall promptly notify the Architect,in writing,before proceeding with the centered directly over and below bearing wall studs with a tolerance of no more than 1"unless substantiated b work or he shall be responsible for the same and any indirect results of his action. Size Repetitive Member Architecting calculations. Y COMPLY WITH ALL CODES OI^ `` ' .: I: . `"r ' G : - x - V 2 x 12 1005 PSI g ' t °`' '' <,' 6.Omissions: Architectural drawings specifications shall be considered as art of the conditions for the c. Bearingstud walls must be sheathed with a minimum 1/2"gypsum board fastened according to drywall / '• f+g k �� , i '}" y I ¢F E work. In the event that certain features of the construction are not full shown on the drawings,current 2 x 10 1105 PSI manufacturer recommendation. E° NEW YORK RK STATE & TOWN CODES ,. '� • ^ r 4 = `=' Y g I .es 2 x 8 1210 PSI C TE: g p ;, AS REQUIRED A +• 'f-t!?m; ° national,state and local codes,ordinances,regulations or agreements as well as current acceptable building Ir SOF r ..:,k ` e.o; �I� 2x6 1310 PSI -�- �----- t. practices shall govern,and their construction shall be of the same character as for similar conditions that are DIVISION 7-THERMAL AND MOISTURE PROTECTION _.� n_. SOI TOWNZBA ` , t. / - _ shown or noted. b Horizontal Shear Fv 75 PSI FEE' f'�' , c Compression perpendicular to grain: FcL-405 PSI A. Roofing: ,` . 7.The Architect will not be responsible for and will not have control over construction means,methods, MOTIF 1" ELliL!�iN"� ..:; /',R i i';g!`;�'T AT � � .� � :'° d.Compression parallel to rain: Fc =875 PSI 1.Fiberglass Shingles:THIRTY 30 year self sealingshingles over"! layer of 30#asphalt saturated felt underlayment SOUTHOLD TO „DIVING BOARD "`t `" techniques,sequences or procedures,or for safety precautions and programs in connection with the work,and p P g 9 9 ( )y g Y p =In 765-1f32 8 A",t 'J %; �i.� FOR THE e.Modulus of elasticity: E=1,600,000 PSI unless otherwise noted. Install according to manufacturer's instructions. will not be responsible for the failure of the Client or his contractors,subcontractors,or anyone performing ° FOLLO4NIINL IN_r EC�TIONS: r f.Moisture content: 19 /°maximum. 2.Cedar Shakes: #2 grade red-label cedar shakes(18 1 x.457)over one layer 30#a.s.f.underlayment. Install with 4 nm �, any of the work,to carry out the work in accordance with the approved contract documents. 2.Others species may be used provided substituted i 1/2'weather exposure. Apply an 1 " i. FCL,;; ,T' ^•I F•.110 , CE,� iir,-_ 8.Any and all drawings and specifications for sitework, plumbing supply or waste,electrical circuitry,and P Y P subs u ed spec es shall meet or exceed requirements noted above. P pp y 8 wide strip of 30#a.s.f,over each course of shakes,9"from bottom edge of shake FOR PC .11,c , CC;;'1F;7TE N.Q.S. aC � "' g P g PP Y ry 3.Moisture content: All lumber 4"and deeper shall have moisture content not greater than 19%,air dried lumber is extending over top of shake and onto sheathing. I ,,� o � s ,,, �, EXISTING sTo s heating,ventilating,fabricated trusses,and air conditioning systems are not a part of the professional services 2. ROu".i - F"F;,,. 'i'n a �.� , LL:' C.,;vtt 110.38' NORTH provided to the Client by the Architect unless included under their agreement. Any discrepancies with these desired but not necessary. Lumber may be kiln dried,however drying process must be slow and regulated to cause a 3. Eave Flashing: See note B-4,below. BARBS SUE ARA minimum amount of checking,comparable with air dried stock. B.Flashing: 3. 1i i5' LAT101`•I �_ documents by any of the above listed services as shown in documents prepared by others should be indicated g' p 1.All flashing, I ' I- 1 C in writing to the Architect immediately. 4.All exterior lumber and lumber in contact with masonry or concrete shall be pressure preservative treated in g,counter flashing,and coping when of metal shall be of not less than no.26 U.S.gauge corrosion-resistant 4. F` ,:1�. - i;0.;_,I r i..;TL.: J hGUST 5'-0" 2'-Io'. COP,9Pt-CTi ' >. !,0 NEw BRIGGS accordance with AF&PA standards and stamped"Ground Contact 0.40 lbs/cubic foot", metal. 9. Prior to application for building permits,the Contractor will furnish the Architect with two sets of shop 5.Grade stamps shall appear on all lumber. 2.Flash all exterior openings and all building corners with approved material to extend at least 4"behind wall covering. A .L CONSTRIJC;iIC"J c. ? , rcT 1e STRATTON GENERATOR drawings of all prefabricated components,one set to be retained by Architect,the other set to be returned to p PP g PP 9 L f,4EEi iI,w.. MODEL, 40346-5D PC r} F I;'' � � r � . �-� reR a ��}, � ..��►�G R,-Q .,. b-- 6.Store all lumber above grade and protect from exposure to weather. Cover all exposed plywood at building corners with waterproof building paper. _C�l r�Ei�Ef)T,� 0, T iC 0(.,I::.;OF PJ :�J contractor after review. Items requiring shop drawings include but are not limited to roof trusses,floor t g B.Flitch Beams: 3.Step flash at all roof to wall conditions. Flash and caulk wood beams and other projections through exterior walls or YO ;< STATE. 110 T REST ,1"•tIGF.c FOR EXI5TIN5 POOL p trusses,stairs,cabinets,vanities,etc. Should the design or configurations of any prefabricated component be - p closer 1. Flitch beams shall have a minimum fb=15000,E=11.4 with 1/2"bolts located not clthan 2"from the to and roof surfaces. DESIGN OR CONSTRUC T I '^t ERRORS. (FILED UNDER SEPARATE �� � modified during construction from previously approved shop drawings,the Architect shall be furnished,prior p APPLICATION) ry 0 to fabrication,with revised shop drawings incorporating the revision. If the Architect is not provided with the bottom edge unless otherwise noted. There shall be a bolt top and bottom 2 from each end(see typical flitchplate 4.Save flashing shall consist of two layers of 154 a.s.f.cemented together in addition to required nailing from the edge I above information,the client shall defend,indemnify,and hold harmless the Architect from any claim or suite bolt pattern detail). of the eave up the roof to overlay a point 24 inches inside the interior wall line of the building.� C.Joist Hangers: C.Attic Ventilation: whatsoever,including but not limited to,all payments,expenses or costs included,arising or alleged to have PL (-ter. c. r-n . 1.All purlins,joists and beams not framed over supporting members shall be supported 1.Enclosed attic truss spaces and enclosed roof rafters shall have cross ventilation for separate space with screened L 9 G. ;t IFIC ION 14'-8" 21'-4" 10'-2" arisen from prefabricated items. 2.Joist hangers shall be rime qualitysteel which conforms to ASTM-A525,min.22 gauge. Products acceptable ventilating openings protected against the entrance of moisture and rain in accordance with the WFCM,BCNYS BOCA ON LEA NTEN t3EFOf�E EX1ST'5 HID. SHED 10.The conditions and assumptions stated in these specifications shall be verified by the contractor for g P g g p g P 9 - conformance to local codes and conditions. In the event of a discrepancy between these specifications and shall be Simpson, Kant-Sag,or equivalent. and CABG code,latest(as applicable)edition and all state and local codes and ordinances. See details on architectural L. .s >FICA OF CCUPANCY local codes or Architecting requirements shall be applied to insure the buildings structural integrity.conditions,the contractor shall notify the Architect in writing of the discrepancy and special D.Bolts in Wood Framing: plans for locations and details. SOLDER U IN WA 1.All bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate +.1�.� � I washers. DIVISION 8-DOORS AND WINDOWS ST ��CANNOT I -- 11.These requirements may be superseded by more stringent information contained within F„ ��,'"' .l'""•"�'"�"?� '""" the drawings. The more stringent shall be followed. 2.Steel plate washer sizes shall be as follows: A.General EXC - 2/10 OF °o LE-AID. a. 1/2' and 5/8"Diam.bolts-2-1/4"sq.x 5/16" 1.Windows in buildings located in wind-borne debris regions 120 mph wind zone or with-in one mile of the ocean, bay � 12.Soil conditions shall conform to or exceed the following conditions: 9 9� ( b.3/4"Dia.bolts-2-5/8"sq.x 5/16". and sound)shall have lazed openings ned as a EX15T1NG 2 STORY HL). Bearing Capacity:Min.2000 psf.field verified under all footings and reinforced slabs. 3. Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. artiall enclosed builds rn acco dace with the Bui din wind-borne of NewYork State.s or the Glazed opening neS19otection for NE 1.5 STOR CAR N FRAME ONE FAMILY Water Table: Min.2'-0"below bottom of all concrete slabs and footings. Footings,foundations,walls,and partially 9 9 p g p p G RAGE (626.33 S.F.) RE5IDENGE 4. For sill anchors,see typical details on architectural drawings. wind-borne debris shall meet the requirements of the Large Missile Test ofASTM E 1996 and of ASTM E 1886 M i NG U- I slabs shall not be placed on or in Marine Clay,Peat and other organic materials. q 9 E. Lag Bolts: Exception: ALL PLU BI G WASTE: I Ell COVERED BREEZEWAY I ,- 13. Live Loads: Roof: 30psf. Floor:40psf(except sleeping rooms:30psf). Exterior Balconies:60psf.Stair Landings: 1.Shall be of structural rade steel. &WATER 1 ES NEED Z (47.33 S.F.) 40psf. Wind Load: 15psf. Garage:50psf. Maximum foundatio-1 lateral pressure: 40psf. Dead Loads: 10psf. g Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm)and a maximum span of 8 feet(2438 mm) TESTING BEFORE COVERINGL--- - Decks: 40psf.Attics without storage 10psf.Attics with storage 20psf.Guardrails&Handrails 200psf. 2.Washers shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shall be minimur,9/3 shall be permitted for opening protection in one-and two-story buildings. Panels shall be precut to cover the glazed O NEN DRI VEwAY I GARAGE I 14. Bottom of footings shall extend below frost line of the locality and minimum 3'-0"below existing grade to depth of members being bolted together. openings with attachment hardware provided.Attachments shall be provided in accordance with Table R302.2.1.2 or 4'-0" (102.1442 S.F.) o I I undisturbed soil or soil compacted to 95 %dry density having a load carrying capacity as specified in Note 12, F.Altering Structural Members: shall be designed to resist the components and cladding loads determined in accordance with the provisions of the as verified by a soils Architect licensed in the locality where project is being built. 