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Home My WebLink About52359-Z 4M�pgp�TyG TOWN OF SOUTHOLD BUILDING DEPARTMENT sk ' SOUTHOLD, NY i BUILDING PERMIT .(THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52359 Date: 10/15/2025 Permission is hereby granted to: Harry loannou 102 Boulder Rd Manhasset, NY 11030 To: Demolish an existing single-family dwelling and deck(by Southold Town definition) and construct a new single-family dwelling with HVAC system and pergola addition as applied for per SCHD approval. Premises Located at: 635 Stanley Rd, Mattituck, NY 11952 SCTM# 106.-8-14 Pursuant to application dated 09/11/2025 and approved by the Building Inspector. To expire on 10/15/2027. Contractors: Required Inspections: Fees: DEMOLITION $230.00 Single Family Dwelling-NEW $3,119.00 CO Single Family Dwelling-New $100.00 Total $3,449.00 Building Inspector FIELD INSPECTION REPORT DATE COMMENTS -o rn FOUNDATION (1ST) --------- ---- ----- --- -- ----- — -------------------------------------- FOUNDATION (2N D) ---- --------- -------- ---- ---- -- r 7_ O ROUGH FRAMING& — -- -- ------ — .--- -- r PLUMBING --- ---------- — — — ----- a 4716 - --- ------------------ -- ------------------------- Q 1 r INSULATION PER N.Y. — — - - - STATE ENERGY CODE --- - ----.-- --- -- ------- FINAL ADDITIONAL COMMENTS — ----- -- — - ------ - - --- ---.�.__.- O rn ra O ----------- a --...— — -- --- ----- -- — -- — — rn b =�opt, TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowM.gov ;r Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E E LJ DO PERMIT NO. ;) Building Inspector: SEP 1 1 2025 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Bui1!d-Inn Depsr ll-lent Owner's Authorization form(Page 2)shall be completed. lr F� OF Flolithoid Date: C OWNER(S)OF PROPERTY: Name: SCTM#1000- ProjectAddress: S_.. S � �-(; _._ ._-- ��: -.- -- 177/__ t4L -- Phone#: _.. l_� -Cn..�� .. Email: � �A 11 NO �Z.e 6-1r\ � L. (a Mailing Add ress: Iu..� �� r, _...1'►' rV_ 67_ . _I1 Y _ J 1-0__ -0 ... CONTACT PERSON: Name: VJW - a Mailing Address: Phone#: .I - J�� - 4 Email: I'q�k/� � 2' �-t�11 ( .J`!,. _e DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION- Name: - DC Mailing Address: Phone#: 7Email: DESCRIPTION OF PROPOSED CONSTRUCTION ew Structure Addition. Iteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? Eyes ONO 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,, housing code and regulations and to admit authorized inspectors on premises and in building(i)for necessary.inspections.False statements made herein are punishable as a Class A misdemeanor.pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pri name): ` ❑Authorized Agent ❑Owner Signature of Applicant: Date: ..._-_.W_CONNIE-Di BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 Qualified in Suffolk County SS: Commission Expires April 14,2M COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (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 /A 1 day of�p-km 6LA— , 20 � 4A Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date l AZ4,V / OAYViW'd Print Owner's Name 2 I STANLEY ROAD 4 0 p 50'Min. r. III- Existing Pavement P' N t LEGEND E Pmpoaed Leaching P°°I i L_.. 87*11'00" _ i 0 C.B. Ce:ch 6osir 6 Min. Stabilized ConsVueron Entmnc 105.00' 13'a10'D. e S =• � ® v Cos calve Ears g round Fitter Cloth-/ PROFILE (option.; t. q q. r Awa ° Washout 1] EH. p 'Gn G J N°unmDle& t xr Sonrlvry System To Beflem�aven0 Concrete Plus Dome Olio I) n a e u Depth L - M.H.C. arhole cover 3 Proposed Trench Drain _ I{yd -ydren: 50'Nin. i �5.25 • I Az.z S.I.D. Surface el dran (silting Ground 10,M'n. .. U.P. UI I'ly Inc a / (' A N.M. \Veer Meter •/\ e1' ova _-- �� '\ CA C W.V. Weer valve I 12'Yin. Existing F s:-_ �I < �545.00r z'uin. I ❑ A/C Air Concit"orer Pavement -aP- DVerheotl Wiles Fainting Brisk Walk. e R Porch • '_ yr; -. To Be Removed :q7 Q PLAN VIEW 14 _ TEST BORING % +1 10'Min. Proposed Front Sloop °�� -- \ •\ C / O _ - u Omits of Disturbance -' Y.D. _5Dx apaMion r S91 Fence /O O CONSTRUCTION SPECIFICATIONS gI 5tl' Proposed Atem°te Treatment y 1. STONE S1ZE-USE 2'STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. Ds g - Sooitary System 15r' Proposed Basement D",II / 2. LENGTH-NOT LESS THAN 50 FEE.(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A rYI I - - 30 FOOT MINIMUM LENGTH WOULD APPLT'). Toa Lot `11.4v n 13. .6 E 4'a6'Dio. ATLAS LOCATION Proposed 4' Dame 1. THICKNESS-NOT LESS THAN SIX(6)INCHES. #13 Ln 4'Eff.Depth / I 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS 1 Publiictl � u Proposed Dwelling -,'`, WHERE INGRESS OR EGRESS OCCURS.T1hT1fY-TOUR(24)FOOT IF SINGLE. Water I Renovation N 5. FILTER CLOTH-WILL BE FUELED OVER THE ENTIRE AREA PRIOR TO PLACING. I I Fin.F/r.=5B.7 (O 1 I Proposed sloop y -^-7 Imposed Basem,m Sta'u.ell S. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION J r t•"'^s ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE IF PIPING IS IMPRACTICAL,A I y I r-. / MOUNTABLE BERN WITH 5:1 SLOPES WILL BE PERMITTED. - --- 7. MAINTENANCE-THE ENTRANCE SMAl BE NAINTAINEO IN A CONDITION Dwelling Addition ON WHICH WILL Proposed Eais6ng Wood Deck Solid Dame PREVENT TRACXING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. Pool PaBo F To Be Removed m �\ Flnal grotle Call Iron Cover-II Proc°st Concrete 8. WHEN WASHING IS REQUIRED,R SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. Proposed Pergola / \� 12'Nin. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SMALL BE PROVIDED AFTER EACH RAIN. I I !0° Tva LoI x Under Paved Area 24'Me,. DRAINAGE CALCULATIONS SYSTEM A: 20.6' Improved slope Dwelling Area-2.994.5 a,l. STABILIZED CONSTRUCTION ACCESS Shed;x i 8 �>is Prrbli° 1/8'Per FL I Runoff-2,994.5 IS.a 2'/12-499.1 cu.f. I erF- 2- 1- 499.1 eu.f./605 cu.L per ft.of ring (NOT TO SCALE) 3.WE,I I �/ a� Propoaea A/c Wall' will. -7.3 IL rep d. LJ.1 E a Eaistinq Driveway Area-1.092.9 e.1. I n j ' Proposed Water Service Run°If- 1.092.9 J.a 2'/12-162.2 cu.f. - x ✓. 1B2.2 cu.l./68s all. per ft.of ring silt Fence/ O � f =2.7 IL req d. Finer Fabda O .Pa - Pool @Pool Patio Arc°-2.477.8 s.f. d.E.Y<rl Is row Open Precast Conercte Grate Drainage Rings RunoR 2,47].8 sJ.a 2'/12-413.0 cu,f. .� x ._ Proposed 3'Min. 21'Max. 413.1 cu.l./68.5 cu.1.per ft.of ring 10'Min. Poo Popl Polio call°. -60(L_rag d. N `X O Cobano Area 340.5 s.f. I6'Min. O 01 h - _____ __- T Runoff=340.5 s.f.a 2'/12=56.B eu.f. -'- -"- - - Min. p I r 29.0 v L 56.6 au.f./68.5 Au.f.per(L of ring Z II ry� FOpOSe 0.8 It.read. yV i LP -\C In e 4 m Tributary Area-7,045.0 s I. 4hj 36'Nin.Fence Pon[Driven Propoaea Cobano yx Grate m N m Runafl-7,045.0 s.l.a 2'/12 a O.J 752.3 cu.l. Min.16'Into Ground Sanitary System y / �v cq c I n l52.3 eu.f./68.5 cu.l.per ft.of ring Pro tl Pool E t J��z_ SI -5.t ft.sea a. PERSPECTNE VIEW vase Equipment x 'eo i•Y.D. t O� V) Total Capacity P<9uircd-21.9 fL of 10 ft.Diom.rings ca c _ _ _ -E"� r- - F (2)Proposed Drywalls'A' Total Capacity Provided-22 f4 of 10 R.Dial.rings Sill Fence xPit PIus1 D°me /4�� 36"Min.Fence Post I . 1}I Filler Fabric o w e r� r 11'Eff.Depth t I I FLOdisturbed Ground 4*" r.5 s Crountl Clean Med.Coarse Send h Embed Filter Cloth 6 Min. Water Grovel Bac ll Under Mtl Araund� 6'Min. Alin.Of 6'In Ground N 88'47'00" Pool(0.3 min.to 1i Size) RdleoGon Into rr Taa Lot 105.04a Raleame Soil SECTION VIEW /20.5 Underlying sand A:Gravel strata CONSTRUCTION SPECIFICATIONS_ Improves Public 1. SILT FENCE/FILTER FABRIC TO BE FASTENED SECURELY TO FENCE POSTS Water S. DRYWELL DETAIL WITH WIRE TIES OR S TAP2. WHEN TWO TIES OF FILTER OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPEDBY 6'AND FOLDED. (NOT TO SCALE) !. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED TEST BORING -January 22, 2025 4. POTS B ES I TS TO BE STEEL TYPE TSLT IOR LNCOR HARDWOOD. Performed By Slocke Test Boring, Inc, S. FILTER CLOTH TO BE FILTER X.MIRAFI 10UX,STABAUNKA M40N OR ZONING REQUIRED EXISTING PROPOSED Mevvy Duty 12"Wide De th APPROVED EQUAL Cast bon Grote 6. PREFABRICATED UNIT TO BE GEDFAB,ENVROFENCE,OR APPROVED I-fY Nin. CIOSSiRCatiQn Of Soil EQUAL Lot Are° 40.000 SF 20,330.6 SF 20,330.6 SF SITE PLAN_GENERAL NOTES: pavers From To 1. ELEVATIONS BASED ON NAVD'88. --- Paving Grovel/Song GroundILT FENCE DETAIL Lot Width ISO, 105.0' 105.0' 2. THE CONTRACTOR IS TO VERIFY THE EXISTING ELEVATIONS AND LOCATIONS OF 2.C' J'of Sno.into Dark Brow '.oven Va•y sine silly Sam°Si-s ALL MUTIES PRIOR TO THE START OF CONSTRUCTION. Road Base Surloce Sands it,Some Organ',cs of Top o/Spoon Hilo'rote ine (ACT TO SCALE Lot Depth 1]5' 192.2' 1922' 3. LAWN AREAS SHALL HAVE A 2Z MINIMUM GRADE see Pavement fo sh, Gravel.(SM) 4. ALL DRNEVfAY AND COURTYARD AREAS SHALL HAVE A 1%MINIMUM GRADE, Detail Connate S. RUNOFF FROM THE SIZE IS TO BE CONTAINED ON THE PROPERTY AND SHALL in. Concrete Stlenglh 01 30M PSI LOT COVERAGE CALCULATION: Front Yard 5E' S0,8' 50.2' NOT RUN ONTO ADJACENT PROPERTIES OR THE ADJOINING ROADWAYS. \\\ \\ Bedding Layer .2.C' 4.0' 3ro.^Vpis:Ve.y Fine Very Silly some Sill Bonds with No \ Grovel.(SM) Total Lot Area-20,330.6 a.f.-0.47 ac. S. ANY DAMAGE TO THE ADJOINING ROADWAYS RESULTING FROM WORK TAKING Side Yartl 15' 24,8' 15.1' PLACE DN THE PROPERTY SHALL BE REPAIRED IN ACCORDANCE WITH THE 4'Mir.. 4.0' 6.0' grow^and Pole Gray NDist Very Fine one Very silty Some proposed Area: VILLAGE REQUIREMENTS.ALL EDGES OF EXISTING PAVEMENT SHALL BE SAW Soil Size Sands with No Grcvei i^.to M°iet Very fine and Very Silly Dwelling Arco=2.994.5 A. CUT.ESTABLISHING A NEAT.TRUE EDGE Some Size Sanas i.e.M wr.^Leo-Silly Oays wiln No Gravel, Swimming Pool Are°-a7A.5 e.l. Both Side Yards 35, 49.7' ]5.7' 7. ALL DISTURBED AREAS TO BE SEEDED OR PLANTED WITH NATWE VEGETATION (SM/SC) 10 Mil Plastic Lining Pergola Are°=65.5 s,f. FOR SOIL EROSION CONTROL MEASURES. / 4' in. B. SOIL EROSION CONTROL MEASURES TO REMAIN IN PLACE AND BE MAINTAINED Basement Stoi 37.luea-69.6 s.l. Rear Yob 50' 115.7' 83.6' 6.0' 8.0' 'ale Gray and Po:c tho..Moist very Crc and VIly Silly Wood Frame Securely Sloop Are°-l7,4 f. THROUGHOUT DURATION OF PROJECT AND UNTIL VEGETATION Is ADEQUATELY Some size Sanas with:r 5 Leon Silly Clays It lop of Foeler W Around Entire Cabana Area=340.5 s.l. ALI.EICS ON TRENCH DRAIN DETAIL SDDOn wit,T.oce Fine STc'1 Grcvei.CS.) Pe meter With Two Stakes Dl Coverage 20T Naa. 9.963 9.57X 9, ALL FOR AS EQ REDINEN CONTROL MEASURES, E HER SHOWN ON THIS (NOT-0 SCALE) 6,0' 1C.C' °ale Brown Mostly Floe Silty Same Size Sanas with Some ern Taal Coverage 4,186.E 6y.Fl. CONPLA OR TI REQUIRED BY THE VILLAGE DURING THE COURSE OF SECTION A-A Building Heigh J5' 16.2' 25.fi1' CONSTRUCTION,ER IO BE INSTALLED W AND MAINTAINED IN ACCORDANCE WITH Clcae Same Sizc Sands Through..l with Some r-nc to Total Coverage- 3,979.0 SR.F[. - 19.57S THE CURRENT VERSION OF THE NEW YOLK STATE STANDARDS AND Medium Grovel.(SM) Two-Slacked 20.330.6 Sg.FI. Number of stories 2 Stories 1 St° 1.5 stories SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL f--10'Yin.� ry' 10.TOTAL AREA WITHIN THE LIMITS OF DISTURBANCE IS 17.800 SOFT. 10.0' I2.0' °o1e Rrnwn and light Brown r•nn S:-Iy Same Size Sacs Wood Roug, 1f.EXISTING SURVEY DATA TAKEN FROM SURVEY PREP BY NOR CIVIL 4iaea with Fine Clean Same Sze Sands with Woad Frame ZONED:Residence District R-40 UST DATED DECEMBER 20.2024. PVC Frame race Smai Grave i:o fine Same Size Sands witn'rote rine iv Stake Shh.,Grove.(SM/Sa) (Typ,) Grade Or Paving Grade Or Pavinq '20' 1I.C' _ oughl W...rive S.-Sell Snnds wiln T.nce Sias A PROJECT INFORMATION PROJECT A LEGEND: nrgro.f wk-some Fine to Medium Grovel.(SP) ,D•Ni", EXISTING CONTOUR LINE Peen 17.0' 22.0'Sala Brown Fine S'Itit Some Size Sands III G with Finc Clean Tar PVC again same sae sanaa wdn same=ine m smml cravat.(sM7 10 Mil Plastic Lining PROPOSED CONTOUR LINE 150 DATE 2/7/2025 Depth As Needed 6• -m EXISTING SPOT ELEVATION: +'E` DRAWN BY: DK � 22.0' 2].0' °vie Brawn a S°Ity game Size Sande Mlaea wit,Fine Clean SITE PLAN same sae Sanas with Same r-ine to Small G•ave1.ISM) PROPOSED SPOT ELEVATION: 98.82 CHECKED BY: MJR Min.1/8"Per LF 27,0- 32.0' _Ighf Brown Fine Same Sye sanaa with Some Sins of Tap or LIMITS OF DISTURBANCE - - - SCALE: 1"=20• OF PROPERTY Of Pitch SPapn wuh Imce II-to Smaa Gravel.(SP) PUN SILT FENCE AREA: 0.47 ACRES 32.0' 3'.0' _ighf 3rawn Fine same Sac Sanas wilh Trace Sills a:Top of CONCRETE WASHOUT DETAIL TREES TO BE PROTECTED SHOWN AS: 0 20.330.6 SO.FT. SITUATED: MATTITUCK, NY YARD DRAIN DETAIL Saoan w,m Trace I-to Small Grcvei(SP) (Not 10 SCAL) DATUM: NAVD•BB SCTM: DIST. 1000 SEC. 106 BLK. 8 LOT 14 (NOT-o SCALE) TREES TO BE REMOVED SHOWN AS: Ella.1 paring:D.C' NUMBER OF TREES TO BE REMOVED: 0 SEAL J Northcoast NO GROUNDWATER ENCOUNTERED � GRAPHIC SCALE v,�r C 20 0 204G 80 120 I`II ivi _ .. (:N FEET) 39 WEST MAIN STREET OYSTER BAY,NY 11771 SCALE: t" - 20' COMPLY WITH ALL CODES OF APPROVED AS NOTED NEW YORK STATE&TOWN CODES DATE: ' 5-a5 B.P a 592) ,59 AS REQUIRED AND CONDITIONS O qq SOUTHOLD TOWN ZBA FE!3 BY:y�, SOUTHOLD TOWN PLANNING BOaI D NOTIFY BUILDING DEPARTMENT AT SOUTHOLD TOWN TRUSTEES 631-765-1802 8AM TO 4PM FOR THE N.Y.S.DEC FOLLOWING INSPECTIONS: SOUTHOLD HPC FOUNDATION_TWO REQUIRED 5;053o SCHD 3-J2_25 FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ELECTRICAL TRUSS ptACARDING REQUIRED ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS Fire separation Must provide Manuals Blower door required as per D,I and S as per and ductwork NYS Code NYS Energy Code testing required. PLUMBING t30 NOT PROCEED" ALL PLUMBING WASTE FRAMING UNTIL SURVEY Mechanical Ventilation &WATER LINES NEED OF FOUNDATION LOCATION system shall be required TESTING BEFORE COVERINQ NAS SEEN APPROVED. per NYS Energy Code PLUMBER CERTIFICATION Provide windborne debris ON LEAD CONTENT BEFORE protection for new exterior I CERTIFICATE OF OCCUPANCY glaaing on buildings as per SOLDER USED IN WATER NYS Code. SUPPLY SYSTEM CANNOT New York State Law EXCEED 2110 OF 1%LEAD. You Must Call 811 Before You Dig RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE 1. PRECEDING SEFMC TANK NOT REQUIRED TEST BORING -- January 22, 2025 2. AT-Gli3E ACCESS PORT COVENS CAN WITHSTAND BODY WEIGHT 3. IF ACCESS PORT CANER !'3EIGHS LESS Tk'N 60 POUNDS A SECONDARY Performed By Slacker Teat Boring, inc. SAFETY LID WILL BE INSTAL t ED LL 4. EXCESSIVE LOADS REQUIRE H-20 ENGINEERING �TT"o � D � 5. VAYJMUM REM HEIGHT: 24 INCHES Claasific ation Of Soil 54.r 6. POE��ER SUPPLY REEQUIRM. 12OV, 6OHz Fri 5.39 7. STANI]ARD AIR LINE DISTANCE:: UP TO 100 FT. AND 5 9(r TURNS ----- 53a s35 tj t } r IT Ground 2.0' 2" of Snow into Dark Brown Frozen Very fine Silty Same Size 533 S. SOIL BEARING POWER: EQUAL OR MORE THAN 1200 LBS/FT i � I I (9ZI Surface Sands with Some Organics at To of Spoon with Trace Fine i 1 � 00 p 'd Leaching Pool 9. ae.CKFIL.L VTITH SUITABLE FLOVIABL.E MATERIAL SUCH AS SWD tnl �e.- ` 1 ! � -�-� Outlet to Small Gravel. (5M) Appp p � � 13,xt0' pf>;am. 10. IF A WATER SOFTENER IS PRESM IN THE HOUSE A SEPARATE BACKWASH ! ! I I 54.n Sanitary Sy Lotion Of emovJ. DRYY;t L SHOUl.LD BE INSTALLlwD �-�' I ! I l�tea3 ff. De 11. USE Up'I.II:T RESTRAINT IN HIGH GROUDt'�ATER STfES ! ! I I 2.0' A•.0' Brawn Moist leery Fine Very Silty Same Size Sands with No - ,Existing Edge or Read s33 Sanitary SyL:53.7��m To 9ra Removed 13' Estf. Depth Gravel. ISM) "' 5.3'3 r 12. INSTALLER RESPONSIBILITIES INCLUDE, �.-_-•...•....•,.�LL...._._........_•.....I � �el,[Yk' s�n9 �� °°d r C+ • EXCAVATIDA! AND RELATED WORK 4.0' 6.0' Brown and Pale Gray Moist Very Fine and Very Silty Same Apron u € � UNE PIP At�7 CONNECTION Size Sands with No Gravel into Moist Very Fine and Very Silty • • }V-UP. iNFLO'"�. ETTU.UtlT ARID AIR E Same Size Sands Mixed with Lean Silty Clays with Na Gravel. ss.r 0 • ELECTRICAL ICON:dECTID;IS TO PANEL AND BLOWER n9 Coeting SM SC 18" N . e (AS NEEDED) M VENT AND CONNECTION WORK To Gracie � flax. � � ( / } Exlstin�g water seMae � wi 5s3 54.9 e FRESH VATEIR TO REQUIRED LEVEL IN TANK , . 6.0 8.0 Pale Gray and Pale Brown Moist Very Fine and Very Silty P, 1 ?». 2 Irlaac. Same Size Sands with Trace Lean Silty Clays at Top of ress.� 5= Expamlon 55.5 �---"� Cllimn 6C55.6 45.00 Spoon with Trace fine to Small Gravel. (5M) ,r 3 •_ tit. 2s" Lob. 6 E�+lln. y Y m� Existing m i i r f♦� ExPstir,g Electric Service B.0 10.0 Pale Brown Most( Fine Silty Same Size Sands with Some Fine " Clean Same Size Sands Throughout with Some Fine to y A `� ` v f D1str%uUon Box INDOORS vLn(aoP ,-...,� . 12 Medium Gravel. (SM) Inlet I _ooe ; Q HOUSE I'OP1Ef2 Hutt CONTROL PANE! IN Outlet • Proposed PIIC Yant Pipe Throf�r to r55 e ' -rf FuPCterm 10.0 12.0 Pate Brown aind Light Brown Fine Silty Same Size Sands 7� GPQ PANEL GROUND Hausa! Roof 7 na NEMA 4X ENCLOSURE Mixed with Fine Clean Same Size Sands with Trace Fine fia a s Exiatin LI3C W` Woo ripe I IrI. N' +� ' OTC. Pipe L►In. Small Gravel into Fine Same Size Sands with Trace Fine to .. Rrk. W k Af`enrlata TrCat7iia4itt 1s Pre ,ai Clean Out =�- ;; yam 4 2 3 7 5 fi G •�ht Jointtl Tight Jointls Small Gravel. (SM/SP) .4 t j b S PROVIDE (2) 20AMP 1-PQLE ciRCurr 2#12, #120 IN SCH No CONNECTION Cta E IPte Float * i ln. Stops t/s' Per ['t. c.LF9 I �, ad 9 J f J ropoeed 31e Air Uns CONNECF1flN I CREAK ER IN HOUSE POWER PANEL 80 PVC CONDUIT 1�E12 1412 a Baffle � , 12 12.0 17.t3 Light Brown Fine Same Size Sands with Trace Silts � o.s•w1 �� ss.3 (�'ower/Hoa�Ir>g 0A !t' !fin• Slopes 1/�• Per Ft. 't Throughout w(th Same Fine to Medium Gravel. (SP) I ! -1 �► j Alternate Treatment System 2418 � 2G � zG 1?.O' 22.0' Fate Brown Fine Silty Some Size Sands Mixed with Fine Clean 11•$ �, iq, ,B f%f r. Gonttral Hanel moat Concrete Some Size Sands with Some Fine to Small Gravel. (SM) Proposed ArR 22.0' 27.0' late Brown Fine Silty Some Size Sands Mixed with Fine Clean CJ1��elil'i DUPLEX RECEPTACLE INSTAL110 t17 N wP COMP 'l Same Size Stands with Some Fine to Small Gravel. (SM) M w t4 WEATHERPROOF ENCLOSURE �-- �X M R�nouvtian S' 27,0' 32.0' Light Brown Fine Same Size Sands with Some Silts at Top of = rn.Rr.=58.7 �,.. Spoon with Trace Fine to Small Gravel. (SP) NOT£5 x '� i.PROTECT ALL. ABOVE GRADE WIRING � � a e Existing w/ MIN sCla L3O PVC CONDUIT OwfS ' ` v 32.0 37.0 Light Brown FFine Same Size Sands with Trace Silts at Top of Tax Lot a � 555 ss.r Metal Fence (NOT TO SCALE) Spoon with Trace Fine to Small Gravel. (SP) #13 x C.L e. u 2 Improved �I-. o.7'E:t PUMP End of baring: 37.0' Public I ALARM FLOAT �A'� sWrrCHEFFLLMM PUt.(P SWITCH NO GROUNININATER IE:NCOUN'i M Waiter x � �a" St!Proposed Outdoo x 56.5 Kitchen Sink .;' tax Lot •_ '� ir'ieP. Outdoor Kite 4nx4tltiac t2' t (NOT TO SCALE} 15 4' Disc. PlPeRne j I 0 { --" '►, Tight Joint Plus Dome f p Improved / Ian. slope 1/r Per I+t. +� Eff. Depth Shed I 0 tl" PubE;o f CEeanout May Bs Extended A Pmp. Shower; Drylaeft or no ] I O C" � Water :cum In--- rmirnum Of 3' Above Ground � , �x .""".."...! �- .1k po..ed A/C Unit { # I}to. Pi 'lna During Rough Grading , � " 2'-11�" -2'� " ' .2'-1' "1%ht Joint Fini*had ( Eff: De"th x �d Cl. reposed Cabana �.'�n. Slope t/�a Per �. P CJ�L HOUSE ONLY �... ..1 e_ outer sesviax 1^ mac^~' I�r1t'� rlawtll�t ^ tT1!'""�C�P' tx1 p eclrcufation Air Ulft Pump px r r..t; . �i \ � � � G�tUstef w'1�• '� iatnfection Cylinder Grade Surface Away F ,; � x sso t� % p� � , '"�� Steifo it CC?ll nSy �C" t. rc It-h S^P4'i�P,S. i0p#ie Ij Cover To Cmde Ctemnout � Set Height As RegL�firled U p ffi ., � c 4' Inlet Pi 0 ' Onttat Pipe {7tgbt Fitting ta! Prer►errt � roposed Fool Patio � ) - 51 CC hour, it a Clean Out `..,, C�.i i f ,� 5�.r , a Surface Water Eretnance x �' ___- 96 E dve neck, to rezce -) irt"�►�' ceion(r.). 4'- " t3nd k �b ---Effluent Air Lift Pump 2' Min. Proposed 1,00ty Gat. L;J Cabana t '"-t is tom' End Lev+eli mpacta`d VDOT No. 10 Stone Septle Tank i e N>s Devi=TO E Or Sand To Support Riser Proposed Pool x r t I "' Inaat Baffl +® r1nt3tatles# 0n all outteta 1s" Equipment J, I r, -•• t EXCAVATION INSPECTION REQUIRED Invert -- Out Prop. Leaching !p 1 54.7 i.-_....__ 154,6 FOR S A N'I TA RY SYSTEM Elevation- Inved lrectlan Of Flom Wkir Dlti:n. %-,/ ..,,. 2-1/2" Vcntlleorl Pipe u 1/2' Air IrAcke Elavation M Plus Dome x WZ Cobana Sanitary I rcLaloticart Pt ( same 6" Pipe 7o ktaln Sewer 0 24 nRe Tea Hay Be Used in S' Eff. Depth i Exparr on 2- Reel Dryrretts �`►Y HEALTH DEPARTMENT Lieu Qf 1',lye And 4S' mend � 0 10 now Opening (TYP. - As Shower On Plans 5.1'w.:x P.R.Fe. e- duster �,1 e 1. ALL OUTLETS AT SAME ELEVATION. 55.t7 0.4'Si- Duster 0 55.3 w? lrxitting Past do Rail Fence C.L..Fe. 54.7 Cover 24" Cover • I Fnd. n� '`P.R.Fe Is* Acce^.�..1' Cover 18' dace - r IstPng Wire +ante On Una# CTYP� �Yp•) NOT TO SCALE 2" Weer (NOT TO SCALE) Tax Lot • Qlelnfection CylinderProfessional's 2.0.5 {Optianal) Design Certification Required. Abandonment of the existing sanitary system must hl:7Ip'�omd Submit P.E. or R.A. Certification For , Pubric • • • SotM Dam: conformance with the Departments requirements.V1 r I am familiar With the; Standards for Approval Precast Concrote The Installation and Construction ,of the Sewage Disposal System and Construction a Ubsur€ace Sewage Disposal Final O'de Use Form VVWM-073 Submit completed form WWM-C80 as proof Systems For Si cal;Family esidences and will } To Grade VAth abide by the fiditions set"forth therirt and Cast Irmn cover-tf I r Min. Existing 18" Access Under Paved area Dwelling Covers " Prop, Dlstr�Latton Box 24" L!ax. l 9 Clean Out 24 Access Leaching Pool Expans'tan • l5 Bedrooms) At Grade 7.25 Cover Grade 56.0 Grade 56.0 F.M. 58.7 56.3 INV. INV. Castings castings PROJECT 6'•• 2.,�9. 53.25 53.0 At Grade At Grade PROJECT INFORMATION Q 40 11' � � 4'--11" Llln. � 4\IN �SDR35 4 INV. DATE 2/6/2025 DK 4 a�� I T ' RY Mn. slopes 1 V. Inv. A ySOR35 A L 1/$" Per FIr. 52.75 nv. Inv. - -�----1 a.o, 53.5 52.5 s2.5 DRAWN BY:Proceed ----8.5',-•- CHECKEDI.. 3Y:..,. .,.. �,._ .............y,. JR Precast Concrete 2S' t4c• FuJ can eottom 3' wn. \-SanItary Drainage _ OF PROPERTY ZV Ac ce---3 Cover Cot(tcr � s �,. err. DeAtn-13.0' SCALE:.'..-w ,.+. ^......,....H...^.. _.1 =40" C AREA: 0.47 ACRES Opening .0 . .._.,w. ,� ............, _..... .. m:. � - . .- ��,. SITUATEi�. MATT1TUCK, N.Y. CIiA�i3JL1; Volume(cal) w Y.,. � F f • tiedimcntatinn t'hambcr 397 Gard Type Contact Id wits th (NOT TO SCALE) T [�^s AN I A C�WTS .. W ham...., k , AnaerobicLiitrationChamber 396 F�.,/ JICLE ' ��, Aerobic Contact Filtration Chamber 88 SCTIUl. DIST. 1000 SEC. 106 BLK. 8 LOT 14 Clarifieation Chamber 90 Ilisinfcction Chamimr 6 � '`� �� ' f•. r a �. total Volume 1,069 es Lrutallon Air Lift Pump �1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES /-� SYI;CIIICAI'[C)NS e'- "' PERMIT FOR APPROVAL OF CONSTRUCTION FORA An. A4cdia 1 k !III; Aemblo Media i7oard Type Aerobic Aiedia I'VC/IT PL S y. ^� 'a INGLE FAMILY RESIDvN CoE A�'�D � �+� �'� ; ? . Aerobia �'�1 .ieds t� yi ¢ ; Tank FRBlower 5.3 efiR Aeration AmTmbiy �S_.1O► CABANA � !�.'•� �� ;t, Piping PVC/PP I PT: t �°"tit `' ACCCss Covers I'Ia511C/t a51 Iron Gi mnd Clean ' � Sand + Water t C l Under And Around 6' fit. ` ' Y` J3isinS•ccinnt(U banal) t'hlorina'hblets �' � •• •. , ParaE (4.3 W. to t Size) enetratton Into DTE 3/12/2025 H .S. REF. No. R-25-0330 Rateable Sand 40 APPROVED ` �,�► ' Unde Sand & Gr eel Strata .�i'$1� TOTAL �MA.XIE*�/14.1 M •DROOMS �10 `�' � � -. .r •+ 39 WEST MAIN STREET �' ,,. OYSTER BAY, NY 11771 '► DUI �" E?:PIRES THREE YEARS FROtt (NOT To SCALE) (NOT To SCALE) DATE O F APPROVAL i �' 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 • oannou esi ence R A A Brian Johnson, Lead Archite BrianCAmericanaArchitects 635 Stanley Road 51b.242.5272 www.AmericanaArchitects.c PO BOX #58 Bethpage, NY 1 ., Mattituck, NY 11952 B © americana architect, p Pro '0ec cope of Interior Alterations - Rear Addition - New Roofline C C P, . , Cn t A hr d. AMERI("ANA D ARCHITECT �� °, D U T� u r I 4.. A L..{w - . , t _....__w� wr`M 4 ' i. N , u H. , t a F F ;e # REVISION DATE Exis ingRear Yard G G .6 w H u H �EaED ARc /7 of NE`N BRIAN JOHNS m REGISTERED ARCHITECT t } k IOANNOU RESIDENCE , _ ,.F. ADDITION & INTERIOR ALTERATIONS K K Tu, . PAGE CONTENTS: cover Sheet D E APPLICATION NUMBER: Proposed Front �` OCT 1A L L REVIEWED BY: BJ,RA NT Disclaimer: Renderings shown are for reference purposes only and are an artistic interpretation of the plans in this Tovjr f91. 9" , PROJECT NO. : 24111 SHEET NUMBER submission . At no point shall these renderings supercede the plains and specifications shown in this plan set. START DATE: 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED A- I 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 GENERAL NOTES: DISCLAIMER: Generated by REScheck-Web Software NOTE: All NOTES HEREIN MENTIONED ARE APPLICABLE TO THE SCALE AND SCOPE 01:THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS AND OF WORK AS DESCRIBED GRAPHICALLY OR OTHERWISE NOTED ON DRAWINGS. DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES,OMISSIONS, A Compliance Ce r �f�cate GENERAL CONTRACTOR IS RESPONSIBLE FOR QUALIFYING CONDITIONS THAT ARE AND/OR PROBLEMS SHALL BE PROMPTLY REPORTED IN WRITING TO THE ARCHITECT ;. /� NOT INCLUDED IN BID OR CONTRACT DOCUMENTS WITH OWNER PRIOR TO BEFORE PROCEEDING WITH THE WORK. ; Brian Johnson, Lead Architect�J( EXECUTION OF CONTRACT AND/OR COMMENCEMENT Of WORK,WHICH WOULD Bflan@ArTlerlCanaArCl`llteCtS.COCYI ALTER THE DESIGN INTENT OF THESE CONSTRUCTION DOCUMENTS.ARCHITECT 02:THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO WORK IN TANDEM. IN Project 24111 - IOANNOU - 635 Stanley Road, Mattituck, NY 11952 SHALL BE NOTIFIED OF ANY SUCH ALTERATION IMMEDIATELY. THE EVENT OF A DISCREPANCY BETWEEN THE DRAWINGS AND SPECIFICATIONS,THE 516.242.5272 OWNER OR CONTRACTOR SHALL CONTACT THE ARCHITECT IMMEDIATELY FOR e>. //�I�/�/�/.AmericanaArchitects.COm Energy Code: 2018 IECC TESTING REQUIREMENTS CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK (ANY DEVIATION FROM Location: Mattituck,New York A R402.4.1.2 TESTING.THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND THIS PROCEDURE SHALL RESULT IN THE CONTRACTOR TAKING FULL RESPONSIBILITY PO BOX #58 Bethpage, NY 11714 Construction Type: Single-family on family VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT EXCEEDING FIVE AIR CHANGES FOR THE WORK Project Type: Addition ) ASPHALT climate Zone: 4 (5331 HDD) PER HOUR IN CLIMATE ZONE I AND 2,AND THREE AIR CHANGES PER HOUR IN Permit Date: CLIMATE ZONE 3 THROUGH 8.TESTING SHALL BE CONDUCTED IN ACCORDANCE 03:THE DIMENSIONS NOTED ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER DRIVEWAY 11! Permit Number: WITH ASTM E 11q OR ASTM E 1821 AND REPORTED AT A PRESSURE OF 0.2 INCH THE SCALED DIMENSIONS. NEVER SCALE DIRECTLY FROM THE DRAWINGS. ANY s` B NOT All Electric false W.G. (50 PASCALS).WHERE REQUIRED BY THE CODE OFFICIAL,TESTING SHALL DIMENSIONS IN QUESTION SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT B © americana architect, p.c. Is Renewable false BE CONDUCTED BY AN APPROVED THIRD PARTY.A WRITTEN REPORT OF THE IMMEDIATELY FOR CLARIFICATION. a INCLUDED STOOP Has charger false RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST Has Battery: false f, Has Heat Pump: false AND PROVIDED TO THE CODE OFFICIAL.TESTING SHALL BE PERFORMED AT ANY 04:THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, ---- 30.00 SQ' FT' TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES. THESE ARE THE SOLE 'I NOT ENVELOPE. RESPONSIBILITY OF THE CONTRACTOR. LIKEWISE,THE CONTRACTOR IS SOLELY �i DURING TESTING RESPONSIBLE FOR MAINTAINING A SAFE WORKING ENVIRONMENT ON SITE. I. INCLUDED Construction Site: Owner/Agent: Designer/Contractor: I. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED, BEYOND THE INTENDED WEATHER STRIPPING 05:THE CONTRACTOR SHALL PERFORM ALL WORK IN COMPLIANCE WITH LOCAL OTHER INFILTRATION CONTROL MEASURES. CODES, ORDINANCES, RULES AND REGULATIONS. I 2. DAMPERS INCLUDING EXHAUST, INTAKE,MAKEUP AIR, BACKDRAFT AND _.. -.-_._.-...Compliance: 2.7%Better Than Code Maximum UA: 411 Your UA: 400 Maximum SHGCHGC: 0.40 Your SiHGC: 034....__.- J FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED 06:THE CONTRACTOR SHALL NOT START ANY WORK UNTIL THE PLANS HAVE BEEN The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. INFILTRATION CONTROL MEASURES. APPROVED BY ALL NECESSARY AUTHORITIES HAVING JURISDICTION, INCLUDING THE w C It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. C ---1 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST,SHALL BE OPEN. LOCAL BUILDING DEPARTMENT. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR J Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab+-on-grade i ` -;� W assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requiremtents. 4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION SYSTEM AND HEAT CONTRACTOR TO SECURE ALL NECESSARY PERMITS AND SUBMIT ALL NECESSARY s > RECOVERY SHALL BE CLOSED AND SEALED. DOCUMENTS (I,E.WORKER'S COMPENSATION CERTIFICATE, HOME RENOVATION HOUSE COVERAGE: 5. HEATING AND COOLING SYSTEM, IF INSTALLED AT THE TIME OF THE TEST, LICENSE, ETC.) TO THE PROPER AUTHORITY HAVING JURISDICTION. Envelope Assemblies SHALL BE TURNED OFF. 2,994.48 SQ. FT. 00 , 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, 07: IF THE CONTRACTOR BELIEVES THAT AN ALTERNATIVE MATERIAL OR METHOD 1 ' � . SHALL BE FULLY OPEN. WOULD RESULT IN A TIME OR COST SAVING FOR THE OWNER (AND SHALL NOT Ceiling:Cathedral Ceiling 4,122 38.0 0.5 o.oz7 o.oz6 111 107 COMPROMISE THE INTEGRITY OF THE DESIGN),THE CONTRACTOR SHALL SUBMIT 4 HOME ENERGY RATING SYSTEM(H.E.R.S) SPECIFICATIONS OF THE ALTERNATIVE IN WRITING TO THE ARCHITECT FOR CL Wall:Wood Frame,16^o.c. 2,669 I9.0 0.5 0.058 0.060 123 127 I. H.E.R.S.INDEX REPORT AS REQUIRED BY OTHERS APPROVAL PRIOR TO MAKING THE SUBSTITUTION. Cn I O 1-777 DoorGlass l0 s Door(over 50%glazing) 216 0.300 0.320 65 69 2. THE BUILDER IS TO BE HELD RESPONSIBLE FOR CONTACTING THE HERS RATER Loo O THROUGHOUT THE PROJECT TO ENSURE ALL REQUIRED INSPECTIONS/TESTS 08: EXCEPT WHERE LONGER DURATION GUARANTEE PERIODS ARE SPECIFICALLY ° ~ � i PATIO ON Window:Vinyl Frame 336 0.300 0.320 101 108 D CO SHGC:0.34 ARE PERFORMED. REQUIRED IN THE SPECIFICATIONS, EACH CONTRACTOR SHALL GUARANTEE ALL D V GRADE SET Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other 3. THE BUILDER IS TO CONTRACT WITH HERS RATER FOR THE CONSTRUCTION THEIR WORK PERFORMED AND THE MATERIALS USED ARE FREE FROM DEFECTS. calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in Y: W IN SAND REScheck Version:REScheck-web and to comply with the mandatory requirements listed in the REScheck Inspecti©n Checklist. /INSPECTION PORTION OF THE PROJECT.ALL FEES ARE THE RESPONSIBILITY DURING A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL CONTRACTOR OF THE BUILDER. PAYMENT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DEFECTS THAT MAY ARISE FROM THEIR WORK. Name-Title Signature Date REFERENCE STANDARDS ' I. 2020 RESIDENTIAL CODE OF NEW YORK STATE DETACHED ONE AND TWO 09:ALL WORKER'S EMPLOYED ON THE PROJECT SHALL BE SKILLED CRAFTSMEN IN (� PERGOLALi L FAMILY DWELLINGS THEIR RESPECTIVE TRADE,OR WORKING DIRECTLY UNDER THE SUPERVISION OF A q: COVER: I USE-GROUP R-3 SKILLED CRAFTSMEN SO THAT ALL WORK PERFORMED SHALL BE INSTALLED WITH THE 65.52 POOL i Project Title:24111-IOANNOU-635 Stanley Road,Mattituck,NY 11952 Report date: 08/17/24 CONSTRUCTION CLASSIFICATION -TYPE VB HIGHEST STANDARD OF CARE. §_ Q HEIGHT LIMITATION (TABLE 504.3) -40' Data filename: Pagel of 9 STORIES TABLE 504.4) -5 STORIES 10:ANY CONTRACTOR WORKING ON THE PROJECT SHALL THOROUGHLY EXAMINE SQ. FT. COVER: AREA LIMITATION (TABLE 5062) - UNLIMITED THE EXISTING CONDITIONS (INCLUDING ANY NEW WORK ALREADY INSTALLED IN w E 471 .45 2. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE AMERICAN PLACE) PRIOR THEM COMMENCING THEIR WORK OR INSTALLATION, 1 E FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL COMMENCEMENT OF THE INSTALLATION SHALL BE AN ACCEPTANCE BY THE )' SQ. FT. ' ' �. EDITION (WFCM) PER SECTION R501.1.12020 RCNYS. CONTRACTOR THAT THE CONDITION OF THE WORK OF THE-OTHER TRADES IS UP TO 3. ENGINEERED DESIGNED STRUCTURAL COMPONENTS PER ASCE 1-I13 THE STANDARD REQUIRED FOR PROPER INSTALLATION. ANY ISSUES SHOULD BE R es C h e c k Compliance 4. 2020 FIRE CODE OF NEW YORK STATE M' ' BROUGHT TO THE ATTENTION OF THE GENERAL CONTRACTOR PRIOR TO PROCEEDING. NYS ED.LAW ART. 141- ARCH ..SEC. 1301 s IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 11:1N THE EVENT THAT AN EXISTING CONDITION DIFFERS FROM THAT WHICH IS CODE INFORMATION DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. IF AN INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS,THE CONTRACTOR ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,THE ALTERING SHALL STOP ALL WORK IN THAT AREA IMMEDIATELY AND CONTACT THE ARCHITECT 1'~ THESE CONSTRUCTION DOCUMENTS WERE PREPARED USING THE RESIDENTIAL CODE OF NEW YORK ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED IN WRITING FOR INSTRUCTIONS ON HOW TO PROCEED. , BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A POOL HOUSE F (2020 EDITION) IN CONJUNCTION W/THE PRESCRIPTIVE DESIGN OF THE WOOD FRAME SPECIFIC DESCRIPTION OF THE ALTERATION. (AS PER THE NEY, YORK STATE 12:VERBIAGE INCLUDING"OR EQUIVALENT","OR EQUAL",OR SIMILARLY WORDED - F CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS & ASCE 7 EDUCATION LAW ARTICLE 141-ARCHITECTURE,SECTION 1301) NOTES,THE CONTRACTOR SHALL SUBMIT THE EQUIVALENT PRODUCT TO THE s COVERAGE: THESE ENERGY CONSERVATION CALCULATIONS WERE PREPARED USING THE ENERGY' ARCHITECT IN WRITING FOR APPROVAL PRIOR TO PURCHASE OR INSTALLATION. 340.50 SQ. FT. OWNERSHIP AND USE OF DOCUMENTS j CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (20]8 EDITION) DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF PROFESSIONAL SERVICE 13: EACH RESIDENTIAL APPLICATION FOR A NEW STRUCTURE AND EACH ADDITION AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS SHALL TO OR REHABILITATION TO AN EXISTING RESIDENTIAL STRUCTURE THAT UTILIZES TRUSS # REVISION DATE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS :TABLE 301.5 NOT BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER OR BY ANY OTHER PARTIES OTHER THAN THOSE PROPERLY AUTHORIZED BY CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN IN ACCORDANCE WITH THE I` USE LIVE LOAD DEAD LOAD CONTRACT WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF AMERICANA PROVISIONS OF TITLE 19 NYCRR (PART 1265). A SIGN MUST BE AFFIXED TO THE ARCHITECT, P.C. ELECTRONIC BOX, IF THERE IS ONE, ON THE EXTERIOR OF THE STRUCTURE. IF NO EXTERIOR BALCONIES 60 psf 10 psf ELECTRONIC BOX EXISTS,THEN A CONSPICUOUS LOCATION ON THE STRUCTURE THAT IS APPROVED BY THE AUTHORITY HAVING JURISDICTION AND CAN BE SEEN BY DECKS 40 psf 10 psf FIRST RESPONDERS. ?' G PASSENGER VEHICLE GARAGES 50 psf PER PLAN G LOT SIZE' 20,330.60 S.F. ATTICS WITHOUT STORAGE 10 psf 10 psf ATTICS WITH STORAGE 20 psf 10 psf RMS OTHER THAN SLEEPING RMS 40 psf 10 psf LOT COVERAGE CALCULATIONS SLEEPING ROOMS 30 psf 10 psf HOUSE COVERAGE:2,994.48 S.F. STAIRS 40 psf 10 psf STOOP:37.38 S.F. GUARDRAILS AND HANDRAILS 200 psf 10 psf STAIRWELL: 71.81 S.F. PERGOLA:65.52 S.F. ROOFS: POOL:471.45 S.F. LIVE=GROUND SNOW LOAD 20 psf H POOL HOUSE:340.50 S.F. ADJUSTMENTS AS PER ASCE 7 30 psf 10 psf DRAWING INDEX H LOT SIZE:20,330.60 S.F. r Climate and Geographic Desig A 1 GENCOVERAL NOTES, MAX.COVERAGE:20% OF LOT SIZE-4,006.12 S.F. .. I 4. .� ,.. : � : ,., :k.�:- :. TOTAL COVERAGE:3,981.14 S.F. n A 2 GENERAL NOTES,CODE NOTES, LOT COVERAGE A-3 EX. & PROP. PLOT PLANS, ZONING aED A&C,, Lot Coverage Diagram Load Allowance Chart Data & Manual J Criteria A-4 DEMOLITION PLANS AND NOTES CoP� W' Joy�s �F A-5 EX.&PROP. FINISH FOUNDATION PLAN A-6 FOUNDATION PLAN A-7 EX. & PROP. FIRST FLOOR FINISH PLAN A-8 FIRST FLOOR FRAMING PLAN A-9 ROOF PLAN s�q�, a44866 'TABLE R301 .2(1) A-10 SCHEDULE SHEETS& NOTES F J PERGOLA, LOT COVERAGE CALCULATIONS CLIMATE AND GEOGRAPHIC DESIGN CRITERIA SUFFOLK COUNTY A-11 NORTH ELEVATION J OF NEB THE LOT COVERAGE CALCULATION FOR THE PROPOSED PERGOLA ONLY A-12 EAST ELEVATION BRIAN JOHNS WIND DESIGN SUBJECT TO DAMAGE FROM A-13 WEST ELEVATION ACCOUNITS FOR THE AREA OCCUPIED BY THE STRUCTURAL BEAMS AND GROUND SEISMIC WINTER ICE BARRIER AIR MEAN SNOW SPEED TOPOGRAPHIC SPECIAL WIND BORNE FROST LINE FLOOD A-14 SOUTH ELEVATION SUPPORTS. SINCE THE MAJORITY OF THE PERGOLA IS OPEN, ALLOWING DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL REGISTERED ARCHITECT CATEGORY WEATHERING TERMITE TEMP REQUIRED HAZARDS INDEX TEMP. A-15 SECTION 01 LOAD (MPH) EFFECT WIND REGION DEBRIS ZONE DEPTH LIGHT AND AIR TO PASS THROUGH, IT DOES NOT CONTRIBUTE P-1 POOL HOUSE PLANS MODERATE SIGNIFICANTLY TO THE OVERALL IMPERVIOUS SURFACE AREA. THE OPEN 20 psf 130 YES NO N/A B SEVERE 3FEET TO HEAVY 150 YES No YES 450 P-2 POOL HOUSE ELEVATIONS IMPACT N LOT COVERAGE, AS ,.,.. ,i - PERGOLA DETAILS IOANNOU RESIDENCE DESIGN O F THE PERGOLA REDUCES ITS C O O :j. :. gr s i H 1 ONLY THE: SOLID ELEMENTS THAT PHYSICALLY OCCUPY SPACE ON THE LOT A-1 A-1 7 FENESTRATION & LIGHT/VENTILATION 7 PLUMBING DIAGRAMS ADDITION & INTERIOR ALTERATIONS K ARE CONISIDERED. THIS APPROACH ALIGNS WITH ZONING REGULATIONS, A-18 STAIRS, ELECTRICAL,AND INSULATION NOTES K WHICH TYPICALLY FOCUS ON THE FOOTPRINT OF IMPERMEABLE A-19 NAILING NOTES STRUCTUR'.ES RATHER THAN OPEN OR SEMI-OPEN FEATURES LIKE PERGOLAS. AAANUAL J CRITERIA A-20 STRAPPING NOTES PAGE CONTENTS: A-21 SIMON DIAGRAMS General Notes, Code ELEVATION LATITUDE WINTER SUMMER ALTITUDE A-22 FLOOR JOIST DIAGRAMS HEATING COOLING CORRECTION INDOOR DESIGN DESIGN TEMP. HEATING TEMP. FACTOR TEMP. COOLING DIFFERENCE A-23 AIR SEALING DIAGRAMS Notes, Lot Coverage 30+/-FT 410 N 150 F 860 F 1.00 700 F 750 F 550 F - COOLING TEMP. WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY APPLICATION NUMBER: DIFFERENCE HEATING COOLING WET BULB REVIEWED BY: BJ,RA L 110 F 15 MPH 7.5 MPH 720 F MEDIUM(M) 407o 32 GR @507o RH L j -77 PROJECT NO. : 24111 SHEET NUMBER START DATE: e 01 02 03 04 05 06 07 08 09 10 1 1 12 13 14 15 SCALE AS NOTED A 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 PROJECT SITE NOTES: SITE SHORING NOTES: STAN LEY ROAD STAN LEY ROAD 01:THE CONTRACTOR SHALL PROVIDE AND INSTALL A SHORING SYSTEM AS REQUIRED WHICH SHALL SAFELY AND ADEQUATELY PREVENT COLLAPSE OF A A S 87° 11'00" E S 87° 11'00" E ADJACENT MATERIALS, AS WELL AS PERMIT CONSTRUCTION OF THE WORK AS Brian Johnson, Lead Architect 1 05.00' 105.00' EDGE OF ROAD EDGE OF ROAD ��• / EDGEOFROAD JQ• g`c�GF JQ SHOWN IN THE CONSTRUCTION DOCUMENTS BrianCAmericanaArchitects.com EDGE OF ROAD BOG Qf ��O �� 0 02:THE CONTRACTOR SHALL SECURE ALL REQUIRED APPROVALS FROM THE 516.242.5272 O Pew RESPECTIVE AUTHORITIES HAVING JURISDICTION, INCLUDING GOVERNMENT ;,,, g PQR �• t; . --- - - p�' AGENCIES. www.AmericanaArchitects.com PO BOX #58 Bethpage, NY 11714 03:SOIL EROSION &ADJACENT PROPERTY PROTECTION-CONTRACTOR SHALL li PROTECT ADJACENT PROPERTIES FROM SOIL EROSION WHERE REQUIRED. PROVIDE 545.00' ) �; HAY BALES RECESSED 4"(MINIMUM) BELOW GRADE AND STAKED ALONG WITH SILT �'- 545.00' FENCE. LOCATION AND EXTENT OF FENCE AND HAY BALES SHALL BE DETERMINED AND COORDINATED IN THE FIELD AND APPROVED BY THE BUILDING INSPECTOR.SEE B ' ��G ' (' _O�oG� B © americana architect, p.c. w e_ 3 DETAILS. 0 0, �� o o it �� O SITE CLEARING NOTES: O1 p SQtP�PI r o, o Q��PI � r 01:THE CONTRACTOR SHALL LOCATE ALL UTILITIES (ABOVE GROUND AND o P��ti o � SUBTERRANEAN) PRIOR TO COMMENCING CONSTRUCTION,AND PROTECT AS o o o Q °N REQUIRED O v� Z z v " `n 02:THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS USING FENCING, o o°¢° z mov o m BURLAP,OR OTHER MEANS. GRASS TO BE PROTECTED AS BEST AS POSSIBLE. ANY O �LL� ��C07Ili PLANTINGS TO BE RELOCATED OR REMOVED SHALL BE DISCUSSED WITH OWNERS, o Uj° "o��d o AND A WRITTEN STATEMENT OF PLANTS TO BE REMOVED SHALL BE CREATED. Q ,,� X� SITE GRADING NOTES: S1 G I - 9 01:THE CONTRACTOR SHALL EXCAVATE, BACKFILL,COMPACT, AND GRADE THE C a I' i TAX LOT #15 0 SITE TO THE ELEVATIONS NOTED ON THE CONSTRUCTION DOCUMENTS. o I TAX LOT #15 MAP LOT # 13 15.20 13 85 MAP LOT # 13 TAX LOT #13 �I ---- -- 43.90 24.80 TAX LOT #13 PROP.SIDE ',�;! .- ' ' -- - 24.80 02:THE CONTRACTOR SHALL GRADE IN SUCH A MANNER TO THAT ALLOWS FOR THE MAP LOT # 11 24.90 11.40 �� MAP LOT # 11 YARD SETBACK .73r1,.40 0 43.90 _ PROPER DRAINAGE OF WATER AWAY FROM THE STRUCTURE. P 15.00 %% �P�Q'0 o y�� o REQ.SIDE r'.' '..'. o y`� �O' o 03: BACKFILL TO BE COMPACTED IN LIFTS AS IS REQUIRED. FILL TO BE FREE FROM ° "? %,'.'` ° "? CLAY, ORGANIC MATTER, LOAM, DEBRIS, WASTE,OR OTHER OBJECTIONABLE M ,�O\�O ,° PSG YARD SETBACK �'- ri ,�O\�C� ,° -� �`' MATERIALS Q Q STAKE-OUT NOTES: NEW SANITARY SYSTEM TO BE DESIGNED 01:THE CONTRACTOR SHALL CONTACT A LICENSED LAND SURVEYOR TO STAKE-OUT Cn BY OTHERS AND INSTALLED AS PER ALL PROPOSED WORK. LAND SURVEYOR SHALL PROVIDE A FOUNDATION SURVEY 55.30 SUFFOLK COUNTY DEPARTMENT OF D 55.30 00% - HEALTH REGULATIONS TO THE ARCHITECT AND BUILDING DEPARTMENT UPON COMPLETION OF THE D f' ` FOUNDATION BEFORE PROCEEDING WITH FRAMING CONSTRUCTION. ARCHITECT W / �, '26.97� v , W v ___ SHOULD BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. w I S�PQ, z f - - O> /. %,' O NEW DRYWELLS TO BE DESIGNED BY 26.97 O��G, % ' ' ','�t��j OTHERS AND INSTALLED AS PER TOWN OF SITE REPAIR NOTES: I ,LSQ�G� J %, QQ�QS��., QQ1��tw� SOUTHOLD REGULATIONS 01:THE CONTRACTOR SHALL REPAIR AND/OR REPLACE DAMAGED SIDEWALKS, �\c' '. y� �' 'n CURBS,STREET PAVING AND CURB CUTS AS PER DEPARTMENT OF PUBLIC WORKS z - - Q '' �,s ;, N /,� �\c� REQUIREMENTS. U -- - U �+ N N '.?+S M NEW SWIMMING POOL TO BE DESIGNED R.R.TIE ;!, !. ;. ;'- BY OTHERS AND INSTALLED AS PER TOWN SITE PLAN SURVEY NOTES: OF SOUTHOLD AND NYSRC REGULATIONS 01:THE DIMENSIONS SHOWN ON PLANS ARE TAKEN FROM FOUNDATION AND 1.65 6.00 14.97 6.00 FRAMING MEMBERS. PROJECTION OF SIDING OR EXPOSURE OF CLADDING FOR ALL SWIMMING POOL ENCLOSURES MUST 20.58 , " COMPLY WITH THE NEW YORK STATE ALL EXISTING WORK ARE ASSUMED FROM DIMENSIONS TAKEN OFF OF THE SURVEY ;1 ', '�o 20.19 RESIDENTIAL CODE(NYSRC) PROVIDED TO THE ARCHITECT,AND THE CONTRACTOR SHALL VERIFY ALL EXISITNG gw E REQUIREMENTS FOR BARRIERS AROUND Qcw'R '. PROP.SIDE POOLS.AS PER SECTION R326.4 OF THE CONDITIONS IN FIELD E R.R.TIE _ 00 �� --- -=- ------_ - � `� . ",' � G G YARD SETBACK o eo &y P� P, NYSRC,THE POOL AREA MUST BE QO Qei i ENCLOSED BY A BARRIER THAT IS AT LEAST �;. 4 FEET(48INCHES)HIGH,WITH GATES 13.50 O�S�O�� M THAT ARE SELF-CLOSING AND �Q �� 22.10 6.0 20.68 SELF-LATCHING.THE BARRIER SHOULD 3.80 SP Py 80 20.00 PREVENT ACCESS BY CHILDREN, G� ��► REQ.SIDE MEANING IT SHOULD NOT HAVE ANY 5 YARD SETBACK OPENINGS THAT ALLOW PASSAGE OF A O) SPHERE 4 INCHES IN DIAMETER,AND IT SHOULD BE CONSTRUCTED TO PREVENT CLIMBING.ALL ACCESS POINTS TO THE R.R.TIE Cl) POOL AREA,INCLUDING DOORS FROM ASP N ^ THE HOUSE LEADING DIRECTLY TO THE F POOL,MUST BE EQUIPPED WITH AN vii ALARM THAT SOUNDS WHEN THE DOOR IS SITE EXCAVATION NOTES: F OPENED.ADDITIONALLY,ANY POOL STRUCTURE SHOULD HAVE AN 01: PRIOR TO ANY EXCAVATION,THE CONTRACTOR SHALL CONTACT 811 IN o OPERATIONAL SAFETY COVER MEETING C ASTM F1346 STANDARDS IF USED AS AN ACCORDANCE WITH NYCRR PART 753- PROTECTION OF UNDERGROUND FACILITIES -- - - -- - -, 2 00 SIDE OP. ALTERNATIVE BARRIER SOLUTION.THESE PROP.51DE - PROP.SIDE 3.0D 00 MEASURES HELP ENSURE THAT THE POOL 02:THE CONTRACTOR SHALL EXCAVATE ALL MATERIALS WITHIN THE LIMITS OF THE # REVISION DATE YARD SETBACK O ARID SETBACK TO POOL QO�,k '` j TO POOL AREA IS SECURE AND IN FULL WORK AREA SPECIFIED, INCLUDING MATERIALS THAT MAY COMPROMISE THE s� COMPLIANCE WITH STATE SAFETY INTEGRITY OF THE SURROUNDING SOIL. HOUSE ', O cv HOUSE TAX LOT#14 �t� - '� , REGULATIONS. MAP LOT # 12 GONG o, 03:THE CONTRACTOR SHALL COORDINATE ALL EXCAVATION IN A SEQUENCE THAT WILL PROVIDE PROPER SITE DRAINAGE AT ALL TIMES. 04:THE CONTRACTOR SHALL SHORE AND BRACE EXCAVATED AREAS AS REQUIRED oo� ,� sz G Q J 4 ¢ w z Q << 05:THE CONTRACTOR SHALL TAKE CARE IN EXCAVATION OF FOOTINGS AND �Q ^� a-= w FOUNDATIONS NOT TO DISTURB THE BOTTOM OF THE EXCAVATION o:��n�Oo�N eh�� NoOc��- LO 0 a00 r } CL a 06:THE CONTRACTOR SHALL EXCAVATE TO THE DEPTH NOTED IN THE PLANS. IN THE r EVENT THAT UPON EXCAVATING THE SOIL AT THE BOTTOM OF THE EXCAVATION IS TAX LOT #14 NOT ADEQUATE FOR BEARING,THE CONTRACTOR SHALL CONTACT THE ARCHITECT MAP LOT # 12 IMMEDIATELY BEFORE PROCEEDING 5, FENCE ON LINE ° FENCE ON LINE ��Q POST&RAIL FENCE N 880 47 00 W 07:THE BOTTOM OF THE FOOTINGS SHALL BE INSPECTED BY THE BUILDING ��Q• POST&RAIL FENCE N $$ 47 00 W 105.04 �o� 105.04 DEPARTMENT PRIOR TO POURING H H Existing Plot Plan Prop. Plot Plan rc 1 / 16 - 1 -0 1 / 16 - 1 -0 ti�so ZONING ANALYSIS C H A F T BUILDING DEPARTMENT: Town of Southold . ZONING DISTRICT: R-40 s '� �9 044866 y0Q` � 635 Stanley Road J TF OF NE`N Mattituck, NY 11952 SECTION: 106 BLOCK: 8 LOT: 14 10 10'MAX. C. TO C. VARIANCE REQUIRED: • SILT FENCIE DETAIL TOPIC: REQUIRED/PERMITTED: EXISTING: PROPOSED: YES: NO: BRIAN JOHNS WOVEN WIRE FENCE AREA OF LOT 40,000 SQ. FT. 20,330.6 SQ. FT. 20,330.6 SQ. FT. (NO CHANGE) X REGISTERED ARCHITECT Q {MIN.14 1/2"GAUGE, 36"MIN. FENCE POST DRIVEN MIN. 16" INTO GROUND WIDTH OF LOT 150.0 FT. 105.00 FT. 105.00 FT. (NO CHANGE) X I- MAX. 6"MESH II w O � z SPACING) w � DEPTH OF LOT 175.0 FT. 192.16 FT. UNDISTURBED ,- 192.16 FT. (NO CHANGE X WITH FILTER CLOTH w 20"MIN. �- _ ) -� PLANT HEIGHT SHALL �� GROUND - �p LL BE MEASURED FROM FINISHED PLANTING METHOD ILLUSTRATED I ANN O RES IDENCE IDEN S E " FRONT YARD (FT. 50.0 FT. 50.8 FT. 50.14 FT. TO HOUSE X C GRADE TO THE UPPER MAIN BODY OF THE PLANT SHALL APPLY EQUALLY TO BARE ROOT OVER ) ( ) J -SHRUBS PLANTED IN GROUPS SHALL BE SET STOCK&BALLED&BURLAP STOCK z 16"MIN. IN CONTINUOUS ADDITION 8� INTERIOR ALTERATIONS EMBECO fILTER / 'O MIN.SIDE YARD (FT.) 15.0 FT. 24.8 FT. 15.20 FT. X - c OUS BEDS AS SHOWN ON PLAN SET SHRUBS 2"HIGHER THAN O S K O CLOTH IMIN.6" O� 4 SURROUNDING GRADE TO ALLOW INTO GROUND SECTION VIEW �c�� O SIDE YARD AGGREGATE 35.0 FT. 49.7 FT. 20.19 FT+ 15.20 FT.=35.39 FT. X °boo b 0 p FOR SETTLEMENT K 00 00 0 -SCARIFY&IRRIGATE INSIDE OF SHRUB �� w z �0 CI, ° ; p PLANTING PIT PRIOR TO PLANTING U REAR YARD (FT.) 50.0 FT. 115.719 FT. 83.69 FT.TO HOUSE X Q � �° ° o a� op -EXCAVATE&PREPARE PLANTING BED PAGE CONTENTS: A. WOVEN )WIRE FENCE TO BE FASTENED SECURELY TO O , !p ° TO I'-6'DEEP AS SPECIFIED w PERSPECTIVE VIEW MIN. LIVABLE FLOOR AREA 85oS.F. 1427.03FT. +/- 2,994.48S.F. X Q PRUNE DAMAGED OR OBJECTIONABLE FENCE POSTS WITH WIRE TIES OR STAPLES. �� w ° 419 BRANCHES IN SUCH A MANNER AS TO Ex. & Prop. Plot Plans, O B. FILTER CL-OTH TO BE FASTENED SECURELY TO WOVEN WIRE z o ° v /°o° PRESERVE THE NATURAL CHARACTER OF POSTS:STEEL EITHER OR"U"TYPE OR 2"HARDWOOD GROSS FLOOR AREA 3383.06 S.F. (PER CODE) 1427.03 FT. +/- 2,994.48 S.F. X Z oO o o THE PLANT FENCE WIITH TIES SPACED EVERY 24"AT TOP AND MID O Zoning FENCE:WOVEN WIRE, 14 1/2 GA. 6"MAX MESH �_ W o°Qp VOo CONSTRUCTA4"SOIL SAUCER �/ SECTION.. MAX. LOT COVERAGE 20%OF LOT=4,006.12 S.F. 2,056.45 S.F. 3,981.14 S.F. (SEE DIAGRAM) X = �Ooo AROUND SHRUB BASE AND n C. WHEN TMO SECTIONS OF FILTER CLOTH ADJOIN EACH OPENING z J z c� �j�% MULCH WITH 2"SHREDDED PINE OTHER THEY SHALL BE OVERLAPPED BY 6"AND FOLDED. FILTER CLOTH: FILTER X, MIRAFI 100X,STABALINKA TT140N MAX. BUILDING HEIGHT 35 FT.TO RIDGE,25 FT TO FLAT 16.2 FT. +/-TO RIDGE 25.61 FT.TO RIDGE X J COVER ON ENTIRE PLANTING BED w D. MAINTENIANCE SHALL BE PERFORMED AS NEEDED AND OR APPROVED EQUAL. < Q ; ; ; APPLICATION NUMBER: PREFABRICATED UNIT:GEOFAB, ENVIROFENCE,OR NUMBER OF STORIES 2-1/2 STORIES 1 STORY 1-1/2 STORIES X J ~ _ - / ' / %j , SPECIFIED SOIL MIXTURE FIRMLY �--' MATERIAIL REMOVED WHEN "BULGES"DEVELOP IN SILT n � _ - j %j /j / / COMPACTED TO ELIMINATE AIR APPROVED EQUAL z _ / ' / % POCKETS AND PREVENT • - FENCE. *NOTE* ' ' (-III-I • j L REVIEWED BY: BJ,RA L NOTE ANY CHANGES TO THE APPROVEED PLANS MAY IMPACT THE ABOVE CALCULATIONS. CONTRACTOR SHOULD NOTIFY THE ARCHITECT :: I I % / SETTLEMENT PRIOR TO MAKING ANY CIHANGES TO THE APPROVED PLANS TO DISCUSS IMPLICATIONS OF FIELD ADJUSTMENTS. "J -III / j; / PLANTING( APPLICABLE) Rro PROJECT NO. . 24111 SHEET NUMBER REMOVE NURSERY POT PRIG L.L v _III-III G(IF LE P t ;a _ _ - -_'-_- -_ w _ ,. , �... .� . . ,,, .. .„- ,�t T - - - - - COMPACTED SUBGRADE III 11 II I I�I I-III-I I I_I I I-III-III START DA TE: E. 01 02 03 04 05 06 07 08 09 10 1 1 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 REMOVAL AND SITE SAFETY NOTES: DEMOLITION NOTES: 01: ALL REMOVALS SHALL BE PERFORMED IN KEEPING WITH A THE BEST SAFETY PRACTICES IN ACCORDANCE WITH A Brian Johnson, Lead Architect CONTRACTOR TO REMOVE ALL LOCAL VILLAGE, CITY, STATE AND/OR FEDERAL Brian@AmericanaArchitects.com WINDOW AND SAW-CUT WALL LAWS GOVERNING THE SAME. 516.242.5272 BELOW WINDOW TO ALLOW SUCH AS COLUMNS, FOR PASSAGE TONEW 02: ALL EXISTING CONSTRUCTION, UNFINISHED STORAGE AREA n www.AmericanaArchitects.com - - PIERS AND STRUCTURAL (BEARING) PARTITIONS, WHERE PO BOX #58 Bethpage, NY 11714 DISTURBED DUE TO ADJUSTMENT/DEMOLITION, ARE TO BE REPLACED AND REPAIRED WITH MATERIAL TO CONTRACTOR TO REMOVE I y MATCH EXISTING CONSTRUCTION. MASONRY j WINDOW AND SAW-CUT WALL g BELOW WINDOW TO ALLOW FOR �� _t— 1--- �; -- OPENINGS MUST BE FILLED WITH SAME MATERIAL. g PASSAGE TO NEW EGRESS STEPS P5 -- - © americana architect, p.c. I �o� CONTRACTOR TO REMOVE 03: THE CONTRACTOR SHALL VERIFY ALL FLOOR JOIST STAIRS,DOOR,AND EXISTING FOUNDATION WALL IN SPACING AND FRAMING INDICATED ON DRAWINGS. �G W PREPARATION OF NEW �. STAIRS ATION F NEW NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY IF ! CONDITIONS VARY. b . CONTRACTOR TO CAREFULLY REMOVE WALLS AS I 04: THE WATER SUPPLY MUST BE DISCONNECTED PRIOR To INDICATED BYDASHED LINES. ERDEMCONTRACTOR IONAAVERIFY j THE DEMOLITION OF ALL PLUMBING AND EQUIPMENT REPORT FINDINGS TO ARCHITECT IN WRITING AND PIPING, FLOOR DRAINS AND PLUMBING FIXTURES. POST REPORT FINDINGS LOCATIONS T FIELD AFTER DEMOLITION G ! ! o OBTAIN PROPER PERMITS PRIOR TO COMMENCEMENT I o� o� "I-! o� O OF WORK. C ; Gam° ° 05: ALL UNUSED PLUMBING AND EQUIPMENT LINES MUST BE C REMOVED AND CAPPED AT THE MAIN RISER OR CONTRACTOR To BRANCH CONNECTION. .. CONTRACTOR WANDTOREMovE 06: REMOVE ALL UNUSED ELECTRICAL LIGHTING FIXTURES i., WINDOW AND INFILL WALL AND j ��G REMOVE EXISTING j' SIDING AS REQUIRED I C9 FOUNDATION WALL IN �� PREPARATION OF NEW OUTLETS SWITCHES RECEPTACLES ' CEILING FANS, , �+`' GARAGE AREA PANELS, WIRING, CABLING, CONDUIT AND OTHERFO DISCLAIMER: EQUIPMENT BACK TO THE SOURCE BY A LICENSED THE PURPOSE OF THESE PLANS IS NOT TO DESCRIBE THE I . ELECTRICIAN WITH PROPER PERMITS AND INSURANCE. EXISTING PHYSICAL CONDITIONS OF THE BUILDING. - - I- 07: GENERAL CONTRACTOR SHALL FURNISH ALL LABOR, U D ARCHITECT WALK-THROUGHS MAY OR MAY NOT AID IN MATERIALS, TOOLS AND EQUIPMENT REQUIRED TO p W CHECKING FOR GENERAL CODE CONFORMANCE TO ASSESS THE CURRENT FIELD CONDITIONS. IT SHOULD ALSO BE PERFORM THE WORK OF THIS SECTION AS SHOWN ON - NOTED THAT THESE FINDINGS ARE BASED ON A LIMITED FIELD THE DRAWINGS AND/OR SPECIFIED HEREIN. IN — GENERAL, THE WORK SHALL INCLUDE BUT NOT _ VISIT AND THAT TESTING, PROBING AND ADDITIONAL NECESSARILY BE LIMITED TO WORK SPECIFIED HEREIN. '` U INFORMATION WILL BE REQUIRED TO REACH FULL 08: REMOVE EXISTING ROOF STRUCTURE ABOVE DWELLING CONCLUSIONS. — ALL RECOMMENDATIONS OR SUGGESTIONS ARE PROVIDED AS INDICATED Q 09: REMOVE EXISTING INTERIOR WALLS, WINDOWS AND TO ASSIST THE CLIENT IN FINDING OR CORRECTING THE DOORS AS SHOWN ON PLANS. E NOTED DESCRIBED DEFICIENCIES. OUR SUGGESTIONS ARE 10: REMOVE EXISTING STAIRS AND PROVIDE NEW STAIR E NOT SPECIFICATIONS. FURTHERMORE, OUR FIELD VISIT WAS Demolition Foundation FRAME OPENING WITH DOUBLE JOISTS AROUND LIMITED VISUA L EXAMINATION OF CERTAIN READILY PERIMETER. SEAL OPENING WITH FLOOR JOISTS AND ACCESSIBLE SYSTEMS AND COMPONENTS. � " ' 'I FLOORING TO MATCH EXISTING. 1' IT SHOULD ALSO BE NOTED THAT AN ARCHITECT IS A Plan : 4 — 1 -0 11: R 1 �", GENERALIST A,ND IS NOT AN EXPERT IN ANY SPECIFIC CRAFT — REMOVE ALL EXISTING SIDING AT DWELLING AND GARAGE UNLESS OTHERWISE SPECIFIED. OR TRADE ANID THEREFORE IF AN ARCHITECT RECOMMENDS (+. 12: REMOVE EXISTING FRONT AND REAR ENTRY PORCHES, FURTHER ACTION INCLUDING (BUT NOT LIMITED TO) CONSULTING 'WITH A SPECIALIZED EXPERT(S), YOU MUST DO STEP AND FOUNDATION. I' - F SO AT YOUR E:XPENSE OR OTHERWISE ASSUME ALL RISKS 13: REMOVE PORTIONS OF EXISTING REAR WALL. THE I= EXISTING FOUNDATION SHALL REMAIN. F ASSOCIATED WITH FAILURE TO DO SO. THIS INSPECTION IS NOT TECHNICALLY EXHAUSTIVE. THE ARCHITECT IS NOT 14: REMOVE EXISTING FRONT OPEN PORCH ROOF 1' RESPONSIBLE FOR DISCOVERING OR RECORDING ON THE STRUCTURE, CEILING, WALLS, SLAB FLOOR AND_PRESENCE OF MOLD OR MILDEW, LEAD, ASBESTOS, RADON, FOUNDATION. # REVISION j ALL DOORS,WINDOWS,APPLIANCES, CONTRACTOR TO REMOVE _. E CABINETRY,PLUMBING FIXTURES, TRIMWORK(CASING,BASE, OR ANY OTHER HAZARDOUS SUBSTANCES. j LIGHTING FIXTURES,AND SIMILAR ITEMS CROWN,ETC.)IN AREAS OF IT IS NOT THE INTENTION OF THESE PLANS TO COMPLETELY THAT ARE REMOVED SHALL BE SAVED IN WORK ONLY. MATERIALTO CURE DOCUMENT THE EXISTING "AS-BUILT' CONDITIONS OF EVERY OTHERWELOCTRUCTEATION BY LOBE CATION VED IN A �i I OTHERWISE INSTRUCTED BY OWNER LOCATION UNLESS p, " OTHERWISE INSTRUCTED BY ELEMENT, NOR TO DEFINE THE CONSTRUCTION MEANS AND � !! ALL EXISTING SIDING TO BE REMOVED OWNER. REMOVED �',i CONTRACTOR TO REMOVE DOWN TO WALL SHEATHING UNLESS SITE CLEAN-UP NOTES: G METHODS OR' EVALUATE DEFECTS. THESE PLANS ARE SIMPLY EXISTING DECK,STEPS,AND OTHERWISE INSTRUCTED BY OWNER TATCHIN AS BE USED FOR I FOUNDATION PIERS PATCHING AS REQUIRED. 01: ALL DEBRIS RESULTING FROM OPERATIONS UNDER THIS G TO EVALUATE THE BASIC CONDITION OF THE BUILDING BASED ALL EXISTING FINISHED FLOORING TO BE - o�o REMOVED DOWN TO FLOOR CONTRACTOR TO REMOVE CONTRACT SHALL BE IMMEDIATELY REMOVED FROM ON OUR VISUAL OBSERVATIONS BY THE NAKED EYE. WE P�� ROOF SYSTEM AS REQUIRED EDI : �o SHEATHING TO INSTALL NEW ROOF THE SITEAND SHALL NOT BE STORED OR PERMITTED TO HAVE NOT UNCOVERED ANY FINISH MATERIALS, AND IT IS ��°�� INSTRUCTED BY OWNER,PATCH STRUCTURE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE FLOORS IN KIND As REQUIRED ACCUMULATE ON THE SITE. ARCHITECT AND ENGINEER OF ANY DEFECTS, 02: UPON COMPLETION OF WORK UNDER THIS CONTRACT, CONTRACTOR TO REMOVE EXISTING , CONTRACTOR TO REMOVE CABINETS,SINK,STOVE,AND THE CONTRACTOR SHALL REMOVE ALL TOOLS DISCREPANCIIES, OMISSIONS, DANGEROUS CONDITIONS, ! WINDOWS AND WALL AS REQUIRED WALL AND PATCH AS REQUIRED APPLIANCES TO BE REMOVED AS EQUIPMENT, MATERIALS, APPARATUS, ETC. AND SHALL ETC. THESE PLANS ARE NOT A GUARANTEE OR WARRANTY INDICATED BY DASHED LINES.APPLIANCES TO BE 1, I.i CONTRACTORTOREMOVE i BROOM SWEEP. ON THE PHYSICAL CONDITION OF THE PROJECT, ITS BUILDING II EXISTING WINDOW AND PATCH REMOVED BY CONTRACTOR AND �. SAVED IN A SECURE LOCATION UNLESS 03: CONTRACTOR PERFORMING THE WORK SHALL BE H COMPONENTS, OR ITS FUTURE PERFORMANCE. �, WALL AS REQUIRED j OTHERWISE INSTRUCTED BY OWNER LICENSED, INSURED HAVE KNOWLEDGE AND H 77 777 - - . - c� - - -I EXPERIENCE WITH SIMILAR DEMOLITION JOBS. ARE ARC, rQ �G CONTRACTOR TO CAREFULLY G� REMOVE EXISTING WALLS AND TENANT / CLIENT SAFETY NOTES: STEPS AS INDICATED BY DASHED J a 01: AT ALL TIMES IN THE COURSE OF CONSTRUCTION, THE DOORSSAVED IN ACAREFULLY SECURE OCATREMOVED AND - BEARING WALLS AND CONTRACTOR SHALL MAINTAIN ADEQUATE EGRESS AS �' 0 �Q � LINES.CONTRACTOR TO VERIFY SAVED IN A SECURE LOCATION UNLESS ® FOUNDATIONS,AND '9�. 