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HomeMy WebLinkAbout47102-Z TOWN oFSmUTHDLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE -%,llv SOUTHOLD,NY BUILDING PERMIT (THIS PERMIT MUST 8EKEPT owTHE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47102 Date: 11/10/2021 Permission ishereby granted to: io!deriou,Michael w Rd To: Construct additions and alterations to existing single family dwelling as applied for and per ecnDapproval. pupremises located at: 1� Ruth Rd.,Mattituck Sec/Block/Lot#106.-7-14 Pursuant(vapplication dated _������1_ and approved by the Building mapumnr, Toexpire on _�1�uy��_ reao� uINocoFAMILY DWELLING ADDITION onALTERATION $/.620o0 co ADDITION zuDWELLING $50.00 rv*/. m.670.80 P'0$ 4,X TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Flail Annex 54375 Main Road P.0.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 https:h�y��K�'�j tj y g IfliqkLownu-�gqv APPLICATION FOR BUILDING PERMIT F.,Of(-Uw O�ly r 1\ L PERMIT NO.,...q' 13uddinglnsPectoi� ... .7./ ................. ------------- ----- 4q 10 'ti wn BLALDING DEPT TOWN OF SOUTHOLD Date: -7-7,-,,`7-77 777-7-7� '0 The.n. Project Address: 1245 Ruth Road Mattituck NY 11952 Phone#: (917)282-0011 Email tiodanou@acx,co, MailingAddress: 204 Bayview Road,Manhasset NY 11030 --77777-77-777--77 -1777777-,7-,- 777777 7-77 Name: MailingAddress: 0-� Phone#: (7-Q) q Email: r�,��7 7777- �7-77777-77---'- ................ ION, ........... Name: Gius-eppe-Adragna 516 289-2461 — ------------- MailingAddress: 29MainStreet Cold Spring Harbor NY 11724 Emai Phone#: a2archl6@gmaii.com --`--'7777"777-=- 77/................. ...........- ... ...... 777 Name: Gary Courtier Home Improvernents MailingAddress: 1618 Grundy Avenue Holbrook NY 11941 Phone#: (631)563-9200 p.tt,y@gary�purtier.com 7�-77-77-7"/=7777 777`7,777,77 �7�j7F-'7777-77'-,�-7 7" 77�� UrT, .......... E]NewStructure [KAddition DAlteration FIRepair LIDemolition Estimated Cost of Project: DOther 200,000 $ -—------—---------- Will the lot be re-graded? 11Yes[X)No Will excess fill be removed from premises? L]Yes 1ZNo -----------I................................................ —----------------—........................ ...................... PROPERTY INFORMATION Existing use of property: Residential,1 family intended use of property: Residential,I family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? Dyes IN No IF YES,PROVIDE A COPY. 1771 Ch e��k,ll�0��0N,'o,F'4 f,,NR�� i�1 The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPUCATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone ordinance of the To"of Southold,Suffolk,County,Nm York and other applicable Unus,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable lam,ordinances,building code, housing code and regulations and to admit authorized Inspectors on prermses,and In bulldlng(s)for necessary Inspections.False statements made herein am punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pri name): Giuseppe Adragna IMAuthorized Agent 00wner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF 55�_��,K." �.q I — GiuseppeAdra na being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent/Architect (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 20 Z Notary Pu ("2) of 5,29", Ko P P 0 P F'R T Y 0 N E 8,J T 1, 0 F,,,,,ZnO,f0"j, (Where the applicant is not the owner) Theana lordanou residingat 204 Bayview Road,Manhasset NY 11030 ,—----___-----......... do hereby authorize—.-.Giuseppe Adragn4_,,_,,............................................ apply on my behalf to the Town of Southold Building Department for approval as described herein. owner's Signature Date Thea.na lorclanou Print Owner's Name 2 ROAD f.ra C,.7 C.] cs ,W.. a. CSJ t v}f✓.w 0'YMrM1L;, 'FAd'(0'M q C78b'S t kv, LtCnlC. ..da a STORY WOOD tvc x,Nr�,y _rt:e d F(,,1hfC CAY E'rV kP• 4 �,.,.Y aa,N C w✓rnrcrere" NICO V IC PA 710 ktP C7/TC ,. p�ti (rF1C7fI(J1J(a 22 pi POOL �" e¢d`rnaurvr�W2iSxr ✓f d "^,d .a~4 AC?" .Jd'7,• �/ �". 'F`r xx crrxNvax rw a LOT I f MjX .54481 FILED 4/.,7/70 0 PUY 1bZy3't,A81V„"Y'Of" "4�fFd`pE)E�M 2G'AJ�lRi/, 'P999 PMID MMJARY'1.9, 194.9 ;`C,AU d —Jcl 174 N4ACa —1,047._07-4 4..07'201 Ah"hA— fS,84.4".375 OF d4i BLOCK 16 0 364 ACRES tN M E"Jk"'d�h"'.a,,uia�6i41,4 C1C... CSC l�J Jt°lC)C) F',` 1;4 7E nFcly iv o-fuau rycin-sux f,;,n w.i,cau Ah..'1.1-v :iPTCbAI r b'A',q v ar MAr 7l7ZICRC ftiTMIV 01 500THC'➢t,L: og—ilei rYSvr,. fkdu kc4l err / P' 01 t v.� j ,,,,<,d ?aU F f..7 Co)C.F 1T!, PV°r. u Vhvv w:unlyyuerx«,3 rek Ifsm Isr„.9pnµ!rn[:or+zinuro. ese9rd.r r asrc nry t ,mhtm r.+ cktrtei��vaf iucwifiwuoiawla r:i r,,e.Raxu aywar�t u�wnay.a. GbhV?AM T.'LC) f) .a.""&Jd7W'L_'Yt"P7 P lU,'VFyF"D FOR CHRIS LAz hMP7rES �r`Y,vM�d"Y C J,e;,,}kf,5"d��'dV� JIT G" aA An ruat.fr ANGS"'LIPC/!/gT'AYd8d3('S P 0, /va 294' A1117!"d.ml LA?Ald M", r('HK J Of Soil'fHOM NF"V9+' "IPTF'f')B.OT, NY It?66 5PE� el�F ,vF,�+3.✓ 7 o'—v& 4 Ya u ¢ dlt t. vt ea d t m¢tl f ° ',i1'rd", "✓" rroc�I xtl�aN+ P t f da lr E! ra,,rd f.a a vaolld w uem C E@@." 5 ....,,. r uu;n ddtl'J 4'nN F'� � l /� " �.^toly w daa,"8.e, r.„v�,tn A!a , O, 4 ti(6h"V✓4.YUk" rt, w t�Vu�au4r G a V.o '��' NYS 1C;, tVV,',r. 49.213 r IMpRGvvE ry LtOi �`) L n F II19 RUrFI ROA[5 t N � 2,7 ( T � IM46w'*rv�aAaC Y a.uNfiB b N ,ut?u'wrtaunrt' �.aen fm N- va p 1 Jw pnmu"1nxmnu .f. IY ;i. 1.1W 11 vll 77 a.7 l l y f I i I � w>Mimn i L Aoauid��On rnr,L I 1 i1r .rru d� �I p p I �� �. — w:„wwwra.w.u. v,✓...w,l..vw..war,.m� -<, TEST CLE 'or:.a�r. e.r. a` p °i, i ," I n •/ ..,.. N..k4 Y10 LEACHING POOL `^'^ ,.vmrwwmwn wwrw,.mn Iry.3.7� d .,.»:..°..w.,w...�.w..w..°ww. 2`34' 00 SEPTIC TAW Nole, MwROE LOT :6,. ....�.... N car�wr oroae*or elevenno.rearm Npvow �3as ceu1u Raao �p .i:"i �;'� �. ,. . N� .w. U'8 r g w�R� weE.L I-E a tM [ Z W H N0 f I..,c�F 6uBJ=cT wROPEttI r OTE SCALE. ,,, OV RNg51AtgC715t7�C z LU�UBtil��oat.„ 611 wdon nmuou. .__� ._.. ..... Fl. .,,,,,,. ,w...,�...._ r r � 1', �f� 1" 1 ld� 1 Iaro �lao nar €�uraocr�.rc1 � u . la I aw Gp I zzj dM 8W 1� [1.4.R.T.R-A. 6� I �� � 10128/2027 „I �.tr r�r6 -- C b ML I In ocr aT ,u,.... DRYWELL .........- emnwwnmr mrvwnwnul mwrw.wn IRlwu.�ammrummm�munlnrvnwumlluwnwnlunnwwlw wnw6wanlunuem. rnl warm nen Rennu Im I .wy ewwuwwawrn Iwn /Ovc) I o ( . � - < i ���ro��, 6LS �7�a�- -. . I T,45LE F,301.20) CL11IATiC $ GEOG;RAFNiC DESIGN C1RITEi�1,� GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM: WINTER ICE BARRIER FLOOD AIR MEAN c LOAD SPEED TOPOGRAPHIC SPECIAL WIND-BORNE DESIGN WEATHERING FROST TERMITE DESIGN UNDERLAYMENTNAZARDS FREEZING ANNUAL n�� EFFECTS WIND REGION DEBRIS ZONE ATAGOR LINE DEPTH TEMP REQUIREMENT INDEX TEMP , 25 P.S.F. 130 MPH. N/A N/A II MOD/ 1 YES B SEVERE 3 -0 HEAVY 15°F YES VARIES 1500 OF < 52.9°F TABLE R6m2.3C1) TABLE 860230) - continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS NUMBER AND TYPE SPACING OF DESCRIPTION OF DESCRIPTION OF SPACING OF FASTENERS DESCRIPTION OF BUILDING= ELEMENTS OF FASTENER ab"'d FASTENERS BUILDING= MATERIALS FASTENER b,�1,s EDGES(Inches) INTERMEDIATE SUPPORTS (Inchera''� Joist to sill or girder, toe nail 3-8d Wood structural panels, subfloor,roof and Wall sheathing to framing,and particleboard wall sheathing to framing "~ 1" x 6" subfloor or less to each Joist,face nail 2-Sd 3 5/16 - Ins 6d common nail (subFlQor, wall) 6" edges 2 sta les I r4 Sd common nail (roof) 4" rake 12g interior zones = 2" subfloor to ,Joist or girder,blind and face nail 2-166 '3%2 - I Sd common nail (roof) 4„ adees 12& g 9 ° � Sole plate to joist or blocking, face nail 16d 16" o.c. Ye- Ilia I(dd common Hall or Sd 6" edges 0) deformed nail 4" rake 12 � r_ a Top or sole plate to stud, end nail 2-16d ° Other wall sheathing' N � tsp Stud to sole plate,toe nail 3-8d or 2-16d a"regular cellulosic fiberboard I'rz galvanized roofing nail 6d N U _ sheathing common nail staple 16 ga.,1'iT long 3 ro - QIVISION 01 GENERAL REQUIREMENTS: Provide 4 Inch slab with 6 Inch x 6 Inch 10/10 WWF on 6 Provide steel ladders permanently Installed as aide of MICROLAM: DIVISION 09 -FINISHES: Double studs, face nail loci % structural cellulosic fiberboard ti mil vapor barrier In Cellar and Garage.(All slabs are egress wells.Provide light weight hinged metal rates 24" O.C. I n galvanized roofing Hall 8d 3 f Insurance shall be verified in writtn 'to the 95%compacted fill).Pitch porch/patio and garage at egress wells or wood railings as field conditions SCOPE, sheathing common nail staple I6 ga„iia long 3 6 Q" Provide samples of all finishes to Owner for approval Double top pidte5, face nail IDd 24° O.C. 'she structural cellulosic fiberboard 1914 galvanized roofing nail 8d � � � All proof o g Owner and Archltec!including but not limited to Blabs 1/8 Inch per foot minimum away from house. dictate. This work Includes the complete furnishings and prior to ordering.All Interior finishes are as epedfled General Lla rchi,Workman's Compensation and Dioabillty, Installation of all "Micro-lam" lumber beame as shown in by Owner's Interior Designer. sheathing common Waif staple in ga.,19q long 3 Tri The Owner shall be res onaible for maintaining the Provide poured concrete foundation walls(see plan Provide EPDM flat roofing and all related flashing the drawings,herein specified and necessary to SOI& plate t0 ,Joist Or blocking dt braced wall panels p where indica led.metallatlon shall meet manufacturer's 3-16d 16" O.C. ir2 gyp g Pa galvanized roofing Hall, ed proper property Insurance during all phases of work for thickness and reinforcing). complete the work Interior walls and telling: Tape and spackle drywall,(3) Sum sheathin 4 common nail.staple galvanized,Iola 8 O � requirements. coats 11 prime,2 finish). Tape shall bs fiberglass type. Dou e top plates,minimum 48-inch offset of en Joists, Face nal In — The work and materials shall be guaranteed for one ll) All Footings shall be poured on virgin soil and minimum MATERIALS: Walls and telling to be ready For paint. Id ed area g-I(od long.alis ecrewe,Type W or S year,commencing with the General Contractors final 36 Inches below grade. Provide 5-1/2 Inch metal etude at 16 Inches OG.with The micro-lam lumber beams shall be manufactured from c galvanized roofing nail.Sd `a \\ 5 4 r sum sheathin 5 g e gyp g common nail.staple galvanized,its CO OC payment.During this time the contractor shall make: top and bottom tracks in all basement partitions - micro-lam brand parallel laminated veneer lumber All drywall shall be attached to framing with screws only, Blocking between Joists or rafters to top plate, toe nail good on all defects.Granting of a Certificate of Do not pour concrete In wet or below 40 degree adjust gauge due to spans. utilizing 1/l0"or 1/8"thickness Douglas Fir veneer glued 3-8d long.Isis ecrewe,Type W or S max.12"o.c. Wood Structural panels, combination subfloor underlayment to framing Z occupancy or the owners use of the premises shall not weather. le in a continuous pieces with all grain parallel with the Rlm Joist t0 top plate, toe nail conelltute acceptance of work Provide drip caps at all exterior openings, length of the member. Laminated veneer limber shall be All labor and materials shall comply with the Sd 16" O.C.along each edge All concrete shall be at least 3,500 pal.General of single one-piece length,free of ringer Joints,scarf requirements OF the US Gypsum Company and(N.Y.6C.) — 7he contractor shall vlsli the site and verify all Contractor shall be responsible For providing the Provide copper crickets at roof as shown. joints or mechanical connectlone In full length. Top plates, laps ai corners and intersections, face Hall 3j4 and less bd deformed nail or Section 81023. 2-Imd 8d common nail 6 I'.2 conditions. Any discrepancies,voids or problems shall Architect and owner with receipt Indicating concrete be reported to the Architect before submission of strength based upon cylinder tests.Provide separate Provide zinc coated copper flashing at intersection MEMBERS: Provide 5/6 Inch Type X gypsum board in garage and Built-Up header,iW0 pieces With try" Spacer 16d bra I 8d common nail or bid. A submission of bid shall imply contractor cylinder tests for slabs,footings and walla. of wall°and covered porches/patios -back with Ice Veneers shall be dried as required.Adhesive used to mechanical room(tape and epackle)and seal all 8d deformed Hall 6 1:2 acceptance of the drawings and all existing conditions. and water shield.Extend up walls 12 Inches. laminate the veneer shall be waterproof,meeting the openings with approved flame retardant caulking as — All concrete work shall comply with the requirements of requirements of ASTM D-2559-16,uniformly applied to Continued header, LWO pieces 16d Ifrs - llr4 0 common Hai or prescribed by IN.Y.S.G-) 8d deformed Hall 6 Contractor hereby specifically acknowledges that the the American Concrete Institute (ACI),AGI 301,304, Provide copper drip caps at all rake boards. the veneer at the required spread rate. — 12 0 contract documents are full and complete,and 305,311,35,318,and 341 and(N.Y.S.C.)8402.2 and ASTM Provide 5/8 Inch moisture resistant gypsum board In all Gelling Joists LO plate, toe nail 3-8d For SI: 1 Inch= 25.4mm, I foot=3m4.8mm, I mile per hour-Lromg km/h � � � 9uffiUent to have enabled It to determine the cast of c1151. Provide 1/2 Inch web atiffenera - in steel beams lboih DESIGN: baths and kitchen. a, All nails are smooth-common, box or deformed shanks except where otherwise stated. U ?--i H� aides)below steel columne/beams above. Micro-lam lumber beams shall be deafened to meet the Continuous header to Stud, toe nail 4-Sd b. Sta les are 16 di e wire and have a minlmum ."I p g g 7{6-Inch on diameter crown width, ("y O 0 ,.� the work and that the drawings,the a enable the and dimensions and loads Indicated on the plans. All Provide 1/2 Inch"duro-rock"gypsum board at all c.Nails shall be spaced at not more than ro Inches on center at all supports where spans are 48 Inches or greater. all addenda(if any)are auffictent to enable the Reinforcing: Contractor to construct the work outlined therein in A,)All reirforcing bare are to be the diameter shown, Provide standing seam copper roofs as indicated - designs shall be In accordance with standard shower and tub enclusures In bathrooms. — accordance with all laws,and otherwise to fulfill all of deformed intermediate grade billet steel having a fully flashed, engineering practice. Complete design calculation CElling JO(St, IdpS over partitions,face nail 3-Imd attons under the contract documents.In design strength of 40,000 psi per(N.YS.G.)Section ahowin member forces and atressas and allowable load d.Four-foot-by-8-foot or 4-fool-cl In this t ple s a shall be applied vertically. ,...1 U e. S acin of fasteners not in I '�"'3 "-� i c� its oblig 9 Provide I/2 Inch paperless drywall In basement/cellar. p g c sided in this table shall be based on Table R6m2.3CU. addition,if Contractor erforma any conetructlon R404,46 end A5TM A 615,A 106 or A 996, are to be available upon request For each Micro-lam Ceiling joist to parallel rafters, face nail 3-106 f.For re Ions havin basic wMd s Beds •r-1 p of 1 Om h or re t r activit and if It knows or should have know that an of B.)Typical cover for all reinforcing shall be three(3) comply with the following American Welding Society lumber dealer. The design of the Micro-lam lumber Interior trim: All trim Jolnta to be filled with wood filler g g p p g e e 8 deformed nails shall be used for attaching plywood and wood � � � � y y structural panel roof sheathing to framing within minimum 48-Inch distance from gable end walls, If mean roof height is mores than 25 Feet, r I f re laterad I e i t r o be under Lhe au a vie ono a after t0 die LO nd the contract documents contains a recognized error,In inches unless otherwise directed. Stands ds: beams let p g and sanded ready For paint. R p — consistency or omission,Contractor shelf be C.)All bare are to be continuous unless specific lengths AWS DI.I Structural welding code professional engineer and in accordance with the NRB 2-16d res onaible For such erFormance and shall bear the are shown.All splices are to be Forty 140)bar AWS D12.1 Reinforcing steel welding code acceptance,and provisions of the national design up to set maximum. � U .For re Ions havin basic wind a s ,--i Wood Floors: All wood floor&to be sanded,slatned " 2-Sd g g g p ads of lmmmph or less,nails for attaching wood structural panel roof sheathing to c�--able end wall U � � f--1 I brace to each stud and plate,face Hall 4_4 p p diameter ntnimum. epeUFication For wood 1984.1 (2)coats and receive l3)coats of non-yellowing 2 5ta IES, 13/4 framing shall be spaced 6 inches on center, l.Uhen basic wind speed is greater than 8mmph, Halls for attaching panel roof' sheathing to � U W cost for correction thereof. polyurethane.No floor to be stained/sealed until wood i, _g intermediate supporta shall be spaced 6 inches on center for minimum 48-Inch ridges, eaves, and gable end walls and 4 inches on center � cZ � U DJ Welded wiry fabric CIIAUF)fa to be 6 Inches x 6 Comply with ASTM A-6,general requirements for ^_ The Contractor shall be responsible for the removal of Inches spaces,"l0 x°l0 gage which shall consist of delivery of rolled steel plates,shapes,sheet piling, PROTECTION: I" X 6 sheathin to each bearin , Face nail — all waste and debris in compliance with all local,state, cold drawn members having an ultimate strength of not and bars for structural use, le properly acclimated and dried. g g — 2 eta les, 13ja to gable and wall framing. r- r•-I O � The Micro-lam lumber beams,like any other wood _g h.Gypaum sheathing shall conform to ASTM G"I9 and shall be Installed to accordancs with GA 253. Fiberboard sheathin shall conform to PH F-I „� CIO and federal regulations and shall indemnify and hold less than 40,000 psi.WWF Is to be placed in all slabs product,shall be el PLUMBING/MEGHANICAL/HVAC: — the Owner and the Architect harmless from any losses or and steps. Conform to various ASTM standards,as noted,and all I" X 8" sheathing t0 ea Ch bearing, face Hall claims in connection therewith.Thea clause shall survive EJ AI relnfordng le to be securely fastened Lo resist requirements of the governing authoritlea. PROTECTION: 3 staples, I3j4 either AHA 194.1 or ASTM G 2m8. g � 0 U U Q) Provide all necessary roughing for complete 3-g L Spacing of fasteners on floor sheathing panel edges supported by framing members and at all floor perimeters only. Spacing of ��-•(( _� O The Micro-lam lumber beams,like any other wood Installation per plans. Wider than 1" X 8° sheathing to each bearing, face nail 4 sta les, I3r4 fasteners on roof sheathing panel edges applies to panel edges supported by Framing members and at all roof plane perimeters. LV -I-) rr--ii the termination of construction,or completion of the movement during concrete placement, roduct,shall be exercised durin handlin to revent y..., Owner/Contractor a reement. F.)At egress wells provide(2)'B bare at top and MATERIALS PROPERTIES p g g p }�-••++ g dame a to the beams. Contractor to rovide and a for all necessar Blocking of roof or floor sheathing panel edges psrpendlcular to the framing members shall not ba required excerpt at Intersection or co O t� bottom and"5 bar at 16 Inches o.G.vertically g p p y y Built-up corner studs The drawings and specifications are Intended to G.)Provide"5 dowels at 36 Inches O.G.extending from 1.Structural steel shapes,plates,and bars shall be inspections,tests and approvals. imd 24" O.C. rr---ii coordinate.Anything found on the drawings and riot footings info walls. ASTM A-36. HARDWARE: adjacent roof planes.Floor and roof perimeter shall be supported by framing members or solid blocking. �i �-•i 0 All hardware Is to be fabricated b others accordin Built-U irders and beams, 2-inch lumber la ers lmd Nall each la er as follows: N co ;-I 0 O mentioned in the specifications or vise versa,or 2.Cold Formed steel tubing shall conform to ASTM y g anything not expressly set Forth In either,but which Is No admixtlres shall be Introduced Into the concrete A-501 All fixtures and fittings to be provided by Owner and p g y y to details contained in the contract drawings. Installed by Contractor. 