1.No structural member shall be omitted, notched,cut,blocked out or relocated without prior approval by the Building Code of New York State. ( o Architect. Do not alter sizes of members noted without approval of Architect. ] I 15.All foundation wall backfill under slabs where distance from edge of wall to edge of undisturbed soil 2.All windows shall have insulating glass,or single glass with storm windows or equal.Sizes indicated on plans are N exceeds 16",but less than 4'-0",shall consist of clean,porous,roil compacted in 6"layers to 95 %dry density 1. Built-up Beams: nominal only. Builder to consult with window manufacturer to determine exact sizes,rough opening,etc.At least one UI � I #II � or provide#4 rebar at 2'-0"o.c., 1'-0"beyond edge of undisturbed soil and 1'-0"into foundation wall. 1.Built-up beams or joists formed by a multiple of 2 x members shall be interconnected as follows: window from each ��o''o - I Y g a.Members 9-1/4"and less in depth: glue and intemail w/2 rows 16D nails at 12"o.c.staggered. h bedroom area shall have a net clear opening area of 5.7 Sq. Ft. (grade floor 5.0 Sq. Ft.)with a net Io'-o" CL o 16. Free draining granular backfill(SM or better)shall be used against foundation walls consistent with the clear height of 24",a net clear opening width of 20",and a sill height of 44"or less above the floor for egress purposes. b. Members greater than 9-1/4"in depth or multiple 3 x members through bolt with 1/2"diameter machine bolts at Glazing in doors and fixed lazed panels immediate) adjacent to doors or within 18"of the floor,which may be subject NEN 8'-0" ro x 4'-0" I architectural plans and related details. Equivalent fluid pressure of backfill not to exceed 40pcf(pounds per g ' g p y j � (V 24' o.c.staggered. DEEP DRYwELL cubic foot). If backfill pressures exceed 40pcf,then walls must be designed for actual pressures by a to frequent and recurrent accidental human impact shall be tempered as per IBC, BOCA and CABO and state and m registered Professional Architect licensed in the locality where ro•ect is being built H.Cutting of Beams Joist and Rafters: local codes and ordinances. EXISTINfG CURB GUT TO I 9 Y P J 9 U g _ ,_ REMAIN 17. Unbalanced fill not to exceed T-0"unless otherwise noted and substantiated by Architecting calculations. 1.Cutting of wood beams,joists and rafters shall be limited to cuts and bored holes not deeper than 1/6 the depth of DIVISION 9-FINISHES - Backfill shall not be placed against walls until slabs-on-grade and framed floors are in place and have reached the member and shall not be located in the middle of 1/3 of the span. Notch depth of the ends at the member shall not A.General 16'-0" 110.00' their design strength. Proper precautions shall be taken to brake foundation walls when backfilling. Where exceed 1/4 the depth of the member. Holes bored or out into joist shall not be closer than 2 inches to the tip or bottom 1.All gypsum wallboard shall be installed in accordance with the provisions of the BOCA,CABO and state and local 63."14 backfill is required on both sides,backfill both sides simultaneously. of the joists and the diameter of the hole shall not exceed 1/3 the depth of the joist. The tension side of beams,joists codes and ordinances(as applicable). and rafters of 4 inches or greater nominal thickness shall not be notched,except at ends of members. 2.Gypsum wallboard shall not be installed until weather protection for the installation is provided. Storage should be in T�.SfC�f=2 L1�11= DIVISION 3-CONCRETE I.Pipes in Stud bearing Nails or Shear Nails: accordance with manufacturer's instructions. A.General: 1.Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud. 3.All edges and ends of gypsum wallboard shall occur on the framing members except those edges which are J.Bridging and Blocking_ perpendicular SITE D�tTA• SEGTI ON: [33] BLOCK: [4] LOT: [2Q] ZONE: [R-40] 1.The concrete properties shall be as follows: p p dicular to the framing members. All edges of gypsum wallboard shall be in moderate contact except in concealed Item Min.Comp.Strength Min.Aggregate size Slump 1.There shall be not less than one line of bridging in every eight feet of span in floor,attic and roof framing. The spaces where fire resistive construction is not required. @ 28 Days(PSI) bridging shall consist of not less than one by three inch lumber double nailed at each end or of equivalent metal 4.The sizes and spacing of fasteners shall comply with BOCA,CABO and state and local codes and ordinances(as ACTUAL RCQUIREP Footings 3,500 1/2"-1" 4"±1" bracing of equal rigidity. Midspan bridging is not required for attic or roof framing where joist depth does not applicable). Slab-on-Grade 2,500 1/2"-1" 4"±1/2" exceed twelve inches nominal. Block solid at all bearing supports where adequate lateral support is not otherwise 5.Provide moisture resistant drywall cement board at tubs and showers as shown on details in architectural drawings. LOT AREA 16,158.80 S.F. 40,000 S.F. MIN. Walls 3,500 1/2"-1" 4"±1/2" provided. Block all stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. 6.Fire-resistive construction: Garage ceilings and walls when adjacent to a dwelling unit shall be of rated construction BUILDING AREA 3,155.06 S.F. 3,251.16 S.F. MAX. Garage Slabs& exterior slabs 3,500 1/2"-1" 4"±1"w/5% Provide 2 x firestops at mid-point vertically of stud wall. Bridging as required by floor truss manufacturer's printed according to the UL Design specified on the drawings when units are designed under BOCA standards as indicated on the 90 OF LOT COVERAGE 16.5296 20% MAX. air entrainment instructions. drawings. FRONT YARD 51'-6" 50'-0" MIN. 2.Concrete work shall conform to all requirements of ACI-318 specifications for structural concrete for buildings. K.Lintel Schedule: DIVISION 15-MECHANICAL REAR YARD 63'-0" 5'-0"MIN. 3.All reinforcement,anchor bolts,pipe sleeves and other inserts shall be positively secured in place and 1.Unless otherwise shown,provide 1 lintel with 6"minimum ir C bearing for each 4"of wall thickness. A.Heating Ventilation and Aonditioning: _SIDE YARD 14'-a" 5'-0"MIN. 2.Lintel Schedule: 1.All work shall be in full accordance with all current codes and re ullations of the governing agencies. located according to the appropriate architectural drawings and details 9 9 9 9 BUILDING HEIGHT 2b'-6an: Size of Member 2.Mechanical subcontractor to submit shop gs indicating outs,condenser location,duct sizes,etc.to " 18'-0'MAX.MAX.x. B.Reinforcing Steel: U to 4'-0" 3 1/2 x 3 112 x 1/2 or 2-2x6 g duct layouts, 1.Reinforcing steel shall be intermediate grade new billet deformed bars grade 60 conforming to ASTM& p Architect prior to installation. Mechanical subcontractor to review structural sop drawings and notify the Architect of any 4'-1"to 5'-0" 4 x 3 1/2 x 5/16 or 2-2x8 mechanical and structural and design intent conflicts prior to construction. pI 615. Welded wire fabric shall conform to ASTM A-185. See architectural drawings for sizes and locations. 5'-1"to U-0" 5 x 3 1/2 x 5/16 or 2-2x10 3.All work shall be done in a neat and workmanlike manner and so as to not needless) hamper that portion of the work RZH I TEGTURAL 9117E LAN 2. Detailing,fabricating and placing of reinforcement shall be in accordance with ACI-315 Y P Manual of 6'-1"to 8'-0" 6 x 3 1/2 x 3/8 or 2-2x12 performed by others. Standard Practice for Detailing Reinforced Concrete Structures ___. T-I SCALE: 1" = 20'-0" L. Plywood: B.Plumbing: 3.All reinforcing bars which intercept perpendicular elements shall terminate in hooks,placed two(2)inches 1.All plywood shall be Doug fir or equal. It shall be manufactured and graded in accordance with 1.All work shall be in full accordance with all current codes and regulations of governing agencies. clear from outer face of element. U.S.Product Standard PS 1-83 for Construction and Industrial PI ood 2.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work 4.The contractor shall notify the building official at least forty-eillht(48)hours prior to each concrete pour. 2. Each plywood sheet shall bear the"APA"trademark. performed by others. No concrete shall be poured into footings containing standing water or mud. Footings shall be dewatered 3.All end joints shall be staggered and shall butt along the center lines of framing members. 3.Plumbing subcontractor review structural and mechanical drawings and notify the Architect of any plumbing, prior to placement of concrete. No concrete shall be placed until all reinforcing has been installed by the 4.The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. HVAC,structural and designn intent conflicts prior to construction. contractor and inspected by the building official or county approved licensed inspector. 