44866 J OTHERWISE INSTRUCTED BY OWNER TEMPORARILY BRACE AS REQUIRED BY CODE. EGRESS PATHS, , ® CONTRACTOR TO REQUIRED ACCESS AND EXIT J �� NG•' - - -' CONTRACTOR ToCAREFULLY SHALL NOT BE OBSTRUCTED AT ANY TIME - -- REMOVE WALLS AS INDICATED BY 02: ALL NECESSARY LAWS, CONTROLS, AND PROVISIONS BRIAN JOHNS DASHED LINES.CONTRACTOR TO!I VERIFY BEARING WALLS AND REGARDING FIRE SAFETY SHALL BE MAINTAINED BY THE )' FOUNDATIONS,AND REGISTERED ARCHITECT CONTRACTOR TO REQUIRED TEMPORARILY BRACE AS CAREFULLY REMOVE CONTRACTOR TO REQUIRED CONTRACTOR THROUGHOUT THE ENTIRE CONSTRUCTION - I.__- WALLS AS INDICATED BY j PROCESS I CONr°LINES. TOVERIFY 03: PROVISIONS FOR CONTROL OF DUST, DISPOSAL OF BEARING WALLS AND CONSTRUCTION DEBRIS, PEST CONTROL, AND IOANNOU RESIDENCE FOUNDATIONS,AND TEMPORARILY BRACE AS MAINTENANCE OF SANITARY FACILITIES, AND LIMITATIONS ADDITION & INTERIOR ALTERATIONS K G��o�o G��o�o REQUIRED OF NOTICE TO ACCEPTABLE LEVELS SHALL BE INCLUDED K DOOR AND WINDOW TO BE CAREFULLY REMOVED AND ; 04: PROVISIONS SHALL BE MADE TO MAINTAIN ALL SAVED IN A ONUNLESS SERVICES TO OWNER AS LONG AS POSSIBLE WITHOUT PAGE CONTENTS: LOCATION UNLESS - _ ( + COMPROMISING THE SAFETY OF THE PROJECT. • r ,OTHERWISE INSTRUCTED BY Demolition e m O I I t i O n Plans l a n s / OWNER CONTRACTORTOGARAGE- 05: NO WORK SHALL BE DONE WHERE THERE MAY BE ANY 1 WALLS,SLAB FOUNDATION, 3 - AND GARAGEDooRs DANGER TO THE OCCUPANTS/OWNER/TENANTS DUE TO Notes STRUCTURAL WORK BEING PERFORMED CONTRACTOR TO REMOVE EXISTING ! APPLICATION NUMBER: WINDOWS AND WALL AS REQUIRED I / CONTRACTOR TO REMOVE--JJ/ L EXISTING DECK,PORCH,STEPS, AND FOUNDATION PIERS 3 1 L REVIEWED BY: BJ,RA Demolition First Floor !il PROJECT NO. : 24111 SHEET NUMBER ��. Plan : 1 't — 1 1 ''O" J11 START DATE: 01 02 03 04 05 06 07 08 09 10 1 7 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 A A Brian Johnson, Lead Arc Brian@AmericanaArchii 516.242.5272 www.A mericanaArchit( PO BOX #58 Bethpage, B B © americana archit UNFINISHED BASEMENT NOTE: THE UNFINISHED BASEMENT SPACE DELINEATED IN THESE :k`; "::• PLANS IS DESIGNATED EXCLUSIVELY FOR STORAGE PURPOSES r, AND IS NOT INTENDED OR APPROVED FOR HABITATION.THIS `'^ ".e:.•. •:,,..•,:•. „•r.r •. , i';' SPACE HAS BEEN DESIGNED AND CONSTRUCTED TO MEET `*"'" Olt< THE STANDARDS AND REQUIREMENTS APPLICABLE TO NON-HABITABLE AREAS.ANY USE OF THIS SPACE AS LIVING < C A, QUARTERS IS STRICTLY PROHIBITED AND SHALL REQUIRE A ' SEPARATE REVIEW,APPROVAL,AND ISSUANCE OF PERMITS UNFINISHED BASEMENT NOTE: IN ACCORDANCE WITH APPLICABLE RESIDENTIAL BUILDING THE UNFINISHED BASEMENT SPACE DELINEATED IN THESE CODES AND SAFETY REGULATIONS.NONCOMPLIANCE PLANS IS DESIGNATED EXCLUSIVELY FOR STORAGE PURPOSES WITH THESE STIPULATIONS MAY RESULT IN ENFORCEMENT AND IS NOT INTENDED OR APPROVED FOR HABITATION.THIS f ACTIONS AND PENALTIES AS PRESCRIBED BY RELEVANT j SPACE HAS BEEN DESIGNED AND CONSTRUCTED TO MEET BUILDING AUTHORITIES. _ THE STANDARDS AND REQUIREMENTS APPLICABLE TO NON-HABITABLE AREAS.ANY USE OF THIS SPACE AS LIVING QUARTERS IS STRICTLY PROHIBITED AND SHALL REQUIRE A SEPARATE REVIEW,APPROVAL,AND ISSUANCE OF PERMITS ` IN ACCORDANCE WITH APPLICABLE RESIDENTIAL BUILDING 3� CODES AND SAFETY REGULATIONS.NONCOMPLIANCE WITH THESE STIPULATIONS MAY RESULT IN ENFORCEMENT ACTIONS AND PENALTIES AS PRESCRIBED BY RELEVANT �O, :,! BUILDING AUTHORITIES. D o�G�� '< D 4 X-t d z Z E - - E ., C. b I I b I UP6 .r. ':7:'(!,.':'..•$: {yI(.;:'i•�. -:1•^`�:✓..,�••ti� 'i.'...:.1:....�•y.�r..t;•r ��';�•:5:�•,�;.;i� r. S i, ICE F F PROPOSED FINISHED BASEMENT C, ,Q x,�: # REVISION 0 G/ ' G G a .il:•r�. .t- �;t:Qs •'Y•. :i•Ar .r: `i:- �r •,,.'!f•' '1....q: .d.. .n• :1�::�:•�:.:� •.�...5^.•::':••• .,.�..}Y.y• •t ,• p•. t' H H ,��RED ARC �q 044866 o J F NE`K BRIAN JOHNS( REGISTERED ARCHITEI IOANNOU RESIC ADDITION & INTERIOR ALTE K K PAGE CONTENTS: Ex. & Prop. Fi Foundation P APPLICATION NUMBER: L L REVIEWED BY: BJ,RA PROJECT NO. : 24111 SHE ExistingFinished Floor Plan. 3" - 1 '-O" Proposed Floor Pro d Finished Fl Plan . 3 '} — I 1-0if START DATE: 16 p lb ' Ol 2 03 04 05 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 11 12 13 6 14 15 FOUNDATION NOTES: 01:THE CONTRACTOR SHALL ENSURE THAT ALL FOOTINGS REST UPON INORGANIC, 20'-3" 27'-32' 21'-34" VIRGIN, UNDISTURBED SOIL HAVING A BEARING CAPACITY OF MINIMUM 2,000 PSF 1'4' 1'4" 1'4" 1'-4" A 17'-7" 18-74" 02:THE CONTRACTOR SHALL TEST THAT THE CONCRETE HAVE A BEARING A Brian Johnson, Lead Architect COMPRESSIVE STRENGTH OF 3,000 PSI MINIMUM Brian@AmericanaArchitects.com 03:THE CONTRACTOR SHALL INSTALL 6X6 10/10 WELDED WIRE REINFORCING MESH . 516.242.5272 IN ALL NEW SLABS. SLABS ON GRADE SHALL HAVE A POLYETHYLENE VAPOR + MiltiMilt •! - �� BARRIER OF A MINIMUM OF 6 MIL. WHERE THE VAPOR BARRIER OVERLAPS, THERE WWW.AmericanaArchitects.com - •+• LO SHALL BE A MINIMUM OF 1'-0"OVERLAP. ch N PO BOX #58 Bethpage, NY 11714 v` 04: CONCRETE USED SHALL HAVE A MAXIMUM WATER TO CEMENT RATIO OF 0.45 CORNER HOLDDOWN (HD) TJI JOISTS 11-7/8"TJI 360 M DRAINAGE NOTE: CONTRACTOR TO INSTALL � „ .... -•-- @ 12"O.C. CONTRACTOR SHALL ENSURE DRAINAGE AROUND THE :s..:;. _ _ 05: ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST STANDARDS N HDU8 OR _ "SIMPSO (INSTALLED ABOVE) ; HOUSE IS INSTALLED ACCORDING TO NYSRC (NEW YORK b o o f; FOR PLACEMENT OF CONCRETE AS SET BY THE AMERICAN CONCRETE INSTITUTE B SIMPSON PHD6"OR .; `;.' STATE RESIDENTIAL CODE) REQUIREMENTS.SINCE THERE ARE "{:. ` - {:` B © a mericana architect, p.c. EQUIVALENT AS PER NO GUTTERS ON THIS HOUSE, IT'S ESSENTIAL TO PROVIDE f •• F' r- Ob: ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES MANUFACTURER'S .i : `, ALTERNATIVE METHODS TO MANAGE RUNOFF EFFECTIVELY. - PO)ST ABV. ' • POST ABV. t OF 28 DEGREES FAHRENHEIT AND RISING, MINIMUM. SPECIFICATIONS AT ALL " ; CONTRACTOR SHALL INSTALL A FRENCH DRAIN SYSTEM - 0'-2° 5'-93" ;, CORNERS OF NEW ALONG THE ENTIRE PERIMETER OF THE BUILDING TO CAPTURE 10 �; 10" 3 c� 1'-10� 4 10" 07: NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. FOOTINGS TO EXTEND CONSTRUCTION,WHETHER NEW POURED CONCRETE FLOOR SLAB *: AND REDIRECT WATER AWAY FROM THE FOUNDATION. 74 4 ' BELOW LOCAL FROST LINE AS PER LOCAL BUILDING CODE. SHOWN IN DRAWINGS OR NOT r'' CONTRACTOR TO POUR NEW N' CONTRACTOR SHALL ENSURE PIPING HAS SUFFICIENT N ''•'• CONCRETE SLAB ON GRADE WITH 6X6- THE WATER FLOW. PROPER m _CAPACITY TO HANDLEO 08: NO ADDITIVES SHALL BE ALLOWED IN THE CONCRETE MIX UNLESS SPECIFIED BY NEW FOUNDATION W r. ` N 10/10 WELDED WIRE FRAME ATOP 12"OF ::;: INSTALLATION IS CRUCIAL TO PREVENT WATER-RELATED ° ¢ TJI JOISTS 11-7/8"TJI 360 LOCAL DESIGN PROFESSIONAL TYPICAL MACHINE COMPACTED GRAVEL (1Z'LIFTS) ISSUES AND MAINTAIN THE INTEGRITY OF THE FOUNDATION. --F— @ 12" O.C. NEW 10"POURED CONCRETE WITH 6 MIL VAPOR BARRIER. (INSTALLED ABOVE) 09: EXCAVATE THROUGH ANY LOAM AND SOFT SILT AND CLAY TO THE NATURAL FOUNDATION WALL WITH #5 CONTRACTOR TO PROVIDE EXPANSION `/ =iN SAND LAYER. BACKFILL BELOW FOOTINGS WITH PURE STONE IN 12" MAXIMUM LIFTS ,� II REBAR AT 24 ON CENTER CONTROL JOINTS AS REQUIRED. UNFINISHED BASEMENT NOTE: NEW POURED CONCRETE FLOOR SLA L �, TO 12"ABOVE THE WATER TABLE AND 6"MINIMUM PAST THE SIDES OF FOOTINGS. C C VERTICAL AND HORIZONTAL ''' THE UNFINISHED BASEMENT SPACE DELINEATED IN THESE ': CONTRACTOR TO POUR NEW 4" PLACE FILTER FABRIC OVER THE STONE. EACH WAY, FOUNDATION ''• PLANS IS DESIGNATED EXCLUSIVELY FOR STORAGE PURPOSES CONCRETE SLAB ON GRADE WITH 6X - "'•" WALL ATOP A NEW 26"WIDE X AND IS NOT INTENDED OR APPROVED FOR HABITATION.THIS 10/10 WELDED WIRE FRAME ATOP 12' F 1 10: ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT COLD JOINTS, �,�. 10"DEEP POURED CONCRETE SPACE HAS BEEN DESIGNED AND CONSTRUCTED TO MEET y MACHINE COMPACTED GRAVEL (12" LI S) 4-102 UNLESS SHOWN OTHERWISE OR PERMISSION IS OBTAINED IN WRITING FROM A FOOTING WITH THREE#5 REBAR PROPOSED FOOTING p THE STANDARDS AND REQUIREMENTS APPLICABLE TO - WITH 6 MIL VAPOR BARRIER. 3'-b1" 8 LOCAL DESIGN PROFESSIONAL CONTINUOUS IN LONG NEW 2'0"X2'0"X1'0" DEEP S`Z� NON-HABITABLE AREAS.ANY USE OFTHIS SPACE AS LIVING `�'N '�� CONTRACTOR TO PROVIDE EXPANSION2 Q DIRECTION AND #5 REBAR AT FOOTING.REINFORCED ��``cO .` QUARTERS IS STRICTLY PROHIBITED AND SHALL REQUIRE A N CONTROL JOINTS AS REQUIRED. . , o 0 11: THE CONTRACTOR SHALL NOT PLACE DIFFERENT DENSITY RANGE CONCRETE 12"ON CENTER CONCRETE WITH #4 J��O SEPARATE REVIEW,APPROVAL, AND ISSUANCE OF PERMITS T. +s' - AGAINST ONE ANOTHER WHILE BOTH ARE BEING POURED IN SHORT DIRECTION REBAR 4" O.C. EACH SRO �' `�O :'• IN ACCORDANCE WITH APPLICABLE RESIDENTIAL BUILDING Z THROUGHOUT ENTIRE O •: <n WAY WITH NEW 4X4 Q CODES AND SAFETY REGULATIONS.NON-COMPLIANCE SMOKE/COO ��%•-` +::'. O 12:THE CONTRACTOR SHALL ENSURE THAT THE FINISH CONCRETE SURFACE ISCn FOOTING. FOOTING TO HAVE O STEEL POST ABOVE. POST �O S� .Z•Q WITH THESE STIPULATIONS MAY RESULT IN ENFORCEMENT ' � ' RELATIVELY FLAT, UNIFORM, AND IN THE SAME PLANE KEYWAY FORMED AT POURING TO BE CENTERED ON �P ACTIONS AND PENALTIES AS PRESCRIBED BY RELEVANT k s ": SIDE STOOP .�:; o TO RECEIVE FOUNDATION �' '• ' `; ,1'::� FOOTING ,ti. p BUILDING AUTHORITIES. CC,H.9'-3" +: :s '� M 13:THE CONTRACTOR SHALL PROVIDE A 1/4"PRE-MOLDED FILLER WHERE SLAB D V D WALL. CONTRACTOR TO O U J w s INSTALL 5/8"STEEL ANCHOR ,:' :: oOS -' O -� > PROPOSED FOOTING ^ ABUTS FOUNDATION WALLS (�J ` 1. ': � - QO 'Yi :.f,i:.`::'n'.••.:• ,:,+•.• , !.• CL BOLT AT 48"ON CENTER lZ' SMOKE/CO� Z m : 14:THE CONTRACTOR SHALL ENSURE THAT THE BOTTOM SURFACE OF STEPPED _ ( = • p � L„ Q NEW 2'0"X2'0"X1' ' DEEP 00 MAX. FROM CORNERS) ;`. � NEW STAIR AS x z N W STAIR AS FOOTING. REINFORCED ;': b �- FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING A 10%SLOPE AS PER THE FOUNDATION WALL TO HAVE > ER NYSRC CONCRETE WITH 4 REQUIREMENTS OF R403.1.5. PER NYSRC O m SHELF TO RECEIVE FLOOR Cl CL ¢ REQUIREMENTS REBAR 4" O.C.EACH JOISTS. SEE SECTION FOR C.H.9'-3" REQUIREMENTS �•;; O (� V„ WAY WITH NEW 4 4 1 b N 3'-6-" w 15: ALL BOTTOM PLATES (MUD SILLS) TO BE PRESSURE TREATED LUMBER ANCHORED ADDITIONAL DETAILS �; STEEL POST ABO E. POST • r S" 8 „L WITH 5/8" DIAMETER ANCHOR BOLTS (HOOKED TYPE) MINIMUM 8"EMBEDMENT, 48" 2 ;. ,•.. : :.-.'': ...,:�.,t.. :.:: : •p.•...::.: .y.,.::•: :. ... ,'t -f.� ,: :..'...,.. w-e'. %'':. TO BE CENTERED N 4'-102" {„ - WATERPROOFING : : •`.'•' •` m :,:;r: FOOTING N CENTER MINIMUM 2 PER BOTTOM PLAT AND MINIMUM 1' 0"FROM CORNERS Q , ' O EA NYSRC R406.2 EXTERIOR ' 10' POST o POST ABV. POST POST o 2 Q p 16:WHERE SLABS ARE EXPOSED, FINISH IS TO BE STEEL TROWEL MONOLITHIC TO :. . FOUNDATION WALLS 1 - L 1 ABV. ABV. _ : 3 1 M 1: S 3 ?. 3'-44' 17'-32 1 5'-112' 1 ��-15-34" 2'-74 12-14 8-14 c� PROVIDE HARD, DENSE POLISHED SURFACE AND SEALED WITH CONCRETE SEALANT E THAT RETAIN EARTH AND 3„ 9'-9" 3'-7-' a 2'-42 Q 10" E ENCLOSE INTERIOR 3'-44 POST ABV. POST AV. {'• "' Cl) 01, 17: CRAWLSPACES TO BE MOISTURE SEALED WITH MINIMUM 2"CONCRETE"RAT" SPACES AND FLOORS BELOW o SLAB OVER 4"CRUSHED STONE BASE OVER MINIMUM b MIL. POLYETHYLENE VAPOR GRADE SHALL BE V BARRIER WATERPROOFED FROM THE TOP OF THE FOOTING TO FINISH .• - `� '� 18: EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR GRADE. TYPICAL OF ALL NEW �O `��0� SPACES AND FLOORS BELOW GRADE SHALL CONFORM TO SECTION 1805.2, 1805.3 FOUNDATION WALLS w EX.WALL OF RCNYS2020 AND BE DAMP PROOFED FROM THE TOP OF THE FOOTING TO NEW TO EXISTING FOUNDATION •' 0-01 NEW STAIR AND Q� �Q' FINISHED GRADE SYSTEM °' SNOW CURB p ! UNDERSTAIR `': O 19: PROVIDE #4 HOOKED DOWELS 1'-6" LONG, EMBEDDED 6"INTO EXISTING CONTRACTOR TO INSTALL #5 ": CONTRACTOR TO > F- n !� UPQ--w-- PROTECTION AS O 0 L � O FOUNDATION WALL AT 12"O.C. (VERT.).SECURE WITH HIGH STRENGTH, NON HOOKED DOWEL WITH EPDXY @ = ALLOW A 6"SNOW m - PER NYSRC ' SHRINK EPDXY GROUT.TYPICAL WHERE NEW AND EXISTING FOUNDATIONS MEET. F 12"ON CENTER WHERE NEW AND CURB TO HELP ¢ Q ~ �' z z SMOKE/CO EXISTING FOUNDATIONS MEET PREVENT WATER N < z O - --- -- REQUIREMENTS b GRADE F U C� Z -------1- - -- �: '�' 20:WHERE A SLAB ON IS SUPPORTED ON BACKFILL THE FILL SHALL BE w INFILTRATION O O 9U, ,.... .. .,: .. '. ,..:.. , •.,•::- :.�: .. .�''.. ::•;'•�: j s '• ' ` COMPACTED IN LAYERS NOT EXCEEDING EIGHT INCHES TO AT LEAST NINETY FIVE DRAIN TO CONNECT TO NEW ": a; - ZO 0- U C.H.T-9' " ''' DRYWELL �KV Q w U "' O MECHANICAL SYSTEM "�� PERCENT OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FILL MATERIAL SHALL BE CONTRACTOR TO ENSURE CONTRACTOR TO DISCUSS OPTION FOR :' LIMITED TO WELL GRADED SAND OR SAND AND GRAVEL MIXTURE WITH LESS THAN # REVISION DATE PROPER PITCH AND °2 N Z PROPOSED FINISHED BASEMENT VENTING MECHANICAL SYSTEM INTO .;�. TEN TO FIFTEEN PERCENT RNES PASSING THE No. 200 SIEVE AND A MAXIMUM INSTALLATION AS PER z g EXISTING CHIMNEY - GRAVEL SIZE OF THREE INCHES. MANUFACTURER'S LU � SPECIFICATIONS ?'t N D O O O 0-02 ;:~� 21:COMPLIANCE TO R405 FOUNDATION DRAINAGE IS WITH REGARDS TO :., EXCEPTION:A DRAINAGE SYSTEM IS NOT REQUIRED WHEN THE FOUNDATION IS NEW BASEMENT EGRESS !. w ° 20'-33" INSTALLED ON WELL DRAINED SOIL OR SAND-GRAVEL MIXTURE SOILS ACCORDING FOUNDATION WALL ,r, c EX. WALL 4 10" TO THE UNIFIED SOIL CLASSIFICATION SYSTEM, GROUP I SOILS AS DETAILED IN TABLE G NEW 8"POURED CONCRETE �y 00 rim R405.1.THE SOIL CONDITIONS SHALL BE OF WELL DRAINED SAND-GRADULAR SOIL G FOUNDATION WALL WITH #5 ZO z ��@ EW POURED CONCRETE GARAGE SLA� �,� ;; COMPOSITION CONSISTENT WITH GROUP ►AS PER TABLE 405.1. PLEASE ADVISE CONTRACTOR TO POUR NEW 6" ;� REBAR AT 24" ON CENTER U ,,, O o �P ARCHITECT IMMEDIATELY SHOULD CONDITIONS VARY. VERTICAL AND HORIZONTAL `` >O o � �O CONCRETE SLAB ON GRADE WITH 6X6- +• � EACH WAY. FOUNDATION WALL w ¢ ¢ O N ¢ z \��5� O� 10/10 WELDED WIRE FRAME ATOP 12"OF :•..•.. 0 22: CONTRACTOR TO ENSURE THAT NO SANITARY WASTE LINES OR SIMILAR ATOP A NEW 24"WIDE X 8"DEEP Z - O MACHINE COMPACTED GRAVEL (12" 2 U r 0 z PENETRATIONS OCCUR WITHIN THE FOOTING POURED CONCRETE FOOTING WINDOW INFILL N � Q `� z O f_. � ' P�' LIFTS) WITH 6 MIL VAPOR BARRIER. ..;y. ; � U t= �G CONTRACTOR TO PROVIDE EXPANSION WITH THREE #5 REBAR CONTRACTOR TO INFILL EXISTING WINDOW O Z w Q Q 0-03 23:WHERE TOP OF CELLAR WINDOWS ARE LOCATED BELOW THE TOP OF CONTINUOUS IN LONG '- O > CL U �P CONTROL JOINTS AS REQUIRED, SLAB TO BE ;..: OPENING AS REQUIRED TO X N �G PITCHED AT 1/8"PER FOOT TOWARDS •• FOUNDATION WALL, PROVIDE (4) #5 HORIZONTAL REBAR ABOVE THE OPENING. BAR DIRECTION AND #5 REBAR AT 12" CREATE WEATHER-TIGHT BUILDING ENVELOPE "' U ••: LENGTH SHALL BE 12 INCHES WIDER THAN OPENING. ON CENTER 4'-� �{ GARAGE DOOR ` IN SHORT DIRECTION `*` 24:THE CONTRACTOR SHALL CAREFULLY INSPECT THE POINT OF CONTACT AT THROUGHOUT ENTIRE FOUNDATION SUPPORTING COLUMNS FOR CRACKS OR OTHER DEFICIENCIES,AND H H FOOTING. FOOTING TO HAVE 0 `'` ADVISE ARCHITECT IMMEDIATELY. KEYWAY FORMED AT POURING 50 TO RECEIVE FOUNDATION WALL. p •• 25:SURVEYOR SHOULD STAKE-OUT ALL PROPOSED WORK AND PROVIDE TO THE BUILDING DEPARTMENT A FOUNDATION SURVEY UPON COMPLETION OF THE BRED AqL, FOUNDATION BEFORE PROCEEDING WITH CONSTRUCTION. • :: "r Y• •.. `' 1 Y'•f-: •f. b_ h •Y +•/ :I} r. • '•.•.•'. ••'• FRONT STOOP :.;: .... •, ,. •. . • . •y '`'' 2'-1101" --12'-51,. 2'-1 o-" NEW FOUNDATION TO BE POURED 4 POST ABV. 2 POST ABV. 4 DIRECTLY BELOW EXISTING FIRST * I NEW FOUNDATION WALL (TYPICAL) FLOOR JOIST FRAMING SYSTEM NEW POURED CONCRETE FOUNDATION WALL WITH #5 REBAR AT *GARAGE DOOR OPENING NOTE* �• PROVIDE#5 HOOKED STEEL REBAR, EMBEDDED MINIMUM 6" s�` 24"ON CENTER VERTICAL AND HORIZONTAL EACH WAY. :' ".: ', :':,".:`.•' ";' 4o0 CONTRACTOR TO ENSURE GARAGE y 044865 aQ' FOUNDATION WALL ATOP A NEW R!I WIDE X 10"DEEP POURED DOOR OPENING IS FORMED TO INTO EXISTING FOUNDATION WALL AT 12"O.C. (VERT.). SECURE J TF OF NEN 4'-8" ACCEPT NEW GARAGE DOOR WITH WITH HIGH STRENGTH, NON SHRINK EPDXY GROUT.TYPICAL CONCRETE FOOTING WITH THREE#:5 REBAR CONTINUOUS IN 8" 8' WHERE NEW AND EXISTING FOUNDATIONS MEET. LONG DIRECTION AND #5 REBAR Alf 12' ON CENTER NECESSARY CLEARANCES. VERIFY IN SHORT DIRECTION THROUGHOUT ENTIRE 18'-2" 4'-04" 6'-0' 4'-01 18'-2" ROUGH OPENING REQUIREMENTS OF B R IA N JOHNS FOOTING. FOOTING TO HAVE KEYW'AY FORMED AT POURING TO 1'4' 1'-4' 1'-4' 1'4' DOOR PRIOR TO FORMING RECEIVE FOUNDATION WALL. CONTRACTOR TO INSTALL 5/8" 20'-10" 4'-62" 14'-12. 4'-b2' 20'-10" FOUNDATION WALLS �. . .•' REGISTERED ARCHITECT STEEL ANCHOR BOLT AT 48"ON CENTER (12"MAX. FROM CORNERS). 2 * d, . CONTRACTOR TO INSTALL#5 HOOKED DOWEL WITH EPDXY @ f • " a NEW POURED CONCRETE WALL � •` ° r" � � • •' �• � : •' 12"ON CENTER WHERE NEW AND EXISTING FOUNDATIONS MEET CONTRACTOR TO POUR 8" CONCRETE TRENCH WALL �.QIJND�AFION V\(?Ft4' : , a s ;. IOA N N O U RESIDENCE MINIMUM 36" BELOW GRADE,STEP FOOTING AS REQUIRED PROVIDE #SSTEEL s"•• ` ` ' EW POURED CONCRETE FO>R ENTRY REBAR, EMBEDDED " ; .•d; + ,;e;. ADDITION 8� INTERIOR ALTERATIONS K CONTRACTOR TO POUR 4" C:ONCRETE SLAB ON MINIMUM 6"INTO _ K GRADE WITH 6X6- 10/10 WELDED WIRE FRAME ATOP EXISTING FOOTING •�'' •� T " 12"OF MACHINE COMPACTED GRAVEL (12"LIFTS). 4. ° �! " PAGE CONTENTS: CONTRACTOR TO PROVIDE EXPANSION CONTROL d '•` s'' r ,�� :• JOINTS AS REQUIRED • d i Q. Foundation Plan PROVIDE (3) @ #5— STEEL REBAR IN :�' ' ..._ DIMENSION"A" APPLICATION NUMBER: POURED CONCRETE " ' 30 DEGREE MAX STEP FOOTING `.d< DIMENSION"A"X 2 L REVIEWED BY: BJ,RA L STEP FOOTING AND UNDERPINNING DETAIL PROJECT NO. : 24111 SHEET NUMBER SCALE: 1/Z'= 1'-0" Proposed Floor Plan . 4}, — 1 —0" START DATE: a 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 o�Q A SP�PG PS JI _ ----- _ , S�G�GQPOO A Brian Johnson, Lead Architect QP pOc�Pc/ Brian@AmericanaArchitects.com 516.242.5272 www.AmericanaArchitects.com PO BOX #58 Bethpage, NY 11714 -- ;P r B © americana architect, p.c. ; ! I , I� I C C I i I ' I Q p � I W it f ❑ ; !r____' T H A/C❑ ! a - - ' fj E [DRESSER WITH TV ABOV]E E or)ooc e j U h O�� 00� QUEEN SIZE BED O G � J .Z\O O� ��•• GOP OIXX - �j' ? - - SQ�O UP -... F -' -- , _ _ F ' E � I , �\,� O f! I LINEN j _._._ _ t:.._ i; i G��SOG\�p�5 a �50 # RE VISION EVISION ��--�_- � �^ I G s DATE P S O� -- -- I � fib 0P•b i ` " I 1- f i i r a i Q - i i SIDE STOOP G - - - ---- ---- - - G X X .a " O O �y U b U b a I , i 0�p Q�PQOP QO Py0 � j I �O i. -- 3 - Q. f �, I of ', I 1 ( DN ED AR f R 0 fir« PQPGQ " CLOSET \y�0`�o nl f i f ; 5�� 044B66 yQQ' CLOSFT', i i, 3'0"X 6'6" OF NEB 73"X 1'11" i I _ I i { I . I � RIAN JOHNS REGISTER ED ARCHITECT - -- --- --- IOANNOU RESIDE + NCE 00%� o°O+� ru ADDITION & INTERIOR ALTERATIONS K \o U d K -- Ij ti I „ o ; —_.,_ ...— I --_--_.-__-_-.- I El I FRONT STOOP p PAGE CONTENTS: W Ex. & Prop. First Floor a o I - - ! Finish Plans APPLICATION NUMBER: L L REVIEWED BY: BJ,RA PROJECT NO. : 24111 SHEET NUMBER Existing Finished Floor Plan : T-6 = 1 '-O" Proposed Finished Floor Plan : —6 = 1 '-O" START DATE: I C7 IA - 7 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 FRAMING NOTES: 01:GENERAL CONTRACTOR TO COORDINATE ALL FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN AND CENTERING OF ALL ELECTRICAL FIXTURES. 02: FIRE BLOCKING TO BE INSTALLED AS REQUIRED BY RCNYS A 03:ALL PROPOSED EXTERIOR WALLS TO BE 2x6 UNLESS OTHERWISE SPECIFIED. A Brian Johnson, Lead Architect 04: ALL SUBFLOOR TO BE 23/32"ADVANTECH@ SUBFLOORING OR EQUIVALENT . 1 05 IN ADDITION TO FASTENING AS REQUIRED BY RCNYS, ALL SUBFLOOR TO BE Brian@AmericanaArchitects.com 69-22 ADHERED TO FLOOR JOISTS USING"ADVANTECHTM SUBFLOOR ADHESIVE"OR EQUIVALENT 516.242.5272 20'-7" 26'-111" 21'-73" 2 4 06:CONTRACTOR TO DISCUSS INSTALLATION OF AN IN-WALL PEST CONTROL SYSTEM wwW.AmericanaArchitects.cOm 1-4- 1' 17 11 -4'' 1'-4" 18 113 — 1'-4" WITH CLIENT DURING BIDDING, REVIEW EPA GUIDELINES ALONG WITH LOCAL AND PO BOX #58 Bethpage, NY 11714 4 NYS REQUIREMENTS PRIOR TO INSTALL 07: CONTRACTOR TO INSTALL BOTTOM SILL-SEAL TO HELP PREVENT AIR INFILTRATION 4'-52" 11'-1 2'-2" 6'-42' 4 1 1 L 9'-64' 3'-14" AND MOISTURE WICKING FROM THE CONCRETE FOUNDATION SYSTEM INTO THE BOTTOM PLATE � 1-01 1-02 � - -- — - -�— - -- -, -��-- -vJ- -- - ._--- ---_--- �— r--� ---�-�- 08: CONTRACTOR TO INSTALL METAL TERMITE SHIELD TO HELP PREVENT B SUBTERRANEAN PEST (TERMITE) INFILTRATION B © americana architect, p.c. 09:CONTRACTOR TO VERIFY CEILING HEIGHTS WITH OWNER/ARCHITECT PRIOR TO CONSTRUCTION 10:CONTRACTOR TO DISCUSS PLACEMENT OF KITCHEN CABINETS,TOWEL BARS, i�N ! TOILET TISSUE HOLDER, GRAB BARS, RECESSED MEDICINE CABINETS,SHOWER ih o NICHES,SHOWER BENCH,STAIR HANDRAIL,TELEVISION MOUNTING LOCATION, ETC. :o I q tk ! WITH OWNER/ARCHITECT TO ENSURE BLOCKING/FRAMING IS INSTALLED IN THESE PIN - co ��Q�'Q�b ,�� .�b� °iN ;o AREAS ACCORDINGLY. �o cl QSpSt OS OS 11:CONTRACTOR TO INSTALL BRIDGING AT MIDSPAN OF ALL FRAMING MEMBERS 12:CONTRACTOR TO INSTALL DOUBLE FLOOR JOISTS UNDER ALL WALLS THAT c�N L. (,BEAM 1-04 RUN PARALLEL TO JOISTS 72 14'-12" 5-9-1 13:CONTRACTOR TO INSTALL NAIL STOPS/ NAIL PLATES AS PER NYSRC N ,0 4 52" 2 72' 14:SEE DETAIL SHEET FOR ALL STRUCTURAL STRAPPING, HOLD DOWN C ^Icr i C DETAILS.AND FASTENER SCHEDULE ACV 15:CONTRACTOR TO DISCUSS INSET MEDICINE CABINETS WITH OWNER PRIOR TO N 10 o FRAMING of 4 bo INTERIOR FINISH NOTES: 01:ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS OF NOT �0 - SMOKE/COO N GREATER THAN 200 AS PER SECTION R319. ! 3 02:ALL FLOOR ASSEMBLIES TO BE PROTECTED FROM FIRE PER R302.13, BY MEANS OF 1 1 4'-7-" —4'-a 3'-6"—?K-2'-0" �` 5/8"GYPSUM BOARD CEILING OR EQUIVALENT FIRE PROTECTION APPLIED TO FLOOR 772 2, ,. 2 13-82' 2 3'-4" 72 ri�� r��r 4 0 I I ° ASSEMBLY N N j _41 03: GARAGE AND MECHANICAL ROOM TO HAVE 5/8"TYPE'X'GYPSUM BOARD AS (� _ PER RCNYS LL `Icy -17 04: BATHTUB WALLS,SHOWER WALLS,SHOWER FLOORS,AND OTHER AREAS WITHIN ao 17q � o�N THE SHOWER/BATHTUB AREA SHALL BE FURNISHED W/A NON-ABSORBENT SURFACE V ^I I 6-4 \ - ., „N ch�� o I: EXTENDING TO A HEIGHT OF NOT LESS THAN 6FT ABOVE THE FINISHED FLOOR. W 2 i -7 _______ 10 2 �S I i 05:ANY GLAZING IN SHOWER STALL/ BATHTUB STALL TO BE TEMPERED GLASS AND 1-03 N S ! o �, CONFORM TO NYS CODE R308.1 �, v �PO�'P0 06:ALL INTERIOR PAINT/ INTERIOR PRIMER TO BE BENJAMIN-MOORES) OR cl C9 �Q SP ! I N EQUIVALENT. -23 �,I 07:CONTRACTOR TO PAINT 2'0"X2'0"SQUARE SAMPLE OF COLOR(S) SELECTED BY V OWNER ON WALL(S) PRIOR TO OWNER FINAL SELECTION. % i�N ; j ; 08:CONTRACTOR TO PROVIDE OWNER WITH MANUFACTURER'S NAME, PRODUCT � I i �1 N NAME AND/OR CATALOG NUMBER FOR ANY/ALL PAINT USED PRIOR TO FINAL 't 1 ih S 11'-1-" 2'-O' 2'-0" 3'-4" I PAYMENT 2 1 1 1, N ;_-- _ ;� 09:ALL INTERIOR STAIN TO BE MINWAX@ OR EQUIVALENT. E 32 32 2 ! f. 10:CONTRACTOR TO APPLY THREE COATS OF MINWAX@ POLYURETHANE OR o _ r I of 1" 13'-0 f 9'-10-" Ob L' EQUIVALENT TO FLOORING E 0 1 1 IoI bcv 4 2 ! 11:CONTRACTOR TO APPLY SAMPLE OF STAIN COLOR(S) SELECTED BY OWNER ON bN 10 °N I-04 1-25 QO Oy 0�` EXTRA PIECE OF UNINSTALLED FLOORING PRIOR TO OWNER FINAL SELECTION. la� ih �� 12:CONTRACTOR TO PROVIDE OWNER WITH MANUFACTURER'S NAME, PRODUCT 'O m, °� _ -- -- --- — --------------- ---- -- -- p QO NAME AND/OR CATALOG NUMBER FOR ANY/ALL STAIN USED PRIOR TO FINAL col ( C BEAM 1-08 _ BEAM 1-03 BEAML-02 N PAYMENT BEAM I-07- BEAM 1 06 1' 33'-10" 1 1'-74" 2'-1 12' 5'-92" ib 13:CONTRACTOR TO INSTALL 3/4"THICK BY 2-1/4" RED OAK HARDWOOD S� ¢ `�ci S� o of FLOORING, UNLESS OTHERWISE SPECIFIED BY ARCHITECT/OWNER ! I I ocv QO 3 QO QO -o QO 14:CONTRACTOR TO INSTALL OWNER SPECIFIED TILE AS PER MANUFACTURER'S OSM co I M ^� 1 N � r�� SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER OF ANY COST INCREASES OF _ N o 1'-11- 3'-10" SPECIALIZED TILE/MARBLE INSTALL PRIOR TO STARTING CONSTRUCTION BED-70 i� 2 i�N LO OWNER TO SPECIFY ROOMS FOR HARDWOOD FLOORING, CARPETING, LAMINATE, F r ,fib 4 � !. i� ETC. F � 1 ' 1' 2 1' EX.W A L "' o, i! . S� 9'-4�" 3'-2" EXISTING I 20'-83" 10'-13"' 4'-11�" =-5'-6' o. 15: OWNER TO SPECIFY ROOMS FOR TO INCLUDE CROWN MOLDING ^I QO 2 Qp Q o• ! .WALL O 4 '— 4 _ 2 0l 16:CASING, BASE MOLDING,SHOE MOLDING, AND CROWN MOLDING (STYLE, I of z - �cv 1-21 PROFILE,AND FINISH) TO BE SELECTED BY OWNER N I! 3 X �I� i SMOKE/CO 17: DOOR SIZES AS PER PLANS STYLE, FINISH, AND HARDWARE TO BE SELECTED BY M�� o SMOKE/CO f wl -; x m - - O � OWNER REVISION DATE O u- �:o 18: NEW KITCHEN CABINETRY, COUNTERTOPS &APPLIANCES TO BE COORDINATED w O p Q• ! I: O¢ `� DN WITH KITCHEN DESIGNER PLANS O I i - -- zLLI �! - GARAGE NOTES: >O � ow Q N O - z P `h 1-20 01: RCNYS R302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE — P _ I w N Q Z zO - .�- - O EX. WA�L DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. _ - - z 1 1 OTHER OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE. % G w U '_ EXISTING - 2'-8-" 18'-o-„ 12'-83„ 7, 91„ I -, O z > ¢ ¢ �so 4 2 4 2 FIRE-PROTECTION-RATED ASSEMBLIES EQUIPPED WITH SELF-CLOSING DEVICES f X O N U EX.WALL ¢x l X.WALL 1 02: RCNYS DWELLING GARAGE SEPARATION:WHERE HORIZONTAL CONSTRUCTION G w U O 3 w 20'46 ' - -� J 1 ® 4 A" IS USED TO SEPARATE THE GARAGE FROM THE LIVING SPACE OR ITS ATTIC,SUCH - - J o 3'-0"' 5'-6-" �I \ 2 "' 1-17 CONSTRUCTION SHALL BE PROTECTED WITH ONE LAYER OF 5/8 in.THICK,TYPE-X, GYPSUM BOARD, INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF SECTION t ---- ---- w 1_11 __ - _.____ _ R702.3.5. OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED EXCEPT j� WHERE THE RESIDENCE IS OTHERWISE PROTECTED BY VERTICAL SEPARATIONS. N EXISTING 1, 9 1 4'-8" 13'-04 1 6'-6" ^' �' ! WHERE THE HORIZONTAL SEPARATION US FLOOR-CEILING ASSEMBLY,THE STRUCTURE , EX.WALL X.WALL �. SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NO LESS THAN 5/8in. w w 42 • 42 42 I- I' ' �++ a 1-Ib j. � �. �• rb�r b TYPE-X GYPSUM BOARD OR EQUIVALENT LO N I O :i! 00 N 03: GENERAL CONTRACTOR TO INSTALL CEILING OUTLET FOR AUTOMATIC GARAGE U I ;; �% N DOOR OPENER. �, v 04: GENERAL CONTRACTOR TO DISCUSS WITH OWNER SPECIFIC NEEDS FOR CAT 6 H -- - O 'TN Mb� A. ?' CABLE (ETHERNET) CABLING IN GARAGE AREA H rl - ATTIC NOTES: ' o Ol: CONTRACTOR TO INSTALL 24"x 36'PULL DOWN ATTIC STAIR,INSULATE AND SEAL ALL PENETRATIONS AS REQUIRED RED q� 02:CONTRACTOR TO INSTALL LIGHT SWITCH AND OUTLET AT ENTRANCE OF ATTIC,WITH �g�� W Jp N EXISTING EXIST EXISTING EXISTING �' L�q �� UTILITY LIGHTING TO BE RUN THROUGHOUT ATTIC �� Q� /Y F X EX. LL X.WALL EX. ALL Il 7r�d Q m� O w .aa,< -I ! SMOKE/COO �I SMOKE/COO j 14'-6t 3--5- _ tOOK-11 Bl 1 4 i 044Brb ypQ' J OF IN BEAM 1-01 QO BRIAN JOHNS i-13 i-12 1-11 1�18 1-10 1-19 REGISTERED ARCHITECT O 4'-1" 10'-2" 4'-1" 2'-34" 2'-34" EQ. I EQ. 2'-34" 2'-34' 9'2" 9'-2" 0. IOANNOU RESIDENCE 1 1 1 ADDITION & INTERIOR ALTERATIONS 18'-4" 4'-6-" 13'-11-" 4'-6=' 18'-4" 1'-4" 1'-4' 2 4 2 1�-4° 1�_4� K 25'-62' 13'-114' 25'-62' K 4'-2" 65--02" PAGE CONTENTS: 2 PROPOSED FRONT WALL 69 2- First Floor Framing Plan CONTRACTOR TO REMOVE EXISTING CANTILEVERED FLOOR AND WALL AS SHOWN. NEW WALL T BECONSTRUCTED ATOP APPLICATION NUMBER: EXISTING FOUNDATION WALL L L REVIEWED BY: BJ,RA PROJECT NO. : 24111 SHEET NUMBER Proposed Floor Plan . 