32"o.c.et top and bottom and � reasonably implied,shall be furnished as though without written approval of the Architect. 3.Steel pipe: ASTM A-53,type E or S,grade B. Black staggered. Q } (� {�tS �y �* !� p specifically shown and mentioned In both,without extra finish„except where Indicated to be galvanized. All plumbing work shall comply with all applicable codes Canaria`���` b)f �f•G� � G J� q�5.. Q) '� O U U char e. All concrete placed into forms for a vertical height of 4.Anchor bolts,ASTM A 301,grade A,non-headed Two Haile at endo and at each _ 4-i U g INSTALLATION: and standards per(N.Y.S.C.)Part VII.Install fixture°and 2” planks 2-16d e ce. At each bearing 7� r-i 4-I C>� more than 36 inches shall be vibrated. type. The Micro-lam lumber beams are to be installed in During the course of construction IF modifications to 5.All steel shall receive one of red oxide primer after accordance with the plans. Temporary construction fittings in strict accordance with manufacturer's C o m �''a n C e C e 'f i C a to \ the design occur as a result of existing conditions, Provide beam pockets at all beams as noted. fabrication to shop. instructions. Roof rafters t0 ridge, valley Or hip rafters: loads beyond limits Indicated thereon are not toe Hall request of client,architect,etc.The Contractor shall permitted. Holes,cuts or notches not previously All offing to be copper or cast Iron except for vent Face nail 4-16d Q tr-]-.Qi r�..a , U submit two written copies of a change order with the Provide sleeves In foundation for all utilitlea as ERECTOR SHALL PROVIDE ADEQUATE TEMPORARY approved by the engineer shall nor be made. The final Ines,All water supply piptng and piping for heating 3-16d U ?--i w iH amended price. The Contractor shall not continue:with necessary-Verify In field prior to pouring concrete. BRACING FOR LATERAL STABILITY UNTIL THE erection of the Micro-lam lumber beam shall be under shall be copper. Rafter lies t0 rafters, face 3-Sd � r-i any changes until he receives written authorization from STRUCTURE IS FULLY BRACED BY THE INSTALLATION the direction of qualified construction supervisor, r-I O the Owner or Architect. PLACEMENT: OF PERMANENT STRUCTURE: Insulate all hot and cold water supply lines.Provide m--i Lateral nail holding and withdrawal are as provided In new water service to residence. 0 U) � 0 If in the course or construction,a condition exists Slump shall not be more than four or less than two the code for Douglas fir sawn lumber. Nails installed Y Q) which differs from that as indicated on these Tans,the Inches as measured at point of placement and by ASTM DIVISION 06 - WOODS PLASTICS AND COMPOSITES arallel to the lue lines on the narrow face shall not Project 1245 Ruth Road Ql � � Q) U p p g Connect all roof leaders to dry wells.- as Indicated on "� Contractor shall atop all related work and notify the 143. be spaced closer than 4 Inches for 10-penny common site plan.Provide 6 inch below ground PVC piping. . . U Architect. Should he fall Lo follow these procedures STRUCTURAL LUMBER: Halle and 3 Inches For 8-penny common Halle. Nails L i 5T OF D F,4 I I I NGS and continue with the work,he shall assume 811 Minimum compressive strength shall be 3500 PSI for Installed perpendicular to the glue Imes on the wide Provide high efficiency gas fired boiler(95% W I `l Energy Code: 2018 IECC w x responslbillty and liability arising there from. structural concrete and 2000 PSI for paving at 28 All lumber and labor shall comply with all local,state face shall be installed in accordance with the code. efficiency or greater)to accommodate residence.Size O U) U U Location: Southold, New York 0 7) � days. and Federal authorities having Jurisdiction. These nailing specifications are based on a member at of boiler to be determined by heating contractor. r--i The AIA document A-tot(latest edition)"General least'/."thick and 3-1/2"wide. Holding power of bolts Boiler to accommodate all zones of radiant heat and T-001.00 COVER SHEET, DATA E GENERAL NOTES i OF IZ Construction T e; Gonetructions,or the Contract for Construction"iahall Concrete shall not be re-tempered by addition of Exterior wall to be 2 inch x 6 Inch O.G.with single sole Installed perpendicular to the glue lines is as forced hot air as Follows: YP Single-family prevail whenever possible. water of cement after it has partially hardened. plate and double top plate.Notching and drilling or provided in the code for dense Douglas fir. A.)(5)zones or forced hot air to be coordinated with - Pro ect T e: � (>� � U >'--i all studs shall comply with(N,Y.5.C.)Section 86026 Architect and Home Energy Solutions. SP 101.00 SITE:: PLAN / NEW DRAINAGE / J YP Addition � •�I p O O � All work shall conform to the 2015 Residential Code of Place reinforcing according!o CRSI recommendations: Specific approval le required For other than nailed B.)Separation of first and second floor zones to be ZONING INFORMATION 2 OF 12 Climate Zone: 4 (5572 HDD) U New York State(latest edition)and all rules and Min.3"cover for surfaces In contact with grade and 2" Interior partition walla to be 2 inch x 4 inch O.C.with and bolted connections. coordinated with Architect and Home Energy Solutions. E M regulations therein and with ail other agencies having cover foi other surfaces,unless otherwise noted. Lap single sole plate and double top plate unless C,)Provide Taco circulating pumps for all heating Permit Date: � � � i--I Jurisdiction. welded wire mesh 12"min. otherwise noted. STRUCTURAL PROPERTIES: zones. A-100.00 PROPOSED CELLAR PLAN 3 OF 12 O N U O D")Provide Isolation valves for each zone. Permit Number: The Contractor shall make sure that all trade's work Consolidate concrete by band or with mechanical Exterior wall sheathing shall be 5/6 Inch CDX plywood E = 2,000,000 FB - 2,800 PSI E.)Provide all necessary wiring conforms to Federal,state and municipal codes(BOCA) vibrators:!maintain proper reinforcing locations. unless otherwise noted.Secure to framing per(N.Y.S.C.) No substitutes are acceptable,unless specifically F.)Provide Indirect hot water storage tank to A-101,00 PROPOSED FIRST FLOOR PLAN 4 OF I2 and ordinances. These shall supersede drawings,notes Table R6023(U noted by engineer. accommodate residence. COI15trUCt1011 Slte: OWiierlAg211t: D251giler�COniCaCtOf: and dimensions in all cases, The Architect shall be If temperature falls to 40 F or below,uniformly heat G.)Provide Honeywell T81 thermostats for all zones - 1245 Ruth Road Adragna Designs, LLC notified of such changes before work Is started. water andl aggregate to maintain concrete between 50 Roof Sheathing to be 3r4 inch CDX plywood. PLYWOOD: coordinate all locations with Owner prior to Installation. A-102.00 PROPOSED SECOND FLOOR PLAN 5 OF I2 Mattituck, NY 11952 5162892461 Non-Famfliarlty with governing rules and regulations will and 80 F at points of placement. Do not use frozen Roof sheathing shall be CDX 2410 plywood,5/8"for H,J Heating systems to be Installed in strict accordance not be cause for "extra"billing. In the event that work materials, calcium chloride,slats or anti-freeze. All All structural lumber(headers,posts,floor Joists and sheathing spanning 16"or less,and%`otherwise. with manufacturer's requirements. has to be replaced for non-compllance,The Contractor exterior concrete shall be air entrained. roof rafters)shall be construction grade Douglas Fir ign sal: shall ba held responalble If he has not notified the Larch"2 and better surface dried to max.14%moisture t All heating equipment indudtng type and location of ,L�,-103.00 ROOF FRAMING PLAN 6 OF 12 a2arch16Qgmail.com Floor sheathing shall be 32/16"structural I < II C-D thermostats and zoning to be approved by Owner. Architect before Initial installation. Maximum deviation From flush, lane or lumb surfaces content,stress raded lumber. Lumber shall have the exterior,Y."thick APA rated,TIG, lued and nailed. shall ba 1A8"per ft.!slabs shall ba level,unless following minimumatresa properties: g J.)Provide outside reset controls and complete �� �� tom uter controls for boiler. P -i OF IZ t6� � p A /T The Contractor shall make any correct one required by otherwise noted. All I wood shall be rade marked and meet the K.)Provide outside air source to Mechanical Room A-104,00 PROPOSED ROOF LAN .'! '-"'.; - _ _ "� ,. {�• AD ``� the Architect.Approval of drawings or echedulee°hall FB 815 psI atandarda of American Plywood Aeaoclailon.CAPAJ (One Sq.In.per 2,000 BTU boiler capacity)with a duct '"^` •^ ^�''" _� ___--. >._ m. ,;',".« k,«. «: ....,,.,' \� Q ,5, �-q ,A i not relieve the contractor from responeibiliiy for Finishes shall be as follows,unless otherwise noted: FV 15 psi with a register within 12 inches of ceiling and a second deviations from drawings and specifications,unless he Interior slabs.- &test trowel smooth Finish E = 1,600,000 psi register within 12 Inches of finished floor. A-20LOO BUILDING ELEVATIIONS - 8 OF I2 Compliance: 7.0°�Better Than Code Maximum UA: 214 Your UA: 199 MdXIITiUm SHGC: 0.40 Your SHGC: 0.40 �' i t �i I 1 L.)Provide new gas service to residence. The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade off rules. 7 * has called attention no ouch d nd se u lin writ en at �terior slab& - broom finish perpendicular to path of DIVISION 01 - THERMAL AND MOISTURE PROTECTION: the lima of submission of bid and secured written travel. All structural lumber shall comply with and be erected In It DOES NOT provide an estimate of energy use or cost relative to a minlmum-code home. (� ��; D approval. Nor*half It relieve him From responsibility for accordance with the national forest products • INSULATION: p g y A-202.00 BUILDING ELEVATIONS g OF 12 - errore in shop drawings or schedules or the proper Formwork not supporting weight of concrete may be aesoclation'e National Deelgn Specificailon For Wood Provide tom tete central air condittonin s stem performance of mechanical equipment and controls. removed after 48 hours of curing at not less than 50 f. Construction,latest edition. throughout residence(number of zones and rchi tec of q (� 1 ,, Insulation shall be foil Faced(typical). ail diffuaere/grilles to be coordinated with Architect The word "provide"shall mean to furnish and Install all Footings shall be set at a minimum of 4'-0"below All lumber✓hall be rade marked. prior to install oluti.All equipment shall be selected by A-30L00 BUILDING SECTIONS IO OF 12 Envelope Asspmbi�ies * � g Provide batt Insulation tFxoughout the firot and second Home Energy Solutions. �1 5� A materials necessary to complete the work In finished grade. floor of appropriate thickness: Provide complete system of supply and return r'"i,'I% It 15 a viola o far T e n, less actin h named condttlons 9 n r for II Flus f k rovide Dist ha e a a P J h ch s m g -21 n a 2 Inc x 6 In wa r l Ir n arae and R ) t Ili ed for cent a s ro"` cti n ora d (insulated duo s to be sit z "f" .i n tui h ccs ted constru o accords ce t a ��b< ""��' p Haar h i �'" u t e a r i h • r F AMIN N TI N r� act to alta 1 to A 5011DO G CON C D TAI S r sial. Instal R E DE L r son Teco o e ed b Sim T s manufactu Ii OF I2 05 M ALS - I ISION E q :r:^"^� v y p 1 _ -I in all 2 Inch x 4 Inch wa s i - R 3 ndiilon n ,tr m nufacturer'e recommendations. �— co d �� rdi`; an it min n e a wa n [�� m n facturer's Instructions. n. ��rtt b8a he seal n accordance with a u •.�,.E '",., .f _ �$� `'�� y Of a is re o establish ualit of work: STEEL WORK,IN GENERAL,SHALL CONFORM TO THE Provide R-49 batt.Insulation a!ceilin sae attics. k` Alt trema spec F d a t q y g Both heating and air conditioning eyseems shall be _.�„,�;:�.."�;,�,:. .,. -,,.;,, architect is altered,thea ening architect shall affix to r ducts of other manufacturer's a ual In desf n color FOLLOWING AMERICAN INSTITUTE OF STEEL Carpenter shall do all cutting an fitting of woodwork R-38 bait.insulation ermitted if coverin 100%of A-502,00 FRAMING CONNECTION DETAILS 12 OF I2 p o q g , p g designed,metalled,and/or adjusted by contractor to � his item the seal and the notation"altered b�/'followed and quality may be substituted if approved by the CONSTRUCTION STANDARDS, required by the plumbing,heating and electrical ceiling area extending over exterior top wall plate. provide for the distribution of heat and air New RR: Cathedral Ceiling 1,380 38.0 0.0 0.027 0.026 37 36 by his signature and the date of such alteration,and a _ Architect as meeting establtahed design and funotlonal contractoro or any other mechanics to Install their work conditioning to all spaces. criteria, -Code of standard practice for builders and bridges Provide continuous R-8 Insulation at interior or -Specifications for the design,fabrication,and All lumber to contact with concrete/masonry shall be exterior of basement wall or cavity R-13 bait,insulation The first(10)feet of all supply and return ductwork New First Floor Walls:Wood Frame, 16"O.C. 747 21.0 0.0 0.057 0.060 35 36 specific description of the alteration. All work shall be executed in accordance with the erection of structural steel buildings,Including the treated in accordance with(N.Y.5 .).Sill plates to be at Interior basement wall°. leaving and returning the air handling units shall be Doors FF: Glass Door over 50%g azing 41 best-accepted trade practices and as per commentary and supplements. (2)2 Inch x 6 Inch ACQ.Contractor shall be responalble lined with I inch acoustic lining.The balance of all SHGC: 0.40 0.300 0.320 12 13 manufacturer's recommendations. -Specs for structural joints using ASTM A-325 or ro ensure that the proper means of protection are Provide R-10 insulation at basement slab perimeter 36" ductwork shall be insulated with I-i/2 Inch 3/4 Ib. A-490 bolts. utilized during the handling,cutting,drilling,etc.of all In depth R-15 required for heated slabs, density,lapped and tied with fiberglass tying cord. The Contractor Is to indicate to the Architect the treated material. Windows First Floor:Wood Frame proposed dates and hours during which work shall be Provide new copper Flashing ser dictated by field Provide R-38 batt Insulation between cellar-first floor, DIVISION 31 - EARTHWORK: 98 0.300 0.320 29 31 performed. The Contractor shall prepare and update conditions.All roofing and related flashing°hall be Cutting of the Floor Joists to a depth of I/I6 of the first floor-second floor. SHGC: 0.40 ^► monthly construction schedules:Completion date may copper or lead coated copper. Joist span shall be permitted except In the middle third Landscaping:all trees and shrubs which Interfere with `�1 New Walls SF:Wood Frame, 16"o.c. 720 21.0 0.0 0.057 0.060 36 38 r 1 "" not be extended without written notice, of the span per(N.Y.S.C.)Figure R502.8. Provide sound attenuating insulation In all interior walls, the construction of this project shall be removedi and `.J Provide all necessary joist hangars,connectors,bolts, new ornamental trees and shrubs planted,new lawn areas r The Contractor shall obtain all required building