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Home My WebLink About49802-Z of souryo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45727 Date: 11/03/2024 THIS CERTIFIES that the building ALTERATION Location of Property: 935 Laurelwood Dr Laurel,NY 11948 See/Block/Lot: 127.-7-2 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/11/2023 Pursuant to which Building Permit No. 49802 and dated: 09/28/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations to existing single-family dwelling as applied for. The,certificate is issued to: Joseph Cella,Natasha Foy Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49802 07/08/2024 PLUMBERS CERTIFICATION: Luke Bu din 11/01/2024 Aut ri d S ature o�su fa4eo TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49802 Date: 9/28/2023 Permission-is hereby granted to: Cella, Joseph 935 Laurelwood Dr Laurel, NY 11948 To: construct alterations to existing single-family dwelling as applied for. At premises located at: 935 Laurelwood Dr, Laurel SCTM #473889 Sec/Block/Lot# 127.-7-2 Pursuant to application dated 9/11/2023 and approved by the Building Inspector. To expire on 3/2912025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $408.80 CO-ALTERATION TO DWELLING $50.00 Total: $458.80 l Building Inspector o��OF SOUj��l � o - Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �ly� � �� sean.devlin a.town.southold.ny.us BUILDING.DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Joseph Cella Address: 935 Laurelwood Dr city:Laurel st: NY zip: 11948 Building Permit#: 49802 Section: 127 Block: 7 Lot: 2 WAS EXAMINED AND FOUND TO BE.IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Current Electrical License No: 65941 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 35 Ceiling Fixtures 2 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 14 Wall Fixtures Smoke Detectors 7 Main Panel A/C Condenser Single Recpt Recessed Fixtures 34 CO Detectors Sub Panel A/C Blower Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt 30A Emergency,Strobe Heat Detectors 1 Disconnect Switches 36 4'LED 1 Exit Fixtures Sump Pump Other.Equipment: Fridge, Mini Fridge, Oven, DW, Micro, Hood, W/D, Floor Heat(1), LED Mirror(3) (8) 120ARC Fault Breakers, (1) 115Combo Breakers Notes: Kitchen, Laundry, (1)Bath 1st FI, (2)Baths 2nd FI & Living Rm Inspector Signature: Date: July 8, 2024 S.Devlih-Cert Electrical Compliance Form i � I . Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 I 1 II UD BUILDING DEPARTMENT : ; NOV - 1 2024 TOWN OF SOUTHOLD BUILDING DEI�e TOWN--3F SMTI-1601,77) CERTIFICATION - - -- - — Date: NoUa Building Permit N'o. qqyo,? - Owner: - : 'os-2 (Please print) Plumber: ! a �\ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 2 y Notary Public, County DIANNE C VIEIRA NOTARY PUBLIC.STATE OF NEW YORK Registration No.01VI6442157 Qualified in Suffolk County Commission Expires October 112026 1 ., OF SOUTyO6 * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) rl CODE VIOLATION. [ ] PRE C/O [ ] RENTAL REMARKS: DATE - INSPECTOR OE SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 �qgoANSPECTION ' [ ] FOUNDATION 1ST [`T ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4 r lfN( cRk�'4 0A �q/l �jlvSs� prsY �7��lM^ C,Q,�sd�- DATE J INSPECTOR Of SOLI # TOWN. OF SOUTHOLD BUILDING DEPT. IoU�►�� 631-765-1802 INSPECTION ` [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ .] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] =FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: � - 1 ti� -4 a l DATE y INSPECTOR OF so(/lyo� TOWN OF SOUTHOLD BUILDING DEPT. coorm��` 631-765-1802 1NSPECT-1ON [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ( ] IKgdLATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [= ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL CA 1 REMAR S: e�t p&nr?Ar-- 9- 7-r/A�WLn., DATE INSPECTOR AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build October 24,2024 Cella Residence 935 Laurelwood Drive Laurel, NY 11948 Tax map #1000-127.-7-2 To Whom It May Concern. Based on my inspection at the above address the rough plumbing and insulation at the basement were installed per the architectural plans and meets NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP J l tWA '10 O N�� Page 1 of 1 ?IELD INSPECTION REPORT DATE COMMENTS ro --�rn cp FOUNDATION (IST) O ------------------------------- FOUNDATION (2ND) z v dvV' l 0v- t y Olt ROUGH FRAMING& PLUMBING •ram n�'�S�-W a ^ J d�� r INSULATION PER N.Y. STATE ENERGY CODE Ir1 � FINAL ADDITIONAL COMMENTS 0 3 8. 80 M r Co realpswo. i 2 ko 7 ro -ay-a� s u b �• y x d ro H SufFoc.t TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1175 Southold,NY 11971-0959 ti z' rya ao�� Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownU.go_v Date Received APPLICATION FOR BUILDING PERMIT _ M For Office Use Only j D J , PERMIT NO. t� Building Inspector: i-' S E P 1 2023 E, Applications and forms must.be:.filled out inahei�entirety..lncomplete }a pplications..will not 6e accepted:'>WFiere the°Applicant is not,the,owneran`,"; PU1I,DING DEPT. " ;Owner's Authorization form;(Page 2),sha11,;6e cotinpleted.„ . 'I 01V Date:09/07/23 'OWNER S1'OF"PROPERTYi' w, Name:Joseph Cella & Natasha Foy SCTM#1000-127-07-02 Project Address:935 Laurelwood Drive, Laurel, NY 11948 Phone#:516-659-2409 Email:jcellacpa@gmail.com Mailing Address:935 Laurel Wood Drive, Laurel, NY_11948 CONTACt,4PERSON� is' Name:Mathew Smith, AMP Architecture Mailing Address:10200 Main Road Unit 3A Mattituck NY 11952 Phone#:631-603-9092 _ _ _J Email:"msmith@amparchitect.com •F L'.I `T ESIGN E NF �RM- O D •PRO SSIONA O A I N Name:Anthony._Pp illoAMP Architecture Mailing Address: 10200 Main Road Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:aporti"I,lo aaamparchitect.com u«p' 1S• CON RACTOR14FOI2IVIA ON:< •�.-Ywr` Name:N/A Mailing Address: Phone#: Email: t •+a =D'ESCRIPTIO �OF' �O.OSED':CONSTRUCT ONh�: { N PR• P .';4:; .. ,,.:.�., ......,...,. ".,w. M7.n..- ..a•..,..�.".,,,a'....,6.... V.�, :,.:s{"t� .F�r,f'.« • .Yr F ❑New Structure ❑Addition 8'Alteration ❑Repair ❑Demolition Estimated Cost of Project: DOther $ Will the lot be re-graded? ❑Yes ©No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERIY:INFORMATION �.M Existing use of property:Single Family Residence Intended use of property:Single Family_Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes RNo IF YES, PROVIDE A COPY. 8'Checic 6ax"After;Re"tiding;:.7Fie ownerJcontractor/design pinfessionat isiresponsible,'fcr all drainage,water issues;ai`j r ided.by a ter 23 `f e T"w PP CA ON'IS HEREBY MADE to:the Bui din De artinent`-for:the Issuance of•a B ildin Perm an a uildin" Zone ;:: p 6 0•the o n Code A ll TI i u g it pursu t to th B g'Ch ^:OrdgnanGe�of,tfie,Toin►n af'Southold;Suffotk;,County,NewYork,and other;appllcatile,`I aws ordinances.or,Regulations for the'construct�on of,builiJir►gs, addI tions,alterations or for removal or demoliEion,a's,her`a n"described The applicanvagrees to comply with;all applicable laws;ordinance's,buildingcode,. housing code'and regulations and'to admit authoriied'Inspectors`on premise's'and in-builiJing(s)for,nocessary,lnspections:False statements,made,heteiri are p unishabI as-a-Class"4 misaemeanortP ursuant to section 2I0:45'of-the New York'Stafe Penal"-Law,ieP:>•-: ' "�' Application Submitted By( ' t na e):AM P Architecture, BAuthorized Agent ❑Owner Signature of Applicant: Date:-66tft2a STATE OF NEW YORK) COUNTY OF ) rl� 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,cetc.) 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 therewit�h, �� BAR ARA H.TANDY Sworn before me this Notary Public,State Of Nowllb�k No. 01 TA6086001 olk day of , 20_3. Commission Expiafied In res-O*MW{2nly j��d 7 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) ,,-Joseph Cella & Natasha Foy residing at 935 Laurelwood Drive, Laurel, NY do hereby authorize AMP Architecture to apply on y behalf to t Town of Southold Building Department for approval as described herein. 2"z? Owner's Signature Date use l-, 6/.x- n< C�4.SA o- Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector of F Ot J A TOWN OF SOUTHOLD �N Town Hall Annex - 54375 Main Road - PO Box 1. 179 Southold, New York 11971-0959 -,; -..-ij-elephone (631) 765-1802 - FAX (631) 765-9502 amesh(c-bsoutholdtownny.gov - seand(d).southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: I Company Name: Electrician's Name: v-7,e I C License No.: M,47- 65-9 Ll Elec mail: A11U0r*5&--C?r"AlZ- corms Elec. Phone No: 67011 1 request an email copy of.Certificate of Compliance Elec. Address.: F,- ,, " pyiq 77-,l r6e-o-r- tq5-2- JOB SITE INFORMATION (All Information Required) Name: Z6u- Address: f3rZ-fic4eEL-&icolt> J7plvE- 4.1v&6-L- Cross Street:-Pe--Caac- :A, 2LVt> Phone No.: Bldg.Permit#: L11809,- email: Tax Map District: 1000 Section: 12 7 Block: Lot: Z BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ee,_,Jo V lq_rf 0 A.) 7C7 ,5"r frL e),' ` -^/1�� /57— _r- K t rC14 L OCI-Jb t , Z&J, f 19 130 0 Z7 r—Square Footage:—r—I:SoO Circle All That Apply: Is job ready for inspection?- ❑ YES 0 []Rough In ❑ Final Do you need a Temp Certificate?: F-1 YES M NO issued On Temp Information: (All information required) Service SizeF11 PhF-]3 Ph Size: A # Meters Old Meter# El New ServiceE]Fire ReconnectO Flood Reconnect Oservice Reconnect Ounderground OOverhead # Underground Laterals[-]1 F-]2 [-] H Frame [:] Pole Work done on Service? F]Y [-]N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches p - ��C� 1 Outlets GFI's Surface Sconces H H'sj#�— G (� UC Lts ` Fridge HW POOL 1 Fans Mini Fr. W/D �� Panel I Pump Exhaust I Oven Sump Heater Trnsfmr Smokes DWI Generator Salt Gen. Carbon Micro l GrbDis Water Bond Lights HeatvI Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments ' ae, LAI- 121, G 4L& , + � � EIE-1' 0 V I E F-',"\ 419lL�DING DEPARTMENT- Electrical Inspector i JAN 1 6 P024 TOWN OF SOUTHOLD Q '` ' Town Hall Annex - 54375 Main Road - PO Box 1179 • BrT�,D9r50 D�'� Southold, New York 11971-0959 4-A�d �ap� INN�X fjf eiephone (631) 765-1802 - FAX (631) 765-9502 jamesh _southoldtownny.gov - seand(�southoldtownny.Nov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: I /7 2y Company Name: C EO �G eleHL �rVD 41&H7 i.�4�? IIV<. Electrician's Name: F-Ric License No.: MF 6,5-9y Elmail: /�-�/,�2 !�/ rhs l`,�r��/L• Corte Elec. Phone No: 6-3/—�/�— SjOy Ell request an email copy of Certificate of Compliance Elec. Address.: 3;7,57-- ic; e, " 171,og 77'-1 r7.e-4c- / m 5-2- JOB SITE INFORMATION (All Information Required) Name: &4,- Address: f3S L.fW&-Woot> --L>Q/✓E 9`f8 Cross Street: ECoM. L vt> Phone No.: Bldg.Permit#: L19$09Z email: Tax Map District: 1000 Section: 2 Block: Lot: Z BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): fe�OVortoN 7C7 /ST r -!Z KtrCHEN, J-.19v,Jbrey Zn1w 9-,vb /sr Square Footage: I ISOO Circle All That Apply: Is job ready for inspection?: ❑ YES O ❑Rough In ElFinal Do you need a Temp Certificate?: ❑ YES ONO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 D H Frame 0 Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION W3K 4q602- AMP �� (�� '4��[�4| | �� Addn,ox:luaoowoinnood.unit3�Mm�ituokwvnasz Architecture~�' ' ' ^~~~~ `~° ' ~~BuildPhone:(eaVenu'eooc- Design ----- - �� | | September 24, 20J4 `/ c- Oct ' /I� �i^'`� TO:Southold Building Department - 54375NY-25 d��Southold, ' Cella Property: 93SLaure|vvood Dr, Laurel, NY11948 S[TM#1U0O'l27'O7'OZ Accompanying this Narrative are revised drawings submitted to clarify the scope of work that has been done. The proposed first floor layout was modified from the initial filing with a different window and different doors to the rear of the home.Additionally,the basement was added to the scope of work as well as relevant drawings to legalize the existing finished basement. Revised sheets include the following: G'0O1.U1—Project scope text and page key updated accordingly. G-OO2.O1—Energy chart updated to include basement wall insulation. A-101.01—Proposed basement demolition plan added to page and fist floor demolition plan modified accordingly to the change in proposed work. A-102.01—Notes and tables updated to reflect changes including windows& doors. Proposed basement plan added and proposed first floor plan modified to show changes. A-201.01—"Southeast Elevation (Rear)" changed to reflect the new sliding door, awning window, and fuU-|ite swing door. P-1O1.01—Plumbing riser diagrams updated to include existing basement plumbing. \ ` All Revisions have been clouded on the plans for clarity. Please feel free to contact our office if you have any further questions. Thank you, Anthony PorbU4 RA, LEEDAP Principal | AMP Architecture, PLL[ Page |of > SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION 4�', CL ® PROPOSED ACCESSORY STRUCTURE L Q PROPOSED 2ND STORY W Lu-1 (u A RT KI D 7E pj 7 : Cw „'e"'"' "v'^'oX•,;a'''"^'^.m"' :, ti. .. a"rr+n..".q++n'a,+.r'^,.,- m..,,.,... ..pq w '- O 0 < p N z O C6 In Ci' >1 U 0 O 0 4-+ N N25 23 00"1�I _ _ ___ . - m - co cu. 4 F.