411 — 1 1-011 START DATE: 01 02 03 04 05 06 07 08 09 10 1 1 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 CHIMNEY NOTES: ROOFING NOTES: 01: NEW FLAT ROOFS TO RECEIVE FULLY ADHERED EPDM SINGLE PLY 50._ LL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A ROOFING SYSTEM ON MECHANICALLY FASTENED ROOF INSULATION BUILDING WITHIN 10 FEET, BUT SHALL NOT BE LESS THAN 3 BOARD,GRAVEL TOPPING ON ALL VISIBLE ROOFS. FEET ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. 02:CONTRACTOR TO PROVIDE POSITIVE SLOPE DOWN TO ROOF A 31:ALL FLUES SERVING WOOD BURNING FIREPLACES SHALL BE PROVIDED WITH A DRAIN BY SHIMMING ROOF SHEATHING. REVIEW WITH ARCHITECT A SPARK ARRESTOR PER R1003.9.2 BEFORE CONSTRUCTION. METHOD OF SHIMMING SHALL PROVIDE FULL Brian Johnson, Lead Architect 32:ALL FLUES TO BE PROVIDED WITH A CHIMNEY CAP PER R1003.9 BEARING OF ROOF SHEATHING TO RAFTERS OR ROOF JOISTS. Brlan@AmerlCanaArchltects.COm 33:CHIMNEY CLEARANCES-ANY PORTION OF A MASONRY CHIMNEY LOCATED IN 03: INSTALL CANT STRIPS IN ANGLES OF INTERSECTION BETWEEN ROOF SEE PERGOLA SHEET FOR THE INTERIOR OF THE BUILDING OR WITHIN THE EXTERIOR WALL OF THE BUILDING DECK AND VERTICAL WALLS AND CURBS AS REQUIRED BY ROOF 516.242.5272 SHALL HAVE A MINIMUM AIRSPACE CLEARANCE TO COMBUSTIBLE OF 2 INCHES. ADDITIONAL DETAILS MANUFACTURER'S SPECIFICATIONS. 34:CHIMNEYS LOCATED ENTIRELY T www.AmericanaArchitects.com 04 r- -- - — — : INSTALLATION OF ROOFING TO BE BY QUALIFIED ROOFERS WHO OUTSIDE THE EXTERIOR WALLS OF THE BUILDING, INCLUDING CHIMNEYS THAT PASS UNDERSTAND HOW TO ACHIEVE A WATERTIGHT ROOFING & FLASHING PO BOX #58 Bethpage, NY 11714 k - - ___- THROUGH THE SOFFIT OR CORNICE,SHALL HAVE A SYSTEM WITH THE CONDITIONS INDICATED ON DRAWINGS AS WELL AS I MINIMUM AIR SPACE CLARENCE OF 1 INCH.THE AIR SPACE SHALL NOT BE FILLED, THE EXISTING CONDITIONS PERTAINING TO THE PROJECT. EXCEPT TO PROVIDE FIRE BLOCKING IN ACCORDANCE WITH 05:ALL ROOF SEALANTS TO BE COMPATIBLE WITH ROOF MATERIALS SECTION R1003.19 BEING USED. B _ _ ! u 35:CHIMNEY FIREBLOCKING-ALL SPACES BETWEEN CHIMNEYS AND FLOORS AND 06: PROVIDE RIDGE VENTS ON NEW ROOF RIDGE LINES AS INDICATED B C CEILINGS THROUGH WHICH CHIMNEYS PASS SHALL BE O amer[cana architect, p.c. ON DRAWINGS IN CONJUNCTION WITH VENTED SOFFITS. PROVIDE FIREBLOCKED WITH NONCOMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE.THE PROPER OPENINGS WITHIN SKYLIGHT FRAMING TO ALLOW FOR FIREBLOCKING OF SPACES BETWEEN CHIMNEYS AND PROPER VENTILATION. F - WOOD JOISTS, BEAMS OR HEADERS SHALL BE ELF-SUPPORTING OR BE PLACED ON ADEQUATELY VENTED TO GUARD AGAINST 07:ALL ROOF AREAS TO BE .:. - STRIPS OF METAL LATH LAID ACROSS THE SPACE BETWEEN- - - - - - EN CONDENSATION BUILD-UP IN ROOF PLENUMS. USE BAFFLES IN COMBUSTIBLE MATERIAL AND THE CHIMNEY. ' CATHEDRAL CEILINGS. - - - - - -- - 36:CHIMNEY CRICKETS-CHIMNEYS SHALL BE PROVIDED WITH CRICKETS, UNLESS THE 08: CONTRACTOR TO INSTALL CONT.SOFFIT VENTS WITH INSECT - _ CHIMNEY INTERSECT THE RIDGELINE.THE INTERSECTION SCREEN FOR ALL CLOSED SOFFITS. USE 2" DIA. PLUG VENTS W/ _ __ _._-. OF THE CRICKET AND THE CHIMNEY SHALL BE FLASHED AND COUNTERFLASHED IN SCREENS @ 48"O.C. IN FASCIA BOARDS, IF AND WHERE SOFFITS THE SAME MANNER AS NORMAL ROOF-CHIMNEY VENTS ARE NOT APPLICABLE.COORDINATE WITH ARCHITECT PRIOR -j INTERSECTIONS. TO INSTALLATION. :-- - -- - -- - - -- { 37:CRICKETS SHALL BE CONSTRUCTED IN COMPLIANCE WITH FIGURE R1003.20 AND 09: PROVIDE ROOF VENTS PROTECTED AGAINST THE ENTRANCE OF C TABLE 1003. 0. — C I ------.-_-"------- ---- -------, ----------------_.--------------- 2 RAIN OR SNOW.VENTILATION OPENINGS SHALL BE PROVIDED WITH 38: FACTORY-BUILT FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE F----_-- - - -- --" —- -- --— - — CORROSION- RESISTANT WIRE MESH, WITH ONE-EIGHTH INCH INSTALLED W ACCORDANCE WITH THE CONDITIONS OF THE MINIMUM TO ONE-QUARTER INCH MAXIMUM OPENINGS.THE TOTAL LISTING. FACTORY-BUILT FIREPLACES SHALL BE TESTED IN ACCORDANCE WITH UL 127 NET FREE VENTILATING AREA SHALL NOT BE LESS THAN ONE TO ONE HUNDRED FIFTY 1 TO 150 OF THE AREA OF THE SPACE VENTILATED. -----_ ---- --{ --- ----- -- WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF ONE INCH SPACE 2 X 12 D.F. 2 X 12 D.F. _ _ _ _ SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF - - NO.2 @ 16" 1 NO.2 @ 16" E._. _..___._ ______.___-____ ..___ __-__._ __ ___ -._._.; SHEATHING AT THE LOCATION OF THE VENT. OC OC ! j_- _ ___ 10:WHERE SHEET METAL IS REQUIRED AND NO MATERIAL OR GAUGE IS INDICATED ON THE DRAWINGS, PROVIDE THE HIGHEST QUALITY AND ,. ,� �.• ? ;: , -., GAUGE COMMENSURATE WITH THE REFERENCED STANDARDS. p 11: FORM, FABRICATE,AND INSTALL SHEET METAL SO AS TO D V 2 X 8 D.F. COLLAR ADEQUATELY PROVIDE FOR EXPANSION AND CONTRACTION IN THE W TIES N0.2 16"OC � FINISHED WORK. BOTTOM OF 2 X 12 D.F. 2 X 12 D.F. 12: PROVIDE AND INSTALL FLASHING AROUND ALL WINDOWS, AND COLLAR TIES TO BE —NO.2 @ 16" ~—NO.2 @ 16" � NEW OPENINGS FOR SKYLIGHTS, CHIMNEYS, ROOF VALLEY AND SET NC HIGHER OC OC EDGES, ETC. ry THEN 15 0"ABOVE 13:ALL EXTERIOR DOOR JAMBS, HEAD AND SILL TO BE (� SUBI LOOK TH EXTERIOR WEATHERING SYSTEM. 4 COA BACK-SIDE OIF FABRICATED SHEET METAL WITH BITUMINOUS 2 X 8 D.F. COLLAR COATING, WHERE REQUIRED TO SEPARATE METALS FROM CORROSIVE Q TIES NO.2 16" OC SUBSTRATES INCLUDING CEMENTITIOUS MATERIALS, WOOD OR OTHER BOTTC M OF ABSORBENT MATERIALS; OR PROVIDE OTHER PERMANENT COLLAR I IES TO BE SEPARATION. E SET NO IGHER 15:ALL ROOF DRAINS AND LEADERS TO HAVE REMOVABLE DOME TYPE E J THEN 15- "ABOVE STRAINER ON TOP. > SUBF OOR 16:ROOF LEADERS TO BE SIZED FOR DRAINAGE AREA OF ROOF BEING J DRAINED WITH A MINIMUM LEADER SIZE OF 3"DIAMETER. J 17:FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 O GAGE [0.105 INCH ) SHANK WITH A MINIMUM 3/8-INCH DIAMETER HEAD,ASTM F '"� U 1667,OF A LENGTH TO PENETRATE THROUGH THE Lu J ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH INTO THE ROOF SHEATHING. N > 18:WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH 'vL I THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. x ¢ 19:ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED a O BY THE MANUFACTURER APPROVED INSTALLATION F c i w INSTRUCTIONS, BUT NOT LESS THATN THAN FOUR FASTENERS PER STRIP SHINGLE OR U TWO FASTENERS PER INDIVIDUAL SHINGLE. U 20:WHERE THE ROOF SLOPE EXCEEDS 21 UNITS VERTICAL IN 12 UNITS HORIZONTAL o (21.12),SINGLES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES m ICE BARRIER HA L APPROVED INSTALLATION # REVISION DATE BE FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, z x MINERAL-SURFACE ROLL ROOFING,SLATE, AND O SLATE-TYPE SHINGLES,WOOD SHINGLES AND WOOD SHAKES. _ I - E _,,%__ __ '`^ 1 1 C 1 21:THE ICE BARRIER SHALL BE'GRACE ICE&WATER SHIELD SELF-ADHERED ROOFING `t " • '':'' Fly''. ! ( ', 1:171 OW p UNDERLAYMENT' BY GRACE OR APPROVED EQUAL. ? INSTALLED PER MANUFACTURES INSTRUCTIONS �P-1 w 22:THE ICE BARRIER SHALL EXTEND FROM THE LOWEST EDGES OF ALL ROOF G �� m -� SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE G 0 EXTERIOR WALL LINE OF THE BUILDING. 0`1 O z O, - 23:THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 INCHES MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE ��O BUILDING. O 1 +N OL p 24: FLASHING TO BE 0.04 ALUMINUM MIN. UNLESS OTHERWISE NOTED 25:ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER 26:FLASHING TO EXTEND MIN.8"UNDER SHINGLES AND UP VERTICAL FACE OF BRICK �1r0 IF APPLICABLE. 27:PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 INCH MINIMUM O`Fo AND TO RUN BETWEEN BRICK AND UP INTERIOR VERTICAL FACE 1 INCH MINIMUM. IF APPLICABLE H �f o @ U o @ U � @.a U 28: PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE CONDITIONS, LAP ^ cy0 � Cq0 - CN. 0 INTO GUTTER H ui �0 N Oz N Z N Q 29:WHERE SKYLIGHTS IN CATHEDRAL CEILINGS BLOCK THE CONTINUOUS AIR PASSAGE, NOTCH 1 INCH HOLES IN THE CRIPPLE N O RAFTERS ABOVE AND BELOW THE SKYLIGHT TO PROVIDE AN AIR CHANNEL INTO BRED qRC N 0 Cz O ¢ UO J O ADJOINING RAFTER BAYS. W• JOyA- J ;0 J ;D J ;0 a 'Y O U ^ NON-BEARING 1 3/4"X 14"2.0E MICROLLAM LVL OU ^ U o O o O 00 SOLAR PANEL/SOLAR ROOFING: co z z _ _ _ `I' x N w x 01: GENERAL CONTRACTOR TO DISCUSS WITH OWNER PREFERENCES OF SOLAR N I-- F y0 I-- N ~ PANELS /SOLAR ROOF SHINGLES (SUCH AS TIMBERLINE SOLAR HDZ) �44866 p J J r= N N o Q �P� `�-f- 02:PRIOR TO PURCHASE AND INSTALLATION, CONTRACTOR TO DISCUSS WITH p s J4``z LLo f? BUILDING DEPARTMENT TO ENSURE COMPLIANCE WITH ANY/ALL APPLICABLE O� o Q� z ¢ O oU CODES AND ORDINANCES BRIAN JOHNS �O� O o N O ')'p U �O� U o j N CN O �'p 03:SOLAR PANEL/SOLAR ROOFING TO BE INSTALLED BY A LICENSED • z N -' N O �p N O � Q• z N J x CD PROFESSIONAL SPECIFICALLY TRAINED FOR THE INSTALLATION REGISTERED ARCHITECT N � O ¢ 2 Q L� X _o Oo ��O' Q 2 Q L 04:IF OWNERS CHOOSE TO NOT USE SOLAR PANELS/SOLAR ROOFING SYSTEM, rl m x ��9� N m x O `q� THE CONTRACTOR SHALL DISCUSS THE OPTION TO HAVE A"SOLAR READY" z �. � Z v i ROOF FOR FUTURE INSTALLATION I OA N N O U RESIDENCE O M L) O M FEET] x d' 2 X 6 D.F. COLLAR 2 X 6 D.F COLLAR ADDITION 8L INTERIOR ALTERATIONS K TIES N0.2 16"OC � � TIES NO.2 @ 16"OC E—E"oIAMeTER—� I NYS BUILDING STANDARDS AND K CODE REQUIREMENT: 2 X 10 D.F; 2 X 10 D. AGE CONTENTS: ; ,, E %; 2 X 10 D.F.D.F; � � 2 X 10 D.F.D.F; � 1 NO.2 @ 16 NO.2 @ 16 NO.2 @ 16 NO.2 @ 16 11 CONTRACTOR TO TAKE NOTICE THAT THE OC OC OC OC SYMBOL ILLUSTRATED MUST BE AFFIXED TO Roof Plan THE ELECTRIC METER BOX OF A RESIDENTIAL STRUCTURE THAT HAS BEEN .. CONSTRUCTED,ADDED TO OR �„ 7121 REHABILITATED USING TRUSS TYPE, � �� a a:�... arnORe PRE-ENGINEERED WOOD OR TIMBER APPLICATION NUMBER: —.h...w.y ""--ti_.. r,yvw•v CONSTRUCTION.THE PROPERTY OWNER .ecll..aaz m w.ea"Y" OESIONATION FOR STRUCTURAL L COMPONENTSTHATAREOF SHALL BE RESPONSIBLE FOR MAINTAINING L REVIEWED BY: BJ,RA TRUSS TYPE CONSTRUCTION r " a a•..:wo::..!_ THE SYMBOL AND SHALL REPLACE THE "R" "°°""'"'"° SYMBOL IF IT IS REMOVED, DAMAGED, ��!�►�� fLOOIAR"ROOFfRAM1R0 FADES OR WORN. PROJECT NO. : 24111 SHEET NUMBER STANDAi;.,1 ANU CUuCS Pro posed Roof Plan : i " = 1 '-O" p 4 A . " •� START DATE: 01 02 03 04 05 06 07 08 09 10 1 1 12 13 14 15 SCALE AS NOTED ee 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 TYPICAL POST # SPECIFICATION WOOD,PLASTICS,AND COMPOSITE: TYPICAL ALL WINDOWS TO BE"OPPEIN"COASTAL LINE DOOR SIZE A.LUMBER GRADE:AMERICAN SOFTWOOD LUMBER STANDARD WINDOW DOOR DOOR # (WIDTH X HEIGHT) LOCATION DESCRIPTION POST 0-01 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL GRADING SHALL COMPLY WITH DOC PS 20-70 AND APPLICABLE WESTERN WOOD TAG WINDOW SIZE TAG PRODUCTS ASSOCIATION STANDARDS. WIDTIH X HEIGHT DESCRIPTION 1.ALL LUMBER SHALL BE,UNLESS OTHERWISE NOTED,NO.2 GRADE.DOUGLAS WINDOW # ( ) HEAD HEIGHT 1_02 0-Ol 3'0"X6'8" BASEMENT LEFT HANDED- EXTERIOR POST 0-02 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL FIR-LARCH WITH THE FOLLOWING MINIMUM STRUCTURAL VALUES. A "18 1-01 2'6"X77 7'-3"ABOVE FINISH FLOOR CASEMENT-TEMPERED - EGRESS A.EXTREME FIBER BENDING STRESS: 2 X &WIDER,FB 875 PSI 0-02 2'6"X6'8" BASEMENT LEFT HANDED B.POST 1-01 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL C.HORIZONTALMPRESION PERPENDICULAR I 95 CULA A Brian Johnson, Lead Architect C.COMPRESSION PERPENDICULAR TO GRAIN: FCL=625 PSI 1-02 76"X770" 7'-3"ABOVE FINISH FLOOR CASEMENT-TEMPERED - EGRESS D.COMPRESSION PARALLEL TO GRAIN: FC =1300 PSI 0-03 1'6"X6'8" BASEMENT RIGHT HANDED- EXISTING POST 1-02 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL E.MODULUS OF ELASTICITY: E= 1,600,000 PSI Brian@AmericanaArchitects.com 1-03 4'6"X70" 7'-3"ABOVE FINISH FLOOR FIXED-TEMPERED F.MOISTURE CONTENT: 19%MAXIMUM. 516.242.5272 0-04 3'0"X6'8" BASEMENT RIGHT HANDED- EXISTING 2.OTHER SPECIES MAY BE USED PROVIDED SUBSTITUTED SPECIES SHALL MEET OR POST 1-03 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL EXCEED REQUIREMENTS NOTED ABOVE. /Vww.AmericanaArchitects.Com 1-04 5'6"X770" 7'-3"ABOVE FINISH FLOOR FIXED-TEMPERED 1-01 50"X68" FIRST FLOOR TWIN SWING- CLOSET DOORS 3.MOISTURE CONTENT:ALL LUMBER 4"AND DEEPER SHALL HAVE MOISTURE CONTENT PO BOX #58 Bethpage, NY 1 1714 POST 1-04 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL NOT GREATER THAN 13%,AIR DRIED LUMBER IS DESIRED BUT NOT NECESSARY.LUMBER 5' 1-05 10'0"X(4'0" 7'-3"ABOVE FINISH FLOOR FOUR PANEL SLIDING WINDOWS-TEMPERED MAY BE KILN DRIED,HOWEVER DRYING PROCESS MUST BE SLOW AND REGULATED TO 1-02 0"X6'8" FIRST FLOOR TWIN SWING- CLOSET DOORS POST 1-OS 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL CAUSE A MINIMUM AMOUNT OF CHECKING,COMPARABLE WITH AIR DRIED STOCK. 4.ALL EXTERIOR LUMBER AND LUMBER IN CONTACT WITH MASONRY OR CONCRETE 1-06 2'6"Xz4'0" 7'-3"ABOVE FINISH FLOOR FIXED 1-03 1'4"X6'8" FIRST FLOOR RIGHT HANDED-CLOSET DOOR SHALL BE PRESSURE PRESERVATIVE TREATED IN ACCORDANCE WITH AF&PA POST 1-06 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL STANDARDS AND STAMPED"GROUND CONTACT0.40 LBS/CUBIC FOOT'. 1-07 2'6"X7'0" 7'-3"ABOVE FINISH FLOOR FIXED-TEMPERED 5.GRADE STAMPS SHALL APPEAR ON ALL LUMBER. B 1-04 2'4"X6'8" FIRST FLOOR LEFT HANDED POST1-07 51/4"X51/4" 1.8EPARALLAM@PSL 6.STORE ALL LUMBER ABOVE GRADE AND PROTECT FROM EXPOSURE TO WEATHER. B © americana architect, p.c. B.FLITCH BEAMS: 1-08 2'6"X770" 7-3"ABOVE FINISH FLOOR FIXED-TEMPERED 1-05 57X6'$" FIRST FLOOR TWIN SWING- CLOSET DOORS 1.FLITCH BEAMS SHALL HAVE A MINIMUM FIB= 15000,E=11.4 WITH 1/2"BOLTS POST 1-08 5 1/4"X 5 1/4" 1.8E PA RALLAMO PSL LOCATED NOT CLOSER THAN 2"FROM THE TOP AND BOTTOM EDGE UNLESS 1-09 2'6"X7'0" 7'-3"ABOVE FINISH FLOOR FIXED-TEMPERED OTHERWISE NOTED.THERE SHALL BE A BOLT TOP AND BOTTOM 7'FROM EACH END 1-06 2'6"X6'8" FIRST FLOOR RIGHT HANDED POST 1-09 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL (SEE TYPICAL FLITCH PLATE BOLT PATTERN DETAIL). C.JOIST HANGERS: 1-10 2'0"X2'9" 6-8"ABOVE FINISH FLOOR FIXED 1-07 2'6"X6'8" FIRST FLOOR LEFT HANDED 1.ALL PURLINS,JOISTS AND BEAMS NOT FRAMED OVER SUPPORTING MEMBERS SHALL POST 1-10 5 1/4"X 5 1/4" 1.8E PARALLAMO PSL BE SUPPORTED. 1-11 2'0"X�'9" 6-8"ABOVE FINISH FLOOR FIXED 2.JOIST HANGERS SHALL BE PRIME QUALITY STEEL WHICH CONFORMS TO ASTM-A525, 1-08 5'0"X6'8" FIRST FLOOR TWIN SWING- CLOSET DOORS POST 1-1 1 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL MIN.22 GAUGE.PRODUCTS ACCEPTABLE SHALL BE SIMPSON,KANT-SAG,OR EQUIVALENT. 1-12 5'0"X50" 6-8"ABOVE FINISH FLOOR CASEMENT-TEMPERED-EGRESS 1-09 2'0"X6'8" FIRST FLOOR LEFT HANDED- EXISTING D.BOLTS IN WOOD FRAMING: POST 1-12 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL 1.ALL BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS WITH 1-13 5'0"X;5'0" 6-8"ABOVE FINISH FLOOR CASEMENT-TEMPERED-EGRESS STANDARD MALLEABLE IRON WASHERS OR STEEL PLATE WASHERS. 1-10 2'6"X6'8" FIRST FLOOR LEFT HANDED POST 1-13 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL 2.STEEL PLATE WASHER SIZES SHALL BE AS FOLLOWS: C A.1/2"AND 5/8"DIAM.BOLTS-2-1/4"SQ.X 5/16" 1-14 2'9"X60" 6-8"ABOVE FINISH FLOOR CASEMENT-TEMPERED-EGRESS 1-11 4'0"X6'8" FIRST FLOOR SLIDING-CLOSET DOORS- EXISTING B.3/4"DIA.BOLTS-2-5/8"SQ.X 5/16". POST 1-14 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL 3.EACH BOLT HOLE IN WOOD SHALL BE DRILLED 1/16"LARGER THAN DIAMETER OF 1-15 2'9"X610" 6-8"ABOVE FINISH FLOOR CASEMENT-TEMPERED-EGRESS BOLT' 1-12 2-6"X6'8" FIRST FLOOR RIGHT HANDED- EXISTING POST 1-15 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL 4.FOR SILL ANCHORS,SEE TYPICAL DETAILS ON ARCHITECTURAL DRAWINGS. E.LAG BOLTS: 1-16 2'6"X60" 6-8"ABOVE FINISH FLOOR CASEMENT-TEMPERED-EGRESS 1-13 2'6"X6'8" FIRST FLOOR LEFT HANDED-EXISTING 1.SHALL BE OF STRUCTURAL GRADE STEEL. POST 1-16 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL 2.WASHERS SHALL BE PLACED UNDER THE HEAD OF LAG BOLTS BEARING ON WOOD. 1-17 2'6"X167 6-8"ABOVE FINISH FLOOR CASEMENT-TEMPERED-EGRESS LENGTH OF LAG BOLTS SHALL BE MINIMUM 2/3 DEPTH OF MEMBERS BEING BOLTED 1-14 2'6"X6'8" FIRST FLOOR LEFT HANDED- EXISTING POST 1-17 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL TOGETHER. F.ALTERING STRUCTURAL MEMBERS: 1-18 2'6"X2'0" 6-8"ABOVE FINISH FLOOR AWNING-TEMPERED 1-15 2'0"X6'8" FIRST FLOOR LEFT HANDED 1.NO STRUCTURAL MEMBER SHALL BE OMITTED,NOTCHED,CUT,BLOCKED OUT OR POST 3-01 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL RELOCATED WITHOUT PRIOR APPROVAL BY THE ENGINEER,DO NOT ALTER SIZES OF CA 2-01 8'6"X£8'0" 17' V J 1-16 5'0"X6'8" FIRST FLOOR TWIN SWING- CLOSET DOORS POST 3-02 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL G.BUILT-UP BEAMS: 1.BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 2 X MEMBERS SHALL BE D 2-02 11'0"X36" 17-0"ABOVE FINISH FLOOR TEMPERED- FIXED-SEE ELEVATION 1-17 1'4768" FIRST FLOOR LEFT HANDED-CLOSET DOOR INTERCONNECTED AS FOLLOWS: D POST 3-03 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL A.MEMBERS 9-1/4"AND LESS IN DEPTH: GLUE AND INTERNAIL W/2 ROWS 16D NAILS W 2-03 8'6"X8'0" 17'-0"ABOVE FINISH FLOOR CUSTOM SHAPE-TEMPERED-FIXED-SEE ELEVATION AT 12"O.C.STAGGERED. 1-18 6'0"X6'$" FIRST FLOOR 3'0" LEFT HANDED ENTRY WITTH SIDELITES B.MEMBERS GREATER THAN 9-1/4"IN DEPTH OR MULTIPLE 3 X MEMBERS THROUGH POST 4-01 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL BOLT WITH 1/2"DIAMETER MACHINE BOLTS AT 24"O.C.STAGGERED. _ T 3-01 7'6"X,4'6" 7'-7 "ABOVE FINISH FLOOR FIXED H.CUTTING OF BEAMS,JOIST AND RAFTERS: 1-19 12'0"X8'0" FIRST FLOOR-GARAGE OVERHEAD GARAGE DOOR 5 1/4"X 5 1/4" 1.8E PARALLAMO PSL 1.CUTTING OF WOOD BEAMS,JOISTS AND RAFTERS SHALL BE LIMITED TO CUTS AND = POST 4-02 EXTERIOR GRADE BORED HOLES NOT DEEPER THAN 1/6 THE DEPTH OF THE MEMBER AND SHALL NOT BE 3-02 1'6"X111'6" 12'-3"ABOVE FINISH FLOOR FIXED-TEMPERED (, 1-20 3'0"X6'8" FIRST FLOOR-GARAGE RIGHT HANDED 5 1/4"X 5 1/4" 1.8E PARALLAM@ PSL LOCATED IN THE MIDDLE OF 1/3 OF THE SPAN.NOTCH DEPTH OF THE ENDS AT THE POST 4-03 EXTERIOR GRADE MEMBER SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER.HOLES BORED OR OUT 3-03 4'0"X,4'0" 12'-0"ABOVE FINISH FLOOR CUSTOM SHAPE-TEMPERED-FIXED-SEE ELEVATION INTO JOIST SHALL NOT BE CLOSER THAN 2 INCHES TO THE TIP OR BOTTOM OF THE 1-21 2'4"X6'8" FIRST FLOOR RIGHT HANDED JOISTS AND THE DIAMETER OF THE HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST,THE TENSION SIDE OF BEAMS,JOISTS AND RAFTERS OF 4 INCHES OR GREATER ALL HEADERS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED IN PLANS: 1-22 3'0"X6'8" FIRST FLOOR RIGHT HANDED- EXTERIOR NOMINAL THICKNESS SHALL NOT BE NOTCHED,EXCEPT AT ENDS OF MEMBERS. (2) 2x6 @ SPANS UP'TO 4'-0" 1.PIPES IN STUD BEARING NAILS OR SHEAR NAILS: (2) 2x8 @ SPANS 4'-11"TO 5-0" 1.NOTCHES OR BORED HOLES TO STUDS OF BEARING WALLS OR PARTITIONS SHALL E (2) 2x10 @SPANS 5-1"TO 6-0" 1-23 2'4"X6'8" FIRST FLOOR POCKET DOOR NOT BE MORE THAN 1/3 THE DEPTH OF THE STUD. E J.BRIDGING AND BLOCKING: (2) 2x12 @SPANS 6'-1"TO$'-0" 1-24 160"X70" FIRST FLOOR "OPPEIN" FOUR PANEL SLIDING DOOR 1.THERE SHALL BE NOT LESS THAN ONE LINE OF BRIDGING IN EVERY EIGHT FEET OF SPAN IN FLOOR,ATTIC AND ROOF FRAMING.THE BRIDGING SHALL CONSIST OF NOT 1-25 14'9"X7'0" FIRST FLOOR "OPPEIN" FOUR PANEL SLIDING DOOR LESS THAN ONE BY THREE INCH LUMBER DOUBLE NAILED AT EACH END OR OF EQUIVALENT METAL BRACING OF EQUAL RIGIDITY.MIDSPAN BRIDGING IS NOT REQUIRED FOR ATTIC OR ROOF FRAMING WHERE JOIST DEPTH DOES NOT EXCEED BEAM # BEAM SIZE HEIGHT TO BOTTOM OF BEAM 3-01 14'0"X7'6" POOL HOUSE "OPPEIN" FOUR PANEL SLIDING DOOR TWELVE INCHES NOMINAL.BLOCK SOLID AT ALL BEARING SUPPORTS WHERE 1-Ol 3 PIECE(S)I 1 3/4"X 14"2.0E MICROLLAMO LVL $'-6"ABOVE SLAB ADEQUATE LATERAL SUPPORT IS NOT OTHERWISE PROVIDED.BLOCK ALL STUD WALLS +� ( ) AT MAXIMUM INTERVALS OF EIGHT FEET WITH MINIMUM OF 2 X SOLID MATERIAL WITH 3-02 2'2"X6'8" POOL HOUSE LEFT HANDED TIGHT JOINTS. PROVIDE 2 X FIRESTOPS AT MID-POINT VERTICALLY OF STUD WALL. 1-02 3 PIECE(S)) 1 3/4"X 14"2.0E MICROLLAMO LVL 8'-0 3/4"ABOVE SUBFLOOR BRIDGING AS REQUIRED BY FLOOR TRUSS MANUFACTURER'S PRINTED INSTRUCTIONS. K.HEADERSCHEDULE: 1-03 3 PIECE(S)) 1 3/4"X 14"2.0E MICROLLAM@ LVL 8'-0 3/4"ABOVE SUBFLOOR 1.UNLESS OTHERWISE SHOWN, PROVIDE 1 HEADER WITH 6"MINIMUM BEARING FOR EACH 4"OF WALL THICKNESS. 2.HEADER SCHEDULE: F 1-04 3 PIECE(S)I 1 3/4"X 14"2.0E MICROLLAMO LVL 7-3"ABOVE SUBFLOOR SPAN SIZE OF MEMBER UP TO F 4'-0" (2)2X6 1-05 3 PIECE(S)I 1 3/4"X 14"2.0E MICROLLAM@ LVL 7-3"ABOVE SUBFLOOR 5'-1"TO 6-0" (2)2X810 6'-1"TO 8'-0" (2)2X12 1-06 3 PIECE(S) 1 3/4"X 14"2.0E MICROLLAMO LVL 7'-3"ABOVE SUBFLOOR L.PLYWOOD: 1.ALL PLYWOOD SHALL BE DOUG FIR OR EQUAL. IT SHALL BE MANUFACTURED AND # REVISION DATE 1-07 3 PIECE(S)) 1 3/4"X 14"2.0E MICROLLAM@ LVL 7-3"ABOVE SUBFLOOR GRADED IN ACCORDANCE WITH GUIDE FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD 2.EACH PLYWOOD SHEET SHALL BEAR THE"APA"TRADEMARK. 1-08 3 PIECE(S)) 1 3/4"X 14"2.0E MICROLLAM@ LVL 8'-0 3/4"ABOVE SUBFLOOR 3.ALL END JOINTS SHALL BE STAGGERED AND SHALL BUTT ALONG THE CENTER LINES OF FRAMING MEMBERS. 1-09 2 PIECE(S)I 1 3/4"X 14"2.0E MICROLLAM@ LVL 8'-0 3/4"ABOVE SUBFLOOR 4.THE FACE GRAIN OF THE PLYWOOD SHALL BE LAID AT RIGHT ANGLES TO THE JOISTS AND TRUSSES AND PARALLEL TO THE STUDS. 5.NAILS SHALL BE PLACED 3/8"MINIMUM FROM THE EDGE OF THE SHEETS.THE MINIMUM NAIL PENETRATION INTO FRAMING MEMBERS SHALL BE 1 1/2"FOR BID NAILS AND 1 3/8"FOR IOD NAILS. r. 1-10 2 PIECE(S)) 2 X 8 DF N0.2 $'-0 3/4"ABOVE SUBFLOOR 6.ALL FLOORS SHALL BE NAILED AS PER NAILING SCHEDULE. G V 1-11 3 PIECE(S)I 1 3/4"X 9 1/4"2.0E MICROLLAM@ LVL 1 1'-1 1/4"ABOVE SUBFLOOR M.CORNER BRACING: 1.UNLESS OTHERWISE NOTED,BRACE EXTERIOR CORNERS OF BUILDING WITH 1 X 4 2-01 3 PIECE(S)I 1 3/4"X 9 1/4"2.0E MICROLLAM@ LVL 17'-8"ABOVE SUBFLOOR DIAGONALS,LET INTO STUDS,OR WITH 4 X 8 PLYWOOD SHEET OF THICKNESS TO MATCH THAT OF SHEATHING,OR WITH METAL STRAP DEVICES INSTALLED IN 3-01 2 PIECE(S)I 1 3/4"X 16"2.0E MICROLLAM@ LVL 13'-9 1/4"ABOVE SLAB ACCORDANCE NAILING SCHEDULE. N.NAILING: 1.ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN WFCM,(SEE ATTACHED 3-02 3 PIECE(S)I 1 3/4"X 9 1/4"2.0E MICROLLAM@ LVL 7'-8 3/4"ABOVE SLAB SCHEDULE)AND ALL STATE AND LOCAL BUILDING CODES,OR MANUFACTURER'S RECOMMENDATIONS. O.FIRE STOPPING: 3-03 3 PIECE(S)I 1 3/4"X 9 1/4"2.0E MICROLLAM@ LVL 7'-8 3/4"ABOVE SLAB 1.FIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL)WITH 2"NOMINAL LUMBER OR 2 3-04 3 PIECE(S)) 1 3/4"X 9 1/4"2.0E MICROLLAMO LVL 7-7 3/4"ABOVE SLAB THICKNESSES OF 1"NOMINAL LUMBER WITH BROKEN LAP JOINTS OR OTHER APPROVED MATERIAL. P.ALIGNMENT:H 3-05 3 PIECE(S)) 1 3/4"X 9 1/4"2.0E MICROLLAM@ LVL 12'-3"ABOVE SLAB 1.ALL RAFTERS AND JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX H 1 3/4"X 9 1/4"2.0E MICROLLAM@ LVL (3) INCHES AND BE NAILED TOGETHER WITH MIN.(3) 10D FACE NAILS.((SEE 3 PIECE(S)) 4-Ol SEE SHEET H-1 PERGOLA ATTACHED NAILING SCHEDULE FOR SUPERCEDING REQUIREMENTS) EXTERIOR GRADE 2.WHEN FRAMING END TO END JOISTS SHALL BE SECURED TOGETHER BY METAL 3 PIECE(S)) 1 3/4"X 9 1/4"2.0E MICROLLAMO LVL STRAPS. aED AR EXTERIOR GRADE 1.GENERAL: 4-02 SEE SHEET H-1 PERGOLA Q.PARTITIONS: �(�G C A.PROVIDE SOLID BLOCKING AT 4'-0"O.C.BETWEEN THE JOIST AND FIRST INTERIOR PARALLEL JOIST. B.SPLICES OF THE TOP AND BOTTOM PORTION OF DOUBLE TOP PLATES MUST BE STAGGERED A MINIMUM OF 4'-0". AS PER SECTION R302.9.1 WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD 06:APPLY WALLBOARD WITH THE LONG DIMENSIONS PERPENDICULAR TO THE SEALANTS AND CAULKING C.SPLICES SHALL OCCUR ONLY DIRECTLY OVER STUDS. CLASSIFICATION OF NOT GREATER TH/AN 200 AND A SMOKE-DEVELOPED INDEX OF FRAMING MEMBERS. 01:ALL CAULKING COMPOUND UNLESS OTHERWISE NOTED,TO BE G.E. SILICONE D.STRUCTURAL VARIATIONS ARE ALLOWED IF SUBSTANTIATED BY ENGINEERING CALCULATIONS. STAMPED BY PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN NOT GREATER THAN 450. 07: INSTALL 5/8"TYPE"X"GYPSUM BOARD (FIRE RETARDANT) ON ALL WALLS AND NON-STAINING/NON-SAGGING. COLOR TO MATCH ADJACENT MATERIAL. THE JURISDICTION WHERE CONSTRUCTION IS TAKING PLACE. ONE SET OF 044866 y0� J GYPSUM WALL BOARD CEILINGS IN GARAGE AND MECHANICAL SPACES. CAULKING IN CONJUNCTION WITH NEOPRENE ROOFING TO BE BUTYL TYPE, CO NSTRUCTION.NSTO BE PROVIDED TO ENGINEER FOR APPROVAL PRIOR TO J �`OF Nl 01: INTERIOR WALLS AND CEILINGS SHALL BE MIN.5/8"GYPSUM WALL BOARD,TAPED PAINTING 02: PREFORMED SUPPORT STRIPS FOR CERAMIC TILE CONTROL JOINT AND AND GIVEN THREE COATS OF SPACKLIE, LEFT IN POLISHED CONDITION TO BE 01:ALL WALLS AND CEILINGS TO BE PREPARED FOR SEMI-GLOSS PAINT, UNLESS EXPANSION JOINT WORK-USE POLYISOBUTYLENE OR POLYCHLOROPREINE E.LAP TOP PLATES AT CORNERS AND FLINTOOR MORE: JOHNS 2.BEARING WALLS SUPPORTING ONE FLOOR OR MORE: B R I A N INSPECTED BY OWNER BEFORE AND AIFTER FIRST COAT OF PAINT. ALL GYPSUM WALL OTHERWISE NOTED OR DIRECTED BY OWNER/INTERIOR DESIGNER. RUBBER. A.PARTITIONS MUST BE CONSTRUCTED of MINIMUM 2 X 4 STUDS SPACED ts'O.C. BOARD JOINTS TO BE STAGGERED.ALL EXPOSED JOINTS TO BE TAPED AND COVERED 02: PRIMING: 03:THOROUGHLY AND COMPLETELY MASK JOINTS WHERE APPEARANCE OF OF TYPE LUMBER SPECIFIED. SMOOTH WITH JOINT COMPOUND. PROVIDE ALL NECESSARY CORNER BEADS,STOPS, `. -LATEX QUICKLY DRY PRIME SEAL 201 ON PLASTER AND/OR DRYWALL. (VERIFY ;" SEALANT ON ADJACENT SURFACES WOULD BE OBJECTIONABLE. SHALL A DOUBLE TOP PLATE of OVER THAN BELOW W BE 3I x W IS USED,FLOOR JOISTS SHALL BE CENTERED DIRECTLY OVER AND BELOW BEARING WALL STUDS WITH A REGISTERED ARCHITECT EDGE TRIM, CASING BEADS, AND SIMILAR TRIM AS All WALLBOARD SURFACES. NEW ANY LATEX ALLERGIES WITH OWNER PRIOR TO USE) 04: INSTALL SEALANT IN STRICT ACCORDANCE WITH THE MANUFACTURERS TOLERANCE OF NO MORE THAN 1"UNLESS SUBSTANTIATED BY ENGINEERING AND EXISTING SURFACES SHALL HAVE DEPRESSIONS FILLED SMOOTH,OPENINGS AND -ALKYD PRIMER SEALER 100 ON NEW WOOD. RECOMMENDATIONS OR ACCEPTABLE PRACTICES,THOROUGHLY FILLIMG CALCULATIONS. HOLES PATCHED FLUSH,SPACKLED AND SANDED AND OTHERWISE LEFT READY AND 03:A PRIMER COAT AND TWO FINISH COATS OF PAINT SHALL BE APPLIED. JOINTS TO THE RECOMMENDED DEPTH. C.BEARING STUD WALLS MUST BE SHEATHED WITH A MINIMUM 1/2"GYPsuM BOARD MANUFACTURER RECOMMENDATION. ACCEPTABLE FOR PAINTING AND FINISHING. REFER TO FINISH PLANS FOR JOB 04: EGGSHELL, FLAT AND/OR SEMI-GLOSS FINISH (TO BE DETERMINED), LATEX FASTENED ACCORDING TO DRYWALL MANUFA I OA N N O U RESIDENCE SPECIFIC DETAILS. PAINT TO BE OF BENJAMIN MOORE OR AN APPROVED EQUAL. (VERIFY ANY LATEX LOW VOLTAGE WIRING/I.T. NOTES: 02: PROVIDE AND INSTALL"BUTTBOARD" DRYWALL BACKER AS MANUFACTURED ALLERGIES WITH OWNER PRIOR TO USE) 01: GENERAL CONTRACTOR TO DISCUSS WITH OWNER LOCATIONS OF SIECURITY BY TRIM-TEX AT DRYWALL JOINTS IF REQUIRED.ALL GYPSUM BOARD JOINTS SHALL BE 05: REMOVE REMOVABLE ITEMS WHICH ARE NOT TO BE PAINTED, OR PROVIDE CAMERAS {INTERIOR AND/OR EXTERIOR) AND WIRE ACCORDINGLY ADDITION 8, INTERIOR ALTERATIONS LOCATED IN THE CENTER OF STUDS. SURFACE APPLIED PROTECTION OR COVERING PRIOR TO BEGINNING PAINTING. K 02: GENERAL CONTRACTOR TO DISCUSS WITH OWNER SPECIFIC NEEDS FOR CAT 6 K 03: BACKUP SHOWER TILE WITH CEMENT BOARD. 06:SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE AND MUST BE FILLED, CABLE (ETHERNET) CABLING IN OFFICES,GAMING ROOMS, LIVING ROOMS, 04: PROVIDE CROSS BRACING BETWEEN STUDS IN PIPE CHASES. BRACING SHALL PATCHED AND SANDED SMOOTH OR BE REDONE. BEDROOMS, OUTDOOR TELEVISION/MOVIE AREA, GARAGE,DOORBELL„ ETC. BE CUT FROM 5/8"WALLBOARD INTO PIECES NOT SMALLER THAN 12 INCHES 07:CEILING FAINT TO BE FLAT FINISH UNLESS OTHERWISE SPECIFIED. 