sleeves,slots,nails,screws,etc.as required to provide Notching,drilling or cutting of TJI floor Joists shall be Insulation In baeement/cellar shall be mildew resistant shall be seeded after Finished grading is complete, Windows Second Floor: oo Frame permits,approvals,underwriters certificate,"C of O," complete:Job. in compliance with manufacturer's Instructions.See (paperless). See Landscape Plan provided, SHGC: 0.40 92 0'300 0.320 28 29 rJ N and/or completion for all work Indicated for agencies specifications on Engineered Lumber Data Sheet. J 00 having Jurisdiction. Provide;heavy duty joist hangars at miccrolam Provide 2 In thick rigid insulation at perimeter of Storm drainage:contractor will verify requirements of Floor over basement:All-Wood Joist/Truss 660 30.0 0.0 0.033 0.047 22 31 N J foundation per(N.Y.5C.)Section 84033 to protect local authorities for storm drainage. FIELD CONFIRMATIONS: Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other N connections as manufactured by Simpson or approved Double Joist or provide ladder Diets at 16 inches O.C. The Contractor is to supply owner,In writing,a waiver equal.The Architect shall coordinate all connectlone of under all partitions running parallel to same.At wet water proofing of all (tens For himself and all suppliers and major structural members - the Contractor shall notify locations provide space between double Joists and Provide new storm water cirywell as indicated on plane. THE REQUIRED INSPECTIONS DURING subcontractors,at the time of each payment request. the Archlitect when all members are to be installed. block solid at 48 Inches O.G,per(N.Y.S.G.)Figure All Insulation shall have a flame spread rating not calculations submitted with the permit application.The proposed building has been designed to meet the Ins IECC requirements in 85022 greater than 25 and smoke development Index not to Pravlda new septic system in front yard Including CONSTRUCTION PROCESS ARE: REScheck Version :REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist:. In Do not scale drawings,written dimensions supercede Provide termite shield at ail foundation work per exceed 450 per ASTM E84.Exposed attic insulation septic tank and leaching pool per plan. FOLLOW N.Y.S RI04,2.1 THRID scaled dimensions.11 (NY.S.C.)Section 8324,compatible with ACQ sill.Set Provide minimum(3)2 Inch x 4 Inch or(3)2 Inch x 6 Inch on floors shall have a critical radiant Flux not less than v termite shield on sill sealer Insulation, posts below structural beams/header unless otherwise 0.12 watt per 5q.Cm.per(N.Y.S.C.)Section 8320.4. Provide 6 foot construction fence during all phases R104.2.5CSEE LIST BELOW) �� noted.Block solid to foundation or framin below. (A) RI04,2,1 FOOTING AND l� Upon completion of Lhe work,the Contractor shall have a of cas nee ed fo dictated bi the building department O all areas cleaned including but not limited to Provide all reinforcing and mesh for all concrete work FLASHING: and as needed For a secure Bite.Provide hay bales vacuuming,washing and polishing. as specIrled In "Concrete"Section and per(N.Y.S.C.) Provide all necessary temporary bracing,shoring,etc., and ellt fence In rear of property as prescribed by the FOUNDATION INSPEGTION(SEE (CODE) - - - - - - - - - - - - - - - - - - - - - Sectlon 8406.46 <ASTM A615,A106,A996,with until all Framin and sheathin is 1n lace. T.O,R21DGE lj i Broom clean affected areas and cart away ail debris. Mmtmum 410,000 psI compressive strength. e g p Flashing work shall Include ail flashing required fora village. EXIST. EXTEND EXIST, NEW Ll.l U complete installation of new roofing,trim,entrances,all n Provide fire stopping of the type and location per Indicated on drawings. Repair and/or replacement of It shall be the responsibility of the Contractor to �B) Ri04.2.2 FRAMING ANC. 4" DWV(TO ROOF) 4"DWV(TO ROOF) 4"DWV(TO ROOF) L--.1 ^-I The Contractor to responsible,during all phases of Provide 5/8 Inch round x I8 Inch long anchor bolts at (N.Y.S.C.)Section 86028 and daft-stopping per gutters and downspouts as required to create a water properly tarp all exposed portions of the structure at ROUGH-IN INSPECTIONCSEE CC)DE) Q work,for all construction means,methods,techniques, all foundation walls at 23 Inched O.C.-minimum 2 per (N,YAC.)Section R505.12. tight Job. the end of each day until such time as the residence Is r,EW t,E � sequences,procedures and safety precautions wall and maximum 12 Inches from each corner per completely water tight. - '� - - - - - - - - - - - _ - '-`� - - - - connected therewith. (N.Y.Scd Section R403h'o.Provide 3 Inch square Contractor shall be responsible for any modifications Flashin for roofin shall be co er sheet:ASTM,16oz. T.O.CEILING washers. which ma be re aired b the Bulldin Ina actor,within g g pp CC) 8104.2.3 PLUMBING ROUGH-IN BAT4-{ROOM BATHROOM Z (dj y q y 9 p (0.0216"Xcold rolled). Separate all dissimilar metals Provide Owner and Architect with drawing illustrating IINSPECTIONCSEE CODE) The Contractor shall furnish and install all material and the sco a of the Contract as set forth 1n the plans or with bituminous coatin . Joints to be soldered. 200 p g ell new and existing subsurface utility locations and 204 equipment as shown,and unless otherwise note,all Provide steel framing members as Indicated on plan, as outlined In the proposal,at no additional charge to dimensions.This drawings shall Include water service, EXPAND EXIST. equipment shall be new and of best quality. the Owner or Architect. , Provide zinc coated co er flaahin ane at all Fabrication and erection of all structural steel work rap 9 p gas and electric services,drywalls and septic system CLOSETS r- exterior doors and windows with sills wlihin 12 Inches of and all related piping. lD) R 104.2.4 MECHANICAL. 1-�"' I-Yz" I_�ii The Contractor Is responsible for the coordination of anal(conform to RISC specifications for the dealer, Materials for millwork shall be kiln cirled to a moisture roofs below. 3 3" I- ' M W all necessary inspections during work as well as for final fabrication and erection of structural steel for content less than 12%, SOILS ROUGH-IN INSPECTIONCSEE CGDE) 3 U_ � building department approval and for obtaining the buildings - latest edition. All windows and doors shall have drip caps. N.Y.S.Underwriters Certificate and the Certificate of Nsatl and accurate) secure oints so the are fitted 1-Xt" NEW NEW EXIST. EXIST. 1-Yz° NEW NEW NEW 1- " y y J 9 Excavate for all footings,foundation walla,and other (E) 8104.2.5 FINAL INSPECTION WATER LAV LAV WATER Q Occupancy/Completion. All steel shall conform to ASTM designation A-36 steel. tight,blocked and put together to avoid opening, such work as may be neceeeary to the depths as shown LAV LAV WATER N Countersink all nails at all trim.the Painter shall be DIVISION OS-OPEN_INGS: (BLOWER DOOR) CLOSET CLOSET CLOSET The Contractor warrants that it Is expert In the type of Steel pipe columna: conform to ASTM A-53,grade B responsible to caulk all trim,fill and°and holes - read sl the drawings.All trenches for footings,foundations, EXIST. KI y slabs,etc.shall have level,solid and undisturbed conetructlon work and method of construction required 3-1/2 Inch round x 0.318 Inch wall thickness(extra to paint. Contractor shall verify dimensions and quantities in the bottoms. NEW NEW her under.By submitting a contract price,General strong)unless otherwise noted on plans.Prime columna field and report any discrepancies to the Architect All 3J THE FINAL INSPECTION IS A\TEST avHOWER - - - - - - Contractor to deemed to have represented that Its per(N.Y.S,C.)Section R401,2. Provide fire stopping at all plumbing and electrical rough opening dimensions for doors and windows are Foundatfons have been designed based upon as WHICH SHOULD CONFORM TO ° - - ° - - - - SHOWER - - ° T.O_SECOND Firm,supervisory staff and workman are expert and peneirattons both vertically and horizontally to comply the responsibility of the Contractor. assumed soil bearing capacity of 2 tone per square experienced in the type,method and performance of All bolts shall be 3/4 Inch diameter unless noted with(N.Y.S.C.). foot.Any visible unstable conditions not brought to 8402,4,1,2. THIS TEST 15' TC BE 1_Vzs ' 2" FLOOR ° E work required,Including the work necessary to produce otherwise,ASTM A-325. Contractor shall review the door swings with the Owner the attention of the Architect shall be the PERFORMED BY THIRD PARTY' 3 I-yy I-V. 3. I ir�u Z the best poaelble aeathetic appearance for this Provide(6)Sd nails at both ends of all 20 gauge prior to placing and door orders. responaibflity of the Contractor. C.O. C.O. I_)5 I- " 3ii --__-- project,consistent with the Contract Documents,and Provide top and base plates per plans. metal straps. AGENT OR CONSULT t,E � C.O. € that have offered such expertise and experience as an WINDOWS: (see window schedule.) ' NEW Inducement to the Owner to enter into an agreement with Provide non-shrink grout at typical bearing plates set Provide TJI floor oists Cees Ian For size and slll used or encouneer to underneath foundations and J p slabs shall be compacted to a minlmum of 96%maximum CABANA BATHROOM the Contractor. on masonry/concrete. spacing).Install In strict compliance with manufacturer's Windows shall be low-E lass. Size and function as R402.412 Installation wide.Provide strand board at all box 9 density in accordance with the modified proctor test. 103 104 g indicated.Contractor Lo verify sizes,(rough openings) Maintain 1:5:1 horizontal to vertical slope for any PROPOSED BUILDING SHALL BE The Contractor shall arrange with the Owner for proper Joist and other framing connectors shall be beams - double at ail openings.Provide lateral with model numbers prior to ordering windows,and to excavation adjacent to Footings. storage of materials on the site so that all la done in manufactured by Simpson,Teco or approved equal. bracing at all floor joists per manufacturer.Storage on report any discrepancies to Architect. TESTED AND VERIFIED AS HAWING I I- �� I- 11 1 _ _ I/ i- �� 3" �--- 3" I-''�� 1_r2n i_�„ Pro)ect Title: an orderly and secure Fashion. site and installation shall comply with manufacturer's Where walls are poured to grade,the contractor shall AN AIR LEAKAGE RATE NOT REL CATS 1 � I-Y2" NEW Provide galvanized hurricane ties at all roof eaves at requirements. Provide and install all insect screens,colonial grills backfill against them with clean earth. Care shall be 1- " EXIST, EXIST. DISH F�EMOVE REMOVE NEW NEW WASHING All site work including,but not limited to storm water each rafter. and hardware(as per owner's request). taken to brace the work adequately to prevent EXCEEDING THREE C3) AIR CHANGES WATER LAV EXIST ASHER LAV i WATER EXIST LAV WATER MACHINE 2Qi5 RUTH ROAD disposal and septic system shall meet the requirements Store TJI materials in dry location and protect during deformation or collapse. of all agencies having Jurisdiction Including but not All steel to steel connections shall be bolted"Provide construction as recommended by the manufacturer. All glass within(IBJ inches of Floor to be tempered. PER HOUR. TESTING SHALL BE CLOSET SINK �C=SET SINK CLOSET limited to the Nassau County Department of Health or (4)- A325 bolts(3/4 Inch)at all column to beam All materials used For backfill shall be Free of debris CONDUCTED IN ACCORDANCE WITH the Suffolk County Department OF Health. connections. All floor Joist shall be bridged at mid-span or at DOORS:(size as Indicated on plane) I" FLOOR Intervals not to exceed 8 feet. Metal,solid wood and organic material larger than 2 Inches In diameter, EXIST. SKYLIGHTS:(as Indicated on plans) length or width ASTM E '1-f9 OR ASTM E 182-1 AND $ROWER 1 sEHOWI�R DRAIN SHOWER The Owner shall secure the services of a licensed land Provide aluminum(unless noted as copper)gutters and blocking,and(2)5/4"x 3"bridging Ie acceptable. REPORTED AT A PRESSURE O 0.2 ° - - - - - o _ __= ICE MAKER - o -- - surveyor for the final survey. leaders throughout residence.All leader locations shall All glazing In hazardous locations shall be tempered Water shall not be allowed to stand In excavations until T.O.FIRST FLOOR be approved by Architect prior to Installation. All wall openings,4 feet wide or less,shall have double Includin lazin in and ad acent to all doors,and in INCH W.G. 1 g g g J after concrete work has set. Contractor shall remove The Contractor shall provide temporary port-a-san for studs at jambat spans wider than four 4 feet shall have locations meetin all of the followln criteria: I_Irzn e - �� " __ ___ duration of the project. Steel connections shall be two angle standard double studs for header bearin lus amb stud. g e ouch water at his own erpenee. 9 p J A.)Exposed area of an individual pane Is greater than 3 G.U. 2 2" 1_ _ I Drawing Title: connectlone wherever possible.Connections shall be (9)Sq.Ft. Temporary sheet piling,shoring or bracing shall be I, GIUSEPPE ADRAGNA, HEREEY G.O. 2 2" DIVISION 03 - CONCRETE: adequate to carry the reaction due to maximum Joists shall be doubled around all openings,under all B.)Bottom edge leas than(18)Inches above the floore. provided as required to maintain excavation banks In a CERTIFY TO THE DEPARTMENT OF 3 1- �� 3' 1 Irz O " L L T uniformly distributed load that the beam Is capable of parallel walls and partitions,and at cantilevers beyond C.)Top edge greater than C36)inches above the ea Fe and stable condition. G.O. �p r�{ �T�j R T Conform to the following codes and standards latest supporting for Its span based on the A.I.5,C.Safe Load the Foundations wall. floor. BUILDINGS OF THE TOWN OF DATA lX. �I JJ 1 V 1J 1 t,AlJ editions: Tables, D.)One or more walking surfaces within(36)Inches No blasting shall be permitted. SOUTHOLD THAT TO THE BEST OF MY Typical interior new,non-bearing partitions shall be 2x4 horizontally of the glazing. -American Concrete Institute-302 recommended All steel shall have factory rust inhibitive coaling etude at 16"o.c.with 5/8"shestrock Tape,spackle and PROFESSIONAL KNOWLEDGE THE 1- I' practice for concrete Floor and slab construction,"301 including Inside all columns. finish ase ecified. Contractor shall retain a hceneei dull engineer to I_ a NOTE S p Provide and Install interior and exterior doors as perform all design and supervi*lon related to 3" 1J IJ specifications For&tructuraI concrete for buildings,"318 indicated on plans In strict accordance with excavation,underground utility services, DOCUMENTS CONTAINED �IEREIN building code requirements For concrete. Provide all metal straps from roof rafters down to Typical exterior walls:new construction shall be 2x6 at manufacturer's specifications. CONFORM TO THE LATEST 2015 EXIST. foundation per asialia as manufactured by Simpson or 16"o.c. !substandard-less than 2-ton/sq.ft.)soils encountered, I-�" EXIST. EXIST. WASHIN -Concrete Reinforcing Steel Institute Manual of approved equal.All is gage stripe shall have elx C r road&,and site structures not usually considered INTERNATIONAL CONSERVATION WATER LAV MACHI E Standard Practice. 8d nails each side.Straps at base of first floor walls Provide lintels or headers at all o enin s,whether or All exterior doors shall have weather eiripping as part architectural In nature. CLOSET p g of theo-asaembuea. CODE AND 2015 N.Y.S INTERN/'TIONAL which wrap around sill plate shall be stainless steel or not Indicated on the plans. Headers at non-bearing All basement walls below grade shall be damp-proofed robed: Scale: -American Society of Testing Materials(ASTM), double hot dipped galvanized and Inatatied with conditions°hall be as Follows: Maintain all hardware protective coverings until final ENERGY CONSERVATION GOD= EXIST. Standards as noted. stainless steel or hot dipped galvanized nails.Provide with two costa of asphaltic,self-priming plastic cement, - - - - -1 -07-14 As Noted acceptance trowel or spray applied to walla If water table to COMPLIANCE. SHOWER all straps per plans and as required by the building if 4'-0"or less ____.._..- 3-1/2"x 9-1/2"LVL ° - - - -B.O.CA,Code,and all other local codes and department.All exterior columns with wood poets shall If 6'-0"or less _„-____. 3-1/2"x II-1/6"or detartion. en or minimum 2 Feet below basement slab Hardware shall be accurately located,securely elevation.Bentonite or 60 ml liquid waterproof CELLAR Date: Sheet#: authorities. have galvanized raised post bases and post caps or 5-1/4"x 9-1/2"LVi_ Fashioned and operate smoothly. galvanized tie downs as required.All main roof If 8'-0"or lass __�__.__ 5-f/4"x II-1/8"LVL membrane as mfr. By Anti-Hydro or equal&,hall be used AU�USt O9, 2021 1 of 12 If water table Ie higher. Contractor shall verify water NOTE: I-Irz& 3 Provide continuous poured concrete footing Case plan members Including hips and valleys shall have tie downs table in the Field. - 11 2' For size)with Minimum l3)e bars and continuous I-1/2 at plate and ride. If a header is not Indicated at a bearing condition, PROGRAMMABLE THERMOSTATIC G.O. C.O. G.O. Sheet: Inch x e)wi inch keyway.Footings shall comply s I Inform the Architect before proceeding. Provide continuous damp proofing on all foundation CONTROLS WILL BE USED FOR HVAC (N.h x 3-/action yway. Provfde zinc coated copper Flashing pans at all walls with approved rigtd Insulation cover per(N.Y.5C.) G.O. (�i f7 (� �-y exterior doors and at windows within 12 Inches of lower All walls(exterior)shall be braced against lateral Section R406.1.System to extend to bottom of EQ+UIPMENT, TO EXIST.SANITARY LINE D � 11.. � � ��l I_ T — 0 0 1 . 