� Y , O _ S O i Z� 41 EX 1ST. SHED -7.8' x 12.2 ' 6p S LOCATION MAP �n11 .J 1 SCALE: NTS W I -' - rn FROPOSED INTERIOR RENOVATIONS W/ RELOCATED BATHROOM,I �� -0O •0 PROJECT LOCATION & SCOPE LAUNDRY CLOSET, � MOD KITCHEN AREA. SITE PLAN & ZONING DATA < -i NEW WINDOW AND DOOR AT REAR FACADE- LEOAL I ZE EX I STI NO BASEMENT. - GENERAL NOTES I� 1002 .o W __ -�� -�� f _ �/\ ENERGY TABLE 0 W EX 1ST. O AZEBO STRUCTURAL DESIGN CHARTS 01 F 0� C,7 ED A7A : -QQ�j•QQ HOLDOWN, ANCHOR BOLT, o 0 I ' STRAPPING & NAILING DETAILS a = cr u> EX 1ST. HOT TUB PRO.IEGT / ZONING DATA FASTENING SCHEDULE w �I -QQ�••QQ FRAMING GRAPHICS u- U) TAX MAP # 1000-127-7-2 EX 1ST. SLATE EX 1ST• Nr1 ). DEGfG - - BEAM CONNECTION PATTERNS NAL<��AY I ZONING DISTRICT R-40 CONFORMING FIREBLOCKING DETAILS o 1 LOT AREA I.O ACRES a J PROPOSED DEMOLITION PLANS a GofO - MAIN HOUSE #Z-28655; 08/07/02 w w GofO - DECK 4 GAZEBO #Z-17aga; 05/04/Sa N z �."� 0 I CofO - IN GROUND POOL #5&546; 05/05/17 - 2 z w u I 102 .01 PROPOSED FLOOR PLANS o 1 0 0z EXIST. u I �� ' DRI VEINY 2 STi�'Y N -� I LOT COVERAGE - [ j)NELL I NO - A-20 1 ,01 PROPOSED EXTERIOR ELEVATIONS M 1 N SOUTHOLD TOWN GODS (280-16) o 0 51 .�I DESCRIPTION (FOOTPRINT) AREA % LOT PROJECT: , I 8.2 COVERAGE I E,�IX 1 STI,,�ISLATE TOTAL LOT AREA 44,515.1 S.F. F- 1 Q 1 .0 1 DWV/ WATER SUPPLY RISER ' Y`t�tL Y`4 � EXISTING MAIN DWELLING I,Tcfcl.1 S.F. 4.03o GAS RISER C E LLA - - _ EXISTING DECK, GAZEBO 4 HOT RESIDENCE TUB 712.4 S.F. 1.69� ' 50 ' F�RON-T SE 5ACX I EXISTING SHED 15.2 S.F. 0.25yo - TOTAL AREA OF ALL STRUCTURES 26061 S.F. 5.a� 935 LAURELWOOD DRIVE I o I MAXIMUM LOT COVERAGE ALLOWED: 20% LAUREL, NY 11948 I IMPERVIOUS SURFACES < 8 FROM GRADE DRAWING TITLE: EXIST. ASPHALT DRIVEWAY 5285.7 S.F. 7.49b EXIST. SLATE WALKWAY 726.8 S.F. 1.69b PROJECT LOCATION & SCOPE TOTAL LOT GOVERA6E INGLUDIN6 6617.2 S.F. 14.�i9b STRUCTURES <a" FROM GRADE SITE PLAN & ZONING DATA L _ _ _ _ _ _ _ _ _ _ _ _ _ ZONING REGULATIONS MAIN BUILDING 5OUTHOLD TOWN CODE (280-16) PAGE: Aoftk I ,�I EXIST. PROPOSED COMPLIES U-00 Im 011 MIN. FRONT YARD 50.0' 70.0' 70.0' YES MIN. SIDE YARD 15.0' 50.0' 50.0' YES DATE: 8/30/23 1 OF 8 MIN. COMBINED DATE: a8.2' a8.2' YES • SIDE YARDS MIN. REAR YARD 50.0' 156.4' 156.4' YES SITE LAYOUT NOTES: S 1 TE FLAN`t I. THIS IS AN ARCHITECT'S SITE PLAN d IS MAXIMUM HE16HT 55.0' 22.1' 22.1' YES - SCALE: I" = 20'-O" SUBJECT TO VERIFICATION BY A LICENSED -' SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE t ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED SEPT, 17 2012 a <` AND PREPARED BY: KENNETH M. WOYCHUK LAND SURVEYING, PLLC PO BOX 155 AOUEBCOUE, N.Y. 116151 K TELEPHONE: (651) 2q8 1588 CARPENTRY WOOD FRAMING MATERIAL STANDARDS ELECTRICAL: J"" 55RE Y I AT I O I S NOTES � SFEG I F'I GAT I ONS I. ALL LUMBER SHALL BE DOUCLAS FIR LARCH #2 4 BETTER (Flo = 875) UNLE55 THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL NEWLY INSTALLED ELEGTRIGAL WORK OR APPLIANCES SHALL CONFORM OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY TO 2011 NATIONAL ELECTRIC CODE, NFPA -10 AND 2020 NEW YORK STATE IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED. PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING ENERGY CONSERVATION CON5TRUGTION CODE. BD. BOARD INSUL. INSULATION TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RE5PONSIBILITY TO READ ALL NOTES, JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN AOENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 2. CONTRACTOR WILL FURNISH A =IRE UNDERWRITERS CERTIFICATE UPON Q 5" MIN. FOUNDATION EXPOSURE. GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE COMPLETION OF WORK. BFE BASE FLOOD ELEVATION INT. INTERIOR SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 BLDG. ��BEILDING K KIPS (1000 LBS) 0 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" COUNCI(THIS DOCUMENT IS A MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA '12: uj APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. APPLICABLE WOOD FRAME EDNSTRUGTION MANUAL AND THIS PS FORMAT, AS - GENERALLY, VERIFY OR PROVIDE HARD WIRED BM BEAM MANU. 5PEG.'s MANUFACTURER'S SPECIFICATIONS _j APPLICABLE AS A DERIVED WORK). SMOKE DETECTORS w/BATTERY BACK-UP IN: J tD 2. ALL CONSTRUCTION SHALL BE PERFORMEI7 IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 CAGE METAL JOISTS HANOER5 BY "TECO" OR B.O. BOTTOM OF MAX. MAXIMUM M ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, A. EACH SLEEPING ROOM Q N PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, BOT. BOTTOM �MEGH. MEGHANIGAL � E � STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL B. OUTSIDE OF EACH SEPARATE SLEEPING 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING AREA IN THE IMMEDIATE VCINITY OF - 3. ALL WORK SHALL CONFORM TO NATIONAL., STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. RULES SPECIFIED IN 1.1 THROUGH 1.5. THE BEDROOMS (GENERALLY THE HALLWAY) B.O.W. BOTTOM OF WALL MIN. � MINIMUM _c O AND AUTHORITIES HAYING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, C. EVERY LEVEL OF DWELLING G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ici88 4-+ } C9 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED (5A5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) - p p (V z O OF THE OWNER/BUILDER BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY COL. COLUMN NYC BG NEW PORK CITY BUILDING CODE 0 - � -i. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2 BEARING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE .p 'Y 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE MECHANICAL., FUEL GAS: GONT. CONTINUOUS O.G. ON CENTER > X U N SHALL BE CLARIFIED WITH THE ARCH IT'ECT/EN&INEER BEFORE PROGEEDINC 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. GRADEMARK SHALL INCLUDE AN EASILY DISTIN6UI5HABLE MARK OR WITH THE WORK. INSIGNIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THE I. MECHANICAL AND FUEL &A5 SYSTEMS SHALL COMPLY w/ THE DBL. DOUBLE �GG. OCCUPANCY p O p �' (� q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. NYS MECHANICAL CODE AND FUEL 6A5 CODE O m �� r-- 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION CV -J � 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, 11 UNLESS APPROVED BY THE ARGHITEGT/ENGI'�IEER. 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET Q O � � O 10. ALL EXTERIOR 5HEATHING SHALL BE NAILED A5 PER FASTENING 5GHEDULE LABELED, 4 INSTALLED IN AGGOR >ANCE w/ MANUFACTURERS 5PEG.5 4 CODE. DIM. DIMENSION P. GONG. POURED CONCRETE „ THE PROVISIONS OF ANSI/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED "I. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, 5HEATHIN6 15 OF 1/2 THIGKNE55 ON WALLS AND TIMBERS. BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRAD SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE E, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS S. ALL FUEL 6A5 SPACE HEATING APPLIANCES RESIDENTIAL BUILDINHE FUEL D.J. DECK JOISTS PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. EA. EACH PLYWD. PLYWOOD STANDARD SPECIFICATION FOR E5TABL15HIN6 AND MONITORING q. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THIGKNE55 AND OF GDX GRADE. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED ELEV. ELEVATION P.T. PRESSURE TREATED NAILING A5 PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED 10. OWNER/BUILDER ARE RESPONSIBLE FOR .ALL INSPECTIONS, APPROVALS, REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S GORE TO AN R-VALUE OF AT LEAST(NY5 EGG R403.3): EQUIP. EQUIPMENT REQ'D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR EVALUATION REPORT. APPROVED EQUAL. DUCTS 3"<P 4 GREATER,LOCATED IN ATTIC: R-8 EXIST. EXISTING Rl RISER 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES DUCTS UNDER 3"�, LOCATED IN ATTIC: R-6 70 AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HE16HT5 AND AT U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF DUCTS 3"0 4 6REATER, OTHER PORTION OF BUILDING: R-6 EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. ASTM D5456 STANDARD SPEGIFIGATION FOR EVALUATION OF DUCTS UNDER 3"�, OTHER PORTIONS OF BUILDING: R-4.2 / , STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE [F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER v '- 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 5'-0" AND AT EVERY b'-O". SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. FAR FLOOR AREA RATIO STL. STEEL m 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PACE 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED F.A.V. FRESH AIR VENT S.V. SMART VENT -I� W 6-003. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE 14. THE CONTRACTOR SHALL KEEP PREMISES REA50NABLY GLEAN AT ALL GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE A5 SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE _- RUBBISH, WASTE MATERIALS, TOOLS, ETC., Gl_EAN 6LA55 AND LEAVE WORK NECESSARY. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS BROOM GLEAN. OR THE MANUFACTURER'S CODE EVALUATION REPORT. I'1. PROVIDE ALL NAILING AND 5TRAPPINC ADDRESSED ON PAGES 6-003. F.J. FLOOR JOISTS THK. THICK 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL LIABILITY INSURANCE. ALL SHALL COMPLY ,WITH STATE AND LOCAL CODES 0. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. MEET THE PROVISIONS OF A5TM C36 SPECIFICATION FOR GYPSUM FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB WALLBOARD, ASTM 05-1 SPECIFICATION FOR GYPSUM LATH, OR ASTM C"iq _ 16. THE CONTRACTOR SHOULD FULLY 6UARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD /1 THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPINC 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL FR. FRAME TYP. TYPICAL �n+ 1 COMPLETION OF PROJECT. AS PER PAGE 6-003. MEET THE PROVISIONS OF AN51/AHA A135.4 BA510 HARDBOARD OF W 1'I. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED Q ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 1.8 STRUCTURAL PANELS: FTC. FOOTING VERT. VERTICAL A6AINST ALL CLAIMS, DAMA6E5, L055E5 A'l11D EXPENSES, INGLUDIN6 TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER ATTORNEYS FEES AR151NO OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND H.D. HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (5) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WHOLE OR IN PART BY ANY NEOLICENT ACT OR OM155ION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HDR HEADER WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EVALUATION REPORTS. HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACT5 ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: _ BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 JOIST McMILLIAN 1AE MIGROLAM 1.5.2. ORIENTED-STRAND BOARD (05B), WAFERBOARD ORIENTED-STRAND HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. 6EOR61A PACIFIC 2.OE 6-P LAM BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET P5L (PARALLEL STRAND LUMBER) DENOTES: THE PROVI5IONS OF U.5. DEPARTMENT OF COMMERCE VOLUNTARY 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. TRU55 J015T McMILLIAN 2.OE PARALLAM PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. 5PEG.'s STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR w OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR APPLICABLE CODE EVALUATION REPORTS. d TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, 5FECIFICATION5, 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD I-:�� STR T I O O I �� O Z APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING 5UILDIN6 CODE, lb.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURALUj AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY O w AUTHORIZATION OF THE ARGHITECT/ENCINEER. CODE EVALUATION REPORT. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE ~ N EVALUATION REPORT. PROPOSED DES I r N GO1DE PRESGR I PTI VE VALUE 4 W m Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL COMPONENT COMPLIES o w NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS VALUE CITATION (PER 2020 NYSEGGG) d = PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL SHALL MEET THE PROVISIONS OF AN51/AHA AM4.1 CELLULOSIC, ix V) RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR g Z 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED CELLULOSIC FIBER INSULATING BOARD. � L'- WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE MAX. U-VALUE = 0.52 w O HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDOE5. U-VALUE = 0.25 c> Z 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GFM/SF YES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S AIR LEAKAGE = 0.50 GFM/5F SPECIFICATIONS, UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 w N _ xx MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I I.-N W 22. PROVIDE FIREBLOGKIN6 AS PER NEW PORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 2536 OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL EXTERIOR (2"x6") WOOD rq MIN. R-VALUE = 20 (CAVITY) w HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENT5 AS SET FORTH IN APPLICABLE CODE EVALUATION R-2I BATT INSULATION YES a = REPORTS. FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 O �- 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. w UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-5ECTION. o. N FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL2. COPYRIGHT PROTECTION ACT OF IggO (AWG'PA), WHICH HAS SEVERE PENALTIES. 