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Home My WebLink About46447-Z o`OS�fF01� CpGr. Town of Southold 6/22/2022 0 P.O.Box 1179 W m.� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43175 Date: 6/22/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 945 Royalton Row,Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-7-19.35 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/8/2021 pursuant to which Building Permit No. 46447 dated 6/18/2021 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: single-family dwelling with unfinished basement,front covered porch,two rear covered porches and attached garage as applied for. The certificate is issued to Marratime Cap LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0174 5/23/2022 ELECTRICAL CERTIFICATE NO. 46447 5/18/2022 PLUMBERS CERTIFICATION DATED 1/26/2022 icha d . Cannar a t ori d ignature TOWN OF SOUTHOLD ��gtlff0lp�oGy BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . oma . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46447 Date: 6/18/2021 Permission is hereby granted to: Marratime Cap LLC 71 15th Ave Sea Cliff, NY 11579 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 945 Royalton Row, Mattituck SCTM #473889 Sec/Block/Lot# 113.-7-19.35 Pursuant to application dated 6/8/2021 and approved by the Building Inspector. To expire on 12/18/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,887.20 CO-NEW DWELLING $50.00 Total: $2,937.20 Building ctor OF SO!/T�Q� � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G �Q sean.deviina-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Marratime Cap LLC Address: 945 Royalto Row city:Mattituck st: NY zip: 11952 Building Permit#: 46447 Section: 113 Block: 7 Lot: 19.35 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Fntractor:77 DBA: 390 Operating Corp License No: 35594ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 98 Ceiling Fixtures I I Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 12 Wall Fixtures 25 Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures $7 Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 5 Transfer Switch 200A UC Lights $' Dryer Recpt GaS Emergency FixtureTime Clocks Disconnect 3 Switches 65 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, Hood, DW, Micro, Floor Heat-3, Septic Disco, W/D Notes: Two Story, Sheetrocked Basement Inspector Signature: Date: May 18, 2022 S.Devlin-Cert Electrical Compliance Form r %3 Town Hall Annex i Telephone(631)765-1802 Fax(63 i)765-9502 54375 Win Road P.O.Box 1179 Southold,riY 11971-0959 '• < BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No, l Owners (Please P ) Plumberm (Please print) I certify that the solder used in the water supply system contains less tliaun 2110 of 1% leads !� I (' (Plum ers ignature) Sworn to before me this 2 day of TcG Vi . 20 Notary Public, /V(J4 f C-An County /v�,k� kuv,/ e`1 /V o. (C1 Vin M i �r C(/- E�P ,�eS Oec• 16, )�6S)--- of SOUly�6 4,W47 TOWN OF SOUTHOLD BUILDING DEPT. ��`�cou►m ''� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] --ROUGH PL13G. [ ]. 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 REMARKS: Lave u-0-4j-- DATE LI ;517, z, INSPECTOR UF SOUTh�! _D 46qq7 o # # br TOWN OF SOUTHOLD B ILDING DEPT. °yi'oum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) NA ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE ' 2 INSPECTOR i SOGl�Olo # # TOWN OF SOUTHOLD BUILDING DEPT. °yip 765-1802 courm, -INSPECTION [ ] FOUNDATION IST [ ]- ROUGH PLBG. - ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL W [ ]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -V S n�fv� P6 -vi 0-10 go t?L"AFA �&,/ I w tA✓ S �5s t ov C- DATE ZZ' INSPECTOR 0-w 0 V INSTALLATION INSTRUCTIONS EMPIRE 1111111��W_ AND OWNER'S MANUAL SINCE- 1932 DELUXE VENT-FREE UNIVERSAL FIREBOX UNIVERSAL FIREBOXES FOR ALL VENT-FREE 08-FIRED LOG SETS MODELS: VFD32FBOF-4 VFD36FBOF-4 VFD42FBOF-4 VFD32FBOL-4 VFD36FBOL-4 VFD42FBOL-4 LISTED VFD32FB2AF-4 VFD36FB2AF-4 VFD42FB2AF-4 VFD32FI32AL-4 VFD36FI32AL.4 VFD42FB2AL-4 ANSI 221.91 Ii Ventless Fireplace VFD32FB2MF-6 VFD36FB2MF-6 VFD42FB2MF-6 JEnclosures VFD32FB2ML-6 VFD36FI32ML-6 VFD42FB2ML-6 _ for Gas Fired VFD36F63MF-6 Decorative Type .. Unvented Room Heaters A WARNING Improper installation, adjustment, alteration, INSTALLER: service or maintenance can cause injury or Leave this manual with the appliance. property damage. Refer to this manual. For CONSUMER: assistance or additional information,consult Retain this manual for future reference. a qualified installer, service agency or the gas supplier. FOR USE ONLY WITH A LISTED GAS-FIRED UNVENTED A WARNING DECORATIVE ROOM HEATER NOT TO EXCEED 40,000 BTU/H. FIRE OR EXPLOSION HAZARD Do not build a wood fire. Failure to follow safety warnings exactly Carefully review the instructions supplied with the decorative type unvented room heater for the minimum fireplace size requirement. could result in serious injury, death or Do not Install A VENT-FREE LOG SET in this firebox, unless this property damage. firebox meets the minimum dimensions required for the installation. — Do not store or use gasoline or other This appliance maybe Installed Inanaftermarket,permanently located, flammable vapors and liquids in the manufactured home(USA only)or mobile home,where not prohibited by local codes.This appliance is only for use with the type of gas vicinity of this or any other appliance. indicated on the rating plate.This appliance is not convertible for use — WHAT TO DO IF YOU SMELL GAS with other gases,unless a certified kit Is used. • Do not try to light any appliance. Do not attempt to modify or alter the construction of the firebox or its • Do not touch any electrical switch; components.Any modification or alteration of construction may void the warranty of this firebox. Children and adults should be alerted do not use any phone in your building. to the hazards of high surface temperature and should stay away to • Leave the building immediately. avoid burns or clothing ignition.Young children should be carefully Immediately call your gas supplier supervised when they are in the same room as the firebox. • from a neighbor's phone. Follow NATIONAL We suggest that our gas IREPLACE the gas supplier's instructions. FNS-17ITUTE' hearth products be installed If you cannot reach your gas and serviced by profes- supplier, call the fire department. sionals who are certified in — Installation and service must be the U.S. by the National performed by a qualified installer, Fireplace InstituteO(NF0 as service agency or the gas supplier. CERTIFIED NFI Gas Specialists. www.nflcertified.org Page 1 r FIREBOX INSTALLATION INSTRUC TIONS, Any vent-free Gas Log Heater must be"For use with approved ANSI At this point,you should have decided what components to include 221.11.2 unvented room heater." in your installation, and lnrhere the firebox is to be located. If this Follow and complete the installation instructions of the gas log set has not been done, stop and consult your dealer for assistance and the requirements of this firebox. with this planning. 1 Check all fittings for leaks before lighting the gas log set. Planning Your Installation In planning the installation for the firebox,it is necessary to determine Please note that the optional VFA2 Fresh Air kit available for use where the unit is to be installed and whether optional accessories with the Vent Free Firebox must be installed at the time of the initial installation.Refer to pages 10, 11 and 12 for detailed instructions are desired.Gas supply piping should also be planned at this time. for the air kit. j A Gas Shut Off Must Be In This Line. Accessory kits such as tlje FBB5 Blower kit,Trim kits,Mantels,Full The firebox can be mounted on any of these surfaces: Cabinet Mantels, plus other Decorative Frame, Hood, and Door 1. A flat hard combustible or non-combustible surface. accessory kits may be installed after the firebox is secured to the 2. A raised platform of combustible or non-combustible material. framed opening. If 3. Recessed into the floor as illustrated by Figure 4(flush face), Refer to the instructions provided with each of the optional accessory and Figure 5(louvered models). kits for proper installatio and operation. 4. Supported under all four comers of the firebox so that contact Firebox Framing is made on all four perimeter edges on the bottom of the unit Firebox framing can be built before Drafter the firebox is set in place. (Example:Four concrete masonry blocks). Framing should be posi{ioned to accommodate wall covering and If the firebox is installed directly on carpeting,file or other combustible firebox facing material.The firebox framing should be constructed material other than wood flooring, t should be installed on a metal of 2 x 4 lumber or heaver.The framing headers must be at least I or wood panel extending the full width and depth of the unit. 3/4 inch above the fireplace. Refer to Figures 6 and 7 for firebox framing dimensions. o • FLUSH FIREBOXl i I MODELS I LOWERED FIREBOX I I MODELS I. I i MINIMUM OF 16' NON-COMBUSTIBLE FINISHING MATERIAL TO FIREBOX OPENING REQUIRED. T10 1 ' . . COMBUSTIBLE MATERIALS ALLOWED COMBUSTIBLE hV1TERIALSALLOWED Figure 4 Figure 5 Deluxe Vent-Free Firebox Framing Dimensions(in inches) I _ Model Framing Framing Framing Height Width iDepth VFD32FB 333/4 351/2 161/4 VFD36FB 353/4 401/2 183/4 A VFD42FB 353/4 441/2 183/4 Attention:Add 3-3/4 inches to"A"Dimension when using flush _ mantel base. L'_B_ C Figure 6 Page 6 39000-2-0820 RCHfTECiURE qVqq � Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 9511 St,C9,Brooklyn,NY 11209 LL0 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 May 5, 2022 RE: Royalton Row-Lot 6 945 Royalton Row Mattituck NY 11952 To Whom It May Concern, Based on my inspection at 945 Royalton Row,the 15L and 2nd floor foundation,framing and strapping, insulation and rough plumbing were all installed per NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP ARC Ail c� 1 . I G1 a R. r e OF 1"I Verrv�f-9 %44-7 - 4q!'50 10 jea4/� g Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 945 Royalton Road,Mattituek NY 11952 Test Date 5/23/2022 Building Permit#: 46447 rr r nn Compliance Pathway Performance Test Completed by: Christopher SIM ® E !N I� i( rj RESNET Rater ID# 4150294 Home Energy Solu i NATE ID# 187 East Main Str JUN 16 2022 ICC ID# Huntington,NY-11743 `" BPI# BUILiilrov ULPl; 631-673-0664 TOWN OFSotinIOLD Building Envelope Tightness Volume Calculation : Check iP Floor Area Volume ❑Conditioned Basement Basement ❑ Conditioned Crawl space 1st 1981 18027 R Seaied Attic 2nd 2123 22976 *The conditioned floor area of dwelling is calculated in 3`d acc nce ith ANSI 2765,except that conditioned floor Attic 10202 rea includes reas where the ceiling height is less than 5 Total Volume 51205 ' CFM @50 pa 2467 Air change45 pa 2.89 Code Compliance: Pass Duct Tightness: Post Constr etion - otal t eakage System-1: 1st Floor Duct Location Basement Floor Area Leakage CFM @ 25pa 78.4 CFM/100 fe CFA 3.96 Code Compliance: Pass System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/l00 fe CFA NIA Code Compliance: Exempt System-3: Duct Location Floor Area� � Leakage CFM @ 25pa CFM/100 ft'CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the-2018;EC�as ed by 2020 Ne�k State Supplement,Section 4033.4. .40 Signature: Date: 5/23/2022 Christopher Silvia,Home Energy Solutions FIELD.INSPECTION REPORT I DATE ' l COMMENTS FOUNDATION(1ST) ------------------------------------ .FOUNDATION(2ND) 0 6k s . ROUGH FRAMING& t� PLUMBING y r � t1� r INSULATION PER N.Y. STATE ENERGY CODE ✓l�,/ FINAL avAsl 4 n • bl— r4dl/ 6 v ADDITIONAL COMMENTS A d c,-% a 5 •o ) f 10715 v► D -a afo-a-ge o �t / �- - v — z ov D tC - � �l ►ted H ��gUFFO�i�AN TOWN OF SOUTHOLD—BUILDING DEPARTMENT A Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ©y • o�� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.izov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only i PERMIT NO. Building Inspector: JUN 8 2021 Applications and forms must be filled out in their entirety. Incomplete ;:- T ,,, m applications will not be accepted. Where the Applicant is trot the owner,an r Owner's Authorization form(Page 2)shall be completed. Date:6/8/21 OWNER(S) OF PROPERTY: Name:Constantino Marra SCTM #1000-113-07-19.35 Project Address:945 Royalton Row Mattituck, NY 11952 (Lot 6) Phone#:646-343-7400 1 Email:marrconllc@gmail.com Mailing Address: 71 15th Avenue, Sea Cliff, NY 11579 CONTACT PERSON: Name:AMP Architecture (Jess Magee) Mailing Address:'f 075 Franklinville Rd., Laurel, NY 11948 Phone#:516-214-0160 T-mail:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address: 1075 FRanklinville Rd., Laurel, NY 11948 Phone#:516-214-0160 Email: aportiIIo@amparchitect.com CONTRACTOR INFORMATION: Name:Marra Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION IgNewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑other $ Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? ®Yes ONO 1 PROPERTY INFORMATION Existing use of property: Vacant Lot 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 A-C this property? ❑Yes ®No IF YES,PROVIDE A COPY. IN Check Box After Reading: The owner/contracfdr/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Departmenffor the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable lavas,ordinances;building code, housing code and regulations and to admit authorized'inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal,Law. Application Submitted By(print arae): 1 (�( I BAuthorized Agent ❑Owner �'��SS Signature of Applicant: _ Date: O /o I STATE OF NEW YORK) SS: COUNTY OF J�yV4 I TI l� V CsJS being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above nam d, (S)he is the �M+ —j (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file ther with. BARBARA H. TANDY Sworn before me this Notary Public,State Of New Yor No. O1 TA6086001 Qualified In Suffolk County day of �w 20 D-( rr,mmig!on ExpiF a 04'g IPA 6"-a Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) .I, 1617Ami-M- Lrnf - residing at /5 ' /Qvay/V-— _�Ga- AtitJ yorl( 115,-7qdo hereby authorize 41 P 1!/Ch/_�Q6h,4_L to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature —T Date t` arro_Anse 6'9-Pjthil Print Owner's Name 2 ,1�guFFOL/ BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802 March I C$ 2022 Temporary Certificate # 12061 Date Customer Name I l i a� -' Electrician NameSGIUCorp Addressvl RoPhone 3 e-mail Q e-mail 3 04 Phon 3 5J iLicense# Size_'!aaj()CL_A Phase Overhead Underground _ #of Meters Remarks #of Underground Laterals 1 2 New X "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verificatio �vari Authorized by i U I - icaInspector B ILD NG DEPARTMENT Electr'' I' TOWN OF SOUTHOLD Hall Annex - 54375.Main Road - PO Box 1179 'Southold, New York 11971-0959 . ' •• ANO,``•:_ ®'•^ �, ,. p�p'C. V'%1DN% ?o 0j"b1-D Telephone 631 765-1802 - FAX 631 765-9502 E of s - torogerr cr southoldtownny.gov seand a(_.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/14/21 Company Name:.390 Operating.Corp ; Name:.Marratime Cap LLC License.No.:' 35594-VL er;�ail 390operatirigco@ontoriline:net, Phone No: 6315890535 ❑✓ l request an"emaiLcopy of Certificate of Compliance Address.: LOT#6 - 945 Royalton Row, Mattituck JOB SITE INFORMATION (All Information Required) . Name: Martatime Cap LLC T Address:.LOT#6 -,945 Royalton Row, Mattituck " Cross-Street :Phon:e.Nq:--631-5890535. . . ,... . Bldg Permif#: 4.6447 email: 390operatingco@optohMd.fe .Tax Map:District: 1000 Section: Block: ":,Lot:* BRIEF DESCRIPTION OF.WORK (Please Print Clearly) n ,n, n Check All.That Apply: Is job ready for inspection?: []YES. [E]NO. ❑Rough In . ❑Final... Do you need a Temp Certificate?: [✓,YES ❑NO Issued On 7/14/21 Temp,Information: (All information required) Service Size ❑✓ 1 Ph- ❑3 Ph Size: 200 A # Meters Old Meter# ❑✓ New Service.• " El Service Reconnect ❑ Underground ❑Overhead #Underground.Laterals+ ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? : ❑Y ❑N Additional,lnformatidhi PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx PERMIT I Switches - . Outlets c 1 � G FI's Surface, Sconces H H's UC Lts :'. Fans Fr edge :,. HW , . . .. .._ . Exhaust '�"h '1 Oven S sDW :Generator: Gombo:::: op _. _.. ._. . :. .._... .. .. ._ :. �Co�olttT " r..ansf , er ' ;4H qCl Hood Seniice Speci�.l: 3-&6- ...-. �. ,'. .:. mps Have' Comments: F- ,i• r' f . .ave......... .. .- ...-:_ .. -.. .... .f Town Hall Annex ' y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 vo- r Southold, NY 11971-0959 BUILDING DEPARTMENT ' 3 f NOTICE OF UTILIZATION OF TRUSS.TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION ' Date: June 8, 2021 Owner: Constantino Marra Location of Property: 945 Royalton Row Mattituck, NY 11952 (Lot 6) i Please take notice that the (check applicable line): V New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure A to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) V Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) V Floor and r of framing (FR) Signature: Name (person submitt g this form): AMP Architect , Jessica Magee Capacity(check applicable line): Owner V Owner representative TrussReg15.docx Effective 1/1/2015 Kyr i -s' 4(94q-? - q45 pb�ylif_A N40 qatwa-41, 146�� 1 ENERAL RELTIIREMENTS _ ..The ll hIld I Ltqwaste L111111 --t t, ELEVATION5 REFERENCE NAVO 1`7155 vj I.THIS AN ARCHITECTS SATE PLAN 6 15 aug S-tlolk calmly cock Graptcr 563.Article VII(Scptm Irra:svy -7 ALL OF THE FOLLOWING LOTS WITHIN Ira, SUBYT TO VERIFICATION BY A LICENSED SUFFOLK COLN�TAX LOT NO. 1000-115-0-1-35 KA -0-TION EEE OF PROPERTY UTILIZE FLIELIC THE I Ing" PPTER NTEV ON THIS SrE PLAN 15 TO THE _P- -1-1 1 T11t If PI-6 zCNE AC, OR SHALL UTILIZE PUBLIC AA-ER ONCE ARCHITECT'S BEST OF KNOWLEDGE. 1-1 VA It ll DEVELOPED. AREA C 96 LOT 2.SURVEY INFORMATION KA5 '_-y COVERAGE :coo-:13_7_�q 55(CURRENTLY VACANT) FROM A�Y�A�5EF completed corovuetlon on•aa Lviie- racks)or poo grovel, TOTAL LOT AREA 32,496.0 S.F. 0 54(CURRENTLY VACANT) 00- q� PETER A.ORCEEN 5.IIA-5 11 coact.A 1. oco-113-7-III 56,(r RZE\TLY VACANT) pwea res enIII% - sUB-I A6-el HOUSE W GARAGE :2,551.0 S.F. N.Y.N STATE LAND 91 11,0015"Iq�57(CURRENITLI 11AIANT) LIC.-O5Oa6� eepartment pT-W _11AC`NSt I O.A LAW,SL INS INC. -K A,t1II.Iq If the--k t. AS-BUILT FAT105/PCRCH 612.0 5F. 1'.% oca (CURRENTLY VACANT) P 0,BOX 104 , �® ®®®�`\ ®® 1, RIDGE,W 11-61 �III If 1A 1-1 -.1-TI.., AREA OF ALL BTIRLCTILRES s*5 o S.F. (651)841-4150 4 All IIA Ol I�qllt. Ir�.l Illtl, I.,_lase tom ,I root-_11-1_1 cI, TOTAL IP At Iall MAXIHLM COVERAGE ALLOWED 1 20% - I. rLoOD HAP DATA rRom rz.Y.A.- w expected to moNtaln an operation ab mdlMdnance still mI—20-h d-- t ens'd "'t-P, ,coven--P1-1 I f-I-..I --- 5.NPmn an t/A CP-1IqlHI1 I vent enc-11 P,-d to h, t. III In I-1-- MAP DATE:e .25,20� t,resbenca being xrvetl,vent PPI I—-I ' ==tItI FLOOD ZONE. -It 1-1.9 PROTECTION/SILTAERIAL PHOTO tl 2.51TEPROTECTION/SILTFl TO BE AS-BUILT DISTANCES 'T INSTALLED A5 REMIRED BY�HOLV 5 TO SEPTIC T'F1' HI.1-It l, TO.N. SCALE:NTE Oe loose root From property Ilse>.Mx vent pipes still be lecatee o e.9-P, 5,NO SLIRFACE KATERS OR�TLA�V5 ARE LOCATEO NITHIN 500-Or THE PROPERTY. oar filtI 14,A=pr=t 1;719 1.-1 1?2 SYSTEM COI`PONENT. R'A 5 _N oRk'E"o TREATMENT BIB, la.5. Iretallotbn and 11 I/A C- t-I,to sysT E" 0 All e-,ppe F �B.IVISION INIO-ATICI: 0 DB-DISTRIBUTION BOX 463* 26, �_BDIVIVCN HtAr ESTATES AT ROYA�TCN' W ImovotNc ane A.,-t--1. LCT I LPI-LEACHING POOL Baz, MAP NO, -0105 IILIO FEBRIJARY 22,201a C_-I—II LF:2-LrACHINO POOL B65, P.Il z IF— -t bI IF— PI-I --pt-.,� M-I vault may II _P Pt.h'..-III,I-C-IRR,App-6.11-A. C,,p I/A -q-.I .pt,-1 1-Pr-.It 11 0 wr-I .1 the I/A -t =I If�P-Il cad I— Ph— tot"t I, .1I. -h _t LINE I/A CZ5 --Id ll' 1.E It W21PROPE need to access the inside al ere Wlbeg. fie ___ 4,ins _.mux.wrthl,VI..1 theIpt-I-t-t.h.lp 4.At III I/A OINTS - t t11 =-h ......our red occurs openNgs b Bade bcotaa Quer ti,I.1.1 1qt- --=-1-"It I--t-_'I lac ebg cast Iran twerp er trormaale>tic< Ural w II m e.xcI..III Emeroenw Mereoement Aqy P_I.,I 1-.1el-1-I 5.Men o I/A OwTS b mpr .tI II PI` 15-2 1 1.All mlow 9,-wlrlrg 6�4==-10Il,p.d I/AI, nt porar1f_1 BI V-1, � T.alter softerore>Fpll 1��t 6 1ter char I I/A-5 dM enc bxlwash be corrected tom howdy!ro occupont>of the WllOing>erved,ire Deportment d'y»ell acceptable to sawn or Vlllaoe Wlb�na Ip recdPYnmetlbte - B.I 0HT.-11 Moble materials L1M are hat_Ij q. 5ieseerre winch we Woe xsigned to now by grwlty oro recommeroea I All--1 1,wotcrtiant.Two mafioso 0 Iql I P-1 MN mama el comc<tvu o �:osht: I ;ne -r P-1.9--t,III— 1 6-9 thI tl,11ol- F-p-ora I,—-t IN, I,olln "A--t III,PI-an Il-_It 24 hours,-111 the I—to tZLt .."P'..' It—ere 24-nes. , I, tank I,-fes- t IF— .'d for toes IO-Four pc pro teatbg le rccom.srd tom sone srelte It -t. IA5-BUIL itPATIO 11A AS-BUILT 1 O- TA NT 4 TNI-1-11 1,1 ottxnco la a SCFcdule 40 vJG Iloct vco 1— PATIO < SERVICE PRO K-6p 00/ CONTROL CENTER taerod v be twee maw 9 12 9A00 pourm>per Ill (p, I,2B-days_L 5.T,I PIP.,t-1 observe th.Pump 'P."tI through I romnI SANITARY L NE dq, HOtJ5r CONNECTION I t1ftl a NI.York Lmcreaa Pr--IT Erqlas I"k"s,If I—',Ill.11, -11 AB- 2 STRY co All p,,ErI r o ROOF 1p I I IIV/ WD.FR. TO-11.�;t.-ling with all WP I p,IIId a 0 DWELLING GARAGE 1— 300 t")._ E 3-Pre-curt cdreretc eecGws shall m scalae will ane(I)_h EL .1.4' 't rubber j."t-II-t-11,1-1-to A--W D EL. 4 -11 DIP— 000 PI P"'I waNieaoblc-P(') JUN 16 2022 1'L 4b11 CORNER ST 5.All Ilh,11 I II-1-e0 toot Na test 11 A Ht, Jt2.t--I cast I pl-c,pries approval from Nc I'l I=%tI=I "T'E"-.' Sz'L At I%= BUiLDING EDEP HT TOWN OF SOUTHO _t P, LID qt1r.F I betalbelaro Nat we P1.11d-h T-1, bottom I,d.1d,PI,tI'ft w to 6 Inchas 1—nrgnro>t 03,4 0 ar 1A -"t 'P 1 6xnvuetae.Ir ism.+hares,�_"I OF NES t - proleatiINI"__1 a.oyoray I——W-,- PROJECT: least 15 tlmc>more tom the weight o1 the voter displxetl Tro elevation the t"'-4 m dans Inv hlg ll cavo I,.P.1 11 EXIST.WATER ta°k(a,shall t 5P�Y LINE ROYALTON ROW LOT 6 SUFFOLK GOUNTT' HEALTH DEPARTMENT APPROVAL Q, COX NECK ROAD HI.S. REFERENCE NO.:R-21-01_74 MATTITUCK,NY� EXIST. EL-11' 1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ATE. DRAWING TITLE: SITE PLAN APPROVAL OF CONSTRUCTED WORKS FOR AS-BUILT VA OWTS A SINGLE FAMILY RESIDENCE PAGE: Date 5/23/2022 H.S. Ref. No. R-21-0174 The sewage disposal and water supply facilities at this location have been I S P-100.01 inspected and/or certified by this Department or other agencies and found to be satisfactory FOR A MAXIMUM OF 5 BEDROOMS. OF -r A L T 0 N R 0 N DATE:11/30/21 1 rX CRAIG KNEPPER.P.E.,CHIEF SITE FLAN Office of Wastewater Management i 50ALE; 15'-0" rr PR°VI°E NEW SEGONpARY SAFETY .'.WEAS BENEATH EACH P¢IM4¢Y'AVE2(TYPJ "nom`-�T"'r3n _ ooV �� v'e�v'wc Dais we ca � 9� Hiu rncw z eaA�alcvr Hlv wrcx b'•I �-- __________ w 9 9 4 lrcav,vL ew cAr F wwv=Ir r,«c. vevlces+T olme*s1 I.eAcw�vov� 'R LU Mv15©oF ° 2 J U J vlsralEunvx eoa �roJ no Q - uamvr� 4i _Arecvcr mE.swr AS—BUILT I/A OWTS DETAIL 5GALE:NT5 �— ELITE OR CT^-,R iFOP'-R UR SEND PL CP END PLUG� / SURFHIE CClcR � END PLUG c>1 -r`r— -sc.F..a PIE r - i0 EL6DV✓ +\ I o 1 1 i 120 VOLT-10-60 Hz-20 AMP SERVICE es EIHDe--� !; sD•vne ALTERNATE'A" ALTERN'ATE-B- MAIM ELEGTRIGAL ad,E.AEw.,�x,P.,.PA�Ix,E�.alEosrs�Ex�x.xo�Fa"E�N�rx.P�dPLR�.�ao�xdErz CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC PANEL AT DWELLING IN ALL VIEWS,ALTERNATE"A" IS FOR BENDS,ALTERNATE "B" IS FOR USE WITH BLDG.EXTENSION/CONNECTION I ¢ 3 MAIN BREAKER GLEAN-OUT (C.O.) DETAIL 5GALE.N75 O ® ® ® Z O I IrtOrwBcO ® I s I 5ERVIa vR0' ld 12:42 PM _ �.. _ ! O® _ _ ® ® F - - - -- _ — -- - -- DEDICATED,20 AMP ,F �� PROJECT: CIRCUIT BREAKER ROYALTON ROW LOT 6 SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL 1 ¢ SERVICE7tt®•twr�lsv„�eYNoawEco.I�NaR Au o"IousA ¢ H.S. REFERENCE NO.:R-21-017 I COX NECK ROAD MATTITUCK,NY 11952 Ij ELEGTRIGAL SERVICE TO _ i WASP SERIES CONTROLS DRAWING TITLE: NORWEGO SERV ICE PRO AS-BUILT VA OWTS DETAIL WASP CONTROL CENTER I tT¢ WIRING DIAGRAMS - _ �� Pi CON ROL CEN ER WIRING OIACHRAN NOTE MANJFACTJRER'S TH=N_—ET INSTRUCTIONS SHALL D-CONyJLTED ,ry i11EN IYST.LLI�THE'L'T¢.xECA 5=¢VILE P¢O WASP,:ONTROL CENTER. w=viv w.w aw, r.c+. rrn+r DI.L R s s,.n'WN fr_�RE5ENT DOG.TT_NTATI,7N R—A LY 11A112EPAGE: FROM MANJrACN2ER.INSTALLER SHALL CONSJLT M057' -TO-DATE MATE¢IALS P¢O ALL M M)MAN'URER 5 ER s ENSURE INSTALLATION IS IN �_S 00 +�"�2 ns.LE9: -----'�-v mxwPF.rt�-- ..OMP IAN�.E.