0 0 roof lines. loads by structural sheathing,16 ga.Steel strapping,or Footings Including 45 degree cant,Backfill shall be �/ "`��� I IL'S'-i- JL let to Ix4 corner bracing. clean bankrun or approved equal not until walls are properly braced per(N.Y.&C.)Section R404.1.1. Q T2920 � _ � _ w 1 F SOUTHOLD ZONING INFORMATION ZONE: R-40 DESCRIPTION MAX/MIN PERMITTED EXISTING PROPOSED LOT AREA 40,000 sgSt. 15,849.315 scl.ft. NO CHANGE «' Q LOT WIDTH 150.Oft. MIN. 102.00' NO CHANGE FRONT YARD 35.0' 42'-11/4" 39'-91/4 0 0 O U U REAR YARD 35.0' 82'-4" NO CHANGE Z SIDE YARD 10.0' 25'-11/4" IMPROVED LOT U SIDE YARD 1(D.0' 9'-01/2" 10'-0" TO ROOF GRANGE � � s, :~ 1145 RUTH R0,4D 0 Q, Q 9 I } SIDE YARD AGC. 25.0' 34'-13/4" 25'-01/2" I N O g O O LOT COVERAGE 20 0 3,16988 scl.ft. 2,161 SOFT. 3,161 SOFT. N .0 .0 O 1 1 BUILDING HT. 21/2 STORIES -- 35ft 23.5' 21.13' o Q) Q) In c303"3110 E _ VDIA. - 4224 CF/I'SECTION 3"-25' b ji p �� LOT COVERAGE/ BUILDING AREA: p .� _ 0\/� - �.. COEFFICIENTS: ROOF: ID IMPERVIOUS: 1.0 LANDSCAPE:03 3 s? A SRH �L�C �9 _ _ RESIDENCE 2099 - 0 WIt�FS EXIST. FRONT PORCH 65 R,4 I N,4G E IDE 3 I GN REAR_ PROPANE A/C AIC POOL DECK 53� ro NEIU ROOF DRAINAGE EFFECTIVE DRAINAGE \ ,n AREA ls.0 REQ'D(c.0 NUMBER DEPTH(ft.) PROVIDED ° CO °'CO C) C\ " 44'-1" -`" - 3,161 SQ.FT. 410 102.5 DW-I 4 168.96 c.f. o � CD 4 I -' --- --- -- co I CO- I °zC\2 co j 1. ALLL DRAINAGE STRUCTURES SHALL BE PRECAST WITH PRECAST OPENINGS FOR DRAINAGE PIPE(S), AND SHALL CONFORM TO NASSAU COUNTY AND/OR VILLAGE STANDARDS. 1 2. ALL STORM DRAINAGE PIPING TO BE 6" HIGH DENSITY POLYETHYLENE PIPE (HDPE) 0 1.0% MINIMUM SLOPE AND 5% MAXIMUM SLOPE ^all I UNLESS OTHERWISE NOTED. ALL ROOF DRAIN PIPING TO BE 6"0 CORRUGATED POLYETHYLENE PIPE (CPP) 0 1.0% MINIMUM SLOPE. 0 1 3. 12" ADS BASIN - GRATE/COVER FOR ALL DRAIN BASINS SHALL BE 12" ADS NYLOPLAST DUCTILE IRON GRATE WITH CAST IRON FRAME. I AND LOCKING DEVICE (OR APPROVED EQUAL) CAPABLE OF H-20 LOADING. O I EXIST. 4• CONCRETE STORM DRAINAGE UNITS TO BE PROVIDED BY LONG ISLAND PRECAST (631) 286 - 0240, OR APPROVED EQUAL 33'-0' I PLANTER 5. ALL INLETS AND GRATES SUBJECT TO VEHICULAR LOADS ARE TO MEET H-20 LOAD RATING REQUIREMENTS. + O "- jO ..� ' SANITARY SYSTEM DESIGN FOR I BEDROOM RESIDENCE � � 0 It co 2,000 GAL. SEPTIC TANK REQUIRED '- zz-14" MINIMUM LIQUID SURFACE AREA OF 61 SQ.FT. EXIST. POOL C) N \\ (536 SOFT.) q \\ 82 USE 10' 0 SEPTIC TANK WITH A LIQUID DEPTH OF 4' = 2,000 GAL. - U w 4 LIQUID SURFACE AREA = 68.4 SQ.FT• N \\ C.I.FRAME W/SOLID •r-I i"-, O +o U 20'1 EXIST. LOCKING COVER AT GRADE O CIO I V2 OO \\\r`�0� POOL PATIO �- -� -1 BEDROOMS = 415 S.F. LEACHING AREA FINISHED GRADE7 � 0 �' Q) � e N (L 1! D- OVER SAND BASE -I 4-' 0 X z,� \\�1 e USING VIP LEACHING POOLS = 4l5 / 25.1 SF = 18.92 V.F. REQ'D �I O 0 \� Z Z \\ d n REMOVE EXIST. (1) EXISTING S DEEP MM O L i O l7 _� DECK \\\ LEACHING 0) (1) PROPOSED 12' DEEP M z O O !L ILl f r (461 SOFT.) \ POOL s 30" PRECAST R.C. O O U I - lU \\ _ X 20 V.F. LEACHING POOLS PROPOSED = 502 SF. LEACHING AREA v TOP SLAB Q, O c'-'�, U MASONRY 0 0 ^ \\ /� -� w N r N �---I ri DRIVEWAY ''' U1 `� ctS i Q O SEPTIC \\ 1 I Q MINIMUM PER SLOPFT - O C) z d O a - W O CLEAN OUT'_'* / FINISH-GRADE _ _ r N O 4--10 w \ ' I-- O WITH TIGHT JOINT � � _ � z � � O PUBLIC PUBLIC 1 n _ Q Q CONCRETE '� �" G 0 ---- WATER------- ------WATER- --- l7 O 'L J _ I Z Q 1Ll =uv BRICK UP OVER BELOW 1' MIN 1 N 0D � X O f/) O jp nl N 4" CAST IRON PIPE � N 3 Q (U AS REQ'D GRADE 2' MAX i wr WITH TIGHT JOINTS -�-) •-+ 4" DIA. PIPE MIN. I o mr �� Q) a� X �\� �(E 2��� @ } z TIGHT JOINTS 12" 0 L 12" 0 1/8 PER FT. w 7:1 �y 2 -14 \�� G TANK TIC O Q MIN. SLOPE 1/8" FT. N a MINIMUM O O N ---•- CRETE Aj Q to IN 3 MIN. OUT x 6._0" 3._2" ,. E' (o >11 5 44 EXIST. FOR DI TRIBUTION POOL I� a � y p 0 ' ! (10' MIN.) O Vox VDEEP l 31 '0" 3'-0" �, O O O 7� EXIST. PATIO O _ LEACHING: MIN MIN. 1 ❑ Y) � 1 // \ POOL w 2,000 co'GALLON CAPACITY r-I OVER SAND BASE i Q � ------ 1 �__ _.._.-_ ....._ .._... _ ..- ...__.. _. -1\ ��,/ /I► W i SECTION A-A _ c� 0 00000 000 ❑ I. aZ 1 o0000000c 5,,y 5eal: =O _._.. PROPOSED 1-/2 = \�\ �.,=-`� �� x00000000 1/2 To 2/3 0 00000 00o w ��R�D gRC STORY A DITION \\ 1 000000000 ; - GROUND WATER 8'm TO GROUND VOLUME 4 ��_ PROPOSED 1--4" T WIN. A II _ _ _ -- TEST _/ BACKFILL UNDER AND AROUND DRYWELI A L ,� „� 8�x 12 DEEP WITH GRANULAR MATERIAL CONTAINING // \\ LEACHINGU 6' PENETRATION INTO ACCEPTABLE II -9 .� 30'-51„ 0,- r �. HOLE / �-� 1 LESS THEN 15% FINE SAND, SILT & CLAY. LEACHING MATERIAL I / � / � � � ,, G-) �{ 1 POOL (SILT & CLAY FRACTION NOT TO SEE SOIL BORING FOR DEPTH TO I 2 _ k7. _= EXCEED 57.) ACCEPTABLE LEACHING MATERIAL ; --"' 1 w -�. * i ZZ WI OPOSED 5`0io Qj'-� ��� % , ^„ f: • RING DEPTH MAY BE GREATER 0 11 i I EX ANSION P L VI I \ THAN EFFECTIVE DEPTH i " It is a violatio � .._-._.... _.__. �� df Qa3iy5 o Q� s acting ,$h O� � �� I �a I I under the direc � tens chute to alter _ i rnl�t z Ao e S an item m any way. 4'i m cin seal of an Fp1/c.1141/1- hshtem the seal andtthe notation°altered by'Ifollfowed LEACHING POOL 141/1- by his signature and the date of such alteration,and a PM NOT TO SCALE s eufic descri tion of the alteration. 1 I 0 ='3.4 ' V-1`)'k I I I CAST IRON FRAME AND COYER I � 1 � y � TO GRADE `/I (TIGHT FITTING TD PREVENT UJ FINAL GRADE SURFACE WATER ENTRANCE) TI H PIPELINE SEPTIC TANK IMPROVED LOT - + BAFFLE MIN.SLOPE I M1N.SLOPEI/8";FT. N 1345 RUTH RO4D !r'MAX. U R.S. ONLY� NOT TO SCALE � I I I � N -111 2 FT.MIN. OD rn N NOTE: 3"PRECAST CONCRETE NOTE:ALL OUTLETS NO WATER SUPPLY WELLS LOCATED 6"POURED-IN-PLACE AT SAME ELEVATION 8"D.PIPELINE Z Ln TIGHT J01NT j WITHIN 150 FEET OF SUBJECT PROPERTY 1 MIN.SLOPE I/8".FT. v 60 INVERT. UJ 11 11 ELEV. 6�'MIN .INVERT U SCALE 1 = 10'-0" _. ELEV. r1 _J DISTRIBUTION BOX IJ Q DISTRIBUTION BOX z REFER TO PLAN FOR U MAJOR DIVISIONS Svc TYPICAL NAMES SCALE: NTS = McDonald G-eoServices 1 2 3 4 _�_--_ Mixed Sand and loam OPEN AT SOLID COVER POPS I`J SOtIt�lUac�, vTY 1 C X71 �} 1.7G .3677 �' FRAME AND GRATE BRICKED TO n Q / 1 l I GRADE BY"CONTRACTOR IN REINFORCED CONCRETE �J - FIELD (ALLOW 4 MIN. 12" MAX. Q WELIrGRADED GRAVELS,GRAVEL-SAND MIXTURES, nrcd r.X7(a7r�rllail.ccam M FOR AfSJUSTMENT) C.I. FRAME & GRATE TQP (� 20 RATED RIM ELEV. 8 THICK/#5 AT 6 E.W. `�'r 6 �31W LITTLE OR NO FINES. Brown silty Sand SM TOP OF RING ELEV. 1; MIN. SEE PLAN FOR FRAME AND COVER TYPE o $ lest. 11ole Data Sheet r...... _*-,- _....w....};^....x.. ..-.�.._.._. \-..._._ .._.......- .....r- 2 MAX. u, N 8 Z POORLY GRADED GRAVELS OR GRAVELSAND MIXTURES, ', `; ',-' ° ! (FOR S�ZE IA D IINVERET TOP ELEV. E +p / j SEE PLAN) 11 z UJ y, a C7P -_ _-_- $' /. ` > f % 4" I RECAST CONC. € oc:: W LITTLE OR NO FINES q0. K yy//'' j' INV _ STORM DRAIN a1 ,� o w W N C1 is 7 SILTY GRAVELS,GRAVELSAND•SILT MIXTURES. Name: 1245 Ruth Brown sandy clay CL Vii/ /. EL __ PINrq w W fla" 0 If GEDTEXTILErBW%IE Surve or. , Z►-_ CLAYEY GRAVELS,GRAVEL-SAND-CLAY MIXTURES. Y P / _5 0®05 L�1®® - - --- o x N CSC Pale brown fine sand S � �. i % � GALV. RAIL � TDP $ BOT w Project Title: _-.----- 16' � 0505®®®® m C► WELL-GRADED SANDS,GRAVELLY SANDS,LITTLE OR NO Location: MattitUcic w 1 6 + 5.. �)V1/ FINES. - - - -- o" W g Tax Map Number: 1000-106-7-14 2_s/a°o GALV. P05TS 0505®®®® - - --- ff 2�J RUTH ROAD 41, C%p POORLY GRADED SANDS OR GRAVELLY SANDS.LITTLE OR a o i- NO FINES ,_O. 0005®0505 - - -- 1 ❑ vw W a Project Description. Res _ _ _-_ `n CHAIN LINK FENCE W/ GREEN TYP 0®®®®® 5 2 N to W ✓+9 C` SILTY SANDS,SAND•SILT MIXTURES. I w w Drawing Title: to ��M Brown clayey sand SC _ VINYL FILTER >, Date: 10111/21 - - -- v�' CLAYEY SANDS,SAND-CLAY MIXTURES. I ��a�,Yrfi. � SITE PLAN h ��C 0505®®®® - x`�,_tr�,'� BOTTOM OF IUJ BASE TO BE SECURED W/ AS NOTED ON ''Kg''g:=:jrr "` o RING SEPTIC SYSTEM ►- N N IWMANICSILTS AND VERY FINE aAra�ROCK rLCI ,a111OR 5ANDBAG5 OR CMU BLOCKS `•, '� ;": '; �"'`Es` � I MINIMUM TO '775`,''s,:p r'ie ,` io GROUND WATER zz CLAYEY FINE SANDE OR CLAYEY SILTS YfITH SLWliT PLASTICITY 6 MIN. PENETRATION Q _ _--v- INTO ACCEPTABLE LEACHING MATERIAL eRY ;;%5c* zry? fy:r_ BACKFILL UNDER AND AROUND DRYWELL 21 U) V .:1 � 1 INORGANIC CLAYS OF LOW To MEDIUM PLASTICRY GRAVELLY CLAYS, 37' WITH GRANULAR MATERIAL CONTAINING Project k: SANDY CLAYS,2LTY CLAYS,LEAN CLAYS J talc. F W r 1000 N p N � ,.._. ,.y/ LESS THAN 157e FINE SAND, SILT & - _ _.._:........., .....:. ... .. ......... _ a s,''' `;'�•'„`, .. -106-07-14 As Noted 5 O J ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW N J ��� MISS / \ \/f,}\/�\�j CLAY. (SILT & CLAY FRACTION NOT TO vJ PLASTICITY. Pale brown line Sand SP i/ X y/ `� � �� EXCEED 5�) .�� �/',, /�:(� �"%'�2 Date: Sheet d: N �rI H INORGANIC SILTS,MICACEOUS OR DISTOMACEOUS FINE 43' VIRGIN STRATA ,ti ` October 15, 2021 2 of 12 z f 1 SANDY OR SILTY SOILS,ELASTIC SILTS . � "-0 I��T F U C I 1 0�' F`_N C� D RY W ELL Sheet: 9GAiE e ItTB 1 0 0 W SCALE: NTS v� e3 �� C%LJ INORGANIC CLAYS OF HIGH PLASTICITY,FAT CLAYS W w J ST Q h ORGANIC CLAYS OF MEDIUM TO NIGH PLASTICITY, (^i{)ITI111eI1t$. t�1tJ water BIICt}UIItE'I@t) t: 7 ­7 ..... N -J )H ORGANIC SILTS. 23'-l0" POST PO EXIST. (2)2x10 GIRDER POST POST o ENDS ENDS ENDS ENDS i o I i 0 3 W LO r NOTE: L I"`}��'�""'I y ' STAIR TREAD AND RISERS TO p _ CONFORM TO 2020 NYSRC R311.1.5 RAILING:NOTE: \ HANDRAILS t GUARDS TO BE lst�_ 1 _ 0 - MINIMUM36" ABOVE NOSING OF TREADS OCYD p 0 I m INTERMEDIATE RAILS SHAL RESTRICT p \\ 1 cX 1 PASSAGE OF 4" SPHERE CAS PER 2020 CC cc NYSRC SECTION: R-311.1.8 (Y Z — — — — — — — — — — — — — N EXIST. l2) 2xI GIRDER I_J L—J EXIST.l2)2x10 GIRDER UP w ------------- I EXIST. (2)2x10 GIRDER 9 RISERS � ® lzz" w 10" TREAD le I ;TZ ° �'-0" — — — — — — — — — — — — — — — — ° I4 ]rollJI 5 O.GF.J. I Q) Q) EXISTING -j It GARAGEI I — I I I I H--) Q) +amm O ® I � I I ° ANCHOR d BONE) NEW FND. I I �- N I - - - - 0 L — - - - - � I TO EXTG. WLLW/ "5 � O RE5ARSoEXTG. WNON RINK GROUT I I CtS O X a 12" O.G. (T.0.FOOTING TO O MATCH EXTG. T.O. FOOTING) I I ° ° .— U XEXISTING I I I I 7 Q) � o o y w MECHANICAL q I FO-0-07I I I I o ° O � PDROPBED (2) 2xa" L. . LAG BOLTEp TO WALL W/ 5/b"41 LAG I I 4a O o BOLTS 12" O.G. 6" EMBED O Q) ---- I I x 0 Q, X T UP N ----- I I 14" TJI 5&0 F.J. E�3T I O N O Iro" O.G. I 'n1�r O a I EXISTING Ej P05 `� � O bC CELLAR I - 0 ENDS I I I @ � > — O I POST �z CELLAR SLAB I O W 0mm ENDS 1" CONCRETE w D LAB3, 0PP08T Y)REINFORCEDD A m5O O EN S Q) 1 C U z O I OVER 6 MIL POLYETHLEENE VAPOR BARRIER 9 I �{ Q �" ) LU OVER 12" COMPACTED GRAVEL BASE EXIST. C3) 2x10" GIRDER EXIST. l3)2x10 GIRDER EXIST. (3) 2x10 GIRDER I TYPICAL FOUNDATION FOOTINGPO T 3500 PSI POURED CONCRETE FOOTINGS EN45 Q I 12" DEEP x 2'-0"W W/ (2)"5 REBAR CONT. AND (L I "5 REBAR CROSS TIES a 12" O.C. a BOTTOM I I Sign45eal: FUNLESS NOTE: "5 BAR a la`" O.G. DOWELED IJNSO WALL ABOVE I I �� ARC EXISTING I y�T BATHROOM I I TYPICAL FOUNDATION WALL ( I s- `�� Q�R AD�� � 10"W CONC.FOUNDATION (1)00 I W/ 45 BARS 24" O.G. VERT. I I C Z x SBA a IS" O.G. HORIZ. INSIDE FACE I I r ,n I d "5 a 24" DOWELS INTO FOOTING =_ c EXISTING N CLOSET DROPPED (2)2x8 LB. LAG BOLTED TO WALL W/ %"m LAG I I ,� Q 1 BOLTS 12" O.C. 6" EMBEDo It is a vlo f 4f unless acting L under the di i� ecc! itect,to alter F�)ST I4" TJI 5r O F.J. g an item in any w a it m the seal of an k architect is altered,thea enng architect 5hall affix to — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I his item the seal and the notation"altered b/followed L— _ ` — — — — — — — — — — — — — — — — — by his signature and the date of such alteration,and a OST POST specific description of the alteration. EXISTING ANCHOR d BOND NEW FND. UNEXCAVATED TO EXTG, WALL W/ 05 ENDS ENDS PORTICO ABOVE REBARS, 13" LONG, 6" INTO - - - - - - - - - - - — — — — — — — — — — — — EXTG. W/NON SHRINK GROUT a 12" O.G. (T.O.FOOTING TO MATCH EXTG. T.O.FOOTING) N Q0 U ..J N ------------------------ _j d CD �z V C L L A fR F='L A I�I� F O - 1 NEW WALLS SCALE 114" = 1I-0" L U EXISTING WALLS TO REMAINQ _J 2 >a 1 2 4 '< EXISTING WALLS TO BE REMOVED BEARING WALL BELOW EXT. OPENING 4 WINDOW HDR SCHEDULE E77—/ ,rT BLOCK SOL ID UNDER BEARING WALL v CLEAR SPAN HEADER SIZE ® PUOST � d UP TO 4'-0" 3-Y/2" ® P X S-V" L.V.L OST ENDS UP TO 6'-0" 3-Y2" x II-Ye" LYL OR 5-Y4"x 9-Ys" L.VL ENGINEERED LUMBER UP TO V-0" 5-4" x II-Ya" L.VL DIMENSIONAL LUMBER NOTE:USE THIS TABLE IF HDR NOT NOTED -- -—-— ENGINEERED JOIST —-—-—-— STEEL BEAM E _ LUMBER Z SPACING NOTE: BATHROOM RECEPTACLE NOTE: NOTE: COUNTERTOP RECEPTACLE NOTE: NOTE: Project Title: ALL DBATHROOM RECEPTABLE OUTLET TO BE LOCATED AS PER SMOKE AND CO ALARMS TO BE HARD- WIRED AND INSULATE ALL WALLS AND CEILINGS AT GARAGE. DIMENSION k WINDOW OPENING TO BE VERFIED W/ NOTE• IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT WINDOW SCHEDULE AND VERIFIED IN FIELD NYSRC E3AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR DWELLING UNIT AS SPECIFIED IN NYSRC E3902. 1 245 RUTH ROAD 901.6 INTERCONNECTED, AS PER 2020 NYSRC 8313 � 8314. COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE W/ NYSRC E3901.4.1 THRU E3901.4.5 NOTE: NOTE: NOTE: NOTE: NOTE: WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS DrawingT le: DUCTWORK FOR NEW CENTRAL AIR COOLING SYSTEM INSULATE ALL PLUMBING SUPPLY LINES PROVIDE "SIMPSON" CONNECTIONS OR APPR'VD EQUAL ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE 2x6 CONST. OCCURRING IN ATTIC TO BE INSULATED_WITH R-8 DUCT WRAP. AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR EXT. OPENING k WINDOW HDR SCHEDULE UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN.Y" AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE CLEAR SPAN HEADER SIZE GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING CELLAR PLAN NOTE: SIZES AND NAILING REFER TO DATA SHEET OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS UP To 4'-0° 3-Y2"x 9-Y2"LYL PER 2020 NYSRC SECTIONS R.602 'a 8302,11 NOTE: PROVIDE R-21 INSULATION FOR NEW INFILL AT EXTERIOR PER 2020 NYSRC 8312.2 UP TOW-0" 3-V x II-Y"L.VL OR 514"x'3y"LYL UP TO s'-0" s Y"x II-YB'L.V.L ALL HABITABLE ROOMS TO COMPLY WITH 8303 WALLS. NOTE: NOTE:USE THIS TABLE IF HDR NOT NOTED SEE LIGHT AND VENT CALCS FOR THE ROOMS SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS NOTE: Pro,ectk: Scale: AND CEILINGS. PER NYSRC. SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ 1000-106-07-14 As Noted MANUFACT. COMPLIANCE W/ 2020 NYSRC SECTION R30& NOTE: LINTEL SCHEDULE: (EXCEPT WHERE NOTED) Date: 5heet k:august o9, 2021 3 of 12 NOTE: INTERMEDIATE RAILINGS ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING CLEAR SPAN STEEL ANGLE SIZE ALL NEW INTERIOR AND EXTERIOR STAIRWAY 5 „ sheet: STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WALL SHALL RESTRICT PASSAGE OF 4 SPHERE � NOTE: W/ ALL STATE RECEPTACLES IF REQUIRED UPT04'-0" 31z x 314 x /� TRIANGULAR OPENING FORMED BY RISER TREAD $ GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 2020 BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO UP To T'-0" 4-0"x 314"x NOTE: MOUNTED FIXTURES W/ 3-WAY SWITCHES AT TOP AND BOTTOM BOT. RAIL OF GUARD TO RESIST PASSAGE OF NYSRC R-312.1. HANDRAILS SHALL BE 34-36" ABOVE NOSING VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO TO V-0" 5-0"x 314"x INTERIOR FANS AT ALL BATHS, PROVIDE 100 CFM A — 1 0 0 OF STAIRS AS PER 2020 NYSRC SECTION R-303.1, R-303.8 6" SPHERE OF TREADS AND COMPLY WITH 2020 NYSRC R-311.8.3 ROUGH-IN, UP TO 10'-0" 4-0"x 3-V x Ye NOTE:USE THIS TABLE IF HDR NOT NOTED EXHAUST FAN PENT W/ RIGID DUCT TO EXTERIOR nll�l- N 1h E? 10 II'-0" 5'-la 4 4 « � 777 --—— �� 2x10 o rnl�Y � R 1! fIl N I 23'-10" � 3'_22"—� 3 r� O oa REPLACE I , o EXIST. WINDOW Q0 co FIELD VERIFY SI E —1 0 03I-sF------- TEF1P-Gt: — — —� - EXIST. DECK LU Z1 1-, c12 1 1+1 1 0 N_ EU) ROOF ABOVE - EGRESS I @ 0 r TW3046 �' 6'-8" H.H. ( I I > I = 22l1011— _011 2 -O„ � -0" 4-.3d2 (n 0 I I (2) 2x 0" HDR U - 4'_34" S" O EXISTING I L--------------- 4v 2x1 HDR FIXED ACTIVE 2x1 " HDRBATHROOM ® Ll — -— O(2) 2x10" TW2442 POST FW z 6068TW2442ct100 7 -0" H.H. THRU i �'-0" H.H. l'-0" H.H. �� `~ � EXISTING TEMP.GL „ % BEDROOM 14 Iro ll e _ f 100 i (Z SHOWER. -1 - I :�_,_J U LIGHT 8%: 1536�REQ'D ( 11) TEMP ED ' s � U VENT 4%: lba READ I PROVIDE AN CSM REMOVE EXIST GLAS EXHAUST FAN VENT W/ OL °� �" O -I-' I BATHROOM RIGID DUCT TO i Q � �SD I (2)2x10" HDR 6ASW�IH 11111AIN ILL f$XIST. POST , EXTERIOR m - Q) O '1 NEW SLIDER = _ p �� -- -- WINDOW THRU -I<t CABANA -int , ~ n r FUTCs 6068 �_ - I------, ,pro I I c, 'I 17CD 1 t...... l...l i L. I t.................. - = U O N.H. g 1 e I; t.. i @ 0 @ i l II' r f ATH OOM REMOVE EXIST...I i +� 0 U U i� ------ -�--- -------- � Ia m O U �Z - --- -- 104 SUNROOM AND - J EXIST. STAIR UP -- ---- 5 _g FOFOR UNDATION 14'-11" ___ C� � ~ +' BUILT IN ADDITION 0 � O KITCHEN i 6, DRYERWASHER I~ O EXISTING �lu 105 I i U1 U ►-N I I \ -------I--- m" ---- CLOSET �_ p ------1� - - , --- T v� p. I i ui ------- ------- --- �--I 0 N O X U I M/W I I OVEN II �� ,� ! I CLOSET DIRECT VENT r�-H .0 U) Q U BEL W -� DRYER TO POST II — I I BELOW II /DQ!).\ I i ry EXTERIOR �SD x I L-----J�---�-----a EXIST -' 0� lK ' p U 13 -rot U 4� �, DN m U -- _ ----- ----------------------------------- v-- POST _ � REPLACE XIST. _ Po U. t OOI S WITI�I NEW l.-J .. j r POST > O ENDS m O O O 7) µf U U I U U EXISTING SID Q €BEDROOM / OFFICE Q � f{1 100 X (L €€1 �SD �CO a �SD EXIST. EXISTING � -I _J I F/P LIVING ROOM 8'-a" - z� 1�POST - © 7 U 11 -4 100 WD : cnENDS _ Sign45eal: _ ................. -I�t -Itt ' DINING"ROdM.-..-....................... ...... 9. (K� . \�................................ ................._f......................._..................... .-........_................ ................... ...... .................. ................... ..........................................,r _...� ... �D A/? 0 0 Ims wu i 102 R. gCj,F ���. m �9 ul F MILY ROOM N z0. " JREMOVE EXIST—UNROOM 1. .. -AND FOUNDATIO FOR NEW (r � 'Z �"re ADDITION 21' I" * (D W 5N / _j @_ It is a violation o A(�� j,`b' nless acting (2) TW3046 (2) TW3046 i (2)TW3046 QST - @ e under the direction o i n itect,to alter EGRESS 6'-8" H.H. 6'-8" H.H. 6'-8" H.H. p ' v an item in any way. If an item bearing the seal of an 71 LIGHT PRv�D:20b2 sF(2)2x10" HDR <E,XIST. HDR TO REMAiN- ' TJI (00 F.J. -iN architect is altered,the altering architect shall affix to _ + his item the seal and the notation"altered b followed VENT PR✓'D: 13.18 F � - a�7 I� Q.C. `' -- ----- - r --------- — �� by his si nature and the date of such alteration,and a TW2446 P4546 TW2446 g RE OVE EXIST. EXIST."' - specific description of the alteration. REMOVE EXIST. , P P 54Y WINDOW @ @ BAY WINDOW ®l'-0' H.H. (2) Ilia" LVL HDR -31ii 14t-41'l- 4g'-�" �, 15'_6nry REBUILD EXIST. -IO i P PO PORTICO AT NEW ENDS I ENDS TALLER EAVE HEIGHT II'-m" I• 11'-(IJ" 22'-0" N W " NEW S" j COLUMN COLUMN � J N ij � LO NEW WALLS SCALE 114" 1'-0" U j OU EXISTING WALLS TO REMAIN 2 (d i 2 4 Q d ------ EXISTING WALLS TO BE REMOVED BEARING WALL BELOW Z EXT. OPENING 4 WINDOW HDR SCHEDULE CTT—�117L� BLOCK SOLID UNDER BEARING WALL CLEAR SPAN HEADER SIZE © POST U d r UP TO 4'-0" 3-Y2" x g- " L.V.L © POST ENDS � N UP TO V-0" 3- "x Il-Ye" L.VL OR 5-Ya° x 9- " L.VL ENGINEERED LUMBER Q UP TO V-0" 5-Y4" x II-Y8" L.V.L DIMENSIONAL LUMBER NOTE:USE THIS TABLE IF HDR NOT NOTED —-—-—-— ENGINEERED JOIST -------- STEEL BEAM _ LUMBER E SPACING= Z NOTE: BATHROOM RECEPTACLE NOTE: NOTE: COUNTERTOP RECEPTACLE NOTE: NOTE: Project Title: ALL DIMENSION 4 WINDOW OPENING TO BE VERIFIED W/ NOTE: BATHROOM RECEPTABLE OUTLET TO BE LOCATED AS PER SMOKE AND CO ALARMS TO BE HARD- WIRED AND INSULATE ALL WALLS AND CEILINGS AT GARAGE. IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT WINDOW SCHEDULE AND VERIFIED IN FIELD NYSRC E3901.6 INTERCONNECTED, AS PER 2020 NYSRC R313 ¢ R314. AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR DWELLING UNIT AS SPECIFIED IN NYSRC E3902. 1245 RUTH ROAD COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE W/ NYSRC E3901.4.1 THRU E3901.4.5 NOTE: NOTE: NOTE: NOTE: NOTE: DUCTWORK FOR NEW CENTRAL AIR COOLING SYSTEM INSULATE ALL PLUMBING SUPPLY LINES WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE 2x6 CONST. Drawing Title: OCCURRING IN ATTIC TO BE INSULATED WITH R-8 DUCT WRAP. PROVIDE A IMPSON" CONNECTIONS D TAILS,APPIRD EQUAL LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR EXT. OPENING 4 WINDOW HDR SCHEDULE UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIND/2 FIRST FLOOR AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC AND GREATER THAN 72 INCHES ABOVE THE FINISHED GRADE 2 SIZES AND NAILING REFER TO DATA SHEET CLEAR SPAN HEADER SITE GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING NOTE= OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS PLAN NOTE: PER 2020 NYSRC 8312.2 UP TO 4'-0" 3 "x'3-V LV.L PER 2020 NYSRC SECTIONS 8602 'S 8302.11 PROVIDE R-21 INSULATION FOR NEW INFILL AT EXTERIOR uP To b'-0" 314"x II-Y8'LYL OR 5-Y4"x 914"L.VL ALL HABITABLE ROOMS TO COMPLY WITH R303 WALLS. NOTE: UP TO 8'-0" 54/4"x II-Y" L.V.L SEE LIGHT AND VENT CALCS FOR THE ROOMS NOTE:USE THIS TABLE IF HDR NOT NOTED NOTE: SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS Project III: state: AND CEILINGS. PER NYSRC, SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ 1000-106-07-14 As Noted NOTE: LINTEL SCHEDULE: (EXCEPT WHERE NOTED) MANUFACT. COMPLIANCE Wl 2020 NYSRC SECTION 8308 Date: 5heet#: NOTE: INTERMEDIATE RAILINGS ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING august 09, 2021 4 of 12 ALL NEW INTERIOR AND EXTERIOR STAIRWAY n CLEAR SPAN STEEL ANGLE SIZE sheet: SHALL RESTRICT PASSAGE OF A 4 SPHERE d NOTE: W/ ALL STATE RECEPTACLES IF REQUIRED UP TO 4'-0" 314"x 314"x�6" FF STAIRWAY ILLUMINATION TO NAYS CEILING AND/0R WALL TRIANGULAR OPENING FORMED BY RISER TREAD 4 GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 2020 BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO UP TOT-0" 4-0"x 314"x h NOTE: MOUNTED FIXTURES W/ 3-WAY SWITCHES AT TOP AND BOTTOM BOT, RAIL OF GUARD TO RESIST PASSAGE OF NYSRC R-312.1. HANDRAILS SHALL BE 34-38" ABOVE NOSING VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO UP To a'-0" 5-0"x 314"x INTERIOR FANS AT ALL BATHS PROVIDE 100 CFM — OF STAIRS AS PER 2020 NYSRC SECTION R-303.7, R-303.8 6" SPHERE OF TREADS AND COMPLY WITH 2020 NYSRC R-311.8.3 ROUGH-IN. UP TO 10'-0" 4-0"x 314"x 31a NOTE:USE THIS TABLE IF HDR NOT NOTED EXHAUST FAN VENT W/ RIGID DUCT TO EXTERIOR 14 I I Ul I I s o 2x12 a I � ro'I O.C. O I I 2x12" R. I I - b 3 in. � - 4:12 4:12 - ROOF I I I 0 CIO LIGHT FRV'D:10.31 Sr LIGHT 'D: 10.31 SF LIGHT PRV'D: 1031 SF - 2x8" G.T. VENT FRV'D: 6B9 SF VENT PRV' (.89 SF VENT FWD: 6.59 SF E) I r" 0.G. "� I Z EGRESS EGRESS EGRESS SHOUTER j B.O. G.T. 10'-6" — 2x12"I R.R. TW304io TW3046 TW3046 I ABOVE DECK 1(o"I O.G. H.N. -11-0" N.H. PROVIDE 100 CFI"I I MFERED GLAss EXHAUST FIAN VENT I U) NEW W/ RIGID [JUST TO - BATHROOM EXTERIOR- - 1 1 O 200 2x12 R. 31 -2 II'-m4" II'-04" N 4-)a 16 ii O r` i LIGHT FRV'D:20b2 5F POST Y POST VENT FRVD: 13.15 F ENDS POST O .0 _C� 4:12 4:12 16 -32 ROOF ROOF EGRESS (2) III/a" LVL HDR O EXISTING - 2x8" G.T. - �0 U (2)3046 �- LLLI(l o 1'-0 H.H. -� °; BEDROOM . a 16" O.C. P N 200 o e ;FRI M i B.O. G.T. 10'-6" i \��/ 4:12 - = 4'-lm" I(o'-©" ROOF cfJ S AREA: 189 sp. ICKET ABOVE DECK F x LIGHT 8 0: 15.12 REQ'D 3'-I'" - 11 -�0 1" - 10' ❑ CJ -g u N '� G 4-1 VENT 4%: 1.56 REQ'D 2 4 4 PROVIDE 10; G M C OSE O -N SD CLosEr — I ERTEN Cd TUJ22 EXHAUST FAN V NT 2x10 C.J. __ Q �I G EXIST. _'-0" H.H. W/ RIGID DUCT t 1G" O.C. -� N O m (2) 2x " HD (2) 2x " HDR I CHIMNEY TEMP.2T2x 'EHDlpf`IOR e'-0" CEILING = POST 1.V ® BEDROOM � p EXI T. EGRESS g'-0 PLATE TW24310 g'_ PLATE SHELF 2 33 e e e U1 TW3040 7 -0' H.H. '1'-0" H.H. O AREA: 118 5F. ,C.i O O EXIST. LIGHT 8e: 14.24 REQ'D H_• O O U VENT 4 1.12 IEQ'D _ �---� _ L4 • 20'-5'i �' Oil �SD •._icv �' ,� 4-I U �OcD EXIST. t�EW 1 � \ � "� O � Co 0EXISTING BATHROO BATHROOM X 0 O 2(d4 �N>Ul 2-0-0 lL CLOSET 1) Q i ji X-A EXIST. 1LI i -- '� O WUJ m SD �I - LL EXIST. STAIR U -lit 1 1 r�-I � .0 Y) EXIST. INN DOWN - NEW U O 010 0 O JQ ro -l4 �'--f4 Q) +� a' - >_ m C OSET CLOSET m SIPS a —� @ @w 0 p p CLOSET E ST RECREATIONAL ;n _ POST �, p ROOM _ ►- " r' �0 O O O U) POT -iv N201 POST n eQ)ENQS U-------------------------------- ----- ---- C\2 Q) Q) I p p--- -------------- IULI U-11 LW C\2 j 9 2x10" CJ., r N " POST MINX �z I g'-0" CEILING / Ido O.G. `, L -------- ---- --------------------- ------ POST ----�/ BEDROOM EXIST. HIMNE /// 202 i gn cal: �RFD ARcyi FLUE / I AREA: 246 S.F. I p -------- --------------------------------- / LIGHT Sa: 1968 REQ'D n ----------------- VENT 4%. 9.84 REQ'D { n = . -0 CEILING ----------- 151-� 1�----------- rr 9,r C T � EXISTING LOUD CEILING LOUT CEILING / 1=f I 2xro" G.T. I IZA LOW CEILING tt � � tt •�77- BEDROOM / ILU I a Iro" O.G. 2(d0 U - 13 0" A.F.F. I Iv m /' Te I I 1 Q si- AREA: 249 SF. 04 0 , LIGHT E?=: 19.92 'D REQ VENT 4.: 9.96 REQ'D - V' SD I I I '9r' It is a violation o Edamess acting TUJ3040 TW3046 / I I I I under the direction o chitect,to alter 6'-8" H.H. 0'-8" P.H. EGRESS EGRESS 1'-0" KNEE WALL 1'-0" KNEE WALL i I I I an Item in any way. If an item bearing the seal of an 1 1 1 architect is altered,the altering architect shall affix to — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 1 his item the seal and the notation"altered by/'followed LIGHT RV'D: 1031 SF LIGHT RVD: 1031 SF / by his signature and the date of such alteration,and a VENT PRV D: (..Be SF VENT PRV'D: 6.89 SF 1 TW304. I I I POSTS'_II1, 1.{,EI, 1 I specfic description of the alteration. P ST ENDS EGRESS POST (2)2x12" HDR PORTICO PORTICO LIGHT FRV'D: 10.31 SF VENT FWV' 6.89 SF ROOF BELOW ROOF BELOW N Ur i-1 N � OD W N u! � z r- V � SCALE 1� " = P-0" W O 4 "1 NEW WALLS U EXISTING WALLS TO REMAIN 2 ® 1 2 4 ❑ J , d i� EXISTING WALLS TO BE REMOVED iii BEARING WALL BELOW EXT. OPENING 4 WINDOW HDR SCHEDULE [T� Z BLOCK SOLID UNDER BEARING WALL V CLEAR SPAN HEADER SIZE ® POST UP To 4'-0" 3-Y2" x 9-Y" L.VL ® POST ENDS n UP TO&'-0" 3-V' x 11-Ye" L.VL OR 54/4" x S-Y? LVL ENGINEERED LUMBER �--+ UP TO W-O" 5-Y4" x 11-Ye" L.VL DIMENSIONAL LUMBER < NOTE:USE THIS TABLE IF HDR NOT NOTED -- -—-— ENGINEERED JOIST —-—-—-— STEEL BEAM E _ LUMBER SPACING IE NOTE: BATHROOM RECEPTACLE NOTE: NOTE: NOTE, COUNTERTOP RECEPTACLE NOTE: NOTE: Project Title: ALL DIMENSION 4 WINDOW OPENING TO BE VERFIED W/ BATHROOM RECEPTABLE OUTLET TO BE LOCATED AS PER SMOKE AND CO ALARMS TO BE HARD- WIRED AND INSULATE ALL WALLS AND CEILINGS AT GARAGE, IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT WINDOW SCHEDULE AND VERIFIED IN FIELD NYSRC E3901L INTERCONNECTED, AS PER 2020 NYSRC 8313 4 R314. AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR DWELLING UNIT AS SPECIFIED IN NYSRC E3902. 1245 RUTH ROAD COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE W/ NYSRC E3901.4.1 THRU E3901.4.5 NOTE: NOTE: NOTE: NOTE: NOTE: DUCTWORK FOR NEW CENTRAL AIR COOLING SYSTEM WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS Drawing Title: INSULATE ALL PLUMBING SUPPLY LINES PROVIDE "SIMPSON" CONNECTIONS OR APPR'VD EQUAL ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE 2x6 CONST. OCCURRING IN ATTIC TO BE INSULATED WITH R-8 DUCT WRAP. LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR EXT. OPENING 4 WINDOW HDR SCHEDULE UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN. /2 SECOND FLOOR AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC AND GREATER THAN l2 INCHES ABOVE THE FINISHED GRADE CLEAR SPAN HEADER SIRE GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING SIZES AND NAILING REFER TO DATA SHEET OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS PLAN NOTE: UP TO 4'-0" 314"x 914"LYL PER 2020 NYSRC SECTIONS R.602 6 8302.11 NOTE: PROVIDE R-21 INSULATION FOR NEW INFILL AT EXTERIOR PER 2020 NYSRC R312.2 UP TO V-0" 314"x II-Y"LVL OR 54/4"x'By"LYL UP TO 8'-0" 54/4"x 11-Y"LYL ALL HABITABLE ROOMS TO COMPLY WITH 8303 WALLS. NOTE: NOTE:USE THIS TABLE IF HDR NOT NOTED SEE LIGHT AND VENT CALCS FOR THE ROOMS SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS NOTE: Project#: Scale' AND CEILINGS. PER NYSRC. SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ 1000-106-07-14 As Noted NOTE: LINTEL SCHEDULE: (EXCEPT WHERE NOTED) MANUFACT. COMPLIANCE W/ 2020 NYSRC SECTION 8308 Date: 5heet#: NOTE: August 09, 2021 5 of 12 INTERMEDIATE RAILINGS ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING CLEAR SPAN STEEL ANGLE SIZE g ALL NEW INTERIOR AND EXTERIOR STAIRWAY 11 „ 5 „ Sheet: STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WALL SHALL RESTRICT PASSAGE OFA 4 SPHERE 4 NOTE: W/ ALL STATE RECEPTACLES IF REQUIRED UPT04'-0" 314 x3Y x � TRIANGULAR OPENING FORMED BY RISER TREAD 4 GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 2020 BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO UP TO 11-0" 4-0"x 3-V x NOTE: MOUNTED FIXTURES W/ 3-WAY SWITCHES AT TOP AND BOTTOM BOT. RAIL OF GUARD TO RESIST PASSAGE OF NYSRC R-312.1. HANDRAILS SHALL BE 34-38" ABOVE NOSING VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO UP TO V-0" 5-0"x 3-y?x%� INTERIOR FANS AT ALL BATHS, PROVIDE 100 CFM A 1 O OF STAIRS AS PER 2020 NYSRC SECTION R-303.1, R-303.8 6'I SPHERE OF TREADS AND COMPLY WITH 2020 NYSRC R-311.83 ROUGH-IN. LIP TO 10'-0" 4-0"x 3-V x�8 NOTE:USE THIS TABLE IF HDR NOT NOTED EXHAUST FAN VENT W/ RIGID DUCT TO EXTERIOR i IF a� U U) N o Es , � o a 4:12 4:12 R ROOF ROOF �ELOw BELO� CD @ n o o �� o z i I I I 22'-0"1 ..I EXISTR.R t/) .ri a 16" O.C. 1 4:12 4:120 7� - - - - - - - - - POST - - - - - - - - - - - O Roo Boo0 I BELOW Z cz� NEW 2x12" R.R. a 16" O.C. NEW 2x12" R.R. I I I a ) a 16II I I I U U CRICKET 4:12 ROOF BELow >EXIST. RR. c�IPQ) CRICKET a 16O.G. O +� 2x12" R.R. I U O " a 16" O.C. 2x12" R.R. U ( CHIMNEY I a 16" O.C. I � C) -4--)L O — — — — — — — — — — — — — — — — EXTEND AS REQUIRED I U � ° O—G . . II11 co� `' EXIST RRI ' O roll a1 0 < ,Ap = O 4-4 2x12 RR. +O xU NEW2x12'' RJR. --- ---------- ------------------ ------------ —————————————————————— — 4_12x12R.R. cci Y)w p p p p a 16 O.C. � = = UU cX cv cX N cv iv iv A{OVER VAl L �- O POST m 2x12 L L'! S I P T $ 0 0 0 NEW 2x12" R.R. til w @ 1 U -ice U a 16" O.C. (1 16' LVL R.B. (1) 16 LVL R.B. — (I) 16 LVL R.B. BELOW (3) 16 LVL w/ (2) �z L PLATES R.B. @ BE OW Y f) '� U '� U N I N U -------------- ----- --------------- ----- ----------------- ------------ ----------- -------------- N Q r r4tH oy z Q(Y �� 5ign 4 Seal: EXIST- R.R. 41-3 y4< QED ARC. X <Fr (Y U al U (Y v U � o I coo � o I � o I �'� 2x12" R.R. n-A NS N � N � �� _ a 16 ' O.C. r� � S n 2X12" R.R. x,, cv ca c�: I y EXIST. R.R. x ^ x – x – v d �� x – I Co y Z a 16 O.C. -' -a, y Jv a 16" O.G. `� << V - -. . NEW 2x12" R.R. �� << I (P a 16" O.G. NEW 2x12" R.R. ti4 +8 �I I 040'/51 � 4 a 16" O.C. ¢�Pym <Qr y 1 It 15 a violation h ayy++yyf¢c ap n n1e55 acting p under the directio tf I�ce1 itect,to alter an Item in any way. If an i anng the seal of an A( 1%4 architect is altered,the altering architect shall affix to — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2x12" RR his Item the seal and the notation"altered by'followed a 1611 O G by his signature and the date of such alteration,and a 2X12 R.R. a11�Y specific description of the alteration. Ill a 16" O.G. 1Y NEW 2x8' R.R. L - - - - - - - - - NEW 2x8" RJR. 7"M 16'i O.G. 7OST - - - - - - - - - a 16" O.C. X BELOW N � N U � �n N v! � CID � o &GALE : 1/411 = 1'-Oil n� U 2 0 1 2 4 d PROVIDE CONTINUOUS PROVIDE COPPER PROVIDE CONTINUOUS Z VENTING a ALL FL,45HING AT ALL VALLE`-S ICE d WATER SHIELDS j M RIDCxES 4 SOFFITS AND ROOF BREAKS AT ALL EAVES v 'Q U Q � u 'Q d E m 2 1= Project Title: 1245 RUTH ROAD Drawing Title: ROOF FRAMING PLAN Project 4': Scale: 1000-106-07-14 As Noted Date: 5heet 8: August 09, 2021 6 of 12 5heet: A - 103 o N U a N c(i Inn U •.� 3 a 4:12 4:12 p <C pa ROOF ROOF 7E)115T,l BELOW BELOW EXIST. ROOF NEW BUILT UP ROOF ROOF co o 6 I Z I ' I a� 1 1 I o BUI T U BUIL UP. i 1212 1 :12 N E ROOF ROOF ,� { '� .� 9: 2 ( 9:12 I: i ROOF ROOF j ROOF ( ROOF O Zj t I t 1 l I \ /BELOW BELOW Il I 1 ,' o 1 I 1 j it � j U IEC-f D NEWRICKET4:2I ! ! i t r�•i i. 4:12 N cLS 1 1 ROOF 3 I i 1 1 : F O U is BELOW I I. w I I L R i ' I- 1 li 11 N i , !! i' I O i 'I 1 II 3 .r-I ( il: I 1 t� a I i i O r-I I �-1 33 H 1 , 'I � I j GRIM EY 1 N_ I O r•--I N 1 i +� O EXTEND A •r-i L E E D S i I !I �V 3. 1--I .... QUI i RE RED 1 i ' ! r—I I .. .... I i� cCS O , : : I i H G CK T ! R E 11 ( , : : 11 N i I ' O I t ! i + � I `! _- _ ... _ . - ..__ -- - - . ... _ ._.. _ ._...... -__ - - _. . ........- NSW U ' 1~ j O ! s 4:12 €i r-� i n ,, i ....................... .. ....................... � •� '"', � r-, U Bl�IL7 UP z z _ 'l OOF; c; is I ROOF : I ;. :12 t� 1 � ; BUI T U : : . i +� O ROOF I 3' I 9:12 I " r +� o I NEW NE NEW N _._. I 4:12 ''� IROOF __.__....._._..._____._._____._ .. __ U ._.. •r-1 U �i I ROOF ROOF i � t� U !i .......... ...... .._........... .. ................. , I , N f) ( i c� o O ccS , 1.; ........_............................... : I ,1 _..__._..__. . ..___ ........_._....._........___.._-__._ _____ ._ ._.... ....... . .. ____._.__. ...._____._._.... _ _.__. . _ _. ___ C\2 r I i !1 1EW I 2:12 I — , , , , � .. .......... ... ......... ....... g 4 Seal. ROOF ...... 5i n i ................................. .. ......_...................... ........ !' —u1 C� t NE _ ..... .. ...... NEW I U X 12:12 _ _,._ 12:12 .�F. OO _ - J i I 00 I I ; •1� O c : i BUI T U , BUIL Ufa ROOF ROOF , iE t 9:12 . . _ i _ :k e i — - t .y E i I : E s I ........._ .... .,,.... .,.... �4 75 , I : .. -_.- .__ .. _.._.__._.__.... . t is a wolatiorr e ............ ............._ ......_..._ _._.. . .. ._.. ._._ ..-_ u ss act ng 'i h�pe Iter ___...-._'___-.._._-_. ....- .. 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I 1_____ .:1 I :: !I I'i"� i . ::1`l _ ll �:!11 i. 1, i l l J lL�� -u!>I L�f_ _ _ _ _ _ _ l _ : ' I '-' `_ i Q - a _ I ' it 2.mID + I i, L I i III E i I1 !I ` i1 ' li! li � 2.m a I 1 l I I I' EL `I til ._ ! II , , ! ! ! ! � .� �1..�1..' 1.._L. ..�I �' 11 ....L...1... . 11' _l J�.....11...._.....,.....LJ.. `1 .1...�.:...1.11< ' .-JLL.:.. �l �...E...: .11,1. ..1.I�.`� L...T:......1., :......u.:11.:.!......;...L}..L..... �1.1..i 1..;�.:.11...;1,. :...W..u...L.. �...1,...L L.. t.l ,J L ,�... 11 1111! ......... O � �0 '� O •0 . � v-� - - ......___-- - ------ ----------- --------- .- �:j ---- -- -- -- - I~ a) � O � • a� o � Q) � 0 (t f) 't I~ Q > � o ,-o F SON TELEVATION � V) E M � Z C /a:� /yam I a� �yU 6CALE : 1/411 = 11-011 C q H f1l, � •r--I 0� 5fgn E Seal: ED ARCy`T (�� diel 9 „� Z sa f D *_ �k j� k It Is a viola N �n�a Q,Q1�ss acting under the dlr hl ,to alter an Item In any w al � seal of an architect,5 altered, tect shall affix to _ _ T•O. R_IDGE _ _ - h15 Item the seal and the notation"altered by"followed TEL = 25.48" - - - - - ; - - - - __1111. 1111..; - - - - - - - - - - - - - - - - - - spec by 5 pater re and of date alteration. fSuch alteration, nit C5c ion _..1...............1. , i.......,........,....:.._.......I....!....1.......1.......L......1.... .......,_..,....t..... ............(:.:... ....L..... I......a... C.i. I C......:. 1 ! < . L.:...:...S,.I ..C.. I J . f 7 }..: ,1111; J 4111.. I..I........ _1 _L I _ 1 �I.._ L I ,.r �� 2.. EW Ai... C IIECTU�R�Lr-J11 L. i ! _ + - 1 I - ---- 21 _ L _ :. ?.