2. HOT WATER PIPE MIN R-VALUE = 3 O d CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.?. R-3 PIPE INSULATION �- 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE StjL:ATION - PER-R403.4 4 R403.5 YES w w CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, GENERAL WIND PROTECTION CONNECTION NOTES: NOTES, BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND NOTES, AND TABLES ON PAGE 6-003 4 G-004. THE FASTENING SCHEDULE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL HEX BOLTS AND SCREWS (INCH SERIES). CONSTRUCTION;55TD 10-qq AND 2015 SEC, HIGH WIND EDITION WOOD FRAME SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6 (ANY NAILING MIN. R-VALUE = 13 (CAVITY) AT INTERIOR OF WALL ~ SPECIFICATIONS ON THE FLOOR PLANS SHALL 5UPER5EDE THE FASTENING BASEMENT WALL R-VALUE R=15 BATT INSULATION 0 INTERIOR YES Z w w . HOLDOWNS OPERATE 2.2.2. LA6 SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (c) w I. A CONTINUOUS LOAD PATH BETWEEN FOC>TIN65, FOUNDATION WALLS, SCHEDULE). IN CONJUNCTION WITH THE PERFORATED 0 0 SHEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME B18.2.1 SQUARE AND HEX BOLTS AND 50REW5 (INCH SERIES). ----- -- - ----- z rY FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. / d O HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES COMP I NGE STATEMENT: "SE "LANS "f-Eciria- 0 v z 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN 'TO THE BEST OF MY KNO EDGE, BELIEF, AND PROFESSIONAL JUDGMND ATIONS ARE IN INCLUDED IN THE STANDARD BUILDIN6 CODE, SECTION 2306 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. WOOD P05TINO TO BE BLOCKED 50LIP TO FOUND. WALL w/ END GRAIN, THE GOVERNING BUILDIN6 GODS, AND ANY ADDITIONAL REQUIREMENTS TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/ STEEL 5HIM5 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURERS GORE EVALUATION REPORTS. DIRECTLY TO THE WEATHER OR SUBJECT• TO SALT CORROSION IN COASTAL SECURE w/ (2) 1/2" 41 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® N �� 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND AREAS SHALL BE STAINLESS STEEL OR 140T DIPPED GALVANIZED. EXIST. WALLS 4 12 LONG HOOKED BOL75 ® NEW FOUND. WALLS). FOR ANY GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, cv POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL p 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WIDE 3 COURSES OF 50LID BRICK MA50NRY CENTERED 0 P05TIN6, U.O.N). MEET THE REQUIREMENTS OF THE GOVERNING 5UILDIN6 CODE AND ANY TABLE R301.� O 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE HOWEVER, WHEN COLUMN OR P05TINO 15 PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CLIMATIC $ OEOORAPHIC DE51ON CRITERIA PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ CODE EVALUATION REPORTS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F 166-7 STANDARD GROUND SNOW LOAD 25 LBS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING w/6" RISE 4 w/(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. RAFTERS EXCEPT WHERE COLLAR TIES OF I xb OR 2 x4 LUMBER IS SET 6" D15T., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. STRUCTURAL MEMBER ALLOWABLE BASIC WIND SPEED 150 MPH C E L LA LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 2,2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES DEFLECTION RAFTERS. 6LA55 WINDOWS AND DOORS SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDIN6 GORE RESIDENCE 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY 1 B MANUFACTURER'S CODE EVALUATION REPORTS. L/I80 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B -i. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY CLEARANCES ARE PROVIDED. 2.2.1. SCREWS: 501REW5 SHALL COMPLY WITH AN51/ASME B 18.6.1 16" WITHIN 4' OF EXTERIOR CORNERS. WOODSGREWS (INCH SERIES). 3. ALL 5LIDIN6 6LA55 DOORS, 5KYL16HT5, AND ANY 6LA55 UNIT INSTALLED INTERIOR WALLS 4 PARTITIONS H/180 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED WITHIN 16" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, WEATHERING SEVERE 935 LAURELWOOD DRIVE TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER UNLE55 OTHERWISE NOTED. PLUMBING FLOORS 4 PLASTERED CF-ILIN55 1./360 FROST LINE DEPTH 3'-O" LAUREL, NY 11948 OF AND 3"x5Nx WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 5Y5TEMS TO NY5 PLUMBING CODE AND NYS DEC REOULATION5. ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF -V IN CONCRETE/MASONRY MANUFACTURER'S SPECIFICATIONS. TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE: LOCATED WITHIN 12" OR CORNERS 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YE5 ENERGY CONSERVATION CONSTRUCTION CODE. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION GENERAL NOTES CODES AND REFERENCE STANDARD: AND AT BASE OF VERTICAL WA5TE PIPES. EXTERIOR WALLS - WIND LOAD5 W/ BRITTLE FINISHES L/240 6. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 6LA55 DOORS, WINDOWS, OR ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER STATE 5UILDIN6 CODE, 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 FOOT. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHE5 L/120 STRUCTURAL DESIGN CHARTS NEW PORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK '7, ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCREENS AND HARDWARE NEGE55ARY FOR PROPER FUNCTION OF SUCH UNITS. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: - D15H WASHER.........................................2" 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 - KITCHEN SINK........................................2" WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. - LAVATORY...............................................2"CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER A550CIATION STRUGTUR L DESIGN LOf�DS PAGE: (AF4PA) AMERIGAN WOOD COUNCIL (ANC). - SHOWER/TUB..........................................2" q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH - TOILET........................................................3" ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE - LAUNDRY .................................................2" AV% 0 0 90111, AMI& :1 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH - FLOOR DRAIN..........................................3" U5E LIVE LOAD DEAD LOAD a PLUMBING CODE. THE CHARACTERISTIC5 OF THE ANDERSEN WINDOW SPECIFIED. THE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DE516N PRESSURE, 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EOR:E55 THROUGH ROOF. EXTERIOR BALCONIES 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. REQUIREMENTS. CONFORM TO 2011 NATIONAL ELECTRIC 'i. PROVIDE FROST-PROOF HOSE BIB5 WITH EA51LY ACCESSIBLE DRAIN 4 DECKS 40 psf 15 psf 5. ALL ELECTRICAL WORK SHALL G GORE, NFPA -10 AND 2020 NEW YORK STATE ENERGY CONSERVATION 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRWAYS SHALL BE DRAIN COGK5 A5 REOV. HOSE 5I55 SHALL BE.PROVIDED WITH BAGKFLOW DATE: 8/30/23 2 0 F 8 GONSTRUCTION GORE. TEMPERED 6LA55. PROTECTION. PASSENGER VEHICLE GARAGES 50 psf A5 PER PLAN 11. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM WINDBORNE DE15RI5. 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED GYPSUM WALL BOARD GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE WITH BACK FLOW PROTECTION. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 429 10 psf 15 psf I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT MISSILE TEST OF ASTM Elqqb AND ASTM E1886 AS MODIFIED BY 2020 NY5 BG COMPOUND METHOD. SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 2. ALL GYPSUM BOARD SHALL BE I/2" ON W�I.LS AND GEILIN6, UNLE55 THE REQUIREMENTS OF AN APPROVED IMPACT-RES15TANT STANDARD OR HEALTH DEPARTMENT STANDARDS AND REGULATION5. ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf AN51/DA5MA 115. OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf r DEEMED APPLICABLE. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH TO CONGEALMENT OF PLUMBING. A THIGKNE55 OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN 8' SHALL SLEEPING ROOMS 30 sf 15 psf 3. 5/6", ONE HOUR RATED, TYPE 'X' 6YP5UM 13OARD ON GEILIN6 AND WALLS BE PERMITTED AS 6LAZINC PROTECTION. PANELS SHALL BE PRECUT AND 11. NOTCHING AND BORIN6 OF STUDS, J015T5, RAFTERS AS PER BUILDING GORE. p (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED I IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS NOR ANY POTENTIAL DAMAGE THEREOF. STAIRS 40 psf 15 psf EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT GUARDRAILS AND HANDRAILS 200 psf 15 psf t CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE ON THE BUILDING. ell TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE 5ANDED SMOOTH. ROOF LOADING 15 p (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTIC P eP FOR LATH. , 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-005. ASCE 1-16 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHTV400D FRAME (L.G. STL. Q EXISTING TO REMAINr WHEN APPLICABLE) O I---{ NEW WOOD FRAME (L..G. T NEW FOUNDATION WALL O �—J—{ STL. WHEN APPLICABLE) m NEW I—HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL C O O POST FOR 6" WALLS), U.O.N. _ C09 NEW 2—HR FIRE RATED WOOD FRAME (L.G. STL. �O O N z O WHEN APPLICABLE) 12 •cu , I � 2: X (V O O O 4- C4 .O O m 4-J N O O d O cu DEMOLITION NOTE: PRO\/IDE SHORINO AND SUPPORT TO ALL AFFECTED STRUCTURAL MEMBERS PRIOR TO THE SOMMENOEMENT OF ANY DEMOLITION OR SONSTRUGTION. ..�J U — U D - -J t m _c �- U EXIST. WOOD DECK < 410.��FT. V JJ W EXIST. DN HEN REMOVE ALL — — — — — — — APPLIANCES d SUMP -O 3-2 6101,- - — — — — CABINETS — J I 0 H v w --- i — — — — — — H N X O - } -- w � �I J - H m �-- �`� sL r-- � I w • 11 / \ 11 1 1 1 \G/ I -- - L----j -I `j -"�� II I REMOVE a w REMOVE �Q �' ___ �- - -------- -" I I BREAKFAST Q S PARTS OF �� u REMOVE W/D r EXIST. / NOOK I N EXISTING I I I r-1 LAUNDRY ROOM/ 1 g ? X HEARTH 1NIL- II ??.3 J/ EXIST. 1 I -j "' EXIST. EXIST. I 1 1 I L--11 -s0.FT. / o w c7 EXIST. STORAGE STORAGE L__ �� EXIST. BREAKFAST O Z BATHROOM 105.4 5G2.FT. 112R 50.FT. I L_--_____—— KITCHEN j NOOK LL. v�i 5'7A 50.FT. I r� �_ I 204.41 50.FT. EXIST. MEGH. . - j Ir r 11EXISTj �1 EXIST. ROOM 4 EXIST. DEN Ja�='' BATHI L__J I C- _ FURN. F 251.1 SOFT. REMOVE I 226.3 50.FT. ® N BATHROOM I I I/i��\ �SG.FT.�� --------------f=='" _� �-------J I � N EXIST. \\ i II �� I I -------� 0 X. FIXTURES 1\\��I/I / �� I ii I--------------- ----� O Q W.H. _ L L--- -------------L-- F� p w W ww -- -------------------� ---------- Q O Z N m REMOVE w w 4-0 EX15T. ! 1 j ———— / w �/ INTERIOR Q O E.P. ------� R I ------ R I EXIST. II .N DOORS CC.) 0 - -oil 6' '-O" DN III EXISTIING III WINDOWS TO EX. G EXIST. EXIST. DINING III 7BE REMOVED. rr REG. ROOM N AND 55?.9 SOFT. 1� III II REPLACED Q 145.5 50.FT. WITH SHORTER 04 III WINDOWS. p m0 III INFILL AS 5.5" 01-6. III REQUIRED. HGHT. PROJECT: - - - - - - - - - - - - - - - - - iCELLA - - - - ° - - - - - °- - - - - RESIDENCE i STEP STEP EXIST. UP 6'10" GL6. EXIST. EXIST. UP UP HT. ® BM. E.P. I UP EXIST. 0 EXIST. O yEORE55 I GARAGE 935 LAURELWOOD DRIVE 'ST 456.4 50.FT. Li LAUREL, NY 11948 '7'O' GL6. EXIST. FOYER HGHT. 00.3 T. X EXIST. DRAWING TITLE: XV-4" GSMT. E&RE55 EXIST. LIVING PROPOSED DEMOLITION PLANS SILL: V-5" ROOM 259.2 SOFT. EX15T. 0 GL. w ?.4 SO.". PAGE: EXIST. HATER EXIST. WATER I 0 :10 .1 0 METER FILTER < i DATE: 8 2� � ❑ a ❑ ❑ � /30/ 3 5 OF 8 L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J EXIST. UP FROPOSED BASEMENT l7EMOL I T I ON PLAN FROFOSEl7 FIRST FLOOR I7EMOL 1 T I ON FLAN � SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" Z6 _ _ _ NATURAL LIGHT $ VENTILATION a _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. DN 2'-O" 2'-4" 3'-4" EXIST. WOOD EXIST. - - - - WHEN APPLICABLE) q 2 DECK � � (HABITABLE SPAGE) EXISTING TO REMAIN 410FT. Q T „ I - � FLOOR AREA 443 S.F. 0 _ W NEW FOUNDATION WALL __ 102 S.F. REQ. S.F. PROV. Lu C6 NEW WOOD FRAME (I_.G. `' ''' '° � � W STL. WHEN APPLICABLE) _ EXIST. HDR. -� LIGHTING;MIN. 8% c) (2 2 x8 DR z 2 2 xb' HDR NEW (2) q.5" UPPERS DW 55.4 S.F. 61.-1 S.F. Q �_ CV MIN. (2) 2"x4" STRUCTURAL \ p OPOSED m LVL HDR - OF FLOOR AREA NEW I-HR FIRE RATED © - O \ � �- ? f.n c P05T FOR 4" WALLS 103 tp ii BATHROOM 101 I VENTILATION;MIN. O O WOOD FRAME (L.G. .3TL. WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL - 55.3 50.FT. - 4% OF FLOOR AREA I'i.-! S.F. 40.2 S.F. � ,- xp O POST FOR b" WALLS), U.O.N. `r N= dJ NEW 2-HR FIRE RATED 5.5" STEEL COL.; `� N '.�, >: � WOOD FRAME (L.G. STL. I ® S 6 `fl BR OW A BASEMENT 0 ® O O N z O WHEN APPLICABLE) 5 `t LEVEL WITH IWx1Wxl2"D-1 w 0- �(� L0 - CONC. PAD FT6. � C x U N d 5'-0" 3'-II" 5'-O" O G O i MOD. MOD. DEN ' - O p O 4- O - FLOOR PLAN NOTES (� �� Lo HEARTH 148.3 SQ.FT. O Lo m -Z FLOOR CV k 5.5" STEEL O O DOOR NOTE: NEW LAUNDRY ROOM: BENCH iv - z COL. Q �. O I. INSTALL NEW INTERIOR DOORS WHEN GALLED GUT Q O O I. NEW WASH /DRY HOOK UP N 4 _ REF W8X40 A 6 FLUSH STEEL BEAM ON PLANS BY 'JELD-WEN' (OR EQUAL). o� 2.COORDINATE LAUND. ROOM 6 DOOR DIM.s , 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT (2) 1.'75x?.25 FLUSH i- W SIZE OF EQUIP. ON PLANS BY 'THERMATRU' (OR EQUAL). 