✓ALL M0.1VF-1GTIRER SPE:l-1G-1TIOK5,NATION-1L Z U+�rnurtv aAav rnxurt mrAlra aiwwsEavicea+aE�svonr Noi of c.=¢dz�� -"-- _ ELEGTRIGAL CODE.AND APPLIGASLE LOCAL CODES. xrrzN rxEAExAroRls lx5,41Fn+xo aEeorrooE gaceo Mooaea+rwu T-��a••�'_ J'x`�w+ena�T,groa Soa[MnvGwn_v�v_rnxrzruo[cur.Eo "i4a�� - 5�--"'r l+K.ot' txvsEo xxnhoOdsrta�rcR w¢trlaeE ix�Arz+Toq w-osExx�cE -.aa x... .=��z.ra NORWEGO SERVIGE PRO WASP CONTROL CENTER $ WIRING DIAGRAM 5GALE:NT5 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURP03E AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(J)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDINGINSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)8 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND DR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIci01 HEALTH DEPARTMENT U5E tel. 651.727.2305 fax. 631.727.0144 SANITARY MEASUREMENTS adminc�youngongineering.com �' ^ A oltq � �Olmq B OWT5 39.5' 18.5' Howard W. Young, Land Surveyor DB 46.5' 26' Thomas 0. Wolpert, Professional Engineer LPI 38.8' 22' Douglas E. Adams, Professional Engineer LP2 36.5' 28.5' Robert 0. Tost, Architect Robert 5tromski, Architect SITE DATA \ \ AREA = 52,4c16 50. FT. _ I I " SUBDIVISION - "E5TATE5 OF ROYALTON" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB. :2:2, .2018 AS FILE NO. 12105. v n ''DIN v� TO \ . r BUILUiNo v;_r I. \ _ -- �_ _ 70WPJ OF SOt1THOLCs 1 I 5URVEYOR15 CERTIFICATION M \ ` / WE HEREBY CERTIFY TO MARRATIME CAPITAL, LLC THAT THI5 Mi , / / SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND 5UR\/EY5 ADOPTED BY THE NEW YORK STATE p� \6p wv A55001ATION OF PROFESSIONAL LAND SURVEYORS. I �/O.a��'~SOA O� N E V1 � Y '� sI I l�� i � � bv, 1- 0 0 9� �\ �.� 91. @ his e •o' I S N 6 � C� c ` `� N Qp /3 O � i \''! 4`_ o2) f \J 30 \\ ro Z 7' o HOWARD W. YOUNG, N.Y.5. L.S. NO. 458x3 u m� Hafi�r F S9 o \ d Rq PS / o n �R9G ✓ NG 0\, o. ?68 AfA- c0 5URVEY FOR \ P-0 G MARRATIME CAPITAL, LLG uwgeo �QQQ� 3$8 Lot 6 Subdivision /� LOT 6 "ESTATE-5 AT RO"rALTON" poop - "E5tates of Royalton" at Mattituck, Town of Southold Suffolk County, New York ?3$Q7 m' FINAL 5URVEY r County Tax Map District 1000 Section 115 Block 07 Lot 1`135 L=2g5.�I FIELD SURVEY COMPLETED MAY 15, 2022 Lot 13 MAP PREPARED JUNE 03, 202:2 Dt7stotebalvjs�on - Record of Revisions s of Royalton° REVISION DATE LE6END IN �- u o B5W = BRICK E71DEWALK o GMF CONCRETE MONUMENT FOUND GMS = CONCRETE MONUMENT SET } EOP - EDGE OF PAVEMENT 40 0 20 40 80 120 m RO = ROOF OVER WSF - WOOD STAKE FOUND 5ca I e: III = 401 WSS = WOOD STAKE SET a • - END OF DIRECTION/DI5TANCE JOB NO. 2021-0088 DW6. 2008_0315_0006_2021_0088_f5 I OF I (1)UNAUTHOMZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STAE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTINC STRUCTURES ARE FOR A SPECIFII PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SMALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTnCATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON,AND TO THE ASSIGNFES OF THE-ENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (S)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM nELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, Nevi York I1a01 tel. 631.127.2303 fax. 651.727.0144 admin®youngengineering.com x Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer y Douglas E. Adams, Professional Engineer Robert 0. Tost, Architect Robert 5tromski, Architect SITE DATA AREA = 52,416 50. FT. * SUBDIVISION - "E5TATE5 OF ROYALTON" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 2018 A5 FILE NO. 12105. No T-- - - I goo O � \ TL�V'�+J F��S0;s c-THC); Cl I ' 5URYEYOR'S OERTIFIOATION p 1 ( ( WE HEREBY CERTIFY TO MARRATIME CAPITAL, LLC THAT THI5 SURVEY YiAS PREPARED IN ACCORDANCE WITH THE CODE OF 8 I PRACTICE FOR LAND 5URVEY5 ADOPTED BY THE NEW YORK STATE , „ ) / A5500IATiON OF PROi"E551ONAL LAND SURVEYORS. XXjM v a 7 I ` C, i M � \ 0j6cr HOWARD W. YOUNG, N.Y.S. L.S. NO. 458g3 ro �, N o ry' X66 A> a�,OVG10 3�2° SURYF-Y FOR MARRAT I ME CAPITAL, LLC xo LOT 6 "ESTATES AT ROYALTON" Lct 6 ' at Mattituck Town of Southold \ Poop "Est t sdion cfSRo Royalton" y Suffolk County, New York �. FOUNDATION LOCATION SURVEY X35 C& m)�r i County Tax Map District 1000 Section 115 Block O? Lot 11.55 0 r a L-2157' FIELD SURVEY COMPLETED MAY 15, 2022 MAP PREPARED MAY 19, 2022 Lot 15 Record of Revisions :�stq ubdivlslon _ REV15ION DATE s of Royo/ton„ LE6EWD N $ BSW = BRICK SIDEWALK GMF = OONGRETE MONUMENT FOUND o ISMS = ISONISRETE MONUMENT SET o EoP a EDGE OF PAVEMENT RO = ROOF OVER 40 O 20 40 80 120 m o 115F - WOOD STAKE FOUND H55 = WOOD STAKE SET 5co 1 e: 1" = 40' END OF D • = IREGTION/DISTANGE a JOB NO. 2021-0088 DWG. 2005_0313_0006_2021_0088_foundation_loc I OF I 4 GENERAL Rf:Q11REMENrS I.TM xetanw covet Mld carr t L borate uaomo .LOT GOVEf'.AGE ^'_ - ,, -ELEVATIONS REFERENCE NAVO 1986 SITE IAroui NOTES, �'- y9"�' ]�' �' �A O�-P�v cp'�m 5Alalk Code m kla pursuant to I/A OWTS IN5rt`ATON srA JMD4 _ - COIm4J chapter 569,Mtale VII(Septic Indnlry - I.TRIS IS AN ARCHITECTS SITE PLAN 6 IN t]® � euatnaseal vraW+INe-.5,ew�W Dept oI Lww,4cerorg I.Imtan 1/A oWt5 tont occordmg to mm.,PacWerb remmmcnmtloro SUFFOLK COUNTY TAX LOT NO. 4 1000-11301-19.35 ALL OF THE FOLLOWING LOTS WITHIN 150' SUB-ECT TO VERIFICATION BY A UGENSED and eorolmcr Af ova, t b on- Com§s69-lgmo .eine core eg mon 4nae atm�m e.NI appiwoble recommerdouom OF PROPERTY UTILIZE F'UBLIG WATER �RVEYOR TKE INFORMATION DepwNmne or teMr,(?em mg,�a eaasmor Anew.moxteu,a a Iht oP p-,see by mo moroPoeWer shall ee e�plemeMea. OR SHALL UTILIZE RIBLIG WATER ONCE �sENrPS ON THIS SITE PLAN Is r0 TXE •�� ®{-d®®® ®� A�+®©V®®�®�Ils� Itwreed VA OYNTS Malnrwlawe Provbwa, ZONE AG ARCHITECTS BEST OF KNOWLEDGE. . I� 2.The 1/A OWr9 tarot ehan be x.tailad at awl x an eMctbro(wIN e %LOT DEVELOPED. M All I/A o-S neat be r twee wwh Ino Deportment x accareara maxVeean tolerarre x any dtectbn o../oro gwler xW m a nlVltTtm DESCRIPTION AREA 2,5URVEY INFORh1AnLH WAS OBTAINED wN Articie 19 0l the ZfFtol county Samtmy Lode prb to the 5-xM thl4 bed eP m bvebd and ted sand(free from COVERAGE FROM A SURVEY DATED SEPTEMBER Il, Doparbmmt gronebg awnfkaean or ealyvmeed eonwaelm on•aa Wnc• rocks)w pea gwe> y eargwc 1000-113-1-1993(CURRENTLY VACANT) 2020 AND PREPARED BY, MI-01 � pl TOTAL LOT AREA 92({96.0 S.F. 1000-113-1-19,34(CURRENTLY VACANT) T' 5.M exeoled bard Mabtsarae Lonbact between the 5,I/A ,o redo.Fall bs provkbd WN a saga wtlot.A dnNbvtkm 1000-I I3-�-1996(CURRENTLY VACANT) �'�A 6ROBEN ® aperok Wxh lnb or dbbpuUan leadity etneWe coq be req red for on PROF.HORSE W GARAGE 2550.9 SF. lb% KY.STATE LAND SURVEYOR Cr01v Maxeewike IYovber ane I�opefty covet be aurnlemd m tM =71=7==' yatarm moth m,leple low�l atrveero>wawa w�olta,wtMe emlgn la 1000-113-1-1931(CURRENTLY VACANT) LIL..osoebq SUB.�ei PROPERtY ®® qW®, DopartmerR prat to opprwal oP Kw 1/A O=regstrotbn by the cpprwad by qe Depabnwlt PROP.PATIOS/PORLH 999.0 5F, 1.3% 1000-I I3-1-19.38(CURRENTLY VACANT) 66A LAND SURVEYING INC. Dcparbront m accwdsao wN Mtxlo 19 of!ho SWfoik Canty P.O.BOX 704 Samll coda. 4.The kap of the I/A I..t la9c doll cot fb located greater teat 25 TOTAL AREA OF ALL STRUCTURES 2949.9 5 F. 9.1% I R DGE,NY bl Ioo!w Iwo{lel ane toot biebw lYal grodo. 4.NI xatalled 4AOYR9 ore regbod to=ave m xib01 9yew warrmey (b9U b49-4150 art operaklan/maxte m ko 4ml.toter No xRbi 9-yew 9.AC a mwmvn,all>amplxg madnlw atoll Mve 2O-xch ewwed MAXIMUM COVERAGE ALLOWED v 20% w ebn ane moat'�earce.ervimo t hm xpbea,property ee openxge to grade acorea moor Ua bloc art wnet. e et¢ectad to mdntox w operation aPd Intenmae atoll ba aithw 20-xcn dbnetcr waierbght old YeacC_W.t.iockx9 �� cordroct x accordowe wIN Mtxlo 19 0l the Suflalk early svtltwy t Irmo coven n thcmapbatb coven at 1MI grme.AU raoro ora I.FLOOD NAP DATA FROM F.E.M.A� NOTE cod°, shall be dwt3lea M occardaao wnh aeclbn S-III of Nb akntlwd. MAP D.TE,SEPT.29, S.Wien al I/A OWTS requ=-e.a vent,tM uNt.Mil m canted to the 6.Wien mmplxg marJaloe we wee b be.mtolled x o trwer+ay MAP DATE,SET.25,2009 Tool or the reebvae berg eervod.Ver.ppw atoll oxteM a Mnbunpokvg moor,rho maMole alall bo malylcd to W!Tall.bcartg!a FLOOD ZONES X of b xMea nova Ne roar Iba ab the tap oI the vmt shall how s t rho raquxement.oI AASHTO H-2o w MS-20 badbg. a 2.SITE PROTECTION/BILT FENCING TO Be AERIAL PHOTO mbban lariralal eepwauI I oP 12 vche>to the eloped portion of tM r !.In caeca rearo R b rot practlwi to vent tM arptan to iho 1.The wtlet avert elwallm Moll be a mhVRm oP O.1 loot below W INSTALLED AS REQUIRED BY SOUTFiOLD rmbmra root,a cant ppe maJ m ppee to tM extarb oP the xlel Invert elwagon. lwleerae and tamwake a mxxkm al Ib r Jna dmvo grme and a! TOS• 9GALE:NTS ana!I Foot Fran property Ixea.The»vont ppaa shall be located o D.SmplVlg ms*olee shall hwe m xeldo dlamebr ar 2 feet w m _ mblTun oP 9 feet Iron cry wbmw w door..ay ad cont b ' !e with a Mtde area o!2 Poll N 2 foot. 9.NO SU FDA N THWIAN 900'OF THE PROPERTY. caWn FlRcr nuke.All vera ppee moa!Hove a mbhom dlcme Wr of 2 I^Ws. 9.There shall W a mo.Fmm rotmtbn depth lnlow the wtlet xvM 12 IUU 6.Inetalladm aid u».1 tM I/A OWLS cont conform to qre elevagon oI elx bahea. Deporbnentb aper d I/A CANr9 gatdmce docuront prepared x 10.NI»wet pipe perotratkm x Ne ermplbg ,adgle sail be _ `BDI VISION INPORMATION� lova with the etodvda/w°/ppr 1 orb Marngemerlt o1 watartyhL SUBDIVISION MAP ESTATES AT ROYALTON• V 4xwatlw ad AI[enotive Q sIW Yfmlowcler heatment Syaloms.° LOT I W MINIMIM DESIGN RELTIIRFIf'NT5 ELEGTRILAL f>fOnIREMENTSF MAP NO.12105 Gmtrel Parole FILED FEBRUARY 22,201b CO.) J I.I/A OYYSS LoNca>MII be wrofnated of prewar ewwele,!I•oergla». I.Tor wntrol poral box riaat bo ploeed ovtabe m a eullmie pmmtal Qo yetlyleropo4yprapylero.Earmoplmlks,or oNw malwab in near W abvcWe tlmt IC aervm.Nbmakha19,the panel box may be doves W W Depwbronk.""orde and I-,App-Is- noodled m w mWde wall of the.Nvalwe(prelwd�le a utility room, Q TM vro o1 stool ta*e le prohl _. ad rot a Ilvbg space).ONw lawgaro Pw mowthg tle parol box will 2 Wren m I/A OWIG requbw a aePtk toile Imo protreaUnant tM eeptle I/A ��g bw W�go nt w a ems-by-eo»brnle and moth •�� ! l:Mall ba pifeLL o- O--1 vP ost'l as-1c IL]VIT e dl@ dwlgled x aewrdarce with ewlkns 5-101 arts 5-109 of fhb2.The n oname o!ae I/A ooats Provber to ctoarly idenUN n the autebe eI No parollf orb bw btle a Phaon,m rancor to contort x 5.Ublw.oNorwl»apocwbd,Ea IeaM coos N alum. xg aWCWe/ay.tam tMt Iallowa I I/A OWl9 atoll be deelgrod N oaawdww wRh aeeUon 5-10'1 and 5.6brior parol pbcement ansbbs Uo ayetam W be eerrtced at ary PROPERTY LINE 5-110 oP qua etondwd. t.ro,enmxaling the road to awes.Ur`,`bald.or the WIIWrg 4.Tho p box Prn.t tb Wfhb vbw o!the ayetem lowUon ka help 4.At a mxxenn,all 1/A oYg9 Irealnent take atoll bore 20-Iled� '4 a-T.oke r-xt,n 1 b%`=I= covwed ' I opeWp !o tle 1 catetl Mo xbt art oulbL ^'^ _` Covera Mall be diner 20•Nch dbmeter watertight od Nest!-proal 9.Tn control pop1 shall be placed at a comlald�le blaht I- I..".,w.t Non torero or Uarmopbstic moven ak/Val cpm..All wmnw WN Federal emergency Moroge l Agerwy an.chhmey./rl.ere doll to melgrod x accordava wIN eeclbn =,.-nood sane requVomonka. �^ 45 ``� asalu or tela slmawd. /^ / 5.Won o I/A OWTS Ia d W be belalloe in s trNewa 6.The parol Moll moot Npllaal Elec4kal M tocWere A»oclatbn pt° Q parkt� Ne wart Nall m fgl d and/or irotallod to tilNelad a ax apecMcalwm. Hb-20gw N-ZD!coax dwl btl M5P1T0. g as gra bJ 1.All bebw Bode wlrkg cove!be run x electmwl wndult.The caidult t have appyOprbte eaab to prevent gmee art mobbro from / =I'-- !.sage ddlpoaol.�pevmltted rdon m I/A OVRS rosrJvng tM control panel w Jurolkm boxes. / r T.Water sorterore shall not dbchar m!o an I/A OWTB ab the HI Fats ceyysst shall be equipped v%h a t7tl N wambg eyetom which /^ 9° II ocllvab dole art vlxal olomn qa[cm be reodlly seen cor.aecob Oeparbront raewemeMe water eoltener bmkwaM to ted W m hwowsby rhe ocupaih o!the Wlbkg sense.The Da !mart / m Re 6 p+oq oeeeptoble to wn toor VlI V Wndeg Peprarmenla. re arta a telemetry aevra be FI>tonoa to proMda hmadlaee /' emote alarm rotlPlwgon W qa OIM prwldar covered N tM CIM b.I/A OW15 lake atoll be wakerUght orb ewetructed or eourd ab durable matwble Not are rot sbJwt to exw»Iva corroalon or °vCOy 9.Sy tmro whkh are ro[mslmad to now G1 grsNly we rocommondetl 9.AN leets con[be waterti L Two merlon or snow tanks are !e be egippotl wIN a ewtra panel wIN mean oP correcting a wtertlgnC atoll m elthw varum te.txg w water preeawe Ce.tbg Portable gerorokr res opwato tM eyatem dlrtg a power wlago. / mogam m 1o1bw., 10.Veewm tostbg�Seal rhe cryty talk ofd apply a vavum to!ow(4) LThe obclriwl jmctbn box eervVg Ne pxnp tw art fiesta cont be q /A / IPahea(IOCrmd d mercury.The fwlk Is opprwed v 0%W wccam Is wo o"t d ab locatewtak'e the VA ahT5 tmk Manber. told!w oro cowls>. II.Wakar tortWg Seel twkl fill tank wu wabr to wWolt Mort 2,/w biowcn located A.W.of the I/A OWTS vl't-t bo plawd on / eleva[bn,b!etar�tl for 24 Mme,Rernl tle!mk to Nle wtlot Mer! Pad aulPod tarty p>psNwn!d Neots esMu.IYNM Pags b Itw tM 244am pwbd b complete.La!Ne tank eland!w on (concrete,plmtk or I's-Wm.)oto ave a_'_I_I_. yes amRlaal 104taur pwbe.TM rak le apprwm n watw Iwel m vele raves. A CP NeeniOHax period.Water Preaare teagng h recommended rem S.NI pulps oto!loot base cowl bo awweble and eeMcamlo Prom oro ..I[e Iter betallallon, accea openxgs. ' PATIO PROP. / tr T 4.The flwls atoll be attocMd to a ScheDrb 40 WL Ilea!Vol Not O/ PATIO w con be coaly removed res eovlee odJvatrront.The hoot.Mull not l/ be aktarJted to Ne Norte max. I.Rex/word eabeW Mall Mvo a mlmmum tom rw.ivo atren N of /��• / yr�P 5000 parte per nq ah(pall at 2b_.op set. S 5.Tho Depwbnent shall observe tM Pimp eyatem opo..W Urwgn a {r NEW SANITARY LINE• m N? w 2.FIoll thkkro».Mil to o common or Urso Mabee tmle>e rM dealer Harrel operatug cyclo. // Y/ HOUSE CONNECTION hoe m�aartwbe by a New Ywk Llcen>ed PrOt -1 ISM-m b,lnepeatlan!w leakage of the Pores max Ilttbga.111m m dw II motg c y g wRh au approprble requirement for hx»wan saeWCUon.All Ua pump feet pros .. PROPOSED 2 STRY rn ria t� Ile,bottom antl top stl"torts.relnfwcbg to resat m oFpllad WD:FR DWELLING NEW SERVILE PRO Iww of 500 pountl>per equwo loot(911. BEDROOMS) WASP CONTROL CENTER 9.Pre-amt claret eectl o,atoll be sealed 1q ora dl bM W I )/ / rtPcyxr Join!sealant MIM coma-me to ASTM vt9o. 6AREEL.=4 5b' TRAPS SHALL BE INSTALLED <.NI veww ppee eMll p--to Uo vmtkal aimwoll of tlu talc and UPSTREAM OF TREATMENT UNIT)/ don be eeolod wN govt w other moan acceptffilo to tM / NEW NORWECO Deportment euM m waWtlglel sealed Ibxlale Joh!art Ea pipe ( C gasket iastrod to tM ppe wIN ataxle»steel retractmle clamp(.). / NEb! 59.-1N14I,JBoJxOt.Taatobllel m eeoiad eo tM!the Lwk Ie watrlo LOo5INSULAIR BIO K INETC WASTEWATE Eat wJeL TREATMENT R pwl I,-tM MODEL rNr-5 00 / Department oto covet be certlFlod t'y a L-to t Pl,_'t'z'Fiigbeer. 1 Alrolln+k �.d,and walla or a eonwet!ak moat be / A��\ PPROF. ' 9 pEDq / /O O MIN.NLEA 6aWarover praclkol,-to-toI/A OWTS atoll not bd1-WNb NEW� � O !1 V�dN LL -9rtt-nler.For xetalloUona that are placed wNx gou+dwobr,Ne ?' * bottom and Olde pwkkne,vp res le.thee above hkjteet ` - 3, rl M1T)N,\j reewdetl/expeettl gantlwatr olwatiw,01 Ne I/A OWiS tmR atoll \ / A �� '/Abe monolwhraauyy moored.In ems.wMre we I.Hat prmek.m.Ie,da / �/�� _,p '` rj r,yes, s OWT5 I!shall be wotx-pror vp to ID Mhea clove the hicflest i' tlgFW.�e p lw�6o air avnbroter olevatlan and Irak tcatod Co enure I\ � /PROP.�6� NEW MIN. 9)+�0374gg� OF NEtI 1.In caeca Man cwkreta lcnke we mNalbd b grouMwaler,tib melgn 10'� EP./ K LP. proleaeurol Mail wtarut�y wlcuwuow m pr�we No waglt or Design I'mfesslonal's Certlflcatlon Required. `\ the tank(with w w1Novt w the loot !ba1h.0 WII be at amt 1.9 ranee mora Nm Ne wckjlt a!rsa water napless.The Submit P.E.or R.A.Certification For PROP. NEw 20°e v / w PROJECT: Woyancy calcul000ro shall be doro uelrlg highest expectemecwme The Installation and Construction of the Sewage Disposal System `\ DRIVEWAY t POLYLOK z gawldmtf eletoo wIN Uro tmk empty.5oll corer w top o!Nro g Y . gip,A,'KE °'ST.BDX /J ROYALTON ROW tmk(el doll mol be corolmred Man mtermxxg tle omato or Use Form W WM-073 \ ' avlartrg or balls.!wolght regNree. LOT 6 SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL / as / h / H.S. REFERENCE NO.:R-21-014 COX NECK ROAD �i��l `� 0 QQ' MATTITUCKrNY11952 EXIST. METER _ DRAWING TITLE: 0 Any cover weighing less than 60 lbs requires secondary safety device `\ - R = 60.00' i �� SITE PLAN PROPOSED I/A ONRS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES /gip _ -------------- PERMIT FOR APPROVAL OF CONSTRUCTION FOR A S A^Gj• i PAGE: SINGLE FAMILY RESIDENCE ONLY p C D I O as V/A V 1 -100 DATE 613(2021 H.S. F NO. R-z�-o�7a / DATE04/20/21 10F2 APPROVED R O Y A L T O N R O W D FOR MAXIMU F 5 BEDROOMS EXP IRESTHREEEARS FROM DATE OF APPROVAL SITE PLAN Ise SCALE,I°a IS'-O' I i I I I nr m+.�w+r®n�en+D�i rsea I•••y��•, .wa rw a�eewiLewnom wlw I ,r. rn e..�manK�oslx��rzLs Twwoe.aP ra,e.00n AIQA I m��"ra+s,rre oenleAc�+a rxX rnorvm T]K wow rea en1. roR ea.V.L wlr elclawe u ww�w xne. rurwele tai ealru. � newwre.,o c I mar.n�maRaaH 1 m�nul� 5EGQ0�NnRY 9�AFE1�Y ao-�llcea w�+ covERs ea¢ATH Da:wTeHo<rsreTal PRIMARY cover frrPJ Ho]s TnTioo roLY,aK w'Dear w seclwx d,AR�/'PPLe PCID Ir Ir1ET �gg 3 PYTGI P�TPEa9�'PeR Food 36 �a x A wK••rnw� I'wK w HA,awH a. 9OR e9 Na ]9'MAX MIK A 4 R EaIIV. HIK♦'olA H814•olA •]'MAX fj I wK Rn;N 1 �V'V'� eWVALEVT� I 1 wK PI1CH}•,I' y�� of ecg iArw a�mer�'..:'.: ItAGHll+9 awl. 2 J nbru leen oP ��. ' V J ewlo oR reA oaAva_ee�A*x Q R�LAce e,asT.901L / coLLAR suRRarrolws , y, '.i Lwrea Ra PReBer�T PROP05ED I/A ONT5 DETAIL 5GALE.NT5 STOPPER OR SLATE OR OTHER STOPPER OR END PLUG SUITABLE COVER ENO PLUG W W a -SEWER PIPE < 45'ELBOWS 3O ELtlB�BOOW-jI� :::; 45'ELBOW I 6G WYE 120 VOLT-10-60 Hz-20 AMP SERVICE ALTERNATE, ALTERNATE�' MAIN ELECTRICAL WOE;AEAATO0.Pe P0.WWEOM m98FM[DNIRM PAN¢W9TBEPR�ER YGNOA m. CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC PANEL AT DNELLI NCS IN ALL VIEWS,ALTERNATE"A"IS FOR BENDS,ALTERNATE"B"IS FOR USE WITH BLDG.EXTENSION 4--j MAIN BREAKER GLEAN-OUT (C.O.) DETAIL ® ® ¢ 4 5GALE:NT5 a D ® ® SFR CEPR�O VVVW � l � � � � 12:42 PM RED r-- O❑ 9r�0P N 40Q' OF NE`N DEDICATED,20 AMP I I I I I I PROJECT: SINGLE-PHASE CIRCUIT BREAKER ❑O ROYALTON ROW ® ® ® ® LOT 6 SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL I ® ® SERVICE PR®• COX NECK ROAD 8YNORWELO.INC.NORWALK000 LL9A H.S. REFERENCE NO.;R-21-OIT4 MATTITUCK,NY 11952 ELECTRICAL 5ERVIGE TOWASP TITLE: WASP SERIES CONTROLS NORWEGO 5ERVI0E PRO PROPOSED I/AOWiSDETAIL WA5P CONTROL CENTER WIRING DIAGRAMS X)F ECONTROL CENTER t WIRING DIAGRAM NOTE WM IHGTALLRS INSTALLATION 5ERVI CT10NO SHALL CONTROL CONSULTED v v"u xY siuwrw �"ii i "%L� i DIAO INSTALLING THE RESE Tq SERVICE PRO WASP AVAI ABLE PAGE: DIAGRAMS SHOWN REPRESENT---„DOCUMENTATION READILY AVAILABLE FROM OVI2E INSTALLER SHALL CONSULT M05T UP-TO-DATE MATERIALSIALS PROVIDED NJ MANURER GRER 8 ENSURE INSTALLATION IS IN �_�o0 8E0. COMPLIANCE M/ALL MANUFACTURER SPECIFICATIONS,NATIONAL OENeB±LePg4; ELECTRICAL CODE,AND APPLICABLE LOCAL CODES. m w9EmTwn:Dmu vCWCun EaTARrxAT YAv18EevcFPMI¢Odno HOreEDER81II0 nor%AIBCQ' 8x19 i1H AEM10R o wsrwuFo.vm RFAOY i0 ee P4o¢D 0110 OPEMnOK 0 IbV>e INE wFPwlaR IS ORMiuY081•EN THE rA081iY o omwlm DATE:04.' 21 I NORNECO 5ERVIGE PRO NA5P CONTROL CENTER I$ WIRING DIAGRAM SCALE:NT5 Generated by REScheck-Web Software Compliance Certificate . . Project Royalton Row Lot 6 Energy Code: 2018 IECC - Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,563 ft2 Glazing Area 25% Climate zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Conteactor: Cox Neck Road Anthony Portillo Anthony Portillo Mattituck, NY 11952 AMP Architecture AMP Architecture 1075 Franklinville Road 1075 Franklinville Road Laurel, NY 11948 Laurel, NY 11948 (516) 214-0160 (516)214-0160 aportillo@amparchitect.com aportillo@amparchitect.com Compliance' Passes using UA trarle7off Compliance: 17.2%Better Than Code Maximum UA: 599 Your UA: 496 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Ceiling: Flat Ceiling or Scissor Truss 1,803 49.0 0.0 0.026 47 Ceiling 1: Cathedral Ceiling 160 0.0 49.0 0.020 3 NORTH Wall:Wood Frame, 16" o.c. 1,036 13.0 14.0 0.037 30 Door: Glass Door(over 50%glazing) 43 0.300 13 SHGC: 0.40 Window:Vinyl Frame 191 0.300 57 SHGC: 0.40 WEST Wall:Wood Frame, 16" o.c. 802 13.0 14.0 0.037 26 Window 1:Vinyl Frame 93 0.300 28 SHGC: 0.40 SOUTH Wall: Wood Frame, 16" o.c. 960 13.0 14.0 0.037 17 Door 1: Glass Door(over 50%glazing) 278 0.300 83 SHGC: 0.40 Window 2:Vinyl Frame 215 0.300 65 SHGC: 0.40 EAST Wall: Wood Frame, 16"o.c. 602 13.0 14.0 0.037 16 Door 2:Solid Door(under 50%glazing) 146 0.300 44 Window 3:Vinyl Frame 21 0.300 6 SHGC: 0.40 Project Title: Royalton Row Lot 6 Report date: 04/07/21 Data filename: Pagel of 2 R rqss • • colit • + ev Floor:All-Wood JoistiTruss 1,840 30.0 0.0 0.033 61 Compliance Statement. The proposed building design described here is corpTstent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildin n designed to meet the 2018 IECC requirements in REScheck Version : REScheck Web and to comply.with the mandatory re. i emen listed in the REScheck Inspection Checklist. Name--Title Signature Date D cif i C � a C� c I Project Title: Royalton Row Lot 6 Report date: 04/07121 Data filename: Page 2 of 2 201 IECC Energy Efficiency Certificate Above-Grade Wall 27.00 Below,Grade Wall 0.00'. Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): . . . Window 0.30 0.40 Door 0.30 0.40 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater• Name: Date: Comments it Royalton Row Lot 6 Design C HVAC Load Calculations "for Danial Marra rE!kt r i-'AMJ V roiVAC HVAC LOADS Prepared By: Matthew Wynne Aberdeen Building Consulting PO Box 62 Brightwaters NY 1171.8 631-969-9860 Tuesday, March 16,2021 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore NY 11706 Pae 2 Project Report General Project Information Project Title: Royalton Row Lot 6 Design C Designed By: Matthew Wynne Project Date: 3-16-21 Client Name: Danial Marra Company Name: Aberdeen Building Consulting Company Representative: Matthew Wynne Company Address: PO Box 62 Company City: Brightwaters NY 11718 Company Phone: 631-969-9860 Company E-Mail Address: 2inspect@optonline.net Company Website: Aberdeen BuildingConsulting.com Design Data Reference City: Westhampton, New York Building Orientation: Front door faces Northeast Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 72 n/a Summer: 90 71 40% 50% 70 29 Check Figures Total Building Supply CFM: 2,081 CFM Per Square ft.: 0.611 Square ft. of Room Area: 3,408 Square ft. Per Ton: 639 Volume (ft3) (Above Grade): 30,835 Volume (ft3) (Total): 30,835 Wilding Loads Total Heating Required Including Ventilation Air: 71,529 Btuh 71.529 MBH Total Sensible Gain: 48,031 Btuh 87 % Total Latent Gain: 6,938 Btuh 13 % Total Cooling Required Including Ventilation Air: 54,969 Btuh 4.58 Tons (Based On Sensible + Latent) 5.34 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Page 3 Load Preview Report Has Net Ree ft? Sen Lat Net Sen Min Min Sys Sys Sys Scope - AED Ton Ton /Ton Area Gain Gain Gain Loss ClgHip FAct CFFMM CFM CFM CFMM CFM Building 4.58 5.34 639 3,408 48,031 6,938 54,969 71,529 894 2,081 894 2,081 2,081 System 1 1st FI No 2.26 2.62 652 1,708 23,578 3,566 27,144 34,216 436 1,074 436 1,074 1,074 Supply Duct Latent 1,177 1,177 Return Duct 0 628 628 725 Zone 1 1,708 23,578 1,761 25,339 33,491 436 1,074 436 1,074 1,074 1-1 st Floor Foyer 202 3,419 133 3,552 4,165 54 156 54 156 156 2-1 st A Bedroom#1 293 3,986 187 4,173 6,275 82 182 82 182 182 3-1 st FI Parlor/Walk-in/Master Bath 212 2,345 153 2,498 3,950 51 107 51 107 107 4-1 st Fl Great Room 365 7,391 736 8,127 5,754 75 337 75 337 337 5-1st FI Kitchen 249 1,347 101 1,448 2,855 37 61 37 61 61 6-1 st FI Dining Room 176 1,820 157 1,977 3,501 46 83 46 83 83 7-1 st FI Mudroom/Pantry/Powder Rm 211 3,270 294 3,564 6,992 91 149 91 149 149 System 2 2nd FI No 2.32 2.72 626 1,700 24,453 3,372 27,825 37,312 458 1,007 458 1,007 1,007 Supply Duct Latent 1,176 1,176 Return Duct 2,360 629 2,990 2,124 Zone 1 1,700 22,093 1,567 23,660 35,188 458 1,007 458 1,007 1,007 8-2nd Floor Master Suite 573 8,801 432 9,233 13,931 181 401 181 401 401 9-2nd FI Living Room 261 3,728 490 4,218 3,357 44 170 44 170 170 10-2nd FI Open To Below 160 2,717 143 2,860 4,127 54 124 54 124 124 11-2nd FI Bedroom#3 275 3,011 158 3,169 4,780 62 137 62 137 137 12-2nd FI Bedroom#4 227 2,427 198 2,625 5,249 68 111 68 111 111 13-2nd FI Laundry/Bath#3 122 1,024 121 1,145 2,780 36 47 36 47 47 14-2nd FI Hallway 82 385 25 410 964 13 18 13 18 18 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Page 4 System 1 - 1st FI - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 40,000-- 30,000-- M 0,00030,000 m 47.2% Diff.from Avg. (2,356 Btuh Excursion) 20,000 i� a) 10,000-- 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. -- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 47.2%. AED Excursion (amount by which peak exceeds 1.3 x average): 2,356 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. (System Concept Warning for excursion greater than 1.3 x baseline and less than 1.5 x baseline) This application has glass areas that produced relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms. A zoned system may be required, or some rooms may require zone control (provided by individual, motorized, thermostatically controlled dampers). Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Pa e 5 System 2 - 2nd FI - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 40,000 30,000 m c20,000 0 54.2% Diff.from Avg. (2,176 Btuh Excursion) 10,000-- 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summar --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. -- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 54.2%. AED Excursion (amount by which peak exceeds 1.3 x average): 2,176 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. (System Concept Warning for excursion equal to or exceeding 1.5 x baseline) This application has glass areas that produced large heat gains for part of the day. Variable air volume devices are required to overcome large spikes in solar gain for one or more rooms. Install a zoned system or provide zone control (individual, motorized,thermostatically controlled dampers) for problem rooms. Single speed equipment may not be suitable for the application. Tuesday, March 16, 2021, 10:45 PM ivac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay, a Shore,NY 11706 Page 6 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain A .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 25.3 502 0 879 879 01 .32/.40: Glazing- 42 833 0 1,299 1,299 D .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 92.1 1,824 0 2,552 2,552 02 .32/.40: Glazing- 252 5,001 0 6,168 6,168 C .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 12.4 246 0 384 384 B .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 91.5 1,818 0 2,700 2,700 E .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 77.9 1,548 0 2,658 2,658 F .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 21 417 0 498 498 H .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 29.9 592 0 1,038 1,038 1 .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 44.2 878 0 1,534 1,534 G .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 35.9 712 0 1,110 1,110 J .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 2.8 56 0 88 88 Basic R5 door: Door-R5 Door 60 744 0 372 372 R27 2x6: Wall-Frame, Custom, R27 Flash & Batt 2x6 2947.2 12,425 0 5,833 5,833 R49 Ceiling Joists: Roof/Ceiling-Roof Deck (roofing, 1700.2 2,635 0 1,231 1,231 wood, insulation) or SIP Panels Supported on Beams, Custom, My second example custom roof R30 2x10: Floor-Over enclosed crawl space, Custom, 1708.2 3,791 0 1,223 1,223 R30 2x 10 Subtotals for structure: 34,022 0 29,567 29,567 People: 5 1,000 1,150 2,150 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 22,473 3,610 10,189 13,799 Infiltration: Winter CFM: 221, Summer CFM: 118 15,034 2,328 2,593 4,921 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 4,532 4,532 Total Building Load Totals: 71,529 6,938 48,031 54,969 Check Figures Total Building Supply CFM: 2,081 CFM Per Square ft.: 0.611 Square ft. of Room Area: 3,408 Square ft. Per Ton: 639 Volume (ft3) (Above Grade): 30,835 Volume (ft3) (Total): 30,835 Building Loads Total Heating Required Including Ventilation Air: 71,529 Btuh 71.529 MBH Total Sensible Gain: 48,031 Btuh 87 % Total Latent Gain: 6,938 Btuh 13 % Total Cooling Required Including Ventilation Air: 54,969 Btuh 4.58 Tons (Based On Sensible + Latent) 5.34 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, March 16, 2021, 10:45 PM [Rhv ac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. brdeen Building Consulting Royalton Row Lot 6 Design C a Shore,NY 11706 Pae 7 Building Bar Graph 25,000 20,000 15,000 Building Loss 71,529 10,000 `,: Btuh 5,000 0 Floor 5% Wall 17% Door 1% Infiltration 21% Roof 4% Glass 20% Ductwork 31% 25,000 20,000 15,000 Building Gain 54,969 10,000 Btuh 5,000 0 Floor 2% Wall 11% Door 1% Ductwork 25% AED Excursion 8% Roof 2% Glass 38% People 4% Infiltration 9% Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software evelopment,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Page 8 System 1 1 st FI Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain A .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 25.3 502 0 879 879 01 .32/.40: Glazing- 42 833 0 1,299 1,299 D .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 30.7 608 0 950 950 02 .32/.40: Glazing- 168 3,334 0 4,698 4,698 C .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 6.2 123 0 192 192 B .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 91.5 1,818 0 2,700 2,700 E .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 39 774 0 1,498 1,498 F .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 21 417 0 498 498 Basic R5 door: Door-115 Door 40 496 0 248 248 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1610.1 6,788 0 3,187 3,187 R30 2x10: Floor-Over enclosed crawl space, Custom, 1708.2 3,791 0 1,223 1,223 R30 2x10 Subtotals for structure: 19,484 0 17,372 17,372 People: 3 600 690 1,290 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 7,236 1,805 1,867 3,672 Infiltration:Winter CFM: 110, Summer CFM: 59 7,496 1,161 1,293 2,454 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 2,356 2,356 System 1 1st FI Load Totals: 34,216 3,566 23,578 27,144 Check Figures Supply CFM: 1,074 CFM Per Square ft.: 0.629 Square ft. of Room Area: 1,708 Square ft. Per Ton: 652 Volume (ft3) (Above Grade): 15,374 Volume (ft3) (Total): 15,373 Sstem Loads Total Heating Required Including Ventilation Air: 34,216 Btuh 34.216 MBH Total Sensible Gain: 23,578 Btuh 87 % Total Latent Gain: 3,566 Btuh 13 % Total Cooling Required Including Ventilation Air: 27,144 Btuh 2.26 Tons (Based On Sensible+ Latent) 2.62 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Page 9 System 2 2nd F/ Summary Loads Component Area Sen Lat Sen Tota! Description Quan Loss Gain Gain Gain C .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 6.2 123 0 192 192 D .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 61.4 1,216 0 1,602 1,602 H .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 29.9 592 0 1,038 1,038 1 .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 44.2 878 0 1,534 1,534 02 .32/.40: Glazing- 84 1,667 0 1,470 1,470 G .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 35.9 712 0 1,110 1,110 E .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 39 774 0 1,160 1,160 J .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 2.8 56 0 88 88 Basic R5 door: Door-R5 Door 20 248 0 124 124 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1337.1 5,637 0 2,646 2,646 R49 Ceiling Joists: Roof/Ceiling-Roof Deck (roofing, 1700.2 2,635 0 1,231 1,231 wood, insulation) or SIP Panels Supported on Beams, Custom, My second example custom roof Subtotals for structure: 14,538 0 12,195 12,195 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 15,236 1,805 8,322 10,127 Infiltration: Winter CFM: 111, Summer CFM: 59 7,538 1,167 1,300 2,467 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 2,176 2,176 System 2 2nd FI Load Totals: 37,312 3,372 24,453 27,825 Check Figures Supply CFM: 1,007 CFM Per Square ft.: 0.592 Square ft. of Room Area: 1,700 Square ft. Per Ton: 626 Volume (ft3) (Above Grade): 15,461 Volume (ft3) (Total): 15,462 System Loads Total Heating Required Including Ventilation Air: 37,312 Btuh 37.312 MBH Total Sensible Gain: 24,453 Btuh 88 % Total Latent Gain: 3,372 Btuh 12 % Total Cooling Required Including Ventilation Air: 27,825 Btuh 2.32 Tons (Based On Sensible + Latent) 2.72 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Page 10 System 1 1st F1 Bar Graph 10,000 8,000 6,000 System 1 1st FI Loss 4,000 34,216 Btuh 2,000 0 Floor 11% Glass 25% Ductwork 21% Wall 20% Door 1% Infiltration 22% 15,000 10,000 System 1 1st FI Gain 27,144 Btu h 5,000 0 is MT.. Floor 5% Glass 47% People 5% Infiltration 9% Wall 12% Door 1% Ductwork 14% AED Excursion 9% Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Pae 11 System 2 2nd FI Bar Graph —� 20,000 1 15,000 System 10,000 2 2nd FI Loss 37,312 Btu h 5,000 0 Roof 7% Glass 16% Ductwork 41% Wall 15% Door 1% Infiltration 20% 15,000 10,000 System 2 2nd FI Gain 27,825 Btuh 5,000 0 Roof 4% Glass 29% People 3% Infiltration 9% Wall 10% Door 0% Ductwork 36% AED Excursion 8% Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads ENte Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore NY 11706 _ Pae 12 Equipment Data - System 1 - 1st FI Cooling System Type: Standard Air Conditioner Outdoor Model: RA1748AJ2 Indoor Model: BV*"C7(6,9)48 Outdoor Manufacturer: RHEEM Indoor Manufacturer: ADP AHRI Reference No.: 10206468 Nominal Capacity: 48000 Adjusted Capacity: 48000 Adjusted Sensible Capacity: 36000 Adjusted Latent Capacity: 12000 Efficiency: 16 SEER Heating System Type: Natural Gas Furnace Model: W95TC1151524MSA Tradename: W EATHERKING Manufacturer: RHEEM SALES COMPANY, INC. Description: Natural Gas or Propane Furnace Capacity: 108000 Efficiency: 95 AFUE Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Page 13, Equipment Data - System 2 - 2nd FI Cooling System Type: Standard Air Conditioner Outdoor Model: RA1748AJ2 Indoor Model: BV`*C7(6,9)48 Outdoor Manufacturer: RHEEM Indoor Manufacturer: ADP AHRI Reference No.: 10206468 Nominal Capacity: 48000 Adjusted Capacity: 48000 Adjusted Sensible Capacity: 36000 Adjusted Latent Capacity: 12000 Efficiency: 16 SEER Heating System Type: Natural Gas Furnace Model: W95TC1151524MSA Tradename: WEATHERKING Manufacturer: RHEEM SALES COMPANY, INC. Description: Natural Gas or Propane Furnace Capacity: 108000 Efficiency: 95 AFUE Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore NY 11706 Pae 14 Manual S Performance Data - S stem 1 - 1st FI Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 23,578 Outdoor Wet Bulb: 71 Latent Gain: 3,566 Indoor Dry Bulb: 70 Total Gain: 27,144 Indoor RH: 50 Load SHR: 0.87 Supply Airflow: 960 Entering Dry Bulb: 70 Entering Wet Bulb: 58.4 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 34,216 Indoor Dry Bulb: 72 Entering Dry Bulb: 70.5 Indoor RH: 30 Supply Airflow: 436 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Model: RA1748AJ2+BV**C7(6,9)48, Nominal Capacity:48,000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36,000 23,578 153% Latent Capacity: 12,000 3,566 337% Total Capacity: 48,000 27,144 177% Heating: Model Type: Natural Gas Furnace, Model: W95TC1151524MSA, Nominal Capacity: 108,000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent Load of Load Heating Capacity: 108,000 34,216 316% Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Pae 15 Manual S Performance Data - System 2 - 2nd FI Loads and Design Conditions Cooling: Outdoor Dry Bulb: 90 Sensible Gain: 24,453 Outdoor Wet Bulb: 71 Latent Gain: 3,372 Indoor Dry Bulb: 70 Total Gain: 27,825 Indoor RH: 50 Load SHR: 0.88 Supply Airflow: 1,007 Entering Dry Bulb: 72.1 Entering Wet Bulb: 59.4 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 37,312 Indoor Dry Bulb: 72 Entering Dry Bulb: 67.8 Indoor RH: 30 Supply Airflow: 458 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Model: RA1748AJ2+BV**C7(6,9)48, Nominal Capacity:48,000, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 36,000 24,453 147% Latent Capacity: 12,000 3,372 356% Total Capacity: 48,000 27,825 173% Heating: Model Type: Natural Gas Furnace, Model: W95TC1151524MSA, Nominal Capacity: 108,000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent Load of Load Heating Capacity: 108,000 37,312 289% Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Say Shore NY 11706 Pae 16 FS- stem 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 12,000.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . 11,000 ... . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . / 10,000 .. .. . . .. .. . ... .. . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . 9,000... . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8,000 .... .. . . .. . ... . . . . .. . . . .. .. . . .. . . . . .. . . . . . . . . .. . . . .. . . . . . . . . . . .. .. . . . . . . . . . . . .. . . . .. . . .. . . 7,000 ... . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . c_ 6,000 . . . . . . . . . . . . . . . . . . .. . . . .. . . . ..... .. .... .. ... . .. 5,000— . .. . . . . . . . . . .. . . . . . . . . .. . . . . . . .. . . .. .. . . . . . . . . .. . . . . .. .. .... .. ......... ...... . . . . . . 3 4,000 . . .. . . . . .. . . .. . . . . ... 3,000 . .. . . . . .. . . ... ... .. .... .. . ... .. ...... ..... .... ...... .. ...... .. .... ..... 2,000 .. ...... .. ...... ........... ...... 1,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day �— 1 st Floor Foyer(611/4 —+f— 1 st R Bedroom#1 (589/4) —f— 1 st R Parlor/ W alkln/ Master Bath(45G/4 —�— 1 st R Great Room(581/4 —"�— 1st FI Kitchen(34°/4 —� 1st R Dining Room(341/41 1 st R Mudroom/ Pantry/ Powder Rm(309/4 Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore NY 11706 Page 17 System 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 13,000 .. .... ... . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... . . . .. .. .. . 12,000 .. .. . . .. . ... .... .. ..... .... .. . ... .. . . .. .. ...I .. ... . . . . . . .. . . . . .. .. .... .. .. . .. .. .. . .. . . . . . . . . 11,000 .. .. . . .. .. . . .. .... .. . .. .. . ... .. . . .. . .. . .. .. .... .. . .. .. .... ...... .. . 10,000 .. .. . .. . .. . . .. . . .. .. .. . .. .. . . .. .... ........ .. . . ..... .. .. . .. . ... .. ... .. . .. .. ... . . .. .... .. . ... .. 9,000 . . .. . . .. .. . . .. . ... .. . .. .. . ... .. . ... .. .. . ... .. . ..... .. .... .. .... .. ..... ... .. .. ... .. .... ... . .... 8,000 . . . . .. .. . ... .... .. . .. .. .. . . .. .. .. .. . .. ... ... . .. ... .. . ... .. .... .. ... ... .. ..... .. ... ... ...... .. 7,000 .. . . . . .. .. . . .. ... . .. . .. .. .. . . .. . .. . .. . .. . .. . ... .. . .. .. .... .. .... .. .... .. .. .. ... .. .. . ... .... .. .. _c 6,000 .. .. . . .. ... . .. . . .. .. . .. . . .. .. .. . . .. . .. . .. .. .... .. . .. .. . ... .. . ... .. ... . .. .. .. . .... . . .. .. . ... .... 5,000 .. .. . . .. .. .. .. . . .. . .... .. .. ...... ...... .. .... .. .......... 4,000 . . .. . . .. . . .. .. . . .. ......... ...... ... .. 3,000 .... ...... ...... ...... . .. ...... ........ ..... .... .................... .. ... 2,000---- - .. ........ ........... .... .. .... .. ...... .. .. 11,000 —.1 .. .....t... ...... ...... ...... ...... 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day �- 2nd Floor Master Suite(41 o/4 �— 2nd FI Living Room(341/4 —t— 2nd FI Open To Below(399/4 —�— 2nd FI Bedroom#3(379/4 — 2nd R Bedroom#4(25o/4 —� 2nd FI Laundry/ Bath#3(81/4 2nd FI Hallway(09/4 Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore NY 11706 Pae 16 Ns-tem 1, Zone 1 Summary Loads (Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain A .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 25.3 502 0 879 879 01 .32/.40: Glazing- 42 833 0 1,299 1,299 D .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 30.7 608 0 950 950 02 .32/.40: Glazing- 168 3,334 0 4,698 4,698 C .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 6.2 123 0 192 192 B .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 91.5 1,818 0 2,700 2,700 E .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 39 774 0 1,498 1,498 F.32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 21 417 0 498 498 Basic R5 door: Door-R5 Door 40 496 0 248 248 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1610.1 6,788 0 3,187 3,187 R30 2x10: Floor-Over enclosed crawl space, Custom, 1708.2 3,791 0 1,223 1,223 R30 2x10 Subtotals for structure: 19,484 0 17,372 17,372 People: 3 600 690 1,290 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 6,511 0 1,867 1,867 Infiltration:Winter CFM: 110, Summer CFM: 59 7,496 1,161 1,293 -2_,454 System 1, Zone 1 Load Totals: 33,491 11761 23,578 25,339 Check Figures Supply CFM: 1,074 CFM Per Square ft.: 0.629 Square ft. of Room Area: 1,708 Square ft. Per Ton: 746 Volume (ft3) (Above Grade): 15,374 Volume (ft3) (Total): 15,373 Zone Loads Total Heating Required: 33,491 Btuh 33.491 MBH Total Sensible Gain: 23,578 Btuh 93 % Total Latent Gain: 1,761 Btuh 7 % Total Cooling Required: 25,339 Btuh 2.11 Tons (Based On Sensible+ Latent) 2.29 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore NY 11706 Pq a 19 S stem 2, Zone 1 Summary Loads (Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain C .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 6.2 123 0 192 192 D .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 61.4 1,216 0 1,602 1,602 H .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 29.9 592 0 1,038 1,038 1 .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 44.2 878 0 1,534 1,534 02 .32/.40: Glazing- 84 1,667 0 1,470 1,470 G .32/.40: Glazing-.32/.40, u-value 0.32, SHGC 0.4 35.9 712 0 1,110 1,110 E .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 39 774 0 1,160 1,160 J .32/.40: Glazing-.32/ .40, u-value 0.32, SHGC 0.4 2.8 56 0 88 88 Basic R5 door: Door-R5 Door 20 248 0 124 124 R27 2x6:Wall-Frame, Custom, R27 Flash & Batt 2x6 1337.1 5,637 0 2,646 2,646 R49 Ceiling Joists: Roof/Ceiling-Roof Deck (roofing, 1700.2 2,635 0 1,231 1,231 wood, insulation) or SIP Panels Supported on Beams, Custom, My second example custom roof Subtotals for structure: 14,538 0 12,195 12,195 People: 2 400 460 860 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 13,112 0 5,961 5,961 Infiltration:Winter CFM: 111, Summer CFM: 59 7,538 1,167 1,300 2,467 System 2, Zone 1 Load Totals: 35,188 1,567 22,093 23,660 Check Figures Supply CFM: 1,007 CFM Per Square ft.: 0.592 Square ft. of Room Area: 1,700 Square ft. Per Ton: 788 Volume (ft3) (Above Grade): 15,461 Volume (ft3) (Total): 15,462 Zone Loads Total Heating Required: 35,188 Btuh 35.188 MBH Total Sensible Gain: 22,093 Btuh 93 % Total Latent Gain: 1,567 Btuh 7 % Total Cooling Required: 23,660 Btuh 1.97 Tons (Based On Sensible + Latent) 2.16 Tons (Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore NY 11706 Page 20 System 1, Zone 1 Bar Graph 10,000 8,000 System 6,000 1 , Zone 1 Loss 4,000 33,491 Btuh 2,000 0 Floor 11% Glass 25% Ductwork 19% Wall 20% Door 1% Infiltration 22% 15,000 10,000 System 1, Zone 1 Gain 25,339 5,000 Btuh 0 Floor 5% Glass 50% People 5% Infiltration 10% Wall 13% Door 1% Ductwork 7% AED Excursion 9% Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore NY 11706 Page 21 S stem 2, Zone 1 Bar Graph 15,000 10,000 System 2, Zone 1 Loss 35,188 5,000 Btu h 0 Roof 7% Glass 17% Ductwork 37% Wall 16% Door 1% Infiltration 21% 10,000 8,000 System 6,000 2, Zone 1 Gain 4,000 23,660 Btu h 2,000 0 Roof 5% Glass 35% People 4% Infiltration 10% Wall 11% Door 1% Ductwork 25% AED Excursion 9% Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Page 22 Detailed Room Loads - Room 1 - 1st Floor Foyer (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.8 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 1 Area: 202.0 sq.ft. Supply Air: 156 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.1 AC/hr Volume: 1,818 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 78 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 571 ft./min. Percent of Supply: 0 % Runout Air Velocity: 571 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.271 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NE-Wall-R27 2x6 12 X 9 66 0.068 4.2 278 2.0 0 131 SE-Wall-R27 2x6 5.9 X 9 40.6 0.068 4.2 171 2.0 0 80 NW-Wall-R27 2x6 8.4 X 9 63.1 0.068 4.2 266 2.0 0 125 SE-GIs-A .32/.40 shgc-0.4 0%S 12.7 0.320 19.8 251 38.4 0 487 NW-GIs-A .32/.40 shgc-0.4 0%S 12.7 0.320 19.8 251 30.9 0 392 NE-GIs-01 .32/.40 shgc-0.4 0%S 42 0.320 19.8 833 30.9 0 1,299 Floor-R30 2x10 12 X 16.8 202 0.040 2.2 448 0.7 0 145 Subtotals for Structure: 2,498 0 2,659 Infil.: Win.: 12.6, Sum.: 6.7 237 3.616 857 0.624 133 148 Ductwork: 810 271 AED Excursion: 342 - - - - - - -- Room Totals: 4,165 133 3,419 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore NY 11706 __page 23 Detailed Room Loads - Room 2 - 1 st FI Bedroom #1 Avera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.1 ft. System Number: 1 Room Width: 19.4 ft. Zone Number: 1 Area: 292.9 sq.ft. Supply Air: 182 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.1 AC/hr Volume: 2,636 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 91 CFM Percent of Supply.: 0 Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 462 ft./min. Percent of Supply: 0 Runout Air Velocity: 462 ft./min. Actual Winter Infil.: 18 CFM Actual Loss: 0.139 in.wg./100 ft. Actual Summer Infil.: 9 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-R27 2x6 19.4 X 9 90.8 0.068 4.2 383 2.0 0 180 SE-Wall-R27 2x6 2.6 X 9 23.2 0.068 4.2 98 2.0 0 46 NW-Wall-R27 2x6 15.1 X 9 105.1 0.068 4.2 443 2.0 0 208 NW-GIs-D .32/.40 shgc-0.4 0%S (2) 30.7 0.320 19.8 608 31.0 0 950 SW-GIs-02 .32/.40 shgc-0.4 85%S 84 0.320 19.8 1,667 17.5 0 1,470 Floor-R30 2x10 19.4 X 15.1 292.9 0.040 2.2 650 0.7 0 210 - - -- - Subtotals for Structure: 3,849 0 3,064 Infil.: Win.: 17.7, Sum.: 9.5 334 3.614 1,206 0.623 187 208 Ductwork: 1,220 316 AED Excursion: 398--...