03: DEDICATED MEDIA CLOSET TO BE INSTALLED AS PER PLANS AND SERVE AS A HUB PAGE CONTENTS: WIDE BY CHASE WIDTH,AND SHALL BE:SCREW ATTACHED AT QUARTER POINTS TILE FINISH FOR ROUTER AND LOW VOLTAGE EQUIPMENT.IN THE STUD HEIGHT WITH SCREWS 8"O.C., MINIMUM THREE (3) SCREWS PER 01:STONE SADDLES SHALL BE USED AT TOILET/BATH ENTRANCES. Schedule Sheet a n d BRACE PER STUD WEB. 02:ALL TILE/MARBLE INTERSECTIONS AND RETURNS SHALL BE AS FORMED. ALL SMOKE/CARBON MONOXIDE: 05: APPLY WALLBOARD WITH THE REVERSE SIDE AGAINST THE FRAMING CUTTING AND DRILLING SHALL BE NEATLY DONE WITHOUT MARRING TILE. ALL CUT CONTRACTOR TO INSTALL DETECTORS COMPLYING WITH NEW YORK ST/ATE AND Notes MEMBERS OR WALL,AND WITH THE SEPARATE BOARDS IN MODERATE EDGES SHALL BE CAREFULLY GROUND AND JOINTED. LOCAL GOVERNING CODES.SMOKE/CARBON MONOXIDE ALARMS TO IBE CONTACT. IN NO CASE SHALL BOARDS BE FORCED INTO PLACE.AT ALL 03: NEW TILE/MARBLE FOR TOILET/BATH AREA TO BE INSTALLED PER LATEST INSTALLED: INTERIOR AND EXTERIOR CORNERS, CONCEAL THE CUT EDGES Of THE SUGGESTED METHOD OF THE HANDBOOK FOR CERAMIC TILE INSTALLATION. 01: IN EACH SLEEPING ROOM APPLICATION NUMBER: BOARDS BY OVERLAPPING THEM WITHI THE ABUTTING BOARDS.STAGGER THE MUD BASE FOR FLOORING MUD BASE/THIN SET WALLS. 02: OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS BOARDS SO THAT THE CORNERS OF ANY FOUR (4) BOARDS WILL NOT MEET 04:WOOD STUD PARTITIONS TO RECEIVE MARBLE OR TILE TO BE SPACED @ 12" 03:ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEM1ENTS. L AT THE SAME POINT. VERTICAL JOINTS:SHALL NOT OCCUR ON THE SAME STUD O.C. IN LIEU OF 16"O.C. 04:SMOKE ALARM TO BE INTERCONNECTED IN SUCH A MANNER THAT T'HE L REVIEWED BY: BJ,RA ON BOTH SIDES OF A PARTITION.APPLY WALLBOARD IN SUCH LENGTHS AS 05:MARBLE THAT IS INSTALLED ON SHOWER FLOORS IS TO HAVE EITHER RIBBED ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL WILL RESULT IN A MINIMUM Of JOINTS. SAND ANY BURRED EDGES Of OR HONED FINISH. NOTE THAT NO SPLIT TILES WILL BE PERMITTED UNIT.THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER PROJECT NO. : 241 1 1 SHEET NUMBER WALLBOARD SMOOTH BEFORE APPLICATION. CUT DAMAGED EDGES BACK 06:TILE AT ELECTRIC OUTLETS, PLUMBING PIPES, FIXTURES/ FITTINGS SHALL FIT BACKGROUND NOISE LEVELS WITH ALL THE INTERVENING DOORS CLOSE:D. NEATLY TO SOUND BOARD. CLOSELY,SO THAT PLATES, COLLARS OR COVERINGS WILL OVERLAP THE TILE. 05: CO DETECTOR MUST PROVIDE DIFFERENT SOUND THAN SMOKE DETECTOR. :e START DATE: ' t x .y i t ee� v . , - .. ��.. _ :,. .. -.k u_ .�Ls,Y.._..-.._ __.xuurutuws.. - s' •su� - -stI -_ au„a..«-.uYos:' -- - "�'-"" .'�-•:5:"a-"'s• "ram. __ �` 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED ■ 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 A A Brian Johnson, Lead Architect Brian@AmericanaArchitects.com O 516.242.5272 www.AmericanaArchitects.com ElPO BOX #58 Bethpage, NY 11714 B > B C americana architect, p.c. REffin Iffi::IIENE41 C 00 C V)X D D 0 Existing North Elevation : 111' 1 1-0 11 _117 4 T 01 E ...... . ... ......%1.7.. .................. E ... ...... . ... .......... ............................... ........... ... ............. .................. .... .......................... ......... ... ....... ............. ............. ... ........ .......... ......... ... ..... ..... ... ........ ............................................ ................ ................... ........................................................ F "NOTE TO FRAMER/CONTRACTOR* F REGARDLESS OF ROOF PITCH OR DIMENSIONS SHOWN,THE ACTUAL HEIGHT OF THE HIGHEST ROOF RIDGE SHALL MOT EXCEED THE MAXIMUM ALLOWABLE HEIGHT ESTABLISHED BY THE TOWN OF SOUTHOLD REQUIREMENTS AND AS NOTED ON T-HE DRAWINGS.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES TO MAXIMUM HEIGHT PROPOSED CHIMNEY AND CAP EXISTS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD MEASUREMENTS REGARDING THESE HEIGHTS. R 1003.9 TERMINATION. # REVISION DATE CHIMNEYS SHALL EXTEND NOT LESS THAN 2 FEET HIGHER THAN ANY TOP OF RIDGE PORTION OF A BUILDING WITHIN 10 FEET, BUT SHALL BE NOT LESS THAN 3 FEET ABOVE PROPOSED ROOF ASSEMBLY THE HIGHEST POINT WHERE THE CHIMNEY Lu CONTRACTOR TO COORDINATE STYLE AND PASSES THROUGH THE ROOF. o FINISH OF METAL WITH OWNER AND INFORM RI 003.9.1 CHIMNEY CAPS. O ARCHITECT PRIOR TO INSTALLATION. j MASONRY CHIMNEYS SHALL HAVE A G G CONTRACTOR SHALL INSTALL ROOFING AS CONCRETE, METAL OR STONE CAP, A DRIP W EDGE AND A CAULKED BOND BREAK > 121 -4— PER MANUFACTURER'S SPECIFICATIONS i2i 2 0 AROUND ANY FLUE LINERS IN co < 4 12 12 12 12 ACCORDANCE WITH ASTM C1283.THE HEAD HEIGHT CONCRETE, METAL OR STONE CAP SHALL O BE SLOPED TO SHED WATER.CHIMNEY TO Lu PROPOSED BUMP-OUT BE RESURFACED AS PER CLIENT'S REQUEST Lu AZEK TRIM TO BE INSTALLED AS PER 0 MANUFACTURER'S SPECIFICATIONS: FASCIA, BARGE BOARD,SOFFIT, SHADOW BOARD EAVE HEIGHT ABOVE GRADE HN PROPOSED AWNING H CONTRACTOR TO FABRICATE ALUMINUM PROPOSED SIDING CLAD AWNING AND SECURELY FASTEN 2-01 SHOU SUGI BAN SIDING BY BRACE TO WALL AS REQUIRED. "NAKAMOTO FORESTRY-GENDAI— SEE DETAIL BELOW WEATHERING STAIN SILVER"INSTALLED �5��W UO�C�'j), AS PER MANUFACTURER'S 7 SPECIFICATIONS, CONTRACTOR TO V) io TOP OF PLATE DISCUSS FINISH STAIN/OIL WITH OWNER HEAD HEIGHT PROPOSED GARAGE DOOR CONTRACTOR TO INSTALL Q © NEW GARAGE DOOR,STYLE 0448rorbo OQ PROPOSED RAILING EXTERIOR GUARDRAIL/HANDRAIL TO SELECTED BY OWNER, AS PER MANUFACTURER'S BEINSTALL D AS PER NYSRC CODE 00 VVV REQUIREMENTS.STYLE AND FINISH TO BESELECTED BY OWNER AND % SPECIFICATIONS.COLOR TO MATCH METAL ROOFING BRIAN JOHNS 1-13 1-12 COORDINATED WITH CONTRACTOR . • : A' : ., w — REGISTERED ARCHITECT TOP OF EXISTING FINISH FIRST FLOOR BOTTOM OF EXISTING JOISTS � ••_: •; � ' . . • • :• �: •'�: : : •. : : � - - IOANNOU RESIDENCE PROPERTY GRADE ADDITION & INTERIOR ALTERATIONS PROPOSED STUCCO FINISH (,GABLE K APPLY STUCCO TO EXTERIOR WALLS AS PER GABLE (,WINDOW K MANUFACTURER'S SPECIFICATIONS. (,'DOOR GARAGE DOOR -CONTRACTOR TO DISCUSS FINAL TEXTURE AND I STOOP < PAGE CONTENTS: COLOR WITH OWNER. Lu PROPOSED MODERN FRONT DOOR (D CONTRACTOR TO INSTALL"REAL CRAFT- NARROW FOUR PANEL GLASS SOLID WOOD EXTERIOR North Elevation MODERN FRONT DOOR WITH SIDELITES"OR i SIMILAR. CONTRACTOR TO DISCUSS PRODUCT WITH OWNER PRIOR TO PURCHASE APPLICATION NUMBER: L L REVIEWED BY: BJ,RA PROJECT NO. : 24111 SHEET NUMBER Proposed North Elevation : 1 '1 11 START DATE: 4 1 1-0 A- ] I SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 12 13 14 15 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 A A Brian Johnson, Lead Architect Brian@AmericanaArchitects.com O 516.242.5272 www.AmericanaArchitects.com -}— PO BOX #58 Bethpage, NY 11714 B n 1 B © americana architect, p.c. W W C • '_ O C V) WF—I I I EDI MW_ U) I— D D U W F- Existing East Elevation : 4" = 1 '-0" _ U CC a E E *NOTE TO FRAMER/CONTRACTOR* REGARDLESS OF ROOF PITCH OR DIMENSIONS SHOWN,THE ACTUAL HEIGHT OF THE HIGHEST ROOF RIDGE SHALL NOT EXCEED ''''`'°"`'`'`" THE MAXIMUM ALLOWABLE HEIGHT ESTABLISHED BY THE TOWN OF SOUTHOLD REQUIREMENTS AND AS NOTED ON THE DRAWINGS.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES TO MAXIMUM HEIGHT F EXISTS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD MEASUREMENTS REGARDING THESE HEIGHTS. F TOP OF MAIN RIDGE # REVISION DATE------- -- -------- ------- ----- ------ -- ---- - PROPOSED ROOF ASSEMBLY 12 12 W CONTRACTOR TO COORDINATE STYLE AND 12D �12 I p FINISH OF METAL WITH OWNER AND INFORM I ARCHITECT PRIOR TO INSTALLATION. j f O I i O CONTRACTOR SHALL INSTALL ROOFING AS G • j PER MANUFACTURER'S SPECIFICATIONS I O TOP OF RIDGE j m I i j W W o PROPOSED PERGOLA SEE PERGOLA SHEET FOR DETAILS TOP OF PERGOLA RIDGE i n1 i , i I I i f I I i # : i I'. � I i , � i I � i I , I , I i iI , 3 9 , I I i H � P , i i i , H .I i I I i i � ty {y I' � ;I I i i } I , � i � € t � i j k • I i ; I � �fS i I l ; C I o �. i , ti i P , I I i I , P, f s ff i , I I , I TOP OF PERGOLA BEAM �I ;' i , WINDOW HEAD HEIGHT i E jLail i I I I l k i I i i II J c�5i° IjjI I i sI ii t, k I, f I 9T F 0 448 6 6 gill IOF E�� O I ,i i I E — �- U I 1 16 i 1-14 BRIAN JOHNS ^� TOP OF EXISTING FINISH FIRST FLOOR ff f j I j REGISTERED ARCHITECT I , 3 N BOTTOM OF EXISTING JOISTS ; I I' i i � , i � � � • � j � - i PROPERTY GRADE OAN N O U RESIDENCE i I I ADDITION & INTERIOR ALTERATIONS K PROPOSED SIDING IK SHOU SUGI BAN SIDING BY"NAKAMOTO FORESTRY- I GENDAI-WEATHERING STAIN SILVER"INSTALLED AS , j I PER MANUFACTURER'S I PAGE CONTENTS: SPECIFICATIONS. CONTRACTOR TO DISCUSS FINISH ' STAIN/OIL WITH OWNER East Elevation i , i - i - r APPLICATION NUMBER: L L REVIEWED BY: BJ,RA PROJECT NO. : 24111 SHEET NUMBER Proposed East Elevation : 4" — 1 '-O" START DATE: 01 02 03 04 05 06 07 08 09 10 1 1 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 A A Brian Johnson, Lead Architect ......................... Brian@AmericanaArchitects.com ............ 516.242.5272 O www.AmericanaArchitects.com PO BOX #58 Bethpage, NY 11714 B B C americana architect, p.c. C C Cn D D oil 1 11111 Existing West Elevation : 111 1 10- 11 4 0 E E S ............ ............................. ........................................................... ............................ .................... ..... ... .... .. ................................... .. ........ ... ............. ... ....... *NOTE TO FRAMER/CONTRACTOR* .I..... ....:=1.-.-.1.-.-.1.-.-.%%1. .. . .......... .. .......... ................................. ................................................................................. ..... ..... ........ ...... F REGARDLESS OF ROOF PITCH OR DIMENSIONS SHOWN,THE ACTUAL HEIGHT OF THE HIGHEST ROOF RIDGE SHALL NOT EXCEED .. ........ F • THE MAXIMUM ALLOWABLE HEIGHT ESTABLISHED BY THE TOWN OF SOUTHOLD REQUIREMENTS AND AS NOTED ON THE DRAWINGS.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES TO MAXIMUM HEIGHT EXISTS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD MEASUREMENTS REGARDING THESE HEIGHTS. # REVISION DATE TOP OF RIDGE PROPOSED ROOF ASSEMBLY 2 12 CONTRACTOR TO COORDINATE STYLE AND 12 12 ui G 0 FINISH OF METAL WITH OWNER AND INFORM < ARCHITECT PRIOR TO INSTALLATION. G CONTRACTOR SHALL INSTALL ROOFING AS Lu > PER MANUFACTURER'S SPECIFICATIONS 0 HEAD HEIGHT Lu PROPOSED BUMP-OUT ui AZEK TRIM TO BE INSTALLED AS PER O MANUFACTURER'S SPECIFICATIONS:o PROPOSED PERGOLA FASCIA,BARGE BOARD,SOFFIT,SHADOW BOARD SEE PERGOLA SHEET FOR DETAILS EAVE HEIGHT ABOVE GRADE H H LO PROPOSED AWNING CONTRACTOR TO FABRICATE ALUMINUM CLAD AWNING AND SECURELY FASTEN U A)� BRACE TO WALL AS REQUIRED. SEE DETAIL BELOW TOP F PLATE 7 ILI HEAD HEIGHT 0448roro OF NCI PROPOSED SIDING O o SHOU SUGI BAN SIDING BY"NAKAMOTO FORESTRY- 00 I j I j ' j ! BRIAN JOHNS GENDAI-WEATHERING STAIN SILVER" INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR TO DISCUSS FINISH REGISTERED ARCHITECT STAIN OIL WITH OWNER TOP OF EXISTING FINISH FIRST FLOOR BOTTOM OF EXISTING JOISTS IOANNOU RESIDENCE �rT 7 PROPERTY GRADE �!101 MEMO= ADDITION & INTERIOR ALTERATIONS K K PAGE CONTENTS: Lu !---------- West Elevation APPLICATION NUMBER: REVIEWED BY: BJ,RA L L PROJECT NO. : 24111 SHEET NUMBER Proposed West Elevation : 11 " 1 1-011 START DATE: 4 1 1 ...... . ... ............. . . ....................................... 01 02 03 04 05 06 07 08 09 10 1 1 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 A A Brian Johnson, Lead Architect Brian@AmericanaArchitects.com O 516.242.5272 www.AmericanaArchitects.com -}— PO BOX #58 Bethpage, NY 11714 B B © americana architect, .c. nn11 p �J W C C �— DO V) X W I— D D U w I— Existing South Elevation -. '[ = 1 '-O" _ U a E E .. ................. : ...................... ::::...-�\ :':: : ::::...... ... .. .... ........:::::....: ... *NOTE TO FRAMER/CONTRACTOR* .....::::::......... ..... .......:....................... ..... REGARDLESS OF ROOF PITCH OR DIMENSIONS SHOWN,THE ACTUAL HEIGHT OF THE HIGHEST ROOF RIDGE SHALL NOT EXCEED "' " "' "" ' F THE MAXIMUM ALLOWABLE HEIGHT ESTABLISHED BY THE TOWN OF SOUTHOLD REQUIREMENTS AND AS NOTED ON THE F PROPOSED ROOF ASSEMBLY DRAWINGS.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES TO MAXIMUM HEIGHT CONTRACTOR TO COORDINATE STYLE AND EXISTS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD MEASUREMENTS REGARDING THESE HEIGHTS. FINISH OF METAL WITH OWNER AND INFORM ARCHITECT PRIOR TO INSTALLATION. # REVISION DATE CONTRACTOR SHALL INSTALL ROOFING AS PER MANUFACTURER'S SPECIFICATIONS TOP OF RIDGE W O i i � 1 i i (( i { I i I f G i - i I , i s i 4 I I i t i t! { ° 't i I I E I i I j } i i I I � ''^^ I 1 � I I ° 4 1 , i S � � { I E f I � ` A £ � G • V h r k � �i W ! > HEAD HEIGHT O I�I I " , 1 2 1 i 112 I — � f 12 1a2TOP OF PERGOLA RIDGE 12: 12 ;12 LU ;\Q ! 12 12 12 Wzo SE E ERGO A EET FOR+T j ( j ! ! ' ; ED A n , I FRAMING DETAILS.I PERGOLA SHOWIJ HERE FOR REFERENCEl000 .E I l , N TOP OF PLATE I I I ! } I oHEAD HEIGHT I � yQ� PROPOSED SIDING j I j 044866 J ® _ J of NE`N SHOU SUGI BAN SIDING BY"NAKAMOTO FORESTRY } f o � 1-06 1-05 I 00 GENDAI-WEATHERING STAIN SILVER"INSTALLED AS B R IA N JOHNS PER MANUFACTURER'S I j SPECIFICATIONS. CONTRACTOR TO DISCUSS FINISH j STAIN/OIL WITH OWNER I REGISTERED ARCHITECT 1-01 { ! i-04 i-02 1-01 ! I TOP OF EXISTING FINISH FIRST FLOOR _ ILL �cv BOTTOM OF EXISTING JOISTSI OA N N O U RESIDENCE I PAVERS SET IN SAND-ON GRADE I � � � I I PROPERTY GRADE f ADDITION & INTERIOR ALTERATIONS K I C K PAGE CONTENTS: ° South Elevation I APPLICATION NUMBER: -- -- -- -- -- - - -- _ - ! -- - - - -- ------ - --____ REVIEWED BY: BJ,RA L -- - - - - -- ----- -- -- ---- -- - - -- - L PROJECT NO. : 24111 SHEET NUMBER Proposed South Elevation . 4" — 1 '-0 " START DATE: 14 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 1 1 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 TYPICAL WALL SECTION RIDGE VENT TO BE INSTALLED AS *NOTE* NOT ALL DETAILS MAY APPLY REQUIRED BY INSULATION METHOD RIDGE SIZE AND LOCATION AS PER PLANS. *NOTE* RIDGE SHOWN FOR A REFERENCE ONLY A Brian Johnson, Lead Architect Brian@AmericanaArchitects.com 12 12 12 516.242.5272 PROp2x12 Q4-1/2 NEW ROOF CONSTRUCTION R,q�FRS ARCHITECTURAL STYLE ASPHALT SHINGLE (120 MPH www.AmericanaArchitects.com P OP.2X8 COLLA TIES - RATED) OVER 30 LB. BUILDING PAPER W/ ICE SHEILD PO BOX #58 Bethpage, NY 11714 -- - FROM EAVE TO MIN.24" INSIDE THE EXTERIOR WALL �~ A LINE.OVER 3/4"EXTERIOR GRADE PLYWOOD A SHEATHING. REFER TO ROOF PLAN FOR RAFTER k �N �'Ty'ooG BE 2-01 w SIZES. B M old? 1 O N w INSULATION VALUE AS B © americana architect, p.c. +!?P va, ¢ CONTRACTOR TO DISCUSS N Z INDICATED BY PLANS, PROP.2X12 COLLAR TIES /CEILING JOISTS TF� U p 6"HALF ROUND GUTTERS fir 1'i > U O w AND LEADERS VS."K"STYLE r n Cl r RT ANY/ALL r n r I r ��S II Q Q = CONTRACTOR / VERIFY VALUE GUTTERS AND LEADERS WITH RESCHECK/ HERS RATING. 07- 0 - DISCREPANCIES REPO TO ARCHITECT v, o- - : WITH ARCHITECT AND j I { I• H, U �= OWNER PRIOR TO ��♦ Lu Z C� ORDERING/ INSTALL IMMEDIATELY R' j I QUO BEAM 1- 1 O CEILING JOISTS/COLLAR TIES TO BE INSTALLED AS -3' INDICATED ON PLANS, BLOCKING AS REQUIRED AT O� 1 X6 AZEK FASCIA BOARD MIDSPAN ry ! k I _k�O -IF A HOT ROOF SYSTEM IS USED,A SOLID J AZEK OR EQUI VALENT SOFFIT 5/8"GYPSUM BOARD TO BE INSTALLED AT ALL C -- -- _._...--- - ---- ------ -- J WALLS &CEILINGS UNLESS OTHERWISE INDICATED 1 Ij i. FP 3 AZEK SOFFIT CAN BE USED - - USED, CENT NOTE HEADER SHOWN FOR REFERENCE ONLY z IF A CONVENTIONAL ROOF SYSTEM IS HEADER TO BE INSTALLED AS PER PLANS I Q ER VENT SOFFITS TO BE USED i I i Lu " AZEK CROWN, MINIMUM 6" *NOTE* C j i i b 3 r�� `� raw ( AZEK FREIZE BOARD, MINIMUM I z Z 1X8 ' I f yI " ' ~ *NOTE*ALL CASINGS AND TRIMWORK TO BE CONTRACTOR TO DISCUSS USING Cn i � w � STANDARD MANUFACTURER PRODUCED DISCUSSED WITH ARCHITECT AND OWNER PRIOR TO WINDOW CASINGS VS CUSTOM AZEK U uj I `' w WINDOW CASINGS WITH ARCHITECT AND ORDERING AND INSTALL ' G i' Irk ��. ,• __-1�. I• ,I '� Ip j '' ( �'-' ~ P I J I I OWNER PRIOR IN O O TO ORDERING STALL w I 1 ti' v - -- - - - - - --- - LLj Q- _- EX.2X8 FL OR ASSEMBLY TO REMAIN , •••:....••.. r DOUBLE PLATE UNDER WINDOWS,TYPICAL OF ALL 41, f. A� WINDOW INSTALLATIONS UNLESS OTHERWISE NOTED ~ ' ' INSULATED LOW-E WINDOWS TO BE • INSTALLED AS PER MANUFACTURER ' �..� fir. M.' -��•. •� ,.• SPECIFICATIONS. '•f �.�� *NOTE* DOUBLE HUNG WINDOW C� SHOWN FOR REFERENCE ONLY, REFER Q TO PLANS FOR TYPE AND STYLE INSULATION VALUE AS INDICATED BY PLANS, ,�'•+; '''; \C'\S,�F, %~ /; CONTRACTOR TO VERIFY VALUE WITH RESCHECK/ E HERS RATING. REPORT ANY/ALL DISCREPANCIES TO E ,• :*� CUSTOM 1X AZEK WINDOWSILL ARCHITECT IMMEDIATELY g.. 5/8"GYPSUM BOARD TO BE INSTALLED AT ALL WALLS & CEILINGS UNLESS OTHERWISE INDICATED `•` �� FINISHED FLOORING TO BE SELECTED BY OWNER - - --- - - - -- - - - FLOOR AREA, GROSS {GFAI ALL SUBFLOOR TO BE 23/32"ADVANTECH@ � -- - - �--��-------- �------- -�� THE CUMULATIVE AREA, IN SQUARE FEET,OF ALL FLOOR LEVELS OF EVERY STORY OF ALL EXTERIOR SIDING AND WALL SUBFLOORING OR EQUIVALENT IN ADDITION TO DWELLINGS ON A LOT, INCLUDING ATTACHED GARAGES, HAVING A CLEAR HEIGHT OF NOT ASSEMBLY AS INDICATED BY PLANS FASTENING AS REQUIRED BY RCNYS, ALL SUBFLOOR TO LESS THAN SIX FEET MEASURED FROM THE EXTERIOR FACES OF EXTERIOR WALLS OR FROM THE BE ADHERED TO FLOOR JOISTS USING"ADVANTECHTM CENTER LINE OF PARTY WALLS SEPARATING TWO BUILDINGS. INTERIOR SPACES WITH A 5/8"SHEATHING SUBFLOOR ADHESIVE"OR EQUIVALENT FLOOR-TO-CEILING HEIGHT IN EXCESS OF 15 FEET SHALL BE COUNTED TWICE FOR GROSS RIM JOIST F FLOOR AREA.THE CUMULATIVE AREA SHALL NOT INCLUDE ROOF OVERHANGS LESS THAN F • THREE FEET; UNENCLOSED PORCHES, PATIOS, DECKS;OPEN TERRACES; BALCOINIES; BASEMENTS;AND ATTICS.ACCESSORY BUILDINGS OR STRUCTURES SHALL ALSO BE EXCLUDED, CONTRACTOR TO DISCUSS SOUND BARRIER OPTIONS EXCEPT ANY PORTION THEREOF WHICH MAY BE CONVERTED TO HABITABLE SPACIE.SUCH *NOTE*ALL STRAPPING TO BE INSTALLED WITH ARCHITECT AND OWNER PRIOR TO ORDERING 1 — _O� HABITABLE PORTION SHALL BE INCLUDED IN THE GROSS FLOOR AREA. AS PER LOCAL BUILDING CODE AND INSTALL Proposed Section: [ADDED 10-18-2022 BY L.L.NO. 10-2022; AMENDED 12-13-2022 BY L.L. NO. 16-20221 REVISION DATE 4 *NOTE*CONTRACTOR TO DISCUSS FLOOR JOIST SIZING AND SPACING AS PER PLANS, USING TYVEK HOUSE WRAP VS. BLUESKIN BLOCKING AS REQUIRED AT MIDSPAN WITH ARCHITECT AND OWNER PRIOR TO INSULATION VALUE AS INDICATED BY PLANS, ORDERING AND INSTALLATION CONTRACTOR TO VERIFY VALUE WITH RESCHECK/ HERS RATING. REPORT ANY/ALL DISCREPANCIES TO ARCHITECT IMMEDIATELY G 5/8"GYPSUM BOARD TO BE INSTALLED AT ALL G WALLS & CEILINGS UNLESS OTHERWISE INDICATED EXTERIOR SIDING AND WALL FINISHED FLOORING TO BE SELECTED BY OWNER ASSEMBLY AS INDICATED BY PLANS ALL SUBFLOOR TO BE 23/32"ADVANTECH@ 5/8"SHEATHING SUBFLOORING OR EQUIVALENT IN ADDITION TO FASTENING AS REQUIRED BY RCNYS, ALL SUBFLOOR TO RIM JOIST BE ADHERED TO FLOOR JOISTS USING"ADVANTECHTM PRESSURE TREATED BOTTOM SILL PLATE SUBFLOOR ADHESIVE"OR EQUIVALENT INSTALL TERMITE SHIELD AND SECTION NOTES: FOAM/RUBBER SILL SEAL PRIOR TO INSTALLING BOTTOM SILL H 01: REGARDLESS OF ROOF PITCH OR: DIMENSIONS SHOWN,THE ACTUAL HEIGHT OF MAINTAIN A MINIMUM OF 0'-8" THE HIGHEST ROOF RIDGE AND OR R'.00F SHALL NOT EXCEED THE MAXIMUM FROM BOTTOM OF FRAMING ALLOWABLE HEIGHT AS ESTABLISHED, BY THE TOWN OF OYSTER BAY.THE TO TOP OF GRADE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES GRADE TO SLOPE AWAY TO MAXIMUM HEIGHT EXISTS.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MOISTURE RESISTANT 5/8"GYPSUM BOARD TO BE O a FIELD MEASUREMENTS REGARDING TIHESE HEIGHTS. FROM FOUNDATION TO INSTALLED AT ALL CEILINGS UNLESS OTHERWISE g'��ED gRcy� ALLOW FLOW OF WATER ° ♦ W joy 02:ALL EXTERIOR WOOD FRAME WAIL AND INTERIOR BEARING WALLS SHALL AWAY FROM STRUCTURE INDICATED HAVE 2X SOLID WOOD BLOCKING A1T INTERMEDIATE WALL HEIGHT AS PER SHEAR e CONTRACTOR TO VERIFY ANY PAINT/WALL WALL REQUIREMENTS FINISHING PRODUCTS ARE SPECIFICALLY CREATED 03:THE CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS REGARDING FOR SUBTERRANEAN INSTALLATION NEW YORK STATE CODE COMPLIANCE,GENERAL NOTES& REQUIREMENTS, EXTERIOR FOUNDATION WALLS THAT ° MAINTAIN 1/4" AIR GAP BETWEEN WALL ASSEMBLY FRAMING DETAILS AND NAILING REQUIREMENTS AND SHALL BE RESPONSIBLE FOR RETAIN EARTH AND ENCLOSE INTERIOR SYSTEM AND CONCRETE WALL ALL METAL CONNECTOR REQUIREMENTS. SPACES AND FLOORS BELOW GRADE e PROVIDE 5/8"STL. ANCHOR BOLTS @ 48"ON •9�� 044866 A J 04:ALL LUMBER SHALL BE'DOUGLAS fFIR' No .2 GRADE OR BETTER WITH A MINIMUM SHALL CONFORM TO SECTION 1805.2, CENTER & 12"MAX. FROM CORNERS -� OF NE`� FIBER BENDING STRESS Fb OF 1,100 PSI SINGULAR ABD 1,400 PSI REPETITIVE WITH 1805.3 OF RCNYS2020 AND BE DAMP INSULATION VALUE AS INDICATED BY PLANS, MODULUS OF ELASTICITY E= 1,600,00)0. PROOFED FROM THE TOP OF THE CONTRACTOR TO VERIFY VALUE WITH RESCHECK/ 05:ALL METAL CONNECTORS SHALL EBE'SIMPSON-STRONG TIE'AS PER NUMBERS FOOTING TO FINISHED GRADE HERS RATING. REPORT ANY/ALL DISCREPANCIES B R IAN JOHNS SHOWN ON DRAWING AND DETAILS I AND SHALL BE'HDG- HOT DIPPED POURED CONCRETE TO ARCHITECT IMMEDIATELY GALVANIZED'. REGISTERED ARCHITECT 06:ALL CONNECTORS, FASTENERS, NAILS, BOLTS AND ANCHORS SHALL BE FOUNDATION WALL WITH MOISTURE RESISTANT 5/8"GYPSUM BOARD APPROVED BY THE MANUFACTURER IFOR USE WITH THE'ACQ'TREATED LUMBER.' VERTICAL #5 REBAR @ 48"O.0 & TO BE INSTALLED AT ALL WALLS UNLESS HORIZONTAL #5 REBAR @ TOP SIMPSON STRONG TIE',"Z-MAX"OR E(QUAL. OTHERWISE INDICATED 07:NEW ROOF SHINGLES SHALL BE RATED TO WITHSTAND A MINIMUM OF 120 MPH KEYWAY TO BE FORMED INTO FOOTING PRESSURE TREATED BOTTOM SILL PLATE WHERE I OAN N O U RESIDENCE WIND LOADS.08:PROVIDE METAL CONNECTOR AT WINDOW AD DOOR HEADER, NO HH6 OR CONCRETE CANT STRIP TO ° IN DIRECT CONTACT WITH CONCRETE ADDITION & INTERIOR ALTERATIONS EQUAL.SEE FRAMING DETAILS. BE POURED TO HELP ° PROVIDE EXPANSION AND K 09:TOP PLATE MINIMUM SPLICE DIMEENSION TO CONFORM TO BUILDING CODE DEFLECT WATER AWAY CONTROL JOINTS AS REQUIRED 10:SEE PLANS FOR LOCATION OF AN`Y SHEAR WALL CORNER HOLD DOWNS. FROM FOOTING B]:PROVIDE EXTERIOR LIGHT FIXTURES5 AT EACH EXTERIOR ENTRANCE DOOR AS PER ° OISTURE RESISTANT FLOORING TO BE PAGE CONTENTS: E3903.3. WATER PERVIOUS G SELECTED BY OWNER 12:PROVIDE MECHANICAL VENTILATIVON IN EACH BATHROOM& POWDER ROOM AS FILTER FABRIC PER R303.3. nq A A ° e e Section 13:PROVIDE VALLEY FLASHING AT ALIL ROOF VALLEYS AS PER R903.2. 14:DRYER SHALL BE VENTED TO THE EXTERIOR AS PER M1502. FRENCH DRAIN e 15:GROUND FAULT AND ARC-FAULT(CIRCUIT-INTERRUPTER (GFI) RECEPTACLES SHALL 4"TYP. POURED CONC.SLAB ON BE REQUIRED IN A BATHROOM,TOILETS AND ALL OTHER WET LOCATIONS , GRADE.W/6"X6"-10/10 W.W.F. +6 APPLICATION NUMBER: INCLUDING BUT NOT LIMITED TO THE(GARAGE AND FRONT AND REAR OF DWELLING COARSE GRAVEL MIL.POLYETHYLENE VAPOR AS PER E3902. BACKFILL BARRIER ON 12"OF MACHINE Y h *NOTE* COMPACTED GRAVEL. PROVIDE REVIEWED BY: B 1,RA L _ _ :"� • POURED CONCRETE FOOTING WITH 3 NOTE FOOTING I B EXPANSION AND CONTROL L @ #5 REBAR CONTINUOUS IN LONG PLACED ON VIRGIN, JOINTS AS REQUIRED DIRECTION AS WELL AS #5 REBAR UNDISTURBED SOIL PROJECT NO. : 24111 SHEET NUMBER EVERY 2'-0"O.C. IN SHORT DIRECTION #6 REBAR @ 3'0"O.C. VERTICALLY UNLESS OTHERWISE NOTED IN PLANS FROM FOOTING TO FOUNDATION WALL, UP 3'0"ABOVE FOOTING START DATE: I IA- 1 5 01 02 03 04 05 06 07 08 09 10 1 1 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 - WINDOW DIAGRAMS WINDOW NOTES: TABLE OF LIGHT AND VENTILATION NOT TO SCALE CALCULATIONS 01: ALL WINDOWS AND EXTERIOR FRENCH DOORS SET IN 2X4 STUD WALLS ARE TO REQUIRED NATURAL REQUIRED HAVE 4-9/16"JAMBS, CONTRACTOR TO FIELD VERIFY WINDOW AND DOOR ROOM AREA LIGHT (8%), LIGHT,S.F. VENT. (4%), ACTUAL SCHEDULE TO ENSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. S.F. VENT.,S.F. A ': A 02: ALL WINDOWS AND EXTERIOR FRENCH DOORS SET IN 2X6STUD WALLS ARE TO :. FIRST FLOOR Brian Johnson, Lead Architect HAVE 6 9/16"JAMBS. CONTRACTOR TO FIELD VERIFY WINDOW AND DOOR SCHEDULE TO ENSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. BEDROOM 01 131.02 10.48 29.04 5,24 29.04 ✓ Brian@AmericanaArchitects.com - 03: WINDOW AND DOOR HARDWARE AS SELECTED BY OWNER. 516.242.5272 04: WINDOW GLAZING SHALL COMPLY WITH HAZARDOUS LOCATION AS SET FORTH BEDROOM 02 111.79 8.94 39.19 4.47 39.19 CONTRACTOR TO INSTALL CUSTOM AZEK BY 2020 NYSRC ;, www.AmericanaArchitects.com TRIM AROUND ALL WINDOWS ON FRONT 05: ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM TO '' PO BOX #58 Bethpage, NY 11714 FACADE CONTRACTOR TO INSTALL CUSTOM AZEK 2021.0 RCNYS, PART R310.1.1.SUCH OPENING SHALL NOT IMPEDE EGRESS IN AN BEDROOM 03 115.23 9.22 14.61 4.61 14.61 ✓ EMERGENCY, SHALL HAVE A MIN.AREA OF FIVE 5 7 SQ.FT,WITH A MIN. GLAZING AS PER HERS RATING I TRIM AROUND ALL WINDOWS ON FRONT ( ) FACADE DIN�IENSION OF 20"IN WIDTH,AND MIN. DIMENSION OF 24"IN HEIGHT, WITH RESCHECK BOTTTOM OF OPENING NO HIGHER THAN 42"A.F.F. BEDROOM 04 ✓ 118.24 9.45 28.36 4.73 28.36 B GRILLS VARY,SEE ELEVATIONS FOR GLAZING AS PER HERS RATING/ 06: WINDOW MANUFACTURER REPRESENTATIVE TO FIELD MEASURE EXISTING B © a mericana architect RESCHECK WIMDOWS,TO BE REPLACED &TO FIELD VERIFY EXISTING R.O./ M.O. PRIOR TO , p•C• SPECIFIC GRILL PATTERN ORIDERING REPLACEMENT UNITS. REPRESENTATIVE IS TO SUPPLY THE CONTRACTOR GRILLS VARY,SEE ELEVATIONS FOR WITH LATEST CUT SHEET OF R.O.AND M.O. FOR SPECIFIED UNITS. CONTRACTOR TO BEDROOM 05 272.27 21.78 63.51 10.89 33.84 SPECIFIC GRILL PATTERN COiORDINATE REQUIRED OPENINGS.THE CONTRACTOR SHALL SCHEDULE AND CHECK RAIL TO BE SPECIFIED BY COORDINATE THE REPRESENTATIVE FIELD MEASURE. CONTRACTOR IN WINDOW ORDER AS 07: ALL EXTERIOR WINDOWS AND GLASS DOORS SHALL BE DESIGNED TO RESIST THE MASTER BATHROOM 74.19 5.94 4.23 2.97 4.23 PER ELEVATIONS DESIGN WIND LOADS SPECIFIED IN TABLE R301.2(2) ADJUSTED FOR HEIGHT AND CHECK RAIL (MEETING RAIL) EXP'OSURE PER TABLE R301.2(3). UNITS SHALL BE TESTED BY AN APPROVED INDEPENDENT LABORATORY,AND BEAR A LABEL IDENTIFYING MANUFACTURER EX. BATHROOM 01 45.94 3.67 N/A 1.84 N/A ✓ *NOTE*CONTRACTOR TO VERIFY ALL PERFORMANCE CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO *NOTE*FOR FRONT FACADE DOUBLE HUNG WINDOW SWINGS, GRILL PATTERNS, CHECK INDiICATED COMPLIANCE WITH THE REQUIREMENTS OF AAMA/NWWDA 101/1.S.2. WINDOWS,SCREENS ARE OPTIONAL TO RAILS, ETC.WITH OWNER PRIOR TO 08: WINDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE INSTALL. CONTRACTOR TO DISCUSS WITH EX. BATHROOM 02 ORDERING C OWNER PRIOR TO ORDER.TYPICALLY DEBWIS MEETING THE REQUIREMENTS OF ASTM E 1996 AND OF ASTM E 1886 43.40 3.47 N/A 1.74 N/A ✓ C SCREENS ARE OMITTED FROM FRONT TO REFfERENCED THEREIN. IMPROVE FACADE APPEARANCE 09: ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FOLLOWS \ UNLESS OTHERWISE NOTED ON PLANS: FAMILY ROOM/ UP TO 4'-0"TO BE PROVIDED WITH (2) 2x8 HDR. DINING AREA 543.60 43.49 126.67 21.75 146.97 ✓ RAIL UP TO 8'-0"TO BE PROVIDED WITH (2) 2xl2 HDR. RAIL 10: GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, SIZES, COLOR, GRILLS, ETC. W/OWNER PRIOR TO ORDERING KITCHEN 399.10 31.93 147.19 15.97 147.19 ✓ 11: CONTRACTOR TO ORDER IN-WINDOW SCREENS FOR EVERY WINDOW SILL M�N� 12:AkLL WINDOW MUNTIN BARS TO BE ORDERED AS PER ELEVATIONS. "CHECK RAILS" �DOUg1�N Q\GP�GPSE TO IBE INSTALLED IN CASEMENT WINDOWS AS PER ELEVATIONS LAUNDRY 34.75 2.78 16.35 1.39 0.00 ✓ Cn D MUDROOM 74.32 5.95 36.35 2.98 20.30 D V W INTERIOR WINDOVAV CASING DIAGRAMS POWDER ROOM 30.25 2.42 16.35 1.21 0.00 NOT TO SCALE �k POOL HOUSE V MAIN ROOM 235.75 18.86 140.91 9.43 94.58 ✓ POWDER ROOM 26.25 2.10 4.78 1.05 0.00 FULL CROWN MOLDING ✓* HEAD CASING Milo E BEAD MOLDING E INTERIOR DOOR NOTES: 01: ALL INTERIOR DOORS TO BE SELECTED BY OWNER 02: ALL INTERIOR DOORS ARE TO HAVE AGG. 3.0 S.F. GLAZING IN BATHROOMS, WATER CLOSETS, AND SIMILAR -STICKING AND PANELS AS SELECTED BY OWNER COMPARTMENTS AND HALF OF THAT (1.5 S.F.VENT) HAS TO BE OPENABLE AS -5/4" JAMBS WITH SQUARE CORNER HINGES PER R303.3 (RCNYS 2020). -1/2"X 1-5/8" OG STOPS. *EXCEPTION: GLAZING SHALL NOT BE REQUIRED IN BATHROOMS WHERE 03: ALL INTERIOR DOORS TO BE PAINT GRADE MDF UNLESS OTHERWISE NOTED SUFFICIENT ARTIFICIAL LIGHT AND MECHANICAL VENTILATION ARE PROVIDED SAME CASING USED FOR ALL 04: FINAL QUANTITY TO BE VERIFIED BY CONTRACTOR. FOUR SIDES, TYPICALLY ONLY O5: AT POCKET DOOR UNITS,ADD 1"TO LEFT OR RIGHT HAND SIDE STILE AND TOP **SEE EXCEPTION NOTES FOR NATURAL LIGHTING AND VENTILATION SIDE CASING USED FOR BASEMENT REQUIREMENTS IN FINISHED CELLARS F WINDOWS/ MECHANICAL RAIIL TO ACHIEVE EQUAL STILES AFTER INSTALLATION OF FINISHED JAMBS AT TRIM. F ROOM WINDOWS 06: VERIFY ALL SWINGS WITH PLANS. 