`?�' A�?..TR i- Nil-l�S? jL t: y 7... N O I S . -' y�yO I _`._" ._! : : : , _-_111_1_-_..___.-.. -- 2 x 12 RJR. '� l6 O.G. ------_ �: :...........:......i.__.1.. _T! ' ! L. L...i.-.,........L....S.:.111=....� WATER S�I> �L L..:C:::.:..'..i....,......._i...7:::L..}..-C..L.. - f .i.. I ..I.. L...,..._....:...................(.......1... .1....1.......1........T :..;:...I .. 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I 1+ .-OII I� NEW SECOND FLOOR SSI , I _._. __ .. ....._... _..� _ _ I � �� - f - - - - - - IM I A OCK - - - - JOIST AT - 0� R L ER L BL _ -'- � . - . _._- __-______. _____.__."_.........__........._.-.......-------..._.._.......-.-----___._..__._.....__.__.__ -..____ ._..-1111_._-_111.1 ______.__....� ' t� IT EL. - 12.23 �..-... 1 _111____1 _ L iit I . __.-.___�::: - _________._._-_.___ _-._____._-.__-___....__11......._11.....-._..............-._..._......-..........._.. _ . 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EXISTING WALL d _1.11___1_ .1.11_.1._...._.-..__...._.._.__..........._--...-.....__-............................ .-........................ .............................................................................................. ..........111. .1... ............... .1.11.1............ __._-_..". _.______.__-.._."._-."..._...-._-.._._._..___.....__..._..." _11......-_..... _ _____.____._. ____ ___.____-}J__._.,_.._._._-__--.---.___._-._-_.._m_ _: _: _- _ _.___---------- ____ ____ __�- ".....__ 1_ R _._._- i E ......I...I........ _7�UT_�%If�YC..:. 1DIf� .............._....__........... 111_..............1 ... YlNTE._ i . .... Z ..............I..... ..........._................"...............................,.......,............................................................4............ .............................._ ... ...............I......I....,..........—..... . t oc:E�z .................... ..........................-. .................................I...1. 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FIRST FLOOR _ 1E - - - - - - - 1-_-__..-.._ __1_111_._-_1111." _._..___1111 ,1111 ..___.. 1111 _........____.-.-.-_..-.-_......._._._..._.....-...-._........_..._.........-.. .m_..................__..........-__-1__11__1_.__.__. e`V o fit EL. = + 2.,am' - - - _-.._ _ .. _ _..... 1111 _ ....._____.... - ._-._.... .....".. ---.-- --- __- - - 1245 RUTH ROAD F_F_ 1-_______._7-__. - D ,�,�shff' - --D P-T i 12,�. --I I Drawing Title: 1 ___ wwwww=.." L ;;;L;.� ;�� -- - - - - - -- --1111---- -- ELEVATIONS I Project N: 5cale: SCALE : 1/411 = i 1000-106-07-14 As Noted - - - - - - - - - - - - - - - - - - - - - - - - - - - - V-011 1000-106-07-14 - - - - - - - - - - - - - - - Date: Sheet M: August 09, 2021 8 of 12 Sheet: LA- 2u" 1 - - - - - - - - - - - T.O. ROO_F - - ,TEL.= 21.'13' - - - - -�. _._.......-_. �, .; __ __ �. T.O. RIDGE � --______.---. M1. - - - - - - p EL. 25.48 --� - + .a �.-........ �} v) ! I I �� I � .1._,-.._< I..-__t_�_i_.,.1 � _ _ 'TL. 1.-. 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SECOND FLOOR - - - � O - - - - - - - - _=. .......-...................-, ............-..... .. .-..-... ................._....-........ a EL _ 1146 1. 1. -_._..______-__.--_ __________-.---_.______."..-..-___._..--._..._....._......._-_.-.-._._.__.._. ----- __ __-.___- - -__--- _ _ EAI.Vft�3 L.SIpiN _ ,. . ,,._... ,--,----,-- _.._._._._--..---------__._ ___..___-._ .+� r+ ------_.___ _ -._...-----__-.-- -___-____----- --__. _ - . ._._..._. - -----.-------,,-----,- - .- ------ '-' ..... ......... ......._............... -,.:"-,--ro. .......................... ...................._. ........... ....................._.......................... ............................ . ...... .. _ . �; K iG -- - - ......I............___....._ ..,z_ _::.-. -...._......._..._.....-....... ..... _........................................ ...... ............ 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F +i cLS _ _ IR_ST FLOG EL. = + 2 mm' R -::.:.:.:m::m::::::::___. .. __=..---.-: --.--: :........::..::.. :......:................ ..:............. :...:: ::::_.:::...::_..-'.--:-.- � EL. = + 2 mm' (D � to C5 � � O c0 O O , � � `-i -N T 4� O �- m � Y) !~ 0) � O � x ° t0 � -� � O -, +, Q) ,a; - --- -- - - - - - - - - - - -- rd X I I I-------- I I I -- � p U U I I I I to .Q' > � O N .� I---------, i C rd ------- I I t--------� I I SCALE 1411 = 1'-,all Q � � , .- - - - - - - - - - I - L -�--�- 1 - - - - - - - - - I - - - - - - - - - -------------1 - - - - - - I I I I I I I I I I r-LJ� rL J� SlgnfSeal: RED A�;n I I ` ��QT R -14)1 �C� �,P. -�11t� Z rj 3 ;:i ..IAM,:.1. - ....:...r .... . . . : ............ ..... ... < . , t � - - - - - - - - - - - - - - t s a violation'of Ta 0 1o��ess actin ...,...,.,_j......,L .1....... ..,.I.. ,L �.�,* �. ......... .,....L 1....... _4. ...1 j....r....L-...,....�.......L. .1....... ._1....r...`�..._ __s....... t...:W _..... r...... !. ......... i. ....:...: , 1.......1_.1::.....1 under the direction _ _ of tett,to alter _-___- 7 C._ ��......L - I - "' - I an item In any way. If an Item bearing the seal of an 1._-T+,.� ;T, € �. ' _ - �.-.L. -.. _ ._,_-�-- _+._1�.�1- _ architect Is altered,the altering architect shall affix to . . '....,....:- .._._ _1,_ <...,....i 7.... ..-1...... -. .....t� . is i-._...I.... his item the seal and the notation"altered by'followed . . i.......' !..1::::.... 1 _j _ _. : , t .L._..��_ :::I::_ ...1^�.._:._ � ._,. �: � j._ -_...."....i_..._:..._.._-.:.:1::".... L _,. - - - by his sl nature and the date of such alteration,and a -.1-'._i.....I__.1......1.. -.......!_..-.......... _.1.....i.._....;......-...._;.._...L.__.1......7...1........_...... _ _....... :1..:`.::i- i.......; '......,_ i. .. !...1._..1.....T'._;........1._._i.`::.[..:: T I g ....1....., i......1... .l. 1.......1 .......1 I C...._1.....1.......�..i...T.....:..".._C�....1.... ...1......L.1....._,. s ecific descri tion of the alteration. 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L � � Nl~llJ.:-u.1N)'L_S1D.iNili7-: --_.___.____ _____.--.----------..__ __________ EU Ib1YL:_ 1 7 1 :----___..-----.----_. -_ -_-__-_._____________-_ ............................................................................................................................................................................................_.....--&..............-....... ...................................................................................._................................................................................................................................................................................................................................................................... Project Title: ..............................................................................................................................................................................................-..........--...I-"...............-............................................................_.........._....................._.........-............._......._.........--..................................... - - - - - - - - - - - - - - - - - -111.1. - - - - - 1111__.. _.__._.___.____._____ _____-_-._._.____._.._-__-.___...__...._._....._.-.....-....,.-.__.._.__..__._-_ _..__-_-____...____....__....._...----.._...___..._._.___..__...._..1111...__111.1...-- -1.111... .........._.._-1111._-__...__ ._._._-- - - - - - - - - - - - - - - - - - - - - - - - -_ ----,--.--,-,-----__ __..____- _.__ __ 'I 245 RUTH ROAD Drawing Title: - -- - - - --- -- --- -- ELEVATIONS Project 8: 5cale: SCALE : 1/411 = 1'-0" 1000-106-07-14 As Noted Date: Sheet 8: August 09, 2021 9 of 12 Sheet: A - 202 {'�• ,yr,y m 16" O.C, ``-rte �`�'.i• %'''�- I TYPICAL ROOF CONSTRUCTION: -ARCHITECTURAL ASPHALT ROOF SHING=LES NEW ARCHITECTURAL NEW ARCHITECTURAL �' 4 '�ry -PROVIDE RIDGE VENTS i ,.•; -ALUMINUM FLASHING AT ALL ROOF ASPHALT ROOF SHINGLES ASPHALT ROOF SHINGLES f 2x8 C.T. ;'.,, T-, VALLEYS, OPENINGS AND ROOF PENETRATIONS -GRACE SNOW AND ICE SHIELD FROM +, t` r•%"' ��;Y, ,.�,•- I EAVES TO POINT MIN. 36 PAST THE WARM �', I SIDE OF WALL LINES EXIST. X 4-T r y� 1 -301b. BUILDER FELT S 0 I -3/4" CDX PLYWOOD SHEATHING NEW 2x12 R.R. 16" O.C. r I -2"x12" ROOF RAFTERS g 16" O,G. o Q .. Yr.'� Yr Y ,` ^`^ f x:. �,, YY,,, 'x x;x 'X x ;; �; Y�,x,, „x_� -R-38 BATT INSULATION CEILING r }} - X - N x. Y..Y}. �_ ..Y_ °.Y 1. X_X.J 'Y. .s .c.'c_c _Y._Y_Y. i-.y � _ Y_7_�_ _' �_k_1_ %_t.t,x C_r_�_; _Y._f.) .c.c c _k_7_'Y ..Y_�.x. �.ti.Y. _y'. €_ C_X_h_ s_)..}. L - ..X X_3', — y�fy( @ ` , N (� EXIST. �l' BEDROOM REC20ROOM J ` H 0 200 o;OIDr C\2 0 0 Q0 cc NEW 14" T.J.I.F,J. NEW 14" T.J.I.F.J. _ '' NEW SECOND FLOOR EXIST_. SECOND FLOOR _ _ _ _ _ NEW 14" T.J.L F.J. NEW 14" T.J.I.FJ. `" EL• = 12.23' z EL = 11.46' EXIST, F.J. EXIST.F,J, EXIST. G.J. EXIST. G.J. EXIST. CJ, EXIST. G.J. TYPICAL WALL CONSTRUCTION: CEDAR SIDING 7) R-5 CONT, RIGID INSULATION ;11 . 30 LB. BLDG.FELT 0 N." EXT. CDX PLYWOOD SHEATHIING 2" x 6" STUDS e 16" O.C. N - EXIST. X� - o 71 BEDROOM LIVING ROOM KITCHEN - DINING ROOM FAMILY ROOM @ FIREBLOCKING A7 MID POINT OF p0 100 100 101 @ 101 1-0-2 61 WALL HEIGHT EVERY STUp � ' R-21 BATT INSULATION 4--1 GYPSUM BOARD FINISH ON WALLS "- "7YVEK" HOUSE WRAP (2) 2"x6" TREATED SILL PLATE W/ TERMITE SHIELD 4 CUJ A.B.16" LONG a 36" O.G.MIN (2)PER SILL RUN. U 0FIRS �.t.^.,.rf). ,>..�,..,•:,1�K^Y.EcC�_"k.k,�..<�. > {,z;�;�;� � k;r�� r . T FLOOR FIRST FLOOR + -4—)EL_ + 2.00' YX_ X .cY..x �a,CrCEXISTING F.J. EXISTING F.J. EXISTING F.J. EXISTING F.J. R-30 BATT. 0 INSULATION TYPICAL FOUNDATION WALL +�� S" O 0 10"W CONC. U Q a _ Q NEW CELLAR W/ S BARS 24" O.G.T ERT. O U 11- EXIST. GARAGE `� EXIST. CELLAR @ '� cj 000 N 000 r- N - 000 "5 BARS 36" O.G. HORIZ. INSIDE FACE 4-1 -4--) w w w @ 4 #5 9 12" DOWELS INTO FOOTING 17)Q tt rd 0 WATERPROOF ALL FOUNDATION WALLS 04-1 CELLAR SLAB 4" POURED CONCRETE SLAB (3,500 PSI) PROVIDE WEEP HOLES 4 FLASHING AS REQ. r O REINFORCED W/ (x6 10/lo W.W.M. TYPICAL FOUNDATION FOOTING bjOb OVER 6 MIL POLYETHLEENE VAPOR BARRIER 3500 PSI POURED CONCRETE FOOTINGS �C 7) • �-1 STEP FOOTING FOR OVER 12" COMPACTED GRAVEL BASEN 7) 12" DEEP x 2'-0"W W/ (3)05 REBAR CONT. AND -1--� 8'-0" CEILING HEIGHT05 REBAR CROSS TIES A 14" O,C. e BOTTOM TYP. OF ALL UNLESS OTHERWISE NOTED G w0 Q) U ALIGN SLAB WITH NOTE: "5 BAR 111 24" O.G. DOWELED INTO WALL ABOVE O B.O.FOOTING a o Q f:)'o SCALE = 1/4 = 1 -,a" C\ U E M � v 71 Q) I U Q) Q (� C\2 (� 5ign R Seal: D ARC 'Si R' D k It 15 a violation f �perybn n cQ tmg under the dlrecti alter an item in any way. e©lra � c of an \ .� r yk Y 12 architect Is altered,the n r shalt affix to 12 12 ; 'Y x} =4 TYPICAL ROOF CONSTRUCTION: 4�- ;a. 1 ' ," .^ "�4 his item the seal and the notation"altered by"followed 2x6 C.T. 16" O.C. -^ k� >Y Y -, -ARCHITECTURAL ASPHALT ROOF SHINGLES ` fm'1 =.T- ".' �';t 'q`vby his si nature and the date of such alteration,and a 12 _a /� r 3 •_ -PROVIDE RIDGE VENTS "�,yZi_, F F�t1�,1 specific description of the alteration. 12 -ALUMINUM FLASHING AT ALL ROOF VALLEYS, OPENINGS AND ROOFx #% t a t y; 2x8 G.T. e 16" o.C. -..., J _ T.O. P2x10 G.J. 16" O.C.LATE PEN 7 �-•' T.O. PLATE - - - - - - - - - - - - - - - - EL. 21.23' -GRACE SNOW AND ICE SHIELD RAFROM EL. {; EAVES TO POINT MIN, 36" PAST THE WARM ...................................................................... ^T SIDE OF WALL LINES Y i'= :.................................................................... ~� -301b. BUILDER FELT �� -3/4" CDX PLYWOOD SHEATHING r= ..___.............................. V y SIN -2"x12" ROOF RAFTERS -a 16" O.G. N m -R-38 BATT INSULATION 6 CEILING ____—___._ REC. ROOM _ BEDROOM CLOSET , J _---- OD : _, @201 - 203 N p -----:.-v N _ f ,• S _ .._._.._._......,_....._.._...._..._..__.._ l N* ............ z LO IS I - _ 2x8 R.R. a 16 O.G. W U NEW SECOND_FLOOR L _ _ _ _ _ _ -� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NEW SECOND FLOOR J.IQ J EL. = 12.23' = - - Q NEW 14" T. . F.J. NEW 14" T.J.I.F.J. NEW 14" T.J.I.F.J. EL. 12.23 ' NEW 2x12 EXIST, C-J. ....................................... ...... Z C1 TYPICAL WALL CONSTRUCTION: >: __._....___._._._..___... ............................ ......... CEDAR SIDING r'i U __ . R-5 CONT. RIGID INSULATION _---.-. y;;, _�._W_�- `. . 30 LB. BLDG. FELT �y EXT. CDX PLYWOOD SHEATHIING ~' - 2" x 6" STUDS a 16" O.C. I........................._..._..................................................... n Q FIREBLOCKING AT MID POINT OF j.........................................._........................................... l�l CV PINING ROOM KITCHEN @ CABANA BATHROOM WALL HEIGHT 6 EVERY STUD >- 101 101 pECK R-21 BATT INSULATION 103 104 ;> ...----.__.._._._....__..._._.._....._._.._.__.......__ GYPSUM BOARD FINISH ON WALLS - "TYVEK" HOUSE WRAP nrt E Z ^.. (2) 2"x6" TREATED SILL PLATE W/ TERMITE SHIELD 4 kK -................. ............."" s/a" A,B. 16" LONG 36" O.G. MIN (2) PER SILL RUN. FIRST FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ - -- — ---- FIRST FLOOR r„ e EL. _ + 2.00 EXIST. F,J, EXIST.F.J. EXIST. D.J. ,.i.,' i.�.k_'t.i•_Y.,s..Y�',x-.)'-,€.n,Y.1t.i..:,,J..- .Y_,_3 I^. ?"_.i`..3..C}...y_C.?-.� EXIST. D.J. Project Title: TYPICAL FOUNDATION WALL 10"W GONG.FOUNDATION 12145 RUTH ROAD W/ 05 BARS 24" O.G. VERT. 05 BARS Q 36" O.C. HORIZ. INSIDE FACE d 05 a 12" DOWELS INTO FOOTING EXIST. CELLAR n11�Y @ � NEW CELLAR -- - --- ------ F000 I I 000 I I WATERPROOF ALL FOUNDATION WALLS CQ Drawing Title: CELLAR SLAB I PROVIDE WEEP HOLES 4 FLASHING AS REQ. 4" POURED CONCRETE SLAB (3,500 PSI) TYPICAL FOUNDATION FOOTING RE INFORCED W/ 6x610/10 W.W-M- SECTIONS 3500 PSI POURED CONCRETE FOOTINGSOVER 6 MIL POLYETHLEENE VAPOR BARRIER 5 12" DEEP x 2'-0"W W/ (3) " REBAR CONT, AND OVER 12" COMPACTED GRAVEL BASE 05 REBAR GROSS TIES A 14" O,G. e BOTTOM TYP. OF ALL UNLESS OTHERWISE NOTED NOTE: "5 BAR g 24" O.G. DOWELED INTO WALL ABOVE Pr4lect#: 5cale: �Ij 1000-106-07-14 As Noted G �T � O � E — i3 Date: Sheet#: SCALE 114'1 = P-0" G CT I ON C _ C August 09, 2021 to of 12 5heet: SCALE : 1,411 = l'-Ol' A- 3 0 � ALLOWABLE HOLES - TJI® Joists Refer to Manufacturer's Instructions for additional Installation Details and Specifications Min.distance from Table A Min.distance from Table B 1Y"hole may be cut No field cut Do not cut holes larger anywhere in web out- See current iLevel@ (or approved equal) literature for framing connectors holes In than 1Y2"In cantilever side of hatched zone hatched / @1 - zones _ DO NOT JOIST DETAILS o cut or notch flange. 6„ ❑ 0 i °o0 0 11 6^ Load bearing or shear wall above (must stack over wall below) 6^ Lt 2 x Dt Dt Closely grouped round L2 2 x L2 D2 6^ 6^1 Plate nail Plate nail Web Stiffeners Load from above minimum holes are permitted if minimum required each side IRC 502-7 requires lateral restraint Blocking panel (applies to all holes the group perimeter at A2W meets requirements for 1 Blocking (blocking)at all Intermediate except knockouts) supports in Seismic Design 2x4 minimum .\ Ys'• panel Categories D0,D1,and D2 to s round or square holes. quash blocks Table A - End Support DO NOT strengthen the floor diaphragm. oUl p p cut holes In cantilever Web Stiffeners Rim-to-joist nail end support reinforcement. " N o Minimum distance from edge of hole to inside face of nearestpp required each side Toe nail 61 Y8 E SIZE SQUARE OR RECTANGULAR HOLE SIZE Toenail atAlw O JOIST TJI@ ROUND HOLE N DEPTH � O � 2" 3" 4" 5" 6Y2" 7" 8%8" 11" 13" 2" 3" 4" 5" 6Y2" 7" W/e" 11" 13" Web stiffeners 2x4 minimum 110 1'-0" 1'6" 2'-0" 2'-6" 5'-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-6- TJI®rim joist required each side at squash blocks N BIW and 62W 9Y2, 210 1'-0" 1'-6" 2'-0" 3'-0" 5'-0" 1'-0" 2'-0" 2'-0" 4'-0" 5'-0" Must have 13/4"minimum @ Use 2x4 minimum squash blocks to 2 230 1'-0" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" Al O joist bearing at ends.Attach g2 Blocking panels may be CS transfer load around TJ!®joist 360 1'-6" 2'-0" 3'-0" 4'-0" 6'-0" 1'-0" 2'-6" 3'-6" 5'-0" 5'-6" rim joist per A3 detail. required with shear walls 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 5'-0" 1'-0" 1'-0" 1'-6" 2'-6" 4'-6" 4'-6" 6'-0" above or below-see detail B1 210 1'-0" 1'-0" 1'-0'" 1'-6" 2'-6" 3'-0" 5'-6" 1'-0" 1'-0" 2'-0" 3'-0" 5'-0" 5'-6" 6'-0" CD CD M 11%8" 230 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'-6" 6'-0" 1'-0" 1'-0" 2'-0" 3'-0" 5'-0" 5'-6" 7'-0" CO CC) 360 1'-0" 1'-0" 1'-6'" 2'-0" 4'-6" 5'-0" 7'-0" 1'-0" 1'-0" 2'•6" 4'-0" 6'-0" 6'-6" 7'-6" 560 1'-0" l'-0" 1'-6" 3'-0" 5'-0" 5'-6" 8'-0" 1'-0" 2'-0" 3'-0" 5'-0" 7'-0" 7'-6" 8'-0" Filler block:Attach per the table below, r ^- 4'-0"length of 8"diameter maximum hole for 11 � 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'6" 5'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 4'-0" 6'-0" 8'-0" Clinch nails when possible. 3 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" V-0" 6'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 4'-6" 6'-0" 8'-6" /4 reinforcement 16"deep blocking panels; p diameter Backer block:Install tight to top on one side at E2, maximum for blocking panels 9Yz" 14" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 3'-6" 6'-6" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-0" 7'-0" 9'-0" flange(tight to bottom flange both sides at E3 deep or shorter than 12"long. 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-6" 8'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-6 6'-6" 8'-0" 9'-6" Hanger height must with face mount hangers). Flush bearing plate required. Do not cut flanges. 