- - - Room Totals: 6,275 187 3,986 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Page 24 Detailed Room Loads - Room 3 - 1 st FI Parlor/ Walk-in /Master Bath (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.9 ft. System Number: 1 Room Width: 19.4 ft. Zone Number: 1 Area: 212.0 sq.ft. Supply Air: 107 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.4 AC/hr Volume: 1,908 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 107 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 544 ft./min. Percent of Supply: 0 % Runout Air Velocity: 544 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.191 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NE-Wall-R27 2x6 19.4 X 9 144.3 0.068 4.2 608 2.0 0 285 NW-Wall-R27 2x6 10.9 X 9 92 0.068 4.2 388 2.0 0 182 NW-GIs-C .32/.40 shgc-0.4 0%S 6.2 0.320 19.8 123 30.9 0 192 NE-GIs-B .32/.40 shgc-0.4 0%S (2) 30.5 0.320 19.8 606 31.0 0 944 Floor-R30 2x10 19.4 X 10.9 212 0.040 2.2 470 0.7 0 152 Subtotals for Structure: 2,195 0 1,755 Infil.: Win.: 14.5, Sum.: 7.8 273 3.615 987 0.623 153 170 Ductwork: 768 186 AED Excursion: 234 Room Totals: 3,950 153 2,345 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Pae 25 Detailed Room Loads - Room 4 - 1st Fl Great Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 365.0 sq.ft. Supply Air: 337 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.2 AC/hr Volume: 3,285 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Runout Air: 84 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 617 ft./min. Percent of Supply: 0 % Runout Air Velocity: 617 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.316 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity. Value HTM Loss HTM Gain Gain SW-Wall-R27 2x6 27 X 9 120 0.068 4.2 506 2.0 0 238 SW-GIs-E .32/.40 shgc-0.4 0%S (2) 39 0.320 19.8 774 38.4 0 1,498 SW-Gls-02 .32/.40 shgc-0.4 0%S 84 0.320 19.8 1,667 38.4 0 3,228 Floor-R30 2x10 365 X 1 365 0.040 2.2 810 0.7 0 261 Subtotals for Structure: 3,757 0 5,225 Infil.: Win.: 12.9, Sum.: 6.9 243 3.613 878 0.626 136 152 Ductwork: 1,119 585 AED Excursion: 738 People: 200 lat/per, 230 sen/per: 3 600 690 Room Totals: 5,754 736 7,391 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Say Shore,NY 11706 Page 26 Detailed Room Loads - Room 5 - 1st F1 Kitchen (Average Load Procedure General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 249.0 sq.ft. Supply Air: 61 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.6 AC/hr Volume: 2,241 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 61 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 450 ft./min. Percent of Supply: 0 % Runout Air Velocity: 450 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.169 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen CIg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S -Wall-R27 2x6 18.1 X 9 142.1 0.068 4.2 599 2.0 0 281 W -Wall-R27 2x6 2 X 9 18 0.068 4.2 76 2.0 0 36 S-GIs-F .32/.40 shgc-0.4 0%S 21 0.320 19.8 417 23.7 0 498 Floor-R30 2x10 249 X 1 249 0.040 2.2 553 0.7 0 178 Subtotals for Structure: 1,645 0 993 Infil.: Win.: 9.6, Sum.: 5.1 181 3.616 655 0.624 101 113 Ductwork: 555 107 AED Excursion: 135 Room Totals: 2,855 101 1,347 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore NY 11706 Page 27 Detailed Room Loads - Room 6 - 1st F/ Dining Room (Average Load Procedure jl General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 176.0 sq.ft. Supply Air: 83 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 1,584 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 83 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 608 ft./min. Percent of Supply: 0 Runout Air Velocity: 608 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.306 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item Area -U- Htg Sen Clg Lat Sen- Description Quantity Value HTM Loss HTM Gain Gain E -Wall-R27 2x6 22 X 9 182.8 0.068 4.2 770 2.0 0 362 N -Wall-R27 2x6 5.7 X 9 51 0.068 4.2 215 2.0 0 101 NE-Wall-R27 2x6 3.4 X 9 30.8 0.068 4.2 130 2.0 0 61 E -GIs-B .32/.40 shgc-0.4 0%S 15.2 0.320 19.8 303 43.9 0 670 Floor-1130 2x10 176 X 1 176 0.040 2.2 391 0.7 0 126 ---------- Subtotals for Structure: 1,809 0 1,320 Infil.: Win.: 14.9, Sum.: 8.0 280 3.614 1,011 0.622 157 174 Ductwork: 681 144 AED Excursion_: 182 Room Totals: 3,501 157 1,820 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore NY 11706 Page 28 Detailed Room Loads - Room 7- 1st F1 Mudroom /Pantry/Powder Rm (Average Load Procedure eneral Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 8.2 ft. System Number: 1 Room Width: 25.9 ft. Zone Number: 1 Area: 211.3 sq.ft. Supply Air: 149 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.7 AC/hr Volume: 1,902 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 74 CFM Percent of Supply.: 0 Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 546 ft./min. Percent of Supply: 0 Runout Air Velocity: 546 ft./min. Actual Winter Infil.: 28 CFM Actual Loss: 0.248 in.wg./100 ft. Actual Summer Infil.: 15 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity_ Value HTM Loss HTM in S -Wall-R27 2x6 25.9 X 9 187.1 0.068 4.2 789 2.0 0 M 370 E -Wall-R27 2x6 8.2 X 9 53.5 0.068 4.2 226 2.0 0 106 N -Wall-R27 2x6 24.4 X 9 199.8 0.068 4.2 842 2.0 0 395 E -Door-Basic R5 door 3 X 6.7 20 0.200 12.4 248 6.2 0 124 N -Door-Basic R5 door 3 X 6.7 20 0.200 12.4 248 6.2 0 124 S -GIs-B .32/.40 shgc-0.4 0%S (3) 45.7 0.320 19.8 909 23.7 0 1,086 Floor-R30 2x10 25.9 X 8.2 211.3 0.040 2.2 469 0.7 0 151 Subtotals for Structure: 3,731 0 2,356 Infil.: Win.: 28.0, Sum.: 15.0 526 3.615 1,902 0.623 294 328 Ductwork: 1,359 259 AED Excursion: 327 Room Totals: 6,992 294 3,270 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore NY 11706 Page 29 Detailed Room Loads - Room 8 - 2nd Floor Master Suite (Average Load Procedure General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 29.5 ft. System Number: 2 Room Width: 19.4 ft. Zone Number: 1 Area: 572.8 sq.ft. Supply Air: 401 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.7 AC/hr Volume: 5,155 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Runout Air: 100 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 511 ft./min. Percent of Supply: 0 % Runout Air Velocity: 511 ft./min. Actual Winter Infil.: 41 CFM Actual Loss: 0.168 in.wg./100 ft. Actual Summer Infil.: 22 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-R27 2x6 19.4 X 9 90.8 0.068 4.2 383 2.0 0 180 NE-Wall-1327 2x6 19.4 X 9 137.7 0.068 4.2 580 2.0 0 272 NW-Wall-R27 2x6 29.5 X 9 228.6 0.068 4.2 964 2.0 0 452 NW-GIs-C .32/.40 shgc-0.4 0%S 6.2 0.320 19.8 123 30.9 0 192 NW-GIs-D .32/.40 shgc-0.4 0%S (2) 30.7 0.320 19.8 608 31.0 0 950 NE-GIs-H .32/.40 shgc-0.4 0%S (2) 15 0.320 19.8 296 30.9 0 462 NE-GIs-I .32/.40 shgc-0.4 0%S 22.1 0.320 19.8 439 30.9 0 684 SW-GIs-02 .32/.40 shgc-0.4 85%S 84 0.320 19.8 1,667 17.5 0 1,470 UP-Roof-R49 Ceiling Joists 29.5 X 572.8 0.025 1.6 888 0.7 0 415 19.4 Subtotals for Structure: 5,948 0 5,077 Infil.: Win.:41.0, Sum.: 21.9 615 4.540 2,792 0.784 432 482 Ductwork: 5,191 2,375 AED Excursion: - --- _ - 867 Room Totals: 13,931 432 8,801 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Pae 30 Detailed Room Loads - Room 9 - 2nd F/ Living Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 18.3 ft. System Number: 2 Room Width: 14.3 ft. Zone Number: 1 Area: 261.2 sq.ft. Supply Air: 170 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 4.3 AC/hr Volume: 2,351 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 85 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 623 ft./min. Percent of Supply: 0 % Runout Air Velocity: 623 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.321 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg at Sen Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-R27 2x6 14.2 X 9 91.2 0.068 4.2 384 2.0 0 180 SW-GIs-H .32/.40 shgc-0.4 0%S (2) 15 0.320 19.8 296 38.5 0 576 SW-GIs-I .32/.40 shgc-0.4 0%S 22.1 0.320 19.8 439 38.4 0 850 UP-Roof-R49 Ceiling Joists 18.3 X 261.2 0.025 1.6 405 0.7 0 189 14.2 Subtotals for Structure: 1,524 0 1,795 Infil.: Win.: 8.6, Sum.: 4.6 128 4.538 582 0.780 90 100 Ductwork: 1,251 1,006 AED Excursion: 367 People:200 lat/per, 230 sen/per: 2400 460 - - - Room Totals: 3,357 490 3,728 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Page 31 Detailed Room Loads - Room 10 - 2nd FI Open To Below (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.3 ft. System Number: 2 Room Width: 12.0 ft. Zone Number: 1 Area: 160.0 sq.ft. Supply Air: 124 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.6 AC/hr Volume: 1,600 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 62 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 454 ft./min. Percent of Supply: 0 % Runout Air Velocity: 454 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.172 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SE-Wall-R27 2x6 2.4 X 10 24.2 0.068 4.2 102 2.0 0 48 NE-Wall-R27 2x6 12 X 10 84.1 0.068 4.2 355 2.0 0 166 NW-Wall-R27 2x6 5.9 X 10 59.2 0.068 4.2 249 2.0 0 117 NE-GIs-G .32/.40 shgc-0.4 0%S 35.9 0.320 19.8 712 30.9 0 1,110 UP-Roof-R49 Ceiling Joists 13.3 X 160 0.025 1.6 248 0.7 0 116 12 Subtotals for Structure: 1,666 0 1,557 Infil.: Win.: 13.6, Sum.: 7.3 203 4.539 923 0.782 143 159 Ductwork: 1,538 733 AED Excursion: 268 Room Totals: 4,127 143 2,717 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore NY 11706 Page 32 Detailed Room Loads - Room 11 - 2nd F/ Bedroom #3 Avera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 275.0 sq.ft. Supply Air: 137 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.3 AC/hr Volume: 2,475 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 69 CFM Percent of Supply.: 0 Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 503 ft./min. Percent of Supply: 0 % Runout Air Velocity: 503 ft./min. Actual Winter Infil.: 15 CFM Actual Loss: 0.211 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value MTM Loss HTM Gain Gain S -Wall-R27 2x6 10.5 X 9 75 0.068 4.2 316 2.0 0 148 W -Wall-R27 2x6 2 X 9 18 0.068 4.2 76 2.0 0 36 SW-Wall-R27 2x6 12.4 X 9 92.3 0.068 4.2 389 2.0 0 183 S -GIs-E .32/.40 shgc-0.4 27%S 19.5 0.320 19.8 387 21.1 0 411 SW-GIs-E .32/.40 shgc-0.4 0%S 19.5 0.320 19.8 387 38.4 0 749 UP-Roof-R49 Ceiling Joists 1 X 275 275 0.025 1.6 426 0.7 0 199 Subtotals for Structure: 1,981 0 1,726 Infil.: Win.: 15.0, Sum.: 8.0 224 4.540 1,018 0.785 158 176 Ductwork: 1,781 813 AED Excursion: 297 Room Totals: 4,780 158 3,011 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore NY 11706 Page 33 Detailed Room Loads - Room 12 - 2nd FI Bedroom #4 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 19.8 ft. System Number: 2 Room Width.- 11.5 ft. Zone Number: 1 Area: 227.1 sq.ft. Supply Air: 111 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.2 AC/hr Volume: 2,044 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 55 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 634 ft./min. Percent of Supply: 0 % Runout Air Velocity: 634 ft./min. Actual Winter Infil.: 19 CFM Actual Loss: 0.455 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S -Wall-R27 2x6 11.5 X 9 72.8 0.068 4.2 307 2.0 0 144 E -Wall-R27 2x6 19.8 X 9 177.8 0.068 4.2 749 2.0 0 352 S -GIs-D .32/.40 shgc-0.4 25%S (2) 30.7 0.320 19.8 608 21.2 0 652 UP-Roof-R49 Ceiling Joists 19.8 X 227.1 0.025 1.6 352 0.7 0 165 11.5 Subtotals for Structure: 2,016 0 1,313 Infil.: Win.: 18.8, Sum.: 10.0 281 4.540 1,277 0.782 198 220 Ductwork: 1,956 655 AED Excursion: 239 Room Totals: 5,249 198 2,427 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Page 34 Detailed Room Loads - Room 13 - 2nd Fl Laundry/Bath #3 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 122.0 sq.ft. Supply Air: 47 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 1,098 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 47 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 535 ft./min. Percent of Supply: 0 % Runout Air Velocity: 535 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.325 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E -Wall-R27 2x6 6 X 9 54 0.068 4.2 228 2.0 0 107 N -Wall-R27 2x6 10.2 X 9 92.2 0.068 4.2 389 2.0 0 183 NE-Wall-R27 2x6 2.9 X 9 23.4 0.068 4.2 99 2.0 0 46 NE-GIs-J .32/.40 shgc-0.4 0%S 2.8 0.320 19.8 56 31.1 0 88 UP-Roof-R49 Ceiling Joists 1 X 122 122 0.025 1.6 189 0.7 0 88 Subtotals for Structure: 961 0 512 Infil.: Win.: 11.5, Sum.: 6.2 173 4.539 783 0.783 121 135 Ductwork: 1,036 276 AED Excursion: 101 Room Totals: 2,780 121 1,024 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Pae 35 Detailed Room Loads - Room 14 - 2nd F/ Hallway (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 82.0 sq.ft. Supply Air: 18 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.4 AC/hr Volume: 738 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 18 CFM Percent of Supply.: 0 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 201 ft./min. Percent of Supply: 0 % Runout Air Velocity: 201 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.048 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E -Wall-R27 2x6 4 X 9 16 0.068 4.2 67 2.0 0 32 E -Door-Basic R5 door 3 X 6.7 20 0.200 12.4 248 6.2 0 124 UP-Roof-R49 Ceiling Joists 1 X 82 82 0.025 1.6 127 0.7 0 59 Subtotals for Structure: 442 0 215 Infil.: Win.: 2.4, Sum.: 1.3 36 4.528 163 0.778 25 28 Ductwork: 359 104 AED Excursion: _ 38 Room Totals: 964 25 385 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore NY 11706 Page 36 Room Cooling and Heating Loads Bar Graphs 1 st Floor Foyer 1 st FI Bedroom#1 Cooling 1 st FI Parlor/Walk-in/Master Bath 1 st FI Great Room 1 st FI Kitchen 1st FI Dining Room 1 st FI Mudroom/Pantry/Powder Rm 2nd Floor Master Suite I Heating 2nd FI Living Room 2nd FI Open To Below 0 5,000 10,000 15,000 Btuh Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Pa a 37 Room Cooling and Heating Loads Bar Graphs 2nd FI Bedroom#3 Cooling 2nd A Bedroom#4 2nd FI Laundry/Bath#3 A Heating 2nd FI Hallway 0 1,000 2,000 3,000 4,000 5,000 6,000 Btuh Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore NY 11706 Pae 38 Room Cooling Loads Bar Graphs 1 st Floor Foyer 1 st FI Bedroom#1 Sensible 1 st FI Parlor/Walk-in/Master Bath 1 st FI Great Room 1 st FI Kitchen 1st FI Dining Room 1 st FI Mudroom/Pantry/Powder Rm 2nd Floor Master Suite Latent 2nd A Living Room 2nd FI Open To Below 0 2,000 4,000 6,000 8,000 10,000 Btuh Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Page 39 Room Cooling Loads Bar Graphs 2nd FI Bedroom#3 Sensible 2nd FI Bedroom#4 2nd FI Laundry/Bath#3 Latent 2nd FI Hallway 0 1,000 2,000 3,000 4,000 Btuh Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore NY 11706 PNa40 40 System 1 Room Load Summary Htg Min Run Run CIg CIg Min Act Room Area Sens Htg Duct Duct Sens Lat CIg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 1st Floor Foyer 202 4,165 54 2-5 571 3,419 133 156 156 2 1 st FI Bedroom#1 293 6,275 82 2-6 462 3,986 187 182 182 3 1 st FI Parlor/ 212 3,950 51 1-6 544 2,345 153 107 107 Walk-in/Master Bath 4 1 st FI Great Room 365 5,754 75 4-5 617 7,391 736 337 337 5 1st FI Kitchen 249 2,855 37 1-5 450 1,347 101 61 61 6 1st FI Dining Room 176 3,501 46 1-5 608 1,820 157 83 83 7 1 st FI Mudroom/ 211 6,992 91 2-5 546 3,270 294 149 149 Pantry/ Powder Rm Duct Latent 1,177 Return Duct 725 0 628 System 1 total 1,708 34,2_16 436 23,578 3,566 1,074 1,074 System 1 Main Trunk Size: 12x16 in. Velocity: 806 ft./min Loss per 100 ft.: 0.098 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Sit Btuh Btuh Btuh Net Required: 2.26 87%/ 13% 23,578 3,566 27,144 Recommended: 2.62 75%/25% 23,578 7,859 31,437 Actual: 4.00 75%/25% 36,000 12,000 48,000 Equipment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: W95TC1151524MSA RA1748AJ2 Indoor Model: BV-'C7(6,9)48 Brand: W EATHERKING Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 108,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 12,000 Btuh AHRI Reference No.: n/a 10206468 Tuesday, March 16, 2021, 10:45 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Aberdeen Building Consulting Royalton Row Lot 6 Design C Bay Shore,NY 11706 Page 41 System 2 Room Load Summar Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 8 2nd Floor Master 573 13,931 181 4-6 511 8,801 432 401 401 Suite 9 2nd FI Living 261 3,357 44 2-5 623 3,728 490 170 170 Room 10 2nd FI Open To 160 4,127 54 2-5 454 2,717 143 124 124 Below 11 2nd FI Bedroom#3 275 4,780 62 2-5 503 3,011 158 137 137 12 2nd FI Bedroom#4 227 5,249 68 2-4 634 2,427 198 111 111 13 2nd FI Laundry/ 122 2,780 36 1-4 535 1,024 121 47 47 Bath#3 14 2nd FI Hallway 82 964 13 1-4 201 385 25 18 18 Duct Latent 1,176 Return Duct 2,124 2,360 629 System 2 total 1,700 37,312 458 24,453 3,372 1,007 1,007 System 2 Main Trunk Size: 12x15 in. Velocity: 805 ft./min Loss per 100 ft.: 0.101 in.wg Cooling System Summar Cooling Sensible/Latent Sensible Latent Total F- Tons Split Btuh Btuh Btuh Net Required: 2.32 88%/ 12% 24,453 3,372 27,825 Recommended: 2.72 75%/25% 24,453 8,151 32,604 Actual: 4.00 75%/25% 36,000 12,000 48,000 E u' ment Data Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: W95TC1151524MSA RA1748AJ2 Indoor Model: BV**C7(6,9)48 Brand: W EATHERKING Description: Natural Gas or Propane Furnace Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 108,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 48,000 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,000 Btuh Latent Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 12,000 Btuh AHRI Reference No.: n/a 10206468 Tuesday, March 16, 2021, 10:45 PM 6/15/22,3:20 PM Gmail-(no subject) Gmai I ' Dino Marra <dmarra02@gmail.com> (no subject) Dino Marra <dmarra02@gmail.com> Wed, Jun 15, 2022 at 3:15 PM To: dmarra02@gmail.com It i ti `q M, s , q ■ ✓ k r JU bUILLANU Jr r i. TOWN OF SOUTHOLD https://mail.google.com/mail/u/0/?ik=8dbe7676f4&view=pt&search=all&permmsgid=msg-f%3Al 735729409419474167&simpl=msg-f%3A17357294094... 1/1 6/15/22,3:21 PM�1t Gmail-(no subject) GmailDino Marra <dmarra02@gmail.com> (no subject) Dino Marra <dmarra02@gmail.com> Wed, Jun 15, 2022 at 3:16 PM To: dmarra02@gmaii.com 4 , i ■ i t ®�. kw\ https://mail.google.com/mail/u/0/?ik=8dbe7676f4&view=pt&search=all&permmsgid=msg-f%3Al 735729455143647675&si mpl=msg-f%3A 17357294551... 1/1 - ass 6/15/22,3:20 PM -7 I s t _�I< r ;i; t % � �x � ♦� ,fir https://mail.google.com/mail/u/0/?ik=8dbe7676f4&view=pt&search=all&permmsgid=msg-f%3A 1735729373260218762&simpl=msg-f%3A17357293732... 2/2 6/16/22, 1:28 PM /"&fU4. ( ` Gmail-(no subject) s, a•. L.A r Cj�tL.AI!V'l� https://mail.google.com/mail/u/0/?ik=8dbe7676f4&view=pt&search=al I&perm msg id=msg-f%3A 1735813005607979969&simpl=msg-f%3A 17358130056... 2/2 6/16/22, 1:27 PM �� 7 \ L[i'/ Gmail-(no subject) BUILDING C)t;p I. TOWN OF SOUTHOLC� r _ ��' ` •� 1. https://mail.google.com/mail/u/0/?ik=8dbe7676f4&view=pt&search=all&permthid=thread-f%3A 1735812989322855677&simpl=msg-f%3Al 7358129893... 2/2 51TE PLAN HATCH KEY: /) ow V� PROPOSED BUILDING ADDITION � Q N n PROPOSED ACCESSORY STRUCTURE UUL n, w J - PROPOSED 2ND STORY PUO YA Ll P�OVI:D AS NQT Q O J DATE: $P � LIL f J FE : FA(5E <E� : 0 FEE: ,-[- By:_ O NOTIFY BUILDING D.=FARTMENT AT a 18W 8AM TO 4PM FOR THE PROJECT LOCATION FOLLOWING INSPECTIONS; O—®O I ,®O 0 & SCOPE O I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE - NEW 2 STOR'*r WD. FRAA ED DNELL I NO WITH ATT�AGH D SITE PLAN & ZONING DATA 2. ROUGH - FRAMING & PLUMBING OAi�AOF_ AND GO\/FRED FORC H 3. INSULATION Q p 4. FINAL - CONSrfiUG?ION,MUST —O®� ,®O cr GENERAL NOTES w BE COMPLETE FC,,� C;0. J ENERGY TABLE -� op ALL CONSTRUCTIOf�i SHALL,MEET >_ REQUIREMENTS OF THE CODES OF NEW STRUCTURAL DESIGN CHARTS Z YORK STATE. NOT RESPONSIBLE FOR FROJ !Fr,T i ZONING tDATA _-- --- ------ ____-- -- --- --- _- _-- --------- _ - -� `� T4 - - - - � rIO DESIGN OR GONSTI3UCTION ERRORS, ,®® HOLDOWN, ANCHOR BOLT, TAX MAP # - _.._. . _. .1000-I 13-07-11.35 � Z �: d' STRAPPING, & NAILING DETAILS Q Z `� / ZONING DISTRICT A-C j U_ J N FASTENING SCHEDULE w (0 �� LOT AREA 0.7 ACRES COMPLY WITH ALL CODES Or , 2 0 _ _ - NEW YORK STATE & TOWN CODES 3�, / ��®®�.00 FRAMING GRAPHICS Q WETLANDS DISTRICT N N/A .. AS REQUIRED AND CONDITIONS OF �-2/ rl J O , I, BEAM CONNECTION PATTERNS 11-.00, / DEC DISTRICT iv N/A FIREBLOCKING DETAILS w_ m lnl r-n,,1,i rn eaia.nA;i��iF� i/ I SUFFOLK COUNTY HD APPROVAL R-21-0174 5 - - - - - -- --- --- ------- - ---------- - "' / PROPOSED FOUNDATION PLAN P w . HABITABLE SPACE I!� PROPOSED: � I � � I = J BASEMENT AREA -- ---- --- -- I FIRST FI_ooR AREA ( 02 .00 PROPOSED FIRST FLOOR PLAN Q DECK SECOND FLOOR AREA 1,662 S.F. I I 240 SF DECK / - - Q OCCUPANCY OR/ 0 TOTAL BEDROOM COUNT 5 " I O�.®0 --- - - - - -- - ---- -- --- -------- * .�; Y >: -- PROPOSED SECOND FLOOR PLAN USE IS UNLA ,,. WITHOUT VERTIFICATE .. , ..3, , % { i AI' 'AO FfF �C OF OCC AN , ,: .: rF. . , CY T r ; . ! PROPOSED EXTERIOR ELEVATIONS f3 9' LOT G4VERAGE - ---- --- - -- --- - f`A f p,C��1`/;r ti ''+' r:' 8' / l�t—2 O 2 .O O ,t,.;,.. - j PROPOSED EXTERIOR ELEVATIONS f r�� `j,,£fF`r DESCRIPTION (FOOTPRINT) AREA % LOT f f, PORCH COVERAGE f hp 5ci 5F rF+`j TOTAL LOT AREA I 6.0 S.F. I 32 41 � I � I r PRot=osED Bu1LDtNG A—JO I .00 BUILDING SECTIONS / I,167.0 S.F. 6.1`Yo 584.0 S.F. PROPOSED GARAGE I PROPOSED COVERED PORCH Sa.O S.F. 0.5% '4� D� PROPOSED DECKS 310.0 S.F. "�O2 .00 - ------ - - - - - ------ - - - - - - --- --------- RETAIN STORM WATER RUNOFF r o \� 1.0% BUILDING SECTIONS � - J I I PURSUANT TO CHAPTER 236 �oN�� 9Q / -- - - DESIGN DETAILS i` TOTAL AREA OF ALL STRUCTURES V 2150.0 S.F. OF THE TOWN CODE, MAXIMUM LOT COVERAGE ALLOWED - 20 % A-401 .00 DESIGN DETAILS - - o � I I I m __.,____..._..._..__..___..... _-__. ............. .. w L= 75.54j �o MAIN BUILDING �(1 ON LEAD CONTENT BEFORE �—bO.Oa � PLUMBER CERTIFICATION �` �/� of PAVING 1 �� I O .®O PROPOSED STRUCTURAL PLANS ------ -------- ' - -- -- -- - CERTIFICATEDFCCCUPANCY REau1RED PROPOSED COMPLIES / I SOLDER USED IN WATER ELECTRICAL -- - - -- ---� - - - -- - - W I FRONT YARD 40.0' I 61.1' YES - ' Ili � .. t - - - SUPPLY SYSTEM CANNOT INSPECT10Iv! REQUIRED o ' SIDE YARD 15.0' 44.8' EXCEED 2/10 OF 1/ LEAD. �` / \\ �N IBJ- — I O2 OO PROPOSED STRUCTURAL PLANS o BOTH SIDE YARDS 55.0' O 11.5 i YES I �2 PROJECT: REAR YARD 51.8' II YES --- -- 'rflu S FLP.C�"�I3Q�h'^RraUim:D ,®O PROPOSED STRUCTURAL PLANS ROYALTO N ROW LOT p:L�..PLUf4�pINr�a"�J,1STE 6 DESIGN C TE TING-BEFOF(E GO'�E�IIJG, F- 10 1 .00 DWV/ WATER SUPPLY RISER COX NECK ROAD DO NOT PROCEED WITH GAS RISER MATTITUCK, NY 11952 FRAMING UNTIL SURVEYS OF FOUNDATION LOCATION 1 HAS E3EE�°J APPROVED. ---- -- -- -- -- ------ DRAWING TITLE: �..,. \.\>.,. .,<^::\:'r,0.:�t`�c'.S:'rx:"3 i`<��.:.3':'�m ;0.:.�^..EFi'P�%xo. ,F u..v��\\m\\�"e O� ��.,, PROJECT LOCATION SITE FLAN OC TION & SCOPE is I II ,\\. SCALE: I -O = 20'-C" SITE PLAN & ZONING DATA „ „ TA „ „ A exterior „ e for : . lighting . „ , n t s 1I to . . .: .,.. rel a ` R� a> a3.. „ MI.1St provide � o id�. lVlanu I 4>:r Manuals repaired ed s aIt ., of PAGE: P P conform �x. „ " , to Cha .�` t D n 172 NYS Ener Code of t Town Cod. SU5JEGT Fi�OFEfi�TG-OOA 000Y „ DATE: 04/06/21 1 0 F 16 L 1 \\"..>. L ..:. �a r \ T er a.�Ion ,., a. r d n required :> d d > ork S SITE LAYOUT NOTES. I reARCHITECT'S • S PAN 8 15 ��` �� .� ,. I. THIS IS ANITE L ,�� LICENSED SUBJECT TO VERIFICATIONBY A x THE INFORMATION SURVEYOR. .t .b ON THIS SITE PLAN IS TO THE REPRESENTEDL e ARCHITECTS BEST OF KNOWLEDGE. ..... .,, ,�..>, .. „ - _:. ..\ � „ .,. „ 2. SURVEY INFORMATION NAS OBTAINED . .,. :,. ..;v:•i.,x.x` .. ..1031. .. � �_ \: v. ` FROM A SURVEY DATED SEPT. 17 2020 AND PREPARED BY: „ , 1 PETER A. GROBEN �.: , .,. .� ... ,,.,,.,�:�.,..,, �,iNV LAND SURVEYOR P.O. BOX 704 RIDGE, NY Ilabl _ '°F" ..-•.'¢ ° TELEPHONE: (651) 841-4750 LOCATION MAF SCALE: NTS CARPENTRY WOOD FRAMING MATERIAL STANDARDS __ __-_-__ _-_-___-_______ -__-_-__ _-_______ __ _______ -- - _ _ -___ - _ --- - -- _ _ FOUNDATION, CONCRETE ftND MASONRY -"- NOTES SPEC I G?�TI ON5 OTHERWISE NOTED.1. ALL LUMBER BE DOUGLAS FIR LARCH #2 BETTER (Fb - 875) UNLESS OF A Y MATERITHE PROVISIONSA OR METHOD OF CONSTRUCTION NOTF TH15 STANDARD ARE NOT DPE SPECIFICALLY THE USE 1.APPLIES TO�HE NEW WORK ENG PERFORMED ANDRS TO VERIF',(ALL DIMENSIONS OF ISHALL FOUNDATION NATE THE ��' ` �I �I o `� PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING -- _ __ __ SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF - - ---_-- - - -- - -- - ----------- --- -- -- IT IS THE T ALL TIMES. I RESPONSIBILITY TO KEEP THIS RESPONSIBILITY DOCUMENT BINDER 2, ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED I _ -�I --- -"-" -"-------- -' _ - -- - - -I'I Q TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BOARD - --- -- - -- K - - �I KIPS (1000 LBS) SPECIFICATIONS,AND BE FAMILIARIZED INITH THE PLANS PRIOR'rO WORK GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. II BD. - - - -- Q BASE FLOOD ELEVATION II MANU 5PEG.s MANUFACTURERS SPECIFICATIONS 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT - 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL BFE W PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD _ 'I - - -- 1 ---_- - lf - ___ - -- -- -- ------I J " - -- --- ---'1 - GENERAL I5 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, A5 3. SOIL TO HAVE MIN. B�ARIVG CAPACITY OF (I) TON/50. FT., U.O.N. ,i BLDG. BUILDING IMAX. MAXIMUM 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE APPLICABLE AS A DERIVED WORK). -- - _-_ 4. FOOTINGS TO REST A MIN OF 4-O BELOW GRADE, UNLE55 IBM - BEAM - - - - - _ _ l _-_ _ - -- Q APPLICABLE BUILDING DEPARTMENT. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED MECH. _ ---JI MEGHANIGAL - -- _ J' EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, I -- - - - -- � 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. B.O. BOTTOM OF PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, - - MIN. MINIMUM AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD TRUSSES GYPSUM HARDBOARD AND STRUCTURAL 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS, U.O.N. 1 � - _ ___ _---,, -- --------- -- - --_ --.-- - -- -- _ -__ .-- = I 0 ALL DIMENSIONS, CONDITIONS, A 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN 5TRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. FLOORS, RDFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING ' BOT. II BOTTOM I NAVD88 ,�NORTH AMERICAN VERTICAL DATUM OF 1988 lI 6. NO BACK FILL SHALL BE �LAGED AGAINST FOUNDATION WALLS - -- -- - --- __ --- _ J • RULES SPECIFIED IN 1.1 THROUGH 1.8. _ - - _ _- - -- - - -- --_ __ -_-- ---_- UNTIL I TIER OF FRAMING 15 IN PLACE. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, B.O.W. BOTTOM OF WALL NYC BG I NEW YORK CITY BUILDING GODS Ix AND AUTHORITIES HAYING JURISDICTION. U.O.N. LI. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, - = "_ '' - - - - __ --_---- __---- -- w G.J. I CEILING JOIST JI O.G. J'ON CENTER i 0 INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7 FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWING5. - -- 4. ALL UNNOTED OR NON-VISIBLE EA5EMI=NT5 ARE THE RESPONSIBILITY 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2 BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY _ -------- - --- ------------ -- a. OF THE OHNER/BUILDER WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE 8. ALL OPENINGS FOR BEAN POCKETS, UTILITIES, ETC. TO BE FILLED !DBL. II DOUBLE 1 OCG. �I OCCUPANCY >- MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE SOLID WITH CONCRETE. „_- _-.--____ _ _-___ _ - I - _- - 1 - -- _-_ - --_ --- ----------------- e>. --------- - -- z 5. ANY OM155IONS OR DISCREPANCIES OF PLANS AND/OR JOB GONDITION5 GRADEMARK SHALL INCLUDE AN EA51LY D15TINGUISHABLE MARK OR DFE l!DE51ON FLOOD ELEVATION PBFE II PRELIMINARY BASE FLOOD ELEVATION SHALL BE CLARIFIED WITH THE ARCHITEC:T/ENGINEER BEFORE PROCEEDING OD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 4. ANCHOR BOLTS SHALL BE IN AGG•ORDANGE WITH PAGE G-003. - - __ j�=- -.-_--- - - -- =_-_Ii _ _-_---_ii _- ____ _-,__ ------ ___ _____; 0 4. ALL WO 1 DIM. I DIMENSION lI P. GONG. POURED CONCRETE WITH THE WORK. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-44. P.T. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 i - ,I - - - ---:- - --_ -- .- - -- -_- -_-- --_ ----_- - ____ - --_,_,I - __ ----------- __ -_ _-_ -__ __ ---___ --- _ _ F- 1 DAY5 OF 4 000 P.S.I. U.O.N. 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET ! D.J. - - - - - I DECK JOISTS I PL. PLATE Q Q UNLE55 APPROVED BY THE ARGHITECT/ENGINEER. ON PAGE 0-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALL5 AND THE PROVISIONS OF ANSI/ALTO A 14o.I STRUCTURAL GLUED LAMINATED ___J: - -- - --, - - __ -� ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLAN5 TIMBERS. 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH 1 EA. `EACH I�PLYWD. (PLYWOOD l 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER -- -_{ _-_ --__ _ _ ____- - - - - - - , J - -- __=-- BEFORE THE START OF FRAMING APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED I ELEV. ;1 ELEVATION P T. PRE55URE TREATED ! - 12. COPPER FLASH ALL JOIN!5 WHERE SLAB ABUTS FRAMING. - - _ --- - _ - _ - - ___1L_ __-_ __ -_! _ 00 WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 _ - - - - - T - -- 8. DRY HELLS AS REQUIRED BY STATE AND LOCAL CODES. 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. 5TANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING EQUIP. EQUIPMENT f REQ'D 'REQUIRED 1 M 0 STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS 13. BRICK VENEER 0 BE ANCHORED WITH CORRO51ON RE515TANT TIES - I _ _ ___ _ . - - - -__- -_ -- - _ - -1- ` - _ - J =_- -__ -- - - ___ _----_ - -- ZCD NAILING AS PER FA5TENING 50HEDULE ON PAGE 5-003 AND GLUED, U.O.N. (1) WALL TIE; PER (3) 5Q. FT. ! EXIST. i.I EXISTING J[- ,'1 RISER J Tq 'r'I 4. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE - - - - - --- - -- -- ---- -- ---- - -_--- ----- -- -- __--__ __--- _-_- ------------ ___--- O 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 10. oWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, APPROVED EQUAL. EVALUATION REPORT. EXT. 1 EXTERIOR I RM. FROOM � Z � 4 CERTIFICATES, CERT. OF OCCUPANCY OF: COMPLETION AND U.L. APPROVAL MAX. 32'-0' O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. ___ ____ __--_ _ __ - _- -- -- - -_ . - - ---- _ ---=I -_._-__- Q Z T-i 4 RA COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 1 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT I. . STRUCTURAL I F.A.I. JI FRESH AIR INTAKE ILR.R. I ROOF RAFTER � N 15. APPLY (i) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF - - - - -- ___ _=- ---_- ----------r---- -- --- - - -_- _- -<===J W 'J D w CD AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN A5TM M5456 STANDARD SPECIFICATION FOR EVALUATION OF FROM FOOT,NG TO 2 ABOVE FINISH GRADE. FAR I FLOOR AREA RATIO II 5TL. 'STEEL PERMISSION FROM THE ARCHITECT. LO it X-i STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE _ _ _ _ ___ -_- __ --_ _ _-_ _- _ 14. PROVIDE 'X' GRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS Ib. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES _°__-- - - EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS F A.V. FRESH AIR VENT S V SMART VENT ~ 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERV15ION OF THE WORK AND IS OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITEGT/ENGINEER. NO ---- _ _ - - _ "-__l _--_ - _-,. ____ ___ -_- - - -__ -----_ ---- _- 0 Q SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. - - - - - -- ---- --- - -JI O CONCRETE SHALL BE PLACED ON FROZEN SURFACES. r- -_ - _ 1 - RESPONSIBLE FOR DE51ON INTENT ONLY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE FF FINISHED FLOOR (`TBD TO BE DETERMINED-- - - __-- - - -Ji 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. G-003. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE I FF ELEV. ]�FIRST FLOOR ELEVATION II W 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED - - -- - 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY - - - - ----_ ___ -- _ - m SEs REASONABLY GLEAN AT ALL16 ARY SET FORTH INUAN51/TP��NATIONAL DESIGN PUOR METAL PLATE ARCHITECT/ ENGINEER. TEMP GL. NEGESSLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE A5 I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND F.J. FLOOR JOISTS TRK. �11 THICK T P D GLASS �I 4 CONTRACTOR SHALL KEEP PREM I . THE TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, - -__ I - - - - _ ---_ - - - -__-__-__ _"___ __ - WHERE EVER APPLICABLE. - ---- - -- - -�� - _- _ __ -___ - _ -- - -- - - -- 0 BROOM CLEAN. MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 5-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. I FRGE I FLOOD RE515TANT CONSTRUCTION ELEVATION T.O.W. -- - ]if TOP-OF WALL - - II W F�- 1.b. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEPPROJECTINGINDICATED, EACH FOUNDATION OOTINOS FOUNDATION WALL E A 0 15. THE CONTRACTOR SHALL CARRY WOP.KMANS GOMPENSAI ION AN GENERAL 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST As PER CODE. MEET THE PROVISIONS OF ASTM G36 SPEGIFIGATION FOR GYPSUM FR I FRAME Tr - TREAD _ _-__ _ _ J GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK ------ -" -- - --------- --- - - LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES WALLBOARD, A5TM 03.7 SPECIFICATION FOR GYPSUM LATH, OR A5TM G•74 U J FLOOR SHALL NEVER EXCEED A Ib" SPAN. CONCRETE SLABS TO HAVE bxb l0/10 WELDED WIRE REINFORCING. FRPR. �l FIREPROOF TYP. TYPICAL AND ORDINANCES. SPECIFICATION FOR GYPSUM SHEATHING BOARD. ---- __ _ - _-_--_---. _- ----- --- - _ --___- ___ . ____ 1, a - - -- 11 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED GYP. BD. I GYPSUM BOARD II U.O.N. - J UNLE55 OTHERWI5E NOTED - , Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF _ I."E. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL -__ __,_ I-- _ _- . ___ -_- - T- AS PER PAGE G 003. AS IN SOLID 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib' WIDE x 8' -- "-- - -.... 11 -------- -- --- _- - -"- _-" --- - I ` 1 1 I'll. THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF COMPLETION OF PROJECT. 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. H.D. [HOLD DOWN II V.I.F. 1f VERIFY IN FIELD DEEP 8 3'-O" BELOW GRADE. - -- -_ -- - -- __ _ _ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD HDR HEADER - I W/ - - (WIT _ _-- .�. " I.8 STRUCTURAL PANELS: I II =__ _ --- - - __ . ARCTREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 296 COPPER ASPHALT ROOFING SHINGLES - -------- - ----------- -� --- --------------- --- -_ OINEER, AND THEIR AGENTS AND FROM AGAINST ALL CLAIMS, DAMAGES, L055)=S AND EXPE�SE5,5NGL DINGNp HNGR HANGER I WD. WOOD METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING - - - - l 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL _ - _ _-- L - - -- - - - -_ -_- - - --- -------- - -." _---J ..�,„,1�- � A55OR55 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, SHINGLES OR APPROVED EQUAL. - -- --- ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE f i il CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER INSUL. 1 INSULATION !ZR 1f ZONING RESOLUTION 'I ` � THE WORK PROVIDED THAT ANY 5UGH CLAIM, DAMAGE, LOSS OR EXPENSE (A) S: HANGERS NAILS SCREWS FLASHING ANCHOR BOLTS VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND o # ----- - ,_ - --_- - =--- - - - - _-- -__ ___ -_ __-__- -I MANUFACTURER SUCH A 2. SHINGLES SHALL BE APPLIED OVER 15 BUILDING FELT, UNLESS OTHERWISE - - I5 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY NOTED. ALSO, CON7RAC OR5 OPTION TO APPLY GAF-WEATHER-WATCH ICE INT. II INTERIOR INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL I' - - - _ -- - -- --- - - - - -- -- -- - =-___:-_ - =I - - ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY A. TRUSS JOIST MGMILLIAN 1.4E MIGROLAM 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF EMPLOYED BY ANY OF THEM, OR ANYONE FOR NH05E AC,T5 ANY OF THEM MAY B. GEORGIA PACIFIC 2.OE G-P LAM 1.8.2. ORIENTED-STRAND BOARD (055), HAFERBOARD ORIENTED-5TRAD CONSTRUCTION. II l -- ---- -- --- - -- --- -- .- - BE LIABLE REGARDLESS OF WHETHER OD'R NOT IT I5 CAUSED IN PART BY A PSL (PARALLEL STRAND LUMBER) DENOTES: BOAROR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET �IC�, PARTY INDEMNIFIED HEREUNDER. THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY I VSULA7I 0I � � F I �ESTRAT 101 � REOU I RE�EEN75 1 I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING _ - - - I �_ - _ ALL TO BE INSTALLED AS PER MANU. 5PEG.s SPECIFICATIONS. I A. TRU55 JOIST McMILLIAN 2.0E PARALLAM 4. ROOF N.� 5 TO BE APPLIED IN STRICT AGGORDA G T MANUFACTURERS PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT BUT NOT LIMITED TO FORM-WORK, BLOOK-WORK, FRAMING, NAILING, PLACING APPLICABLE CODE EVALUATION REPORTS. 5. NAILING OF ROOFING SHALL BE TO CODE. 11 i STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR _ 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR PROPOSED DES I C N GODS PRESGRI PTI�/E �,4LUE TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN55, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, i AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL b. CORRO51ON RE515TANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE I I RAWIGs COMPONENT APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE D CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY PERMITTED i GOMPL I ECJ ; I AND 5PECIFIOATION5 WILL NOT BE PERMITTED WITHOUT WRITTEN REQUIREMENTS As SET FORTH IN THE MANUFACTURER'S GORE VALUE CITATION (PER 2020 NYSEGGG) 1'I 1 I AUTHORIZATION OF THE ARCH ITEOVENGINEER. EVALUATION REPORT. # o I 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL 7. PROVIDE (2) LAYERS OF 15 ASPHALT BUILDING FELT UNDERLAYMENT FOR -- __ - _ _ _____ __ _ - _ I NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. N07GHE5 IN THE 2:12 PITCHES TO 4:12 PI i CHES - - -_-_--- _ - - -II--_--- 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN05 OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS NEEDED, UNLE55 OTHERWISE 5PEGIFIED. .ALL DIMENSIONS AND CONDITIONS _ U-VALUE = 0.25 MAX. UVALUE - 0.32 II PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVI510N5 OF ANSI/AHA AI44.1 CELLULOSIC 5. ASPHALT 5HINrvLE5 SHALL E'er TESTED TO DETERMINE THE RESISTANCE OF FENESTRATION U-VALUE I MAX. AIR LEAKAGE = 0.30 CFM/5F YES EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G208 STANDARD SPECIFICATION FOR THE SEAL ANT TO UPLIFT FORGES USING ASTM D b38I. AIR LEAKAGE = 0.30 GFM/SF ,I IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. - I P - 4 II 20. CONTRACTOR TO REMOVE RELOCATE AS REQUIRED ALL EXISTING WORK HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. - --_ --- _ -- - -- -- -------- E O $ TABLE E R402 1 4 CLIMATE ZONE WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DING USED IN GYPSUM WALL BOARD I R-49 SPRAY FOAM INSULATION II I II 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. ;n S S CEILING R-VALUE MIN. R-VALUE = 4�i if I I I I 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S I. GYPSU WALL BOARD Y TEP15 SHALL BE OF A TAPE JOINT AND JOINT 7" THICK (R-7/INGH) or R-49 BATT JI PER TABLE-8402.1.2 - CLIMATE ZONE 4 YES MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I COMPOUND METHOD. - SPECIFICATIONS, UNLE55 NOTED OTHERWISE. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL i `-`- - ' " - - : ------------------ -------"- - - ----------------------[--------- - - - -- HOLES SHALL NOT EXCEED 4095 OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS A5 SET FORTH IN APPLICABLE GODS EVALUATION 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND CEILING, UNLE55 I R-27 TOTAL: 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO TE EDGE OF THE STUD. REPORTS. OTHERWISE NOTED. WATER R.E 515TANT (W.RJ AT BATHROOMS AND WHERE EXTERIOR (2"xb") WOOD R-14 SPRAY FOAM INSULATION I,MIN. R-VALUE = 20 (CAVITY) NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. DEEMED APPLICABLE. ;I FRAME WALL R-VALUE 2" THICK (R=7/INGH) I PER TABLE R402.1.2 - CLIMATE ZONE 4 YES 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL it R-13 BATT INSULATION -- -I; -- - - - I j UNAUTHORIZED USE UNDER FEDERAL LAA BY THE ARCHITECTURAL WORKS 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. 3. 5/8", ONE HOUR. RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS - - - - " - - - - _-!-----------------------j --- = ' COPYRIGHT PROTECTION ACT OF 1440 (AHCPA), WHICH HA5 SEVERE PENALTIES. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, - CO 1 (WHER_ APPLICABLE)LIC.ABLC-) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET :I R-30 BATT INSULATION; SPRAY MIN R-VALUE = IQ ! I FLOOR R-VALUE NOTES, AND TABLES ON PAGE 0-003 8 G-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND IN EACH DIRECTION BEYOND THC UNIT(S). AL50 AT HEAT PRODUCING FOAM ® RIM JOIST II PER TABLE 8402.1.2 - CLIMATE ZONE 4 I ! SPECIFIES THE REOV NAILING FOR THE 5HEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL ;I_ _ - _---__ I -.__., I_ - _ ___ __ - _ I-- Y-= _li CODES AND REFERENCE STANDARD SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. COMPLIANCE STATEMENT: H STATE BUILDING CODE, 2020 NEW YORK, STATE RE5IDENTIA_ CODE, 200 SHEARHALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 4 MANU. SPEC.'s). A5ME 818.2.1 SQUARE AND HEX BOLTS AND 5GREW5 (INCH SERIES). 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDGE5 SHALL BE Z NEW YORK STATE PROPERTY MAINTENANCE GODS, AND 2020 NEW , 20 TO THE BEST OF MY KNOWLEDGE, BELIEF, AND I-ROFE55IONAL JUDGMENT, THESE PLANS AND 5PECIFICATION5 ARE IN w I I HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. 2 STATE ENERGY CONSERVATION GONSTR'JGTION CODE. 2.2.3. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. II 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 26. COLUMN BEARING A5 FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN v WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, 5. METAL CORNER BEAD TO BE U5ED ON ALL OUTSIDE CORNERS AND AROUND ------r-------- -- !------ --- ----_I - --- TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ALL OPENINGS. > ' CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION uj I• - (AFdPA) AMERICAN WOOD COUNCIL (AHC:). SECURE w/ (2) 1/2 0 ANCHOR BOLTS (4 LONG EXPANSION BOLTS ® 2.2.4. METAL GONNEGTORS WHERE METAL PLATE OR STRAPPING SIZE AND 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003. w WALL w/ STEEL SHIMS 8 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATIONREPORTS. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE EXIST. WALLS d 12 LONG HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY PLUMBING GORE. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. IV' GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). MEETEREQUIREMENTSTHE GOVERNING BUI DING CODE AND ANY - _ ___-- - -__ _----.-------- ---_ ---- - -- --------------. ______-___ . a GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL PLUMBING THE OF L I. GONTRAGT08 SHALL INSTALL WATER SUPP Y ' 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE ADDITIONALREQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S L , DRAIN, WASTE, AND VENT (DWV) ii_---- - - --------"-"" " "- "-- ---- ;� MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ SYSTEMS TO NY5 PLUMBING CODE AND NY5 DEC REGULATIONS. TABLE 8501 .1 CODE EVALUATION REPORTS. CLIMATIC $ OEOORAPHIG DESIGN CRITERIA S. ALL ELECTRICAL HORK SHALL CONFORM TO 201.7 NATIONAL ELECTRIC U.O.N. WITRHDTOP CAPSL® STEEL COLUMNS TO BE MIN.Y4" DENT NPLATE 8o LONG STANDARD 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. !I ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS `---__-_-______-----_---_------_-- _____ -_.__-._-_-_-. ___ ,_ _. PROJECT: CODE, NFPA -10 AND 2020 NEW YORK STATE ENERGY CONSERVATION s 2.2.5.SPECIFICATION FOR DRIVEN FASTENERS: NAILS,iSPIKES, AND STAPLES. I _ GROUND SNOW LOAD 25 LBS w/ 6 RISE 8 w/ 2 �4 DOORS THROUGH CENTER LINE OF VERTICAL G5 2.2b. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES AND AT BASE OF VERTICAL WASTE PIPES. -- �/ ALLOWABLE - -------- -- - - RO i ALTON ROW CONSTRUCTION GODS. SET 6 DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 0-003. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL GRANGES IN DIRECTION I; -- -.- GLASS WIDOWS ADDDEFLECTION __ __ GENERAL WIND PROTECTION CONNECTION NOTES: I. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE - BA51G WIND SPEED 130 MPH AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE USE 4" CAST IRON THROUGH STRUCTURAL MEMBER - ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL RAFTERS HAVING SLOPES GREATER THEN 3/12 I LOT 6 DESIGN C 2. GEA55 DOORS AND WINDOWS SRALL NOT BE INSTALLED UNTIL PROPER MANUFACTURER'S GODS EVALUATION REPORTS. FOOT. CONSTRUCTION;55TD 10-44 AND 2018 SBC HIGH WIND EDITION WOOD FRAME ' EXPOSURE CATEGORY CLEARANCES ARE PROVIDED. T O D P TG D T 8 PER L/180 i _ I CONSTRUCTION 5. GENERAL TRAP AND NA57E 51ZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: -"-----_-." --------- -- ___ .-_- -- I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 - DI5H WASHER.........................................2" W/ NO FINISHED CEILING ATTACHED TO RAFTERS _ SEISMIC DESIGN CATEGORY I 5. - KITCHEN SINK........................................2" II - - ------ - ------ -------- -------- ------I - - ------ - - FLOORS, 5TUD5 AND ROOF FRAMING SHALL BE PROVIDED. V41THIIN le)"101F FISHED DOORS, SHALL BE OF INSULATED TEMPERED GLASS,D WOODSGREWS (INCH SERIES). - AVAT RY....... " !INTERIOR WALLS 6 PARTITIONS J' I 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT UNLE55 OTHERWISE NOTED. MECHANICAL CONNECTIONS: - SHOWER/TUB........................................2� I H/180- WEATHERING - i SEVERE I COX NECK ROAD INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 4. ALL GLAS5 UN175 SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 1. ALL MECHANICAL CONNECTIONS SPECIFIED A5 'SIMPSON" MAY BE - TOILET........................................................3" FLOORS 8 PLASTERED CEILINGS L/360 1 ' 1 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MANUFACTURERS SPEGIFIGATIONS. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - LAUNDRY .................................................2" __- - __- - -- _ _ - -- - ! - - -- - _ _ FROST EINE DEPTH I 3'-O" MATTITUCK, NY 11952 M - FLOOR DRAIN. ALL OTHER STRUCTURAL MEMBERS L/240 ----- -- -ti -- ------ -- - 3. METAL PLATES, CONNECTORS, 5GREHS, BOLTS AND NAILS EXP05ED 3" ......................................... 1 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORRO51ON IN COASTAL 5. ALL WINDOW5 TO BE CAULKED AND SEALED AS PER NEW YORK STATE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED _ ! TERMITE- -- - MODERATE TO HEAVY (III ENERGY CONSERVATION CONSTRUCTION GORE. BY "SIMPSON" MANUFACTURER. b. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4 EXTERIOR WAELS w/ PLASTER OR STUCCO FINISH H/360 �-- DRAWING TITLE: _ AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. THROUGH ROOF. ICE BARRIER REQUIRED YE5 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES IiI j I. - GENERAL NOTES 4. WHERE HINDOH5 AND DOORS INTERRPT WOOD STRUCTURAL PANEL ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL "1. PROVIDE FR05T-PROOF H05E BIBS WITH EASILY ACCESSIBLE DRAIN b 1:-__.____---_. - __. - - - - -- ------- - - -- -- -- --- EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/24oENERGY TABLE SHEATHING AND SIDING, FRAMING Ai'�GHORS OR CONNECTORS SHALL BE LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY DRAIN GOOKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW I PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL LOADING VALUES ARE LE55 THAN WHAT I5 SPECIFIED BY 'SIMPSON" PROTECTION. - -- AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF 5UGH UNITS. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES! L/120 STRUCTURAL DESIGN CHARTS 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED L --- -_ - . __ - _ . . _ ! _ __ -_1 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051N6 WITH BACK FLOH PROTECTION. 8. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 RAFTERS EXCEPT HHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER ___ LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 4. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL RAFTERS. 4. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH HEALTH DEPARTMENT STANDARDS AND REGULATIONS. '! ANOTHER WINDOW MANUFACTURER, IT Is THE RESPONSIBILITY OF THE b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER STRUCTURAL DE510N LOADS I! PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. CONTRACTOR TO VERIFY THAT THE GHARAGTERISTIGS OF THE WINDOW MATCH SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR - -__--_-_ ______._ _.___.__ _ - - _ -_-_--_;I G I, THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE TO CONGEALMENT OF PLUMBING. DEAD LOAD 7. FLOOR TO FLOOR BOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY USE LIVE LOAD GHARAGTERISTIGS ARE A5 FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY NO NOTCHING AND BORING O- STRUCTURAL MEMBERS SHALL BE PERMITTED -- - - 'I G-0 02% I6 WITHIN 4 OF EXTERIOR CORNERS. REQUIREMENTS. MUM tj e ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS ARCHITECT II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. __ _ __ -----.-_ _ - 8 TO THE FOUNDATION W TH ANCHOR E:OLTS HAVING A MI BOLSILL PLATE To FOUNDATION ANCHORAGE; SILL PLATE SHALL BT DIAMETER ANCHORED 10. WINDOWS IN TUB/SROWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE 8 HANGER SHA BE ALLOWED TO BE SUBST TUTED W TALL CONNECTORS 5PEr,IFIEP AS A "SIMPSON" TOP � ATTO MOUNTED D BEAM NOR ANY POTENTIAL DAMAGE THEREOF. II EXTERIOR BALCONIES 40 psf I 15 psf 1, OF J" AND 3"x3"x�" HA5HERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE TEMPERED GLASS. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. - 40 psf 15 psf ELECTRI GAL: DECKS I PROVIDED WITHIN b TO 12 INCHES Or EACH END OF EACH PLATE. ANCHOR I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM I' DATE: 04/06/21 2 OF 16 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN GONGRETE/MASONRY II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. INSULATION TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE 'I FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS AS PER PLAN AND AT SPACING NOT EXCEEDING 4' ON CENTER. MISSILE TEST OF ASTM E1446 AND ASTM EI886 AS MODIFIED BY 2020 NY5 BG FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ENERGY CONSERVATION .ON�TRUGTION CODE. II 50 psf GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITR FOIL FACED P 55ANGER VEHICLE G GES SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET FOIL TO BE PLACED TOWARD HARM SIDE. 2. GONTRAOTCR WILL FURNI5H A FIRE UNDERWRITERS CERTIFICATE UPON ATTICS WITHOT STORAGE (MAX CLEAR HOT < 42") ! 