07: ALL DOORS, DOOR TRANSOMS, AND ADJACENT SIDELITES TO BE TEMPERED GLASS,AS PER 2020 NYSRC # REVISION DATE WINDOW STOOL WITH RETURNS W`N90W�R1 1N�ERlOR RE pRAM� G -APRON pIC�U DOW BRIM 10R WIN SCUSS COS, G 1N�ER OR:O Dl OpS1� CONTRACTOR TO ENSURE GON�RAC�NER�ORTNIS THAT A MINIMUM DISTANCE MA OW *NOTE*ALL MOLDINGS TO BE OF 0'-6'IS MAINTAINED FROM POPLAR UNLESS OTHERWISE EDGE OF FINISHED SURFACE INSTRUCTED BY OWNER TO EDGE OF DOOR JAMB INTERIOR DOOR DIIAGRAMS NOT TO SCALE H \ H CASINGS TO MATCH .10 INTERIOR WINDOW CASING STYLE UNLESS OTHERWISE \ RED AR 17 SPECIFIED BY OWNER. � � �`��W JOy /�F 044866 yp� NE`N BRIAN JOHNS REGISTERED ARCHITECT (Tl (� INTERIOR CASING SIZE AND STYLE '�,J �.LJ TO BE SELECTED BY OWNER f I OA N N O U RESIDENCE 5/8' GYPSUM BOARD (CONTRACTOR TO ENSURE THAT A 1/4" ADDITION & INTERIOR ALTERATIONS REVEAL IS MAINTAINED BETWEEN / K CASING AND JAMB K S / PAGE CONTENTS: 1 X POPLAR JAMB, PAINT GRADE WITH Fenestration CSC 1/4"SPACE BEHIND FOR SHIMMING Light/Ventilation / APPLICATION NUMBER: HANDED DOOR 1N- 10R` R��rHgNDED DO L tNIERIOR OR L REVIEWED BY: BJ,RA TYPICAL INTERIOR DOOR STYLE, UNLESS OTHERWISE SELECTED BY OWNER PROJECT NO. : 24111 SHEET NUMBER -o '3» ,Y. a t START DATE: A- 1 6 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED i 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 ALL PLUMBING FIXTURES SHALL BE ROOF VENT INSTALLED WITH CLEARANCES IN A ACCORDANCE WITH STATE AND LOCAL CODES A Brian Johnson, Lead Architect • PLUMBING RISER DIAGRAM Brian@AmericanaArchitects.com 516.242.5272 TRAP SIZE CHART www.AmericanaArchitects.com 4"SOIL PIPE PO BOX #58 Bethpage, NY 11714 TABLE P3201.7 NOTE THE ROUGH-IN DIMENSIONS SHOWN ARE FOR REFERENCE PURPOSES ONLY. ID SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES MANUFACTURER DIMENSIONS, OWNER PREFERENCES,AND/OR CODE PLUMBING FIXTURE TRAP SIZE MINIMUM REQUIREMENTS,SUPERCEDE ANY DIMENSION SHOWN (INCHES) B BATHTUB (WITH OR WITHOUT SHOWER —��""`��0 B © americana architect, p.c. HEAD AND/OR WHIRLPOOL 1 2 ATTACHMENTS) w BIDET 1 a w CLOTHES WASHER STANDPIPE 2 p1CA� BAj�R0 0M S z ID PROP. POWDER RM. DISHWASHER (ON SEPERATE TRAP) 1 2 OUC,N-lh1 ptMEN$10N $0„TYPtCAt U [PROP. BATHROOM EX. BATHROOM EX. BATHROOM LAUNDRY KITCHEN R Q„ FLOOR DRAIN 2 0 2Ed 2" 2" 2EE 2" 2" 2" 2" 2" 2" 2" 2EE 0 KITCHEN SINK (ONE OR TWO TRAPS, C U_ WITH OR WITHOUT DISHWASHER AND 1 2 0 0 C LAV. LAV. LAV. LAV. LAV. KITCH N SINK GARBAGE DISPOSAL) W C. C. C. C. DISH SHO ER SHO ER SHO ER WASHER ASHE LAUNDRY TUB 1 j t }0 0 4Ed- (ONE OR MORE COMPARTMENTS) 14 2" 4" 2" 2" 4" 2" 2" 4" 2" 2" 4" 2" LAVATORY a MSHOWER 2 4 MINIM OF EX. BATHROOM A1ERpR E MEMBRA ' WATER CLOSET NOTE:a 2" 2d' Z' 0 oC�°o��N f!) w BRANCH BRANCH SOIL OR D J VENTr I `0 0 30„_32„ FT NT FIXTURE HOT COLD WASTE .�k L j0 FRM�N�o BF �-- LU U LAV. LAV. COI��NECTION O SBE+j 2„ bEb D V W C. WATER WATER CONNECTION 2'-3 E WATER 3/4" 3�E 31E X 41E U, 2, ABOVE LL SHO ER CLOSET 19„ 21 EBOARD O SINK 3/4" 3/4E 1 yEE 1 y E, 12 2 4 2 BATHTUB 3/a" 3I4 1 y" 1 Y U TO NEW SEPTIC SHOWER 3/" y4' 1/" —� WASHER 3/a" 3/4E 1%zE 1 y EEE Q EX.TRAP (a) CONSULT FIXTURE STANDARDS FOR TRAP DIMENSION OF SPECIFIC BOWLS E E 7 PLUMBING < 01:ALL PLUMBING WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RESIDENTIAL CODE OF NEW YORK FIXTURE SPACES AND PLACEMENT STATE CHAPTERS 25 THROUGH 55 INCLUSIVE AND ALL APPLICABLE LOCAL CODES AND HEALTH DEPARTMENT MAXIMUM (D) REQUIREMENTS. FROM SUPPORT Q 02: PROVIDE ALL PLUMBING REQUIRED FOR HOOKUP OF ALL PLUMBING FIXTURES A5 SHOWN ON PLAN AND ALL SECTION R307 Y Uj APPLIANCES IN KITCHEN INCLUDING ISLAND SINK, ICE MAKER TO REFRIGERATOR, INSTANT HOT, DISHWASHER, ETC. TOILET, BATH AND SHOWER SPACES 03: PLUMBING FIXTURES-SEE SCHEDULES AND/OR ALLOWANCES, INCLUDE INSTALLATION IN BID.NOTE-BATH k' R307.1 SPACE REQUIRED. FIXTURES SHALL BE SPACED IN ACCORDANCE F Z ACCESSORIES,TOWEL BARS, ETC.,TO BE INCLUDED IN INSTALLATION. SEE ALLOWANCES AND/ OR DRAWINGS FOR TDEPTH OF JOIST (D) WITH FIGURE R307.1, AND IN ACCORDANCE WITH THE F m 2" SPECIFICATIONS. REQUIREMENTS OF SECTION P2705.1. 04: ALL WATER CLOSETS,SINKS,TUBS, AND FIXTURE CONTROLS SHALL BE SUPPLIED AND INSTALLED BY CONTRACTOR. MAX. (D) /3 05: PLUMBING CONTRACTOR TO PROVIDE HOSE BIBS IN REQUIRED LOCATIONS. CONSULT WITH OWNER FOR EXACT R307.2 BATHTUB AND SHOWER SPACES. BATHTUB AND SHOWER cl- QUANTITY,TYPE,AND LOCATION OR SEE DRAWINGS. FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS J 06: PLUMBING CONTRACTOR TO PROVIDE AND INSTALL AN ADEQUATELY SIZED PAN IN SHOYI ER. PAN TO EXTEND A AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT # REVISION DATE Q MINIMUM OF 8"ON ANY VERTICAL SURFACE, INCLUDING COMPLETELY OVER DOOR SILL,AND TO EXTEND RAFTER CEILING JOISTS SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF U 2Eb j COMPLETELY UP AND OVER ANY SHOWER SEAT. NOT LESS THAN b FEET (1829 MM) ABOVE THE FLOOR. fl 07: PROVIDE AND INSTALL PIPE INSULATION TUBES ON ALL HOT AND COLD WATER PIPES. 777777777711, 7,77 ROOF VENT G PLUMBING RISER DIAGRAM HVAC MAX. (D) /3 01:SHALL BE DESIGNED BY OTHERS. 02 REFER TO PLANS FOR RADIANT/ HYDRONIC HEATING SYSTEM LOCATIONS. 03: KITCHEN EXHAUST FAN-INSTALL EXHAUST FAN AT RANGE LOCATION TO Q 4"SOIL PIPE EXTERIOR. PIPE OR CONDUIT POOL HOUSE BATHROOM 04: BATHROOM/POWDER ROOM ' n DOUBLE TOP PLATES EXHAUST FANS-VENT TO EXTERIOR lJ 2 INCHES MINIMUM 2 2 2 05:ATTIC FAN-PROVIDE AUTOMATIC H THERMOSTATICALLY CONTROLLED FAN. Q FROM TOP AND (D) ACTUAL DEPTH BOTTOM OF JOIST H 06:WATER FILTER- PROVIDE A SEPARATE Q ALL PLUMBING SHALL BE RUN LAV. W C PRICE TO SUPPLY AND INSTALL A WITHIN CONDITIONED SPACE, OR OUTDOOR "WHOLE HOUSE"WATER FILTRATION (� HOLES IN JOISTS SHALL BE PROPERLY INSULATED TO STUD SHO ER SYSTEM. PROVIDE CLIENT WITH z PREVENT FREEZING 5D ARChr� SPECIFICATIONS. W __1 2" 4" 2° 07: COMBUSTION AIR FOR FUEL BURNING = �� Q '0 EQUIPMENT AS PER CHAPTER 11 OF THE r 2020 RCNYS V - 08: BOILER AND HOT WATER HEATERS AS ~ LENGTH (L) BORED HOLES TO BE A * I TO NEW SEPTIC BORED HOLES DIAMETER MAXIMUM MINIMUM OF 5/8"FROM PER CHAPTER 20 AND 28 OF THE 0 EDGE OF STUD (L) /3 (L) /3 OF 40% OF STUD DEPTH, BORED � NEW TRAP 09: RCNYS FUELAND GAS EQUIPMENT AS PER z HOLES TO BE A MINIMUM OF 5/8" �q 044866 O� J *FROM EDGE OF STUD TF OF N1 y CHAPTER 24 OF THE 2020 RCNYS. J GAS RISER DIAGRAM �(D) /6MAX.. EMITTED IDEPTH (D) ..,. p BRIAN JOHNS —7 (D) /6 MAX. NOTCH NOT TO EXCEED 0 REGISTERED ARCHITECT 25%OF STUD DEPTH FLOOR JOISTS - CENTER CUTS 0 STOVE IOANNOU RESIDENCE w K ® DRYER ADDITION & INTERIOR ALTERATIONS IF THE HOLE IS BETWEEN 40% K —+f]BBQ LINE BORED HOLES SHALL NOT AND 60%OF STUD DEPTH, BE LOCATED IN THE SAME THEN STUD MUST BE DOUBLED GAS METER 3/4" 3/4" (D) /4 MAX. CROSS SECTION OF CUT 1-1/2" 1-1/4" NO MORE THAN TWO PAGE CONTENTS: _ OR NOTCH IN STUD GAS FROM 1 IDEPTH (D) SUCCESSIVE STUDS ARE TO BE STREET MAIN 3/4" I DOUBLE AND BORED Plumbing Diagrams (D) /4 MAX. STUD NOTCHING DIAGRAM APPLICATION NUMBER: J J U FILOOR JOISTS - END CUTS L - MECH. L REVIEWED BY: BJ,RA �. PROJECT NO. : 24111 SHEET NUMBER START DATE: A- 1 7 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 STAIR NOTES: FLOOR OPENING /STAIRWAY R311.7.5 STAIR TREADS AND RISERS.STAIR TREADS AND RISERS SHALL MEET THE DIAGRAMNOT TO SCALE REQUIREMENTS OF THIS:SECTION. FOR THE PURPOSES OF THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. DIAGRAM FOR REFERENCE � ±j A HANDRAIL HEIGHT Mi A NY R311.7.5.1 RISERS.THE RISER HEIGHT SHALL BE NOT MORE THAN 81/4 INCHES (209 PURPOSES ONLY. MIN. 34"MAX.38" Brian Johnson, Lead Architect MM).THE RISER SHALL BIE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE SHOULNYSRCD TO N INCONSISTENCY DIAGRAM SHOULD AN INCONSISTENCY FIRESTOPPING HOLES IN TOP PLATE TO BE Brian@AmericanaArchitects.com ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL ARISE JOIST AIR SEALED/FIRE CAULKED CABL NOT BE 516.242.5272 NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). RISERS SHALL BE AS REQUIRED BY CODE RADIA LYE MORE THEN VERTICAL OR SLOPED FfROMTHE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE 5TIM THEDI WEER OF www.AmericanaArchitects.com AT AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAID) FROM THE VERTICAL. AT DOUBLE THE O&E PO BOX #58 Bethpage, NY 11714 OPEN RISERS, OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED TOP PLATE VERTICALLY,TO THE FLOOR OR GRADE BELOW SHALL NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (I OQ MM) SPHERE. DOUBLE STUD CABLE TO BE STAPLE NY R31 1.7.5.2 TREADS.THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHES (229 FASTENED TO FRAMING B MNI).THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL MEMBER,MINIMUM CABLE BEST PLEFASTENED B © americana architect, p.c. PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT TO FR ING MEMBER WITHIN ANGLE TO THE TREAD'S LEADING EDGE.THE GREATEST TREAD DEPTH WITHIN ANY STAIRWAY WIDTH 0'$"QF L RI AL BOX FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MIN. 36" MM). TAIL JOIST STRINGER EL IC L BOX, DOUBLE JOIST SF O N S PLASTIC *NOTE*ELECTRICAL STAIRWAY DIAGRAM STUD BOX SHOWN ISa-g' NOT TO SCALE TO4'-0"TO CENTER OF BOX FROM 6'-8"MIN. HEAD SUBFLOOR C C CONTRACTOR TO VERIFY RISE CLEARANCE AND RUN OF STAIRS PRIOR TO ORDERING MIN.TREAD DEPTH 9" NOSINGS SHALL NOT BE LESS THAN 3/4" CABLE TO BE STAPLE FASTENED NOR MORE THAN 1 1/4" TO FRAMING MEMBER WITHIN 0'$"OF ELECTRICAL BOX MIN.TREAD DEPTH 9" MAX. RISER HEIGHT 8.25" MAX. RISER HEIGHT R302.7 UNDER-STAIR PROTECTION. ENCLOSED 8.25" SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR NOSINGS SHALL NOT BE LESS THAN 3/4" OR ACCESS PANEL SHALL HAVE WALLS, ELECTRICAL BOX, o NOR MORE THAN 1 1/4' UNDER-STAIR SURFACE AND ANY SOFFITS SHOWN AS METAL �--- D MAX TAIL JOIST PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH * 0 V 2X12 STRINGERS,TYP. (12.7 MM) GYPSUM BOARD. NOTE*ELECTRICAL BOX D MAX. DOUBLE JOIST TO CEN IS 10F'BOX-6' O W FROM SUBFLOOR ° ~ DECK RAILING DNOTTO SCALE ° o IAGRAM STAIR RAILING DIAGRAM NOT TO SCALE 4x4 POST Q E TOP RAIL HOLE IN STUD, MINIMUM 1-1/z, TOP RAIL SIMPSON NAIL STOPS TO PROTECT E FROM BOTH FACES OF STUD CABLE FROM DRYWALL NAILS OR STAIR RAIL MOUNTING BRACKETS, TYP. TOP AND BOTTOM SCREWS. '. 7= 7777 BALUSTERS "i TRIANGULAR SPACE UNDER SHOE RAIL 34"TO 38" MUST NOT ALLOW PASSAGE OF 6" POST RAILING HEIGHT SPHERE F BALUSTER INFILL MIUST NOT ALLOW BALUSTER INFILL MUST NOT ALLOW F PASSAGE OF 4"SP HERE PASSAGE OF 4"SPHERE BOTTOM RAIL GENERAL ELECTRICAL NOTES: 01: CONTRACTOR TO INSTALL ALL WIRING / OUTLETS AS PER LOCAL CODE AND TO BE FIRE UNDERWRITERS APPROVED. CONTRACTOR TO FURNISH ALL REQUIRED # REVISION DATE UNDERWRITERS CERTIFICATES `' 02:DEDICATED OUTLETS TO BE INSTALLED FOR APPLIANCES. DISCUSS LOCATIONS OF F I RAILING TO DECK DIAGRAM THE FOLLOWING WITH OWNER: NOT TO SCALE STAIR HEAD HEIGHT DIAGRAM -REFRIGERATOR (INCLUDING GARAGE REFRIGERATOR), GARAGE WORKSHOP 4x4 POST NOT TO SCALE LOCATION, UNDERSINK GARBAGE DISPOSAL,SUMP PUMP (IF REQUIRED), MEDIA CLOSET HUB, HOLIDAY LIGHTS (INCLUDING CHRISTMAS TREE), ETC. 03:CONTRACTOR TO INSTALL LIGHT SWITCHES NEAR ENTRANCE OF ATTIC AND/OR G CRAWLSPACE,WITH LIGHTING EXTENDING THROUGHOUT AS REQUIRED ' G DECK BOARDS 04:CONTRACTOR TO DISCUSS INSTALLING CHILDPROOF OUTLETS WITH OWNER :.� FASTENED WITH Z' 05:CONTRACTOR TO DISCUSS INSTALLATION OF SECONDARY LIGHT SWITCHES NEXT f. SCREWS TO BEDS IN ALL BEDROOMS 2x10 BAND JOIST 06:CONTRACTOR TO PROVIDE GFI OUTLETS AT ALL WET LOCATIONS (BATHS, KITCHEN, LAUNDRY ROOM, ETC.). PROVIDE WATERPROOF GFI OUTLETS AT ALL (2) 'x6"GALVANIZED EXTERIOR LOCATIONS, INCLUDING IN SOFFITS THROUGH BOLTS WITH 07:CONTRACTOR TO INSTALL DIMMER SWITCHES AND REGULAR SWITCHES TO BE == WASHERS "DECORA"SERIES UNLESS OTHERWISE DIRECTED BY OWNER OR BY THE ARCHITECT. (3) W STAINLESS-STEEL 08:CONTRACTOR TO COORDINATE NEW ELECTRICAL SERVICE PANEL, METER,AND SCREWS AS EACH JOIST MAST LOCATIONS IN THE FIELD, PER UTILITY REQUIREMENTS. PRIOR TO INSTALL, k CONTRACTOR TO CONTACT ARCHITECT TO ENSURE LOCATION DOES NOT 6'-8"MINIMUM HEAD Eg COMPROMISE THE DESIGN INTENT. CLEARANCE ALONG 09:ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED ELECTRICAL H ENTIRE WALKLINE OF WIRING TO HVAC SYSTEM. STAIRS 10:ELECTRICAL CONTRACTOR IS TO CONTACT AND COORDINATE INSTALLATION OF t CABLE T.V.WIRES. INSTALLATION IS TO BE PERFORMED IN A TIMELY MANNER WITH 2x10 DECK JOIST RESPECT TO THE OVERALL PROJECT SCHEDULING <,: ��R�D ARC 11: CONTRACTOR TO ENSURE ALL CABLES ARE CLEARLY LABELED AND ORGANIZED W• JOy IN A PROFESSIONAL MANNER 12:ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR RUNNING EMPTY *JOIST:SIZES SHOWN ARE FOR REFERENCE ONLY* CONDUITS FOR PHONE,SECURITY AND AUDIO SYSTEMS.THE ABOVE TO *CONSULT FLOOR PLANS FOR JOIST SIZES* BE COORDINATED WITH THE ARCHITECT AND OWNER. * ► STAIRWAY ILLUMINATION NOTES �44866 y0 J J OF NE`N NY R303.7 INTERIOR STAIIRWAY ILLUMINATION. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO B R IA N JOHNS ILLUMINATE THE LANDINGS AND TREADS.THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 REGISTERED ARCHITECT FOOT-CANDLE (11 LUX) AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. EXCEPTIONS: IOANNOU RESIDENCE 1.A SWITCH I&NOT REQUIRED WHERE REMOTE,CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. 2.OWNER-OCCUPIED ONE-FAMILY DWELLINGS NOTSUPPLIED ADDITION $ INTERIOR ALTERATIONS K WITH ELECTRICAL POWER IN ACCORDANCE WITH SECTION K E3401.2.1. PAGE CONTENTS: NY R303.8 EXTERIOR STAIRWAY ILLUMINATION. EXTERIOR STAIRWAYS SHALL BE WIDTH OF STAIR TO MATCH WIDTH OF Stair, Electrical, and PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM LANDING THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT Insulation Notes SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. EXCEPTION: APPLICATION NUMBER: OWNER-OCCUPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN ACCORDANCE WITH SECTION L E3401.2.1. L REVIEWED BY: BJ,RA PROJECT NO. : 24111 SHEET NUMBER 77-777-777 "S t START DATE: . 18 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED I11- 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 (2020 RCNYS) (2020 RCNYS) EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL SEGMENTS) A TABLE R602.,3(1 FASTENING SCHEDULE CONT. TABLE R602.3(1 } FASTENING SCHEDULE A ITEM DESCRIPTION OF NUMBER AND TYPE SPACING AND EXTENT OF HEADER WITH SINGLE PORTAL Brian Johnson, Lead Architect DES(CRIPTION OF NUMBER AND TYPE SPACING BUILDING ELEMENTS OF FASTENER LOCATION ITEM BUILDING ELEMENTS OF FASTENER AND WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND Brian@AmericanaArchitects.com LOCATION PARTICLEBOARD WALL SHEATHING TO FRAMING(SEE TABLE R602.3(3) FOR WOODSTRUCTURAL PANEL EXTERIOR 2'-18'FINISHED WIDTH OF OPENING 516.242.5272 WALL SHEATHING TO WALL FRAMING FOR SINGLE OR DOUBLE PORTAL WWW.AmerlCanaArChlteCtS.COm ROOF 6d COMMON(2'k0.1 13") NAIL 3 i (SUBFLOOR,WALL) UZI 4-8d BOX(2X'kO.113')OR 30 X Sd COMMON(2 k0.131")NAIL(ROOF) 6 12 J r= L'-•- PO BOX #58 Bethpage, NY 11714 1 BLOCKING BET1W EEN CEILING JOISTS 3-8d COMMON(2 'k0.131");OR Z Q O TENSION STRAP PER 3-lOd BOX(3'k0.128�;OR TOE NAIL � "' TABLE R602.10.6.4(ON OP,RAFTERS TC)TOP PLATE 19 8d COMMON NAIL(2Y2'k0.131') 6 12 = ' 3-3"x0.131"NAILS 31 /2� 1„ 4-8 BOX 2X .113)OR ' ' MIN.3"xl 1 %"NET HEADER STEEL HEADER OPPOSITE SIDE OF 3-8d COMMON(2y'k0.131");OR PER JOIST, 1 Od COMMON(3'k0.148") NAIL;OR PROHIBITED IF SPACER IS USED, PLACE SHEATHING) FASTEN KING STUD TO 2 CEILING JOISTS TO TOP PLATE 3-1Od BOX(3'k0.128�');OR 32 1 X-1 X" 8d 2 ">0.131' DEFORMED NAIL 6 12 ON BACK-SIDE OF HEADER HEADER W/(6)16D SINKERS B © a mericana architect p.c. B TOE NAIL ( / � . 3-3"x0.131"NAILS BRACED WALL LINE � CEILING JOISTS NOT ATTACHED TO OTHER WALL SHEATHING CONTINUOUSLY SHEATHED WITH PARALLEL RAFTER,LAPS OVER 4-1 Od BOX(3'k0.128");OR 3 PARTITIONS[SEIE SECTIONS R802.5.2 3-16d COMMON(3X">0.162');OR FACE NAIL 1 %"GALVANIZED ROOFING NAIL, .. WOOD STRUCTURAL PANELS 4-3'k0.131"NAILS X"STRUCTURAL CELLULOSIC = FASTEN SHEATHING TO HEADER w/8D FASTEN TOP PLATE TO TABLE R802.5.2'] 33 FIBERBOARD SHEATHING /a HEAD DIAMETER,OR 1"CROWN 3 b .• COMMON OR GALVANIZED BOX HEADER WITH TWO CEILING JOISTS ATTACHED TO STAPLE 16 GA.1 %"LONG s •• NAILS IN 3"GRID PATTER AS SHOWN IF NEEDED, PANEL SPLICE EDGES ROWS OF 16D SINKER PARALLEL RAFTER(HEEL JOINT) J SHALL OCCUR OVER AND BE NAILS AT 3"O.C.TYP. 4 [SEE SECTIONS IR802.5.2 AND TABLE R802.5.2 FACE NAIL 1 3/"GALVANIZED ROOFING NAIL, Q 25/z"STRUCTURAL CELLULOSIC , HEADER TO JACK-STUD STRAP PER TABL NAILED TO COMMON BLOCKING TABLE R802.5.2:] 34 i(6"HEAD DIAMETER,OR 1"CROWN 3 b 3 FIBERBOARD SHEATHING = WITHIN THE MIDDLE 24' OF THE COLLAR TIE TO RAFTER,FACE NAIL 4 1 Od BOX(3'k0.128");OR STAPLE 16 GA.1 X"LONG Q O R602.10.6.4 ON BOTH SIDES OF OPENING �- w .. .. OPPOSITE SIDE OF SHEATHING PORTAL LEG HEIGHT.ONE ROW OF 5 OR 1%"x20 GA..RIDGE STRAP TO 3-1 Od COMMON(3'k0.148'1;OR FACE NAIL OF = .. .. 3"O.C.NAILING IS REQ'D.IN EACH .. MIN.7/16"WOOD EACH RAFTER 1 /' GALVANIZED ROOFING NAIL, RAFTER 4-3'k0.131"NAILS 35 X"GYPSUM SHEATHING STAPLE GALVANIZED,1 X"LONG;1 %;' 7 7 MIN.DOUBLE 2"x4"FRAMING COVERED WITH PANEL EDGE. •• •• STRUCTURAL PANEL 3-16d BOX NAILS(3X">0.136);OR 2 TOE NAILS ON ONE SCREWS,TYPE W OR S .e a. MIN.7/6"THICK WOOD STRUCTURAL PANEL >� SHEATHING C N b SHEATHING W/8D COMMON OR TYPICAL PORTAL FRAME 3-1 Od COMMON NAILS(3">0.1 d8");OR SIDE AND 1 TOE NAIL ON C 6 RAFTER OR ROOF TRUSS TO PLATE 4-1 Od BOX(3'k0.128");OR OPPOSITE SIDE OF EACH 1 3/"GALVANIZED ROOFING NAIL, GALVANIZED BOX NAILS AT 3"O.C.IN ALL CONSTRUCTIONS 4-3'k0.131"NAILS RAFTER OR TRUSS 36 5/3"GYPSUM SHEATHING STAPLE GALVANIZED,1 %"LONG; 7 7 FRAMING (STUDS, BLOCKING AND SILLS)TYP. 4-16d(3X'k0.135");OR 1 SCREWS,TYPE W OR S MIN.DOUBLE 2x4 POST(KING AND 3-1 Od COMMON(3'k0.148');OR JACK STUD) NUMBER OF JACK 4-1 Od BOX(3'kO.128");OR TOE NAIL WOOD STRUCTURAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING MIN.LENGTH OF PANEL PER STUDS PER TABLES R602.7(l)& (2) ROOF RAFTERS TO RIDGE,VALLEY 4-3'k0.131"NAILS TABLE R602.10.5 7 OR HIP RAFTERS OR ROOF RAFTER 6d DEFORMED(2'k0.120') NAIL;OR 3-16d BOX(3X°>0.13s°);oR 37 %"AND LESs 6 12 ANCHOR BOLTS PER SECTION TO MINIMUM 2"RIDGE BEAM 2-16d COMMON(3� ">0.162');OR 8d COMMON(2X'k0.131")NAIL MIN.(2)1/7 D►A.ANCHOR BOLTS R403.1.6 END NAIL ( � J INSTALLED PER SECTION R403.1.6 3-1 Od BOX(3'k0.128");OR 8d COMMON 21 'k0.131" NAIL:OR •° '° °� • w/2'x2'x3/16"PLATE WASHER 3-3">G).131"NAILS � �� -1 Sd DEFORMED(2X">0.120')NAIL 6 12 ''^^ WALL lOd COMMON(3'kD.148) NAIL;OR i , .• • ', •�. 4��,' ' `• .. e 39 1 X"-1 X" 8d DEFORMED 2� "x0.120")NAIL 6 12 ,. 16d COMMON(3 Y2'k0.162") 24"O.C.FACE NAIL a ;• 1' . :° ';.�'" a '.; :.'ai; 8 STUD TO STUD 4 e ;., r• . . .�:• . D (NOT BRACED(WALL PANELS) 1 Od BOX(3">0.128";OR • 3"x0.131 NAILS 16"O.C.FACE NAIL (2020 RCNYS) D 16d BOX(3X'k0.135");OR TABLE R602.1 0.5 MINIMUM LENGTH OF BRACED WALL PANELS uj STUD TO STUD,AND ABUTTING STUDS 3">4J.131 NAILS 12"O.C.FACE NAIL MINIMUM LENGTH(INCHES} 9 AT INTERSECTIt14G WALL CORNERS(AT CONTRIBUTING OVER CONCRETE OR MASONRY BLOCK _ BRACEDWALL PANELS) 16d COMMON(312'k0.162") 16"O.C.FACE NAIL METHOD WALL HEIGHT LENGTH FOUNDATION = (SEE TABLE R602.10.4) (INCHES) 16d COMMON(3�'k0.162") 16"O.C.EACH 8 FT 9 FT 10 FT 1 1 FT 12 FT BUILT-UP HEADIER EDGE FACE NAIL 10 (2"TO 2"HEADIER WITH Y2"SPACER) 16d BOX(3X'k0.135") 12"O.C.EACH FACE NAIL DW B,WSP,SFB,PBS,PCP,HPS,BV-WSP 48 48 48 53 58 ACTUAL WOOD STRUCTURAL NAIL SOLE PLATE (2) FRAMING ANCHORS NAIL SOLE PLATE 5 8d BOX(2,z'ko.113");OR PANEL SHEATHING TO JOIST PER APPLIED ACROSS SHEATHING TO JOIST PER Q 1 1 CONTINUOUS(HEADER TO STUD 4-8d COMMON(2y,;kO.131");OR TOE NAIL GB 48 48 48 53 58 DOUBLE SIDED=ACTUAL TO TOP OF BAND TABLE R602.3(1) JOINT WITH A CAPACITY OF TABLE R602.3(l) 4-1 Od BOX(3'k0.128) SINGLE SIDED=0.5xACTUAL OR RIM JOIST 670 LBS IN THE HORIZONTAL E 16d COMMON(3%'k0.162") 16"O.C.FACE NAIL 12 TOP PLATE TO TOP PLATE LIB 55 62 69 NP NP ACTUAL AND VERTICAL DIRECTIONS E 1 o Box(3'k0.128';OR APPROVED BAND JOIST 3">0.131 NAILS 12"O.C.FACE NAIL SDC A,B AND C,ULTIMATE DESIGN 8-16d COMMON(3X"50.162");OR FACE NAIL ON EACH SIDE OF WIND SPEED<140 MPH 28 32 34 38 42 1 2-16d BOX(3 y2'k0.135");OR END JOINT(M INIMUM 24" WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST 13 DOUBLE TOP PILATE SPLICE 12-1 Od BOX(3'k0.128");OR LAP SPLICE LENGTH EACH ABW 48 12-3'50.131"NAILS SIDE OF END JOINT) SDC DO,Dl AND D2,ULTIMATE DESIGN 32 32 34 NP NP WIND SPEED<140 MPH BOTTOM PLATE TO JOIST,RIM JOIST, 16d COMMON(3 X'k0.162") 16"O.C.FACE NAIL 14 BAND JOIST ORR BLOCKING(NOT OVER RAISED WOOD FLOOR - FRAMING ANCHOR OPTION ' BRACED WALL.PANELS) 16d BOX(3X'k0.135");OR 12"O.C.FACE NAIL SUPPORTING ROOF ONLY 16 16 16 18 20 48 (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) 3"x0.131 NAILS PFH BOTTOM PLATE TO JOIST,RIM JOIST, 3-16d BOX(3X")0.t 35');OR 3 EACH 16"O.C.FACE NAIL SUPPORTING ONE STORY AND ROOF 24 24 24 27 29 48 15 BAND JOIST OFR BLOCKING(AT 2-16d COMMON(3X">03 62');OR 2 EACH 16"O.C.FACE NAIL BRACED WALL PANEL) 4-3'k0.131"NAILS 4 EACH 16"O.C.FACE NAIL CL Q F 4�d BOX(3J2'k0.113");OR PEG 24 27 30 33 36 1.5xACTUAL LW =LW `tWOOD STRUCTURAL NAIL SOLE PLATE ATTACHED SHEATHING TO NAIL SOLE PLATE 3-16d BOX(3h">0.135");OR > PANEL SHEATHING TO JOIST PER TABLE BAND OR RIM JOIST w/8D TO JOIST PER 4-Sd COMMON(2y');OR ');OR TOE NAIL TO TOP OF BAND R602.3(1) COMMON NAILS AT 3" TABLE R602.3(1) 4-1 Od BOX(3'kO.128�');OR CS-G 24 27 30 33 36 ACTUAL Z d-3'kO.131"NAILS OR RIM JOIST O.C.TOP AND BOTTOM 16 TOP OR BOTTO)M PLATE TO STUD # REVISION DATE 3-16d BOX(3X'k0.136);OR . . . . . . . . . . . . . 2-16d COMMON(3X ">0.162I;OR END NAIL SDC A,B,AND C 16 18 20 22 24 1.5xACTUAL APPROVED BAND JOIST 3-1 Od BOX(3'k0.128");OR CS-PF . . . . . . . . . . . . 3-3`,0.131"NAILS SDC D0,DI AND D2 16 18 20 22 24 ACTUAL WOOD STRUCTURAL PANEL SHEATHING TOP PLATES,LAPS AT CORNERS 3-1 Od BOX(3'k0.128'1;OR 17 AND INTERSECTIONS 2-16d COMMON(3Xk0.162');OR FACE NAIL OVER APPROVED BAND OR RIM JOIST 3-3'50.131"NAILS ADJACENT CLEAR OPENING HEIGHT(INCHES) 3-8 BOX 2� .I 13');OR FRONT ELEVATION SECTION G 2-8d COMMON(2%;k0.131");OR 18 1"BRACE TO EACH STUD AND PLATE 2-1 Od BOX(3'k0.128�);OR FACE NAIL <64 24 27 30 33 36 2 STAPLES 1 3/" OVER RAISED WOOD FLOOR - OVERLAP OPTION X 68 26 27 30 33 36 (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) 2-8d COMMON(2 'k0.131");OR 19 1"x6"SHEATHING TO EACH BEARING 2-10d BOX(3'k0.128);OR FACE NAIL 2 STAPLES,1"CROWN, 16 GA.I 3/°LONG 72 27 27 30 33 36 CONTINUOUSLY SHEATHED PORTAL FRAME METHOD CS-PF - 2020 RCNYS FIGURE R602.10.6.4 3-8 BOX 2�'k0.11,3;OR 3-8d COMMON(24'k0.131");OR 3-1 Od BOX(3-56.128');OR 3 STAPLES,1"CROWN, 16 GA.1 3/"LONG 76 30 29 30 33 36 20 1" "AND W IDEER SHEATHING WIDER THAN 1'k8" FACE NAIL TO EACH BEARRING 4-8d BOX(2/2"'x0.113");OR 3-Sd COMMON(2%'k0.131");OR 80 32 30 30 33 36 3-1 d BOX(ON.l 28 1;OR -(2)2x_HEADER SIMPSON LSTA21 H 4 STAPLES,1"CROW N,16 GA.1 3/"LONG 84 35 32 32 33 36 AT END OF HEADER H FLOOR TO JACK STUDS 4-8d BOX(2X"k0,113');OR 88 35 32 32 33 36 CRIPPLE STUDS NO 21 JOIST TO SILL,TTOP PLATE OR GIRDER 3-8d COMMON(2y,,k0.131"};OR TOE NAIL CONNECTOR REQ'D. 3-1 Od BOX(3'k0.128);OR R � 'gRG+ 3-3"x0.131 NAILS 92 43 37 35 35 36 Gi��_a W- `10 . RIM JOIST,BAMD JOIST OR BLOCKING L� 4"O.C.TOE NAIL HEADER STUDS BLOCKING TO SILL OR TOFP PLATE(ROOF Sd COMMON(2y'70.131');OR e m �► 22 APPLICATIONS ALSO) 1 Od BOX(3">0.128�);OR 6"O.C.TOE NAIL 96 48 41 38 36 36 (2) FULL * ) 3">�0.131"NAILS 3-8d Box(2y2'°kO.I 13' ;OR LENGTH WALL 1"x6"SUBFLOOIR OR LESS 2-8d COMMON(2y,;k0.131");OR 100 44 40 38 38 STUDS FOR NO CONNECTOR REQ'D. 23 3-1Cd BOX(3"xO.128 ;OR FACE NAIL TO EACH JOIST J CS-WSP, OPENINGS cSj, Q` 2 STAPLE,1"CROWN, 16 GA.13/"LONG C_WS ACTUAL GREATER '9T 0 4805 y0 J 3-16d BOX(3X">0.135");OR 104 - 49 43 40 39 THAN 48" J F OF NEB 24 2"SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON(3X"x0.162') BLIND AND FACE NAIL t, SIMPSON SP4 SIMPSON H3 B R I A N JOHNS 2"PLANKS(PLANK& 3-16d BOX(3 2`,,QJ 36);OR AT EACH BEARING, 108 54 46 43 41 25 BEAM,FLOOR A ROOF) 2-16d COMMON(3X"x0.162-1 FACE NAIL 316 COMMON(3X"x0.162");OR 112 - - 50 45 43 TYPICAL BEARING OPENING REGISTERED ARCHITECT 4-10 BOX(3'ko.128..);OR 26 BAND OR RIM.JOIST TO JOIST 4-3'k0.131"NAILS;OR END NAIL 4-3'kl4 GA.STAPLES, 7/b"CROWN 116 - 55 48 45 TABLE R602.3(3) (REQUIREMENTS FOR 2015 INTERNATIONALOOIDENTIAL CODE)PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES(a),(b),(c) I OA N N O U RESIDENCE NAILS EACH LAYER AS ' 20d COMMON(4'k0.1 92');OR FOLLOWS:32"O.C.AT TOP, BOTTOM AND STAGGERED 120 60 52 48 MINIMAL NAIL MINIMUM WOOD MINIMUM PANEL NAIL SPACING ULTIMATE DESIGN WIND SPEED 24"O.C.FACE NAIL AT STRUCTURAL NOMINAL PANEL MAXIMUM WALL Vult(MPH) ADDITION & INTERIOR ALTERATIONS 1 Od BOX(3'50.192');OR TOP AND BOTTOM PANEL SPAN THICKNESS STUD SPACING WIND EXPOSURE CATEGORY SIZE PENETRATION (INCHES) EDGES FIELD (� K 27 BUILT-UP GIRDERS AND BEAMS, 3">0.131"NAILS STAGGERED ON OPPOSITE 124 - - - 56 51 (INCHES) RATING (INCHES) (INCHES O.C.) (INCHES O.C.) B C D ' 2-INCH LUMBEER LAYERS SIDES 6D COMMON 1.5 24/0 24/0 16 6 12 140 115 110 AND: (2.0"x 0.1 13°) 2-20d COMMON(4'k0.192"):OR FACE NAIL AT ENDS AND AT 128 - - 61 s4 PAGE CONTENTS: 8D COMMON 16 6 1 2 170 140 135 3-1 Od BOX(3'X0.128");OR EACH SPLICE �+ 1.75 24/1 6 24/16 (2.5"x0.131') Nailing Notes 3-3">0.131"NAILS 24 6 12 140 115 110 132 - - 66 58 4-16 BOX(3X">0.135');OR FOR SI:1 INCH=25.4 MM,1 MILE PER HOUR=0.447 M/S. 28 LEDGER STRIP SUPPORTING 3-16d COMMON(3X 'k0.162');OR AT EACH JOIST OR A.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORTS.THREE-PLY PLYWOOD SHEATHING W ITH STUDS SPACED MORE THAN 16 INCHES ON JOISTS OR RAFTERS 4-1 Od BOX(3'k0.1281;OR RAFTER,FACE NAIL 136 - - 62 CENTER SHALL BE APPLIED W ITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORTS. 4-3'k0.131"NAILS B.TABLE IS BASED ON W IND PRESSURES ACTING TOWARD AND AW AY FROM BUILDING SURFACES IN ACCORDANCE W ITH SECTION R301.2.LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10. APPLICATION NUMBER: 2-1 Od(3'k0.128'),OR 140 - - 66 C.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR W ALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS W ITH A 24/0 SPAN RATING. 29 BRIDGING OR[BLOCKING TO JOIST 2-8d COMMON EACH END,TOE NAIL PLYWOOD SIDING RATED 16 O.C.OR 24 O.C.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING.WALL-]6 AND PLYWOOD (2X'k0.131",OR 2-3'k0.131')NAILS SIDING 16"O.C.SHALL BE USED W ITH STUDS SPACED NOT MORE THAN 16 INCHES ON CENTER. REVIEWED BY: BJ,RA L 144 - - - - 72 L . 