5.PROVIDE HOOK UPS AS REQ'S PER MANU. - r PROP. LNDY RM. - HDR. PROV. 5. NOTE DOES NOT INDICATE EACH NEW DOOR i 50.5 50.FT. DBL. P05T EA. - /� PROPOSED;SEE DE516N1ATION5 b DOOR SCHEDULE. rt m END ? W 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR p WALLS, U.O.N. DRYER EXHAUST NOTE: 1 l04 w v i- 5. INSTALL AS PER MANU 5PEG.'B I. DUCT SHALL TERMINATE TO EXTERIOR EXIST. EXIST. DN 5T. x p N B 7 6.PROVIDE (2) 2NIO" HDR., U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY DN 7. SEE PACE 6-005 FOR ALL OTHER FRAMING DUCT 1Z - 2 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.C.4. 3.DUCT SIZE AS PER MANU. =ry , ® T 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER _ O O T x ' 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN V WINDOW NOTE: ,n = � B O I. ALL NEW WINDOW5 $ DOORS SHALL BE ANDERSEN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO O � ■ CASEMENT, DOUBLE-HUNG, OR GLIDING (A5 NOTED). CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM MODIFIED INSTALL AS PER MANU. 5Pf'_G.'S. SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO 1 W KITCHEN 2 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; EXCEED B FEET AND SHALL BE LISTED AND LABELED SEE DESIGNATIONS d WINDOW SCHEDULE. IN ACCORDANCE WITH UL 2158A. I _� 443.1 SOFT. T 5.FOR SUBSTITUTIONS, SEE NOTE #q IN "6LAS5 WINDOWS 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS I WALL 4'-2" AND DOORS" ON PAGE 5 Oo2. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST IN-FILL 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL C. 6.1. FOR ALL SKYLIGHTS b OPERABLE PANELS OF COFFEE BAR 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 50REW5 6. GENERAL, TEMP. 6L. SHALL BE PROVIDED: �. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER UPPERS 6. SWIN6146, SLIDING, 4 BIFOLD DOORS LOCATION TO THE WALL OR ROOF TERMINATION. THE 6.2. WITHIN I&" OF F.F. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 6.5. WITHIN 24" OF A DOOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° EXIST. EXIST. i••� 6.4. WITHIN STAIRWAY5 d WITHIN 56" OF A LANDING BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES STEP WALL STEP WALL _ 6.5. WITHIN TUB/SHOWER ENCLOSURES NOT INCLUDE THE TRANSITION DUCT. EXIST. UP IN-FILL UP IN-FILL 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 O EXIST. O UP 1. 5EE PAGE 6-005 FOR FRAMING ELEMENTS AROUND -II" n 1 NEW EXHAUST FAN SHALL BE INSTALLED WHERE GARAGE W WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM O VENTILATION 15 NOT MET BY MEANS OF NATURAL I 456.4 50PT. (2) 2"xIO" HEADER U.O.N. CIRCULATION THROUGH WINDOWS OR DOORS TO Li 7 Q 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER OUTDOOR SPACES A5 PER NY5 MEGH. CODE SECTION EXIST. FOYER NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS EXIST. INSTALL AS PER MANU. SPECS LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" 100.5 SQ.FT. ABOVE GRADE OR THE ADJACENT SURFACE AT THE BUILDING EXTERIOR. O NEW TILE FLOOR: 6 1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON EGRESS NOTE: EXIST. LIVING IN COMPLIANCE WITH NEW YORK STATE BUILDING DUROGK GEMENTBOARD (OR,EQUAL) UPON CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 4.NEW J" FLYWOOD 5U$FL`bOR BENEATH (GLUE 4 56, 4, ROOM 259.2 SQ.FT. EGRESS SHALL BE FOLLOWED: SCREW PERIMETER OF SHEATHING 6" O.G. t 12" O.G. ® INTERIOR. I NET CLEAR OFENIN5........... 5.1 S.F. EXIST. NET CLEAR HEIGHT............... 24" MINIMUM FIRE RATED DOOR: NET CLEAR WIDTH................. 20" MINIMUM O 52X6A I HR. 5ELF-CLO5ING STEEL DR. TYPICAL BATHROOM NOTE: w O 1. WALL BOARD HOT WATER PIPING INSULATION: a.p Z I.I. INSTALL MOISTURE PE515TANT GYPSUM BOARD I MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE U w ALL BATHROOMS INSULATED TO AN R-VALUE OF NOT LESS THAN R-5 FOR THE I Lu 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND FOLLOWING CONDITIONS PER 2020 NY5 EGG R405.4 $ R4053: N TUB SURROUNDS I I m 2. 5HOWER FLOORS 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING w 2.1. NEW TILE FINISH (H.O, TO SELECT) UPON FLUIDS >105°F OR <55°F (R405.4) I Q Lu 2.2. CONCRETE MUD-SET (SLOPE 115" PER FOOT 2. PIPING J" AND LARGER IN NOMINAL DIAMETER < N TOWARD5 DRAIN) UPON 5. PIPING SERVING MORE THAN (1) DWELLING UNIT 2.5. WATER PROOF MEMBRANE TO COVER SHOWER 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE z FLOOR,WRAP DRAIN B ATLEAST IS" UP WALLS U. 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD El w CS 6. PIPING LOCATED UNDER A FLOOR SLAB U Z HIGH EFFICIENCY LAMPS: 7. BURIED PIPING I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J U N NOT LE55 THAN q0% OF THE PERMANENTLY INSTALLED LI&HTIN6 8• SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER OTHER THAN DEMAND RECIRCULATION SYSTEMS. EXIST. N w 2020 NY5 EGG R404.1 FROFOSE� FIRST F) CO FLAN UP `I w 0 f- w 10'-O"- 10'-0" SUMP B'_5" to O H Z uj W w Z Ix a0 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-005" FOR NAILING b STRAPPING DETAILS. x x c0> v z **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** O WINDOW CHART x N - 2'-I o" - EGRESS I I` EXIST. r i;i ch 04 ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT BATHROOM L TAG TYPE MODEL # OPENING TEMP. PROV. PROV. s-r.q sa.Fr. _ o WIDTH REQ'D: 20" PER PER EXIST. MECH. . p --�i �' HEIGHT f'EQ'D:24" Nt :'UNIT �� W.1ilTH I HEIGHT ^ WIDTH �IEIGfT PEN REQ'D:i5.'1 5�. N EXIST. ROOM • = PROJECT: A AWNING AR21 2-O b/8 i -� I/2 2-O I/8 I-�✓ I.ba 3.00 FURN. 226.3 SQ.FT. N =1 " " : " : u W „ EX15T. C E L LA \�5j^\,po_U5LttUN5 _NDH243 �^ 2-6 V8 �� 3 4 Vb 2 7 /9 3 4 V8 5 54 3 �7 Y`!•H• RESIDENCE EXIST. DOOR SCHEDULE 935 LAURELWOOD DRIVE LAUREL, NY 11948 DOOR MATERIAL EX. C MOD. R TAG DESCRIPTION MANUFACTURER p v1 FIRE NOTES TM250M� DRAWING TITLE: WIDTH HEIGHT °o J RATING PROPOSED FLOOR PLANS 3 W� 0 60 MIN. RATED T5.5" GL6. 5ELF-CL05ING FIRST FLOOR 101 J� -tN:TTE7RIOR,SW,!NG.� JELD-WEN r 2'-4" 6'-8" • - - . - - ❑ - - - 7 T --IF u 102 EXTERIO R SLIDER v ANDERSEN 6'-O" v 6'-8" PAGE: v II IrI v�� - - - - - - - - - - - - - - LLJJLLJJILL 105 640" CLO]71EXTERIOR SWING ANDERSEN �E 3'-O" 6'-&1 �i �� FULL-LITE EXIST. UP H. 0 BM m EpIST. N _ EXIST. Ai02m0 :1 104 INTERIOR SWING JELD-WEN 2'-8" 6'-8" 3'O° EORESS NELL IF1 r 20 MIN. s� 105 GARAGE SWING JELD-WEN 2-8 6 8 I • �� RATED �- -� +i WELL L -to GL6. DATE: 8/30/23 6 OF 8 IF_____ HGHT. BASEMENT X EXIST, 106 INTERIOR SWING 3'-2" 6'-VI • Q 2'-'1"xB'-4" EGRESS SILL: SILL: 3'-5" s W LE EXIST. WATER EXIST. WATER METER FILTER {' PROPOSED BASEMENT PLAN ELEVATION NOTE5 ONEW WINDOW Q SEE AL50 PLAN W OTYPICAL 5/4"x5" 'AZEW (OR P'a.). Lu I. PROVIDE AT NEW WINDOW (SIZE AND COLOR TO J MATCH EXI5TINO ) Q N L.f) PROVIDE ND. PR. NALL INPILI_ ® OPENING O W SIDING TO MATCH EXIST. p -p O 4 NEW DRYER VENT: z O SEE NOTE ® PLAN -_- -- - =__ -- -- ----_.^ __-- _ O O N _ CL CTS x N W EX EX EX EX 70 U •- U � Ex F 2 r Wnn 11 � EX EX EX a 3 I---- o • Q 0 102 � r 103 o„M a. � SOUTHEAST ELEVATION (REAR) U) 2 O W 50ALE: 1/4" = P-O" o a Wm an a Q N fY _ U. WO U Z J 1- LL. (XXn w a = O �- cr W 0.. N O F- Q W f� J Z W W w W on Z x O0 SO U U Z N i a � o PROJECT: i CELLA RESIDENCE 935 LAURELWOOD DRIVE LAUREL, NY 11948 DRAWING TITLE: \� PROPOSED EXTERIOR ELEVATIONS 2 PAGE: Allk 0 A 2 --- —---- o A -- — ■- - ----- � N Ex m 3 i t� F.F. DATE: 8/30/23 7 OF 8 NORTHEAST (R I C HT SIDE) 50ALE: 1/4" = P-O" . f ' r,�A a Q 0 w Lu J C6 ('7 w ,N^ Ty J Q L OL •C VJ O Z r /p/er/•� O O nJ z 0 °- •coLr) 2 X N 0 O O +.J p m Z 6 N O d O Q W ..�.J 70 CO) -- 4� � 4-J m + U � EXIST. FRESH AIR VENT v U QD Q THROUGH ROOF Q Q QI I I I I I NOTE: I I v ALL P MBI 6 d AALLP LPLUMBING WORRK (3 FUEL LOASNFORM R� SHALL CONFORM TO LOCAL PLUMBING CODE !L TO LOCAL O j 0 PLUMBING CODE 1 IL FUEL 6A5 L I PROVIDE "ABESGO p I FP200 FR EXPANDING w W p I FOAM" (OR EQUAL) AT Q LEOEND PIPING PENETRATIONS: O Z ALL PENETRATIONS IN tu N I FIRE RATED WALL5 AND HOT WATER I EXPA NG. PROVIDE APOAM' (OR EQUAL) O w i FLOORS/CEILINGS. —� SUPPLY AT ALL PENETRATIONS AT WALLS V1 PRODUCT CONFORMS TO AND FLOOR5/GEILIN6S. w m A5TM E V 4, A5TM E 84, _ _ GOLD WATER 2.PRODUCT CONFORMS TO A5TM E p p AND UL 14'cl ~ SUPPLY D. NEW 614, A5TM E 54, AND UL 14"i 1 Q 2 NEW BATH MOD. KITCHEN K�GHEN LAUNDRY MOD. DEN = Z NEW PROVIDE ABE5G0 FP200 FR O NEW MOD. KITCHEN LAUNDRY EXPANDING FOAM" (OR EQUAL) NEW BATH LAUNDRY w NOTE: � AT ALL PENETRATIONS IN FIRE V Z -- GL ALL PLUMBING WORK RATED WALL5 AND 6A5 FIREPLACE J H __ _ --- —7 -------- v u- cn __ SHALL CONFORM TO p FLOORS/GEILIN6S. PRODUCT IL --f r 2 I LOCAL PLUMBING CODE O p� CONFORMS TO A5TM E 814, ~ 1 ——_—— I 1 I 1 -a I NEW• oa REPL. ASTM E a4, AND UL 14'19 ~ NEW � uj NEW 2"1 2 1 12" i 2" �� Qa K.S. 4a K.S. RANGE o x IL I LAV. 1 I I REPL. NEW GLEAN OUT VERIFY SIZE VENT i- t- 1 2" I j NEW j 3' K.S. K.S. AS REa'D v j I 3 I New w/ MANU. a N 1 W G I I 1 EXIST. F.A.I. TO �1 IU �1 IU X I I U DRYER N ;t 0 J u I REMAIN *I *I j: *I xl REPL. NEw 1 m m REGULATOR C5 1 NEW 1 REPL. n1 Iry SHOWER iv 1 .N m NI 1� NI IN DW WASHER I I p Lu jSHOWER 1_ ; 1 2" I- I_ ' 1 Wjr= / Dl"� �f----= -- I _1 / I'_�. J y / -- . T------- T -------- EXIST.GAS F- 2 _.._..—..—.._.. SUPPLY Z w w G.O. 3 / ✓ i �/ G.O. EXIST. I KI j �1 1 cs O BASEMENT I1 iv Iv N j Iv EST. WATER 1 1 I TO GAS O = Z EXIST. _ BASS T G O 1 BATHROOM I MAIN EXIST. EXIST. I I I— I j �— SUPPLY SYSTEM 1 I U U _ BATHROOM __—+—__ I j j K STREET ri _ MECH. HOUSE 1 1 I. 1 I• EXIST. 1 j WATER MAIN z T 1 I DRAMMAIN. G.O. I I 1 b4 I I d4 I I �� 2" ~~u I I MECH. 1 Lu � ? c� 211 2111 1 211 2"1 Lu ..�1 � N- TO SEPTIC j SYSTEM b p rn2 ry x x EXIST. O FURN. PROJECT: 5HOWER m w I SHOWER I I I CELLA S.P. RESIDENCE i�LUME31 NO RISER - SUPPLY' CAS RISER - SUFFL.1' 935 LAURELWOOD DRIVE i��UM�3 I�C RISER - DRAIN / W�ST� / VENT SCALE: NT5 LAUREL, NY 11948 SCALE: NT5 SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: 9111 _10 in 0 J. DATE: 8/30/23 8 OF 8 SITE PLAN HATCH KEY: PROPOSED BUILDING.ADDITION 4 Q ® r. o PROPOSED ACCESSORY STRUCTURE _•_ UJI PROPOSED 2ND STORY ELECTRICAL _I p INSPECTION REQUIRE D c Lo °' 0 w � f"wr FED AS NlUTtu In. ,. „.-,. r.r+..,..,» mm •wp.'^a...T s!^.eire..•-.^rg'; ..s...�n-'rm..,,..,.mo„m'.n.....+m'..,^3e,.-+v^ ^.v*•.n^+m...,........r.... _. .. n+mm r .m,,.,,.qv . .-p...., a.w.+.- ♦ vY: !.`^*n+m...raw.ne..+w...v.w+r 4,W'^."r.f,. ,M� .,.. w �- - ' O 07) 0 c T'L�.G �L 0y". 1.L p N NOTIFY BUILDING DEPARTMENTAT >, :2x0 U 631765-1802 8AM TO 4PM FOR THE c m (0 ° i ____ : . ;= FOLLOWING INSPECTIONS: O O +J •- N25 25 0� __ _ _ - '>. LO i. FOUNDATION-TWO REQUIRED +'c+ O +�+ --- - - k <:t FOR POURED CONCRETE c O 0 O1 „_ 2 ROUGH FRAMING&PLUMBING M0 (11 ` t $• INSULATION d. 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE -7--� - 'm REQUIREMENTS OF CODES OF NEW �J o I r YORK STATE. NOT RESPONSIBLE FOR -I-, DESIGN OR CONSTRUCTON ERRORSrn COMPLY WITH ALL nn ll • :,�, .:<� m CODES OF W NEW YORK STATE & TOWN COD AS REQUIRED AND CONDITIONS OF _ EX 1ST. SHED ; . B0� o S� " SC' " '-E ��`�iAUSTEES v -7.8' x 12.2 ;,..; .a� .. N.Y. F CUPANCY OR . - Q 1 � LOCATION MAP USE IS UNLAWFUL 5 I SCALE: NTS WITHOUT CERTIFI ATE" 0- E-1 U� OCCUPANCY FADE <E*Nr : ... _ - PROJECT LOCATION &SCOPE ,7�EFORR t � `E FROFOSED INTERIOR REND\/ATI ONS W/ RELOCATED BATHROOM � 001 .00 &'INIS :EEC';uj ROOM, LAUNDfi�Y CLOSET, � MOD <1TCHEN AREA T��y1I� .0 . �ERlrtr SITE PLAN & ZONING DATA " R _,�. , I 0-002 .00 GENERAL NOTES ONLEAdC NTE11 TB FO E lllal `� F O,IF_CT DATA : ENERGY TABLE CERTIFICA,T " OF CC' PA CY SOLDEf ED EX 1ST. O AZE50 STRUCTURAL DESIGN CHARTS IN,W TE SUPPL S ; CAN T c I PROJECT / ZONING DATA 0-'005.00 HOLDOWN, ANCHOR BOLT, EXCEE� 00 1 EA . TAX MAP # 1000-127-7-2 STRAPPING, & NAILING DETAILS I � , EXIST. H07 7U5 Yve LK►li(6 � FASTENING SCHEDULE NINO DISTRICT P,-40 �-QQ�,QQ FRAMING GRAPHICS Ex I ST. SLATE EXIST. VOID. IDECX bdrM► S ? 1 LCT AREA I.O ACRES BEAM CONNECTION PATTERNS L Y , �b Q� e yfl f c ct � ; GcfO - MAIN HOUSE #z-28658; 08/o r/o2 I 1 �" FIREBLOCKING DETAILS II CofO - DECK 8 GAZEBO #Z-17agq; 05/04/Sa A- 101 .00 PROPOSED DEMOLITION PLANS GofO - IN GROUND POOL #38846; 03/03/17 I I Z 4-7.0 W I - O2 .00 PROPOSED FIRST FLOOR PLAN I LOT COVERAGE EX 1S �HL T - T. u ASS - - 2 STi�Y SOUTHOLD TOWN GORE (280-16) L/It I YY`4 I I 9b LOT I I - DWELLING _ ' Ix DESCRIPTION (FOOTPRINT) AREA COVERAGE A-20 •00 PROPOSED EXTERIOR ELEVATIONS w ITOTAL LOT AREA 44,518.7 S.F. o EXISTING MAIN DWELLING 1,7aQ.l S.F. 4.0% PROJECT: I � I EXISTING DECK, GAZEBO 8 HOT EX 1ST. SLATE TUB 712.4 S.F. 1.6% �- Q ,QQ DWV/ WATER SUPPLY RISER WALKWAY EXISTING SHED ci5.2 S.F. 0.2% GAS RISER CELLA TOTAL AREA O ALL STRUCTURES 260 .7 RESIDENCE _ _ - SF - 50 ' FRO' 7 SETE�Ar_,< I MAXIMUM LOT COVERAGE ALLOWED: 20% IMPERVIOUS SURFACES < V' FROM GRADE O EXIST. ASPHALT DRIVEWAY 3283.7 S.F. 1.496 935 LAURELWOOD DRIVE O ILAUREL, NY 11948 r , EXIST. SLATE WALKWAY 726b S.F. 1.6% TOTAL LOT COVERAGE INCLUDING 6617.2 S.F. 14.a% N I STRUCTURES <V' FROM GRADE DRAWING TITLE: � I I U I �` PROJECT LOCATION & SCOPE -a ZONING REGULATIONS MAIN BUILDING SITE PLAN & ZONING DATA -� SOUTHOLD TOWN GODS (280-16) L- - - - - - - - - - - - - - EXIST. PROPOSED COMPLIES PAGE: MIN. FRONT YARD 50.0' 70.0' -10.0' YES L A U R E L D D fR I E MIN. SIDE YARD 15.0' 30.0' 50.0' YES ®® moo MIN. COMBINED 55.0' a8.2' Q8.2' YES ^� SIDE YARDS MIN. REAR YARD 50.0' 156.4' 156.4' YES ' DATE: 8/30/23 J. OF 8 MAX I MUM HE I GHT 55.0' 22.1' 22.1' YES i 51 TE FL)A%N SITE LAYOUT NOTES: I. THIS IS AN ARCHITECT'S SITE PLAN 6 IS SCALE: I" = 20'-O" SUBJECT TO VERIFICATION BY A LICENSED '� D lip; � '' a, SURVEYOR. THE INFORMATION �- -, REPRESENTED ON THIS 51TE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. � �r 2. SURVEY INFORMATION HAS OBTAINED =t I FROM A SURVEY DATED SEPT, 17 2012 AND PREPARED BY: n KENNETH M. HOYGHUK LAND SURVEYING, PLLC ��a PO BOX 153 ��, AOUEBOGUE, N.Y. IIct5l TELEPHONE: (651) 215 1555 CARPENTRY WOOD FRAMING MATERIAL STANDARDS ELECTRICAL: aa aa \ / /� I G NOTES SP G I I GAT I ONS I. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 a BETTER (Fb = 575) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM A55RE Y I AT I O I S (� OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY TO 2017 NATIONAL ELECTRIC GODS NFPA-10 AND 2020 NEW YORK STATE IT IS THE CONTRACTOR'S R-SPON5IBILITY TO KEEP THI5 CON5TRUCTION DOCUMENT BINDER OTHERWISE NOTED. PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING ENERGY CONSERVATION CONSTRUCTION GORE. - Q TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPON5IBILITY TO READ ALL NOTES, JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE W' ABOVE SCRATCH GOAT. MAINTAIN AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 5" MIN. FOUNDATION EXPOSURE. GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE COMPLETION OF WORK, BFE BASE FLOOD ELEVATION INT. INTERIOR W SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT W 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO BLDO. BUIL I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (I) 2"xb" DING K (THIS DOCUMENT I5 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -12: KIPS (1000 LBS) -J GENERAL APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EX15TINO STRUCTURE. GOUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS - GENERALLY,VERIFY OR PROVIDE HARD WIRED APPLICABLE AS A DERIVED WORK). SMOKE DETECTORS w/BATTERY BACK-UP IN: BM BEAM MANU. SPEC'.."5 MANUFACTURER 5 SPECIFICATIONS a N 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 CASE METAL JOI5T5 HANGERS BY "TECO" OR 1. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, A. EACH SLEEPING ROOM B.O. BOTTOM OF MAX. MAXIMUM C 0) ALL DIMENSIONS, CONDITIONS,AND APPLICABLE INFORMATION OF EXISTING EQUAL. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, BOT. BOTTOM MEGH. MECHANICAL O STRUCTURE/SITE SHALL BE FIELD VERIFIED BY 6ENERAL CONTRACTOR. PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B. OUTSIDE OF EACH SEPARATE SLEEPING .. O C0 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING AREA IN THE IMMEDIATE VICINITY OF - O 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. RULES SPECIFIED IN 1.1 THROUGH I.B. THE BEDROOMS (GENERALLY THE HALLWAY) B.O.W. BOTTOM OF WALL MIN. MINIMUM > O AND AUTHORITIES HAVING JURISDICTION. . 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATE! TUBS, I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, C. EVERY LEVEL OF DWELLIN6 G.J. CEILING JOIST NAVD55 NORTH AMERIGAN VERTICAL DATUM OF Ici88 Lo 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED (BA5MENT, FIRST FLOOR, $ SECOND FLOOR, ETC) COL. COLUMN NYC' BG NEW PORK CITY BUILDING GODS cor THE OWNER/BUILDER BY THE 6RADEMARK OF A LUMBER 6RADING OR INSPECTION AOENGY ?. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2 BEARING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE 0 -Y N 5. ANY OMI5SION5 OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE MECHANICAL, FUEL OAS: CONT. C >ONTINUOUS O.G. ON CENTER Ox U SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"xlO" UNLESS OTHERWISE NOTED. 6RADEMARK SHALL INCLUDE AN EA51LY DISTIN&UISHABLE MARK OR F_ C :3 CD WITH THE WORK. INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE I. MECHANICAL AND FUEL OAS SY5T'EM5 SHALL COMPLY w/THE DBL. DOUBLE OGG. OCCUPANCY O O cf. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-a9. NY5 MECHANICAL GORE AND FUEL 6A5 CODE � O '�, Lo 6. NO DEVIATIONS OR CHANOE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. DFE DESIGN FLOOD ELEVATION PBFE 1 PRELIMINARY BASE FLOOD ELEVATION �' N O }' SINEER. 2. ALL MECHANICAL SYSTEMS,APPLIANCES, b EQUIPMENT SHALL BE LISTED, UNLESS APPROVED BY THE ARGHITTECT/EN: 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET - c O O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE THE PROVISIONS OF ANSI/ALTO A I a0.1 STRUCTURAL GLUED LAMINATED LABELED, t INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEG.5 d CODE. DIM. DIMENSION P GONG. POURED CONCRETE ^ ` '1. CONTRACTOR TO VERIFY DIMENSIONS CF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND TIMBERS. -"-"-- W BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS 3. ALL FUEL 6A5 SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDIN65 D.J. FDECK JOISTS PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. WOOD 1-J0I5TS SHALL MEET THE PROVISIONS OF ASTM D5055 SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTIN6UI5HED. EA, EACH PLYWD. PLYWOOD STANDARD SPECIFICATION FOR E5TABLISHIN& AND MONITORING - ELEVATION P.T. cl. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, &ENERALLY, TO BE OF 3/4" THICKNESS AND OF CDX GRADE. 4. SUPPLY B RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD IA THIS COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED ELEV. PRESSURE TREATED 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING GODS AND ANY ADDITIONAL TO AN R-VALUE OF AT LEAST(NY5 EGG R403.3): EQUIPMENT CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE EQUIP. REQ D REQUIRED �J EVALUATION REPORT. APPROVED EQUAL. DUCTS 3 0 8 GREATER,LOCATED IN ATTIC: R-5 EXI5T. EXISTING Rf RISER II. THESE SET OF DRANIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES DUCTS UNDER 3"(P, LOCATED IN AT710: R-6 U AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF DUCTS 3"0 B GREATER,OTHER PORTION OF BUILDING: R-6 EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. A5TM M5456 STANDARD SPECIFICATION FOR EVALUATION OF DUCTS UNDER B"c0, OTHER PORTIONS OF BUILDING: R-4.2 n 1 m 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' GRO55 BRAGIN& AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE F A.I. FRESH AIR INTAKE R.R. ROOF RAFTER ( w GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 5'-O" AND AT EVERY 5'-0". SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. FAR FLOOR AREA RATIO � 5TL. STEEL 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED F.A.V. FRESH AIR VENT S.V. SMART VENT 0-003. WOOD TRUSSES SHALL MEET THE PROVISIONS OF TH15 DOCUMENT,THE - 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6OVERNINC BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF �' FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE RUBBISH, WASTE MATERIALS, TOOLS,ETC., GLEAN 6LA55 AND LEAVE WORK NECESSARY. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWIN55, FF ELEV. 1 FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLA55 U BROOM GLEAN. OR THE MANUFACTURER'S GORE EVALUATION REPORT. 17. PROVIDE ALL NAILING 6 AND STRAPPING ADDRESSED ON PAE5 6-003. F.J. FLOOR JOISTS THK. - THICK 15. THE CONTRACTOR SHALL CARRY WORK:MAN'S COMPENSATION AND GENERAL 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB FOUND. FOUNDATION T.O.W. TOP OF WALL FLOOR SHALL NEVER EXCEED A Ib SPAN. WALLBOARD, ASTM G37 SPECIFICATION FOR GYPSUM LATH, OR ASTM G7a 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR 6YP5UM 5HEATHIN6 BOARD. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD < /r1 THE 5UB-CONTRAGTOR5 FOR A PERIOD 01= AT LEAST ONE YEAR AFTER I9. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL FR. FRAME TYP. TYPICAL V COMPLETION OF PROJECT. AS PER PACE 6-005. MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF _____ n 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED ARCHITEGT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 1.5 STRUCTURAL PANELS: FTC. FOOTING VERT. VERTICAL AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPIN6, OR SOAKING UNTIL THE WOOD 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL OYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, 50REWS, FLA5HIN6, ANCHOR BOLTS, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY H.D. HOLD DOWN w/ WITH ITSELF INCLUDING THE L055 OR USE RE5UL.TING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HDR HEADER WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EVALUATION REPORTS. HNOR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRUSS J015T MC:MILLIAN IAE MIGROLAM ---- PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE C-P LAM 1.5.2. ORIENTED-STRAND BOARD (05B), WAFERBOARD ORIENTED-STRAND HOR. HORIZONTAL P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET OF 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. TRU55 JOIST MC:MILLIAN 2.OE PARALLAM THE PROVISIONS R, U.S. DEPARTMENTD 2 (P52) PERFORM A COMMERCE VOLUNTARY PRODUCT STANDARANCE VOLUNTARY PRODUCT BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEC.'s STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR APPLICABLE CODE EVALUATION REPORTS. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, 5PECIFICATION5, 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODES AND 600D PRAGTIGI=. DEVIATIONS FROM THE DRAWIN65 FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN5 BUILDING CODE, 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY AUTHORIZATION OF THE ARGHITECT/EN6INE:ER. CODE EVALUATION REPORT. REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S CODE I I `(� I �$ I G,161. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTER5 SHALL EVALUATION REPORT. I I `�S U Jam.A I I O I `� `ice F E I `4 E 5 T R A 7 I O N RE 0 U I R 7�E N T NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE ►.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL SHALL MEET THE PROVISIONS OF ANSI/AHA AIa4.I CELLUL0510 -- RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR 20. CONTRACTOR TO REMOVE B RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BorzD HOLES ARE LIMITED CELLULOSIC FIBER IN5ULATIN6 BOARD. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE PROPOSED DESION CODE PRESGRIPTIYE VALUE 4 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURERS HOLE SHALL NOT BE OL05ER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DINS USED IN COMPONENT VALUE G IrATI ON (PER 2020 NYSEGGG) GOMPL I ES SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. OMMERCE VOLUNTARY PRODUCT STANDARD I C OF DEPARTMENT _ MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEP DEP I), THE OF E INS BUILDING GODS, AND ANY ADDITIONAL 22. PROVIDE FIREBLOGKING AS PER NEW 'PORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED REQUIREMENTS SET FORTH IN APPLICABLE GODS EVALUATION MAX.U-VALUE = 0.32 HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE FENESTRATION U-VALUE U-VALUE = 0.25 MAX. AIR LEAKAGE = 0.30 GFM/5F YES 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. AIR LEAKAGE = 0.50 GFM/5F UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GR055-5ECTION. PER R402.4.3 $ TABLE R402.1.4 - CLIMATE ZONE 4 COPYRIGHT PROTECTION ACT OF IggO (A!"1GPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 25. FOR NEW WALLS, A PERFORATED SHEARWALL 5Y5TEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.17. I -- GONTRAGTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, EXTERIOR (2 X6 ) WOOD R-21 BATT INSULATION MIN. R-VALUE = 20 (CAVITY) YES ADAPTED FROM STANDARD FORRAL HIND PROTECTION HURRICANE AN RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-003 $ 6-004. THE FA5TENIN6 SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 16.2.1 SQUARE AND FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 5PEGIFIE5 THE REQ D NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). N CONSTRUCTION;55TD 10-q9 AND 2015 SBG HIGH WIND EDITION WOOD FRAME -- -- - - - ~ CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL 5UPER5EDE THE FASTENING HOT WATER PIPE MIN R-VALUE = 3 w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ R-5 PIPE INSULATION FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS b MANU. 5PEG.'s). A5ME B15.2.1 5QUARE AND HEX BOLTS AND 5GREI^15 (INCH SERIES). INSULATION PER R403.4 B R403.5 YES 2 HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSSMETAL CONNECTORPLATES V 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHALL MEET THE REQUIREMENTS AN51 I NATIONAL INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: COMPLIANCE STATEMENT: BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, E GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN W TH � TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. TH SET FORTH IN THE MANUFACTURER'S GODS EVALUATION REPORTS. COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE U51N6 CHAPTER 4 [RE]. 