10 psf 15 psf SITE WORK THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR it ATTICS WITH STORAGE (MAX CLEAR HOT > 42') -- I' I✓ sf 11 ✓ '- -- ------ i! I I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR ANSI/DASMA 115. 2. PROVIDE 2 R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION N Y OTE #II ABOVE WOOD STRUCTURAL PANELS WITH WALLS FROM 6' BELOW GRADE 70 :24" BELCH GRADE IF DESIRED BY SMOKE DETECTORS, lid GOhIFORMANGE WITH NFPA 72: P p DISCREPA G 5 AN ALTERNATIVE To TRACTOR OR OW R. CARE SHOULD BE TAKEN NOT TO DAMAGE _ - - -- -- ---- _-'' '. ' 2. VERIFY ALL GIVEN DATA ON DRAWINCaS. IF THERE ISA 12. A L CONTRACTOR NE L GENERALLY, VERIFY Oaf: PROVIDE BARD WIRED i, " A THICKNESS OF NOT LESS THAN AND A SPAN OF NOT MORE THAN 8' 5HALL FOUNDATION WATERPROOFING. ROOMS OTHER THAN SLEEPING ROOMS I 40 psf I 15 psf �, RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. �" SMOKE DETECTORS wJ BATTERY BACK-UP IN: BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND - - - ; ---- ---------- ----- ------. �'.; p p _.T 3. EXCAVATE AND BACK FILL FOR WORE: INDICATED ON DRAWNGS' 30 sf I5 sf '�,° STOCKPILE TOP501L OBTAINED FROM 57RIPPING DRIVEWAY AND BUILDING PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 4 R-3o FOR FLAT CEILINGS - ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: SLEEPING ROOMS SITE. STOCKPILE ALL EXCAVATED MATERIALS. - B. OUT5IDE OF EACH SEPARATE SLEEPING - I r ,k;f ?` . .A PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE 8.25 R-30G FOR VAULTED AND CATHEDRAL CEILINGS 1' r • � , 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT - 3.5 R-13 FOR 2x4 WALE CONSTRUCTION I STAIRS 40 sf 15 psf •' " t' 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, 7REE CORROSION-RE515TANT BUILDING.-R515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED - 525" R-21 FOR FLOORS CONSTRUCTION THEE BEDROO S (GENERALLY TIHE ALLWAY) II - II p--- ---' ----_.--- s I" ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. G. EVERY LEVEL OF Dt^IELLING 1 GUARDRAILS AND HANDRAILS i 200 psf p F' 15 sf trw ;` ..• �� -- 5. PROTECT TREES WITHIN EIGHT FEET Or THE BUILDING. (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETC.) -- - - , °� `a " 11 1 12 sf FOR ATTIC `- {-;--'-v--r - �� p F1 ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf I5 psf FOR CATH. ' () � �'tid MECHANICAL, FUEL GAS: 1 „' � � -- --- ---___ --_' '1 r ALL STRUCTURAL DESIGN CONSIDERATIONS ARE J I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE - - - - -- - - ------------ --- -- - NYS MECHANICAL CODE AND FUEL GAS GORE A5CE -I-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHERNSTRUGTURE5) TYf= OL_AN LING �� /STRAN0 REGU I RE1�ENTS FOR HOEDOWN DETAILS - - .--- _ _ -=_-- - -- -- -- ---- --__—-- -- _- --- -- - I l� I I,� I /� I FASTEN I NO SCHEDULE A Q ALL HARDWARE TO BE INSTALLED A5 PER MANU. SPEG.'s;MANUFACTURER 1�FL I FT, SHEAR, $ LATERAL Y�l1 I�lD RES STA (f.,E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p 5UB571TUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, Lit AND ROUGH OPEN I NO FRAMING REQUIREMENTS) J "ALL STRAPPING TO BE V4."x 20 0AU6E** -- "SIMPSON" EQUIVALENT - C520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE *USE IOd NAILS IF 57RAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Q ------ 11 _ __---_ - ----- - HOLIDOWN 'A' HOLDOWN S' DESCRIPTION FASTENER SPEC.TI FASTENER p CONNECTION A AND QUANTITY SPACING ,J FOR OUNDATIONST ry ROOF i$ GE I L I NO FRAM I NO I.DIM's ARE ALL MIN.M's BASED ON USE OF ONLY A Ibd - -- ----------- --- ----- ENDWALL �ry 211 COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP-PLATE (TOE-NAIL) - -_ - - �I -- _ - -- --- - - _- 0 ENDWALL - `" AT RAFTER TO RIDGE - ------------------ --- --- SEE PAGE G-003 PER RAFTER (3) 2X FULL (3) 2x FULL CORNER STUD 2.WOOD 15 ASSUMED TO BE DF, 2 d BTR. IN DRY USE 1 >_ HEIGHT 5TUD CORNER STUD HEIGHT STUD r ti GONNEGTION: R.R. �_ l CEILING JOIST TO TOP PLATE (TOE-NAIL) li SEE PAGE G-003 - PER JOIST - I Z CONNECTED TO �°"" ~•.., 2" SERVICE CONNECTED TO 5.SHOULD THE D IN USE SENT A l TRANSFER SHEAR "SIMPSON" HDQB TRANSFER SHEAR ' `' FOR STRAP - 3 8 dGOMMON �� • • • • _ ISEDURINNOrIT�I INSTALLATION) PREIBORE THENAILGEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) ii----SEE PAGE 5-003 EACH LAP Ij = 2-Ibd COMMON • • • • �+ F' 2-I6d COMMON H�OGOATNONS NOTED NAILS ® b" O.G. it NAILS EA. END OF STRAP. - -- ---- - - - • • • • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED 7 I NAILS ® b O.G. d ON PLANS ! l0' O.G. IF BLOCKED ,..............•' GEILIN6 J015T LAPS OVER PARTITIONS (FACE-NAIL) I. 9-Ibd COMMON EACH LAP Q p 10 O.G. IF BLOCKED /'ice CORNER POST `^ ._ FOR ROOF SLOPES UNDER 5:12 WITH G.J. G.TIES �" • • 5.5EE SECTION 6 FOR ANY REa'T TO CLINCH THE NAILS(TO - - - - - ----- - ------ ----- -- --- -- --- - ---- --- - -------------------', CORNER POST '' `�`'~• ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TOA 90° ANGLE,5EE COLLAR TIE TO RAFTER (PAGE-NAIL) I SEE PAGE 6-003 PER TIE ! W ••....................... GRAPHIC BELOW) ..I " " 1 USE 4 B d COMMON NAILS ® - - - SIMPSON HDQB j 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY J HOEDOWN ANCHOR ® EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END 00 SECTION 12.4-PLACEMENT OF NAILS E SPIKES $ TABLE > C) 1 SLOPES OF 5:12 AND GREATER. OR 4-I. -- - - --- --- - -- -- - - - - - - ---- - ---- -- -- --- -- - Z C� LOCATIONS NOTED ', ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON i' EACH END J rI CONNECTION BI B2 - - --- - - --- 1' Q >-; � I AT RAFTER TO TOP PLATE TO STUD WALL FRAMING ! " CONNECTION: .. -� HOEDOWN INSTALLATION OPTIONS: _ _ -- - - -- -__ -___ _- _-----_----------- -_ _ Z N • TOP PLATE TO TOP PLATE FA E- 2-Ibd COMMON �Z........ -- (FACE-NAIL) - NAIL) --- - -- - M-- - - ---'' LL f FOR NEW P. GONG. FOUND.'s FOR 57RAP - 8 dGOMMON NAILS ® 1 x rl PER FOOT HOLDOWN CAST IN PLACE w/7/5"0 THREADED ROD EA. END OF STRAP: \ --- --- - -- - f- � LA sEE WHEN IN TOWN OF 15LIF OR NAILING I TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON -J015T'5 - EA. SIDE 0 Q FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s f /5"� THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO /� • • NOS GEOMETRY EXCEEDS THAT PERMITTED IN -- - -- --- - - - ---- ----- J • • MAX. NAILING GRID ABOVE UTILIZE \ • • STUD TO STUD (PAGE-NAIL) I 2-I6d COMMON 24" O.C. CONCRETE w/ "SIMP50N" SET(HIGH STRENGTH EPDXY t ~ .E31 ! , ILu ADHESIVE), 6 FOR TEMP.'s O°F-40°F USE "SIMPSON" AT SIMPSON # H2A (OR EQUAL) RAFTER TIE ....... ~~y~�~~ ~ ----- ----- -� ------- 11 � FOR TOENAILING - 3 8 d COMMON NAILS .............. - ----- - -- -- a( --------- ---- --- ------ -- ----- (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (PAGE-NAIL) Ibd COMMON I6 O.G. ALONG ED6E511 FOR EXIST. /NEW G.M.U. (GONG. BLOCK) (~) USE SAME .: ~ ~- • FOR G.J. TO R.R. - �I I6 d COMMON NAILS TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER 5 TUD FILL TOP 2 COURSES SOLID CAST IN PLACE HOEDOWN ~ y • 2-I6d COMMON ',2 PER FOOT THREADED ROD Lu CONNECTION REauIREMENTs FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST I FOR EA. PLATE TO STUD ABOVE OR BELOW ENDJOIST, or BLOCKING (FACE-NAIL) - - Z J APPLICABLE) --- TRG.J. TO G.J. GO NNE6TION: - U J RAISED C.J.'s WHEN HOLDOWN C, HOLDOWN D _� 16_d COMMON NAILS O G.J. TO G.J. d COMMON NAILS FLOOR FRAMINO Q FOR NEW 6 EXIST. CONNECTION Cl G2 • JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL)I 4-ad COMMON PER .HOIST " FOUNDATIONS FOR NEWLY POURED FOUNDATION a ONE STORY ONLY I • (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END "s HEIGHT 57UD CORNER STUD %•• - � I� �` - CONNECTED TO I BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END TRANSFER SHEAR ;''r _ _ °slMPsoN' HDaa (3) 2x FULL ° I AT STUD TO FLOOR ASSEMBLY _ . HOLDOWN ANCHOR ® � • �� ""' ".. TO STUD CONNECTION: BLOCKING TO SILL or - TOP PLATE (TOE-NAIL) 2-I6d COMMON T STUD --- i ° � - 5-1(d COMMON I EACH BLOCK Ii NAILS a 6 O.G. b ( f _ _ LOCATIONS NOTED l0" O.G. IF BLOCKED • t ~� I d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) -- - - -II - - I• `J ' NAILS ® EA. END OF STRAP 3-I6d COMMON EACH JOIST ON PLANS � �I •�,�CORNER POST II �I o I � , FOR STRAP - 3 8 � --- ------ �- ---- ------ ---- --�---------------------I JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON 1 PER JOIST ! O STUD ABOVE 4 OR -- -- -- -- - -- -- - - --_ - f-. I I FOR EA PLATE T _ -- - - - -'-- - - - ----- --- 2-Ibd COMMON j % ° BELOW - 2 16 d COMMON NAILS D 3-I6d COMMON I PER JOIST NAILS ® 6 O. I ' ...._.........._.._......_. :. _ �: C .' BAND JOIST TO JOIST (END NAIL) I 1 I �I ••-..•. BAND JOIST TO SILL or TOP PLATE (TOE NAIL) 2-I6d COMMON I (I PER FOOT I' -- I, � ,I I • I L II ROOF SHEATHINO ---- - ----- - STRUCTURAL PANELS: -- --- - -� Ili INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD "SIMPSON" 5THM14RJ CONNECTION DI l$ D2 BLOD INC, PERIMETER EDGE ZONE g li ad COMMON 6" EDGE / 6" FIELD HOEDOWN INSTALLATION OPTIONS: I'' ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ ad COMMON 4" O.G. UP TO 01 RAKE OVERHANG FOR NEW P. GONG. FOUND.'s ( .......• • - -- -- -- ----- HOLDOWN CAST IN PLACE w/'I/8"� THREADED ROD GE I L I NO SHEATH I NO • AT 5TUD TO FLOOR ASSEMBLY TO SILL j FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s CONCRETE w/ 51MP50N' SET (HIGH STRENGTH EPDXY J �� PLATE(S) CONNECTION: D2 - "1/8"� THREADED ROD (PRE-DRILLED) EMBEDDED 12 INTO I � -- _ - -- --- --- ---- ----- I/2" MIN. FROM ! I GYPSUM WALLBOARD 5d COOLERS -i" EDGE / 10" FIELD EMP.'s o°F-40°F USE 'SIMPSON' AT CORNER I FOR STRAP - 3 8 d COMMON NAILS ® EA. o ° - - - -- --- --- _ _ ADHESIVE), 8 FOR T _ - - - - -- --- -- (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR - --- - - i • END OF STRAP (WRAP STRAP UNDER SILL PL-) i ---- - --- SPECIFIED ON DI ` 1 WALL SHEATHINO - - FOR EXIST. / NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID b CAST IN PLACE HOEDOWN *, ° FOR EA. PLATE TO STUD ABOVE $ OR BELOW -- _2 _16_ d COMMON NAILS I STRUCTURAL PANELS---- ---- --- -- -- ad COMMON jlr -6" EDGE / 12" FIELD w/'7/8"� THREADED ROD ••••, I i ---- - - -- 1 J �.. 1 ALTERNATE CONFIOURATION - ABOVE STUD TO I GYPSUM WALLBOARD 5d COOLERS I 7" EDGE / 10" FIELD N FLOOR CONNECTION w/ # LPT4 51MP50N (OR _ .'':._ .STRAP w/(3) _ _ -- - -f - - - -- JI z bd___ _ ~........~..... M~..~. OF NAILSTRAP TOS - --- --- - ---- - -- - - - _ NAIL l�d0/STRAFE I N0 W I NDOW/DOOR HEADER STANDARD/ALTERNATE EQUaL) � PLATFORM TO SILL PLATESLu EA.JOIST (FOP USE FLOOR SHEATH I NO (SUBFLOOR) 2 NOTATION: 5IMP50N H2.5A) STRUCTURAL PANELS: A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2018 WFGM, TABLE 3."f,P. 1501) CONNECTION E ........... I or LESS: --- - ---- - - - - - _.. B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.235, P. 2011) "'" i ad COMMON 6" EDGE / 12" FIELD w M ............_ • --- - -- - - G - NUMBER OF FULL HEIGHT KING STUDS a EA. SIDE OF HEADER (201a WFGM,TABLE 3.230,P. 2012; - IOd COMMON -- -- _--- _—_..--- GREATER THAN I": - 6' EDGE / 12 FIELD r f r -1I D - NUMBER OALTERNAF I6d AS NAIILLS,END NAILED THROUGH ADJACENT KIN& STUD TO END OF HEADER a EA. SIDE �..•-_::" .-'~ ° I - NAILING REQUIREMENTS ARE BASED ON --_--,li ' - w LD WALL SHEATHING NAILED 6 O.G. AT THE PANEL EDGE. A AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING I5 REDUCED.(2018 WFGM, TABLE 3.7,P. Oct)1501) / 1 E - NUMBER OF JACK STUDS a EA. END OF HEADER (20195 WFGM, TABLE 3.22F,P. 2895) i G F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) a EA. SIDE PLATES) CONNECTION FOR EXAMPLE, I WALL SHEATHING E NAILED 3" O.G. AT THE PANEL EDGE A OBTAIN HIGHER � SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE 1DOUBLED, OR DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.95, P. 1011) ` SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHA ( LL BE USED TO MAINTAIN THE LOAD PATH. III " •~ 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: NAILS SHALL BE PERMITTED To BE REDUCED TO 1-I6D NAIL PER FOOT. "~'~ FOR STRAP - 3 8 d COMMON NAILS a EA. I i - s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH ""•-•••....� Li END OF STRAP (WRAP STRAP UNDER SILL PL.) 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REOUIREMEMf5 SHALL BE ROYALTON ROW FP�STEN I NC SCHEDULE B -~-•......~ ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS USED. F ... . (IN ACCORDANCE WITH WOOD FRAME GONSTRUGTION MANUAL 2018 EDITION) ~' ••. FOR EA. PLATE TO STUD ABOVE $ OR BELOW - _2_ _16_ d COMMON NAILS LOT 6 DESIGN C I 'I - i NO ............. A I _ v ROUGH A B C D E -- ,' OPNG -_ COX NECK ROAD I �I :21-011 0„ 2 MATTITUCK, NY 11952 4'-0" 4 I 2 2 2 2 - GABLE ENDWALL - Sf=L I G 1 NO OF TOS FLAT BRAG I NO/STRAFF I NO DRAWING TITLE_: _ --- b-o 5 I 3 3 3 3 1 (B) - REQUIRES SILL PLATES OF 2 x95 (MIN.) - _- SPLICE - - BLOCKING 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, PROVIDE (2) 2 x10 HDR (MIN.) U.O.N. 4• LESS PROVIDE TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLOCKING® I2' O.C. STRAPPING & NAILING DETAILS 4 TOP PLATE SPLICE REQUIREMENTS 4'-0' O.G. TO AGHEIVE RAKE O.H. TOP PLATE I 8 0 17 j 2 3 4 I' LENGTH FOR WIND - EXPOSURES B$G - FOR WIND - EXPOSURES B8G - I FASTENING SCHEDULE ALL OTHER GASES ONE STORY SLAB ON ORADE ROOF BUILDING MINIMUM Si�LIGE'�'` BUILDING MINIMUM SPLICE'�a` DIMENSION (FT.) LENGTH (FT.) DIMENSION (FTJ LENGTH (FT.) TYP. STRAP w/(3) PAGE: ad NAILS EA. END 121-0113-O OF EA. STRAP ANO+�OR BOLT SFEG I F I GAT ONS 201-011 01- _ " 4'-O" ATTIC 3 O /3'-9' Ib OU-0030", jl • 20'-O" 4'-O"/5'-O' 20-O" BLOCKING 2 BAYS i 6"-I2" SPECIFICATION (2018 WFGM TABLES 3.2A 3.2B, P. 15'7-160) BACK® 4=o O.G. CORNER 34" _ 24-o" 4'-O"/5'-O 241-0116'-O -- -__ DATE: 04/06/21 3 OF 16 GONDITION FOR ALL STRUGTURES: 5/a"0 ANCHOR BOLTS a 301" O.G. 28' I I N I - SECOND FLOOR (� 56 NOTES: I.TABULATED SPLICE LEN6THS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U51NO 2-I6d NAILS PER FOOT.FOR SHORTER SPLICELENOTHS " 11 BLOCKING 2 BAYS -' C , • END w/ 3 SQUARE WASHERS AND END NUT SETUP PRO,>BULA7ED SPTHE IILIGE LENGTHS A505UME A BUILDIN6L 5FACIN5 SHALL BE REDUCED IN OLOGATED RDER TO 40'-O" b'-O"/10'-O" 40'=0° BACK® 4'-O" O.G. °, I. MIN. 7 EMBEDMENT INTO CONCRETE C.. .." = 15' EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL -- ------- --- TYP. STRAP w/(3) /" !_r: ,✓ ' +`T 2.T 50-O 10-O'/12 -b' 50 O 13-0 CONDITION IN EXPOSURE B ' TOP TWO COURSES 50LID ad NAILS EA. END a_ HEIGHTS FOR OTHER WALL HEI5HT5,H,THE TABULATED UNIT t_ '_I - , I6 FIRST FLOOR EA. STRAP ry 3.TABULATED SPLICE LENGTHS ARE BASED ON a FOOT WALL 60'-0 12-O /15-O" 60-O It 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/a, OR REPLACED BY HOLD DOWNS FOR SHEARWALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-O" 14'-0" 70'-O" la'-O" j PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR Pix p 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): a0'-O" I6'-O" 80'-O" 22'-0" FROM ENDS AND CORNERS (TWO a CORNERS) a'WALL- 1.125 (SEE DIAGRAM TO LEFT) 10'WALL - 1.25 BLOCKING 2 BAYS "s'r•' 12'WALL- 1.5 THIS COLUMN w/MULTIPLIER BACK® 4'-O" O.G. 4. COORDINATE W HOLDOWN LOCATIONS FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL M I SGELLANEOUS FRAM I NC GRAPH GS CONTINUOUS BUILT-UF C I RD RS, B OR tvIORE SUFFORTS F I RESLOGK 1 NO FOR FL ATFORM J^OOD FRAM I NO �- (THAT EXCEED FRAMING STANDARDS IT IS REO'D FOR FRAMER TO HAVE A V Q WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOKTION PATTERN SCHEDULE III , GONNEG (FOR ENO I NEERED LUMBER Do. WOOD I-JOI STS] SEE MANU. SPEC. s FOR ADDITIONAL INFO.) Q � ASSEMBLY REQUIREMENTS: W AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GORE) BETWEEN I/b IIII b I/4 OFA WHEN GIRDERS MADE UP OF JOISTS NAILED ' CONNECTION DESCRIPTION TOGETHER 51DE BY SIDE ARE CONTINUOUS OVER J PATTERN I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES THREE OR MORE SUPPORTS, JOINTS ARE TO BE NON-LOAD AD ARING WALL OFFSET�FROM SUPPORT IIA (2)ROWS IOd NAILS m 12"O.C. MAX.52" LOGATE>a' BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. Q THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST TUDS STUD B (5)Rows lod NAILS o 12"o.C" SUPPORT NO TWO ADJOINING JOISTS, NOR MORE f SERVES AS FIRESLOPPING. 0 - P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE SUBFLOOR II - ,� I n I ! I (2)ROWS I/2" m BOLTS m 12"O.G.5TA66ERED; JOINTED ON THE SAME 51DE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE —� DBL.m ENDS_ BUILT UP GIRDER P MAX.32' Nr11LING: j PLATE SERVE A5 FIRESTOPPIN6. J G - - it TWO-PIECE SUBFLOOR SOLE PLATE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE TWO PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRESTOPPING. SOLE PLATE D (2)ROWS I/2" m BOLTS m Ib"O.G. j' , SIDE WITH IOd NAILS TWO NEAR EACH D 0 (2)ROWS I/2 A BOLTS•24 O.G. EN OF ,I '� II 'I III ! ! , ',i, BETWEEN I/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE j''I j I, _ ji;-1` h 3 5. FIRE5TOPPING SHALL BE 2 INCHES OF WOOD BLOCKING 0• (2)ROW5 5-5/5"TRU5SLOGK SCREWS m 12"O.G. 4 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL ;I,' OR OF NONCOM-BUSTIBLE FILL. F r ! SCREWED ON I 5IDE OF MEMBER 5- :J O - LINE OR BIRDERS ARE TO BE NAILED O EACH I, - - L FROM Z II u I (2)ROWS 5-5/b°TRUSSLOGK SCREWS m Ib"O.C. SIDE W IDB NAILS, TWO NEAR -- b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE / L N A EACH END OF EACH '16 I � i I' - SGREWED ON(I)SIDE of MEMBER AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOIST O?HERS STAG - _ GERED w DISTANCE O AD GE F32 , I „ - - H (2)ROWS 3-5/8"TRU55LOGK SCREWS m 24 0.0. BETWEEN NAILS IN A HORIZONTAL LINE. I, JOISTS SERVE AS FIRESTOPPING. F- 1 ' - F R ---- SCREWED ON I SIDE O MEMBER ' I z MAXIMUM OFFSET (2)ROWS 5"TRU55LOCK SCREWS 0 12"O.G. -- JOIST 11 THREE-PIECE _ i I-= 'I I I� - - 1 _ - 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q Q NAILS ON EA. 51DE W/ TWO NEAR EA. END OF EA. I i'i, IIII U 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS JOIST DEPTH,d J BUILT UP 61RDER MAX.52' THREE-PIE-CE GIRDERS ARE TO BE NAILED W 20d SCREWED ON BOTH SIDE OF MEMBER p I MATCHED SIZE OF BLOCKING 4 III jQQ Ij 'iil J SERVE AS FIRE5TOPPIN6. W (2)ROW5 5"TRU55LOCK 5GREW5 m Ib"O.G. { UNDER NON-LOAD SEARIN FIR ESTOPPIN6 AND K SCREWED oN BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 'I 1 ..J PARTITIONS ® 32" O.G. BLOCKING OTHERS STAGGERED W A DISTANCE OF NOT MORE P 11111 ' I„ ,!I 3 8. THE HEADER SERVES AS FIRE-5TOPPIN6.STUD I V0J00 L `(2)ROWS 5"TRU55LOGK SCREWS o 24"O.G. ! BETWEEN I/6 � I ; j�I ,, I..-_ I i 1 j I i I i ,I i � DOUBLE PLATE SCREII ON BOTH 51DE OF MEMBER e V4 of A THAN 32' BETWEEN NAILS IN A HORIZONTAL LINE. (, q q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL O 1 - BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO z C4 P, FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS I IO III STRINGER TO SERVE AS FIRESTOPPIN6. "J r'I CEILING BRACING NOTE 6 GANTI LE:�ERED FLOOR I.BEAMS # HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED I _- I II r•! 0 OABLE ENDWALL a CONNECTION ITC ONS E CONNECTION WHEN 10'PATTERN 'LARGER OR SMALLER P FOR THE THREE-PIECE GIRDER. iI 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR Z �- �. FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH STUD 2.WHEN 5e ZHIN6 OR NAILING FROM BOTH 51DE5 OF MEMBER- FOUR-PIECE ?,NGHO :IF:G: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL I Qz � OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER GIRDERS ARE TO BE SECURELY ANCHORED TO0`— (USE I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH J N SOLE PLATE 2"x4" CONTINUOUS GABLE END MA50l, PIER5, NAILED TO WOOD POSTS OR P FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF W Cfl SUBFLOOR4, SSS THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 LATERAL BRACE m b' O.G. BOLTED r0 STEEL COLUMNS.BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE r LO LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED 0 Q JOIST , (2) lOd NAILS TRUSS OR — ---- AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL H J O G.J. �/� I PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON �I /L I I 1�Imo" FA` 7ER}�IS FOR SIDE LOADED 5EAI - IS (I o . FLUSH BEAMS> NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 10)8d I `lJ� J� I�tl../ I i� I �l 1� J� -LOCATIONS REQUIRUN6 FIRESTOPPING- AS FIRESTOPPIN6. W NAILS III FIRE- FIRE- WOODFIRESTOPPIN6' FIRE5TOPPIN6 STOPPING STOPPING FIRE- FIRE- FASTENING RECOMMENDATIONS FOR 51DE-LOADED, 5TOPPIN6 STOPPING soLE E-PIECE MEMBERS W MULTIPL - - I-- JOIST r NAILED' BOLTED' = J 2"x4" BLOCK NAILED TO EA.BRACE 2 ROWS Ibd 5 ROWS 16d 2 ROMV 2 ROW514" 2 ROWSY," BLOCKING w/(4) IOd NAILS COMMON coMMox BOLrs•24^ BOLTS BOLTS VERTICAL m 12"O.C. m 12"O.G.• o.G.sTA56Et¢Eo' m 12"O.G. m b"O.G. ISI COVERING IS APPLIED FIRESTOPPIN6 WHEN STRAP - -- - - - _ - _-- TO UNDERSIDE OF Q STUD 2(10)08d LS TWO ROWS 12"O.C. THREE ROW5 12"O.C. JOISTS GYPSUM BOARD DOUBLE PLATE- " 5d COOLER NAILS® 10" O.C. BEAM SELECTION w/ 5TD. NAILING LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY •NOTE: ENDWALL STUDS AS NOTED IN NOTES -7 8 8 DENOTES ALT.FOR USE OF DRYWALL SCREWS STt �FIRESToPPI Its LO�� LOCATION OVER STUDS, UNLESS TOP PLATE 15 4" m EDGE/12"® FIELD FULLY BLOCKED 50LE OF GIRDER ' I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6E5 WOOD FIRESTOPPIN6 � DESIGNED TO GARB'.Y THE LOAD SCREWS#b - tY4"TYPE W OR 5 r FIRESTOPP1NS LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.5TA6G-FZD TWO ROWS b"O.C. LOCATION 5 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL .`•`" INTERIOR STUD DETAIL THICKNESS OF TME MEMBER.USE DASHERS UNDER H�AND NUT. OVERLAID ROOF 6.STAGGER EACH ROW OF FASTENERS BY 12". ATTAGHMENT @ \/ALLEY 2"SPACE NOT 4.FOR THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. TO BE FILLED © NONCOMBUSTIBLE FIRESTOPPIN6 -PIECE MEMBERS SHOULD ONLY BE USED WHEN LOA05 ARE APPLIED TO FIRC�TOPPIN6 APPROX.I INCH THICK 5.FOUR BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.C.OR TRIPLED FOR 4"O.C.NAIL SPAGIN6. LOCATION -7 5T'D NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: (� STRAPPING w/ -1.2 ROWS OF I6d COMMON NAILS(I2"O.G)FOR DEPTHS 12"OR LESS 4 8d NAILS LOCATION 8 FIRESTOPPIN6 LOCATION q ® EA.END® R.R. 5.5 ROWS OF I6d COMMON NAILS(12"O.C)FOR DEPTHS OF 14",16't 15% LOCATION 10 FULL WIDTH z 2"x i BLOGKIN O ! j U II j tu GONSTRU�T 1 I DETAILS i$ WIND LOAD FATH CONNECTION DETAILS TOP PLATE DRILL 2"0 INTO ROOF DECK FOR STRAPPING INSTL. NOT TO 50ALE INTERSECTION DETAIL EXIST. OR NEW NEW R.R.SET w/III IR.R.BELOW UPPER TOP PLATE LAPS 4 lod I PNTIN000S LOWER TOE NAIL5 NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'9 I ALIGN NEW d EX. R.R.AS SHOWN STUDS-- PLAN -- NO 5TU KI DS I PLAN VIEW NOTE: 51MILAR 0 'SHED' WOOD JOIST WOOD J015 GRI PPLE STUD ROOF,R.R. IN LINE --------- - - - --- f, BLOCK I NO ,JOIST HANGER HEADER j GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR -- - - - ' z INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS O I RDER/HEADER JACK STUDS � -- -- w l --- WOOD GIRDER WOOD JOIST - -- - - , _ --- --- --- --- - MAtN MEMBER �-- --! ----- ---- t—-- -- - -- - •• I II JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH WITH OI RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: DIAM.X S APPROX. 50° w/THE MAIN MEMBER 4 STARTED APPROX. }� THE LENGTH OF THE NAIL FROM THE MEMBER END, R Ol(A LTO N ROW I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRA1614T THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER,FOR THI5 APPLICATION, SHALL BE AT LEAST LOT G DESIGN C SIX TIMES THE DIAM. OF THE NAIL RAFTER- - - ---- - --- - . ' 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD - - WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE COX NECK ROAD IN EA. SIDE WHEN FASTENED TOA 2"xb" TOP PLATE. BATHTUB -- SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE MATTITUCK, NY 11952 GH I M. CHASE SECURI NO @ STD. SIDE WALL - DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION NI STUDS TO ATTIC FLOOR 3 El TO R/L SIDES w/STRAPPING TO R/L SIDES) � I PAGE: TOP PLATE ® O J t7l Jul ND RESISTANT �ONSTRUGTION �ONNEGTORS GRIM. CHASE WALL z Q U -- CONNECTION LOCATION: 1 PART NUMBER: NOTES: G—uu4AffJ - -- - ° RI DOE-TO-RAFTERS C520 @ 21 " APPLY TO EACH PAIR OF RAFTERS_ ' Q 0:i 0 RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 04/06/21 4 OF 16 o z4 - - Law z ROOF o o a RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER NZ RE:OV BLOCKING a `� PLATE-TO-WALL STUD G520 @ 18" , TO ALIGN w/STRAPPING Q F w Q APPLY TO EACH WALL STUD ® EA. LEVEL ABOVE R THE FIRST FL. ® z w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 @ 56 APPLY TO EACH WALL STUD �h '°'',•R:°., ra. /9,1A.