77 •. ,.,.. SHEET PROJECT NO. : 24111 NUMBER jo I START DATE: IA- 1 9 01 02 03 04 OS 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 A (6)8DNAILS IMPSONH2.5A STRAPPING NOTES: A Brian Johnson, Lead Architect HIP RAFTER TYPICAL SPACING SIMPSONSTRONG•TIE HIP VALLEY -'M 11M 3',B'ONCENTER 3"SQUARE%5/16' 01: ALL STRAPPING TO BE 1-1/4"WIDE 20 WASHERSB END NUT TUP GA.STEEL OR'SIMPSON' EQUIVALENT Brian@AmericanaArchitects.com : RAFTER 1'-0"MAXIMUM -//� //� //� / EVERY RAFTER RAP OVER - ¢ SIMPSONUO SETUP CS20 (COILED STRAP) UNLESS NOTED 516.242.5272 (3)BD NAILS` DOUBLE S ILL PLATE ;. (3)8D NAILS ° SIMFSON STRONG TIE Oa ";I; =g SINGLE FORSLAB ON Y e HCP2(SINGLEIiIPRAfTEI� a ,; I OTHERWISE. 5)BID X 1-1/2" HCP4(DOUBLE HIP RAFTER) B • • GRADE APPLICATIONS 7'EMBEDMENTIMO ;:t� • •RIDGE BOARD I NAILS TO RAFTER ° 0 EAAp `IFOUNDATION �� °QNCRE,E �i www.AmericanaArchitects.com ° bR'DIAMETERANCHOR NTOBLOCK 02: USE STAINLESS STEEL STRAPS & PO BOX #58 Bethpage, NY 11714 ADJUSTABLE ° • t ec BOLTS,TYPICAL V„ 15"EMBEDMENT _ HANGER ° . RAFTER �- FOUNDATION FASTENERS OR HOT-DIPPED GALVANIZED (2)8D X 1-112' °° • • 4 • ATEroioP o u ° ° PLAN ••�9 WHEN IN CONTACT WITH PRESSURE POURED CONCRETE . TREATED LUMBER. OQ�� / A(R •• - O FOUNDATION WALL to Leo aoAR��e� e 142ATEACHRPFTER RUTE (58DNAS v a• •a. O3: INSTALLSTRAPPINGFORALLNEW SIMPSODECHR 1.81E SIMPSON STRONG-TIE ° „, - B © americans architect p.c. B NAILS I-1/2" MODEL'HRg81' C520'COIL STRAP EVE YSSIUD g CONSTRUCTION.AND WHERE NOTED NAns 7o sT°° ° SECTION "' RAFTER TO RAFTER ROOF RAFTER TO PLATE HIP RAFTER TO (0)BDNAILS ON PLANS i CONNECTION DETAIL TO WALL STUD DETAIL PLATE DETAIL . HIP RAFTER TO RIDGE DETAIL PORCH ROOF RAFTER TO BEAM TO POST' COMMON RAFTER TO HIP/VALLEY RAFTER ANCHOR BOLT SPECIFICATIONS 04:INSTALL CORNER HOLD DOWNS AT ,,,• m�''x. =e I. „ , ALL EXTERIOR CORNERS UNLESS OTHERWISE NOTED 05: INSTALL STRAPPING FOR EACH OF THE FOLLOWING: HOUSE COMPONENT: -RAFTER TO RAFTER OVER RIDGE -RA TER TO PLATE TO C (4)BD NAILS A, -HIP TO PLATE TO Sao° C (8)BD NAILS SIMPSONSTRONG-TIE (8)BD NAILS END SIMPSON STRONG-TIE ',`' so Ll°°DRIVER Posi - -COMMON RAFTER TO HIP/VALLEY LENGTH CUT LENGTH AS EVERY STUD OID STRAP OVYER • �^^� 'CS20'COIL STRAP OVER • re B RAFTER (BJ BD NAILS I SIMPSON STRONG-TIE REQUIREDGT CODE ,yRl SIMPSON STRONG-TIE " F EVERY STUD SOLID CORNER POST 'CS20'COIL STRAP OVER M 'CS20'COIL STRAP OVER 0 : SIMPSON'HDUB-SDS2.5' 00 HOLD DO WN 2-16D COMMON Q EVERY STUD x EVEYSIUD (0)BDNAILS z NAILS 06"O,C.FOR -HEADER TO JACK-END WALL STUDS O STUD STUDS ICUs LENGTH AS I/8"DIAMETER FULLLENGhi Of STUD (8)BD NAILS REiQUIRED BY CODE - � THREADED ROD INSTALLSIMPSON (8)BID NAILS k. STUD TO RIM JOIST o ' CMST16 FOR 16 FT WIDE (2)BD NAILS w CLEAR SLIDING DOOR VRsd` F(O T SIMPSONHA UBSD62.5' -WALL STUD TO RIM JOIST SIMPSONSTRONG-TIE 1ST }E O ORS BCb ' HO LD DOWN BLOCKING AT COY, SIN PSONSTRONG-TIE SPAN IF CRIPPLE STUCS ARE 'CS18'COILSTRAP OVER wTB JC �Q� o6Ty, RIM �, END WALL °oNOFt -CANTILEVERED STUD TO WALL 'CS20'COIL STRAP YSTDD HEN PROVIDE ONE R UTIU1E0 OVER HEAER pf'�p m ° 15)BD ° EVERY JACK 8 KING STUD SE WRAP UNDER BELOW THEN STRAP FROM TOP ref BD NAILS = SILLWRAP PLATE SZ PLATE TO CRIPPLE STUD Q - (2)OD NAILS QI�SSJ TOP 400R BFROMGRIPPLESTUD -RIM JOIST TO SILL PLATE QPIYO PLATE °� ° IB)BD IS FL TO HEADER w U WRAP UNDER C1 I y r Z 4 (e)BD NAILS SILL PLATE (AV ° ° I' END - H25A ROD EMBEDDED 12'INTO PROVIDE STRAP FOR J067 HANGER ,i 1, EACH JACK STUD WHEN SIMPSO 7,8'DIAMETER THREADED PORCH COMPONENT : D (6)BDNAILS LENGTH MULTIPLEJACKSUDS RIM JOIST CONCRETE WITH SIMPSON -RAFTER TO LEDGER WITH JOIST 8 8D NAILS SPA PSON STRONG-TIE SET,ADHESIVE HANGER D F () APE REQUIRED (5)BD% ` � I-12' 'CS20'COIL STRAP OVER NAILS EVERY STUD :.`1 SIMPSON'HDUS-SDS2.5' R -RAFTER TO BEAM TO POST W (a)BID NAILS �' HOLD DOWN Q1T k`p0 -BEAM TO POST TO FLOOR BEAM �— re)BDX,-1n'NAILS (El EDNAILS -FLOOR BEAM TO POST GABLE STUD WALL TO (B)BD NAILS CANTILEVERED WALL STUD -POST TO PIER (FOOTING) FIRST FLOOR TO SECOND FLOOR ,, HOLD DOWN CONNECTION HOLD DOWN CONNECTION -JOISTS TO BEAM WALL STUD DETAIL IL JACK STUD AT HEADER OPENING a WALL STUD TO RIM JOIST DETAIL WALL STUD TO SILL PLATE AT GARAGE WALL TO RIM TO TOP PLATE DETAIL aA", FOR FIRST FLOOR TO FOUNDATION WALLCONNECTION FOR FIRST FLOOR TO SECOND FLOOR CONNECTION WALL STUD DETA �' a' V F ;tF '.I4 Q E E N SPLICING OF TOP PLATE ROOF BEAM FILLER BLOCK TOP PLATE (3)BIDEACH NAILS AT ROOF BEAM �I,; ZONE 1 ZONE 2 ZONE 3 ZONE 4 EACH END OF STRAP PORCH ROOF RAFTER N p ry TOP PLATE SPLICE REQUIREMENTS NO 16D NAILS TO BEAM TO POST /11AM10,10ISTSTRAPPING WFIELD 8"O.C. 17'O.C. 3"O.C. 4"O.C.T INTERSECTION STRAPPING ONE STORY SLAB ON GRADE WRAPSIMPSON T li= L/ 'CS2V COILSTRAP _ HOT DIP GALVANIZED FOR ., � PANEL EDGES 4"O.C. 6"O.C. 3"O.C. 3" O.C.EXTERIOR USE (3)16D NAILS TO CONTINUOUS FROM I, ,Jr'P (3)16D NAILS TO DECK GIRDER OVER N FILLER BLOCK FILLER BLOCK ROOFBEAM AND �,��; � ;',�`;�_ MINIMUM SPLICE BACKDOWNTO BUILDING DECK GIRDER AS SOLIDWOOD (4)BID NAILS DECK JOIST ` '� �`—�` LENGTH OF /) W A A A A � 16D NAILS SHOWN PRESSURE TREATED .{ + DIMENSIONS STAGGEFED T2' POST INSIDE O.C.VERTICAL HOLLOW COLUMN I t O © O O O O t s O PLATES e 2%LEDGER FASTENED TO ,. .: 12'-0" 16D NAILS--,-., AILS LOAD BEARING DECK GIRDER AS O O O T WALL STRUCTUPE r FIBERGLASS '�; O O x 1 6-0" 4'-0" .. F STAG, ERED I2" PER PLANS (4)BD NAILS O.C.VERTICAL : HANGER STUD COLUMN HOLLOW O UMN FIBERGLASS BEAM TO JOIST STRAPPING DJUSTABLE ANGLE JOIST VOID TO BE FILLED WITH - SIMPSON H25. t T t-"I 20-0" RIGID INS ULATION OR SPRAY t; f ,� J.-. FOAM PRIOR TO EXTERIOR HOT DIP GALVANIZED FOR _ • (3)16D NAILS i0 SHEATHING BEING APPLIED - -(3)BD NABS AT POST EXTERIOR USE _ SEE RAFTER PI BEAM TO < A A EACH END Of STRAP POST BASE POST STRAPPING DETAIL / 1 1 i 4 l I I 1 24'-0" 6'-0" FILLER BLOCK -*: w O O O O O O O O O O O O POST BASE INSIDE e HOLLOW COLUMN '`�' = 28'-0" 7'-0„ DECK GIRDER AS PER POST BASE "- IODTOENAILTO DETAIL - L,' "' p # REVISION DATE BOTTOM PLATE - POST TO BEAM 32'-O" 8'-O" O 36-0 9'-0" AS PER CODE STRAPPING SIMPSON BOTTOM H25 CONCRETE O y " PLATES POST CONCRETE FOOTING AS PER JOIST HANGER POST BASE FOUNDATION PLANS ' OO O OO OO © OO t '= O `� 40 I Iv 2%LEDGER FASTENED 70 { WALL STRUCTURE ,�', Z GABLE ROOF .� HIP ROOF ':" ;,I. U 50'-0" 13-01, r Q NOTE: 60'-0" 16'-0" n- A=4 FEET IN ALL CASES NAILING REQUIREMENTS ARE (� CONCRETE � 70'-0" 17'-0" FOOTING AS PER `.J G PLANS ;d FOR 120-MPH 3-SECOND PEAK GUST. SPACING IS HOLLOW PORCH COLUMN TO BASED ON 3/4"SHEATHING AND 8D COMMON NAILS TYPICAL EXTERIOR TYPICAL EXTERIOR PARTITION HOLLOW PORCH COLUMN TO SOLID POST PORCH COLUMN TO PORCH RAFTER CONNECTION Q 80'-O" 22'-0" CORNER CONSTRUCTION INTERSECTION DETAIL DECK ASSEMBLY DIAGRAM z' FOUNDATION ASSEMBLY DETAIL _` DECK ASSEMBLY DIAGRAM ASSEMBLY DETAIL z REQUIREDCONSTRUCTION FOR L 1 A L NEW I. AND/OR NEW ADDITIONS TOP PLATE SPLICE REQUIREMENTS ALL OTHER CASES MULTIPLE PIECE BEAM MINIMUM SPLICE BUILDING LENGTH OF ASSEMBLY DIAGRAM AND NOTES 1.3J4"WIDTH PIECES: DIMENSIONS wnHJO roamMAY BE NAILING & STRAPPING AT EXTERIOR WINDOW / DOOR HEADERS PLATES AVOID FJI�4l� H """JO6T -MINIMUM OF 3 ROWS 1 OD R'>K H �` ' REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS 12'-0" 2'-0" s MATBON • 0.128") NAILS AT 12" O.C. ( ) STRONG TIE 3"MINIMUM SIDE }e�� ,,/ 1 6'-V" 3'-O" LAO °B� O COVER REQUIRED �c FIRST =XR . -MINIMUM OF 4 ROWS l OD (3"XK FTooR INTO 0.128") NAILS AT 12" O.C.FOR 1,4" NOTE: RIMJOW(OR WAu 20'-0" 4'-0" STLAB)M°I.2•EAOH AND DEEPER BEAMS ALL STRAPPING TO BE 1 1 J4"X20 GAUGE STEEL OR'SIMPSON' EQUIVALENT- CS20 (COILED STRAP) ' - �x -IF USING 12D (31 4") OR LARGER 24'-0" 4'-0" �5 W• JO '�'�j. ° S1MPSONSTRONG-TIE -ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEATHING � h'N •ABA". 4X4POSIT NAILS,THE NUMBER OF NAILING ABA46 I=POST) a TYP•0EtlUDl4 • ROWS MAY BE REDUCED BY 5'-0" Q• �� J1 •• :A ABA66 I6X6 rAIL NOTE: LOAD MUST BE APPLIED EVENLY ACROSS ENTIRE ONE. NAILING SCHEDULE: `. 32'-0" b'-0" Y MINIMUM EMBEDMENT ° ^ e BEAM WIDTH. OTHERWISE USE CONNECTIONS FOR * I + } ,e ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS .. • INTO CONCRETE •° eke SIDE-LOADED BEAMS. 3-1/2"WIDTH PIECES: (WOOD FRAME CONSTRUCTION MANUAL) 36'-0' 7'-0 •$ °*' FXPDUNDAMINIWAL NOTE: ADDITIONAL NAILING OR BOLTING MAY BE •MINIMUM OF 2 ROWS 12"BOLTIS 40'-0" 8'-0" �j, REQUIRED WITH SIDE-LOADED MULTIPLE-MEMBER AT 24"O.C. STAGGERED A " qT 044800 J TYPICAL POST BASE TO CONCRETE PORCH POST TO CONCRETE BEAMS. REFER TO CURRENT PRODUCT LITERATURE NOTATION A B C D E F 50-0 10'-0" J F 0� NEB CONNECTION DETAIL FOOTING DETAIL LEDGER ATTACHMENT ROUGH A 60'-0" 12'-0" .. f OPENING 2'-0" 2 (1) 2X4 1 1 1 1 70'-0" 14'-0" BRIAN JOHNS 80'-0" 16'-0" N-0" 4 (1) 2X4 2 2 2 2 REGISTERED ARCHITECT 60 6 (2) 2X4 OR (1) 2X6 3 3 3 3 Top Plate 8'-0" 8 (2) 2X4 OR (1) 2X6 3 3 3 3 Splice Length -- RATIO LIMITS sH/L<3112 NOTE: RIDGE 101-01 10 (2) 2X6 4 4 4 4 I OA N N O U RESIDENCE FASTENERS: INTO RIM JOIST(4)SUDS 1 1/2" 01:SHEATHING AS PART OF ADDITION & INTERIOR ALTERATIONS 8 41 SLY W OD NOT `' BLOCKING TWO BAYS SIMPSON STRONG-TIE SHEARWALL SEGMENT WHERE 12'-O" 12 (2) 2X6 5 5 5 5 LUS JOIST HANGER cLARItt BACK AT 4B'O.C. K SEAM BLOCKING AT ALL NOTED ON FLOOR AT C 'r`t PLAN, SHALL BE CONTINUOUS FROM NOTATIONS : K Ll ° SILL TO TOP PLATE OR ADEQUATELY A) NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS F y BLOCKED AT JOINTS. B) NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) PAGE CONTENTS: • PLYWOOD SHEATHING NAILSQ6'O. 02: HOLD DOWNS REQUIRED AT ALL C) NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER COMMON NAILS @ 6'O.C.- o p p FOR EDGE AND FIELD CORNERS OF STRUCTURE SEE D) NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT KING STUD TO END OF }r +DETAILS OAQA;B TWO BAYS S I I a n N O I eS HEADER AT EACH SIDE p p S IM1A PSON STRONG-TIE THIS SHEET. _ E) NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) O1:TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP JOIST ANCHOR ° 8 03: REFER TO NAILING AND FIRST AND r N PLATE CONNECTION USING2-16D NAILS PER FOOT.FOR HGA1048"O.C. • TOLD DOWN,SEE DETAILS F) NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF SHORTER SPLICE LENGTHN THE NAILSPAC NG SHALL BE STRAPPING DETAILS THIS SHEET TO SILLS) AT EACH SIDE (DOES NOT APPLY TO DOORS)HISSHEET REDUCED IN ORDER TO FRONDS AN EQUIVALENT NUMBER OF 6/8"DIAMETER ANCHCJR FOR A CONTINUOUS LOAD PATH. "- NAILS. BOLT AS PER CODE,48J" F¢. 02:TABULATED SPUCE LENGTHS ASSUME A MEAN ROOF HEIGHT APPLICATION NUMBER: O.C.,12'OFF CORNER JOIST TO WOOD BEAM OF 33 FEET.FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS,THE ' JOIST ANCHOR DETAIL CONNECTIONS SHEAR WALL DETAIL,TYPICAL t BLOCKING AT END WALL TABULATED VALUES SHALL BE PERMITTED TO BE MULTIPLIED BY < oso. REVIEWED BY BJ R s I , A , y- t> L F+ L PROJECT NO. : 24111 SHEET NUMBER START DATE: - 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED A20 e- 01 02 1 03 04 f 05 06 07 08 09 10 11 12 13 14 15 A A Brian Johnson, Lead Architect I�RPS28 (16 GAUGE) TO REINFORCE TOP PLATE, AND 07 HSS2-3-SDS3 (16 GAUGE) HEAVY STUD SHOE FOR RPS28 0 O PSPN516Z MSTC® BrianCAmericanaArchitects.com RPS28Z (16 GAUGE ZMAX TM) TO REINFORCE SILL PLATE. TRIPLE 2X STUD. USES (12) SDSY4" x 3" SCREWS (INCLUDED). ,., ti 51 6.242.5272 INTERNATIONAL RESIDENTIAL CODE - 2015/2018 R602.6.1 INTERNATIONAL RESIDENTIAL CODE - 2015/2018 R602.6 AND INTERNATIONAL BUILDING CODE - 2015/2018 2308.5.8 M1308.2 o t t .0.0 o W�/�/w.AmericanaArchitects.com INTERNATIONAL BUILDING CODE - 2015/2018 2308.5.8, 2308.5.9 -b ° • • 0 0° o o ° E ° o o TM .ti•4i • o • A 0 0 0 0 0 PSPN516Z NA GAUGE ZMAX ) AT TOP / BOTTOM PLATES AND 230O5.10 • 0 • PO BOX #58 Bethpage, NY 11714 INTERNATIONAL RESIDENTIAL CODE- 2015/2018 P2603.2.1, INTERNATIONAL PLUMBING CODE - 2015/2D18 305.8 0 0 R602.6.1 AND M13108.2 ®INTERNATIONAL MECHANICAL CODE - 2015/2018 305.5 TER ° ° INTERNATIONAL BUILDING CODE - 2015/2018 2308.5.8 CTS218 OR INTERNATIONAL PLUMBING CODE - 2015/2018 305.6 MSTC (16 GAUGE) AT TOP PLATE Q VENT INTERNATIONAL MECHANICAL CODE - 2015/2018 305.5 INTERNATIONAL RESIDENTIAL CODE - 2015/2018R602.6.1 PIPE (�PSPN58Z (16 GAUGE ZMAX TM) AT TOP OR BOTTOM PLATES INTERNATIONAL BUILDING CODE - 2015/2018 2308.5.B ZN PSPN516Z B INTERNATIONAL RESIDENTIAL CODE - 2015/2018 P2603.2.1 AND MEMD3 (14 GAUGE) TO REINFORCE TOP-PLATE FOR BOTH FLOOR B © americana architect, p.c. INTERNATIONAL PLUMBING CODE - 2015/2018 305.8 COMPRESSION AND TENSION FORCES INTERNATIONAL MECHANICAL CODE - 2015/201B 305.5 SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC-2015 4.1.4 INTERNATIONAL RESIDENTIAL CODE - 2015/2D18R602.6.1 5 (4 NS - NAIL STOPS TO PROTECT PIPING INTERNATIONAL BUILDING CODE - 201 5/201 8 2308.9.8 FROM DRYWALL NAILS FOR SCREWS. NS2 SS1.5 INTERNATIONAL RESIDENTIAL CODE - M1308.2 AND P2603.2.1 v o v NATIONAL ELECTRIC COIDE - 2014/2017 300.4 N HVAC CHASE • ° v O o °�o INTERNATIONAL PLUMBING CODE - 2015/2018 305.8 (2)ADJACENT o v v o ° INTERNATIONAL MECHANICAL CODE - 2015/2018 305.5 STUD BAYS �' ° NO. (12)0.162"x 3Y2"NAILS O {'J SS1.5 (16 GAUGE) STUD SHOES REINFORCE AND PROTECT PLUMBING IN 2X. (16)0.162"x "NAILS (24)0.162"x z"NAILS NS1 INTERNATIONAL RESIDENTIAL CODE - 2015/2018 R602.6 AND M1308.2 Q INTERNATIONAL BUILDING CODE - 2015/2018 2308.5.8. 2308.5.9 AND 2308.5.10 INTERNATIONAL PLUMBIING CODE - 2015/2018 305.8 HSS2- INTERNATIONAL MECHANICAL CODE - 2015/2018 305.5 LINES SDS1.5 ° ' / HVAC CHASE IN EXTERIOR OR LOAD OP 316d ° a ' A. e ° G` HSS2-SDS1.5 (16 GAUGE) HEAVY STUD SHOES TO REINFORCE BEARING WALL FASTENERS Q' ° d a' . .a° s. c AND PROTECT SINGLE 2X STUDS WHERE PIPE 15 LOCATED. USES HSS2-3SDS3O7 (12) SDS 4 x X SCREWS (INCLUDED). EVERY 16" INTERNATIONAL RESIDENTIAL CODE - 2/315/2018 R602.6 AND M1308.2 t>; ELECTRICAL v INTERNATIONAL BUILDING CODE - 2015/2018 230B.5.8, 2308.5.9 AND 2308.5.10 p = WIRING 1. TO MEET THE PRESCRIPTIVE IRC REQUIREMENTS 16d BOX NAILS(0.135"DIAx 3XI MAYBE USED. 0 INTERNATIONAL PLUMBING CODE 2015/20i8 305.8 4 NS 2. ALLOWABLE TENSION LOAD IS 0.75 OF TABLE LOADS WHEN INSTALLED WITH 16d BOX NAILS. - 2 INTERNATIONAL MECHANICAL CODE - 2015/2018 305.5 PSPN516Z LOAD BEARING WALL Q PSPN516Z(16 GAUGE ZMAXT M)AT TOP OR BOTTOM PLATES PSPN58Z�3 (WITH HVAC CHASE) INTERNATIONA1 RESIDENTIAL CODE-2015/2018 P2603.2.1,R602.6.1 AND M1308.2 INTERNATIONAIL BUILDING CODE-2015/2018 2308.5.8 RPS28Z iD INTERNATIONAL PLUMBING CODE-2015/201 8 306.8 INTERNATIONAkL MECHANICAL CODE-201 5201 8 305.5 PLUMBING DETAIL 1 PSPN516;Z NAIL STOPPER TOP BOTTOM PLATE REPAIR 2 PSPN516Z NAIL STOPPER TOP OR BOTTOM PLATE REPAIR 2A '^ PLUS PLUMBING LINE PROTECTOR PLUS PLUMBING LINE PROTECTOR V, D <1y" D 8" CODES:ICC-ES ESR 2105 WITH LA SUPPLEMENT;FLORIDA FL10852. 4X"MAX.GAP UJI MODEL �I KAF INSTALLA I[ON t-A,�I tNtK,5 ALLOWABLE LUAUS DF/SP ALLOWABLE LOADS SPF/HF ° • NO. QTY. (TOTAL) (Ib.) (Ib.) (160) (160) (160) (160) (3)NS1 Z NS2 0 H ne e U U ne- a 0.148"x 1y2" Juuu 4S,35 NS1 PSPN58Z wo- i e wo- 1 e wo i e 0 ne- ie ne- i e SD#9 x 1y2• O 0 wo i- e wo-SiT. 0 wo- i e SUPPLY LINES O E 5" 1. ALLOWABLE LOADS HAVE BEEN INCREASED FOR WIND OR EARTHQUAKE LOADING WITH NO E e 0 FURTHER INCREASE ALLOWED.REDUCE WHERE OTHER LOADS GOVERN. NS 1 2. FASTENER QUANTITIES ARE FOR A SINGLE STRAP. 0 (NS2 SIMILAR} p 3. MAXIMUM GAP BETWEEN WOOD MEMBERS IS 4X". SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC-20154.14 TYPICAL CTS INSTALLATION .}.. INTERNATIONAL RESIDENTIAL CODE-201512018 R602.6.1 (One-sided installation shown) INTERNATIONAL BUILDING CODE-2015/2018 2308.5.8 NS-NAIIL STOPS TO PROTECT PIPING ' FROM DRYWALL NAILS OR SCREWS. :?••ti:;";,• NO. INTERNATIONAL RESIDENTIAL CODE-M1308.2 AND P2603.2.1 ,• . l; NATIONAL ELECTRIC CODE-20142017 300.4 j I�'f.•�•4`^,.y�:; •tiNS1 14 r' PSPN58Z(16 GAUGE ZNAAXTM)AT TOP OR BOTTOM PLATES INTERNAITIONAL PLUMBING CODE-201 51201 8 305.8 INTERNATIONAL RESIDEENTIAL CODE-2015/2018 P2603.2.1 AND M1308.2 INTERNATIONAL MECHANICAL CODE- 2015/2018 305.5 INTERNATIONAL PLUMB31NG CODE-201512018 305.8 INTERNATIONAL MECHANICAL CODE-2015/2018 305.5 1. OPTIONALNAILS: 8d=0.131'DIAx 3W LONG. PSPN58Z NAIL STOPPER PLUMBING LINE PROTECTOR 3 CTS218 COMPRESSION-TENSION STRAP TOP-PLATE REPAIR 4 NS NAIL ,STOPPER PLUMBING AND ELECTRICAL 5AI NS NAIL STOPPER PLUMBING AND ELECTRICAL 5B C /^� LINE PROTECTOR LINE PROTECTOR F r 3% I 3X I ® # REVISION DATE / z3/4• 7�" r I NS2 6" Q O O O O O SUPPLY LINE 6��"MIN. a OL'O O O O O O � CODES:ICC-ES ESR-2608;FLORIDA FL10864 VENT PIPE SS1.5MUUtL CODES:ICGES ESR-2608;FLORIDA FL10864 00 SIZE (TOTAL) HSS (TOTAL) 4 X (12)0.14IT'x 1 ) a X 3" DS libb ;.5.'?3 SS4.5 (12)0.148"x 1 " a(12) "x 3"SDS H X HSS2 H,SS2-3 ' X H NOTES: NOTES: 1. INSTALLS OVER PIPE UP TO 23A"OUTSIDE DIAMETER. NOTE: INTERNATIONAL RESIDIENTIAL CODE-2015/2018 R602.6 AND M1308.2 1. SS STUD SHOES REINFORCE STUDS AND PROTECT PLUMBING. INTERNATIONAL RESIDENTIAL CODE-201512018 R602.6 AND M1308.2 2. SDS SCREWS PROVIDED. 1. DISTANCE BETWEEN CENTER LINE OF SUPPLY LINE AND CENTER LINE OF VENT PIPE MUST BE A INTERNATIONAL BUILDIING CODE-201 5/201 8 2308.5.8,2308.5.9 AND 2308.5.10 2. ROOF LOADS ARE 125%OF FLOOR LOADS UNLESS LIMITED BY OTHER CRITERIA. INTERNATIONAL BUILDING CODE-2015/2018 2308.5.8,2308.5.9 AND 2308.5.1(0 3. ROOF LOADS ARE 125%OF FLOOR LOADS UNLESS LIMITED BY OTHER CRITERIA. MINIMUM OF 6T4"TO PROVIDE ADEQUATE SPACE FOR THE HSS AND NS2. INTERNATIONAL PLUME31NG CODE-2015/2018 305.8 FLOOR LOADS MAY BE ADJUSTED FOR LOAD DURATIONS ACCORDING TO THE CODE,PROVIDED THEY INTERNATIONAL PLUMBING CODE-201 51201 8 305.8 FLOOR LOADS MAY BE ADJUSTED FOR LOAD DURATIONS ACCORDING TO THE CODE, INTERNATIONAL MECHANICAL CODE-20152018 305.5 DO NOT EXCEED ROOF LOADS. INTERNATIONAL MECHANICAL CODE-2015(2018 305.5 PROVIDED THEY DO NOT EXCEED ROOF LOADS. S��ED aRCy/ NOTCHED STUD REINFORCEMENT NOTCHED STUD REINFORCEMENT NOTCHED STUD REINFORCEMENT NOTCHED STUD REINFORCEMENT W JQy� SS STUD SHONE AND PLUMBING LINE PROTECTOR 6A SS STUD SHOE AND PLUMBING LINE PROTECTOR 66 HSS-SDS STUD SHOE AND)PLUMBING LINE PROTECTOR 7A HSS-SDS STUD SHOE AND PLUMBING LINE PROTECTOR 7B SSIHSS-SDS STUD SHOE CLEARANCE REQUIREMENTS 7C MSTC(16 GAUGE)AT T(OP PLATE MSTC(16 GAUGE)AT TOP AND BOTTOM PLATE NOTES: INTERNATIONAL RESIDIENTIAL CODE INTERNATIONAL BUILDING CODE-2006200912012 1. WHERE TTOP-PLATE HOLE OR NOTCH REDUCES RPS28 =."•"." 20152018 R602.6.1 2308.5.8 COMPRESSION CAPACITY BELOW ACCEPTABLE LEVEL, �1 CONSIDER USING CTS218(SEE DETAIL4) �. 044868 Q� 2. INTERIOf22,NON-LOAD BEARING WALLS REQUIRE NO e o o 0 0 " o ' 0 o elo CD • ° • ° ° J STRUCTURAL REPAIR. J A( MSTC52 MSTC52 3. STRAP MUUST BE INSTALLED ON THE UPPERMOST PLATE 0 4. NAILS: 165d=0.162"DIAx 3)6"LONG B R I A N JOHNS NOTE:MERE TOP-PLATE HOLE OR NOTE:WHERE TOP-PLATE HOLE OR NOTCH REDUCES COMPRESSION NOTCH REDUCES COMPRESSION REGISTERED ARCHITECT CAPACITY BELOW ACCIEPTABLE LEVEL, CAPACITY BELOW ACCEPTABLE LEVEL, CONSIDER USING CTS218 CONSIDER USING CTS218(SEE DETAIL 4) HVAC CHASE (SEE DETAIL 4) (2)ADJACENT BAYS CODES:ICGES ESR 2606 WITH LA SUPPLEMENT;FLORIDA FL10864. HVAC CHASE (2)ADJACENT I O A N N O U RESIDENCE BAYS NO. WIDTH (TOTAL) TENSION LOADS(Ib) EXTERORORLOAD ADDITION & INTERIOR ALTERATIONS K CODES:[CC-ES ESR-21105 WITH LA SUPPLEMENT;FLORIDA FL10852 BEARING WALL K 1 18/s" :5 5 (12)0 1-6-2 x " (TOTAL) TENSION LOADS(Ib.) TENSION LOADS(Ib.) DF/SP SPF/HF s 2"x 1 22 16" (16)0.16Z'x " PAGE CONTENTS: MSTC52 s - (12)0.16 'x 4' (12)0.162"x 3 B s ( )0.12"X (1 "x Simpson Diagrams NOTES: NOTES: 1, MSTC HAS COUNTERSUNK NAIL SLOTS FOR A COINER PROFILE. 1. RPS STRAP TIES AVAILABLE IN ZMAX FOR ADDITIONAL CORROSION PROTECTION 2. USED WHEN THE T01P PLATES ON TWO CONSECUTIVE BAYS HAVE BEEN REMOVED. 0 • • e • e 0 • s • r • • o • • e RPS28(16 GAUGE)TO REINFORCE TOP PLATE AND 2. TO MEET THE IBC REQUIREMENT USE THE RPS18,RPS22,OR RPS28 W/6-16d NAILS EACH END OF STRAP. 3. TO MEET THE PRESCRIPTIVE IRC REQUIREMENTS,16d BOX(0.135"DIA.x 3X"LONG)MAY BE USED.ALLOWABLE -:0: s • • •O s • • e0• RPS28Z(16(GAUGE ZMAXTM)TO REINFORCE SILL PLATE. 3. TO MEET THE PRESCRIPTIVE IRC REQUIREMENTS 16d BOX NAILS(0.135"x 312'�MAYBE USED.ALLOWABLE WHEN LOAD IS 0.88 OF TABLE LOADS HEN INSTALLED WITH 16d BOX NAILS. e e r • • a e r • INTERNATIUNAL RESIDENTIAL CODE- 2 01 51201 8 R602.6.1 RPS28Z TENSION LOAD IS 0.75 OF TABLE LOADS WHEN INSTALLED WITH 16d BOX NAILS. APPLICATION NUMBER: 4. NAILS SHOULD BE EQUALLY DISTRIBUTED TO BOTH TOP PLATES. INTERNATIODNAL BUILDING CODE- 20152018 2308.5.8 HVAC REPAIRS IRC 8A MSTC HVAC REPAIRS-IBC 86 R HVAC REPAI BAY) 9A CODE REPAIR FOR NOTCHED REVIEWED BY: BJ,RA L MSTC TOP PLATE REPAIR(CONSECUTIVE BAYS) TOP AND BOTTOM PLATE REPAIR(CONSECUTIVE BAYS) PS STRAP TIES TOP AND BOTTOM PLATE REPAIR(SINGLE RPS STRAP TIES TOP OR BOTTOM PLATES 9B L PROJECT NO. : 241 1 1 SHEET NUMBER START DATE: 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 A A Brian Johnson, Lead Architect Brian@AmericanaArchitects.com 516.242.5272 www.AmericanaArchitects.com PO BOX #58 Bethpage, NY 11714 B B O americana architect, p.c. TOP OF RIDGE O °S� o Q Q (� I j TOP OF GABLE RIDGE C0ca C OUTDOOR I OUTDOOR SINK CONTRACTOR TO DISCUSS WITH THE `l' y`t I I KITCHEN OWNER THE MATERIAL OPTIONS FOR THE w 0 AREA PERGOLA CONSTRUCTION.THE CHOICES p TOP OF PERGOLA RIDGE INCLUDE USING AN EXTERIOR-GRADE F 12 LUMBER SUCH AS IPE, KNOWN FOR ITS �^ ' 12 DURABILITY AND NATURAL RESISTANCE TO I =-TT WEATHERING, OR OPTING FOR N ;RCN CONVENTIONAL FRAMING LUMBER THAT i14 D IOUTDOOR ' o WOULD BE CLAD IN BLACK ALUMINUM FOR P. 2X6 F er A MORE MODERN AESTHETIC AND V �,. BAR , '_ COLLAR TIES @ D OUTDOOR w ADDITIONAL PROTECTION.THE DECISION 0'-8"O.C. (,jj GRILL °f SHOULD CONSIDER THE OVERALL DESIGN >` INTENT, MAINTENANCE REQUIREMENTS, rr I AND BUDGET. o TOP OF PERGOLA HEADER f ��•a� c� V I00 cx; ! Q E E ° ° ,i. -- ---- --------- OUTDOOR ---➢ KITCHEN AREA TOP OF PATIO SET IN SAND .. u PROPERTY GRADE ;`:::;• /.... .At CONTRACTOR TO INSTALL 14"DIAMETER x ;�.,'•r': 36"MIN. DEEP SONOTUBE FOUNDATION AS F SHOWN,WITH"ABA ZMAX GALVANIZED F ADJUSTABLE STANDOFF POST BASE FOR ` ' "•.."' 6X6 NOMINAL LUMBER"CENTERED IN SONOTUBE. INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS # REVISION DATE G G Plan : ]" = 1 '-0" Section : 4" = 1 '-0" 4 H H ED_ ARC * I J � F �'9j• 04480 O ypQ` J � N BRIAN JOHNS REGISTERED ARCHITECT IOANNOU RESIDENCE ADDITION & INTERIOR ALTERATIONS K K PAGE CONTENTS: Pergola Details APPLICATION NUMBER: L L REVIEWED BY: BJ,RA PROJECT NO. : 24111 SHEET NUMBER START DATE: SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 01 02 03 04 1 05 1 06 07 08 09 aaaaaaaaaaaaaa�aaa� 10 11 12 13 14 15 A THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING A Brian Johnson, Lead Architect Brian@AmericanaArchitects.com JOIST DETAI ILS Plate nail-16d(0.135"X 3Y°) Load bearing or braced/shear wall 1y"round holes may be above (must stack over iwall below) Load bearing cut an 516.242.52 72 Plate nail,1 Bd 0.135 x 3 y2) at 12"on-center g or braced/shear wall above outside of hatched one It at 16 nail, ent(0.135"x yz") ( When sheathing thickness exceeds Ya", 2x stud wall at Floor panel nail- Blocking panel: iy"TJe Rim Board, (must stack over wall below when present) 11 ALLOWABLE HOLES - TJI ® Joists the are located 3"away at 16"on-center at 16"on-center g _ P , , Blockking panel: trim sheathing tongue at rim board 16"on-center 8d 0.131"x 24" at 6"on-center TJI or 1/2 TimberStrande LSL or No load bearing Y aY ® Web stiffener ( ) TJP'oist. wall above Min. Min.distance horizontally www.AmericanaArchitect$.com 1Y6"YJ Rim Board,1Y4"or Plate nail-16d 0.135"x 3Y') Blocking panel: (edge-to-edge)from a 1Y"lrtmberStrande LSL or required on both Web stiffeners required on 2x4 minimum Web stiffeners 14'TJ"Rim Board, DO NOT larger hole. PO BOX #58 Bethpage, NY 11714 ®• sides at A2W ONLY at 16"o Floor both sides at A3.4W ON LY squash blocks required each side 1Y4"or 1y2'TimberStrande LSL cut or notch flange. TJI jjoist Sheathing q q ' Floor panel nail- ®, 8d(0.131"x MY)at 6"on-center` boundary nails, at B3W ONLY or TJI joist 8d(0.131`x2Y2) V"orIYz Rim-to-joist Web Stiffeners required at d"on-center TimberStrand' Y,s Web stiffeners 6" O 0 6" nail each side at A3. W LSL rim board. B1 B1 � required on both ' •• Toe nail-10d(0.131' sides of both joist :r6, L1 2 x D1 D1 Closely grouped round L 2 x L26• s•B Toe nail, Toe nail, 1Ys'TJe Rim Board, When sheathin ends at B4W ONLY r o laid cut mINmu holes are permuted If10 0.131"x3" 10d 0.131x3" gr , t2 x3")at6"on-center minimum Nofiemat Donotat B amerieana architect p.c. ( ) ( ) (A3.1/A3.1W only) thickness exceeds/s, Web stiffeners required DO NOT oles in (applies to all holes the group perimeter holes in holes larger at 6"on-center / at 6"on-center I&or 1 Y"TimberStrande LSL. trim sheathing tongue m1n. End of joists at hatched meets requirements for hatched 9 9 on both sides at B 1 W cut holes In cantilever except knockouts) q man t/z"in centerline zones round or ware holes. zones cantilever TJIe rim joist at rim board and B2W ONLY reinforcement. q Web stiiffener of support 3 Toe nail- me(0.131'X 3°> Table A -End Support required on both Must have 1 /"minimum at 6"on-center* Install proper blocking to Blocking panels maybe required pp sides a.t Al W ONLY joist bearingat ends. Attach * support all panel edges B2 g Blockingpanels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end sit ort Al Al * A2 A2 * rim joist per A3 detail. A3 A3.1 A3.2 A3.3 PP P 9 P Y q B3 B3W below-see detail 61 B4 64W JOIST TJI° walls above or below.-see detail Bt ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE For additional installattion specifications see Rim Board Details and Installation in A3W A3.1 eA3.2 A3.3 For additional installation specifications see Rim Board A3.4A3. * °EPTH 2 3^ a^ s s;4^ r art" 1r t3" z 3" 4^ s" " T' e,l" t1 t3"O O 0 W Nail through 2x cantilever,wood backer and110 r- " r-e° 2'-0• 3'-0' S'-o° t'-o" r-s" 7-s" T-s" 4'-e' Weyerhaeuser Installattion Guide for Floor and Roof Framing,TJ-9001. W W Details and Installation in Weyerhaeuser Installation Guide 1Ys"Tie Rim Board or IX"or 1Y"TimberStrande TJ le joist web with 2 rows 10d 0.148"x 3" Blocking j ( ) 210 1'-0' 1'-fi' 2'-6' 3'-0' 5'-6" 1'-0" 2'-0" 2'-6" 4'-0" 5'-0" for Floor and Roof Framing,TJ-900f. LSL.Nail with 1 Od(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 1'-e" T-0" 2'-8' 3'-6• T-6- 1'-0" 2'-0" 3'-0" 4'-6" 5'-0• top and bottom flange.Nail to blocking panel with Use 16d(0.135"x 3%")nails with 3}z'TJ 11 360 r-6" 7-0• 3'-0• 4'-0° 6'-o° r-s" T-s" 3'-s" 5'-0° 5'-6- connections equivalent to floor panel schedule. joist flange widths. 560 r-6" 7-6' 3'-s" 5'-0" r-o' T-o" T-0" 4'-0" 5'-s' F-0- 6'-0"length of TJI®joist 8"diameter maximum hole for 11Y/"- IY8"TJ"Rim Board 1Y4"or 1y"TimberStrande 110 1'0" r-0" - " '- " '- " '_ ' " '- " r-6• '- " '_° 4_ reinforcement and filler 16"deep blocking panels;6"diameter 210 1'-0' r-B" 7-0" 7.0" 3'-0" 3'-s s'-e' 1-0° r-6" 7-8" 3'-0' 6-0" a-s" F-6 4'-0'length of 1 ._ LSL.Nail with 10d(0.131'x 3")nails, Attach reinforcement to joist f f%" o t'-o" r-6" 7-0" 7-s" 3'-0" 3'-6' 6'-6" r-o' r-o" 7-6" 3'-6 6-s" 5'-6" r-o 9 8'diameter maximum hole for 11/ block.Use 4'-0"length maximum for blocking panels 9Y" Y4"reinforcement one each at top and bottom flange. with one 8d 3so t'-6" T-0" T-0" T-6" 4'-6" 6-0• r-o" r-s" 2'-s" 34' 4'-6' F-s' F-s" T-6• C 16"deep blocking panels;6"diameter with 9y"and 11/'TJ le cep or shorter than 12"long. (0.131'x zY') 8"diameter maximum hole for Attach reinforcement tro joist nail at each comer 5so t'-s z'-s" 3'-0" a'-o" s'-s" s'-o• e'-o" 2'-e^ T-e" 4'-6" 5'-6• T-9" r-s" e'-0" � on one side at E2, maximum for blocking panels 9y2" joists. Do not cut flanges. 