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS 6 A MIN. 5/4" OF NON-SHRINK GROUT. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/ (2) I/2" It, ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS 8 12" LONG HOOKED BOLTS 0 NEW FOUND. WALLS). FOR ANY GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUGIURAL QUALITY, POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFOROINC (® MIN. 1611 6RADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL p 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TIN6,U.O.N). MEET THE REQUIREMENTS OF THE 6OVERNIN6 BUILDING CODE AND ANY •1- 8�� 301 -7 5HEATHIN6 AND 51DIN6, FRAMING ANCHORS OR GONNEGTOR5 SHALL BE HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CLIMATIC, 4 OEOORAPHIC DE51ON CRITERIA PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ CODE EVALUATION REPORTS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD 5HEARWALL HARDWARE W NOTED VALUES) 4 ANCHOR BOLTS, U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD GROUND SNOW LOAD 25 L55 RAFTERS EXCEPT WHERE COLLAR TIES OF 5. RIDGE STRAPS SHALL BE ATTACHED S OF I xb OR 2 x4O EACH PAIR OF OPPOSING_UMBER IS w/ 6" RISE d w/ (2) s/4"4) 5OLT5 THROUGH CENTER LINE OF VERTICAL LE65 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. SET 6 DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACE &-003. ALLOWABLE C E L LA LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TD EACH PAIR OF 2.2.6. PNEUMATIC, NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH RAFTERS. CLASS WINDOWS AND DOORS SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RESIDENCE 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 1. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATTECORY B MANUFACTURER'S CODE EVALUATION REPORTS. L/150 7. FLOOR TO FLOOR HOLD-DOWNS TO BE: PROVIDED EVERY 48" AND EVERY 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER WNO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B CLEARANCES ARE PROVIDED. 2.2."1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/A5ME B I5.6.1 16" WITHIN 4' OF EXTERIOR CORNERS. WOODSGREWS (INCH SERIES). 5. SILL PLATE TO FOUNDATION CORNERS. SILL PLATE SHALL BE ANCHORED 3. ALL SLIDING CLASS DOORS, SKYLI6HT5, AND ANY CLASS UNIT INSTALLED INTERIOR WALLS a PARTITIONS H/150 WEATHERING SEVERE 935 LAURELWOOD DRIVE WITHIN 15 OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55,TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER UNLESS OTHERWISE NOTED. PLUMBING FLOORS 4 PLASTERED CEILINGS 1-/360 OF " AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) FROST LINE DEPTH 3-O LAUREL NY 11948 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SYSTEMS TO NY5 PLUMBING CODE AND NY5 DEC R.EOULATION5. ALL OTHER STRUCTURAL MEMBERS L/240 J. BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN GONGRET'E/MASONRY MANUFACTURER'S SPECIFICATIONS. TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL 13E LOCATED WITHIN 12" OR CORNERS 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. DRAWING TITLE: AND AT 5PACIN6 NOT EXCEEDING 4' ON CENTER. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE EXTERIOR WALLS WPLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES ENERGY CONSERVATION CONSTRUCTION CODE. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTIONi GENERAL NOTES CODES AND REFERENCE STANDARD: AND AT BASE OF VERTICAL WASTE PIPES. EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 6. PROVIDE FLA5HIN6 PANS UNDER ALL 5LIDIN0 SLABS DOORS, WINDOWS, OR ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/5" PER STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 FOOT. EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL STATE ENERGY CONSERVATION CONSTRUCTION GORE. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: - DISH WASHER.........................................2" 2. REFERENCE 5TANDAR1;) USED FOR ALL WOOD FRAMING, CONNECTIONS OF 5. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 - KITCHEN SINK........................................2" WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. - LAVATORY...............................................2"CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION STRUGTURL DESI ON LOADS PAGE: (AF4PA) AMERIGAN WOOD COUNCIL (AWG). - SHOWER/TUB..........................................2" Q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH - TOILET........................................................3" 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY E THE - LAUNDRY ...............................................5" G-002mOO CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH - FLOOR DRAIN..........................................3" USE LIVE LOA D DEAD LOAD PLUMBING CODE. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DE5I0N PRESSURE, 6. ALL 5Y5TEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS THROUGH ROOF. EXTERIOR BALCONIES 40 psf 15 psf MECHANICAL GORE AND 2020 NEW YORK STATE FUEL 6A5 CODE. REQUIREMENTS. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC -1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 DECKS 40 psf 15 psf GORE, NFPA -10 AND 2020 NEW YORK STATE ENERGY CONSERVATION 10.TEMPERED 6LA55WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE DRAIN GOOKS AS REQ'D. HOSE BIB5 SHALL BE PROVIDED WITH BAGKFLOW DATE: 8 30 23 . PROTECTION. 2 O F 8 CONSTRUCTION CODE. PASSENGER VEHICLE GARAGES 50 psf A5 PER PLAN 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED QYPSUM6YPSUM L LBOARD BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT &LAZED OPENING PROTECTION SHALL MEET THE REQUIREMENT5 OF THE LARGE WITH BACK FLOW PROTECTION. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf 1. MISSILE TEST OF A5TM E19a6 AND A5TM EI556 AS MODIFIED BY 2020 NY5 BG COMPOUND METHOD. SECTION 301.2.1.2.1. 6ARA&E DOOR 6LAZED OPENING PROTECTION SHALL MEET q, THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR HEALTH DEPARTMENT STANDARDS AND REGULATIONS. ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf 2. ALL GYPSUM BOARD SHALL BE 1/2" ON MALLS AND GEILIN6, UNLE55 ANSI/DASMA 115. OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR ROOMS OTHER THAN 5LEEPINO ROOMS 40 psf 15 psf � DEEMED APPLICABLE. 12. A5 AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH TO CONGEALMENT OF PLUMBING. ,-° ) 3. 5/5", ONE HOUR RATED, TYPE 'X' 6YP5UM BOARD ON GEILIN6 AND WALLS A THICKNESS OF NOT LESS THAN " AND A SPAN OF NOT MORE THAN 5' SHALL � 5LEEPIN6 ROOMS 30 psf 15 psf *.•� �d t,:>I• ; :;m BE PERMITTED AS 6LAZINS PROTECTION. PANELS SHALL BE PRECUT AND II. NOTCHING AND BORING OF STUDS,JOISTS, RAFTERS AS PER BUILDING GORE.(WHERE APPLICABLE) AT HEAT PRODUGIN& EQUIPMENT TO EXPEND THREE FEET ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 'l,1 `� IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUGINC pREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS NOR ANY POTENTIAL DAMAGE THEREOF. STAIRS 40 psf 15 psf : '"+ EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. R301.2.1,2. ATTACHMENT HARDWARE SHALL BE PERMANENT GUARDRAILS AND HANDRAILS 200 psf 15 psf CORROSION-RESISTANT AND THE ANCHOR5 SHALL BE PERMANENTLY INSTALLED 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE ON THE BUILDING. t� �- ''�:?= TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS `< TO DRY BETWEEN GOATS. FINAL GOAT TO 'BE SANDED SMOOTf-. ROOF LOADING (LIVE = &ROUND SNOW LOAD) 25 sf 15 psf FOR ATTIC �. Q �1�..� { p' p 15 pef FOR OATH. o � /�� N r�hv 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENIN65. *ALL STRUCTURAL DESIGN CON51MERATIONS ARE IN CONFORMANCE WITH 6. FASTEN GYPSUM BOARD AS PER FASTE141NO SCHEDULE ON PAGE 6-003. A5GE 7-16 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) HOL 17)ONN DETAILS T`I'F I GAL. NAIL I NG/STRAF'F I NO REOU I REMENTS FOR FA5TALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U F L- I F T/ SHEAR/ 4 _ATE R A L_ N I N D RE S I S TA N G E NOTE: TH 1 S SCHEDULE DOES NOT E INGI DE NA I5CHEU a ING FOR FRAMI NC 5TRAP5 SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, � W AND ROUGH OPENING FRAMING REQUIREMENTS) W *BALL STRAPPING TO BE 4"x 20 GAUGE** -- 'SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE 0 FUSE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWC 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) N Q HOLDONN 'A' HOLDONN 'B' DESCRIPTION FASTENER SPEC. FASTENER c p�j OONNEGTION A NA I L_ I NG GRID AND QUANTITY SP,AGING FOR OUNDAT ONIST ROOF $ GE I L I NC FRAM I NC .� >1 O AT RAFTER TO RIDGE �ry ♦, � CONNECTION: 1.DIM's ARE ALL MIN.kb BASED ON USE OF ONLY A Ibd t` N I ENDWALL -"""""~f COMMON NAIL w/o PREBORED HOLES. C LO Z d- ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER 0 r. (5) 2x FULL (3) 2x FULL CORNER STUD "" 41 2, 2.WOOD IS ASSUMED TO BE D,F,#2 d BTR. IN DRY USE .,N HEIGHT STUD,,,, HE16HT STUD CONNECTED TO "'" � " FOR STRAP - 3 8 d* COMMON R.R. 2: SERVICE CORNER STUD NAILS ® EA. END OF STRAP. GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST x U TRANSFER SHEAR 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL CONNECTED TO C Q ' � TRANSFER SHEAR "51MPSON" HDQB �h • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 J015T TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP 0 O m -W r-- FOR ROOF SLOPES UNDER 5:12 WITH • • • HOLES,SET NEW MEMBER. .0 O -N U-) 2-Ibd COMMON HOEDOWN ANCHOR ® NAIL COMMON I ROOF SPANS OF 24' OR GREATER LOCATIONS NOTED NAILS ® b" O.G. 4 • • • • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED NAILS ® 6" O.G. d USE 4 8 d COMMON NAILS ® EA. / • • GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) 4-Ibd COMMON EACH LAP C 0 ON PLANS 10 O.G. IF BLOGKE O" O.G. IF BLOCKED CORNER POST END OF STRAP. TTT • • 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS O P ? (T Q a-- CORNER POST G.J. G.TIES � � O TIGHTLY BOND THE END OF THE NAIL TO A q0° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE GRAPHIC BELOW) THE ABOVE A55UME5 A RAFTER SIMPSON HDQB r SPACING OF I6 O.G. FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY _ _ HOEDOWN ANCHOR ® OF „ SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE BLOCKING TO RAFTER (TOE NAIL) 2 Sd COMMON EACH END LOCATIONS NOTED 3 i FACTOR OF 1. GREASE NAILING BY A OR 4-1. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END a a GONNEGTION BI 52 AT RAFTER TO TOP PLATE TO STUD HALL FRAMING HOEDOWN INSTALLATION OPTIONS: CONNECTION: . -" B2 •~ � TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT FOR NEW P. GONG. FOUD.'s / ° ° ° ; FOR STRAP - 3 8 d'� COMMON NAILS ® EA. -w•�� m HOEDOWN CAST IN PLACE w/?/8"0 THREADED ROD END OF STRAP. W srr SEE WHEN IN TOWN OF 15LIF OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON J015T5 - EA. SIDE W FOR EXIST, P. GONG. OR NEWLY CURSED FOUND.s • • . • -1/5"� THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE 05 GEOMETRY EXCEEDS THAT PERMITTED IN "SIMPSON" --- MAX. NAILING GRID ABOVE UTILIZE x • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. •CONCRETE w/ SIMPSON SET(HIGH STRENGTH EPDXY • • - ADHE5IVE), d FOR T'EMP.'s O°F-40°F USE "SIMPSON" AT j I I 51MP50N #H2A (OR EQUAL) RAFTER TIE •^�,,,_ (HIGH STRENGTH ACRYLIC ADHESIVE) �"••.. HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILING - 3 5 d COMMON NAILS "'"w- FILL TOP 2 COURSES SOLID 3 CAST IN PLACE HOLDONN USE SAME . TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD r , w/-I/8 THREADED ROD REQUIRTS CO NEC ION " ��""""-"-w•_ " : FOR G.J. TO R.R. - 01 16 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND OR RAISED G.J.'s (WHEN "" 2-I6d COMMON 12 PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE d OR BELOW AT G.J. TO G.J. CONNECTION: ENDJoIST, or BLOCKING (FACE-NAIL) HOEDOWN 'G' HOEDOWN t.�' 2 16 d COMMON NAILS FOR G.J. TO G.J. - 5 16 d COMMON NAILS FLOOR FRAMING Q FOR NEW +# EXIST. FOUNDATIONS FOR NEWLY POURED GONNEGTION GI 4 02 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST cn n l FOUNDATION ® ONE STORY ONLY ; 0- (D (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END HE16HT STUD CORNER STUD CONTRANSFERS TO ° BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR A55EMBLY "SIMPSON" HDQB (3) 2x FULL " .r~•'"'","".. � , HOEDOWN ANCHOR 5 NAIL COMMON HEIGHT STUD . G2 ""µ M TO STUD CONNECTION: BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® b" O.G. d ~''""""� ° TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED G I "~" ."~ FOR STRAP - 3 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-Ibd COMMON EACH J015T CORNER P05T ° I ' NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST 2-16d COMMON ° FOR EA. PLATE TO STUD ABOVE 4 OR NAILS ® " O - ° II BELOW - 2 I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST i BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT a • ROOF SHEATHING STRUCTURAL PANELS: SOLIDd INTERIOR ZONE Sd COMMON 6" EDGE / 12" FIELD a "SIMPSON" 5T D14 GONNEGTION DI s D2 5LOO PERIMETER EDGE ZONE s 6d COMMON 6" EDGE /6" FIELD HOEDOWN INSTALLATION of,TIONS: o EA BIAY CABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. UP TO a" RAKE OVERHANG FOR NEW P. GONG. FOI.'ND.,s - ,,.