5. Nails shall be placed 318"minimum from the edge of the sheets. The minimum nail penetration into framing 5. Minimum protective cover for reinforcing steel shall be as follows: members shall be 1 1/2"for 8d nails and 13/8"for 10d nails. DIVISION 16-ELECTRICAL a. Footings: 3" 6.All floors shall be nailed as per nailing schedule. b. Beams and columns: 2" 1.All work shall be in full accordance with all current codes and shall comply with the requirements of the serving c.Slab: 3/4"(Wire mesh to be placed at mid-depth of slab) M.Corner Bracing: power and telephone companies. d.Walls-1 1/4"at interior face: 3"at exterior face. 1.Unless otherwise noted,brace exterior corners of building with 1 x 4 diagonals,let into studs,or with 4 x 8 2.All worts shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the C.Foundation: plywood sheet of thickness to match that of sheathing,or with metal strap devices installed in accordance with work 1.Footing depths are shown on the architectural drawings. Footings shall bear a minimum of 1"-0"into manufacturer's instructions(16 Ga.compression tension),or w/structural grade thermo-ply. performed by others. original undisturbed soil and a minimum of T-0"below finished grade. Where required,step footings to ratio 2.Lap plates at all corners. 3. Installation: JAN ') 2 2020 of 2 horizontal to 1 vertical. N.Nailing: a.All equipment installed outdoor and exposed to weather shall be weatherproof. 2.Where conditions develop requiring changes in excavations, such changes shall be made as directed by the 1.All nailing shall comply with nailing schedules in WFCM,IBC,BOCA and CABO(as applicable),latest edition and b. Bottom of receptacles and switches shall be located 5"above counter top unless otherwise noted on drawings. Architect. all state and local building codes,or maufacturer's recommendations. c. Receptacles shall be installed vertically at 12"above finish floor and 12'-0"o.c. horizontally. All receptacles within 3.All footing excavations shall be inspected by the building official or county approved inspector prior to the 0.Fire Stopping_ 6'-0"horizontally of a sink lavatory or tub shall be wired to a ground fault interrupted circuit. placing of any concrete. Same shall be given forty-eight(48)hours notice for this observation. 1. Fire stopping shall be provided to cut off all concealed draft openings(both vertical and horizontal)with 2" d.Wall switches to be 48"above floor. ` 4.Soil investigation and report: All earth work,compaction and supervisions shall be done according to the nominal lumber or 2 thicknesses of 1"nominal lumber with broken lap joints or other approved material. e.All smoke detectors to be wired in a manner such that the activation of one by means of metal hangers.will activate recommendations of the soil investigation report prepared by a licensed geotechnical Architect. Concrete slab P.Alignment: all. and footing calculations are based on a 2,000 psf value. If on-site test boring indicate lesser values,notify 1.All rafters and joists framing from opposite sides shall lap at least six(3)inches and be nailed together with Architect,in writing,so that necessary structural modifications can be made. min.(3)10d face nails. 2.When framing end to end joists shall be secured together by metal straps. p �� REVISIONS : PROJECT NO. : SHEET NO. SITE LOCATION : ���1, 0 SSC ✓� DRAWING TITLF : E I Yl 1 I I O SU13MMED TO BLDG. DEPT. (11-6-19) THIS DRAWING, PREPARED FOR THE SPECIFIC n TITLE SHEET S U S a Z\ RESUBMITTED TO BLDG. DEPT. Irm9-20) DRAWN BY : JB PIACGkLJA11310 REGI[3EIVCE PROJECT INDICATED, IS AN INSTRUMENT OF SERVICE, TITLE 25 South Service Road, Suite 200 AND THE PROPERTY OF EMILIO SUSA,ARCHITECT 0 N.Y. 11753 INFRINGEMENT OR ANY USE OF THIS PROJECT T-1 �•��'� �• Architect D •; ,�. Jericho, 1045 TASKEIR LANE �` PHONE: 516 354 5609 IS PROHIBITED.ANY ALTERATION, OR REPRODUCTION SCoI F : AS NOTED �. - - GREENPORT, NY '1 '1944 FAX: 516_776_9591 OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT a28sa2 `�• E-MAIL: esusa@esarchitectpc.com THE WRITTEN CONSENT OF THE ARCHITECT. Z\ �?F �; website: esarchitectpc.com A _ DATE In, ............... Sign I[AWOtion Sign Location Emerior building Attached to the door,or attached to a sidelight or WIND UPLIFT DESIGN entrance doon',cxtesior the face of the building,not more than 12 inches 0 exit discharge doors, (305 mm)horizontally from the latch side of the WOOD FRAME GONSTRUGTION MANUAL TABLE 3.1 OPP wor 1. and exterior roof access doorjamb,and not less than 42 inches 0 M7 NAILING SCHEDULE 01 FOR ONE a TWO FAMILY DNELLIN(55 (2001 EDITION) nam)nor more than 60 inches(1524 nun)ahove doors to a stairway NUMBEROF NUMBER OF the adjoining Ak2lking surface. JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING Fk tIV E -7 SILL PLATE TO FOUNDATION W T 10 0 JA el 4 -SECTION 3.2.1 . Exterior building Attached at each end orthe row ofdoors and at I -TABLE 5.2, 5.2A-C, p 7-00 21; a.1 Iff'77 1, P Fc 8 A:S E 17, D F§ S E C T P9, N 6;9 2 CID F entrattcc r maximum horizontal distance of 12 fe,.t(3.65M) ROOF FRAMING doors,entcrio C 0 D r 0 10/4'E -5EGTION 3.2.2.5 HALL ASSEMBLY TO FOUNDATION 14EE NAI P PLA RAFTER TO idischarge scarg TOTE (TOLD) T F1, e doors, bevveen signs,and not less than 42 inches(1067 -TABLE 5.4E3 5_5d 5-10d PER RAFTER ON! and exterior roof access mm)not more than 60 inches(1524 mm)above -5EGTION 5.2.2.2 WALL A55EMF3L-r TO WALL ASSEMBLY -NAILED) CEILING JOIST TO TOP PLATE (TOE 5-8d adjoin 5-10d PER JOIST doors to a stairway the i ing walVing surface. -TABLE 5.4, E5.4E3 GEILIN5 JOIST TO PARALLEL RAFTER (FADE-NAILED) 616d 61404 EACH LAP ached to the face of the building!,,not more -SECTION 5.2.5.1 HOLDDONNS Fire department hose Att. P"ItC CEILING -JOIST LAPS OVER PARTITION (FACE-NAILED) 616d 640d PIEFLFETI -E -illy fTom the EACH LAP connections than 12 inches(305 nim)horizorru -TABLE 5.1 -NAILED) AdAL Ja center line of the fire department hose COLLAR TIE TO RAFTER (FACE 51 Old 512d -SECTION 5.2.5.4 HEADER AND/OR GIRDER TO STUD z PER TIE connection,and not less than 42 inches(10 -T-TABLE 5.67 -7 BLOCKING TO RAFTER (TOE-NAILED) 2-ad 2-10d "A EACH END mm)nor more than 60 inches 0 524 mm)above -TER (END-NAILED) -SEGTION 5.2.2.1 ROOF ASSEME3L)" TO WALL ASSEMBLY RIM BOARD TO RAF 2-16d EACH END ..I I I I �be adjoining walking suTfaccl -TABLE 5.4, 5.45 111 WALL FRAMING -SECTION 5.2.5.1 RIDGE STRAPS 4 -TABLE 5.6, 5.6A 0 TOP PLATE TO TOP PLATE (FADE-NAILED) 2-16d 1 2-1601 PER FOOT i!2" 551-i TOP PLATE5 AT INTER5EGTION5 (FACE-NAILED) 4-16d 5-16d JOINTS - EACH SIDE K5.1Qt0til STUD TO STUD (PAGE-NAILED) 2-16d 2-16d 24" O.G. AT1Cy1_'111 FOR VY'Ruell 004 11111,11-All 1111011, of TABLE 3.413 z HEADER TO HEADER (FADE-NAILED) I b C11 16d 16 o.c. ALONG EDGES TrIv5s C0NSJR" Cr1Qp1' UPLIFT STRAP CONNECTION REQUIREMENTS -A TOP OR BOTTOM PLATE TO STUD (END-NAILED) .. ........ -A 2-16d 2-40d PER STUD (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION)ory F-Lon- t IN"C,L VF6� LLI zol .p" l"',Pill FM I FR, IWO i (PRESCRIPTIVE ALTERNATE TO TABLE 3.4) 1,2 1,2 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, END-JOIST OR ww"66is iff%vi"n 2-16d 2-Irod PER FOOT BLOC<ING, (PAGE NAILED) X DEAD LOAD ASSUMPTION: ROOF CEILING ASSEMBLY DL 15 PSF F1G0" A/PJ3T3C/J! ........ -A FLOOR FRAMING TABLE R301 .7 TABLE R401 .4. 1 TABLE R301 .2. 1 .2 THREE SECOND GUST 05 cio 100 110 120 150 140, 150 1 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-10d PER JOIST ALLOWABLE DEFLECTION OF PRESUMPTIVE LOAD-BEARING WIND-BORNE DEBRIS PROTECTION FASTENING WIND SPEED(MPH.) < STRUCTURAL MEMBERS VALUES OF FOUNDATION SCHEDULE FOR WOOD STRUCTURAL PANELS FRAMING IJ_ BRIDGING TO JOIST (TOE-NAILED) 2-5d 2-lod EACH END < SPACING ROOF NUMBER OF 8D COMMON NAILS OR I OD BOXFERIA S I-DADBEARING FASTENER SPACING SPAN(FT.) NAILS IN EA. END OF 0/4"X20 GAUGE STRAP 1,2,5,4 BLOCKING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END STRUCTURAL MEMBER ALLOWABLE CLASS OF MATERIAL PRESSURE Z z (IN.) BLOCKING TO SILL OF, TOP PLATE (TOE-NAILED) 5_16d 4_1601 EACH BLOCK DEFLECTION 03M INM PER S.QF1) FASTENER TYPE PANEL SPAN AFOOT 6FOOT 12 1 1 1 2 2 2 5 5 tlj <4FOOT <PANELSPAN <PANELSPAN<6FOOT <8FOOT 16 2 2 5 5 5 LU LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST 1 1 1 RAFTERS HAVING SLOPES GREATER THAN CRYSTALLINE BEDROCK 12,000 z20 1 1 2 2 2 5 5 4 17- 5/12 WITH NO FINISHED GEILINO ATTACHED L/1850 #a HOOD SCREW BASED 0 z -JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d 5-10d PER JOIST ANCHOR 1,,1/ 2" EMBEDMENT 1611 loll all LLI 12 24 1 1 2 2 3 5 4 4 TO RAFTERS LENGTH 2b 1 1 2 2 5 4 4 5 BAND JOIST TO JOIST (END-NAILED) 5-16d PER JOIST U_1 HlIbO SEDIMENTARYAND 4,000 0 52 1 1 2 5 3 4 5 5 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d INTERIOR HALLS AND PARTITIONS FOLIATED ROCK #10 HOOD 5CREPq_E3A5ED 5 ro 1 2 2 5 3 4 5 6 0 5-16d PER FOOT FLOORS L/560 ANCHOR A/ 2" EMBEDMENT 161, 12 Ci IL O LENGTHROOF SHEATHING 12 1 1 2 2 2 5 5 4 -A CEILINGS WITH BRITTLE FINISHES SANDY GRAVEL AND/OR 3,000 1'' LAO SCREW BASED z 0) 1 ro 1 1 2 2 5 5 4 4 < L/360 GRAVEL(GW&GP) 4 161, 1611 0 20 1 1 2 2 3 4 4 5 STRUCTURAL PANELS ad 10d 6'' EDGE / 6" FIELD (INCLUDING PLASTER AND STUCCO) ANCHOR vV 2" EMBEDMENT 1611 0 z SAND,SILTY SAND,CLAYEY LENGTH 16 24 1 2 2 3 5 4 5 & < GABLE ENDNALL RAKE ad loci 4" EDGE / 4" FIELD < CEILINGS WITH FLEXIBLE FINISHES b 1 2 2 5 4 5 5 6 L/240 SAND,SILTY GRAVEL AND FOP,51: 1 INCH = 25.4 mm, I FOOT = 304.8,mm, I POUND 4.44b N, LLJ 2 DIAGONAL BOARD SHEATHING (INCLUDING O'T'PSUM BOARD) CLAYEY GRAVEL(SW,SP,SM, 2,000 1 MILE PER HOUR = 0.44'7 m/s. X LLI 52 1 2 2 5 4 5 6 -7 SC,GM,AND GC) A.TH15 TABLE 15 BASED ON IbO MPH 1,41ND SPEEDS AND A 33-FOOT MEAN ROOF HEIGHT. < 56 2 2 5 4 4 (b -7 a I"x6" or "xa" 2-5d 2-10d PER SUPPORT V_ ALL OTHER 51-RUGTURAL MEMBERS L/240 B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE k,1000 STRUCTURAL PANEL. I/ — CLAY,SANDY,SILTY CLAY, fA5TENERS SHALL BE LOCATED NOT LE55 THAN I" FROM THE EDGE OF PANEL U_ 12 1 1 2 2 5 5 4 4 I`xlC" or HIDER 5-5d 5-lod PER SUPPORT CLAYEY SILT,SILT AND SANDY 1,500 G. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL GOVERINC, WITH AN EMBEDMENT O EXTERIOR HALLS - WIND LOADS WITH H/560 SILTCLAY(CL,ML,MH AND CH) LENGTH OF NOT LESS THAN 2" INTO THE BUILDING FRAME. fASTENERS SHALL BE LOCATED NOT LE55 _J 16 1 1 2 2 5 4 4 5 PLASTER OR STUCCO FINISH THAN 2 �" FROM THE EDGE OF CONCRETE BLOG< OR CONCRETE. 