<.., �, - - -- - - - ® " HEADER-TO-JACK STUD C520 @ 12" FLoowcLG. APPLY TO EACH JACK STUD ' h GRIPPLE 5TUD-TO-HEADER j H5 APPLY TO EACH CRIPPLE STUD 0 5HEAR WALL HOLDDOWN ANCHOR j SSTB16 APPLY TO EACH 51DEWALL END ,-°r, IST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE � �y SIDE �I EV�I PLAN VIEW WITH 5 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS 70 ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. i SEI ERAL <E I : Q ' _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. 0 r W J EXISTING TO REMAIN WHEN APPLICABLE) NEW FOUNDATION WALL NEW WOOD FRAME (L-0. STL. WHEN APPLICABLE) NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL _ ' WOOD FRAME (L.G. STL.. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J 1- P05T FOR b" WALL5), U.O.N. NEW 2-HR FIRE RATED 5'-q" 2'-O" 12'-0" 2'-O" 5'-4" 3'-3y2" 2'-O" -10'-0"- 2'-O" 3'-3y2" d WOOD FRAME (L.G. STL.. 8" P. GONG. WHEN APPLICABLE) RISER WALL Z - _ O FOUNDATION PLAN NOTES _ Q w TYPICAL P. GONG. FOOTINC3 $ WALL CONSTRUCTION: uj NEW MECH. ROOM: 1 1 Q m J O 1 2 w/2"xb" P.T. SILL PLATES COPPER TERMITE SHIELD II 00 $ SILL SEAL I. (2) NEW P' FURNACE (RHEEM RE5TIAGE SERIES 4 > d' O TON)$ RHEEM GAS WATER HEATER TO THI5 J • ANCHOR BOLTS AS PER PAGE 6-003 LOCATION Z O O • P. GONG. FOUND. WALL A5 PER DETAIL UPON8" P. GONG. J Tj 2.INSTALL AS PER MANU. SPEC.s • P. GONG. FOOTING AS PER DETAIL 3.F.A.I. THROUGH WALL RI5ER WALL O • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 4.FLUE THROUGH WD. FR. CHASE • B.O. FOOTING 3'-0" BELOW GRADE MIN. 5. MAINTAIN Z 1/2EXPANSION JOINT ® PERIMETER OF SLAB (WHEN N bB" • MECHANICAL x30' CLEARANCE IN FRONT OF UNITS AS PER NYS MG 306.1 MASONRY ' m APPLICABLE) .MAINTAIN ALL APPLICABLE VENTING PATIO AOVE O -- --- -! W W • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / CLEARANCES REQUIRED PER NYS MG 804. STOOPS (WHEN APPLICABLE) 7. DISCONNECT,REROUTE, $ RECONNECT �_ r"I • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET EQUIPMENT TO EXISTING PIPING AS REQ'D - - FOR HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) TYPICAL MEGHANIGAL ROOM NOTES: -- -- O O ° 5 Q I I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY - t� O" r"I J O Oly` O' O O" O PATIO ABOVE O fJ in W DUROCK" (OR EQUAL) COMPACT 14 NRY 14 OHOEDOWN: 2. FOR WD. FR. GLC. AND/OR WALLS - PROVIDE (1) BACKFILL IN b" 2 N HOLDOWN '' AS PER PAGE 6-•003 LAYER OF 5/5' TYPE X GYP. BD. UL U505 (OMIT ON LIFTS;PROVIDE 2 = i GONG. WALLS) 3" GONG. SLAB - -- - - - --- -' -- -- TYP. 5TL. COL.: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 14 W/STONE FINISH 14 V O SEE NOTED DETAIL AS PER PLAN WHEN EXIST.,D MEGH. EQ IP. SHALL BE VERIFIED THAT AS PER NYS MECH. AND FUEL OAS DE 2 `0 12 f 2 8 :2--8 _ t- 4. O _ W 5. COMB. AIR VOLUME AS PER MANU. SPECS - PROVIDE I - -- -- -- - -- - - - -- -- IT CONFORMS TO NYS MEGH. AND FUEL GAS GORE I i I i = J 4� 24"x24"x12' DEEP P. GONG. PAD FOOTING / - ~ J FRESH AIR INTAKE FROM EXTERIOR AS PER NOTED DETAIL (TYP) b. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL EMERGENCY SHUT OFF SWITCH Q 4B 30 x30'xI5" DEEP P. GONG. PAD FOOTING AS PER NOTED DETAIL (TYP) 7. FOR OAS SERVICE,PROVIDE GAS SHUT OFF SWITCH 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER ' CLEARANCES A5 PER CODE 5 q. PROVIDE 3" FLOOR DRAIN $ CONNECT TO EXISTING 4 SANITARY SYSTEM A5 PER NYS PLUMBING CODE w O48"x48"x24" DEEP P. GONG. PAP FOOTING w/5-I/2" O.D. O O 4G SGH 40 HOT DIP GALV. STL. COL. (ASTM AI23), LOCATED FREEZE PROOF H05E BIB: DIRECTLY BENEATH STEEL COLUMN ABOVE (BEAMS SHALL 12 FASTENED w/MASONRY ANCHORS (PRECISE p w ° bB i __ j m NOT BE CONTINUOUS ACROSS THIS COLUMN $ MUST BE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) OIm_j SPLICED);SEE ALSO DETAIL q,/A-401. �1 - ---- �' FOR WOOD STAIRS ® GRADE: - _ r rA ® � 4'-O" E O24"x12" DEEP P. GONG. CONTINUOUS FOOTING 13 4" THK. P. GONG. PAD 5" WIDE x REOV LENGTH UPON b" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® EGRESS AS PER NOTED DETAIL (TYPJ W1NDpIy V �? _ U in - 15 MAX. Ib" O,G., U.O.N. (MIN. 3 STRINGERS) w/ WINDOW X ° x ° ° rl� Ca WELL o a�_ N>U I ivl 4" THK. P. GONG. SLAB w/b"xW-10/10 W.W.M. IV - IV O - OC ------ F- REINFORCEMENT AS PER DETAIL 14 RESERVED O.`� ® bB _ ® _ ® O D 03 m 0- $ ---- _ - J 4" THK. UN-REINFORCED P. GONG. SLAB \ w BASEMENT IL bB FLOOR DRAIN: p�'� - - UNFINISHED - 4B ( 45 4B I5 UNHEATED 3 3 5 ry EXTERIOR 3" GUARDED FLOOR DRAIN w/3" TRAP ELEG. PANEL -- - -I IL GLIDING BASEMENT WINDOW - 1,840.5 S.F. I(3) 1.75"xIL8�T5" _ (3) L'15"x11.875" -- 1 (3) 1.15"x11.875" ry OPROVIDE (2) 1.75 x11.875" 6.P. .2.OE LVL HDR, FLUSH w/F.J., 16 NAVIEN WATER HEATER MODEL NPE SERIES G.P. 2.0E LVL G.P. 2.0E LT- 6.P. 2.OE O ! ATTACH I-JO15T TO HDR w/SIMPSON 11)52.56/11.88 HANGERS O (OR EQUAL) DROPPED BM. DROPPED BM. DROPPED OFIRE RATED DOOR: 5QXb 0.75 HR. 5ELF-CLOSIN6 STEEL DR. I7 RHEEM 115,000 BTU OAS FURNACE D 4G MODEL#Wg5TGII51524M5A (OR EQUAL) 9` C J SINGLE SPAN STRUCTURAL MEMBER: 30 O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS I 10 AGRO55 MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY SOIL BEARING CAPACITY NOTE: 5 - _ _ _ - (3) 1.75 x11.875" - (2) 1.75"x11.875" (2) 1.75"x11.875" ! I (2) 1.75"x11.875" ABOVE INDICATED POSTS. STRUCTURAL DE516N OF FOOTINGS ASSUMES A PROVIDE 4" _ G.P. 2.0E LVL 6.P. 2.0E LVL O.P. 2.0E LVL G.P. 2.DE LVL SOIL SEARING CAPACITY OF 1.5 TONS/S.F. GONG. SLAB DROPPED SM. DROPPED BM. DROPPED BM. DROPPED BM. �j 5 FOR A/G O bB to BEAM POCKET (TYP.) FOR , `< _j 110 ry ? 7 o 6'-Sy2" Q6 m - , j 51MPSON (i n Q GS otc•iS LU5410 - O[Q I j rlr!]} ' Z HANGER dJLu < 1 IL ,1 -� I J x J ry + _ .�yry8 O � w m rj2 I 5 in U - - - - - \ I tL !. •p -i 41 �`� MEGH. ROOM r I O _ O IJ � j - - ---- `6110 8 O4 I I f - -- -- - • - - - - - pkv ry�C Ib 2 - O w.H. -- - - I d - 2 t✓ Lij 2 SIMPSON - = Q • LUS410 PROVIDE GUT IN 1-7 �. .� __ X HANGER WALL FOR STAIR, �, 7 SEE ® FLOOR �T r _ PROJECT: PLAN ' ° 2'-I jY2 ® ® j u) in -, D 5 12 ROYALTON ROW ,w �" LOT 6 DESIGN C 6 2 (2) 1.75"x11.875" G.P. ( � I m I 9- mo2.OE LVL FLUSH BM. -- - --- 2 w/SIMPSON LUS410 il'-10" O;, i HANGER BENEATH ® - --- 12 9�0 STAIRS ABOVE - - - - COX NECK ROAD it - 1 2 ' MA50NRY MATTITUCK NY 11952 5 COMPACT p 5 PATIO ABOVE BACKFILL IN b' Q m �� LIFTS;PROVIDE 4 C)" 3" GONG. SLAB p - v 114 1 W/ STONE FINISH �0„ ! � DRAWING TITLE: 14 - -- ------ ,�%i PROPOSED FOUNDATION PLAN 0 9- 8" P. GONG. RISER WALL 10'-10" 2'-O" Iq'-o" PAGE: HIL 101000 0 9, Q DATE: 04/06/21 5 OF 16 • b f.,• fRFEr• ` � yf• ��,� FROPOSE17 FOUNDATION PLAN 1,�cfcl S.F. 5ROSS AREA SCALE: I/4 = I -IO" � V-O" _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q 2 2B W WHEN APPLICABLE) - N J EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) - d m NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL z WOOD FRAME (L.G. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J I- POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED 0 WHE DAPPL I GABLE)STL. ►w - - 2 2B Z RAISED MASONRY PATIO ® ® 0 FLOOR PLAN NOTES -� NEW LAUNDRY ROOM: -o" �-// DOOR NOTE: 14' z -O" O Q � I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP11 11 W w OUT ON PLANS BY 'JELD-WEN' (0R EQUAL). 2.COORDINATE LAUND. ROOM E DOOR DIM.'s 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED wRAISED MASONRY PATIO/SIZE OF EQUIP. I J_ OUT ON PLANS BY THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REGIS PER MANU. 3.DOOR TYPE TO SELECT z O 4.INSTALL AS PER MANU 5PEC.'s 02 Z Tj 3.PROVIDE (2) 2"x8" HDR., U.O.N. DRYER EXHAUST NOTE: J 4.SEE PAGE 5-003 FOR ALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR z } ELEMENTS AROUND DOORS (TYi'. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY i- OPENINGS _ Y233 _ - 233 111'-5 cV Q Z 4'-1' 3' 8 12-O' 3-8 3'- " OSTAIR $ RAILING NOTE: 3.DUCT 51ZE AS PER MANU. O2 2 I. ALL NEW STAIRS SHALL HAVE MAX. •7-3/4" RI 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER ````*J1\ 4 MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN �` --- W Wm T1 T1 i 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO E NAT. LIGHT Lo TO ALLOW PASSAGE OF .A 4" m SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM � '`a" VOENT NOTE: D Q , 36" HIGH HANDRAIL 3 SPINDLE- SPACING NOT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 27'-O" TO ALLOW PASSAGE OF A 4" 0 SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED �� 'r•I J O 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. \J LIGHT REG2'D ......23.4 S.F. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID Seo VENT Rr=O'D......... If--T S.F. Lij� ® WOOD FRAME STAIR: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST LIGHT PRO .......... "15.66 5.F - - I. SEE NOTE ABOVE FOR STAIR 8 RAILING INFO. 411.11 S.F. 2.RAILINGS SHALL BE WOOD OR PVC. SDGWSHALL NOT BE CONNECTED WITH SHEET-METAL V 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 'O U VENT PRO............. :,• Ory W ; tu IN, OL05ED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE of 4 BEDROOM #1 - - V 2B I. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 F V�i� RSO Q 2112 O S F = J 2.RAILING SHALL BE WROUGHT IRON OR GALV. STL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° � GREAT ROOM I FASTENING SHALL BE AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 364.6 S.F. _ ' EXTERIOR 6F ADE PAINT AS F EO'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. ^ KITCHENS u Q COATING 246."1 S.F. Q' 3.SEE FOUND. PLAN d DETAIL I�E ,PROVIE ZERO-CLEARANCE FLUE ATTACHED TO 3 SMOKE DETECTOR / GO DETECTOR NOTES: O (�3 EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL AS ((( j I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT 0 s SMOKE / CARBON MONOXIDE COMBINATION DETECTOR PER MANU. SPEC.'S - PROVIDE NEW WD. FR. ENCLOSURE w/ SM/GO HARD WIRED TO EACH OTHER >,a/ BATTERY BACKUP. 1/2" CDX PLYWOOD d SIDING AS NOTED - "CHASE 2.INSTALL ALL AS PER MANU. 5PEC.'s SECURING ® STD. SIDE WALL" ON PAGE G-004. 3 Q 10 3.5MOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE "ABE500 FP200 FR EXPANDING FOAM" (ORrrc IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATION5 AT FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM , 3 „ 1Lf E 814, A57M E 84, AND UL 14.1"1. WINDOW NOTE: 3.MECHANICAL FLUE TO EXTEND V-O" MIN. ABOVE ANY O6 O I. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". �� t • = _ ;I I 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING OS �`' N I SM/GO �` I, WALK-IN GL. i .D (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE 05 SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS O VENTILATION 15 NOT MET BY MEANS OF NATURAL ��O B ,° _ i 08 j AND DOORS" ON PAGE 6-002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO a �` O6 Gin WINDOWS - ALL G5MNT WNDWS SHALL HAVE OUTDOOR SPACES AS PER NY5 MECH. GORE SECTION ."r PANTRY 22-3 4'-5' 8'-O' ri - STRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. SPECS A b 25.6 S.F. C7 BATHROOM#I 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE •76.0 S.F. TILT WASH .p 3. ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. NEW ATTIC, ACCESS - PULL DOWN STAIR: 4.SEE PAGE G-003 FOR FRAMING ELEMENTS AROUND O I. MIN. 350 # CAPACITY II OS `>, 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. - G I ' > -- WINDOWS (TYP. FOR ALL) U.O.N. � ® � 22 x30) POWDER - EGRE55 NOTE: 3..'75 HR FIRE RATED �ry ~� ROOMop µ 4 IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.DSL. FRAMING WHEN NEW OPENING ' 27.5 S.F. ?D - -�_ - *' _ _ �'' CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF 5. INSTALL A5 PER MANU. 5PEG.'s II 7 - - / OPEN TO U PARLOR EGRESS SHALL BE FOLLOWED: 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS GRONDENSER n (/ ABOVE Q I I�i.b S.F. - --- - B . j NET CLEAR OPENIN&........... 5.1 S.F. DI ROOM -- - NET CLEAR HEIGHT............... 24" M1141MLJM O 8" SQUARE STRUCTURAL PERMAGAST COLUMN ° -14 5 S - NET CLEAR WIDTH................. 20" MINIMUM AIR I O - O TYPICAL PLUMBING/HVAC SHAFT: HALLWAY 4 10 PRECISE LOCATION b SIZE TO BE DETERMINED IN FIELD B B 25 MUDR - - 2 -- -- RHEEM 4 TON AIR CONDENSER MODEL NO. '� �,�,'�' OO <'� ® �a` RA1648AJINA (OR EQUAL) 90.2 S.F. > O _ •:� q'-II - -- -- -- - "d, `^ PROVIDE �3� TYPE 33X33 ^ry � SHEETROGK AT WALLS B 0 c - Z 1010 N�U� AND CEILING 42 CAR z D O a O l�1 ht GARAGE ° OI _j z A - 1 543.6 S.F. r :r ulm "r u' �� 2 25 O PASSIVE ACTIVE Lii 90 RAISED MASONRY PATIO _ o `s 4 O +> o Q PROJECT: NO" B 1'-0" I'_O G 1, 11 z 11 ROYALTON ROW G - - --- - -- - - LOT 6 DESIGN EYn DOOR SCHEDULE ooh rye'`' I - -- - - - II � MATERIAL �% �i' -- --- --- --- --- �I I N 9, 2 26 lj TAG DESCRIPTION DOOR II QUANTITY NOTES COX NECK ROAD�o-, 2'-O" l0'-l0" 2'-0" D �v D MATTITUCK, NY 11952 W _j � I I G 14' 10 I, I DRAWING TITLE: EXTERIOR �� o� m -- - - --- ------- ---- [Tl 01 DOUBLE 00 PROPOSED FIRST FLOOR PLAN 3-O X"7-O I 'P 02 SLIDER (2) FIRST FL. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "G-003" FOR NAILIiNG 8 (1) 5EG. FL. \� 2 • �,'Nry STRAPPING DETAILS. tO�� i III � OttX7 �, • (I) FIRSTFL O3 SINGLE 3- WINDOW CHART (I) CELLAR INTERIOR - CELLAR PAGE: „ „ « 0.75-HR FIRE EGRESS 04 51NOLE 3 O X7 O I TAG TYPE MODEL # i OPENING 3 ROUGH OPENING WINDOW DIMENSION GLEAIR RATED Ar IR -- - - - - - - - --- r--- - - WIDTH REG2'D- 20" I tin INTERIOR - FIRST FLOOR ;i WIDTH HEIGHT ! WIDTH i HEIGHT HEIGHT REG7'D:24" 3 - �� - OPEN REG2'D• 5.7 S F.�I A-1 moo u n E i u t i + " " 05 SINGLE 3-O X7-O 2 A DOUBLE HUNG WDH2646 11 2 8 4-8 2 7 4-8 -- - - « j -- -- -- I--- - - -!I I - � �RO�O S � RST FLOOR PLAN B I! DOUBLE HUNG WDH210410 _^ O � 5 O �" Z-11 -- - t O6 SINGLE - - -- -- _ >_- -- - 6 OF 16 SCALE: I/4" = I'-033 - - - - 5` o " DATE: 04/06/21 8-1 S.F. HAE31 TA5LE Si�AG 2 551 S.F. OROSS AREA l AWNING AW281 07 51NOLE 2'-O"X7'_0" I « ! 2'-4 " l D - DOUBLE HUNG WDH2552 f i -- - 3 2' 5' 4 J" 2'-10 �t3 53_,4 ill I I. E DOUBLE HUNG 5 8 POCKET I 2'-O"X7'-O" � 3 I� • - - --._...__ -.....- - - - - -- - _- - w..__O8_ H .�. I i WD 38410 � 3'-ID �fi ,i �,_p �tl , 5,-q 5'-0 J33 INTERIOR SECOND FLOOR GLIDER j 0636 - ' Oa .. SINGLE .. t:._.=..j= .�" 33 t , t3 3 3. IV-4 + - 3-O X7-O 4 « G PICTURE WPW5662 5-7 `f- l b-4 - - - b7 l WDH18310 I -i0 - 4-O I=a 4-o - 10 SINGLE 2-b X7-O 3 • (� H DOUBLE HUNG - - - - 11 DOUBLE 2'-O"X7'-O" 2 « - _ - ' TEMPERED 10 _ I 1 I� I J' PICTURE P5540 5 5 4-O 5' 4 4' O" II TEMPERED - - - ti 12 51NOLE J AWNING AR21 :2'-C II u �I 13 ��^POCKET D G b 2-6 4 - _ ' II K OUBLE HUN !I�, WDH244 � � I, � �I - -- - --- - - ---- -- - -- -- ---- -- " I ( "CII 21 53� 43 �33 S S 8 5 ! J' L I DOUBLE HUNG ;I, KDH58410 3'-10 ° 1 5`-0 J" 'l Q Q NE EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 20W WOOD FRAME (L.G. 57L. 2�-I '-7" Iq'-4y' WHEN APPLICABLE) -- ---- �� EXISTING TO REMAIN NEW FOUNDATION WALL 4'-0" 12'- 3'-II" 3'-II" 3'-0y2" 3'-3y2" I4'-o NEW WOOD FRAME (L..G. ;1 j NATURAL LIGHT VENTILATION IOiv �2 STL. WHEN APPLICABLE) (HABITABLE SPACE) Q o � NEW I-HR FIRE RATED 2"x4" FLOOR AREA 247 S.F. m m - - - --------------I OJ MIN. (2) 2x4 STRUCTURAL Q WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" 5TRUGTURAL % REQ. S.F. PROV. PROVIDE FLAT POST FOR 611 WALLS), U.O.N. LIGHTING;MIN. 8% - ~ Iq.5 S.F. 28.1 0 NEW 2-HR FIRE RATED of FLOOR AREA ........ MEMBRANE ' --{ WOOD FRAME (L.G. STL. VENTILATION;MIN. `...._:: - -- _::::: -: :. SLOPE AWAY WHEN APPLICABLE) 4% of FLOOR AREA .................._ ..- ........ -_ .:.=-.-_- „w..._...__......-... -::.. __...::-:,:::_-::: <,.:.::-:.v_. ._.,::- ;- FROM BUILDING a.a S.F.. . 15.32 :...-:.....v ._. . ::.--:._ m::-::: W,W;W . .- ........_-_-:.-.-._.- Z ' ._. _.. O N O ..._......_.........._..... ... 12'-4y2" .......................................................:............. - _. -------- -14'-2y2" FLOOR PLAN NOTES NATURAL LIGHT $ VENTILATION DOOR NOTE: NEW LAUNDRY ROOM: (HABITABLE SPACE) % a : NAT. LIGHT 4 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP \ W OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s �� r--W- \ \ VENT NOTE: J 00 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. FLOOR AREA 18"1 S.F. �O 4 4 \ 4 r J OUT ON PLANS BY 'THERMATRU' (0R EQUAL). 3. PROVIDE HOOK UPS AS REQ'S PER MANU. E H 4 I H LIGHT REQ'D ......11.5 S.F. '- \b z % REQ. S.F. PROV. VENT REQ'D......... 11.3 S.F. Z (� 3. DOOR TYPE TO SELECT J r 4.INSTALL AS PER MANU SPEC.'S LIGHTING;MIN. 5% IS O S.F. 20.G6 LIGHT PRO ..........a5.b6 S.F. e-I Q 3.PROVIDE (2) 2"x8" HDR., U.O.N. DRYER EXHAUST NOTE: OF FLOOR AREA \' 4.5EE PAGE 0-003 FOR ALL OT-IER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR 4q.11 S.F. z I VENTILATION;MIN. 4j' � �a1 - VENT PRO... ELEMENTS AROUND DOORS (TYl . FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. W-O' FROM ANY T.5 S.F. 11.76 'Y �'JJ �' Q Z OPENINGS 4% OF FLOOR AREA cV O5TAIR $ RAILING NOTE: 3. DUCT 5IZE AS PER MANU. V- W (D I. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER = - $ MIN. 10" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN BEDROOM#2 to LO cr T1 2. 42" HIGH GUARDRAIL $ SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO n 313.4 S.F. = 0 Q NOT TO ALLOW PA55AGE OF A 4" -V SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM BEDROOM#3 - m 3 .__I 0 36" HIGH HANDRAIL 4 SPINDLE SPACING NOT SHALL BE LIMITED TO 5INGLE LENGTHS, NOT TO �\ 24'1.6 5.F. ` TO ALLOW PA55AGE OF A 4" (P SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2I58A. • 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID �\ �� \ LIVING ROOM 3 5M/GO METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS I 253.9 S.F. ® WOOD FRAME STAIR: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ' jo F" I. SEE NOTE ABOVE FOR STAIR RAILING INFO. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL ► • 4 U 2.RAILINGS SHALL BE WOOD OR PVC. SCREWS 5M/C O\; =N W 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER II G Oq CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE i9 9 O -O' D N = J 2B I. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 (� J 2.RAILING SHALL BE WROUGHT IP:ON OR &ALV. STL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0° �� 3 1` Q: 9.4 FASTENING SHALL BE AS PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES EXTERIOR &RADE PAINT AS Ir.EQ'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. \ ZTJ 106 LL` I I _ COATING • 3.SEE FOUND. PLAN k DETAIL 5M/CO b i w NEW FLUE: SMOKE DETECTOR / GO DETECTOR NOTES: O 1. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO �� C I `p 1 - jb O3 EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL AS �' O WALK-IN CL. I ! 10 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT o -m , I� SMOKE / CARBON MONOXIDE COMBINATION DETECTOR PER MANU. SPEG.'s - PROVIDE NEW WD. FR. ENCLOSURE w/ BEDROOM#4 3 Q 60 5.F. ) HARD WIRED TO EACH OTHER w/BATTERY BACKUP. I/2" GDX PLYWOOD S SIDING AS NOTED - "CHASE IB�.f3 S.F. II 2.INSTALL ALL AS PER MANU. SPL=G.'s SECURING ® STD. SIDE WALL" ON PAGE 0-004. 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE "ABF-500 FP200 FR EXPANDING FOAM" (OR 2'_q" ', -- I' __ _ _-- _-- -- _-- - r N • I IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATION5 AT IO-O a-O i FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM ..� O - - E 814, ASTM E 84, AND UL 14-lq. - 0 ,0 6' - 2 ) �1 _ o WINDOW NOTE: 3. MECHANICAL FLUE TO EXTEND 3' 0" MIN. ABOVE ANY ry ,y0 \ �z,, ^ 0q GL. ® ® O I. ALL NEW WINDOW5 4 DOORS SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". - 400 SERIES CASEMENT,DOUBLEHUNG, OR GLIDING BATHROOM#2 O _ I� - µ --- _ }• -t o D� .,o A, O m--- m 160.8 S.F. (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE b 2 - - SUBSTITUTIONS, SEE NOTE #q IN GLA55 WINDOWS O VENTILATION 15 NOT MET BY MEANS OF NATURAL \ �p 3 AND DOORS' ON PAGE 6-002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO STRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. 5FE05 II SM/GO to OPEN TO 4 i'I WINDOWS - ALL GSMNT WNDWS SHALL HAVE OUTDOOR SPACES AS PER NY5 1i CODE SECTION m 2.IF DOUBLE HUNG - ALL DSL. HUNG WNDW5 TO BE GL. • O �`; BELOW = .1 TILT HASH \� \I `i I,li m 3. ALL GLAZING WITHIN IS" OF FF To BE TEMP. 6L. NEW ATTIC ACCESS - PULL DOWN STAIR: /ATTIC ��' '� � � ct� 4'-O"'� 4 4 _- -- _ 4 ry 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND O I. MIN. 350 # CAPACITY �' �b HATCH - - ` , - ---- -" �•, :,, 2.5IZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. \ -. WINDOWS (TYP. FOR ALL) U.O.N. BATHROOM#3 22"X50") I II) 14 .._ 3. 15 HR FIRE RATED 64.6 S.F. _ - e- - _ EGRE55 NOTE: _.._..___._ _ . ._ O STATE 4.11 FRAMING WHEN NEW OPENIN& m ._._-.._.. �. _....:. - ....._._.x. -.. ..\.c IN COMPLIANCE WITH NEW YORK _iTATE BUILDING , ,_ H ..... _.. I ___....._.._.....__._.__..___. GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF 5. INSTALL AS PER MANU. 5PEG.5 4 JZZ am- , ; :" P _- i ! EGRE55 SHALL BE FOLLOWED: b.CONSULT H.D. FOR PRECISE LOCATION OF ACCESS \ 6. . --�..,,x�,., s_,�.�=ate-„�__...�- �....___.-�--•- ,�:....:..,_..�-� NET CLEAR OPENINO........... 5."1 S.F. b'-O" 3'-II".... 3-IIII Y 6_ µ„ NET CLEAR HEIGHT............... 24" MINIMUM O 5" SQUARE STRUCTURAL PERMAGAST COLUMN 5 - 4 - NET CLEAR WIDTH................. 20" MINIMUM �9-5 INSULATED LAUNDRY y2 & I DOOR ROOM m TYPICAL PLUMBING/HVAC, SHAFT: Oq 32.5 S.F. ��ry .. -. _ mom::•.. -.� __:. . .::.,m :,., .Ww_ „-:::::.-.-:-.:.-...:_._ Iq 5 10 PRECISE LOCATION S SIZE TO BE DETERMINED IN FIELD I I I RHEEM 4 TON AIR CONDENSER MODEL N0. o, ORA1645AJINA (OR EQUAL) :::v:.::::::::::<:::: ::....._..::::::::: :•:::::-_m:.-:. .:: >m::: :.. - . :.:: :.-.- ::: ,n...__. BONUS ROOM I2'-o'.;- - 'N S.F. 13'-2":., ...:: ., UNHEATED .W_._._ . . __._ ...._.. ._.. .. -.... ._..._........ . :: .. .._..._w . _ _ .w .. N UNFINISHED ___._...._........___..__........._....._..__._ _..._._......_.__ __..__ -_ ._.- .x_...... ,. z i w 4 ___ ..............__..._.... _..._.... .__... _...., _:_ ._.._ ,� ... ! Q 0 ....__.._...__ _.......___.___..__._._ � 1 _ - - - w \ ' . is 4 ry I .9 O \ PROJECT: 9,y \ ryv ��0 R OYA LTO N ROW I DOOR 5C, HEDIJLE_.. __ �,3� LOT 6 DESIGN C I MATERIAL o I II � m m I TAG I 4 DESCRIPTION DOOR I QUANTITY _-- _.__. _: _, : NOTES \ COX NECK ROAD MATTITUCK, NY 11952 3 t I -A Rt - I EXTERIOR ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-003" FOR NAILING 8 -DRAWING-TITLE: 5TRAPPING DETAILS. Y�kINDOY�I CHART-______._____.___ PROPOSED SECOND FLOOR PLAN OI DOUBLE 3 • II (I))SEGSFL L G EGRE55 02 SLIDER ROUGH OPENiN� _ I 12-0X1-O (I) FIRST FL. - = G �I FLOOR WINDOW DIMENSION CLEAR - SINGE 3'-O"X7'-O" 2 • T • � O�OJ � ..J �OI�� PLAN TAG TYPE MODEL # II OPENING 03 L 'IW 0" IDTH REQ D• 2 ---- INTERIOR II _ II ---- -- u HEIGHT REGV:24 - CELLAR I CELLAR 1,62 S.F. H �ITBI_ SPG ; 2,20 S.F. CROSS lfi� SCALE: I/4 - 1'-0 _ -- __- -- - I_._. __ - _-- _...__>- '_ =- = - _ -- --- oPEN -= AGE: -,WIDTHI I HEIGHT WIDTH HEIGHT II �� REQ'D• 5.'i S.F. P 04 € II 0.-75-HR FIRE A DOUBLE HUNG WDH26462'-� _ - 5INGLE 3 O X7 O I I • :_ --_. :_ __ -- - -- ---- All A Alll 4p% - I ' B DOUBLE HUNG WDH210410 5'0 �I -= 2-11 0 RATED I_ Wim. .•_f__ ____..__._�I I ■ { INTERIOR �- FIRST FLOOR j II a [ __. ._.. G AWNING AW251 1 G� 21--S II 21_4 yil 05 5INGLE 3'-O"X-i'-O" 2 • ( l -- INGLE 2-b X1-O -- DOUBLE HUNG WDH2852 2-a S'-4 2'-10 S'-4 5.95 - ` E DATE: 04/06/21 7 OF 16 - - - 1 � I 2 • I DOUBLE HUNG ,. 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"&_,"�j __ __ � _,_,_,_'_',___ I I .1_.11__l_ll.__lllllll_ _11.1-11111-11111-1 __......--,---,"","��"--",,-",,-"�-"-,--"",,-"-"-��,-",-------"�--:�-_,�-,,,,_--''---�,-""----,-"----.-.,-,-�,.,--,�"------- i I � , 1 ----11.1-1.1111111111........-------------�........_1..."I-----"",,-,-,"�--..-",-.,.""-�.�-------1--l.--------��.--��.,-�,-"-"-,,...-�Ill""-,..",""I.......__..._l__lll................111.1................I—........I--....'.-....�...........-........._____,_......--.1111-1-1 : ____----___-,_.......__..............._'_...................................-___ ""'..I I "I I,- -�I '.___- ............ 7......._............-I.."I'll",I'll -.111-I'll-,11 I I I I——-111-1"I I'll-I'll,I I...� ..1.1.1-1.1...I.......... -----....1-11-1......................................._____...............__________,__-----_-____",______.-�....�................-...__....�.��.�.��.�.,�-�--�.--�.,-�.-,�-�,-"�.----..-�..-�".--"--,�,�-�.---,--,,�-.----- DATE: 04/06/21 1 . : F.F. - �_�, k=� 8 OF 16 11_1______._- ___ ,-"--�,-�,-�,.-,-----,----�,-----,---,�----------------_____----,-__ I �_,_ "' ...............