•-••~~"" • HOLDOWN CAST IN PLACE THREADED ROD FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • • AT STUD TO FLOOR ASSEMBLY TO 51 LL GE I L I NG SHEATHING THREADED EDROD (PRE-DRILLED) EMBEDDED 12" INTO PL.ATE(5) CONNECTION: D2 CONCRETE / 1PSOW SET(HIGH STRENGTH EPDXY D 1/2" MIN. _"...... "__. „ GYPSUM WALLBOARD 5d COOLERS "1 EDGE / 10 FIELD ADHESIVE), d FOR: TEMP.'S O°F-40°F USE "SIMPSON" AT CORNER FOR STRAP - 3 8 d* COMMON NAILS c EA. (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR ° • SPECIFIED ON °~- " I ° END OF STRAP (W P RA STRAP UNDER SILL PLJ WALL SHEATHING FOR EXIST. / NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COUIR`3ES SOLID d CAST IN PLACE HOLDONN o ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/7/5"(P THREADED ROD ° a 2 16 d COMMON NAILS ,i STRUCTURAL PANELS Sd COMMON b" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO I GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR _—•_- STRAP w/(B) NA I L- I NG/STRAF'F'I NC (9 I NDOI�I/IDOOR HEADER * ` STANDARD/ALTERNATE 12 EQUAL) ® PLATFORM TO SILL PLATES -~ of NAILS TRAP TO 2 EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE 0 NOTATION: SIMPSON H2.5A) L) A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2018 WFGM, TABLE 5.1,P. 1541) CONNECTION E STRUCTURAL PANELS: B - NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.25S,P. 51) I" or LE55: bd COMMON 6" EDGE / 12" FIELD " - "" / G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 3.23G,P. 25 "•••~~ 6REATER THAN 1": IOd COMMON 6" EDGE 12" FIELD� • ALTERNATE AS PER TABLE: 5.23D,P. 2413) D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING, STUD TO END OF HEADER® EA. SIDE ;"" - • I W D (2016 WFGM,TABLE 51,P. 18a) - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 O.G. AT THE PANEL EDGE. A AT STUD TO FLOOR A55EMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 288) ° FOR EXAMPLE, IF WALL SHEATHING I5 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. IDE e ° a a PLATE(5) CONNECTION SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. 191) ° a °a ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED To MAINTAIN THE LOAD PATH. WHEN WALL 5HEATHIN6 IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER Or- FOR PROJECT: STRAP - 3 b d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. "r r ° END OF STRAP (WRAP STRAP UNDER SILL PL.) g - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDINC •4' ON EACH C E L LA FASTENING SCHEDULE B " r..•r"..w" ° a°dSIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOwmOOR OPENINGS '""`^.,. ""� ° d° ° �" FOR EA. PLATE TO STUD ABOVE OR BELOW - USED. RESIDENCE (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITIOW �_ I6 d COMMON NAILS A j NOTATION 51ONAOE FOR — A B G D E F G TRUSS TY PE PRE ENGINEERED ROUGH WOOD, AND/OR TIMBER GONSTRUGTION OPNG THE FOLLOWING 51GNACE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 935 LAURELWOOD DRIVE 2'-0" 2 I I I I I TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE LAUREL, NY 11948 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC IBOX OR 4'-0" 4 I 2 2 2 2 SF'L_ I G NG O TOP' F'1_AT GABLE ENDNALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE b'-O"* - PROVIDE (2) 2"xlO" HDR (MIN.) U.O.N. 5 I 5 5 5 5 BRACING/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN) TOP PLATE BLOCKING 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, LESS 7 2 5 4 4 4 }- SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLOCK N6 m 1�2"VODG. CONSTRUCTION TYPE DESIGNATION SHALL LEN5TH 4'-o" O.G. TO ACHEIVE RAKE O.H. BE "I" "II", "III "IV", OR "V" TO INDICATE STRAPPING & NAILING DETAILS FOR WIND - EXPOSURES Bso - FOR WIND - EXPOSURES B$G - ALL OTHER CA5E5 ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION 0LA551FI0ATI0N OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE"•''` THE NYS BC. DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) fT 1"fP. STRAP w/(3) PAGE: r II 8d NAILS EA. END DESIGNATION FOR STRUCTURAL 12-0 2-O /2-b 12-O 3-oilOF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRU55 TYPE, I6'-o" 3' ATTIC r E ° TIMBER -O3- I6-o 4-0ANGFJR BOLT SF �GIFIGATIONS GONSTRUGONAS FOLLOWS; G-003mOO 20'-0" 41-01/5'-O" 20'-0" 5'-O" - "F" = FLOOR FRAMING, INCLUDING b- 12" BLOGKIN6 2 BAYS GIRDERS $ BEAMS " " " P - � _ SPECIFICATION 2018 WFGM TABLES 3.2A � 3.28 P. 157 I60 _ ( ) 24'-0" 4'-0"/5'-0" 24'-0" b'-O" BACK® 4 O o.c. - R - ROOF FRAMING CONDICORTION 3q" FOR ALL STRUCTURES: - "FR" = FLOOR 4 ROOF FRAMING DATE: 8/30/23 3 OF 8 5 28'-O" 5'-O"/6'-3" 28'-O" '1'-0" •. • /8"� ANCHOR BOLTS ® 3q" O.G. ' 32'-O" 32'-O" 8'-O" I n SECOND FLOOR ° 36'-0" -1'-O"/8'-a" 3b'-O" Cie-O" d OTE5: I.TABULATED SPLICE LEN6TH5 ASSUME TOP PLATE-TO-TOP PLATE I. MIN. '1 EMBEDMENT INTO CONCRETE 40'-0" 8'-D"/10'-O" 40'-0" III-Oil BLOGKN6 2 B CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE „ LENGTHS,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER TO s" %T-[),A ,,:-,-. • PROVIDE AN EQUIVALENT NUMBER OF NAILS BAYS ti' ' w/ 3" SQUARE WASHERS AND END NUT SETUP; r... ° END BACK ® 4-O O.G. a, ti•} ° u 2.TABULATED SPLICE LEN5THS ASSUME A BUILDING LOCATED 50'-0" IO'-O"/I2'-b" 50'-O" I3'-O" '^ " y IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. d FILL STROKE a ,, CONDITION IN EXPOSURE B TYP. STRAP w/(5) ; TOP TWO COURSES SOLID 8d NAILS EA. iv a.�?: : B.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O 12-O /15-O 60-O I6-O OF EA. STRAP ° 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE '0-O 14-O '10-O 19-O PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN b" >E I2" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): ,_ ( ) a'WALL- 1.125 80'-O" I6'-O" 80'-O" 22'-O" + ; FROM ENDS AND CORNERS TWO ® CORNERS s�tF1'1` (SEE DIAGRAM TO LEFT) IQ'WALL - 1.25 REFLECTIVE REFLECTIVE OF N t. II'WALL- 1515 BLOGKIN6 2 BAYS RED PANTONE WHITE THIS COLUMN w/MULTIPLIER BACK® 4'-O" O.G. #187 12'WALL- 1.5 FOR 10'-0"WALL 4. COORDINATE w/ HOEDOWN LOCATIONS 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMINO ORAPHICS CONTINUOUS BUILT-UF C IRDERS, 5 OR MORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REOV FOR FRAMER TO HAVE A CONNECTION PATTERN SCHEDULE F I REBLOCK I NO FOR PLATFORM NOOD FRAM I NC WORKING KNOWLEDGE OF THE WOOD ROUNDEL LIAR] DETAIL B a OOK ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODS) BE/WEEP IA/6 WHEN 6IRDER5 MADE UP OF JOISTS NAILED c) CONNECTION DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER ui PATTERN R PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES w BLOCKING UNDER LOAD BEARING WALL I. FO THREE OR MORE SUPPORTS, JOINTS ARE TO BE AS FIRE-STOPPING. -J p NON-LOAD BEAF:I NG WALL OFFSET FROM SUPPORT IA l2J Rows 1oa NAILS m 12"O.C. MAX.g2° P LOCATED BETWEEN ONE SIXTH AND ONE QUARTER � THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST N STUD SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. ++ STUDS B (g)ROwS IOd NAILS 12"O.G. Q >� THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE SU$FLOOR (2J IRONS I/2" m BOLTS• 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME GON5TRUGTION: THE SOLE AND DOUBLE C SUBFLOOR G DBL.• ENDS TWO-PIECE SOLE PLATE BUILT UP GIRDER p MpX,g2^ NAILING: R GTION= THE DOUBLE PLATE SERVE AS FIRESTOPPING. w C) r— w 'D (2)Rows I/2" m BOLTS m ib"O.C. i 4. FOP,PLATFORM FRAME GONSTRU — � E (2)ROwS I/2" m BOLTS m 24"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 0 SOLE PLATE I JOIST SERVES AS FIRESTOPPING. — }- SIDE WITH IOd NAILS, TWO NEAR EACH END OF , (V BETWEEN I/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING 0 In Z d- F (2)IRONS 5-515"TRUSSLOCK SCREWS• 12"O.G. t 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. .- e- e— SGREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH _ p w(V G (2)Rows 5-5/8"TRu55LOGK SCREWS• Ib"O.G. P 51ME W/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CON5TRUGTION: THE SOLE X V SCREWED ON(I)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN p 0 H (2)Rows 5-5/w,TR IssLOGK 5-CREWS® 24"O.C. p, BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. 0 m ,�3 N SCREWED ON(1)SIDE MEMBER •— JOIST — THREE_PIEGE -f. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND MAXIMUM OFFSET J (2)ROWS 5"TRUSSLOCK SCREWS® 12"O.G. BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d JOIST DEPTH,d N SCREWED ON BOTH SIDE OF MEMBER 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O - -- ---- NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. Q 0 p •• PI, MATCHED SIZE OF BLOGKIN6 (2)Rows 5'TRU55LOCK SCREWS• I6"O.C. `� r- Q UNDER NON-LOAD BEARING FIRESTOPPIN6 AND K 5GREI-ED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMEDIATE JOINTS, AND M THE 3 ^ ` PARTITIONS 0 52" O.G. BLOCKING STUD (2J ROYLS 5"TRUSSLOGK SCREWS• 24"O.G. BETWEEN I/6 OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. W DOUBLE PLATE L SCREWED ON BOTH SIDE OF MEMBER t 1/4 OF A THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. q. TWO-INCH WOOD BLOGKIN6 OR THE EQUIVALENT SHALL BE ADDED BETWEEN STUDS IN PARTITION ADJACE CEILING BRAG I NG ENT TO p. FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS 5TRINGER TO SERVE AS FIRE5TOPPING. GANTILEVERE:D FLOOR 1 I.BEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'H-EN 6"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR t CONNECTION PATTERN S'WHEN 10"OR LARGER FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH +J STUD 2.WHEN SCRENING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL — OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH ` SOLE PLATE 2"x4" CONTINUOUS GABLE END MASONRY PIER5, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF v SUBFLOOR �S THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING LATERAL BRACE m b O.G. BOLTED TO STEEL COLUMNS.BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE n 1 m - I I I JOIST 2) lod NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED `J,f G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL N A I L I N G 'A TT RN S F O R S D L_O D D B A I�s (i e . FLUSH BEAMS) PLATFORM FRAME CONSTRUCTION SHRINKAGE IBLE L OF THE INTERIOR FINISH. PLASTER CEILING V 4� -LOCATIONS REQUIRUN6 FIRESTOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE l0) 8d AS FIRESTOPPING. • NAILS FIRE- FIRE- WOOD FIRESTOPPING FIRE-STOPPING STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR 51DE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS rm JOIST * 5d COOLER NAILS® 10" O.G. NAILED' BOLTED' 2"x4" BLOCK NAILED TO EA.BRAGS 2 Rows Ibd s Ro701c. 2 Rows15" 2 ROW515" 2 Rows15" VERTICAL BLOCKING FIRE APPLIED w/(4) IOd NAILS COMMON COMBOLTS 24' BOLTS BOLTS U) O 12"O.G.• O 12" O.G.STA66EREl •12'O.O. 06,O.G. , COVERING IS APPLIED TO UNDERSI DE OF o - STUD GYPSUM BOARD 20 ga.STRAP TWO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS Q DOUBLE PLATE * 5d COOLER NAILS m 10"O.G. (10)8d NAIL BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 3 ° LOCATION 4 NOTE- ENDWALL STUD AS NOTED IN NOTES '1 8 8 ° ° ° ° sALTERNATEn 1 J015T SHALL BE LOCATED DIRECTLY *DENOTES ALT.FOR USE OF DRYWALL 5GREW5 NONCOMBUSTIBLE P ORMTOPTP'INN& VJ OVER STUDS, UNLESS TOP PLATE 15 4" O EDGE/12" ® FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES SOLE WOOD PIRESTOPPING of G'RDI DESIGNED TO CARRY THE LOAD SGREwS#6 - 04"TYPE W OR 5 FIRESTOPPING LOCATION 5 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' Tw0 ROWS 24"O.G.STAGGERED TWO ROWS b"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. C O O C O © O O O O OVERLAID ROOF 2'SPACE NOT ir B.STAGGER EACH ROW OF FASTENERS BY 12". O O 0 C O O O O O ATTACHMENT VALLEY 4.FOR A THREE-PIECE MEMBER THE SPECIFIED NAILING IS FROM EACH SIDE. IIII Ills TO Be PILLED I \ x m NONCOMBUSTIBLE FIRESTOPPING APPROX.I INCH THICK S.POUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO PIRESTOPPING } BOTH SIDE OF THE MEMBER. 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED NA AGING.FOR 4^O.C. IL sP LOCATION 7 \ STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAM5: STRAPPING w/ '1.2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12"OR LESS \ \\ 4 5d NAILS LOCATION 8 P1ResroPPlrS LOCATION 9 ®--EA.END® R.R. 45.5 ROWS OF Ibd COMMON NAILS(12'04J FOR DEPTHS OF 14",16't W. LOCATION 10 (FULL WIDTH 2" BLOGKIN z O CONSTRUCTION DATA LS 1�IND LOAD BATH GONNGTION DETA LS TOP PLATE DRILL 2"m INTO ROOF I DECK FOR STRAPPING INSTL. NOT TO 50ALE INTERSECTION DETAIL X15T.OR NEW NEW R.R.SET w/ I R.R. BELOW UPPER TOP PLATE LAPS 4 IDd ,CONTINUOUS LONER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW t EX. R.R. AS 5HOWN KING STUDS PLAN VIEW SIMILAR L NE�DI WOOD JO I S fl WOOD JO I R.R. N GRI PPLE STUD BLOCKING JO 1ST HANOER HEADER GENERAL REQUIREMENTS FOR OENERAL REQUIREMENTS FOR z INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER -0 %. L WOOD OI RDER WOOD JOIST JACK STUDS 0 MAIN MEMBER .1000, I-iO* �• W —'� JOIST FRAM I NO OVER WOOD G 1 RDER JOIST FRAMING FLUSH WITH O I RDER/HEADER TYP I GAL HEADER CONNECTION o I I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMB ,DIAM.x 5 APPROX. 