20 1 2 2 5 4 4 5 6 CEILING SHEATHING D. PANELS ATTACHED TO MASONRY OR MA50NRY/5TUGCO SHALL BE ATTACHED USINGFOl""-POU`NIYPER-SQF`r 0-0 79-KP VIBRATION-RESISTANT ANCHORS HAVINO AN ULTIMATE WITHDRAWALCAPACITY OF NOT LESS THAN 0 Iq.2 24 1 2 2 5 4 5 6 -7 w EXTERIOR HALLS - WIND LOADS WITH 1,500 POUNDS. < 28 2 2 5 5 4 5 & GYPSUM WALLBOARD 5d COOLERS 5d COOLERS -7'' EDGE / 10" FIELD H/240 A. WHERE SOIL TESTS ARE REQUIRED 13Y :< tL Z BRITTLE FINISHES SECTION R401.4,THE ALLOWABLE 52 2 2 3 4 5 6 -7 a LL BEARING CAPACITIES OF THE SOIL SHALL PROVIDE HOOD STRUGTURAL PANELS HITH A 56 2 2 E3 4 5 -7 a Ci WALL SHEATHING O EXTERIOR HALLS - HIND LOADS WITH d BE PART OF THE RECOMMENDATIONS. MINIMUM THIG<NESS OF (II.Imm) AND A O :< H/120 IT- 12 1 2 2 5 5 4 5 5 LU STRUCTURAL PANELS ad Iod 6' EDGE / (9" FIELD LU FLEXIBLE FINISHES B. WHERE THE BUILDING OFFICIAL MAXIMUM SPAN OF 5 FEET (2438 mm). SHALL BE LL ib 1 2 2 3 4 5 5 6 FIBERBOARD PANELS LINTEL SUPPORTING MASONRY VENEER NAZ L/600 DETERMINES THAT IN-PLACE SOILS WITH PERMITTED FOR OPENING PROTEGTION IN ONE AND Z 20 2 2 5 3 4 5 (b -7 0 AN ALLOWABLE BEARING CAPACITY OFPREGUT LU Ld 24 -7 24 2 2 5 4 5 & a /111 N 6d3 5" EDGE / 6" FIELD 0 NOTE: L = SPAN LENGTH,H = SPAN HEIGHT LESS THAN 1,500 PSF ARE UKELY TO BE THO STORY BUILDINGS. PANELS SHALL BE 28 2 2 5 4 5 7 a LL -A a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN, THE KIND LOAD PRESENT AT THE SITE,THE ALLOWABLE TO DOVER THE GLAZED OPENINGS WITH O 52 2 2 5 5 (b 7 G1 25/52 125/52 ad 5 5" EDGE / 6" FIELD < SHALL BE PERMITTED TO BE TAKEN AS 0.1 TIMES THE COMPONENT AND CLADDINC, BEARING CAPACITY SHALL BE DETERMINED ATTACHMENT HARDWARE PROVIDED. ATTAGHMENTS 56 2 5 4 5 6 15 (A5P)LOAD5 OBTAINED FROM TABLE R501.2(2). BY A SOILS INVESTIGATION O GYPSUM WALLBOARD 5d COOLERS 5d COOLERS -Y EDGE / 10" FIELD b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS THIGE THE LENGTH OF THE SHALL BE PROVIDED IN AGGORDANGE WITH TABLE CANTILEVER. -A HARDBOARD ad ad 6" EDGE / 12" FIELD LU c,. FOR ALUMINUM 5TRIJfTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE In 1.) PRESGRIPIIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 5.4. 5UNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OF, 5AND4GH PANELS,'THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L#90.fOR GOMPONENTS AND CLADDINO LOADS DETERMINED < 2.) TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING PART I CLEBOARD PANELS ad ad (SEE MANUFACTURER) CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF GLASS THE l-_ LOCATED N EXPOSURE B. TOTAL FOR THE LOADEN6TH OF THE ENTIRE MEMBER,DEFLECTION SHALL NOT EXCEEIHD L/1-75 FOR 5 MORE STRINOENT. FOR EACH 6LA55 LITE OR L/60 IN AGGORDANGE WITH THE PROVISIONS OF THE 5.) TABULATED UPLIFT CONNECTION REQUIREMENTS A55UV.E A ROOF AND DI AGONAL BOARD SHEATHING LNIGHEVER 1 5ANDNICH PANELS USED IN ROOFS OR WALLS OF 5UNROOM ADDITIONS OR BUILDING GODS OF NEW YORK STATE. PANELS ARE GEILIN5A55EMBLT' DEAD LOAD OF ci PSF (0.60 x 15psf = ci psf). LL ''X6' or 1 11 X5 2-bd 2-10d PER SUPPORT PATIO COVERS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120 IF A CEILING ASSEMBLY 15 NOT PRESENT OR IF THE CEILING d. DEFLECTION FOR EXTERIOR k4ALL5 WITH INTERIOR GYPSUM BOARD FINISH SHALL BE TO BE STORED ON SITE AND NUMBERED WITH THEIR O z LIMITED TO AN ALLOWABLE DEFLECTION OF H/19,0 ASSEMBLY 15 NOT CONNECTED TO THE ROOF ASSEMBLY, THE LU I"xlO" or HIDER 3-0d 5-lod PER SUPPORT e.REFER TO SECTION R-703.8.2 CORRESPONDING WINDOWS. TABULATED NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT I EACH END OF THE STRAP. < FLOOR SHEATHING IL TABLE R301 .5 4.) MINIMUM A5TM A655 GRADE E35 STEEL STRAP. 17- — z MINIMUM UNIFORMLY u STRUCTURAL PANELS N TABLE 8402.2 -A DISTRIBUTED LIVE LOADS I" OR LE55 ad lod 6" EDGE 12" FIELD < MIN (IN POUNDS PER SQUARE FOOT) MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE < GREATER THAN I" lod 16d 6" EDGE 6" FIELD Ill MINIMUM SPECIFIED COMPRESSIVE STRENGTH (F10 USE LIVE LOAD GENERAL NOTES DIAGONAL BOARD SHEATHING Ll — -A TYPE OR LOCATIONS OF WEATHERING POTENTIAL UNINHABITABLE ATTICS AITHOUT STORAGEb 10 "X6, or "X8" 2-8d 2-110cl PER SUPPORT CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 1.) THE �GH/NIGAL 51"STEM SHALL BE INSTALLED I"xlO" or WIDER 5_5d 5-11od PER SUPPORT BASEMENT HALLS, FOUNDATIONS AND OTHER 2,500 2,500 2,5,,r- HABITABLE ATTICS AND ATTIG5 N/ FIXED STAIRS 50 IN ACA__ ANCA TH GHAFTERS 12-24 OF THE CONCRETE NOT EXPOSED TO THE HEATHER EXTERIOR BALCONIES AND DEG<56 40 RESIDENTIAL C.O[�E. I. NAILING REQUIREMENTS ARE EASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING 15 NAILED 5 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAF, CAPACITIES, NAILING BASEMENT SL-AE35 AND INTERIOR SLAE35 ONFIRE ESCAPES 40 REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE D I OUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, GRADE, EXCEPT GARAGE FLOOR SLAE35 2,500 2,500 2,500c GUARDS AND HANDRAILS d 200 h 2.) THE FLU-B:IN5 SYSTEM SHALL BE INSTALLED SHALL BE USED TO MAINTAIN THE LOAD PATH. IN AGCORDANGE WITH GHAFTER'S 25-53 OF THE 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED BASEMENT HALLS, FOUNDATION HALLS, EXTERIOR dd GUARD IN-FILL COMPONENTS f 50h RESI DENTI/k- CODE. TO BE REDUCED TO I-16d NAIL PER FOOT. HALLS AND OTHER VERTICAL CONCRETE WORK 2,500 5,000 5,000 5. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IE3r_ FOR ADDITIONAL EXPOSED TO HEATHER PASSENGER VEHICLE GARAGES' 50, REQUIREMENTS. PORCHES, CARPORT SLAE35 AND STEPS EXPOSED d'e'f ROOMS OTHER THAN SLEEPING ROOMS 40 5.) ELECTRIGAL EGUIFI`-� WIRING AND �RIN5 SHALL BE TO THE HEATHER, AND GARAGE FLOOR SLAE35 2,500 5,000 5,500 SLEEPING ROOMS 50 INSTALLED IN ACCORDANCE WITH GHAFTERS FOR 51: 1 POUND PER 5OUARE INCH = 64,"15 KpaSTAIRS 4,r- 34-45 OF THE RESIDENTIAL GODS. 7.) IN ALL FRAI-ED WALLS, FLOORS AND ROOF/GEILINCS 10.) 1 NTERI OR NALL C.CVERI NC SHALL BE I NSTA-LFD I N A. AT 28 DAYS PSI. FOR 5UBNOTE5 REFER TO THE RESIDENTIAL COPE OF NEW YORK STATE B. SEE TABLE R501.2(1) FOR V4EATHERINC, POTENTIAL. COMPRISING ELEMENTS OF THE BJILDING7THERM/1\L AGC�/ANGE V�7H SECTION fZZ102 AND EXTERIOR, G. CONCRETE IN THESE LOCATIONS THAT MAY 13E SUBJECT To FREEZING AND THAWING DURING CONSTRUCTION SHALL 13E AIR-ENTRAINEE,CONCRETE IN 4.) EXTERIOR NINDO1,l\5 AND CLASS DOORS SHALL BE ACCORDANCE WITH FOOTNOTED. ENVELOFE, A MOI 5TJRE V/,*'-FCF,' RETARDER SHALL BE WALL COVERIN5 SHALL BE I NSTALLED IN AC_,(�- �ANCE D.CONCRETE SHALL 13E AIR ENTRAINED. TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LE55 THAN 5 PERCENT OR MORE THAN I NSTINLLED I N ACCORDANGE A TH SEGTI ON ROO�I. -7 PERCENT. INSTALLED ON THE WARM-IN-ANTER SIDE OF THE 1,�ITH !�-�EGTION R-105. E. SEE SECTION R402.2 FOR MAXIMUM CEMENTITIOUS MATERIALS CONTENT. /ALL GLAZ I NG 15 TO COMPLY WITH SEGTI ON R305. F. FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH,REDUCTION OF THE TOTAL AIR GONTENT(PERGENT BY VOLUME OF GONGRETE)TO NOT LESS THAN INSULATION IN ACGORDIANGE WITH SECTION 8517 596 15 PERMITTED IF 7HE SPECIFIED COMPRESSIVE 5TRENCTH OF THE CONCRETE 15 INCREASED TO NOT LE55 THAN 4,000 PSI. 5.) IN ACGGRDANGE A TH SECTIONS 8505.7 � R305.b, ALL 11.) ASPHALT 5H I NC-LES SHALL BE INSTALLED IN TABLE R301 .2(i) I NTERI OR AND EXTER OR STAI RNA1'5 SHALL BE FROVI DED 5.) VALL AND GEILING FIN15HE-5 SHALL HAVE A FLANS-SPREAD ACC�/�,NGE WITH SECTION Rq05.2. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA A TH A �-EANS TO I H UMI NATE THE STAI R5, I NGLUDI NO GLASSIFIGATION OF NOT C5FF�ATER THAN 200 AND A SMO<E- LANDING;6 AND DEVELOPED INDEX OF NOT C-ITER THAN 450 IN AC.G- RDANCE 12.) IN AC_ OR ANGE WITH SECTION F51q, AFFROVED GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER FLOOD AIR MEAN WITH SECTION R302P NU-�S OR ADDRESSES SHALL BE PROVIDED FOR E SNOW SPEDTOPOGRAPHIC SPECIAL WIND DESIGN FROST LINE TERMITE DESIGN ICE SHIELD HAZARDS i) EFFECTS FREEZING ANNUAL ALL NES E3JILDING35 IN SUCH A PC TI(MPH) WEATHERING UNDERLAY- H INDEX TEMP 6.) IN AGC�ANGE WITH SECTION /,-N ATTICACOS670N AS TO BE DEBRIS WIND, BORNE CATEGORY DEPTH TEMP MENT cid IN!�-�tJLATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT PLAINLY VI 51 BLE AND LEGIBLE FROM THE STREET REGION REQUIRED OPENING SHPROVIDED BE FRODED TO ATTIC AREAS THAT EXCEED 50 S.F. AND HAVE A VERTIG/AL HEIGHT OF 5011 GREATER THAN 25 ANDA 51"�-DEVELOFDED INDEX OF NOT OR ROAD 1-RONTIN5 THE FF-CFERTr. 25 p5F l5o NONE NO NO E3 SEVERE 5 FEET MODERATE 15 REGUIRED F.E.M.A. 4q652P OR GREATER. THE OFEN IN CE:, SHALL NOT GRATER THAN 450 1 N ACCOFDA\�GE NI TH SEGTI ON R502.1 O TO HEAVY BE LESS THAN 22"x5O" AND SHALL BE LOCATED IN A 15.) STAI R��AT'S SHALL BE I NST/-'1,LLED I N AC,�_-,ORDANGE HALLWAY OR OTHER READILY ACGESSIBLE LO�ATI ON. N1 TH SEGTI ON 8311.5 AND HANDRAI LS SHALL BE FROVI DED IN ACC. /,NGE A TH SEGTI ON 831 I.-L5 SITE LOCATION : DRAWING TITLE Emmo REVISIONS PROJECT NO. SHEET NO. LI0THIS DRAWING, PREPARED FOR THE SPECIFIC SUBMITTED M BLDG. DEPT. (11--19) �Ii S U S a PROJECT INDICATED, IS AN INSTRUMENT OF SERVICE, DRAWN BY : F=01,AXr,`CAUALI[:)1C-) 0 BUILDING CODE SCHEDULE Li 25 South Service Road, Suite 200 AND THE PROPERTY OF EMILIO SUSA,ARCHITECT Z� Jericho, N.Y. 11753 INFRINGEMENT OR ANY USE OF THIS PROJECT JB 1045 TASKER LANE ; Ar C h i t e c t PHONE: 516 354 5609 IS PROHIBITED. ANY ALTERATION, OR REPRODUCTION A SCALE GREENPORT. NY 11944 ATFAX: 516-776-9591 OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT AS NOTED 02334 2 E-MAIL: esusa@esarchitectpc.com THE WRITTEN CONSENT OF THE ARCHITECT. DATE : r N Li website: esarchitectpc.com NAILING AND STRAPPING HOLD DOWN CONNECTIONS ANCHOR BOLT SPECIFICATION (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED AT EACH BUILDING CORNER&O.H. GARAGE DOOR JAMBS) (SEE FLOOR PLANS FOR LOCATIONS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS)NOTE: RIDGE TABLE 3.17E TABLES 3.2B,3.2C,3.3A BOARD SECOND FLOOR ATTACHMENT NOTE: ALL STRAPPING TO BE I I/4"X20 GAUGE STEEL OR (REQUIRED FOR ALL NEW CONSTRUCTION SEE TABLE 8301.20) SHT. 3 -O MPH) TYPIPA '51MP5ON' EQUIVALENT - G520 (COILED 5TRAP) ROOF AND SECOND FLOOR ADDITIONS) FOR WIND SPEED 2 -6 "C MPH) ALL COIL STRAPPING TO HAVE MINIMUM 12" BEARING ON WALL STUDS RAFTER (ALL STRAPPING SHALL BE INSTALLED A5 PER MANUF. 