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 6'-0" 9'-0" 1'-0" 1'-0" 1'-6" 3'-6" 6'-6" 7'-0" 9'-0" 10'-0" be a minimum of 60"/ Attach per the table below. Maximum Y4"overhang 210 1'-0" 1'-0" V-O 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 6'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 6'-6" 8'-0" 10'-0" of/olst depth Clinch nails when possible. permitted at beam. 0 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 6'-6" 1'-0" 1'_0"11'-0" 1'-0" 3'-0" 3'-6" 7'-0" 9'-0" 11'-0" 11 1Y4"TimberStrand® LSL or O 16" !Levels 1Y8"rim board.Nail with N - 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 9'-0" 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" 5'-0" 9'-0" 10'-0" 11'-0" Backer block 10d(0.131"x 3")nails,one O 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-6" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-0" 6'-0" 10'-0" 11'-0" 12'-0" both sides of web 11 each at top and bottom flange. To mount with single TJI® S O co 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" P joist 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 5'-0' 10'-0" 1'-0" 1'-0" 1'-0" 3'-0" 5'-0" 10'-0" 11'-0" 13'-6" hanger Attach reinforcement `- 18" TJI®Flan a Block Nail ° to joist flange with 8d(0.131" 44 ~s ,� 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 5'-0" 11'-0" 1'-0" 1'-0" 1'-6" 4'-0" 6'-6" 11'-0" 12'-0" 14'-6" TJI®Depth,D g p" x 2Y2")nails at 6"on-center. U1 U 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 7'-0" 10'-6" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 8'-0" 11'-0" 14'-0" 15'6" Face mount Width Type Size Quantity Q�`�uta When reinforcing both sides, U w 20" 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 7'-0" 11'-0" 1'-0" -— -— 1'-0" 4'-0" 9'6" 12'6' 14'-6" 15'6" hanger 12" Filler 10d(0.128"x 3") 100) Face grain stagger nails. less than 32 horizontal Table B - Intermediate or Cantilever Support 9"<Ds16" Backer 10((0.128"x3") 110tc °� p p 1 Filler 16((0.135"x32") 10�'>-each side � Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support H1 3z" Backer 10d(0.128^x 3") 1001) H3 o a) 0 JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE less than 3z" Filler 10((0.128 x3") 115 +' O 16"<Ds20" Backer 10((0"128"x 3") 115 � c� � O � DEPTH TJI® 2" 3" 4" 5" 6Y2' 7" 13%" 11" 13" 2" 3" 4" 5" 6Y2' 7" 8%" 11" 13" Q' Z Filler 16((0.135"x ") 15-each side O 110 1'-6" 2'-6" 3'-0" 4'-0" 7'-6" 1'-6" 2'-6" 3'-0" 5'-6" 6'-6" 32 Backer 10d(0.128"x 3") 115 4� 00 O �, U 210 2'-0" 2'-6- 3'-6" 4'-6" 7'-6" 2'-0" 3'-0" 4'-0" 6'-0" 7'-0" 20"<D--524" Filler 16d0.135"x 3124" 31" ( z") 25-each side U 7 O U 9/z" 230 2'-6" 3'-0" 4'-0" 5'-0" 8'-0" 2'-0" 3'-0" 4'-6" 6'-6" 7'-0" z Backer 10d(0.128"x 3") 115 \ Z 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0» 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" (1)15 for multi-family applications 110 1'-0" 1'-0" 1'-6" 2'-6" 4'-0" 4'-0" 8'4" 1'-0" 1'-6" 2'-6" 4'-0" 6'-6" 7'-0" 9'-0" 0 �- t0 to d 0 With top mount hangers,backer block required O ti--, I~ •� 210 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 91'-0" 1'-0" 2'-0" 3'-0" 4'-6" 7'-6" 8'-0" 10'-0" H2 i� O 4-Aonly for downward loads exceeding 250 lbs or for 4-1 11%8" 230 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 91'-6" 1'-0" 2'-0" 3'-6" 5'-0" 8'-0" 8'-6" 10'-0" � + U uplift conditions. 360 2'-0" 3'-0" 4'-0" 5'-6" 7'-0" 7'-6" 11'-0" 2'-0" 3'-6" 5'-0" 7'-0" 9'-6" 9'-6" 11'-0" 0 U b 560 1'-6" 3'-0" 4'-6" 5'-6" 8'-0" 8'-6" 12'-0" 3'-0" 4'-6" 6'-0" 8'-0" 10'-6" 11'-0" 12'-0" N N 110 1'-0" 1'-0" 1'-0" 1'-0" 2'-0"1 2'-6" 4'-6" 8'-0" 1'-0" 1'-0"1 1'-0" 2'-6" 5'-0" 6'-0" 9'-0" 12'-0" U 4� 210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-0" 9'-0" 1'-0" V-0" 2'-0" 3'-6" 6'-0" 7'-0" 10'-0" 12'-6" U 14" 230 1'-0" 1'-0" 1'-01" 2'-0" 3'-0" 3'-6" F-6" 10'-0" 1'-0" 1'-0" 2'-6" 4'-0" 6'-0" 7'-6" 10'-6" 13'-0" O O N 360 1'-0" 1'-0" 2'-0" 3'-0" 5'-6" 6'-0" P'-6" 12'-6". 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" 560 1'-0" 1'-0" 1'-6" 31-6" 5'-6" 6'-0" E'-6" 13'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" 15'-0" BEAM a n d COLUMN DETAILS � Q) � 210 1'-0" 1'-0" 1' " 1'-0" 1'-0" 1'-0" T-0" 5'-6" 9'-6" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 5'-6" 9'-0" 12'-6" 15'-6" > O 'b �I O O O r) 230 1'-0" 1'-0" 1'-0" 1'7W 1'-6" 2'-0" 4'-0" 6-6" 101,•6" 1'-0" l'-0" 1'-0" 2'-6" 5'-0" 6'-0» 10'-6" 13'-0" 16'-0" CQ ) 16" 360 1'-0" 1'-0" 1'-0" 1'-0" X-0-1 -0 4'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2' " 4'-0" 7'-6" 8'-6" 13'-0" 14'-6" 17'-0" 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 7'-0" 11'-0" 15'0" 1'-0" r-0" 3'-6" V-6" 9'-0" 10'-0" 14'-6" 16'-0'118'-0 BEAM TO COLUMN LATERAL BRACE Q) a) �I 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" TJ Is joist 18" 360 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 6'-0" 9'-0" 15'-0" 1'-0" 1'-6" 4'4" 6'-6" 9'-0" 14'-6" 16'-6" 19'-6- 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-6" 6'-0" 8'-0" 11'-0" 16'-6" 18'-0" 20'-0" 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 11'-0" 15'$" 1'-0" 1'-0" 1'-6" 4'-0" 7'-0" 12'-6" 16-0" 19'-0" 21'-0" Floor beam 5i1n 4 Seal: 20" 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 50'-6" 12'-0" 16'•0" 1'-0" 1'-0" 3'-0" 6'-0" 8'-6" 14'-0" 17'-0' 19'-6" 20'-6- Rectangular holes based on measurement of longest side. �RE D ARC - Holes may be located vertically anywhere within the web.Leave Y8"of web(minimum)at top and bottom of hole. Bearing on Concrete or Masonry Pocket Gj R. �j Full Depth Header �� Q� q� � - Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. Low Header High Header Strap Y2"minimum clearance Q C� 1, 0 A - For simple span(5'minimum), uniformly loaded joists used in residential applications,one maximum size round hole may be located BEARING AT Alternative 2x4 blocking: > Z at the center of the joist span provided that no other holes occur In the joist. COLUMN Use clips for lateral support (do not attach to beam) - Distances are based on the maximum uniform loads frost current Level specifiers guides.For other load conditions or hole configurations use iLevel®TJ-Beam®software or contact your Level representative. a (� 2X4 blocking for under theV'ol dire all f f 7cQn51 rse�l' ss acting Header Steel Column lateralsupport Be seat connector r t1�e,L �q�ed��ch ct,to alt® an item in any way. i em a seal of an • am architect is altered,the ing architect shall affix to his item the seal and the notation"altered Ly'followed Verify column capacity Header Header 2xX nailer" COrlCrete Or CMU wall by his signature and the date of such alteration,and a and beam bearing ,Double nailer may required depending Suggested lateral bracing detail for beam specific description of the alteration. length.ngth.See current L7 L8 L9 L14 when required. Verify beam bearing length L25 Other iLevel® Trus Joist® Headers and Beams O ILevel®literature. O O upon opening size and window type on page 36 of TJ-9000 Specifler's Guide Microllame LVL 1.3E TimberStrand® and Parallame PSL LSL hole zone hole zone 2 x diameter of the Y3 depth N largest hole(minimum) U d' DO NOT cut,notch or drill N holes In headers or beams ..� d) — — except as indicated in N d o — _ ° O _ — o o illustrations and tables. Z Microllame LVL and BEAM TO COLUMN LATERAL BRACE Parallame PSL Header or Beam Maximum Round r� allowed hole zone Depth Hole Size Joist v J O middle Y3 span 4Y8" 1" BEAM TO BEAM BEARING AT 5y2" 1 Y4" 2x4 brace at BEARING FOR DOOR CONNECTION CONCRETE WALL Q =J d 1.3E TimberStrand@ LSL allowed hole zone d 7Y4"-20" 2" each column BEAM ON OR WINDOW HEADER li, � d See Illustration for Allowed Hole Zone COLUMN CAP Strap per code if top plate < Is not)continuous over Simpson header General Notes Strong-Tiesstr j U USP LSTA9 stra ,.� - Allowed hole zone suitable for headers and beams with uniform loads only. (or similar) LL - Round holes only Top mount Q N - No holes in cantilevers. hanger d N No holes in headers or beams in plank orientation. Floor beam Fahan er nt Protect untreated e wood from direct P1 g contact with L3 See current iLevel'literature L4 concrete Metal post cap Column O for framing connectors VVe ARNINC Joists are unstable until braced laterally Verify beam bearing length below and column capacity on a 42 Bracing Includes: L27 of TJ-9000 Specifie s Guide Blocking - Sheathing ' Strut Lines Project Title: - Hangers - Rim Board - Rim Joist TJI®JOIST NAILING REQUIREMENTS at BEARING 1 245 RUTH ROAD WEB STIFFENER ATTACHMENT TJI®Joist to Bearing Plate Squash Blocks to TJI@ Joist � - 1/4"TimberStrand® LSL or (Load bearing wall above) t _ d t� With point load from above,install web stiffener tight to top ILevel®1Y8"rim board. One 10d(0.128"x 3")_ nail into each flange DO NOT walk on joists DO NOT walk on joists DO NOT stack building until braced, that are lying flat materials on unsheathed flange(gap at bottom flange)when there is no support below. Drawing Title: Bid(0. Oneleach 1de.Dri e ENGINEER FLOOR INJURY MAY(RESULT. joists.Stack only over NailingRequirements nail each side.Drive Depth Minimum Web q nails at an angle at - beams or walls. TJI Joist Series p Number Nails least 1Y2"from end. WARNING NOTES: ` G—� (in.) Stiffener Size Type JOIST DETAIL s Lack of proper bracing during construction can result In serious End Intermediate 1%a minimum bearing at Also see detail B2 ^ 110 All 5/6"x 2%6" end support;3Y2"minimum accidents.Observe the following guidelines: 1" Y8 minimum 8d at Intermediate support (1Y2"for TJI® 23/4"maximum 210 All 7/4"x 206"shear transfer.Connections equivalent to 1.All blocking,hangers,rim boards and rim joists a:the end supports of the TJI®joists must be completely installed and properly nailed. 230&360 All /g X 2�g (0.113"x 2Y2") floor panel nailing schedule Project#: Scale: 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be 560,560D, s31 &s33 All 1"x 25/6" 3 3 accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. s47 joist) Rim to TJI®Joist 3.Safety bracing of 1x4(minimum)must be nailed 10 a braced end wall or sheathed area(as In note 2)and to each joist, l0oo-los-o7-t4 as Noted Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or Web stiffener each side. 560&s47 All 2X4 16d , ^ Le TimberStrand® LSL or 3yz"wide TJI) rim (0.135 x 3Y2 ) ILevel®1Ye"rim board or Joist:Toe nail with Date: Sheet#: one layer of unnailed sheathing. See sizes below. 4.Sheathingmust be completely attached to each TJIs joist before additional loads can be laced on the system. 18" 4 4 13/4"wide TJI®rim joist: nails, (e each x 3") 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. P y Tight fit" One 10d(0.128"x 3')nail nails,one each side 3yz"wide TJI® August 09, 2021 it of 12 5.The flanges must remain straight within g o from true alignment. 560D 20 2X4 16d 5 5 Into each flange of TJI®joist flange floor joist Sheet: 22" (0,135"x 3Y2") 6 11 2 Ys"-2%s"wide TJI®rim W 24" 6 13 joist:One 16d(0.135"x 3Y2"wide TJI® A Weyerhaeuser,iLTi evel®, Microllame,Parallame,Silent Floor®, mberStrand@,TJI@,and Trus Joist®are registered m-( 3 " Hall Into each flan e — trademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved. 13/4"minimum bearing Ys) 9 rim joist Locate rim board joint between joists. Top view USE A MINIMUM OF TWO Sd NAILS TH15 SIDE OF TRUSS --ROOF RAFTER PROVIDE 'SIMPSON" STRONG TIE STRAP TOTAL FOUR ° • ' o ' FROM RAFTER TO RAFTER OVER TOP OF ad NAILS RIDGE BEAM w 321"o.c. INTO TRUS5 w MIN. (W/ COLLAR i i,' eve TIES)FASTEN W/ 5 NIO NAILS ® ° TYPICAL RAFTER CONNECTION p ° LTP4 OR WRAP COIL STRAP ° 1SIMP5ON" H-1 CONNECTOR T® FROM STUD TO "SIMPSON" a 16" o.c. FASTEN W/ (4) sdUNDER SILL PLATE ° STRONG=-TIE LT540 "SIMPSON" NAILS TO RAFTERS "SIMPSON" STRONG-TIE L5TA 'SIMPSON" STRONG-TIE H2.5 ° INSTALL AS SHOWN (5) SdTO STUDS 4 I °o PLATE INSTALL 9 16ROOF RAFTER" O.G. INSTALL o 16" O.G. a (2) ad TO PLATES w0J °° WALL STUD Ed NAILS °■, - "SIMPSON H7" INTO °o° RI?E3EAM PLATES E IGI-IT c � Sd NAILS 0 N INTO STUD J015T H,4NG,4i, FOR � T�'�IC4L i�4FT i� i=L,4TE CONNECTIONS RIDGE 5Ti�4� T1 i=OST TO Ii�D i� 2X IN5T�4LL4T(ON STUD TO i=L,4TE JOIST TO JOIST D a ___ - _- - - N CI:5 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS - SCALE: NTS 3 •�., TYPICAL o � � FLOOR-TO-FLOOR CONNECTION "6IMP5ON" LFTA CONNECTOR e I6" o.c. FASTEN U/(16) CID o 0 "SIMPSON" NlO NAILS FLOOR JOIST m 03 6 CQ TYPICAL WIND BRACE SUB FLOORING ROOF RAFTER PROVIDE Ix4 BRACE Z NOTCHED INTO TOP PLATE ALL STUDS 4 3" MAXIMUM RAFTER BOTTOM PLATES e 45` SEAT CUT OVERHANG ANGLE-FASTEN W/MIN. Ix OR 2x CEILING )01575 SHEATHING OR OTHER (2) IOD COMMON NAILS LATERAL BRACING e) 45" O.C. i LATERAL BRACING AS a EACH MEMBER WIND REQUIED BRACE 9 EACH FLOOR LEVEL AS REQUIRED 2x JOIST SPACING O d PROVIDE MINIMUM (l) MINIMUM BRACE e EACH / c cd EXTERNAL WALL "51MPSON" STRONG-TIE HCP HGP-2X MEMBER SIZE °I TWO Irod NAILS HCP-4X MEMBER SIZE ° I (BLOCKING TO RAFTER) N "SIMPSON" LFTA - - • ° CEILING J0157 U ti LATERAL BLOCKING PER CODE OR i XIIINJAIL CON ECTION '; O � WALL STUD e 16" OC FOR LATERAL WIND REQUIREMENTS ' H.-) 0 O STRUCTURAL SHEATHINGCCS .+-, r. TOENAIL WITH THREE III NAILS \� cl� OII E DOUBLE 2 x (X) STUD CRAFTER 70 TOP PLATE) \� c:5 O O O O U SIMPSON STRONG TIE- PHDS TOENAIL WITHI TWO 166 O 4 U USED FOR CORNER HOLD DOWNS NAILS (CEILING JOIST � 4--1(ANCHOR DOWN TO CONCRETE) TO TOP PLATE) � �- O IpCORNER IL,4TE cz ' FLOOR-TO-FLOOR CONNECTION OOF ,4FTR � �1 -- - - I SCALE: NTS HEEL CONNECTION SCALE: NTS O - -- U O I J�, CEILING OUTLOOKERS SCALE: NTS -4 .Y N AT HIP END Zj O N N ' ` I O ctS ' CONNECT VALLEY BEAM TO HIP BEAM p O O � � �' N to USISLOPEDPEDKEUED R_ RIDGE BEAM � ROOF PITCHES ARE UNEQUAL �\ HIP / VALLEY BEAM N N I N N ° \_ _ \ ROOF RAFTER ° 114 ° a° m "SIMPSON" STRONCs-TIE H2 / SLOPED HANGER I ° ° a INSTALL 16" O.C. fi�OOF i�,4FTEi� CONNECT MEMBER WITH � � Q �, � � .,� NOTCH HIP / VALLEY TO SIT ON POST I ° OJTLOOKER DETAIL (15i OF ORIGINAL MEMBER DEPTH d a. ° HOOKED ANCHOR BOLT REQUIRED) TOENAIL WITH FIVE III SignCSeal: a - MIN. 12" INTO CONCRETE SCALE: NTS RIDGE BEAM NAILS (HIP TO RIDGE) FOUNDATION WALL 6 23" O.G. i—TOENAIL WITH FOUR 16d NAILS (RIDGE TO HIP) i �R�DAq Cy/� CONNECT RAFTER TO ' 1000, F,: 4FTER TO DOU5LE WHEN NOT ALIGNED WITH RAFTER, VALLEY USING X 16d NAILS CONNECT KINGS STUDS 70 TOP PLATE, Lr � +4OLD DOJJN DET,4IL 70F fL,4TE �z HURRICANE TIES MANUFACTURED BY SIMPSON WRAP V4" GALS. 20 GA. COIL STRAP — ?+►? y - OVER TOP OF TOP PLATE 4 NAIL NIP / VALLEY BEAM SCALE: NTS SCALE: NTS STPROVE 1E CONNECTORS MODEL No. H2 -CONNECT MEMBER WITH �—P05T OR BEARING WALL 4- OR APPROVED EQUIVALENT AT EVERY STUD � ROOF SLOPED HANGER N TO PLATE CONNECTION WHEN RAFTERS FRAMING n ALIGN WITH STUD \\ under the dir 4cg 5 55 t,to alter an item in any wa a tFm� n a seal of an architect 15 altered,t rchitect shall affix to his item the seal and the notation"altered by'followed \ F� \1�/ by his Signature and the date of such alteration,and a i�O0F 4F T E R r41F:) RIDGE ,4 L L E� Specific description of the alteration. VALET' Illi= CONNECTION P05T CONNECTION _ GRIPLE SCALE: NTS SCALE: NTS S2 STUDS DOUBLE j TOP PLATE vT N ._.il OD USE SIMPSON Z-MAX OR HDG CONNECTORS 1 •�- TO INCREASE CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION HEADER rz � W/ ACQ. LUMBER N z (D V RIDGE BEAM w U r1 J WALL STUDS 16" O.C. \ - (2) 2" x lO" HEADER \ FULL (2) 2" x 10" TRIMMER RAFTER 0 FRAMED OPENING FOR NEW LENGTH ♦ WINDOW OR EXTERIOR DOORWALL ROOF OPENING (gyp STUDS 'Q U a d 1 \: -2" x (X)" ROOF RAFTER NOTE: I -(2) 2" x lO" HEADER ° �l BOTTOM PLATE ° UPLIFT CONNECTION 15 REQUIRED RIM JOIST ° AT EACH END OF THE HEADER AND AT 1 i TAIL RAFTER BOTTOM OF HEADER STUDS IN ADDITION 70 - - - - - - - - - - - - - - (2) 2" x (X)" TOP PLATE CONNECTORS AT WALL STUDS AND AT TOP \ Z ° AND BOTTOM OF GRIPLE5. E ° a II II I I I ° I I I I I I I I / f \ Project Title:. ° NOTE: I I I�NO UPLIFT CONTI ECTORS I I I 4)1 44 ALL STRAPPING TO BE SUBFLOOR SOLE I — SQUIRED IN i I IS AREA SUB FLOOR ° INSTALLED AS PER MANUFACTURERS PLATE 1 1245 RUTH ROAD FLOOR JOIST ° ° SPECIFICATIONS AND NYS CODE RIM DOUBLE ACQ SILL PLATE \ z ° JOIST � A' 16 Ga. STRAP TIES MANUFACTURED BY SIl"IPSON STRONG-TIE TERMITE SHIELD �� ° ° ° CONNECTORS MODEL No. CSI(o OR APPROVED EQUIVALENT. FOUNDATION WALL,\ ° STRAP TO HAVE MIN. 12" BEARING ON THE STUD AND WRAP 16 Ga. STRAP TIES MANUFACTURED Drawing Title: u ° UNDER SILL PLATE AT FOUNDATION DOUBLE BY SIMPSON STRONG-TIE CONNEGTRS FRAMING ° d ACO SILL - MODEL No. CSl6 OR APPROVED EQUIVALENT. it ° PLATE STRAP TO HAVE MIN. 12" BEARING ON THE STUD CONNECTION i. 3" x 3" x)12" STL. BEARING PLATE MANUFACTURED DETAILS AND WRAP UNDER SILL PLATE AT FOUNDATION. ° °a;;° ° ° BY SIMPSON 6TRONG-71E CONNECTORS MODEL No. LBPS% ° a OR APPROVED EQUIVALENTFOUNDATION ° ° a ° ° " ° a ° ° a WALL d` ° ° °44 ° .d ° — TYPICAL /s" x 12" HOOKED ANCHOR BOLT a 44 ° ° ° �° ° ° ° Project#: 5ca1e: - a 23" O.C. °° a ° USE SIMPSON Z-MAX OR HDG CONNECTORS 1000-106-07-14 As Noted - WITH 7 MIN EMBEDMENT INTO CONCRETE ° TO INCREASE CORROSION RESISTANCE - WITHIN Fo-12" OF EACH END OF PLATE ° FOR ALL HARDWARE IN CONNECTION Au gust 09, 2021 iz sheet#F:: W/ ACQ.LUMBER g 12 Sheet: FOJND,4TION 5TF:,4PF='ING DET,41L Uf=L (FT CONNECTION DE7,41L ROOF OPENING DET,41L A - 5 U . SCALE: /a 1 D SCALE: NTS SCALE: �4"=1'-�" 3 n_ �_ n zz 71 =17717-7 777 7 �l�yG 03' 17) 171 00 U U � 23'-Im" ------------- -------------- Jn r ° o 0 _ 1:11 4 4. CD C U. R, R, 3n W C/U� C%� C.cv NOTE: m STAIR TREAD AND RISERS TO � n _ CONFORM TO 2020 NYSRC R311.1.5 - I \ C\2 C�2 I RAILING NOTE: C > 1 \\ HANDRAILS 1 GUARDS TO BE y) O CA d' O _ MINIMUM36" ABOVE NOSING OF TREADS I .._ C7 O C�2 \ � C�2 c<1 INTERMEDIATE RAILS SHAL RESTRICT I I � PASSAGE OF 4" SPHERE (AS PER 2020 � C) C:) \ \\ Cfl CC) CO C) CO I I NYSRC SECTION: R-311.1.8 Z r- - - - - - - - - - - - - - - - - - - - - - - I-� I- ❑ ❑ I - - ----- ------------ ------------ ------ Uf- �" I ❑ ❑ 9 RISERS I I o 1.22" w 10" TREAD i w O II .s I1 I t z rn r•+ ri11O 4 m II II .r-1 II II b 4` r I I CD I ffl .