50° w/THE MAIN MEMBER # STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO ks THE LENGTH OF THE NAIL FROM THE MEMBER END, AS SHOWN ABOVE C E L LA THE MEMBER, STRAIGHT THROUc3Fl AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A a0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST ES I D E N C E SIX TIMES THE DIAM, OF THE NAIL RAFTER 3BE O AVOID SPLITTIN5, NO MORE THAN 2 TOE AILS SHALL INSTALLED N EA. SIDE OF RAFTER OR CENILING JOST WALL STUD J WALL STUD � WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLATE J IN EA. SIDE WHEN FASTENED TO A 2 xb TOP PLATE. BATHTUB SUB FLOOR 935 LAURELWOOD DRIVE DOUBLE JOIST DOUBLE JOIST TOP PLATE LAUREL, NY 11948 GHIM. CHASE SECURING ® STD. SIDE WALL WALL STUD DRAWING TITLE: fl FRAMING GRAPHICS BEAM CONNECTION PATTERNS (SN M 0 CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION FIREBLOCKING DETAILS w/57105 TO ATTIC, FLOOR $ BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) d O o � PAGE: TOP PLATE ® o-1 W I NIA RES STANT CONSTRUCT 1 ON CONNECTORS W GHIM. CHASE ALL U CONNECTION LOCATION: PART NUMBER: NOTES: ®® RIDOE-TO-RAFTERS C520 9 21" APPLY TO EACH PAIR OF RAFTERS a z RAFTER-TO-WALL H-T APPLY TO EACH RAFTER ROOF o z DATE: 8/30/23 4 O:F88::] � RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REQ'D BLOCKING -! Ea 0 PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD TO ALIEGA. LEVELL ABPINO VE N THE FIRST FL. ®z Q 2ND. FLOOR WALL-TO-EST. FLOOR WALL LFTA or 0520 ® 56 APPLY TO EACH WALL STUD _ ® HEADER-TO-JACK STUD 0520 ® 12 FLOOR�GLG. O APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 557516 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE IST. FLOOR-UNDER-SILL PLATE C520 (USE WITH 3" SQUARE WASHERS) SIDE VIEW FLAN VIEN USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACIT`I'. OEI ` ERAL 5 I M50L E I : CL Q NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.5. 5TL. W EXISTING TO REMAIN WHEN APPLICABLE) J p NEW WOOD FRAME (L.O. NEW FOUNDATION HALL N w STL. WHEN APPLICABLE) Q ++ Lo NEW I-HR FIRE RATED © MIN. (2) VX4" STRUCTURAL HOOD FRAME (L.O. 5TL. P05T FOR 4" HALLS p = O WHEN APPLICABLE) (MIN. (2) 2'W STRUCTURAL V — -0 . 0 O P05T FOR 6" HALLS), U.O.N. 41 w N }, NEW 2-HR FIRE RATED r HOOD FRAME (L.5. 5TL. T- Z '- WHEN APPLICABLE) .p N o 1 o C) M .r- O . Lo c O . a .. < .- CL :2O DEMOLITION NOTE: EXIST. WOOD �J — PRO\/IPE SHORING AND SUPPORT TO ALL AFFECTED DECK r l STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT 410.0--6 FT. v OF ANY DEMOLITION OR OON57RU07I0N. EXIST. • — DN U � REMOVE ALL o KITCHEN / APPLIANCES d �J J — — — — — — — — — — — — — — — — — — — — — — CABINETS— —sL r-- ------� J I �`� "�jl II I REMOVE PARTS OF ( —_— EXIST. ———— — J - _=/� I BREAKFAST REMOVE W/D I NOOK EXISTING r LAUNDRY ROOM I EXIST. II HEARTH j l I'�_J SQ r-T. /�\\ EXIST. BREAKFAST I L-�--J--- \\ I KITCHEN NOOK F7, ,_ 1 204.4 50.FT. I I Ir � /ILXISTI I I I I I I EXIST. DEN I BATHI --- 25'1."1 SOFT. REMOVE --� 15.4 , BATHROOM / 'cS15.FT. 16 1•1 �I FIXTURES —————————————— ———— s \��-- --------------L REFS -------------------- ---------- T� REMOVE INTERIOR EXIST. DOORS IL a EXIST. DN DN — III EXISTING II WINDOWS TO — — EXIST. ING II E REMOVED. ROOM AND REPLACED 148.5 SQ.FT. III I WITH SHORTER II WINDOWS. III INFILL AS III I REQUIRED. Z EXIST. EXIST. 0 STEP STEP v EXIST. UP UP O EXIST. 0 UP GARAGE 456.4 50PT. Li li.l EXIST. FOYER 0 100.5 SOFT. PROJECT: EXIST. LIVING ROOM 259.2 SOFT. C E L LA EXIST. RESIDENCE '1.4 SQ.FT. 935 LAURELWOOD DRIVE LAUREL, NY 11948 7\\,—"L DRAWING TITLE: El PROPOSED DEMOLITION PLANS L — — — — — — — — — — — — — — — — — — — — — — — — — — EXIST. UP PAGE: A-101000 SCALE: 1/4" = I'—V DATE: 8/30/23 5 OF 8 113 v'Y M�tseKn°. OE DER/ `L S*NrI 150L Q EXISTING TO BE DEMOLISHED � � WOOD FRAME (L.G STL. W ui v EXISTING TO REMAIN }"THEN APPLICABLE) NEW WOOD FRAME (LEG. NEW FOUNDATION WALL J 5TL. WHEN APPLICABLE:) � � Q Lo N 0)NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL V O WOOD FRAME (LEG. 5TL. POST FOR 4 WALLS � � O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL -a . O POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5%. 0 c: Lo z WHEN APPLICABLE) CIL jE N 0 o I 0 O m coo FLOOR PLAN NOTES -+-1 N O -4-+ DOOR NOTE: NEW LAUNDRY ROOM: Q m O C O .. 01 I. INSTALL NEW INTERIOR DOORi WHEN GALLED OUT O4 I. NEW WASH /DRY HOOK UP ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM S DOOR DIM.'s 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT w/SIZE OF EQUIP. ON PLANS BY THERMATRU' (OR EQUAL). 5,PROVIDE HOOK UPS AS REQ'5 PER MANU. 3.NOTE DOES NOT INDICATE EA�:H NEW DOOR PROPOSED;SEE DESIGNATIONS 4 DOOR 5GHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DRYER EXHAUST NOTE: WALLS, U.O.N. PER MANU SPEG.'a� I. DUCT SHALL TERMINATE TO EXTERIOR 5.INSTALL A5 P M 5.PROVIDE ER HDR., U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING OPENINGS EXIST. WOOD NATURAL LIGHT I$ VENTILATION ( , 5.DUCT SIZE AS PER MANU. ELEMENTS AROUND DOORS (TYPE FOR ALL) U.O.N. ppEGK (HABITABLE SPACE) v 4.DUCT SHALL BE EQUIPPED W A BAGKDRAFT DAMPER 41o� F7. O WINDOW NOTE: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 2 FLOOR AREA 443 S.F.I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO Q, CASEMENT, DOUBLE-HUNG,OR GLIDING (A5 NOTED). CONNECT THE DRYER TO THE EXHAUST DUCT 5Y5TEM 1 , INSTALL AS PER MANU. 5PEG.'S. SHALL BE LIMITED TO 51NOLE LENOTH5, NOT TO S.F. REQ. S.F. PROVE T 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; EXCEED 5 FEET AND SHALL BE LISTED AND LABELED SEE DE516NATION5 $ WINDOW SCHEDULE. IN ACCORDANCE WITH UL 2155A. L16HTIN6;MIN. e>% 3.FOR SUBSTITUTIONS, SEE NOTE. #Q IN "CLASS WINDOWS 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D EXIST. OF FLOOR AREA 55.4 S.F. 6I.1 S.F. AND DOORS" ON PAGE 6-00:2. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS DN VENTILATION;MIN. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST I"i.'1 S.F. 40.2 S.F. 455 OF FLOOR AREA ` 5.ALL DOUBLE HUNG WINDOWS TO BE TILT WASH DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL v 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: SCREI"!S 6.1. FOR ALL 5KYLI&HTS E OPERABLE PANELS OF 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 5WIN61N6,SLIDING, d BIFOLD DOORS LOCATION TO THE WALL OR ROOF TERMINATION. THE 6.2. WITHIN IS" OF F.F. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 6.5. WITHIN 24" OF A DOOR FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° 6.4E WITHIN STAIRWAYS d !'JITHIN 36" OF A LANDING BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 6.5. WITHIN TUB/SHOWER ENCLOSURES NOT INCLUDE THE TRANSITION DUCT. 2'-6" 6'-O" 3'-O" II'-0" - - - - 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 A 2 RETRACTABLE INTERIOR 1. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND NEW EXHAUST FAN SHALL BE INSTALLED WHERE 5'-6" 5'-?}�2" SCREEN DOOR BY - WINDOW5 (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM O - ANDERSEN OR EQUAL (2) 2"x10" HEADER U.O.N. 5 VENTILATION 15 NOT MET BY MEANS OF NATURAL - _ - - - - - - _ _ _ _ 8,WINDOW FALL PROTECTION SHALL BE PROVIDED PER CIRCULATION THROUGH WINDOWS OR DOORS TO r OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION in EXIST. HDR. NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 405.5.2.5; INSTALL AS PER MANU. SPECS - -- - - - - - LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN '12" z 2 2'x7" HDR UPPERS DW ABOVE GRADE OR THE ADJASENT SURFACE AT THE NEW TILE FLOOR: O PROPOSED I - - -I - BUILDING EXTERIOR. O - BATHROOM u I. NEW TILE FINISH (H.O. TO SELECT) UPON 101 EGRESS NOTE: 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON ' SHELVING O ' d) .fl OPEN 42.5 SQ. dJ E :p 3.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON ABOVE Q 6 RECESSED ry• `� ' IN COMPLIANCE WITH NEW YORK STATE BUILDING MED. 3.5" STEEL COL.; GORE, SECTION R310.2.1;THE FOLLOWIN6 MEANS OF 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE dSCREW); - PROVIDE 5.5" CO[ SCREW PERIMETER OF 5HEATHIN6 6" O. . . . ® • .G S ►2" O.C. 5 ® CAB. - N EGRESS SHALL BE FOLLOWED: i BELOW A BASEMENT xx INTERIOR. 3'-0" `t LEVEL WITH 180xI5"xl2"D-1 UJ NET CLEAR OFENINO........... 5.1 S.F. OPEN GONG. PAD FTC. NET CLEAR WI SHELVIN6 n: u T CLEAR G T.............. p MOD. DEN ABOVE 6 I DTH................. 20 MINIMUM tt HEAMOD.RTH Isr.o SOFT. - GAB. TYPICAL BATHROOM NOTE: I O ILI I. WALL BOARD Q � 3.5" STEEL I.I. INSTALL MOISTURE RE515TANT GYPSUM BOARD IN m PROP. LNDY GL. ALL BATHROOMS 50.4 50.FT. Q COL. 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 6 (2) I.-1 .25\PLUSH TUB SURROUNDS 3" 5'-'1" 3" DBL. POSTE REF W8X40 6 FLUSH STEEL BEAM � � 2. 5HOWER FLOORS = 4 m END O r 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON r T - 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT :t m TOARDS DRAIN) UPON u W R 2.5. WATER PROOF MEMBRANE TO COVER SHOWER EXIST. W v r FLOOR, WRAP DRAIN 4 ATLEAST 18" UP WALLS EXIST. pN DN O O N iy - O O w - � B MODIFIED13 _ w KITCHEN 2 445.77 SOFT. d WALL 4'-2" IN-FILL ® COFFEE BAR z UPPERS g ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL A5 PER MANU. SPEC.'s. SEE PAGE "0-005" FOR NAILING $ STRAPPING DETAILS. EXIST. EXIST. v **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** STEP WALL STEP WALL EXIST. UP IN-FILL UP IN-FILL WINDOW CHART - O EXIST. O UP _ GARAGE EGRESS 456.4 SO.PT. ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT d) a TAG TYPE MODEL # OPENING PROV. PROV. I EXIST. FOYER WIDTH REQ'D: 20" AMP' PER PER 100.5 5017. _ OPEN n0t>: 5.1 S.F. uNlr UNIT _ PROJECT: WIDTH HEIGHT WIDTH HEIGHT A OCTAGON 0050 3'-0 1/2" i 3'-0 V2" 3'-O" 3'-O" © 5.63 O i i n i u _ EXIST. LIVING ROOM CELLA E::K:] DOUBLE HUNG [ WDH2452 -b V8" 3-4 VSn 3-4 VS 5.54 5.1-7 I 25q.2 SQ.FT. 2 RESIDENCE EXIST, i •7.4 SOPT. DOOR 5GHEDULE 935 LAURELWOOD DRIVE LAUREL, NY 11948 DOOR MATERIAL TAG DESCRIPTION MANUFACTURER Ll Q FIRE N ii RATING NOTES DRAWING TITLE: WIDTH HEIGHT p ~ 45 MIN. RATED PROPOSED FIRST FLOOR PLAN y SELF-GLOSIN6 I a ❑ ❑ ❑ I FIRST FLOOR L 101 SINGLE - JELD-WEN 2'-4" 6'-8" { • �� EXIST. � UP PAGE: FROFOSED FIRST FLOOR PLAN A-102m00 DATE: 8/30/23 6 OF 8 a. rz O✓ry �`N�Y CL ELEVATION NOTES Q Ld ONEW WINDOW I 5EE AL50 PLAN w J p O TYFICAL 5/4"x5" 'AZEK' (OR EG2. :I. PROVIDE AT NEW WINDOW (SIZE AND COLOR TO Q Lo MATCH EXISTING) C (y) � 0�/� w OPROVIDE WD. FR. WALL INF11.L ® OPENING (o W SIDING TO MATCH EXIST. 'p O Of I 4 NEW DRYER VENT: OL C Lo Z d- O 5EE NOTE ® PLAN =_—=-= -—- - — — — - -- _ — — — --- ---- - m . —-— -- — --- — — --- -- - -c O , +� Ln O _. Q � � m0 U � m ---------- o ° oo x Q Li 2 N = m O Nam. Q 4 SOUTHEAST ELEVATION (REAR) I SCALE: 1/4" = P-O" z w O U i Lil PROJECT: CELLA RESIDENCE 935 LAURELWOOD DRIVE LAUREL, NY 11948 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS PAGE: ---- ------ Ex _ ® ■ 0 0 EX F.F. DATE: 8/30/23 7 OF 8 NORTHEAST (RI OHT SIDE) SCALE: I/4" = I'-O" �,�' ��°•-� o , a d. Q 0 J p M Qw �N • +, �V JV 1..6. ^ 0 O . � • O 0 c_ LoZd- CL •p N > o I m O Lo O nnQl � CL :20 W 4-J , — U � U m - U � Q • - EXIST. FRE5H AIR VENT k k U THROUGH ROOF Q Q 4 I I I I I I I I ALLL PLUMBING WORK ALL PLUMBING d A FUEL 6A5 WORK 0 i SHALL CONFORM TO SHALL CONFORM TO LOCA I O LOCAL PLUMBIN6 CODE PLUMB N6 LGODE f L FUEL 6A5 u� I PROVIDE "ABE500 I FF200 FR EXPANDING � w FOAM" (OR EQUAL) AT S EOEND N PIPING PENETRATIONS: N I FIRE PRATED WALL5 AND N ____ HOT WATER 0 ALL INI EXPAND NG PROVIDE POAM" (OR EQUAL) FLOORS/GEILIN65. —� SUPPLY AT ALL PENETRATIONS AT WALL5 PRODUCT CONFORMS TO AND FLOORS/GEILIN65. A5TM E 614, A5TM E 84, _ _ GOLD WATER 2.PRODUCT CONFORMS TO ASTM E G.O. i AND UL 14'Ia ~ SUPPLY NEW 614, ASTM E 84, AND UL 14-IQ NEW BATH MOD. KITCHEN NEW MOP. LAUNDRY MOD. DEN l� PROVIDE ABE5G0 FF200 FR GL. MOD. KITCHEN LAUNDRY EXPANDING FOAM" (OR EGiUAL) NEW BATH LAUNDRY NOTE: OL. AT ALL PENETRATIONS IN FIRE a GL• _ ':: _ ALL PLUMBIN6 WORK v RATED WALL5 ANDO 6A5 FIREPLACE —— —— — ———— SHALL CONFORM TO p FLOORS/GEI L IN6S. PRODUCT w r-——————— 2 I LOCAL PLUMBIN6 CODE 0 I NEW REPL CONFORMS TO A5TM E 8I4, IL I I I I J ASTM E 84, AND UL 14"i9 Ul NEW O i NEW 2°I 2 I I2" �2" i Q4 K.S. i 44 K.S. �p R� RAN6E VERIFY SIZE VENT LAV. I I I REPL. NEW GLEAN OUT 4 I I 3' I I I I I I �' �- 12" I NEW I 1 K.S. I K.S. A5 REG2'D I 1 I I I I I New w/MANU. EXIST. F.A.I. TO =j !3 *I �v WG• *I IUI IU I I U �} DRYER N u 1 NEW REMAIN I �U I �= REGULATOR I N SHOWER NI :� (VI IQ NI I� DW WASHER �I i� ISHOWER I- I 2" New I_ REFL. I_ �I I�� I I I wneHER D W — —— — ——I—'Z ___ I—————— to ----- ----- r-------- EXIST.6A5 Z �.—.—.._.—._.._..r— _. —I._ _. 1.. _.._I._.._.._.._.._.._. SUPPLY w CONECT TO G.O. EXIST,WATER I I I O SUPPLY SYSTEM I I I MAIN AS V TO 5TRE ET EXIST. HOUSE I WATER MAIN ~ �u MAIN DRAIN G.O. I r z TO SEPTIC SYSTEM <m o Q[Q N W EXIST. FURN. X PROJECT: w CELLA RESIDENCE FLUME3 I NC R I .�ER 17�fizA I N / NASTE / VENT FLUME3 1 N R 15F-R - SUPPLY CAS RISE -' - SUFFLY 935 LAURELWOOD DRIVE SCALE: NT5 SCALE: NTS SCALE: NT5 LAUREL, NY 11948 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: 101800 DATE: 8/30/23 8 0 F 8 r �>