3'-0" O.G. (110 MPH) 6" MIN. SPEC I F I GATI ONS) 2'-6" O.G. (120 MPH) 12" MAX. X ALL STRAPPING TO BE 5PAGED AT 16" O.G. -ef ALL TABLES REFER TO 2001 W.F.G.M. COLLAR TIE @ 32 O.G. MAX. "SIMPSON' HD05-5D53 OR WHEN RIDGE 15 STRAPPED. � "SIMPSON' PHD6-5D53 AT RAFTER TO RIDGE CONNECTION G.T. @16" O.G. WHEN NO ° FOR RIDGE STRAP - 3-8d COMMON NAILS OR STRAPPING 15 USED. 2-16d COMMON ° a ° • 7- y NAILS 9 6" O.G. � N 3-I0d BOX NAILS IN EA. FOR FULL LENGTH — END OF STRAP. - TABLE 3.6A ROOF BLOGKING OF STUD PLAN ° O RAFTER @ ENDWALL FOR ALT. GOLLAR TIE - 3-I0d COMMON NAILS OR ° ° 3-12d BOX NAILS IN EA. ~ 3" 50. x 5/16" WASHERS w NOTE: END. - TABLE 5.6A END NUT SETUPILI p r' m GOORDIN,4TE w/ TABLE 3.4B SHT. N-I CEILING DOUBLE SILL PLATE ON COPPER TERMITE SHIELD _ w FOR ALL STRAP GONNEGTION REQUIREMENTS J015T "SIMPSON" HD08-5D53 OR w/ SILL INSULATION AT RAFTER TO TOP PLATE z "51MP5ON" PHD6-5D53 5/8" DIA. ANGHOR = TO STUD CONNECTION 1-1/4"x20 GA. cv — BOLTS (TYP.) FOR STRAP - (SEE TABLE 3.4B SHT. N-I) STL. STRAP OR — 2 AT EACH END OF STRAP ''SIMPSON" C,5-20 ALL STRAPPING, ANCHORS, HOLD DOWNS, FIRST FLOOR ATTACHMENT POURED CONCRETE ADHESIVES TO BE INSTALLED AS PER (REQUIRED FOR ALL NEW CONSTRUCTION FOUNDATION WALL ° e — W FOR ALTERNATE - 14-IGd NAILS AT STRAP, MANUFACTURES SPEC,IFICATIONS. AND FIRST FLOOR ADDITIONS) >°° "51MP5ON" MTS 12 A5 PER MANUF'R5 REO TS. LH (TWO STRAPS TOTAL) (MEETS OR EXGEED5 UPLIFT NOTE: SECTION w REO T5 OF TABLE 3.4) - z - NOTE: N "SIMPSON" HDOb-SD53 1.) USE 5/8" DIA. ANCHOR BOLTS W/ MINIMUM 7" EMBEDMENT INTO (2-STY. STRUCTURES) OR CONCRETE W/ 3" SQUARE x 5/16" WASHERS AND END NUT SETUP. FOR GATHEDRAL CEILING- AT SLOPING RAFTERS OR SHOE PL. "51MP5ON" PHD6-5D532-16d COMMON 2.) ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLAGED . JOIST TO HEADER GONNEGTION5 PROVIDE 'SIMPSON" 5USFLR. (I-STY. STRUCTURES ONLY) , . NAILS @ 6" O.G. BY HOLD DOWNS FOR 5HEARWALLS. "L55U210" ADJUSTABLE HANGER. FOR FULL LENGTH 3.) ONE ANCHOR BOLT 15 TO BE LOCATED BETWEEN 6" MINIMUM TO RIM JOIST FLOOR BLOGKING OF STUD 12" MAXIMUM FROM ENDS AND CORNERS. AT STUD TO FLOOR ASSEMBLY JOIST © ENDWALL TO STUD CONNECTION TOP PL. SPLICING OF TOP PLATE (ONLY APPLICABLE FORTWO-STORY (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) CONFIGURATIONS) z ° ° a TABLE 3.21 16 MTS 16 FOR STRAP - (SEE TABLE 3.4B SHT. N-1) _ , SIM cv _ _ ° ° • ° TOP PLATE SPLICE TOP PLAT SP AT EACH END OF STRAP - • 4 7/8" DIA. THREADED ROC, EMBEDDED 12 I/2" INTO ° •a E LIGE FOR ALTE-RNATE - 14-IOd NAILS AT EA. STRAP, CONCRETE W/ 'SIMPSON' ET (HIGH STRENGTH REQUIREMENTS REQUIREMENTS "SIMPSON" MT5 16 AS PER MANUF'RS REG'T5. x20 GA. EPDXY ADHESIVE) � FOR TEMPERATURES (0 DEG. ONE STORY SAB-ON-GRADE ALL OTHER CASES (TWO STRAPS TOTAL) STL.L. STRAP OR L.-11 TO 40 DEG F) USE '51 MP50NAT (H I GH STRENGTH (MEETS OR EXCEEDS UPLIFT 11 SIMPSON ACRYLIC ADHESIVE)GS-20 BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE — REG'TS OF TABLE 3.4) z DIMENSION(FT.) LENGTH (FT.)I,2'3 DIMENSION (FT.) LENGTH (Fr.)1,2,3 N FOR SECOND - STRAPPING TO OVERLAPN FLR. ADDITIONS FIRST � SECOND FLOOR SHOE PL. 12'-0" 3'-O" 12'-O" 21-011 5TUD>5 BY MIN. 12" 5USFLR. 16'-0" 4'-0" 16'-O" 3'-0" RIM JOIST FLOOR 20'-0" 5'-O" 20'-O" 4'-0" NOTE: J015T 24,-0" 61-01, 24•-O" 41-011 ALL GLIPS $ STRAPS GAIN BE MOUNTED NOTE: TYPICAL EXTERIOR HALL GONST. 28`-O„ 7'-0" 28'-O" 5'-0" FROM EITHER ALL EXTERIOR OR ALL SILL PL. STUDS © WALL TO SEE FLOOR PLANS INTERIOR, BUT NOT A COMBINATION OF BOTH. — ALIGN w/ F.J. 3/4" SUB FLOOR GLUED & NAILED 32`-0" 8'-0" 32'-O" 6'-0" 2x FL. JTS SEE PLANS 36'-U" q'-0" 36T-O" -1'-0" AT STUD TO FLOOR ASSEMBLY a BLOCKING IN5UL. AS PER PLANS 40'-0" 11'-0" 40'-0" 8'-0" TO SILL_ PLATE CONNECTION_ 50 -C 13'-0" Sol.O" FOR STRAP - (SEE TABLE 3.4B SHT. N-1) SAILING TRAPPING:PER TABLE 3.4B AT EACH END OF STRAP — 60'-C" 16'-0" 60'-O" ® EA. END OF STRAP 701-011 I a'-O" 70'-O" 1-1/4"x20 GA.— \, 5TL. STRAP OR - 22-O" 80'-O" "SIMPSON'' C,5-20 SOFFIT MATERIAL A5 PER ELEVATIONS 12" MIN. TOP PLATE STRAPPING: L) TABULATED SPLIGE LENGTHS ASSUME TOP PLATE-TO- I SPLIGE LENGTH AT STUD TO FLOOR ASSEMBLY _ — _ NAILING A5 PER TABLE 3.45 @ EA. END OF TOP PLATE GONNEGTION U51N6 2-16d NAILS PER FOOT, TOP P1 ATF _ TO BILI_ PLATE CONNECTION a ° a a'° STRAP OR MT512 CONNECTOR BY "SIMPSON" FOR SHORTER SPLIGE LENGTHS,THE NAIL 5PAGIN6 a a° NAILED AS PER MANUF'R5 REO'TS. SHALL BE REDUCED IN ORDER TO PROVIDE AN (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) ° °, ° EQUIVALENT NUMBER OF NAIL5. TYPICAL EXTERIOR HALL GON5T, 2.)TABULATED SPLIGE LENGTHS ASSUME A BUILDING FOR STRAP - (SEE TABLE 5AB SHT. N-1) a li Armc ° SEE FLOOR PLANS LOGATED 1N EXPOSURE B OR G. AT EACH END OF STRAP — ° 3.) TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL. a — • 1 d CANTILEVER DETAIL (TYP) END VIEW SECTION NAILING & STRAPPING AT TYP. PROVIDE RAFTER TO KING ATTACHMENT FLOOR & ROOF EXTERIOR WINDOW / DOOR HEADERS WHEN ALIGNED OR PLYw00D LENGTH RAFTERS AND KINGS DIAPHRAGM BRACING 5TUY2 BEARING (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) TO PLATES "L (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) PLATE RATIO LIMITS = H/L < E31/2 SECTION 3.3.5&3.5.5 NAILING SCHEDULE `B' ' (2001 W.F.C.M.) TYP. PROVIDE RAFTER TO "CRIPPLE:" PLYWOOD NOT SHOWN ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS GONNEGTION H2A OR FOR GLARITY RIDGE EQUAL OR STRAP ROUGH NOTATION A B C D DETAIL @ LEFT 0 SOLID BLOGKING T SEAMS O BLOCKING 2 BAYS PEN TYP. STRAPPING BACK @ 48" o.c. DOUBLE 2x MIN. 2'-O" (1) 2x4 I I I NAILING A5 PER _ NALL SHEATHING TO FOR HEADER OR BEAM NAILED AS PER TABLE 5.1 ATTIC y2" ROD REQUIRED 4-0<� TABLE 3.48 SHT. N-I(I) 2x4 2 2 2 AT EA. END OF STRAP SHT. N-I, 2001 W.F.G.Ni. C FOR STUY2 PLYWOOD SHEATHING THREADED ROD 6'-0" (2) 2x4 OR (1) 2x6 5 3 3 8'-O" (2) 2x4 OR (1) 2x6 3 4 4 FOR NUMBER OF Q 80 COMMON NAILS @ 6" JACK STUDS REFER O.G. EDGE FIELD. 10'-0" (2) 2x6 4 5 5 ,q TO FLOOR PLANS 12'-0" (2) 2x6 5 6 6 B HOLD DOWN SEE FIRST 8 SECOND FL. GNW COUPLER NUT NOTATIONS: DETAILS THIS SHEET o MIN. EDGE D15TANGE A. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT AS PER MANUF. APPLY TO DOORS) B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE D NAILING TYP. STRAPPING PERPPING OF HEADER NOTE: BLOGKING 2 BAYS s TABLE 3.4B SHT, N-I I. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, 1 C. NUMBER OF 160 NAILS END-NAILED BACK � 48 o.c. � END-NAILEDTHROUGH AT EA. END OF STRAP SHALL BE GONTINUOU5 FROM SILL TO TOP PLATE OR ADEQUATELY BLOGKED AT JOINTS. MIN. END DISTANCE ADJACENT KING STUD TO END OF HEADER AT EACH 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. EXCEPTION: A5 PER MANUF. WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRAGS 51DE 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD NOTE' THE GABLE EN:-,)HALL OR WHEN A HIP ROOF SYSTEM 15 USED, PATH. ADDITIONAL RODE DIAPHRAGM BLOCKING IS NOT REQUIRED. HOLLOW COLUMN DETAIL D. NUMBER OF 16D NAILS END-NAILED) THROUGH ALL STRAPPING TO BE 11/4'X20 GAUGE SHEARWALL SEG. DETAIL (TYP). ADJACENT JAGK STUDS TO END OF SILLS) AT EACH STEEL OR 'SIMPSON' EQUIVALENT SIDE (DOES NOT APPLY TO DOORS) 6520 (COILED STRAP) REVISIONS SHEET NO. A R PROJECT NO. : SITE LOCATION : DRAWING TITLE : E rY'I I � I O .A THIS DRAWING, PREPARED FOR THE SPECIFIC 0 SUBMITTED TO BLDG. DEPT. (11--19) P�ACQUACIiO RESI�EIVCE to PROJECT INDICATED, IS AN INSTRUMENT OF SERVICE, 0 METAL STRAPPING DETAIL SHEET S s a � DRAWN BY 25 South Service Road, Suite 200 AND THE PROPERTY OF EMILIO SUSA,ARCHITECT ,. JB Jericho, N.Y. 11753 INFRINGEMENT OR ANY USE OF THIS PROJECT '1045 TASKEA LANE /A 0rc h i t e c t PHONE: 516 354 5609 IS PROHIBITED. ANY ALTERATION, OR REPRODUCTION �tn`.���.�--�> -k' — — SCALE GREENPORT, IVY 11944 ,` c� ,. FAX: 516_776_9591 OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT AS NOTED Nwm2 E-MAIL: esusa@esarchitectpc.com THE WRITTEN CONSENT OF THE ARCHITECT. 0 fi_N �'* website: esarchitectpc.com Z\ DATE I A-4 NALL LESENIP 21'-411 EXISTING HALL TO BE REMOVED EXISTING HALL TO REMAIN 2x6 HOOD STUDS @ 16" o.c. (GOORDINATE FINISHES N1 SECTIONS) C) EX15TINO EX15TIN5 EXISTING WINDOW WINDOW HINDON NEW 6' MIN. THICK POURED CONCRETE FOUNDATION HALL A55EI`-BL`( N1 #5 REINFORCING BARS @ h 77-777`7777777 46" o.c. VERTICALLY N/ (1) #5 REINFORGINC-., E3AR5 @ TOP OF HALL, (TIE HALL REINFORGIN5 To FOUNDATION FOOTING) ON GONTINUOUS POURED GONGRETE FOOTING WITH CONTINUOUS 2"x4" KEYWAY AND (5) GONTINUOU5 #5 REINFORGING, E3AIR5 IN FOOTING (5" GOVER MIN.) X 1001%% ELECTRICAL LESENIP 5'-,5 < z 100 GFM EXHAUST FAN. VENT TO EXTERIOR LU NOTE: BOTTOM OF NEW FOUNDATION FOOTING TO SMOKE/GARE3ON MONOXIDE DETECTOR v4/ E3ATTERY- S.D./GM BACKUP CONNECT TO HOUSE WIRING (TYPICAL) BEAR ON 9596 GOMPAGTED FILL OR (VIRGIN SOIL) GLASS SP ,5-65 (I TON/S.F. SOIL F_X15TIN5 CELLAR BEARING CAPACITY) O z O SMOKE DETECTOR w// BATTERY- E3AGKUF S.D. GONNEGT TO HOUSE WIRING (T-'rPIGAL) ks) X X FIRESTOFFINO: (AS PER THE RESIDENTIAL CODE OF N.Y.S.) GENERAL REGUIREMENTS- C) LOCATION:- NEN 2xI2 P/T ND. LEDGER GONGEALED SPACES WITHIN HALL, GONGEALED VERTIGAL 5PAGE5 IN HALLS AND PARTITIONS SHALL 7 NEW 00NO SLAB ED. SBaAT VV 1/2"C-ALV.MIL \D C� — I X PARTITION, FLOOR, STAIR, ATTIC, OR DE FIRE-STOPPED AT EACH FLOOR LEVEL AND AT THE CEILING OF THE ON OR-ARN 0 50-T5 4 1/\�@ I I"O.G. EXISTINc� E3EAM ANI::) C�C:)L_U��NS TC:� F-clE -1AIN GORNIGE GONSTRUGTION, AND AROUND UPPERMOST STORY, 50 THAT SUCH 5PAGE5 WILL NOT BE CONTINUOUS 0 0 (5TA66B;1D TGP i F-MO4 TTP CA 4" THIGK POURED GONGRETE CHIMNEY, PIPE AND DUCT OPENINGS IN FOR MORE THAN ONE STORY OR COMMUNICATE H/ CONGEALED T T --T SUGH GON5TRUGTION, SHALL BE HORIZONTAL 5FAGE5 IN THE FLOOR OR ROOF GONSTIRUGTION. is SLAE3 6"x6", 10/10 N.H.M. OVER 6" THICK GRANULAR BASE. FIRE-STOPPED TO PREVENT THE WHEN COMBUSTIBLE MATERIALS FORM A PART OF THE CONGEALEDPASSAGE OF FLAME, SMOKE, FUMES, 5FAGE BETWEEN 5URFAGE FINISH AND THE BASE TO NHIGH THEY ARE F71 AND HOT OASES. APPLIED, THE GONGEALED SPACE SHALL BE FILLED N1 NONGGME3USTIE3LE MATERIAL, OR BE FIRE5TOPFED 50 THAT NO —PROVIDE A �5"x12"xl/2" THIG< STEEL E3EAIRING, PLATE SET IN NON-SHRINK p00*4% < DIMENSION OF SUGH GONGEALED SPADE EXGEED5 a FT VERTIGALLY OR GROUT. SECURED TO EXISTING 20 FEET HORIZONTALLY. GONG. HALL ASSEMBLY WITH (4) < UP 2 < LU 2 A-4 112''(P OALV. STEEL 'HILTI' ANCHOR __j 7 ED EXISVC,� IL NOTCHINO: 4 BOLTS (b" MIN. EMBEDMENT) (ai (AS PER THE RESIDENTIAL CODE OF N."r.S.) / 2 LL < T 0 LCD 5TRUGTURAL FLOOR MEMBERS SHALL NOT BE GUT, BORED, OR NOTGHE IN EXGE55 OF THE LIMITATIONS SPEGIFIED IN SECTION R502.E> OF THE RESIDENTIAL GODS OF N.Y.S.n 50 'M` I FF F X ANY 5TRUCTURAL HALL OR STUD MEMBERS SHALL NOT BE GUT, BORED, OR NOTGHEE) IN EXCESS OF THE (N 4 LIMITATIONS SPEGIFIED IN SECTION 8602.6 OF THE RESIDENTIAL CODE OF NEW YORK STATE. dJ IX LU X 201-011 F LIGHT, VENTILATION AND HEATING §RR503.1 Habitable rooms. All hobitoible rooms shall be provided with aggregate glazing area of not less than --r-77", 8 percent of the, floor oreo of such rooms. Natural ventilation shall be through windows, doors, louvers or, other 4- approved openings to the, outdoor air. Such openings shall be provided with ready access or shall otherwise be, readily controllable by the, building occupants. The, minimum oponoblo area to the outdoors shall be 4 percent of the, floor- area being ventilated. M.O. _j M.D. Exception5: I. The, glazed areas need not be, oponoblo where the opening is not required by §RR510 and on approved oz) z mechanical ventilation system'is provided capable of producing 035 air change per hour in the room or a EXISTING 5LA5 @) �_ whole-house mechanical ventilation system is installed capable of supplying outdoor ventilation air- of 15 cubic . 1_ co ON &RADE __7 < feet per r".-wto (Gfm) (-7.05 L/s) per occupant computed on the, basis of two occupants for the first bedroom and one oc��upont for each additional bedroom. This exception shall not be allowed in owner-occupied, �A-4 -57< T ono-Forrilly dLjP,1Iing5 not supplied with electrical power in accordance with §RE5501.5 [sic]. 2. The glazed cweo5 need not be, provided in rooms ��hore, Exception I above, 15 satisfied and artificial light is LU provided capable of producing on average illumination of & footcandles (6.46? lux) over the area of the, room INFILL EXISTING MASONRY OPENINGS i�/ + 7- at ci height of 50 inches (762 mm) above, the floor- level. This exception shall not be allowed In owner-occupied, b" GOING. BLOCK. DOWEL TO EXISTING 20'-10 %4.0 one-family dNelhn95 not supplied with electrical power in accordance with §RE5501.5 [sic]. AD-JAGENT FOUNDATION WALL wl 12" LONG #5 REDAR USING NON-SHRINK NOTE: GROUT Gontroctor IL-.o insure, all handrails i,4!th a circular cross section shall hove, on outside diameter of of least 1-1/4 inches (52 mm) and not greater than 2 inches (51 mm). If the handrail is not circular it shall hove, a perimeter dimension of at least 4 inches (102 mm) and not greater than 6-114 Inches (160 mm) with a maximum cross section of dimension of 2-1/4 inche5(5-7 mm). Handrails with 0 perimeter greater than 6-114 inches (160 mm) shall provide a graspable finger recess area on both sides, of the profile. The Finger- recess shall begin within a distance of /C�x rj---� FOUNMATION PLAN 5/4 inch (Iq mm) measured vertically from the tallest portion of the profile, and achieve, a depth of at least 5/16 5GALE: 1/4" = 11-011 inch (E5 mm) within 7/8 inch (22 mm) below the, widest portion of the, profile. This required depth shall continue for at least 518 inch (10 mm) to a level that is not less than 15/4 Inches (45 mm) below the, tallest portion of the, profile. The, minimum width of the, handrail above, the, recess shall be, 1-114 inches (52 mm) to a maximum of 25/4 inches (70 mm). Edges, shall have a minimum radius of 0.01 inches (0.25 mm). NOTE: NOTE: ARCHITECT NOT RESPONSIBLE FOR MEANS AND DOUBLE ALL F.J.'5 UNDER PARALLEL HALLS METHODS OF LIFTING THE EXISTING RESIDENGE. Or- TO EMPLOY HOUSE LIFTING PROFESSIONAL NOTE: SUE3GONTRAGTOR WITH 10 YEARS MINIMUM PROVIDE ARC, FAULT GIRGUIT INTERRUPTER OUTLETS EXPERIENCE IN ALL BEDROOMS NOTE: NOTE: PROVIDE SOLID HD BLOG<'5 DN TO THE ALL FLOOR JOIST GONNEGTIONS TO HAVE OALV. METAL FOUNDATION WALL FOR ALL BEAM AND HEADER TECO' TYPE J015T HANGERS. TYPICAL AT EACH JOIST. POSTS NOTE: ALL STRUGTURAL GALGULATIONS ARE BASED ON THE USE OF DOUGLAS FIR LARCH HOOD GRADE #2. ANY DEGREASE IN THE GRADE OF THIS MATERIAL SHOULD BE REPORTED TO THE ARGHTEGT FIRST BEFORE ORDERING AND INSTALLING. REVISIONS : PROJECT NO. SHEET NO. SITE LOCATION : DRAWING TITLE Emmo n, suemnTED M BLDG. DEPT. (11-&IS) THIS DRAWING, PREPARED FOR THE SPECIFIC Z� RESUBMrrrED M BLDG. DEPT.ICCI Sus a PROJECT INDICATED, IS AN INSTRUMENT OF SERVICE, (6-19-20) DRAWN BY : 1=1^ICCaU^r_)1C3I FIF—SIMEEIMC:0 0 FOUNDATION PLAN 25 South Service Road, Suite 200 AND THE PROPERTY OF EMILIO SUSA,ARCHITECT Fvt Jericho, N.Y. 11753 INFRINGEMENT OR ANY USE OF THIS PROJECT PS 1045 TASKER LANE Ar C h i t e c t Z� PHONE: 516 354 5609 IS PROHIBITED.ANY ALTERATION, OR REPRODUCTION SCALE : GREENPORT, INY 11944516_776_9591- -FAX: OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT AS NOTED Auml E-MAIL: esusa@esarchitectpc.com THE WRITTEN CONSENT OF THE ARCHITECT. z\ website: esarchitectpc.com Q DATE : i HALL LESEND EXISTING WALL TO BE REMOVED - - EXISTING WALL TO REMAIN 2x6 WOOD STUDS C o.c. (GOORDINATE FINISHES W/ 5EGTIONS) A-4 EX15TINO DECK NEW 8" MIN. THIGK POURED GONGRETE FOUNDATION WALL ASSEMBLY w/ #5 REINFORGING BARS NO WORK 46" o.c. VERTIGALLY w/ (1) #5 REINFORGING BARS © TOP OF WALL, (TIEWALL REINFORCING TO FOUNDATION FOOTING) ON GONTINUOUS POURED GONGRETE FOOTING WITH CONTINUOUS 2"x4" 21'-4" 10-2 KEYWAY AND (3) GONTINUOU5 #5 REINFORGING BARS IN FOOTING (3" COVER MIN.) NEW PULL DOWN ATTIC, STAIRis - - - - - - - - - - -27 �4 �P Nr i� DBt. R�l�l1N�- - - �� 0 tid ELECTRICAL LESEND I AROUND OPENING (INSUL.) EXISTING ����� � � EXISTING EXISTING WINDOW WINDOW WINDOW _ - 100 GFM EXHAUST FAN. VENT TO EXTERIOR I 20'-0" 0 °I SINK DW O SMOKE/GARBON MONOXIDE DETEGTOR w/ BATTERY- 15'-0 GLEAR WIDTH = S.D./GM BAGKUP GONNEGT TO HOUSE WIRING (TYPICAL) �( 1 I m0 O SMOKE DETEGTOR w/ BATTERY- BAGKUP NEW TWO GAR NI II DINETTE S.D. GONNEGT TO HOUSE WIRING (TYPICAL) loDI GARAGE ( 1( 1 II NEW I� z I1 II = F (2) LAYERS OF 5/8" I VENT NEW -J+ KITCHEN i0 IR STOi�fi'IIV�: I 1 I Q GYPSUM BD. TYPE 'X' (1 HR. - I STOVE TO I z EXISTING GREAT ❑ (AS PER THE RESIDENTIAL CODE OF N.Y S ) I II 1 II m FIRE RATING) TO BE ON I EXTERIOR---------_ O� CENTER F- � ROOM GENERAL REQUIREMENTS- LOGATION:- dUI _ ISLAND GONGEALED SPADES WITHIN WALL CONGEALED VERTICAL SPACES IN WALLS AND PARTITIONS SHALL ALL WALL5 & GEILINGS I al > d _ X O v m o PARTITION, FLOOR, STAIR, ATTIC, OR BE FIRE-STOPPED AT EACH FLOOR LEVEL AND AT THE GEILING OF THE (TAPED AND SPAGKLED 3 i �� O~I r `p I GORNIGE CONSTRUGTION, AND AROUND UPPERMOST STORY, 50 THAT SUGH SPADES WILL NOT BE CONTINUOUS L-�J X GOATS MIND `fl VEG CHIMNEY, PIPE AND DUCT OPENINGS IN FOR MORE THAN ONE STORY OR GOMMUNIGATE W/ CONGEALED N 3 I J SINK ❑ SUGH GONSTRUGTION, SHALL BE HORIZONTAL 5PAGE5 IN THE FLOOR OR ROOF GONSTRUGTION. NEW 32" �, 36 KSI. STEEL I - FIRE-_STOPPED TO PREVENT THE WHEN COMBUSTIBLE MATERIALS FORM A PART OF THE CONGEALED LALLY GOLUMN W/ TOP PASSAGE OF FLAME, SMOKE, FUMES, SPACE BETWEEN SURFAGE FINISH AND THE BASE TO WHIGH THEY ARE l I AND BOTTOM 1/4" THIGK I VENT NEW --U 4' 0 -- 5 _g AND HOT GASES. APPLIED, THE GONGEALED SPACE SHALL BE FILLED W/ BEARING PLATES BOLTED I DRYER TO = NONGOMBUSTIBLE MATERIAL, OR BE FIRE5TOPPED SO THAT NO Z I (typical of all) I EXTERIOR I I II ` 1 I I DIMENSION OF SUGH GONGEALED 5PAGE EXGEED5 8 FT VERTIGALLY OR I WIO X 45 DROPPED STEEL BEAM I I m I I� I I 20 FEET HORIZONTALLY. N z I I 4'-O"- 6'-2" - - I - -1 REF. } I NEW 2x10 R.R. 16 O.G. N711 2x103„ NOTG ING(2) I x qDR• MICRO-LAM LVL DN AS PER THE RESIDENTIAL CODE OF N.Y.S) 5'-10" - II' I 3'-6" FLUSH FLR. BM. 