1 F1 applies to ;• Web stiffeners 11/6° 16'deep blocking panels; both sides at E3 with one 8d(0.131"x 2Y2") 110 r'-o r-o" r-o" r-0° r-s" z'-o 3'-0" s-s" r-o t'-o" r-e" r-o 3'-s" a'-o" s'-o' e'-a° deep or shorterthan 12"long. Horizontal blocking uniformly z10 r-o" r-o" r-o r-s° z'-o" r-s 3'-6" 6'-0 r-o t'-o" z'-o° 2'-s a'-e^ a'-s° s'-6 e'-6" Load from above required on both 6"diameter maximum for 1Ye"TJe Rim Board IX"or%" nail at each corner j sides at ET ONLY blocking panels 9y2 deep or Do not cut flanges. panels between each loaded joists 14" 230 1'-o r-o r-9" r-a" 7-s" 7-s• 4'-0" TimberStrande LSL.Nail with joist.Nail to top plate with only. 360 1'-0' 1-0" 1 6" 3'-6" 4'-o s'-6" e'-o r-o• li 7-6' 4'-0 6'-0" 6'6". 6'- • s'-6• shorter than 12"long. 10d(0.131"x 3")nails,one 12"length of% connections equivalent to Wood �� 560 I'-9• r-o 7-0" T-0' 4'-6" s-0 s'-e" s'-o" r-6' T-0' 4'-0° 5'-0" r-o" r-e" s'-o 10'-0• AFI y's, Do not cut flanges. 1Ye"TJe Rim Board or 1Y4"or 1Y" each at top and bottom flange. reinforcement on floor panel schedule. backer aea6 ,,\J) 110 1'-0. r-o" r-o" 1'-0° r-o" r-o r-o 3'-g" 5'-0^ r-a r-o r-o r-s" 3'-0" 3'-0" 5'-6' 7'-6" 1g'-0" TimberStrande LSL.Nail with 10d one side at E5, deg o�`� adgo 210 1'-a' r-0" r-o" v-e" r.o r-e z'-6 0.131"x 3" nails,one each at Attach reinforcement to 12"length of o gec �� IB 23o r-o r-e r-o" r-a" r-s° r-s" 3'-0° 4'-0" t'-e t'-o r-o° r-o z-o 3'-s" 4'-0" ( ) both sides at E(6 �� reinforcement on one side C� d 3so r'-o r-e' r-o" r-o° 2'-6. 7-s^ 4'-s" top and bottom flange. joist web with 3 rows Full depth vertical O �o Lr �� ( y )nails7 ° blocking between E7 E8 at E7,both sides at EB F1 �en9 50 1,-0' 10d 0.148"x 3" at 6" 9 r-o• r-o" r-o° 7-s• 3'-0• 5'-a" r-e• 16'-0• no° 2x4 minimum Attach reinforcement on-center,clinched.Use 2 each joist 4" 5" 7- e" 10" I2" 1a),^ 1sa/" 4 s" z" B^ 19" IT 14),' 163," to joist flange with A O Less than 5' squash blocks 1 9�f1/ "L` d` rows with 9y and 11/6 Less than 5" Ie• 360 1 0" t-o" r-o" 2'-0" a'-e" 5'-B' 9 6 1 0' 3'-0" a'-6• s'-o^ to'-o" 1 r-o" e p 8d(0.131"x Z 2")nails at 6" ay�d` TJI'joists. sso r-e" r-o° r-o" z'-o° a'-s° T-o' 19'-s" 7-0° e'-6 1Y6"TJ Rim Board or .\�uR` on-center.When reinforcing E5 E6 Ga `: WEB STIFFENER ATTACHMENT 20' 3so r-a" r-o" 1'-0" 1'-0" T-o" 4'-0 T-o" 10'-0' 11 11s° 3'-0" a'-s" 8'-o" 1 r-6" O transfeUse r nimum loadaroumd TJI squash blocks to E1 E1 Nail with 1 d(0131'x 3")LSL E2 E3 horizraceon all �a� both sides,stagger nails. E4 Not for use with 3 �"TJI®joist flange widths 23/aYa"mmaximum Table inimumsso f'g" r 1'0" 1'0" r o" 4'-6' e s" 1 Halls,one each at to and O ® B Intermediate or Cantilever Support (, D O 8 P O O (1y"for TJI Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support D bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. W TJI®joist blocking with end JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Apply subfloor 1 g Web stiffener both sides. TJI Structural exterior sheathing blocks instilled at joist-span DEPTH 2" 3• a° 5• s+ " r e'• n" 13" 2' 3" 4" 5" s+ " 7" et 11• 13" adhesive to all a j P See table below. "With point load from above,and no off '� �' F_ ® Flush bearing plate required. Flashing locations using P support Hanger height must Double TJI Joist Filler Block: g contact surfaces 9 below,Install web stiffener fight to to flange 110 7-0• 7-6• 3'-s" a'-s" T-s• 1'-6" 2'-6" 3'-8" 5'-s" B'-8" � Hanger Backer Block:Install tight Maximum Y4"overhang two 8d 0.113'x 2 9 P rag B'-8- be a minimum of 60% Attach per the table. ( Y") Tight fit- (gap at bottom flange) �. 210 2'-01 2'-s• 3'-s" 5'-0" B,-o" 2'-0" 3'-0" a'-o" s'-s• 7'-s" Ali of olst depth Nails shall be driven from to top flange(tight to bottom permitted at beam. Treated 2x_ nails or 230 2'-6• T-g" a'-o" 5'-6' 8'-6" T-0" T-6" 4'-6" B'-6' T-s' 1 P flange with face mount hangers). ledger op 2 "screws, Depth Nailing Requirements 36o 3'-a• 4'-o• 6-6" e'-6" 9'-o" T-0" 4'-B" 5'-6" T-6" 8'-0" alternating sides.Clinch nails Clinch nails when possible. , 9 ESN + y2 t ical TJI®Joist Series P Minimum Web Number Nails 660 T-6' a-o• 6'-0" T-6" 10'-0• 4'-0" 5'-6" U-s" 8'-0" when possible. See fastener 14"TJe Rim Board or 1Y4" � cap (in.) Stiffener Size Type End Intermediate t 10 r-o• 1'-0^ r-s" 7-6" 4'-0' 4'-6• B'-s" table below.Maintain a tyQ s " 5 (,) zlo 1-01 1'-0" 2'-0" 3'-0" 4'-6' 5'-0' 9'-0" r-o° 2'-0" 3'-g° 4'-s^ e'-o" e'-o• 10'-0" or 1Y2"TimberStrand LSL. 110 All /a x 2/e' 2"distance(minimum)from 3/4" 5 O 8d I1X, 230 r-0• 7-0 7-6° T-6" s'-o" 6'-6. 10-0" r-o° z'-s° 3'-6" 5'-0" e'-6^ 9'-0' 10'-6' Top mount ed a of led ledger fastener. 210 All x 2/,s 3so z'-0 T-0" 4'-0" s-6° 7-0 7-13'T-6' 11'-0" 2'-0" T-6" 6-0" 7'-o" 9'-6" 9'-6^ 1 r-o• Q g g 230&360 All %'x 2%e'(o (0.113°x 2y2) 3 3 560 r-e' T-0• a'-8" 5'-s" U-o' 6-6' IT-13" T-T 4'-s" F-o" F-0" 10'-6" 11'-0' 12'-0' hanger i Option#2: Fastener Allowable Load ( bs/bot) 2x strapping installed at 16d 110 r-o• r-o" r-o" r-0" 7-0• 7-e• 4'-s• e'-s" r-o" r-o" r-T 7-s" 5'-0" 6'-o" 9'-0. 12-4. Backer block Face mount Y"Through bolt joist-span locations using two 560 All 2x4t2' zto r-o• r-e" r-o° r-o^ 2'-6" 3'-0• 5'-s• s'-s" 1'-0• r-o• 2'-0" 3'-s° s'-o" z'-o" 10'-0' 13-e" both sides of web Y2' 9 9 with Air Space (0.135"x 3y") hamger Rim Board Material la bolt y"Through bolt I :� 14" 230 t'-o• P-o" P-o• 2'-0" 3'-8• a'-o• B'-o" 10'-e" 1'-0" 1'-0" 2'-s^ 4'-0° s'-6" �'-s• 11'-0. 13'-6" 2/2 screws perjoist,typical with single TJ joist 1%"TJ Rm Board P 480 695 18" 4 4 360 r-o• t'-o• 2'-0" 3'-8" U-6' 6'-o e'-s° 12'-6" r-0" 7-0" 4'-0" 5'-6" 9'-0" 10'-0" 17-0' 14'-0^ C E 1 a"TimberStrand LSL 610 725 615(- Option#3: 560D 20 2x4( 16d 5 5 560 1'-01 1'-0• 1'-8" T-6" 5'-8• 6'-61 -6' IT-8" 1'-0" T-0" F-0" T-0" 10' 11'-0" 13'-6' 15'-0• E Web tstieners required if sides of With top mount hangers,backer block required only 1 Y2"TimberStrand LSL 675 7z5 Directly applied ceiling 22"re (0.135"x 3%") 6 11 110 r-o r-o r-o" r-0^ r-o" r-o 7-s" 5'-0" 8'-6" 1'-0" r-o° r-o" 1' 3'-s" 4-s e'-s' 11'-a^ 15'0' H 1 hanger do not laterally support at H2 H3 24'"� 6 13 210 r-o r-o r-o" r-o" r-o 1-0• 3'-6• 6'-0" 10'-0" 1'-0" r-o" r-0" r-e" 4'-8" 5'-8 10'-0" 12'-6" Is'-o° O 1 p 9 O for downward loads exceeding 2501bs or for uplift O (1)Corrosion-resistant fasteners required for wet-service applications. When specified oral the layout,one of W is 23a t'-o' r-o° v-0" 1'-o^ r-s 2'-0 a''-g" s'-s" t1'-9" r-o" t'-o" 1-0" 2'-1 5'-0" s'-o 10'-s 13'-s 1s'-s"least of TJIe'oist to large g P 2 Allowable load determined In accordance with ASTM D7672. PB1 O 1 PS1 or PS sheathin face rain vertical conditions.For nailing requirements see page 5,TJ- O O O 9, 9 3801'-o r-o" 3'-o 2'-0" 4'-0" T-s° 8.-6 13'-0 t4'-s^ I2'-e" 9001,Weyerhaeuser installation Guide for Floor and (3)1y"TJ"Rim Board Is allowed with joist depths-s16'only. the bracing options above is required (2)Construction grade or better 560 r-o• r-o' .4. r-o" 2'-6" 3'-6 7-0" 1 r-e" 15'-0° 1'-0" r-o" 3'-s" s'-s° 9'-0" 10'-0 1a'-6 16'-9" Ie'-o" Roof Framing,TJ-9001. (4)Maximum Y`shlmmed air space. (3)Web stiffeners are always required for 22"and 24"TJIe 560D Joists a" s" z" e" to" 12' 1a'/." 16A" 4" e" 7" e" 1-0 IT 14 " 163/," BEAM DETAIILS FASTENING of FLOOR PANELS IB„ 360 r-o" r-a r-s 3'-0° s' s' 1a'-s° r-o" a' 6'-6° 9'-0° Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1-0" r-o• 1'-1. 2'-0" 67-0 10'-o t5'-6" r'-0" 6'-0" e'-6" it-6" TJI 1+,(2) Rim Board 1Y4. TJI"Joists 110 210 230or360 360 560 560D 20„ 36o _ILL BEARING r-o t'-o" 3'-0" s'-o" tt'-o^ 15-0" 1'-0" t'-s" 4'-a" �'-o" 12'-e" ts'-s 1s'-o" 2o'-s" - BEARING FOR DOOR BEAM TO BEAM BEARING AT Nall Size 110,210, 360 and 1Ye"TJ" TimberStrand LSL TimberStrand"LSL Mlcroliaim° Parellam" " X. r " 560 I'-o° 1'-0 r-o" I'-o^ r-s" s'-s" I r-s^ 1 s'-s" r-o" BEARING AT WALL and 230 560 Rlm Board 1Yy" 11" or wider LVL. PSL Depth 9Y2 11/e 14"-16" SY2.11X 14"-16` 9Y2'•_1I/' 14"-16" 18"-20' 11/ 14`-16" 18"-20" 22`-24" Rectangular holes based on measurement of longest side. OR WINDOW HEADER CONNECTION CONCRETE WALL . Leave y"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. 8d(0.113`x 2 Y2°),tad(0.131'x 2),') 4' 3" 6- 4" 3" 3" 4- 4- Filter Block (1) 2x6+%• 2x8+Ye" 2x6+j," 2x8+jz" 2x12+Y2• Two Two Two Four Y,"x 15 iy"Till Rirm Board or Strap per code if top plate 2x6 2x8 Tables are based on uniform wad tables In current design literature. 10d 0.148"x 3" 12d 0.148"x 3 Y') 4.0) 4'(3) 6" 4" 3" 3" 5" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing 1Y"or 1 y'�'TimberStrande is not continuous Over ( )• ( 1 For simple span(5'minimum),unuormtyloaded joists used In residential applications,one maximum size round hole may be located LSL or blocckin for lateral header 16d(0.162"x 3 ) 6" 6" 16.14) 6'(a 6"15) 6"(s) 8-(4)' 6" Cantilever Filler 2x6 2x10 2x6+%" 2x10+X" 2x6+Y2' 2x10+/2" Not at the center of the joist span provided that no other holes occur in the joist. 9 sheathing sheathing sheathing sheathing Not applicable ` support (1)Stagger naus when using 4"on-center spacing and maintain Ye"Joist and panel edge distance.One row of fasteners Is permitted((two at abutting (Detail E4) 4'-0"long 5-0"long 4%0"long V-0"long 4'-0"long V-0"long applicable panel edges)for diaphragms.Fastener spacing for TJI"Joists In diaphragm applications cannot be less than shown In table.When fasstener spacing for Backer Block (1) ALLOWABLE HOLES - Headers and Beams F Straip per code if top blocking Is Less than spacing shown above,rectangular blocking must be used In Ileu of TJI"Joists. • (Detail F1 Ve"or X" %"or X" Va"or 1"Net 2x6 2x8 2x12 Two X"x 15' pfatle is not continuous (2)For non-diaphragm applications,multiple rows offasteners are permitted If the rows are offset at least Y?and staggered, or H2) sheathing 1.55E TimberStrand LSL Headers and Beams ovelr column (3)Wtth 10d(0.148"x 1 Y�)naffs,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the Top mount 4 Can be reduced to 5'on-center If nall penetration Into the narrow edge Is no more than 1y"po minimize splitting). Filler (0.113'•x 3 z) largest hole minimum hanger O P 9 g)• Nall Size (0.131"x 3") 9 (minimum) (5)Can be reduced to 4°on-center If nail penetration Into the narrow edge Is no more than SYa"(to minimize splitting). Backer (0.131'x 3") Protect untreated /t depth Allowed hole zone Column Face mount (6)Can be reduced to 3Yz"on-center If Hall penetration Into the narrow edge is no more than 1�"(tominlmize splitting). Nall Filler hanger wood from direct ■Recommended nailing Is 12'on-center In field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Quantl (z) 15 32 50 # REVISION DATE Contact with recommendations listed above. Backer 15 15 -IFOL con crate ■Maximum nail spacing for TJI"joists Is 18'on-center. O O L1 L2 L3 See current Weyerhaeuser L4 (1)If necessary,increase filler and backer block height for face mount hangers and maintain "gap attop of)oist,see detail W.Filler and backer block O O O literature for framing connectors O ■14 ga.staples may be substituted for ad(0.113"x 2)6")nails If minimum penetration of I"Into the TO Joist or rim board h achieved). dimensions should accomodate required nailing without splitting(12•minnrum for backer blocks and 24"minimum for filler blocks) o 0 0 0 1.55 E TimberStrande LSL ■To minimize splitting,maintain edge distance and row spacing of 2X x nalf diameter or/,whichever Is greater. (2)Clinch nails when possible ■Nailing rows must be offset at least�"and staggered. Header or Beam Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation(Guide for Floor Depth Hole Size and Roof Framing,TJ-9001. %" X" 3" Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 6• Illy,•-11%' 3i" Fastener Installation Requirements O cantilever and end bearings by blocking 14"-16" q e• Piece #of Fastener TJI®)OISt floor framing does E1 panels,hangers,or direct attachment to General Notes See illustration for allowed hole zone G Width Plies Type(+) Min.Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging Or a rim board or rim joist. Allowed hole zone suitable for headers and beams with G BEARING AT 1 Od nails 3" 3 a sides,stagger fasteners on the second mid-Span blocking uniform and/or concentrated loads anywhere along the member • Round holes only 12" side so they fall halfway between No holes In headers or beams In plank orientation. COLUMN 2 12d-16d nails 3Ya" 2(2' One side fasteners on the first side. �,� Screws 33/"or 3Y" 2 24" H 2 Other Trus Joist ® Headers and Beams 1 Old nails 3" 3"a Ai 12" Both sides Rim board joint 12d-16d nails 3y4" 2(� DO NOT bevel cut joist Mlcrollam"LVL B 3 E2 between joists DONOTorrerhang sea tct►is 1.3ETImberStrand" and ParalldPrPSL 3 3 beyond inside face of wall. 3 on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth 1/" 3/"or 3Y" Both sides Screws 2 24" Load must be applied evenly across face of support member, largest hole(minimum) 5" One side entire beam width.Otherwise,use O pP° Verify column capacity 1 Od nails"' 3" 3(2) One side connections for side-loaded beams. DO NOT cut,notch or drill Oand beam)bearing 12. (per I L5 length.See current 4 12d-16d nails"') 3 y4' 2(2) (p ply) d o hit ustrations at as dicated nd tables.oles in headers or alms Weyerhaeuser literature. 5'or 6" Both sides o 0 Screws 2 24" Multiple pieces can be nailed or boned together to CS 6 X.' One side L6 form a header or beam of the required size,up to a Tile rim joist H Screws 5"or 6. 2 24„ Both sides maximum width of 7" Mlcrollam°LVL and Other!r or Jolsl"'Beams 1Y8"TJ®Rim Board or PofalldrfiPSL Header or Beam Maximum Round H 3y" 2 6 3/" One side O L3 1Y4"or 1 y"TimberStrand®LSL. allowed hde zon Depth Hole Size middle span 4Y' 1" y"bolts B" 2 24' 5y" 1Y" d 1.3E TimberStrand®LSL allowed hole zo e d (1)10d nails are 0.128"diameter;12d-i6d nails are 0.148"-0.162'diameter;screws are SDS,SDW,USP WS,orTrussLOK Li COLUMN DETAILS AILS (2)An additional row of nails is required with depths of 14"or greater. B1 H1 see mustration forAuowed Hole zone ��IRED AAC (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2'from the rows in the ply below. B2 General Notes Allowed hole zone suitable for headers and beams with uniform toads only. �Q• S `` BEAM ON 21 COLUMN CAP' NAILING AT BEARING (FLOOR) L5 Round holes only TJI®Joist to Bearing Plate Squash Blocks to TJI 11 Joist B3 No holes In cantilevers. 1 s'TJe Rim Board or (Load bearing wall above) � No holes In headers or beams In plank orientation. tTim ® Joist may be shifted up to 3"if Use B1 or B2 ait iy4"or 1/" berStrand LSL. One IOd(0.128"x 3") floor panel edge is supported P WARNING l 1 ' nail into each flange P 9 PP B4 intermediate acinbeag rags f One Bd(0.113"x 2/Z) g and span rating is not exceeded, with load bearing or nail each side.Drive Do not cut joist flanges. g Joists are unstable until braced laterally 'QT 04486s J Plumbing Drop Bracing Includes: J �F N nails at an angle at braced/shear wall F P1 least%"from end. from above • Blocking Sheathing • Strut Lines End ofjoists g �--I 3%'minimum .--/ at centerline L2 • Hangers • Rim Board • Rim Joist B R I A N JOHNS COLUMN BASE 13/4 minimum end bearing intermediate bearing Also see detail B2 of support single-family applications 5)a"may be required Y, for maximum H1 REGISTERED ARCHITECT Shear transfer:Connections equivalent capacity to floor panel nailing schedule Rim to TJI®Joist DO NOT walk on joists DO NOT walk on joists DO NOT stack building :);=;:F,;�;°>.)''•`': 1Y6"TJe Rim Board, a TJIe 560 rim joist: Toe 1y"or 1 y"TimberStrand LSL. Additional joist is required if O until braced. that are lying flat. materials on unsheathed ® nail with 1Od(0.128"x 3") O o INJURY MAY RESULT. joists.Stack only over I OA N N O U RESIDENCE or TJI 110 rim joist: floor panel edge is unsupported L4 O nails,one each side a or ifs an rating is exceeded. 'a. WARNING NOTES: beams or walls. P2 One 10d(0.131'x 3')nail into Tile flange TJIe 560 P 9 ;•:'• ;•... ;• o � Exterior Deck DO NOT use sawn Lack of ro er bracing during construction can result in serious each flange o Attachment p p g g ADDITION 8� INTERIOR ALTERATIONS floor joist lumber for rim accidents.Observe the following guidelines: TJ le 210,230,and 360 rim joist: INSTALLATION TIPS O Structural board orb►ocking, 1.All blocking,hangers,rim boards and rim oasts at the ends supports of he TJI"oasts must be completely Installed and properly nailed. K K One i6d(0.135'x 3y2")nail into sheathing 9 1 1 P Y pr p Y ELEVATED' O as It may shNnk 2.Laterial strength,like braced end wall or an existingdeck,must be established at the ends of the b This can also be each flange. _ •Subfloor adhesive will improve floor performance,but � �'• COLUMN BASE With depths s>16",use TJIe 360 rim joist. P P O after Installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet ofjoists at the end of the bay. 1 "minimum bearing P j may not be required. Use only 3.Safety bracing of 1x4 minimum must be nailed to a braced end wall or sheathed area as In note 2 and to each Joist. Top View y Y 9 ( ) ( ) Locate rim board joint between joists. O Safety bracing(1 x4 engineered lumber. Without this bracing,buckling sideways or rollover Is highly probable under light construction Loads-such as a worker or PAGE CONTENTS: •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and 82).Packing out the web from direct contact with See ALLOWABLE on-center for TJI a 110 joists) and 4.Sheathing must be completely attached to each TJI"joist before additional wads can be placed on the system. of a Tile joist(with web stiffeners)is not a substitute concrete 1y"knockouts O H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. Joist 1Ye"TJe Rim Board or for squash blocks or blocking panels. at approximately Fa�en at each 6.The flanges must remain straight within 1/2"from true alignment. Floor J O I S Diagrams joist with `•'N:�e '•';'�:"•' 1Y4"or 1 Y"TimberStrand®LSL. 12'on-center two Bd 0,113'�)2natls minimum blaming: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this •When joists are doubled at non-load bearing parallel (see WARNING), product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for to cause cancer.For more information on Proposition 65,visit cominform. Optionial Bearing plate to be P3 plumbing orHVAC. TM flush with inside face non-shrink See framing Ian If applicable)or r ! Sl15TANABIE Drive nails at an 9P ( PP ) of wall or beam APPLICATION NUMBER: grout One 10d 0.128"x 3" nail each angle to minimize Weyerhaeuser Installation Guide for Floor -Additional joist at plumbing drop(see detail). rrORESTKf ( ) {�Weyerhaeuser,Mlcrollam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing,TJ-9000.For minimum 0 Weyerhaeuser prmNd slotrcrp Weyerhaeuser NR. 02020 Weyerhaeuser NR Company. All rights reserved. 1Y°minimum from end end and intermediate bearing lengths. WCyA1r)f18Cl1SCC ..wAlrryO..r REVIEWED BY: BJ,RA L n+m September 2020 Reorder T^F4015 L ly This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, land the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. PROJECT NO. : 24111 SHEET NUMBER START DATE: A-22 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 ATTIC INSULATION CEMENT BACKER BOARD INTERIOR INSULATED WALL BETWEEN �( ATTIC FLOOR FRAMING I U J —TUB SURROUND -r CONDITIONED SPACE AND ATTIC F- -----RIGID INSULATION R-VALUE/DEPTH PER CLIMATE BEYOND w GYPSUM BOARD BOX ENCLOSURE Q - A Q COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE Q ATTIC INSULATION w TUB UNIT---,,,,, w_ OUGH STRINGER A SITE BUILT ATTIC ENCLOSURE- MECHANICALLY SECURED ATTIC FRAMING CONTINUOUS BEAD OF SEALANT Q GYPSUM BOARD Brian Johnson, Lead Architect QEH EB t Z w ATTIC INSULATION (BOTH SIDES OF WALL) PROVIDE BLOCKING AT STUD CAVITY f - 0 w AT TUB AT EXTERIOR WALL Q WOOD FRAMING Brian@AmericanaArchitects.com Z Z �j INSULATED EXTERIOR STUD WALL = SHEATH INTERIOR OF EXPANDING DIN 51 6.242.5272 ATTIC ACCESS TO = O THIN-PROFILE WALL SHEATHING +1"OF INSULATION LEVEL �. 0 SEALANT �/�/�/vw.AmericanaArchitects.cOm > 2 "RIGID INSULATION Q 0 (� cn CONTINUOUS BEAD OF SEALANT _ w Z PO BOX #58 Bethpage, NY 11714 CCESS PANEL Z � w w Q EXPANDING FOAM SEALANT AT PERIMETER m U a Q () -� w CONTINUOUS BEAD OF SEALANT Z PANDING FOAM TRIM AS REQUIRED Q Q Z MECHANICAL LATCH TO PRESSURE N DRYWALL CEILING ~ -*-WOOD FRAMEI-«- Z SEAL AT WEATHERSTRIPPING t N Q FLOOR ASSEMBLY Q INISH CEILING Q w RECESSED LIGHTING FIXTURE Z 0 N 2x_BLOC IN _ 0 U EXPANDING THROUGH B © americana architect, p.c. B U MANUFACTURED PULL DOWN STAIR U BLOCKING AS REQUIRED Z SECTION w U FOAM SEALANT WALL ' m SECTION THROUGH STAIRWAY ;, EXTERIOR INISULATED WALL i J ROOF SKYLIGHT EXPANDING FOAM SEALANT PLYWOOD/'OSB SHEATHING 4 -*-ROOF RAFTER Q INSTALL 1"RIGID ! RIGID INSULATION J PORCH RAFTER w INSULATION AT _w R-VALUE/THICKNESS PER CLIMATE Q i -_� CONTINUOUS BEAD OF SEALANT C Q BOTH HORIZONTAL AND w 2x LEDGER ON OF J CONTINUOUS BEAD OF ADHESIVE C Q WEATHER BARRIER Q Q CONTINUOUS BEAD DRAINAGE:PLANE "1 VERTICAL POSITIONS F— EXPANDING FOAM SEALANT Q �— LEAVE 3/8"GAP FOR w AND SHEATHING i w FLOOR ASSEMBLY OF SEALANT 0 INSTALL EXIPANDING I EXPANDING FOAM) Q CONTINUOUS ONTI UO S BEAD O w O FOAM SEALANT AT I Q CONTINUOUS BEAD OF 0 INTENTIONAL GAPS I F- � SEALANT � AT 1"RIGIED INSULATION O i w cry LOOR ASSEMBLY— Q I CAVITY INSULATION Q INSTALL SHEATHING AT ATTIC i WOOD FRAME SOFFIT w CONTINUOUS BEAD > SIDE OF SKYLIGHT SHAFT = i ASSEMBLY CONTINUOUS BEAD � OF SEALANJT (� UILDING PAPER/ PROVIDE INTERIOR SHEATHING Q OF SEALANT w MINIMUM 11/2"DRIP I ~ CAVITY INSULATION � ~ AT EXTERIOR WALL PRIOR = WEATHER BARRIER —� = TO SOFFIT ASSEMBLY Z w 1"RIGID INSULATION I ATTIC INSULATION � ) co OFOSEAL CONTINUOUS BEAD J _I GYP. BD.LINER I— SOFFIT CLOSURE � ~_I CONTINUOUS BEAD NTERIOR GYPSUM WALLBOARD Z i OFSEALANT AS AIR BARRIER D U �' m D U W I � h w -- �::�:Ua. ., _ 2 U ' Q d Q Q ,��' V ---PREFAB / I— �' < FIREPLACE UNIT F— VENTED/ VENTED AIRSPACE Q Lu Q INSULATED EXTERIO Q E MANUFACTURED THIN-PROFILE ATTIC VENTILATION BAFFLE J STUD WALL � (FULL WIDTH) � ' m NSTALL INTERIOR SHE HING CAVITY INSULATION PRIOR FIREPLACE IEP ACE t N I OF Z 0 N UI w PREFAB FIREPLACE N LOOR ASSEMBLY PROVIDE RIGID AD OF EF1 N N Q INSULATION BAFFLE <<< . I— O -PROVIDE INTERIOR SHEATHING AT Q Z .. NSULATIONM Q AROUND VENTILATION CONTINUOUS BEAD OF SEALANT 0 EXTERIOR WALL AND CEILING PRIOR w CONTINUOUS BEAD Q� "````' �+,►'. CHUTE-FOAM SEAL �. TO SOFFIT ASSEMBLY Z PERIMETER OF ,� PROVIDE STUD CAVITY CLOSURE U (� ;.; `;•' V) F- CONTINUOUS BEAD Q Z RIGID INSULATION ON THE BACK SIDE OF EACH OF SEALANT J ..-WOOD FRAME-+ Z STUD CAVITY O w FLOOR ASSEMBLY t~ Q ASSEMBLYAME SOFFIT w F 4 F m w .• L.... w / Z ..�— --- .aria.,...,.. ,.+ - w4..,wnr..nu:mcr,�. !4.rrrr - w ._ ,._ �. - �n_.. # REVISION DATE CONTINUOUS BEAD OF SEALANT 0 Z 06 PROVIDE SOLID BLOCKING J BENEATH KNEE WALL w U CAVITY INSULATION CONTINUOUS BEAD G �-1 OFSEALANT G =1 CONTINUOUS BEAD OFSEALANT w -.,. :. .,_ ,_ � . ,=N,. I CEILING GYPSUM BOARD MINIMAL CONTINUOUS . _: I AS AIR BARRIER � � EXPANDING FOAM AT CONTINUOUS BEAD }: Q WINDOW PERIMETER ENERGY CONSERVATION NOTES: OFSEALANT CHAPTER 1: SC:OPE AND ADMINISTRATION: CONTINUOUS BEAD R 104 INSPECTkONS: J OF SEALANT w R104.4 APPROVED INSPECTION AGENCIES.THE CODE OFFICIAL IS AUTHORIZED TO ACCEPT REPORTS OF THIRD PARTY INSPECTION AGENCIES NOT AFFILIATED WITH THE BUILDING - :" H DESIGN OR CONSTRUCTION, PROVIDED SUCH AGENCIES ARE APPROVED AS TO QUALIFICATIONS AND RELIABILITY RELEVANT TO THE BUILDING COMPONENTS AND SYSTEMS THEY Q --LINE ILLUSTRATES CONTINUOUS MINIMAL 0 H ARE INSPECTINIG. w CONTINUITY OF AIR EXPANDING FOAM AT Q BARRIER AT WALL SECTION WINDOW PERIMETER WINDOW UNIT AS R 106 REFERENICED STANDARDS: w ~ w AIR BARRIER AR R106.2 APPLICAkTION OF REFERENCES. REFERENCES TO CHAPTER OR SECTION NUMBERS, OR TO PROVISIONS NOT SPECIFICALLY IDENTIFIED BY NUMBER, SHALL BE CONSTRUED �G E� C TO REFER TO SUCH CHAPTER, SECTION OR PROVISION OF THIS CODE. rY 0 Q ONTINUOUS MINIMAL CHAPTER 4: REESIDENTIAL ENERGY EFFICIENCY: d` EXPANDING FOAM AT Q�V mQ, •� ~ WINDOW PERIMETER R401 GENERAL:: � 0 N Lu R401.2 COMPLIANCE. PROJECTS SHALL COMPLY WITH ONE OF THE FOLLOWING : Q (� CONTINUOUS BEAD 1. SECTIONS R401 THROUGH R404. N Q WINDOW UNIT AS Z 2. SECTION R405 AND THE PROVISIONS OF SECTIONS R401 THROUGH R404 LABELED"MANDATORY." � AIR BARRIER Z OFSEALANT S J 3. AN ENERGY RATING INDEX(ERI) APPROACH IN SECTION R406 1 N CONTINUOUS MINIMAL fo w OFOADH ADUS HESIVE BEAD J �9T�OOgN R402 BUILDING THERMAL ENVELOPE: Z 0 EXPANDING FOAM AT cn CONTINUOUS BEAD R402.1 GENERAL(PRESCRIPTIVE).THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF SECTIONS R402.1.1 THROUGH R402.1.5 R402.1.2 INSULATION AND Z J WINDOW PERIMETER Q OFSEALANT FENESTRATION CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF TABLE 402.1.2, BASED ON THE CLIMATE ZONE 0 B R IA N J O H N S SPECIFIED IN CHAPTER 3. 0 Lu CONTINUOUS BEAD R402.4 AIR LEAKAGE(MANDATORY). THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT THE AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF w OFSEALANT REGISTERED ARCHITECT SECTION R402.�4.4 THROUGH R402.4.4. O Q CONTINUOUS BEAD R402.4.1.2 TESTING.THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AIR LEAKAGE RATE NOT EXCEEDING FIVE AIR CHANGES PER HOUR IN CLIMATE OF ADHESIVE ZONES I AND II, AND THREE AIR CHANGES PER HOUR IN CLIMATE ZONES 3 THROUGH 8. w Z CONTINUOUS BEAD IOA N N O U RESIDENCE OFSEALANT R403 SYSTEMS:: R403.1 CONTROLS(MANDATORY). AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM. CONTINUOUS BEAD ADDITION 8� INTERIOR ALTERATIONS R403.3.1 INSULATION (PRESCRIPTIVE). SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 WHERE 3 INCHES IN DIAMETER AND GREATER AND R-6 e' OFSEALANT K WHERE LESS TIHAN 3 INCHES IN DIAMETER, SUPPLY AND RETURN DUCTS IN OTHER PORTIONS OF THE BUILDING SHALL BE INSULATED TO A MINIMUM OF R-6 WHERE 3 INCHES IN K DIAMETER OR GREATER AND R-4.2 WHERE LESS THAN 3 INCHES IN DIAMETER. / CONTINUOUS SILL SEALER - FULL WIDTH OF MUDSILL R404 ELECTRICAL POWER AND LIGHTING SYSTEMS: PAGE CONTENTS: R404.1 LIGHTING EQUIPMENT(MANDATORY). NOT LESS THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS OR FOUNDATION WALL AS NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. CONTINUOUS BEAD � - AIR BARRIER R406 ENERGY R2ATING INDEX COMPLIANCE ALTERNATIVE: OFSEALANT ae CONCRETE SLAB AS Air Sealing Diagrams AIR BARRIER R406.6.2 COMPLIANCE REPORT. COMPLIANCE SOFTWARE TOOLS SHALL GENERATE A REPORT THAT DOCUMENTS THAT THE ERI OF THE RATED DESIGN COMPLIES WITH SECTIONS e e R406.3 AND R4016.4.THE COMPLIANCE DOCUMENTATION SHALL INCLUDE THE FOLLOWING INFORMATION: 1. ADDRESS OR OTHER IDENTIFICATION OF THE RESIDENTIAL BUILDING. \ \ \ APPLICATION NUMBER: 2. AN INSPEiCTION CHECKLIST DOCUMENTING THE BUILDING COMPONENT CHARACTERISTICS OF THE RATED DESIGN. THE INSPECTION CHECKLIST SHALL SHOW RESULTS FOR BOTH THE ERI REFERENCE DESIGN AND THE RATED DESIGN, AND SHALL DOCUMENT ALL INPUTS ENTERED BY THE USER NECESSARY TO REPRODUCE THE / / REVIEWED BY: BJ �, RESULTS. a � L ,RA 3. NAME OF INDIVIDUAL COMPLETING THE COMPLIANCE REPORT. /�� /��/�� 4. NAME AND VERSION OF THE COMPLIANCE REPORT. PROJECT NO. : 24111 SHEET NUMBER START DATE: A 23 01 02 03 04L 1 05 06 07 08 09 10 11 12 13 14 15 SCALE AS NOTED