\�\ , ..: + 7 I I \ .. l`��; ICS Q) IF 41111) N ct5 tii O -----------------------------------a — — — �.� U r I I I I +, EXISTING L - - - - - - - - - - - - - - - - - - L —I \ Cd 4 O U v GRAGE: I \ I +, CCO A mmm o '-- : . I 0 0 0 O U EXISTING CIO a I >L MECHANICAL 4 EXIST. SIN1G 000 I ( i OleeFINISHED I I r , ® Mti4w + n v� "". ---- CELLAR ADDITION I \ I CO O 0 U -i U] U W j his as �r�. uP --___ - mmm Q , liz" C�YP BOARD � CEILING I I r� -�-� U -a- �/) ----- FOR PROTECTION OF JOISTS v� ri b - I ( o a) z �J� ----�, r(/�lit f o Q EXISTING \\\ t:0 CELLAR p O O [moi) FO-0-01 n z I I I � U +> IL-4 U W z o I I `£ I Q � Q) U I Q) a� o o I \ ® CQmoz • c I \ I Sign 4 Seal: 1] EXISTING ADRq CT i 0 ,r mmm 0. QQ 7 EXISTING ' W CLOSET I I �i O It Is a vi a p n un ess acting ��� ® -.. �' under the �p e�''ar ltect,to alter rrrtrr , an Item In any '1F n�e the seal of an architect is altere ng architect shall affix to CLOSET G OS T CLOSET a�, his Item the seal and the notation"altered by'followed — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 — — — — — — — — — — — — — — — — — J I by his signature and the date of such alteration,and a — — — — — — — EXISTING \\ \: %cdescription of the alteration. 77 UNEXCAVATED `\e \'\` :: c.. .�\ � \\..�\�\. �qty. PORTIGO 451 L - - - - - - - - - - - - - - - - - - - - - - APPPO "ED AS NOTED N DATE. 'd?d�a' B.P. O� U I ---------------------------- i FEE-'ABY: .. NOTIFY BUILDING L---------------------------- DEPARTMENTAT C 63631-765-1802 8AM TO 4PM FOR THE U) co F0I_!_0,A11 i(, INSPFCTIONS: ;I ION-TWO REQUIRE I ���;R3EC�CONCRETE D (D 2' v l"i FPA,ViING&PLUMBING 0 3 iiti�, VLA f iUN [],] NEW WALLS SCA!-E Iia" = 1 -0n U 4. FINAL-CONSTRUCTION MUST EXISTING WALLS, TO REMAIN 2 0 1 2 4 ALL CONBE STRUCTION MPLETE FOR ME < � [_______] EXISTING WALLS TO BE REMOVED ET THE U REQUIREMENTS OF THE CODES OF NEW Z Ua ,;;• ` YORK STATE. NOT RESPONSIBLE FOR ! ,4 DESIGN OR CONSTRUCTON ERRORS Q U SEN C (J CU23 z y, y NOTE: BATHROOM RECEPTACLE NOTE: NOTE: NOTE: COUNTERTOP RECEPTACLE NOTE: NOTE: Project Title: ALL DIMENSION 4 WINDOW OPENING TO BE VERFIED W/ BATHROOM RECEPTACLE OUTLET TO BE LOCATED AS PER SMOKE AND CO ALARMS TO BE HARD- WIRED AND INSULATE ALL WALLS AND CEILINGS AT GARAGE. IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT WINDOW SCHEDULE AND VERIFIED IN FIELD NYSRC E3901.6 INTERCONNECTED, AS PER 2020 NYSRC 8313 ¢ R314. AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR DWELLING UNIT AS SPECIFIED IN NYSRC E3902. 1245 RUTH ROAD g COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE W/ NYSRC E3901.4.1 THRU E31301A.5 NOTE: NOTE: NOTE: NOTE: NOTE: DUCTWORK FOR NEW CENTRAL AIR COOLING SYSTEM WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS Dravnng Title: INSULATE ALL PLUMBING SUPPLY LINES PROVIDE "SIMPSON" CONNECTIONS OR APPR'VD EQUAL ALL NEW INTERIOR 4' EXTERIOR WALLS TO BE 2x6 CONST. OCCURRING IN ATTIC TO BE INSULATED WITH R-8 DUCT WRAP. AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR EXT. OPENING 4 WINDOW HDR SCHEDULE UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN.Y" AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE GLEARSPAN NEADERSIZE GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING CELLAR PLAN SIZES AND NAILING REFER TO DATA SHEET OR SURFACE BELOW A GUARD RAIL MUST BE PROVIDED AS NOTE: UP TO 4'-0" 314"x g J4"1i PER 2020 NYSRC SECTIONS 8.602 6 R302.11 NOTE: PROVIDE R-21 INSULATION FOR NEW INFILL AT EXTERIOR PER 2020 NYSRC 8312.2 UP To V-0" 3-V x 11-Ya"LML OR EI-Y4"x' 14"Li ALL HABITABLE ROOMS TO COMPLY WITH 8303 WALLS. NOTE: UP TO W-0" tJ 1 x II-Y"L.i SEE LIGHT AND VENT CALLS FOR THE ROOMS NOTE:USE THIS TABLE IF HDR NOT NOTED NOTE: SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS Project#: Scale: AND GE IL(NGS. PER NYSRC. SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ 1000-106-07-14 As Noted NOTE: LINTEL SCHEDULE: (EXCEPT WHERE NOTED) MANUFAGT. COMPLIANCE W/ 2020 NYSRC SECTION 8308 Date: sheet„: NOTE` INTERMEDIATE RAILINGS dune 20, 2023 3 of 12 ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING CLEAR SPAN STEEL ANCsLE SIZE � ALL NEW INTERIOR AND EXTERIOR STAIRWAY SHALL RESTRICT PASSAGE OF A 4” SPHERE ' STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WALL NOTE: W/ ALL STATE RECEPTACLES IF REQUIRED UPT04'-0" 314"x 314°x MOUNTED FIXTURES W/ 3-WAY SWITCHES AT TOP AND BOTTOM TRIANGULAR OPENING FORMED BY RISER TREAD 4 GUARDS TO BE MINIMUM 36" TALL AND COMPLY WITH 2020 BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO UP TO T'-0" 4-0"x 3-V x h NOTE: BOT. RAIL OF GUARD TO RESIST PASSAGE OF NYSRC R-312.1. HANDRAILS SHALL BE 34-38" ABOVE NOSING VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO UP To s'-m"" S-m�x s14 x INTERIOR FANS AT ALL BATHS, PROVIDE 100 CFM A — 1 0 0 OF STAIRS AS PER 2020 NYSRC SECTION R-303.1, R-303.8 611 SPHERE OF TREADS AND COMPLY WITH 2020 NYSRC R-311.8.3 ROUGH-IN. UP TO 10'-0 4-0 x 314 x Ya NOTE:USE THIS TABLE IF HDR NOT NOTED EXHAUST FAN VENT W/ RIGID DUCT TO EXTERIOR 1 V) 7) O O a,'''',I,, '•' '-' Q) '' }; 5 -10 11 II'-0" b'-1011 i. co s~ a a-- ------ @ L3 V rn w a m c0 0[4 0 v) M CO ;J 23'-10" o > > " • r T, Q-I 9 'J w 3'-211 rn CO c� - U v v aRan k rn C\2 CID I \ ,n \\ OM CD N \ CQ In \\\ CD \\ CO CO 00 C-) CO o Z - CQ c 7 d in co — ----------------LTGF7Tra31-SF----------------— — —� I � EXIST. DECK NEW ROOF ABOVEZ�j _I d I EGRESS @ TW304(c 2211011 (~ •� � i 11'-0" � 11' 11 Q) � -O I4'-3j11��3'_g' 6'_911 4'_3 �+ O r t 'b v FIXED ACTIVE O � --------------- O EXISTING I 15,4TPROOM FWG 6068TW2442 + w Co H.H. 100 SHOWER +� 4; U) BEDROOM "I ' AREA: 192 S.F. ' lA �a LIGHT at. 1536 REQ'D ill TEMPER D PROVIDE 100 C M 1 � ,--I U VENT 4%: 1.6a REQ'D GSL "�J rJ : ' A--I I EXHAUST FAN VNT W/ I RIGID DUCT TO i Q U O �SD AXW41 IN ILL EXIST. NEW SLIDER 6'-S" H.H. WINDOW = = F +' O I EXTERIOR '}, O U -i�r CABANA -I<t w +' = ------ 103 ; cC3 O1/ F LL -+ IF 0 At O M ill O U _ w �Z ______ _____ _- 1 4 �/ ,ee. io WASHER:; 0 �� EXIST. STAIR UP -Iv BUILT I @ Q c� rd KITCHEN l'3 6 / \ DRYER 10'-0" D7 EXISTING z 105 t _ _ ---------------- --- CLOS T f-N f� p Zz0 ------ -- •4 O — ���':. �C\�` \.,iso•: :.\.\:�: � U .O I ' ; E `� �OVEN ��� —��-- -� w .::: ....., ---------------- --- �j � �C f� X U M/W I I I I I CLOSET DIRECT VENT lU I I BELOW II D>Q.U. I 1 Q ' DRYER TO -I� U •� BEL _WI I II �� �� LL EXTERIOR �SD �_ � x 13'-6" 11'-0" 4'-6" v EXIST Bz 0 0 Iz U —J- -------L----I�--- ----- i " L_____ ___________________________________J DN 0 •� o m= OOI S WITH NEW � � � y � O •I'' �� REPLACE XIST. F-r i � � '� N � O O O f) (L _� Gn �� ryU U U A' BEDROOM "2 100 CIO N EXIST. EXISTING �SD �' ' F/P LIVING ROOM S'-0" 00 - - 111 100 �r @ W n @ Sign t Seal: 2 DININCz�OOM--- ---r-(LL� ----- --- ----- -- ------ �r --�,-- -- Ic •',,r'. @ @ C1106 aw FAMILY OM a AD UJ O It 15 a vlolatlo OX aw per 5� ting i MQ under the dl re on.@� hcen 4q�r alter C2) TW3046 (2)7313046 i (2)TW3046 @� an item 1n any wa Y��ir t P a fan EGRESS 6'-8" H.H. 6'-8" H.H. i 6'-8" H.H. Hr � g architect 1s altered, ycecJ aoI all affix to -'N his item the seal and the ed by'followed LIGHT FRvRV-'D: 13 J8 sP b his sl nature and the date of such alteration,and a ' PENT FRv'D: 13.18 ^1(V y 9 REMOVE EXIST. TW2446 - P4546 - TW2446 cel specific description of the alteration. BAY WINDOW N "f'-0" H.N. WWI- 61_311 14'-4I 11 g'-6" 15'-6" 7'-10" 4 d • 111_�II ,� 111—�II 22 -0" W—INEW NEW II 0 d ROUND COLUMN .__.I N d) 00 v! N z o UJ{ ��:�:• NEW WALLS SCALE Ii4" = 1'-011 G?�77l7iTl7a EXISTING WALLS TO REMAIN 2 0 1 2 4 } [_______] EXISTING WALLS TO BE REMOVED BEARINGS WALL BELOW EXT. OPENING 4 WINDOW HDR SCHEDULE E77L—IJ�L� BLOCK SOLID UNDER BEARING WALL r� V � ,{ T CLEAR SPAN HEADER SIZE POST UP TO 4'-0" 3-y" x 9-V' L.V.L POST ENDS Q UP TO 6'-0" 3-)211 x II-Ya" L.VL OR 5-Y411 x9-V1 L.V.1 ENGINEERED LUMBER Q N UP TO S'-0" 54/4" x Il-Ya" L.VL DIMENSIONAL LUMBER NOTE: USE THIS TABLE IF HDR NOT NOTED v` ENGINEERED JOIST ------ STEEL BEAM E NOTE: BATHROOM RECEPTACLE NOTE: NOTE: COUNTERTOECEPTACLE NOTE: NOTE: Project NOTE: P Rf ALL DIMENSION 4 WINDOW OPENING TO BE VERFIED W/ BATHROOM RECEPTABLE OUTLET TO BE LOCATED AS PER SMOKE AND Co ALARMS TO BE HARD- WIRED AND INSULATE ALL WALLS AND CEILINGS AT GARAGE. IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT 245 RUTH ROAD i r WINDOW SCHEDULE AND VERIFIED IN FIELD NYSRC E3901.6 INTERCONNECTED, AS PER 2020 NYSRC R313 k R314. AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR DWELLING UNIT AS SPECIFIED IN NYSRC E3902. COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE W/ NYSRC E3901.4.1 THRU E3901,4.5 NOTE: NOTE: NOTE: NOTE: NOTE: Drawing Title: DUCTWORK FOR NEW CENTRAL AIR COOLING SYSTEM WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS INSULATE ALL PLUMBING SUPPLY LINES 11 11 1 ALL NEW INTERIOR 4 EXTERIOR WALLS TO BE 2x6 CONST. OCCURRING IN ATTIC TO BE INSULATED WITH R-S DUCT WRAP. PROVIDE SIMPSON CONNECTIONS OR APPRVD EQUAL LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR EXT. OPENING 4 WINDOW HDR SCHEDULE UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN.Y" FIRST FLOOR AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE SIZES AND NAILING REFER TO DATA SHEET CLEAR SPAN HEADER SIZE GYPSUM WALL BOARD AND INSTALL LATERAL BLOCKING NOTE: OR SURFACE BELOW, A GUARD RAIL MUST BE PROVIDED AS UP TO 4'-m" 3 X11 x g SII LVL PER 2020 NYSRC SECTIONS 8602 8302.11 PLAN NOTE: PROVIDE R-21 INSULATION FDR NEW INFILL AT EXTERIOR PER 2020 NYSRC R312,2 UP to b'-0" 3-)2"x Ii-Y8'L.VL OR 5-Y4"x 9 X"LVL UP TO W-0" 5-Y4"x it-Ye"L.VL ° ALL HABITABLE ROOMS TO COMPLY WITH R303 WALLS. NOTE: '`''`' � • SEE LIGHT AND PENT CALCS FOR THE ROOMS NOTE:USE THIS TABLE IF HDR NOT NOTED NOTE: SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS Project Y: Scale: SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ d= 1000-106-07-14 As Noted AND CEILINGS. PER NYSRC.NOTE: MANUFACT. COMPLIANCE W/ 2020 NYSRC SECTION R308 Date: sheen: } ;1 NOTE LINTEL SCHEDULE: (EXCEPT WHERE NOTED) June 20, 2023 4 of 12 INTERMEDIATE RAILINGS ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING CLEAR SPAN STEEL ANCzLE SIZE ALL NEW INTERIOR AND EXTERIOR STAIRWAY SHALL RESTRICT PASSAGE OFA 4" SPHERE O " " 5 " Sheet: NOTE: TO 4'-011 STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WALL E W/ ALL STATE RECEPTACLES IF REQUIRED uP 3� x3-)2 x h TRIANGULAR OPENING FORMED BY RISER TREAD " UP TO'11-0" 4-011 x 3-V x 5i(e GUARDS TO BE MINIMUM 36 CALL AND COMPLY WITH 2020 BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO NOTE: n LIP TO W-mil 5-0"x 3-y2"x A — 0 1 I,. MOUNTED FIXTURES W/ 3-WAY SWITCHES AT TOP AND BOTTOM BOT. RAIL OF GUARD TO RESIST PASSAGE OF NYSRC R-312.1. HANDRAILS SHALL BE 34-38 ABOVE NOSING VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO INTERIOR FANS AT ALL BATHS PROVIDE Imo GFM OF STAIRS AS PER 2020 NYSRC SECTION R-3(43.1, R-303.8 6" SPHERE OF TREADS AND COMPLY WITH 2020 NYSRC R-311.8.3 ROUGH-IN, NOTE USEmTHIS TAB E IF HDR NOIT NOTED EXHAUST FAN VENT W/ RIGID DUCT TO EXTERIOR r� U) 0 0 U U � U) M N a a `o c U co O � va, o O o N 0 En cd � > N -c-' tap N 0 co co o 1 4:12 4:12 ROOF ROOF i C\2 CO CQ C\2 O d' �- d\O CO O C\2 \ CMZ p \\\ CD \\ Q0 0Z) CC) CO c0 LIGHT FWD: 1031 SF LIGHT 'D: 1031 SF LIGHT FWD: 10.31 6F VENT F'RV'D: 689 SF VENT FRV : 6.89 SF VENT F'RV'D: 6.89 SF I I z ,-I C\2 C+7 p d + EGRESS EGRESS EGRESS SHOUTER I B.O. G.T. im'_6'I TW3046 TW3046 TW3046 I ABOVE DECK f t'' 7'-0" N.N. l 1'-011 Li I. I'-0" H.N. IIPERED GLAss PROVIDE 100 GFM EXHAUST FIAN VENT I f) j•tA+(` NEW W/ RIGID DUCT TO 1 BATHROOM EXTERIOR I 31'-2" I 1 :: I,I Y O II -04 11 -04 LIGHT F'Rv'D:20.62 SF O ,..� ••e. ''' ' I I VENT FRV'D: 13.1a r O k ,'i•; ,• Z" - ROOF ROOF .•: Al, — r' 4:12 4:12 I b I� �I O ;'t' ,• .3; � •EGRESS * l2)3046 -I-> sa BEDROOM 3 •>I I I I 7'-O" H.H. 200 � 0 EPDM � B.O. G.T. ROOF \ 4'-10" ib'-0" U U� AREA: 1b9 SF. CRICKET ABOVE DECK —I(V r-� .� � LIGHT a%: 15.12 REQD 1 III 1 i I 11 5 -91 II '� r--� y-r ,, .1• VENT 4%: 1.56 READ 3 -12 I1 -�41 101, 41 i PROVIDE 10; CFM CLOSET 4+ N %y•I,, ® SD G OS -`r I ERTEN ,T�4H1� �XNA�IST FUGt TO +j ten- O +cd T - �� CHIMNEY TEMP.GL. EXTER OR -I-� 0' � � , l2)2x H 9'-0 CEILING O O I 4 ee ee\ - EXI T. EGRESS , 0 0 SH 0 BEDROOM c� , TW3046 � ;\ 203 � O � t� EXIST. H.H. \\ . O LGHTAREA•8%: 14.24 REQV ' +� O O O ` VENT 4%: 1.12 REQ'D O O U tuQ�� EXIST. > r `_' +, QZu 0 EXISTING BATHROOM O BATHROOM A O n5 >� 200 X ,n CLOSET N 204 O �, +� w� ul 0 � + - O r _ p EXIST. ~`� I~ U O U • a EXIST. STAIR '° " � O , �0 EXIST. IL NEN DOWN 014 -� :: _ I I: QC +� N ' STEPS NEW \ CLOSET 4-I CO �C m UP O p U CLOSET EXIST RECREATIONAL U ' 1 � ATTIC L(J •I-1 � � O ,.� EXIST- ~ 201 - �� U O XO -��- ----------------�SD ------------------- --------------------- ---------- ---------^-------- -------- N U I N r N + (� � C\20 az D10 DIU p z STORAGEWE// LL EXIST. /// BEDROOM wl \\\ 5:gn4Se2l: BEDROOM 04 HIMNE BEDROOM 05 / 202 \ 200 FLUE 200 •� // AREA: 246 SF. \\ / LIGHT B%: 19.68 REQ'D AREA: 143 S.F. AREA: 101 SF. " ` VENT 4%: 9.84 REQ'D ItJ�-�❑ LIGHT 8%: 11.44 REQ'D LIGHT 8%: 556 REM) VENT 4%: 5.12 REQ'D VENT 4%: 428 REQ'D ® ARCy�T� CLOSET / i \\ / \ 02 W , / \ / \ It 1s viol n rty r n, nless acting TW3046 TW3046 an Item a e seal of an . 61_8" H.H. 61_811 NH � // \\ under e�tr ton ofoT(I1 e arc ect,to alter / \ architect is r F e�a�Pe tett shall affix to EGRESS EGRESS _ _ _ _ _ _ _ _ _ _ _ _ _ hsltemthese n"alteredb followed LIGHT FRV'D: 10315r LIGHT FWD: 1031 SF / VENT FWD: 6.89 EF VENT FWD! 6.89 SF / TW3046 \\ by h15 signature and the date of such alteration,and a 5'-II" H.N, speclflc description of the alteration. i sem. •ate PORTICO PORTICO VENT FRVD: 6.89 SF LIGHT FWD: 10315F ROOF BELOW ROOF BELOW n I. ,tF' 1• •r 1 1 Fey i.• CD t, I or O SCALE NEW WALLS I/4" - 1'-0'i J EXISTING' WALLS TO REMAIN 2 0 1 2 4 Q d S�',.i• ` [--____-] EXISTING UJALLS TO BE REMOVED fJ' ,.I kr,l BEARING WALL BELOW Z EXT. OPENING 8 WINDOW HDR SCHEDULE BLOCK SOLID UNDER BEARING WALL �J CLEAR SPAN HEADER SIZE POST UP TO 4'-0" 3-Y" x 9-Y" L.v.L POST ENDS LL, UP TO W-0" 3-Y" x 11-Ya" LvL OR 5-Y4" x 9-Y" L.V.L : 'a '.•'',, ENGINEERED LUMBER D N " UP TO W-0" 5-Y4" x II-YS" L.V"L ✓f Q DIMENSIONAL LUMBER u tel, NOTE: USE THIS TABLE IF HDR NOT NOTED ENGINEERED JOIST ------ STEEL BEAM E r; Project Title: NOTE: BATHROOM RECEPTACLE NOTE: NOTE: NOTE: COUNTERTOP RECEPTACLE NOTE: NOTE: ALL DIMENSION 8 WINDOW OPENING TO BE VERFIED W/ BATHROOM RECEPTABLE OUTLET TO BE LOCATED AS PER SMOKE AND CO ALARMS TO BE HARD- WIRED AND INSULATE ALL WALLS AND CEILINGS AT GARAGE. IN KITCHEN PANTRIES, BREAKFAST ROOMS, DINING ROOMS GFCI RECEPTACLES SHALL BE PROVIDED THROUGHOUT ' WINDOW SCHEDULE AND VERIFIED INFIELD NYSRC E3901.6 INTERCONNECTED, AS PER 2020 NYSRC 8313 88314. AND SIMILAR AREAS, RECEPTACLE OUTLETS FOR DWELLING UNIT AS SPECIFIED IN NYSRC E3902. 1245 RUTH ROAD COUNTERTOP SPACES SHALL BE INSTALLED IN ACCORDANCE W/ NYSRC E3901.4.1 THRU E3901AB NOTE: NOTE: NOTE: NOTE: DUCTWORK FOR NEW CENTRAL AIR COOLING SYSTEM NOTE: WHERE THE WINDOW SILL OF AN OPERABLE WINDOW IS Drawn3Title: INSULATE ALL PLUMBING SUPPLY LINES PROVIDE "SIMPSON" CONNECTIONS OR APPR'YD EQUAL ALL NEW INTERIOR 8 EXTERIOR WALLS TO BE 2x6 CONST. OCCURRING IN ATTIC TO BE INSULATED WITH R-S DUCT WRAP. AT ALL FRAMING CONNECTIONS. FOR DETAILS, SPEC LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR EXT. OPENING 8 WINDOW HDR SCHEDULE UNLESS NOTED OTHERWISE. PROVIDE FINISH LAYER OF MIN.Y11 SECOND FLOOR '.� AND GREATER THAN 12 INCHES ABOVE THE FINISHED GRADE CLEAR SPAN HEADER SIZE GYPSUM WALL BDARD AND INSTALL LATERAL BLOCKING SIZES AND NAILING REFER TO DATA SHEET OR SURFACE BELOW A GUARD RAIL MUST BE PROVIDED ASUP TO PER 2020 NYSRC SECTIONS 8602 8302.11 PLAN NOTE: PER 2020 NYSRC 8312.2 UP TO 6'0' 3 4"X 9,14" L vL OR 5-Y4"x 549 LvL NOTE: PROVIDE R-21 INSULATION FOR NEW INFILL AT EXTERIOR UP To 81-m^ 5-Y4"x 11-Ye"LYL { ALL HABITABLE ROOMS TO COMPLY WITH 8303 WALLS. NOTE: NOTE:USE THIS?ABLE IF HDR NOT NOTED SEE LIGHT AND VENT CALCS FOR THE ROOMS SOUND INSULATE ALL BATHROOM AND POWDER ROOM WALLS PROVIDE ELECTRICAL OUTLETS THROUGH-OUT RESIDENCE AS NOTE: Probed#: Scale: AND CEILINGS. PER NYSRC. SHOWER DOOR TO BE TEMPERED GLASS, VERIFY W/ 1000-106-07-14 As Noted NOTE: LINTEL SCHEDULE: (EXCEPT WHERE NOTED) MANUFAGT. COMPLIANCE W/ 2020 NYSRC SECTION 8308 Date: Sheet#: NOTE: INTERMEDIATEAI INGS June 20 2023 5 0 ALL NEW INTERIOR AND EXTERIOR STAIRWAY RAILINGS ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COMPLYING CLEAR SPAN STEEL ANGLE SIZE f 12 SHALL RESTRICT PASSAGE OF A 411 SPHERE 8 NOTE: W/ ALL STATE RECEPTACLES IF REQUIRED UP TO 4'-0" 3-V x 3 y"x�" 5heet: STAIRWAY ILLUMINATION TO HAVE CEILING AND/OR WALL TRIANGULAR OPENING FORMED BY RISER TREAD 8 GUARDS TO BE MINIMUM 3611 TALL AND COMPLY WITH 2020 BY STATE AND LOCAL CODES, ELECTRICAL CONTRACTOR TO toT'-m" 4-0"x 3V x 51 NOTE: MOUNTED FIXTURES W/ 3-WAY SWITCHES AT TOP AND BOTTOM BOT. RAIL OF GUARD TO RESIST PASSAGE OF NYSRC R-312.1. HANDRAILS SHALL BE 34-35" ABOVE NOSING VERIFY LOCATIONS IN FIELD W/ ARCHITECT PRIOR TO UP TO V-'C" 5-0 x 3 V x% INTERIOR FANS AT ALL BATHS, PROVIDE 100 CFM A - 102 OF STAIRS AS PER 2020 NYSRC SECTION R-303.1, R-303.8 6" SPHERE OF TREADS AND COMPLY WITH 2020 NYSRC R-311.8.3 ROUGH-IN. uP To 101-0. 4-m x 3-Y x Ya NOTE:USE THIS TABLE IF HDR NOT NOTED EXHAUST FAN VENT W/ RIGID DUCT TO EXTERIOR