'i �, II STRUGTURAL FLOOR MEMBERS SHALL NOT BE GUT, BORED, OR NOTCHED IN EXCESS OF THE LIMITATIONS I - - - - - - SPEGIFIED IN SECTION 8502.8 OF THE RESIDENTIAL GODE OF N.Y.S. > > z GG I• N - - ANY STRUGTURAL WALL OR STUD MEMBERS SHALL NOT BE GUT, BORED, OR NOTCHED IN EXCESS OF THE Z m z �+ XI LIMITATIONS SPEGIFIED IN SECTION 8602.6 OF THE RESIDENTIAL GODS OF NEW YORK STATE. O �> 6 - i- -, POCKET O NEW tL z N ° I T LAUNDRY ,� z EX15T1NG z UP 4 2 — d Q I - v J-4 §88303 z DINING O I w ROOM z LIGHT, VENTILATION AND HEATING _ v m � m I r m _ LU ROOM §RR303.1 Habitable rooms. All habitable rooms shall be provided with aggregate glazing area of not less than " ------ LU I- --- _ ~, _ 6 O _ 8 percent of the floor area of such rooms. Natural ventilation shall be through windows, doors, louvers or other CN �, x I N 6" I' " �+ w O ENTRY z O aproved openings to the outdoor air. Such openings shall be provided with ready access or shall otherwise be 3 i i i z readily controllable by the building occupants. The minimum openable area to the outdoors shall be 4 percent of I W the floor area being ventilated. O Exceptions: i i I I 'Co DN. \ / 1. The 9!ozed areas need not be operable where the opening is not required by §RR310 and an approved i I mechanical ventilation system is provided ca able of producing 0.35 air change per hour in the room or a I + � y p P p g 9 (2) 2x12 HDR. I (2) 2x12 HDR. I ��- - - - EXISTING BEAM & whole-house mechanical ventilation system is installed capable of supplying outdoor ventilation air of 15 cubic GOLUMN5 TO REMAIN _ - _ _ o---- -_ x61 feet per minute (cfm) (7.08 L/s) er occU ant com uted on the basis of two occupants for the first bedroom - -- p p p 8'0x7'0 OVERHEAD DOOR 8'0x7'0 OVERHEAD DOOR -2" 3 -6" � EXI'✓T"INO EXISTING � and one cc;upant for each additional bedroom. This exception shall Hoff be allowed in owner-occupied, xi I Y� in. WINDOW _WINDOW - _ one-fo.mily dwellings rot supplied with electrical power in accordance wiith §RE3301.5 [sic]. I— - - �'-�°- - - - - - - - �'�'� - - - - - - -6-��� - - - - -� °1 - 2. The glazed areas need not be provided in rooms where Exception I above is satisfied and artificial light is ED EXISTING COVERED provided capable of producing on averocge illumination of 6 footcandles (6.46 lux) over the area of the room NEW 2x10 G.J. N 16" O.G. I EW 0, LAV PORCH at a height of 30 inches (762 mm) above the floor level. This exception shall not be allowed in owner-occupied, N/ R-25 BATT INSUL. I IU' dP °' one-family dwellings not supplied with electrical power in accordance with §RE3301.5 [sic]. NEW 2x10 R.R. ® 16 O.G. - T�RAGE iY'z z NEW - - -- -- - - - - - - ---- -- - - 0 (2) 2x10 HDR. I - 10 d Iv d z BATHROOM NOTE: — - — -- ----- - --- INFILL EXISTING OPENING I I 'S DY � O Gontroctor to insure all handrails with a circular cross section shall hove an outside diameter of at least 1-1/4 -4 I I X C) IX O _i N inches (32 mm) and not greater than 2 inches (51 mm). If the handrail is not circular it shall have a perimeter H/ 2x4 WD. STUDS 16" I I j dimension of at least 4 inches (102 mm) and not greater than 6-1/4 inches (160 mm) with a maximum cross section O.G. SHOWER of dimension of 2-1/4 inche5(57 mm). Handrails with a perimeter greoter than 6-1/4 inches (160 mm) shall provide EXISTING R.R. E C R R. a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of TO R�MAIN T RE AIN 3/4 inch (Ici mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 8' inch (8 mm) within 7/8 inch (22 mm) below the widest portion of the profile. This required depth sholl continue for Ha 1 11 at least 3/8 inch (10 mm) to a level that is not less than 13/4 inches (45 mm) below the tallest portion of the DRIVEGOURT profile. The minimum width of the handrail above the recess shall be 1-1/4 inches (32 mm) to a maximum of 23/4 TEXISTING EXISTING inches (70 mm). Edges shall have a minimum radius of 0.01 inches (0.25 mm). WINDOW WINDOW 9 F1R5T FLOOD, FLAN NOTE: NOTE: ARCHITECT NOT RESPONSIBLE FOR MEANS AND DOUBLE ALL F.J.'s UNDER PARALLEL WALLS A-- . 5GALE: 1/4" = 1'-0" METHODS OF LIFTING THE EXISTING RE5IDENGE. GG TO EMPLOY HOUSE LIFTING PROFESSIONAL NOTE: SUBGONTRAGTOR WITH 10 YEARS MINIMUM PROVIDE ARG FAULT GIRGUIT INTERRUPTER OUTLETS EXPERIENCE IN ALL BEDROOMS 1 j NOTE: Y NOTE: PROVIDE SOLID WD BLOGK'G DN TO THE ALL FLOOR JOIST GONNEGTIONS TO HAVE GALV. METAL FOUNDATION WALL FOR ALL BEAM AND HEADER TECO' TYPE JOIST HANGERS. TYPICAL AT EACH JOIST. POSTS NOTE: ALL STRUGTURAL GALGULATIONS ARE BASED ON THE USE OF DOUGLAS FIR LARGH WOOD GRADE #2. ANY DEGREASE IN THE GRADE OF THIS MATERIAL SHOULD BE REPORTED TO THE ARGHTECT FIRST BEFORE ORDERING AND INSTALLING. REVISIONS : PROJECT NO. : SHEET NO. SITE LOCATION : �C� ARC DRAWING TTTI� : E C71 I I 1 O SUBMITTED TO BLDG. DEPT. (11-6-19) a5 e���- s� f THIS DRAWING, PREPARED FOR THE SPECIFIC PROJECT INDICATED, IS AN INSTRUMENT OF SERVICE, 0 RESUBMMMD TO BLDG. DEPT. (6-19-20) PIACC�UA[�10 RESI�EiVCE �} r. 'i ` FIRST FLOOR PLAN S u s a DRAWN BY :25 South Service Road, Suite 200 AND THE PROPERTY OF EMILIO SUSA,ARCHITECT Jericho, N.Y. 11753 Pill A=2 1045 TASKER LANE INFRINGEMENT OR ANY USE OF THIS PROJECT :��,ws: � Ar itect � (P __.: - PHONE: 516_354_5609 IS PROHIBITED. ANY ALTERATION, OR REPRODUCTION SCALE GREENPORT. NY 11944 �A F; FAX: 516_776_9591 OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT AS NOTED °?c' a2. �` E-MAIL: esusa@esarchitectpc. THE WRITTEN CONSENT OF THE ARCHITECT. com - a website: esarchitectpc.com DATE EXISTING WALL TO BE REMOVED EXISTING WALL TO REMAIN I 10 -2 A-4 2x6 WOOD STUDS @ 16" O.C. (COORDINATE FINISHES W/ SECTIONS) 21'-4" GI" NEW 8" MIN. THIGK POURED CONCRETE FOUNDATION WAILL ASSEMBLY w/ #5 REINFORCING BARS @ RAKE R < 46" o.C. VERTICALLY w/ (1) #5 REINFORCING BARS @ TOP OF WALL, (TIE WALL REINFORGING To FOUNDATION FOOTING) ON CONTINUOUS POURED CONCRETE FOOTING WITH CONTINUOUS 2"x4" KEYWAY AND (3) CONTINUOUS #5 RE I NFORG I NG BARS IN. FOOTING (3" GOVER MIN.) - - 0i' EXISTING -- - XISTiNC - EXISTING - -- -EXISTING - -� LC GICL LSI�lD 11 -- _ - -- -- - - _ ( 100 GFM EXHAUST FAN. VENT TO EXTERIOR -� SMOKE/GARBON MONOXIDE DETECTOR w/ BATTERY- - --- - S.D./GM BAGKUP CONNECT TO HOUSE WIRING (TYPICAL) -_ EXISTING I BEDROOM 2 � � � ® SMOKE DETECTOR w/ BATTERY- BAGKUP EXISTING z S.D. CONNECT TO HOUSE WIRING (TYPICAL) -_ _.._. __ _ - _ n _ W -7 r -z z wG 1 MASTER ° z -- L - - - 0 Q BEDROOM x o I RSTO �'11�1C�: NEW 2x6 - - - 1- w AV LAV' z 1U w 1- ❑ (AS PER THE RESIDENTIAL CODE OF NYS) 1 - __. F GENERAL REQUIREMENTS- LOCATION,- COLLAR TIES I I ATTIC I X o X o CONGEALED 5PAGES WITHIN WALL, CONGEALED VERTICAL SPACES IN WALLS AND PARTITIONS SHALL 48' O.G. - I J UNFINISHED I w F U ❑ PARTITION, FLOOR, STAIR, ATTIC, OR BF FIRE-STOPPED AT EACH FLOOR LEVEL AND AT THE CEILING OF THE 00 CORNICE CONSTRUCTION, AND AROUND UPPERMOST STORY, SO THAT SUGH SPACES WILL NOT BE CONTINUOUS CHIMNEY, PIPE AND DUCT OPENINGS IN FOR MORE THAN ONE STORY OR COMMUNICATE W/ CONGEALED NEW 2x8 ROOF I __ SUCH CONSTRUCTION, SHALL BE HORIZONTAL SPACES IN THE FLOOR OR ROOF CONSTRUCTION. LEDGER BD. (ON I I GL. FIRE-STOPPED TO PREVENT THE WHEN COMBUSTIBLE MATERIALS FORM A PART OF THE CONGEALED THE FLAT) - I I I I z13 LIN. PASSAGE OF FLAME, SMOKE, FUMES, SPACE BETWEEN SURFACE FINISH AND THE BASE TO WHIGH THEY ARE I� � I z1Q) AND HOT GASES. APPLIED, THE CONGEALED SPACE SHALL BE FILLED W/ `� Im NEW 2xl RIDGE BD. � m I � z NONCOMBUSTIBLE MATERIAL, OR BE FIRE5TOPPED SO THAT NO cv N w -- - - -- -- -, - -- - - - - -- - -- - --- ._-� DIMENSION OF SUCH CONGEALED SPACE EXCEEDS 8 FT VERTICALLY OR N N Qi 20 FEET HORIZONTALLY. N = l Q EXISTING I Q C J. TYPICAL ROOF CONSTRUCTION 'GAF' TIMBERLINE 30 ARCHITECTURAL ROOF -- -- ---------- --------- " SHINGLES SHADOW ACCENT, ICE WATER SHIELD BY 'GAF', 1/2' IIPLI'WOOD SHEATHING, 2x6 ROOF EXISTING ROOF ASSEMBLY TO RMAIN 12 - __-_______ .____. RAFTERS @16 O.G. (DOUGLAS FIR LARCH #2) 8 ROOF TYPICAL ROOF CONSTRUCTION EXISTING ROOF PITCH. -'' � PROVIDE GALV. METAL 'SIMPSON' RIDGE TO 'GAF' TIMBERLINE 30 ARGHITEGTURAL ROOF ASSEMBLY TO REMAIN RAFTER CONNECTIONS TYPICAL AT EACH RAFTER SHINGLES SHADOW ACCENT ICE WATER SHIELD BY 'GAF', 1/2" PLYWOOD SHEATHING, 2x10 ROOF " �l 11 TYPICAL ROOF CONSTRUCTION GAF' TIMBERLINE 30 ARCHITECTURAL ROOF RAFTERS ©16" O.G. (DOUGLAS FIR LARCH #2) !� SHINGLES A a ; _ - --. -- - __ - -- ---.---- -- - --__-- __- --- SHI GLE SH DOW ACCENT, ICE WATER SHIELD NEW 2x8 RIDGE BD. EXISTING WALL BY GAF , 1/2 PLYWOOD SHEATHING, 2x10 ROOF ASSEMBLY TO REMAIN ' RAFTERS @16" O.G. (DOUGLAS FIR LARCH #2) ATTIC NEW 2x12 RIDGE BD. "J ----- - - - ` --- - 2x6 LADDER JOISTS @ 16" O.G. i - _ - EXISTING CEILING _ _ - -_ - - T LY TO REMAIN T/O NEW TOP PLATE '` _ _ _ - - - -- -- - 2x6 RAKE BOARD WRAPPED IN ALUMINUM O.H. 2 2x - - --- O 6 CONTINUOUS TOP PLATE NEW ATTIC - TYPICAL EXTERIOR WALL GONSTRUGTION BEDROOM O VINYL SIDING (COLOR AND STYLE TO BE - w GL UNFINISHED UNIN5ULATED, NO HEAT DETERMINED) 'TYVEK' HOUSE WRAP 1/2"' NEW ATTIC O 0 NO. 3 PLYWOOD SHEATHING 2x4 WOOD STUDS dJ Iv Uj 3/4" PLYWD. SUBFLR. @16" O.G. w/ R-15 MIN. BATT INSUL. UNFINISHED I- I-I 2x6 SOLE PLATE (TYPICAL) UNINSULATED, NO HEAT I X NEW 2x6 COLLAR TIES (9 48" O.G. I2 ROOF 3/4" PLYWD. SUBFLR. I' EXISTING F PITCH T/O NEW FINISHED SECOND FLOOR LOOK � — _ _ — ---- -- - -_--= - -- - - -- --- ASSEMBLY TO REMAIN 2x6 ALUMINUM WRAPPED FASCIA BD. 5" ALUMINUM GUTTER LEADERS 2x12 FLOOR 2x12 FL OR JOIST 16 O.C. -- -- ---- - "- - -- - SOLID B JOISTS (9 16 o.c. - D B OGKIN 8 -O o.c. MAX. CONTINUOUS VENTED VINYL SOFFIT LOCKINO o 8' O"o.c. MAX. .; (2) 2x6 CONTINUOUS TOP PLATE _ (2) LAYERS OF 5/8" GYPSUM BD. TYPE 'X' (I HR. = 0• _ `_ FIRE RATING) TO BE ON ALL WALLS a CEILINGS T_ _ (TAPED AND SPAGKLED 3 GOATS MIN.) -- - (2) 2x6 SILL PLATE P/T W/ SILL INSUL. _ z COPPER TERMITE SHIELD 6 5/8" dia. x1.2" LONG = z NEW NEW NEW NEW - N 'J' ANCHOR BOLTS 3 -O o.c. (12 rr,C.�M N - _ = J NEW 2 GAR GARAGE CORNERS) TYPICAL - _ NEW 2 GAR �; MUD 0 BATHROOM PANTRY HALL = W NEW 'THIN-STONE' r = GARAGE = � � ROOM 3 O E VENEER TO BE IN5 AILLED �� v z AS PER MANUFACTURERS 5PEGIFIGATION5 W =I EXISTING FLOOR Lu T/O NEW FINISHED FIRST FLOOR z - Z _ ASSEMBLY TO REMAIN PITCH SLAB T/D GARAGE SLAB I i 1 J" •a.1 'a U:. - - - .,Jam. "d. !J _ —_ • e • Pr.. I J I P 7 t --- �, � , J 21 5 s .� �l. 111 y _S .1 - —_— __ � , - __ i - ___ . %�Tx, h, ,%&x .t.%&%b hb_%., x_5. _�% G 4,a%G Ta, .7.,s a+�+.a J�x'!v- .• - - - — J_ - SGS' a, t1'-b- .. - �., _ --- d J-1 — _S - NEW 8 MIN. THICK POURED CONCRETE ;= ,.,,, G, ,%,;,iT, ITT -iTl--- 1-- - - — o --1 I�- -1 i�---III_ III - - , I I--1 ; - I I -� - _ I ,.. - - I --' - � �� � , I - z III 11 � III I I I I I I I I� , .. I I I I I III 11 1 I I •. I - , ' >v I -- � �— ' - I ' ,.a;�;h :�- � � �, I , - - - -- -- - - — - -- --' - - - O _ - 11. 1 - -I — -- 4 THICK POURED CONCRETE SLAB WITH 6x6 , 10/10 -- -- — -- --- --. .• __I ___-- _-- - — -.-- FOUNDATION WALL ASSEMBLY w/ #5 - z ', - I --_I -III- -1 I_ - -� III - �_- _I_-- --III- - �_� �_�_I. III - 4 THICK POURED CONCRETE - — - -- -'-, SLAB WITH 6x6 , 10/10 -- — EXI5TIN6 GON - -- - -I REINFORCING BARS @ 46" o.c. R m I_ �, . 1 1 -I I I--= I I I -G. SLAB TO REMAIN. -- - - -- --III---WWM. OVER 8 MIL. POLYETHYLENE VAPOR BARRIER ===1 -I -=III VERTICALLY -- - --- --' - .. .'. WWM. OVER 8 MIL. POLYETHYLENE VAPOR BARRIER = _III OVER 6" THICK GRANULAR BASE. 1 # r •.- : - III - -- III- -_ _ - -- O 5 REINFORGIN� BARS TOP OF WALL OVER ". - - NEW 2xl -- _ - - - — - -- — - - - - -I - -- -- - THICK GRANULAR BASE.__ -- �_ 1J -I_ -' 6 - - _ I'- -- -D F.J.F.J- 16 O.G. w/ R-30 BATT INSUL. - — -I.�_-�-- -- --� - - I --- - - �--- - - I � - - I - - --- - --- I 1 r� I I I I - I ' '- I --- � - - --' --- -=.' �_� � � � ' - I ' -- :� ' - I-- III-- � - --I — - I _ - - I -- -- --- -- - -- - - -- - -III---III— ' — I IIIIII---III-- - -_111=I -- --- _ - _ _ --- -- -- - -- - I -- --_ -- TIE WALL REINFORCING - I I I -_ � III III- III III III III I I I -I. ._I� _I i �.I_I I I_I, �I� _II_.i I�� I_-I-I L I_ ( To FouNDATION I -- ' I- -_ - I - I , II — I _ --- — 1-= -- I _ _ -- - - = I- -I - I _-I __ = I ' � _ _ III I -I -- 1I I—I I I III_IIIIII--I I =1 I L_-1 I I_- I I III III I I I I III _ — I— I III III I I I__I I I---III—I I ---III- I I—III -I I---I � � I I_ . 1, ; =1 � I-=I ! 1=1 I I--III- EDDYING ON CONTINUOUS ' .---' -- —, , ) UOUS POURED CONCRETE III- -;_," ,III _�' L�. - I'. - III- III '" - 1 = FOOTING WIT -I - . - 1 1=_ =III =1 I ' -- III --- H CONTINUOUS 2x4 KEYWAY - �_I----I I_I _,I -- III 1 _ _ 4 THICK POURED CONCRETE 51AB WITH 6x6 , 10/10 _I— L- -- 1=- III 1 1 I - JI CONTINUOUS PRE-MOLDED FILLER AND (3) CONTINUOUS #5 REINFORCING BARS I- OVER 8 MIL. POLYETHYLENE VAPOR BARRIER I OVER 6" THICK GRANULAR BASE. I III, IN FOOTING (3 COVER MIN.) r1,*11\_5UILDIN5 SECTION BU I LD I N A-4 5GALE: 1/4" = 1'-0" A-4 SGALE: 1/411 4" V.T.R. W/ FLASHING COLLAR 2" VENT STAGK 4" SOIL STACK VALLEY CENTERLINE FIBERGLASS SHINGLE 2ND ELR «: ` . .:: :. :::::'" : . No FASTENERS WITHIN 6" OF CENTERLINE /r RIDGE VENT EXTRA F AST ENER IN END OF SHINGLE I H POWDER ROOM K TG EN "'''II'''1....::1';`:;1;`>'>1>:1>:1>: :: •""• APPROXIMATELY 1-1 2" EXTEND SHINGLE AT LEAST 12" BEYOND �•��•• ALL 2 VENTS ALL 2 VENTS »>.. ° — LAUNDRY' VALLEY CENTERLINE :::•i'`' L N Y' i� OOM _— r— :::::: 'j __ CLIPPED CORNER SET E IN _ ROOF OOF CEM FIBER r I ENT FIBERGLASS SHINGLE E CARRY UN DER LAYM :;.•... I ( ° ENT ACROSS VALLEY I I I WOOD D D ECKI NG ---�-�- CENTER CR FU LL WIDTH ROLL L OF KIT. WEATHER HER W ATCH J/4" V E INK GLO H E5 D G. 5 Ir W.�. LAV ° WATERPROOF ERPR OOF I UN SHI D.W. D R NG - E LAYM LE MAT ENT E G OR LASS MINIMUM M I UM 51 NK WA ER 55 MINERALIZED ERA I R L Z EINE ED R REINFORCED ROLL ROOFING ED UN OFIN DER G IN LAYM # VALLEY CNT i I C 1-1/2" I I I UNDERLAYMENT 1-1/2" 1-1/2" I I -I/2" ° ROOF RAFTERS _ GROUND ELR ° 1-1/2' I-I/2" I 3" 1-1/2" 211 * WITH A RIDGE BOARD, CUT A 3-1/2" SLOT, 1-3/4" EACH SIDE, CELLAR DO NOT CUT CLOSER THAN 6" FROM EACH END OF THE RIDGE NOTE: RI DC VENT NEW FIXTURES TO COMPLY W/ NEW YORK STATE D.E.G. REQUIREMENTS FOR GERTIFIED 4" TO �-4 N.T.S. hIATER SAVING PLL'MBI NG FIXTURES SANITARY SHINGLES TRIMMED 2" BACK FROM VALLEY SYSTEM CENTERLINE 4 CLOSED GUT VALLEY RISER D I AC RAM A-4 (-5--*,-NFLUMf5IN(5 NOT TOSGALE CONSTRUCTION N.T.S. SITE LOCATION : �1 F , o Al DRAWING TITLE : C REVISIONS : PROJECT NO. : SHEET NO. G 171 I I 1 0 0 SUBMITTED TO BLDG. DEPT. (11--19) V �� THIS DRAWING, PREPARED FOR THE SPECIFIC P1ACC9tlJAD10 RESIDENCE n BUILDING SECTIONS S U S a PROJECT INDICATED, IS AN INSTRUMENT OF SERVICE D RESUBMITTED TO BLDG. DEPT. (6-19-20) 25 South Service Road Suite 200 DRAWN BY : AND THE PROPERTY OF EMILIO SUSA,ARCHITECT 0 �' Jericho, N.Y. 11753 INFRINGEMENT OR ANY USE OF THIS PROJECT JB '1045 TASKER LANE ���--_� ;, r� ID A r c h i t e c t GREENPORT, NY 11944 PHONE: 516_354_5609 IS PROHIBITED. ANY ALTERATION, OR REPRODUCTION SCALE ` , Q� ° �a2 ��'. FAX: 516_776_9591 OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT AS NOTED Arm4 ` E-MAIL: esusa@esarchitectpc.com THE WRITTEN CONSENT OF THE ARCHITECT. website: esarchitectpc.com A DATE : 0 I II J I � ! I I i 71 ,\ I --- --- - -- -- -- -- --12r. -- _ - _ ROOF 12 - PITGH- , _T: [-- - 4 I� GAF TIMBERLINE 30 ASPHALT ROOF SHINGLES �I (SHADOW ACCENT) COORDINATE COLOR W/ ARGHITEGT. MIN. 4'' CONGEALED ALUMINUM STEP FLASHINGAT ALL ROOF SLOPE / WALL INTERSECTIONS. OgL I T/0 NEW FINISHED SECOND FLOOR - - -_ - - - --- ----- - - I IL 11,It ._ I[_ 1 it �L - I',- - - I' '-, �- ,-- _ , -- - -- _ -- --- - __ - - — -- - - -- --- - -_ --- ---- -- - --- - - - - --- -- [ 1 4 x o TRADITIONAL TRI MBOARD AZEK [-I'�-�[ 1_ II _ 1[ I[ [ _ji- J (DOLOR TO BE DETERMINED BY OWNER) O.H. T ,J _ IIP. , J III ][ J[T[ - i. l_ J -I J: -II_ll ;1 . _l - 1 1 II « [ �. II 'I J � I. til -I 1 �• _ III NATURAL CEDAR WALL SHINGLE (7" � I II u - icyEXPOSURE), 16 LONG SINGLE COURSE J, IIID I. (DOLOR TO BE DETERMINED BY OWNER) ! 1 I I ILII III Ji ! — lI [ I I I!' - I!I -' OPEN ! —_, - , I I' -= I I 7n II I �LI InT r - x 4 TRADITIONAL TRIMBOARD AZEK �I (COLOR TO BE DETERMINED BY OWNER) �[ I I [' II I II ,� I I � I � �I� �I I � II �, I ! ! �III II II 1 ,i ! 'I'� � I �� T/O NEW FINISHED FIRST FLOOR j 11 I r1. II I I ' ' I i' : I I lF u - I cV T/O GARAGE SLAB — APF'ROx GRADE .-� - - _ - f It THIN STONE VENEER (STYLE AND COLOR TO BE I SELECTED BY OWNER) r,--*NFRONT EAST ELEVATION A-5 SGALE: 1/4" = V-O" 12 ROOF PITGH 8 W TOP PLATE x 4 TRADITIONAL _ T/O NE _ — TRIMBOARD 'AZEK' 77 (COLOR TO BE DETERMINED BY OWNER 4T - GREENPORT, 'GAPTIMBERLINE 50 ASPHALT ROOF SHINGLEL_ (SHADOW ,AGGENT) COORDINATE DOLOR W/�' _I_ - i- I[-�[ [ _ _ II-_ _� JI; ARGHITEGTIl - �J LII1 I iL T f � J1 MIN. 4 CONGEALED ALUMINUM STEP FLASHING _ _ I_ _ _ . J'I.11 _ _ 1 AT ALL ROOF SLOPE / WALL INTERSEGTION5. IL 11 �T � 1 ! X71 Ili i. I I� 11 rJ I `_ I iI I.JI II 12D 1C i I T_� 'I 1 it 1 � ,II.1 T =I � 14T J' ! 11 I I ROOF-T - _ JI l i�h�� 'r it11 ] r !I ITCH T/O NEW FINISHED SECOND FLOOR fI- - >< � 11it L_ _� _ -- Ii ' �l J I� L: II. l r � F II I i1 II II II I< _ 1 I I� i[ � � IT _ i =�, -I L_I_ 1__1 I J 1 _ o.H"'I, -I f - I' 1 I�1[ _ ,. _ x 6 TRADITIONAL TRIMBOARD 'AZEK' 1[ T11= - h I, l� - It-,_. - JI �[�C 1 [�. " 1 I[ l� I Ii, I 1_ .-IL [ JI �L 1__ �__ (COLOR TO BE DETERMINED BY OWNER) 11 _:_ I i IJ-<' i__ 1C�, 1 III I_� II _ >Jl I[ 1[ .T_ l.� 7II, C _ NATURAL CEDAR WALL SHINGLE (-1 l TJI� � � �_�i 1LhL�� i � I I[_� II. I II IIT � �L_� � 1 III 1 IJP 1, �_,I h II JI�I[ I�� T J��_ T !�I I II 11 I � � II r ,_ I I 1_ . _ I i� I- �'1� '�� 11� EXPOSURE), 16" LONG SINGLE COURSE 1[-� --[ S11 U ;' [ L_IJ _� ��JI� �[J I _ _ III 1. I�`I� II ! - _ _IY_ ._ _ I_J 1L,_� _ [_ Tll �� l� - - i (COLOR TO BE DETERMINED BY OWNER) 1 �, II __ IlL n�- i_ h -__ J11 Ul I II 1 - ,I� I� � ,� -C T [I l ` II �L [ l� < A 11 T_� �i 1 I'I JI l�1 ILII I C l[ _._ � L� I` _[ Jl fi �, I� _II. 11 i[ t I ll IlI[ I � 1[ I! 1� 1 ] 1<,.I !'',� )[ �� I- T J ; l 1 1- I lel_ 11 11 l II 11�I II i% 1 1L 1[_l � � l` Iil fl11 _II J 1[- 1 T/O NEW FNISHED FIRST FLOOR J' ~ !, :: II �,�' 'II!i ,IT_ L[ ��_l I 11 IS� -� � _¶'. _ I_ _ h l�- _F -I L - T 11 - _.r _.,, _ _ AI=P�zOx GRADET/O 6ARA5E SLAB THIN STONE VENEER (STYLE AND COLOR O BE SELECTED BY OWNER) SOUTH ELF.�lATION SGALE: 1/4" = V-O" SITE LOCATION : 'C - AR DRAWING TTTIF : EmI � IO REVISIONS : PROJECT NO. : SHEET NO. d ®SV i 0 SUBMITTED TO BLDG. DEPT. (11$19) THIS DRAWING, PREPARED FOR THE SPECIFICS U S c`a 0 RESUBMITTED TO BLDG. DEPT. (6-19-20) DRAWN BYP1ACQUAE)110 RESLK3EIVCE C� EXTERIOR ELEVATIONS PROJECT INDICATED, IS AN INSTRUMENT OF SERVICE, 25 South Service Road, Suite 200 AND THE PROPERTY OF EMILIO SUSA,ARCHITECT 1045 TASKER LANE t * Jericho, N.Y. 11753 INFRINGEMENT OR ANY USE OF THIS PROJECT JB AC C h 1 t@ C t PHONE: 516_354_5609 IS PROHIBITED. ANY ALTERATION, OR REPRODUCTIONAmn5 N'Y 11944 �0�"`" FAX: 516_776_9591 OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT 0 SCALE AS NOTED 1 2 �r -thy, E-MAIL: esusa@esarchitectpc.com THE WRITTEN CONSENT OF THE ARCHITECT. 0 r website: esarchitectpc.com DATE : I I I IIFIT ., I CAF' TIMBERLINE 30 ASPHALT 8001= SHINGLES - -_ (SHADOW ACCENT) COORDINATE COLOR W/ j ARGHITEGT I T/O NEW FINISHED SECOND FLOOR d_ -- —_-- -— _ - -- - --- - - T-1 �- -L �I - - - I 1 J � ,L�lnJ� _� � .�� 11.,= IL-II � _;���I T_ �-,! �I_.. �� 4 x 6 TRADITIONAL TRIMBOARD AZEK ]I � I �I_ � I �_I �1� _u. T L I � L.'_ '''li 1[ l- �I I' J ' � ( D BY OWNE � , I� . � L_��I I�_ ' I L�I- I I� II. II � �LI7� ��� I COLOR TO BE DETERMINE R) I[ Ti_�I � I _� ]�I I- � I = JI. � _ � - lL L1 - - I'I, r �[�� -ll II �Il 1[ - I -_ I �l I ,I, I I � 1 I; � I;I�J,I .I��- �_ „ �- _ .11 �I� �,II I >I i� I II , Vii. II : -I I 'I I � I T T ,! NATURAL CEDAR WALL SHINGLEIr (7" EXPOSURE) 16.I -- ! L OPEN ! iL L P. I LGNG SINGLE COURSE II G l Ji III-i I.. ell �I� I II �il II l II I JI �I I ILII �. IIJ II Ill - 'I' (COLOR TO BE DETERMINED BY OWNER) T �_II II I .ii i'I If�I �I l� I T]! I I i � II 1L� it f'I� T/O NEW FINISHED FIRST FLOOR �I.!'', I �fl� _ I I ,, I-. SII-11 ;�- - ', � ' , II„ �.)I _ ' I I -� �I l� I� �I I I I�,, � ,. ��'<1�� �II I II L = -- 1I - - - - - - --- 17 Eil k r# 1' - 1 APPROX 6RADET/O C-2AF AC5E SLAB N — — — \ THIN STONE VENEER (STYLE AND GOLOR O BE SELECTED B`' OWNER) REAR (NE5T) ELEVATION A-b 5GALE: 1/4" = 1'-0" REVISIONS : PROJECT NO. : SHEET NO. SITE LOCATION : , D SRC DRAWING TITLE : E m I I I O SUBMITTED TO BLDG. DEPT. (11�-19) A THIS DRAWING, PREPARED FOR THE SPECIFIC 9 �' EXTERIOR ELEVATIONS S U S a PROJECT INDICATED, IS AN INSTRUMENT OF SERVICE, RESUBMITTED TO BLDG. DEPT. (6-19-20) DRAWN BY PlACQUAC)10 RES��EIVCE 4 ` � ^ .-4 25 South Service Road, Suite 200 AND THE PROPERTY OF EMILIO SUSA,ARCHITECT JB 1045 TASKER LANE " -. x, _ A r c h i t e c t Jericho, N.Y. 11753 INFRINGEMENT OR ANY USE OF THIS PROJECT "'- '-'_ PHONE: 516_354_5609 IS PROHIBITED.ANY ALTERATION, OR REPRODUCTION , ,,A `, za � SCALE : III GREENPORT, INY 11944 �+ ��- FAX: 516_776_9591 OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT AS NOTED E-MAIL: esusa@esarchitectpc.com THE WRITTEN CONSENT OF THE ARCHITECT. 0 �F °" - website: esarchitectpc.com DATE