- 11 I I'll, I "I I I - I - �I .-Ill-�I 1-1 11 I--1-111111.........."I'll",�......I I 1111.111111-111-1-....1.11.11, .............................L..........111.11'.."............�.....��__.........................................................---______......I....._�....._'___.___._______...............�"-'��-'--�1-1--�L-1-�---'Il�----�-�--.�--�-..---,-- . . - �l I __ "I'll, 1-1.11.11,11111-.,--"",-----.-..,..-"-"""---,-,-"-,-,---,I—- 1111111--1--l-I I -,,""""'--1--I I-11 I-1-11 11-1 I-_1-I__-1-111-1-I __ ___ _____ - --------- - . - r- I .1'. =T-- I - i;��l I I ___ - I ) tl=� rL� -. � I ,-:7,:�,."_-',," -C -" _14 I �r_"�,, _�_)'!,�� ,"-,, . ", , "-,.. " � �l 1:11 I—. .-_`. .1.11 I- N , " . ". ".", . . ,_".. ,.�,\, �.i !-7,,,,,;,�,,,,,,�\-�,\ I �".; ",,�, _', .'.-,," , I �,�,, ; -1'I" . , , r, _� .,..'�, 0% ;:- I �._1 I.,"A ��\ I I.. t, - , 1, , - ll� I . � � I I �l I I I'� . � I : I � f � I i * 1�,11 �. � � '' i� j , '. � :L � -" / tt - .- �.�'.., �1_ c(I *� ,�, 11 I.- .1 e ,�, 1, �, - , , � ,� ,�.�, N - I I', Ad -<_ I I � N r; "I, )'."�,,� -r:,_,., .': ��L ,�' \,;,�--, `-_Q -J" 4�1 "'-, \�A NORTHNEST ELEVAT I ON (R I OHT 5 I[�E) Or N - . I . - . 0 11111 I I � z z z � I i � z t i 1� �� ____ .? 5CALE: 114" = P-0" � � I I - I � 0 ELEVATION NOTES O � OROOFING: W I I. SEE NOTE ® SECTION W 2. ASPHALT ROOFING SINGLES, COLOR 4 STYLE TBA (OR -J EQUAL) (MIN 30 YR. WARRANTY) Q OROOFING: 2 I. SEE NOTE ® SECTION I I 2. STANDING SEAM METAL ROOF, DOLOR 4 STYLE TBA TOP RIDGE HEIGHT --------------- - (OR EGZUAL) ELEV. +30.4' - O OSIDING: I. SEE NOTE ® SECTION = - 2. LAP GEMENT SIDING, COLOR $ STYLE TBA (OR EQUAL) _ (MIN 50 YR. )r4ARRANTY) O SIDING: - I. SEE NOTE ® SECTION 10 2. VERTICAL BOARD d BATTEN SIDING, COLOR d STYLE m - Z- TBA (OR EQUAL) (MIN 50 YR. KARRANTY) O 8" SQUARE STRUCTURAL PERMACAST COLUMN a a R� L - - -_ -_ -- - - --- -- W 00a _ J - - - - -- d' C4 rq SECONDFLOOR DLG. H§T. ` £ € i ? _,,,,,,, ,,,, ,,,,,,,,,,_._,,,_..,.,,,_,_,_,",.,",,,.,.___,,,,.,,,,__",.._,,,.,,,,,,_„",,,,,_,,,,_,,,,,,_,__„_.,,,,_,_,_,,,__.__,,,,___„_,,,_,„_,,,,,,_,,,.___,__._,,.,_„___ _,_.___.,._,__,."_._, -- - - - J O t ELEV. +21.0' _ - _ ._.___-._......._........... _. - i F f , E � I W N I 0 4 , ; - Q - I -- LU Ill -- -- - - -- �, cr. T1 - 1 __ _ t I H I z H Ll') E -� o_ ...__.._..........._.._...... I I Ili -------- -- ---- ---- -- —---- --- I E � I 5EGOND FLOOR ELEV. +12.0' —� 1LU ____............_.._ ___ _ F.F. 101 - - _ a ' I E i �- - - V t E a W � t E 3 i1 3 = J t I I I . I i I } I _,_,.._,..FIRST FLOOR CEILING HEIGHT ------- ELEV. .._«,__.,.__._..... ,. U +10.01' 3 I II _ II I I I 3 II I F : t I II A$ 1 j I ^'� I E II E ' O O O • v III m.. M .— � I — , 1 FIRST FLOOR E ' I l 4 IF .,..... ..«.. ELEV. +I.�i I F.F. t 17-1 t ^' 14SBASELINE ' — ELEV. +0.0' I � ISI I I I I II I SOUTHNEST ELE\/AT I ON (REAR) _ i I SCALE: 1/4" = I'-0” I I I i I I I wI I .__..... V 12 LU ........ ..w..l. ..... . ............... ... ..,� ---- LU : .,,.._.._...............___-,_ _,__.._,..,_,.._,_....__.......... :- o I ______,_,__, ,_ PROJECT: 12 ..,,,...,,....,....,r..,..,r ........... .......... .. j_ .............. / I I E I ...... .._.,._.,,...__•__ 1 mm__ _ ROYALTON ROW i 111 _... LOT 6 DESIGN C I 1 1 t j E E £ : : v E{p t £ 3I P � 1 1 E 1 j COX NECK ROAD , : 1 } 3 MATTITUCK, NY 11952 t tx t � v E e S { 3 t t i I i D RAWIN T G ITLE. PROPOSED EXTERIOR ELEVATIONS PAGE: t t i I E ��— DATE: 04/06/21 9 OF 16 i j I E I i i I i I — _......... f Y4'. �,f_: ;�i'° J•, E 01 1T• 'S I ” SOUTHEAST ELF-1/ATION (LEFT SC)E) SCALE: 1/4" = 1'-OI' BUILDING SECTION NOTES I CONNECTION 'A' PER PAGE 6-0035 �- TOP RIDGE HEIGHT NEW RIDGE Q O NEW ROOFING NOTE (TYP): ELEV. +30.4' I. INSTALL NEW ASPHALT ROOFING 5HINGLE5 W 12 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO Lu 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS — , OVER 5. INSTALL 15 # BUILDINO FELT (UU.O.N) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REa D) b.PROVIDE RIDGE VENT (AS RE'_C�'D) „`- , P� O S FR 0 1. FLASH ALL VALLEYS ; < B.INSTALL DRIP EDGE AS Il 11. INSTALL ALL AS PER MANU. 5PEC.'s Y.... 12 r . 2 d TYPICAL ROOF CEILING C.ONSTRUGTION: CONNECTION BI A5 • NEW ROOFING AS NOTED I PER PAGE 0-005 I 1 _ j EW R.R. TO G.J. Z • 1/2" GDX Ill 5HEATHING (BLOCKING ® ALL I I I RR. O R.R., PLYWD SEAMS) ( I E • G.J., 4 G.T. A5 NOTED ON PLANS (® SPANS .J._ _ ( ' i GAS PER PLANS OVER & INSTALL "X" BRIDG'NO ® CENTER OF — " S A I I - SPAN, U.O.N. - - - - - --- - - I.. FR pC • MIN. OF R-441 SPRAY FOAM 'N5ULATION OR SECOND FLOOR GLC. HCGT_� I QHS Z R-4q BATT INSULATION ELEV. +21.0' TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): • ~ -- -- -- III a i -- ------------- _ , UJI 2UPON uTYVEK HOUSE WRAP (OR EQUAL) € J O I UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALLO yJl' ---11 € ? € g J00 BATHROOM #2 W.I.G. PLYWD SEAMS) - -- - BEDROOM #2 Q = > O • 2"xb" STUD5 ® 16" O.G. w/DBL. TOP PLATE l� ' . _ Z 0 • SN BATT SPRAININSULATION TOTAL) R=-!/INCH) w/ R-13 p _ r J rA C) • 5/8" GYPSUM BD. WALL FINISH 12 SECOND Z FLOOR __ = PROVIDE (2) SLEEPERS AT NEW SIDING NOTE (TYP.): -------- g Q z O4 I. INSTALL NEW FIBER GEMENT HORIZONTAL ELEV. +12.0' —� - Q• ":12 PITCH;PROVIDE EPDM (1� e FLAT ROOF MEMBRANE LL LAP SIDING 4 VERTICAL BOARD 4 BATTEN W (D m ¢ p� ABOVE SLEEPERS. SIDING 2."TYVEK" HOUSE WRAP (OR ECZUAL) ry ¢ Lo 5.INSTALL ALL AS PER MANU. 5PEC.'s ! F.J. AS PER PLANS 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL FIRST FLOOR CEILING HEIGHT ELEV. +IO.ci' W cr NEW 4" THK. P. GONG. SLAB w/'6"xb"-10/10 W.W.M. O V 5 REINFORCEMENT AS PER DETAIL I I I ' W Q PARLOR W.I.G. BEDROOM #I Q 0 OTYPICAL FLOOR CONSTRUCTION: 6 I I I • NEW FLOOR JOIST AS NOTED ON PLAN • 3/4" GDX PLYWD T40 SHEATHING (BLOCKING ® ALL - w PLYWID SEAMS) Q i • F.J. AS NOTED ON PLANS (® SPAN5 OVER I II IIS . , :_.•�, INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) FIRST FLOOR O • MIN. OF R-30 BATT INSULATION;PROVIDE MIN. 3" ELEV. +IA' SPRAY FOAM INSULATION (R=-1/INCH) AT RIM JOIST i ! -1 1.__._j j___.w; �,_ .. . ._ __-- x--ter_ - ------- �,..•;. , f — �- - =-� F.J. AS PER PLANS ;`< ..#_. _I i r. �- �- r, TYPICAL LEDGER BOARD FOR R.R./G.J./D.J. _ „ E , € -? ;_ W I x _ems s x _�_ �I— <• i I. (I) 2"x P.T. BD. TO MATCH GUT/DEPTH OF INTERSECTING BASELINE — - JOISTS, SECURED w/(2) 5/8" 0 x 5" LONG H.D. GAL. ELEV. +O.O I I I I — ---_III•=��I I I--. � };, „ LAG BOLTS ® 161 O.G. 3 I EaUAL) AT G.J./D.J., OR H.D. OALV. H2.5A RAFTER TIES A-401 •., 2. INSTALL H.D. OALV. JOIST HANGERS BY 'SIMP50N' (OR IE- AT R.R. NE 3. SEE NOTED DETAIL I I I I BASEMENT OOKFILL 1.5'1WALLSSTUD FRAMING AT DOUBLE-STORY I I UNHE D it COMPACTED CIN LIFTS FOYER UNFINISHED 4 3' THK. GONG. SLAB N1 STONE FINISH E . . . . . . 3 i I - - I 8 I A-401 — — —� L — — — A-401 SECTION A /A-SOI ' I CONNECTION 'A' AS PER PAGE 0-003 NEW RIDGE 12 R.R. AS PER PLANS '1 F- f ..~ ~~ r.............. .w= r I ai ( G.J. AS PER PLANS I PROJECT: 1 � � — II'i! ` I I ROYALTON ROW I' E -- - -- --- -- -- LOT 6 DESIGN I C f! I 3 - I € t 3 —— - --- - --- -- -- - -- --- - -- - - 8 HALLWAY LIVING ROOM O I � - 7 PER PAGE 0-003 COX NECK ROAD - NEW STUD TO - ¢Py�NS RR FLOOR ASSEMBLY MATTITUCK, NY 11952 gg \ DRAWING TITLE: I F.J. AS PER PLANS 1 A�"4NS - I BUILDING SECTIONS II I I Ii II FOYER I II - GREAT ROOM Q fl AGE. I A 1800 -ou II I I I , 4 I ... . 3..._r... i'LLz1..i_:::::= - - --- - DATE: 04/06/21 10 OF 16 i F.J.F J AS PER PLANS 4 • � I I ' I I •'�' ._ A-401 is E 6 3 I 1 E.._._.. ......._ I ..,. �........__.; E._...... , , A-401 I I BASEMENT I �� BACKFILL COMPACT I I UNHEATED EVERY 6". PROVIDEJ 3" GONG. SLAB W/ I UNFINISHED qy,. STONE FINISH _ I I } - a 3 1 xqr 1 1 IA-401 �. I I q I A-401 F �4 1 I L - - - 55GTION 5 /A-SOI A-40� SCALE: 1/4" = P-O" BUILDING SECTION NOTES TOP RIDGE HEIGHT ONEW ROOFING NOTE (TYPJ: ELEV. +30.4' -_ a O uj I. INSTALL NEW ASPHALT ROOFING SHINGLES 2.INSTALL ICE AND WATER 5HI:ELD FROM FASCIA UP TO ___ LLI_ 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER _ 5.INSTALL 15 # BUILDING FELT N.O.N.) OVER - - Q 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE d HIPS (AS REQ'D) _ -- b.PROVIDE RIDGE VENT (AS REO'D) --_ -i. FLASH ALL VALLEYS 12 _ - .INSTALL DRIP EDGE AS REOV 1.2 R. A5 2.r✓- 8F' . INSTALL ALL A5 PER MANU. SPEG.'s -- PLANS J 9 8 � 2 �R r N aO TYPICAL ROOF 8 GEILIN6 c:ONSTRUGTION: • NEG.T. AS PER PLANS 2 W ROOFING AS NOTED z • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD 5EAM5) • R.R., G.J., r€ G.T. AS NOTED ON PLANS (® SPANS - - Q OVER 8' INSTALL "X" BRIDIN6 ® CENTER OF G- SPAN,U.O.N.) • MIN. OF R-49 SPRAY FOAM INSULATION OR 5EOOND FLOOR GLC. HGT_� yP` Z P INSULATED DOOI uJ R-4Q BATT INSULATION ELEV. +21.0' P 41- R � I- - TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): ►- P _ O5 UPON "TYVEK" HOUSE WRAP (OR EQUAL) p-� z W • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL O BONUS ROOM J V6 l J 00 PLYWD SEAMS) W u UNHEATED/UNFINI5HED Z Q • 2'x6 STUDS ® I6 O.G. w/D13L. TOP PLATE z - • 2" SPRAY FOAM INSULATION, (® R=-I/INCH) w/ R-13 A I O _ (o BATT INSULATION (R-27 TOTAL) p m Q • 5/8" GYP5UM BD. WALL FINISH z SECOND FLOOR =ry in I NEW SIDING NOTE (TYPJ: ELEV. +12.0' ------� m m --- -- Q Z O4 I. INSTALL NEW FIBER GEMENT HORIZONTAL LAP 51DINO 6 VERTICAL BOARD d BATTEN m -- --- W Cfl SIDING �- - --- 2."TYVEK" HOUSE WRAP (OR FOUAL) i, F.J. AS PER PLANS I` m Lo 5. INSTALL ALL A5 PER MANU. 5PEG.'5 - - ---- 4.PROVIDE ALL NECESSARY TRIM FOR J Q PROPER INSTALLATION 5. 51DING SHALL EXTEND TO TOP OF FIRST FLOOR GEILIN6 HEIGHT W FOUNDATION WALL ELEV. +10.9' - Lu O NEW 4" THK. P. GONG. SLAB w/ 6"xb"-10/10 W.W.M. REINFORCEMENT AS PER DETAIL Q W TYPICAL FLOOR GONSTRUC:TION: a MUDROOM 2 GAR U OGARAGE �; - - U J • NEW FLOOR JOIST A5 NOTED ON PLAN O • 5/4" GDX PLYWD T46 5HEATHIN6 (BLOCKING ® ALL 4 Q PLYWD 5EAM5) • F.J. AS NOTED ON PLANS (® SPANS OVER 8' FIRST INSTALL "X" BRID01NO ® CENTER OF SPAN, U.O.N.) FLOOR --- a-- ELEV. +1.9' • MIN. OF R-30 BATT INSULATION;PROVIDE MIN. 3" SPRAY �- FOAM INSULATION (R=VINCH) AT RIM JOI5T - cV _ F.J. AS PER PLANS TYPICAL LEDGER BOARD FOR R.R./G.J./D.J.: BASELINE O I. (1) 2"x P.T. BD. TO MATCH GUT/DEPTH OF INTERSECTING JOISTS, SECURED w/(2) 5/8" 4) x 5" LONG H.D. GAL. ELEV. +O.O LAO BOLTS ® 16" O.G. I I I I I 2. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMPSON' (OR 5 EQUAL) AT C.J./D.J., OR H.D. GALV. H2.5A RAFTER TIES AT R.R. 3. SEE NOTED DETAIL I O I BUNHEATED A-401 O1.5"x5.5" LVL STUD FRAMING AT DOUBLE-STORY FOYER WALLS UNFINISHED I I i I I = s L _ _ _ I A-401 SGT I O1� G /A-502 SCALE: I/4" I'-O" I I HEA 1 I I I � I SPECIFIED F ED ON SECURE HANDRAIL TO WALL ON AT LEAST ONE Z SIDE OF STAIR IN ACCORDANCE w/ MANU. 5PEG.'5; w PLANS AND NOT PROJECTING MORE THAN 41'2" INTO 2 STAIRWAY;SEE HANDRAIL GRIP 51ZE5 ADJACENT PITCHED METAL 0 JO1ST HANGER BY -U-- - -- ___-J --__-- 'SIMP50W OR EQUAL - -- rNOTE: BLUESTONE) - MASON TO ADJUST FIRST F I N I SHAD FLOOR I. IF FINISH MASONRY USED (SUCH A5 4' P.GONG.SLAB � I W/bxb 10/10 WWM HGHT OF LANDING AS REO'D TO I" UPON COMPACTED uj I j I ACCOUNT FOR FINISH MASONRY FILL 2 1 Q V2" MIN. SPACE BETWEEN 0 : 5 AWAY FROM BUHORZ.SURFACES IHALL BE PITCHED LDN6 WREBAR BENT TO ALL AND HANDRAIL / GRADE ,., 5. FOR SLABS ABUTTING FRAMING, INSTALL �- __----___ SLAB AS SHOWN ;�--_________ PROJECT: COPPER FLASHING FROM 12' ABOVE AND g/4" PINE RISER ADJACENT TO SLAB, BED ALL FLASHING z_ IN ASPHALTIC,MASTIC i s/4" PINE TREAD STANDARDS FOR GRIPPABLE HAND RAIL ;%' -n0 ROYALTON ROW SCALE: NTS ' (S' (U #4 REBAR ® EA. - -ti LOT 6 DESIGN C GROSS SECTION X -� - O STEP;3" GVR ® ENDS a„ MIN. �< co z HANDRAIL -- ---- -- --- - - - -- - I" ROUNDED NOSINGCLEARANCE GIRGULAR NON-GIRGULAR _V4/y4" RADIUS Q % COX NECK ROAD (NOT INCLUDED IN 2 3'- b" r�iN ,�' ' COMPACTED D O MATTITUCK NY 11952 TREADIMENSION) '4 (0 „ LANDING �� iii FILL z V2° �4� 24 m d MIN. METER MAX. 4" P. GONG.SLAB w/ 2"x4o ' " r� #4 REBAR ® 10 � 0 6"xb"-10/10 H.H.M. KEYAY o.C. (MIN. 3) W _ -DRAWING TITLE:-.- --- H z T UPON COMPACTED FILL • �� O O ~ 4" DRAIN CONNECTED �i�!i m BUILDING SECTIONS � �' r DESIGN DETAILS TO EXIST.MAIN LINE � N IT -1 Lu �\ LPiti NOTE: m ---------- ------ --- J I ALL P. GONG. SHALL BE #4 REBAR CONT. ® 10" O.G. (MIN. 5) J, 4000 P51 (MIN) m (3) 2"x12" 5TRINOER5 ® w/ R-21 (I) #4 REBAR GOVT. I i INSULATION, IF UNDERSIDE 15 PAGING � •� ,1 PAGE: #5 BENT REBAR ® 12" O.G. STORAGE/NON-HABITAL SPACE I( 8" THK. P. GONG. WALL A-30;4m %j%j II STORAGE UNDER y2" GYP. BD. (1) #4 REBAR CONT. II CJI ( P. GONG. FOOTING NHEN ADPL I C ALBS) PER DETAIL 10/A-400 1 DATE: 04/06/21 11 OF 16 TREATED 2"x12" SILL FOR CONTACT B LOY `4 ORAD MASO I `4RY STAIR DETA I L " w/ GONG. (IF APPLICABLE) 2 a5c'r....Am:"tgpe's. A-302.0 BASEMENT SCALE: 3/4" = P-O" >1 -, , ,fie gp o 7 l 0� I N7ER I OR MOOD STAIR DETAIL. 502.OSI SCALE: 314" = I'-O" TYP. ROOFING (SEE PROVIDE 3" (MIN.) GONG. COVER 0- SECTION NOTES) PROVIDE ALL REBAR WITHIN P. GONG. Q TYP. ROOF CONSTRUCTION FOUND. WALLS d P. GONG. FT6'S. PROVIDE STRAPPING d NAILING p (SEE SECTION NOTES) — A5 PER CONNECTION 'D' IN W - 11 (4) 3/8" H.D.G. LAG '51MPSON' H2.5A p.5 pyPN PROVIDE OVIDBET�IEN INSUCAVILATION REGUIREMENTSI FOR�APPI, BOLTS (PREDRILLED) RAFTER TIE R PER ENERGY TABLE ON PAGE 0-003 a EA. STUD. Q FLOOR SYSTEM AS (WHEN APPLICABLE) NOTED ON PLAN / \\ FLOOR SYSTEM AS NEW (2) 2"x6" P.T. SILL PLATES O NW STL. GAP PL. 'P' OR FLOOR WOOD BEAM I = NOTED ON PLAN J UPON SILL SEAL UPON COPPER EJ B' WELDEDTO COL.;SEE AS NOTED ON PLAN 1 TERMITE SHIELD GAP PL. DETAILS \ / G.J. AS PER PLAN I � BOLTS ® 3q" O.G. w/ 3" SQUARE NEW 3-1/2" O.D. 5GH 40 1 NEW 5/5"41) HOOKED ANCHOR HOT DIP GALV, STL. COL. 3/ NEW BASE PLATE 'A' 8" THK. PL. FASCIA BOARD WELDED TO COL.;SEE (ASTM AI23) AS PER I II 3/8" THK. H.D. WASHER d ENDNUT BASE PL. DETAILS FOR FOUND. PLAN BY SIMS /4 GALV. PL. STEEL (OR EQUAL) I I II BEAM AS PER PLAN Z BOLTING O NEW 4" P. PROVIDE GOLD JOINT GONG. SLAB GAP PLATE A "SIMPSON" PG64 � Z ci AT GONG. SEAMS ) � � ' TYP ( NEW "SIMPSON" U526 L I FOR 3 PLY BM I Q ( ) FOR CONNECTION OF STL. COL. TO (2) I-3/4" WIDE "SIMPSON" B052-2/4 GALVANIZED JOIST LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER (FOR 2 PLY BM) HANGER I'. J ,...• µ `\ _I 00 4" GRAVEL BASE J 'NEW (3) #5 HOR. I 3" ......._..... I _.... I ' REBAR UPON 3) #5 z C)HOR. REBAR (6 TOTAL) " ' i }: NEW 24"x24"x12" I i DEEP P. GONG. PAD J " _.t o. ` (4) 3/8° H.D.G. LAG Q z � N __.__.-.1. 1 COMPACTED FILL BOLTS (PREDRILLED) I - I W J #6 HOOKED VERT. 1 - ( - � ('I FTG. (MIN. 4,000 P51) m•'. . . 1. W � _% PERMAGAST RESAR ® 24" O.G. `' , l ,' 1 /- COLUMNS AS STEEL COL. 24"x24"x12 " FOOTINO DETAIL o Q \ PER PLAN l A-401.00 1 SCALE: 3/4" = 1'-O° \ j :Qi . _ I .—Q— '. LLI I _ U Lu 3/8" THK. PL. 51e>"I I "SIMPSON" l� i ..• • _.__._."._ 3/8" THK. H.D. POST BASE PER I� . - = J /'4 P05T SIZE I _ — U J II GALV. PL. /2 P. GONG. FOUND. WALL GAP PLATE 'B' FINISHED STONE (MIN. 4,000 PSI) V FLOOR SYSTEM AS NOTED ON PLANFOR CONNECTION OF STL. COL. TO (3) I-3/4" WIDE 4" GONG. SLAB LVL LUMBER OR (5) .2" WIDE OR (4) 2"x WIDEI NEW STL. GAP PL.. 'B' FLOOR WOOD BEAM WELDED TO COL.;SEE AS NOTED ON PLAN " #4 HOR. CONT. REBAR DIMENSIONAL LUMBER OR 5.25 WIDE PSL TOP, MIDDLE THIRDS, d GAP PL. DETAILS i BOTTOM OF WALL (4 TOTAL) NEW 3-1/2" O.D. 5GH 40 NEW BASE PLATE 'A' HOT DIP GALV. 5TL. COL. WELDED TO COL.;SEE (ASTM AI23) AS PER I! BASE PL. DETAILS FOR FOUND. PLAN BY SIMS II GRADE BACKFILL P. GONG. GOVT. FTG. II BOLTING STEEL OR EQUAL) 4 (MIN. 4,OOD P51) i OMPAGTED - EVERY b" I NE PROVIDE COLDJOINT NEW 4" P. (4) 3/8" H.D.G. LAG REBAR 11 GONG. SLAB (3) #5 HOR. CONT. II AT GONG. SEAMS (T fP) (� I O II BOLTS (Pir REDRILLED) 4" P. GONG. SLAB I� •k EXTEND FOUND. WALL 4 FTG. AT i COL. PER FOUND. PLAN;PROVIDE <e R n I ADDITIONAL (2) #5 VERT REBAR IN4Y f•. '' �> GONG WALL BENEATH COLUMN t` MIL P01..Y� (M i • MOISTURE RETARDER �—s I I 4 GRAVEL BASE: 4 ' 4" GRAVEL BASE- F�bI 1 . .. LEAN ' _._._.,...._._.,r____. ---- '_F- - COMPACTED FILL \ // I COMPACT FILL 1 131 2-0 NEW 30"x30"xlb" / ( I _....._.................. E I " i .......... / 3/8" THK. PL. \ NC. FOUD. .ALL 6 FTG AS NEW (4) #5 HOR. PER D _ ...... DEEP P. GONG. PAD _L__.. __ _..........".. REBAR UPON (4) #5FTG. (MIN. 4,000 PSI) _.._..._................._...... . I j I , HOR. REBAR (5 TOTAL) I II I Ii V� k4 3/8 THK. H.D. GAP PLATE 'G' GALV. PL. �. COVERED PORCH DETAIL FOUNDATION NALL DETAIL 8 STEEL COL. 4l 50"x50"x 18 " FOOT I NO DETAILA-401.00 „ _ A-401.00 „ _ FOR CONNECTION OF STL. COL. TO (2) 1-3/4" WIDE SCALE: 3/4 - 1'-0' SCALE. 3/4 - 1'-0" A-401.00 SCALE: 3/4" = 1'-0" LVL LUMBER l$ (3) 1-3/4 WIDE LVL LUMBER � I I #5 REBAR (TYP) 2'(TMPLAP PROVIDE 3" (MIN.) GONG. COVER 811 OF ALL REBAR WITHIN P. GONG. 01 FOUND. WALL5 k P. GONG. FT65. PROVIDE 5TRAPPIN6 d NAILING Z AS PER REQUIREMENTS FOR UPLIFT, -----t +-- --------- "TYPICAL NA1ILING/STRAPPING = II I II � II II /CA � I I - - - SHEAR, 4 LATERAL RESISTANCE' 0 ON PAGE G-003 ® EA. STUD. 411 ---__-- I -- -------- j - - ----I---- — - -I--- FLOOR SYSTEM AS � W � NOTED ON PLAN I I -- -- -- -- - - = BEAM 3-I/2 O.D. SGH. 4O HOT ———— ——L—— UPON SI SHELDT. SILL PLATES --- ---I I I -AS NOTED OFLOOR N PLAN — = I ( -—————— w 4 P. GONG. SLAB I , NEW STL. GAP PL. G I UPON SILL SEAL UPON COPPER WELDED TO GOLL, DIP GALV. STL. COL. (I b"xb"-10x10 W.W.M. BETWEEN F- CAP PL. DETAILS NEW 3-i/2" O.D. SGH 40 (ASTM AI23) AS PER I III CENTER b UPPER OF SLAB p HOT DIP 6ALV. STL. COL. _ = PLAN WELDED TO PL. Q I I II SECURED IN PLACE DURING POUR NEW 5/8"m HOOKED ANCHOR (ASTM AI23) AS PER C� 1[1 Q-� I, b MIL POLY BOLTS ® 3q" O.G. w/ 3" 5OUARE PROJECT: NEW BASE PLATE: 'B' FOUND. PLAN BY SIMS �� 8"x8"x3/8" THK. -� a #5 BENT WASHER 4 ENDNUT WELDED TO COL.;SEE ' I I MOISTURE RETARDER STEEL (OR EQUAL) v /_(4) STL. BASE PL. p REBAR (TYP) ® A' BASE PL. DETAILS FORX I I I 1 \ 1 \OY��OI BOLTING �X NEW 4" P. I/2" HOOKED ANCHOR OW . . PROVIDE GOLD JOINT GONG. SLAB BOLTS EMBEDDED INTO 4R...•: _. ....•; ;' fi ` I G t = 1 GRADE ' I � �AT GONG. SEAMS (TYP) FOOTING MIN. 4iw/ OVERSIZED LOTDESIGN C WASHER AND END NUT SETUP I I I 4" GRAVEL BASE - '-""-'. 8"-•.__...__._._.....� ; _:.__._..__.._......_. I 4: _ - I #4 HOOKED VERT. REBAR a 48" O.G. i - ;�., :� �.�_.r.•__-; COX NECK ROAD I " I #4 HOR CONT REBAR ® TOP 4 __. i jl ._..s j�. F ......_._......._. ' BASE PLATE BOTTOM OF WALL ( TOTAL I I : _ . I Q 1 __ _ I ...�._......v..___. CK, NY 4' GRAVEL BASE ......_._... 1 O I 11952 P. GONG. FOUND. WALL - Ilk = t 1 ._..._...... I 'T' G NNEGTI ON _.... (MIN. 4,000 PSI) I r COMPACTED FILL � � II ii ii ii -- --- ----� ( (2) ROW5 OF (5) #5 HOR. P. GONG. CONT. FTG. I DRAWING TITLE: DEEP P. CONIC. PAD G _-__- -- - f?EBAR UPON (5) #5 HOR. i (MIN. 4,000 PSI) FT6. (MIN. 4,000 P51) �q ` r- 7- t REBAR, TOP +€ BOTTOM (10 2'-O" LAP - i (3) #5 HOR. CONT. REBARDESIGN D ETA I LS TOP 6 10 BOTTOM TOTAL) J I # i aj N10 p'G . , E s ; I II k PROV. GLEAN PROVIDE 3" (MIN) GONG. COVER /4 I I — ( �/ COMPACT FILL -2-0"— ------____ ____._.._.... 1 _ _ ... _ __ 1 I __ I 1 I AGE. P OF ALL REBAR WITHIN P. GONG. —t—_ — � I � _.. I 1 —.". _._._...___._. ! ..._.._._.__.__. FOUND. WALLS 8 P. GONG. FTG'S. I I 5-I/2" O.D. 5GH. 40 HOT I I Zia A DIP GALV. STL. COL. I, 0 A16, II 11 II _ _ (ASTM AI23) AS PER rt STEEL COIL. 4 48 x48 x24 FOOT I NO DETAIL PLAN WELDED TO PL. I I' I� I Q f=MNDAT I ON Y`BALL DETAIL A-401.00 _ ST BASE PL K. #5 REBAR (TYPJ 4 ( I - A-401.00 50ALE: 3/4 - I -O \I #5 BENT -1 I I SCALE:.3/4 - 1'-0" DATE: 04/06/21 12 OF 16 /(4) I/2" HOOKED ANCHOR REBAR ITYP) a t I, BOLTS EMBEDDED INTO FOOTING MIN. 4" W/ OVERSIZED N WASHER AND END NUT SETUP I' I BASE PLATE 'B' al y r 14 CORNER CONNEGTION r STEEL COL. CAP 4 5ASE PLATE DETAILS "mss A-401.00j SCALE: 3" = I'-O" � REBAR OVERLAP DETAIL ' A-401.00 SCALE: 3/4" = 1'-0" SEI ` ERAL 5"' I �50L < I : a ' _ EXISTINO TO BE DEMOLISHEDNEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. W EX15TINO TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.O. NEW FOUNDATION WALL Q STL. WHEN APPLICABLE,) �{ NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL It WOOD FRAME (L.0. 57L. POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL E- P05T FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED 0 WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) Z O 2 H Z a o STRUCTURAL PLAN NOTES Lu W O SINGLE SPAN STRUCTURAL MEMBER: 00 J STRUCTURAL MEMBER SHALL NOT BE OONTINUOUS ' J ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY - ABOVE INDICATED POSTS. J il PROVIDE SIMPSON HOLTV HANGER AT INDICATED BEAM O2 CONNECTION;WELD HANGER TO STEEL. BEAM PER 1 Z }- 4 MANUFACTURER SPECIFICATIONS (SEE 2OIq SIMP50N STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAOE5 ! a Z 162-164 d BULLETIN "T-0-WELDUPLFTI11". LL W TYP. 5TL. COL.: 3O 5-1/2" O.D. 5CH 40 HOT DIP OALV. 57'L. COL. (ASTM A125) BY SIMS STEEL (OR EQUAL) O a T4 O OPEN-WEB J0I5T REINFORCEMENT_ O4 PROVIDE 0513 20 O.G. (SPAN RATINOi' REINFORCEMENT AT EACH ..1015T, A" THK. x II-'1/8" HIGH x 16" LONG,CENTERED RAISED MASONRY PATIO Ll BENEATH EXTERIOR WALL ABOVE, FIXED ON ONE SIDE OF JOIST IN VERTICAL POSITION TO TOP 4 BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL.) d 5" 'NAILS ® 5" O.G.; m C.) SEE AL50 JOIST MANU. SPECIFICATIONS. i - ----- -- - W OPEN-WEB JOIST REINFORCEMENT: _ 2"x8" F.T. D.J. a 16" O.G. _ J 5 PROVIDE 055 20 O.G. (SPAN RATINO) REINFORCEMENT AT (5) 2'x10' P.T. FLUSH BM. w/5IMP50N LU526 J015T O EACH JOIST, �" THK. x II-"1/8" HIGH x 24" LONG, CENTERED HANGERS ® FLUSH BM. a BENEATH INTERIOR LOAD-BEARING WALL ABOVE, FIXED ON i BOTH SIDE OF J015T IN VERTICAL P051TION TO TOP d (3) 2"x10" FLUSH 8M. - -. BOTTOM CHORD w/ PL PREMIUM' GLUE OR EQUAL 4 RAISED MASONRY PATIO 5, •� ,;:. ' NAILS ® 5' O.G.;SEE AL50 JOIST MAt`IU. SPECIFICATIONS. � (2) 2"xb" POST (4) 2"x6" ? JOIST HANGERS (STEEL FLUSH BEAM): 5TACKED BENEATH POST TO HDR v O O PROVIDE 5IMP50N BA2.56/11.88 TOP 1=LANOE J015T HANGER P05T TO VALLEY Q FLUSH BM. d� _ y ® EACH F.J. U.O.N. WELD HANGERS TO STEEL SEAM PER x - (4) 2"xb" -- -- MANUFACTURER SPECIFICATIONS (SEE 201q 5IMP50N ® POST TO HDR l2) 1•"15"xq.5" G.P. 2.0E LVL HDR Q, STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAiSE5 162-164 d BULLETIN "T-G-WELDUPLFTI°I". x J015T HANGER (STEELFLUSH BEAM): N ? PROVIDE 51MP50N BA3.56/1188 TOP 1=LANCE JOIST HANGER (2) 2x8 HDR (5) 1.75"x14 G.P. 2.0E LVL HDR (3) 2 x10 HDR O ® EACH F.J. U.O.N. WELD HANOER5 TO STEEL BEAM PER (5) :2"x12" HDR I g MANUFACTURER SPECIFICATIONS (5EE 201q 5IMP50N *W w ql w iA � STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES I> �I 162-164 6 BULLETIN "T-G-WELDUPLFTIq". w �? v V 8 7-1 13 OJOI5T HANGERS (WOOD FLUSH BP:AM): IC d w O ju= �Oy PROVIDE SIMPSON MIU2.56/II FACE MOUNT HANGER ® EACH w 11-- PILL] 0® F O F.J. N.O.N.) PER MANUFACTURER SPECIFICATIONS / w N ip iq d i l OJOIST HANGERS (WOOD FLUSH BEAM): I z w r Ow BEDROOM #1 r Ow PROVIDE 5IMP50N MIU5.56/11 FACE Mc7UNT HANGER ® EACH 1 z lY vu� 292.0 S.F. j F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS ��w _ - w O GREAT ROOM O 30 �i IM `? n 564.6 S.F. z_ KITCHEN O z0 3 0 O z 0 j wap O LOAD BEARING WALL w/ REINFORCED F.J. BELOW: o _ l0 246.9 S.F. w w- 3 p AS INDICATED BY HATCHING ILA H 0� ~I w _ p w r p POST'TO I Q z tt� IU �!L HEADER P05T FRAMING NOTE: Ion m �' pw (5) 2"x4" POSTS xI' w V Q) �Im STACKED BENEATH DROPPED BM. F05T5 FOR DOOR AND WINDOW HEADERS SHALL FOLLOW p ' p (2) 2"x4" POSTS N STANDARD FRAMING ORAPHIC ON PAGE 5-005 UNLESS IL 11 j= Q� 1 [A POSTS ABOVE TO FLUSH BEAMS77 rylf'i NOTED OTHERWISE Fr>S p® � DROPPED BM. ,..... 2 2"x8 !� r 1LL u,l xh DOOR HD syr o cv i II 4 C /+� ♦ ^r 8 5 m>Z I WALK-IN GL. 40 S.F. 5 PANTRY � 2 2 ! F- rr 25.6 S.F. 5 I (2) 2"x8 # o `> BATHROOM 1 w _ _ WI2x45 A56 5_TEEL FLUSH 5M. _ .v ._ .-._ es _ HDR 2.0E LVL I L FLUSH SM. w w -16.0 S.F. O r 3 -- ug 6 _; - i ---- ---. - POWDER r6 Oc �F (3) 2"x4' IY V 6 , U - w O Q (2) 2'x4 POSTS/� IL 00, O z O O z 0 - Q� O - 0 TO FLUSH BM. - d) POST TO �� :2-7.5 ROOM . \FLUSH BM. --- �+ 0 �r PARLOR -- ry \ / OPEN TO mIL 119.6 S.F. m? (2) 2"x4" POST (/ 7IL , �tL ABOVE O O 0 1 1 w � STACKED Q D N NO ROOM V BELOW (2) 2x4 - - v 1"14.5 S.F. , POST ABOVE (5) 2"x4" �C'S9 0 o� r p 5 W- Ao7�r POST TO y r�8 fi t. P - w.D 4 - - 4 PROJECT: FLUSH BM. �'�i\>S„ o cF O POST TO e c _cj� ® HALLWAY (5) 2"x8" HDR - - - FLUSH BM. X \ �y6`4 r �!! (3) 2"x4" POST -- - - -- - - ROYALT®N ROW tl ^ \o O 5TAGKED -- -- - �ryw MUDROOM \� e\� BELOW (2) 2"x6" - 1.5x5.5 LVL' (3) 2"x4" POST LOT 6 DESIGN C 90.2 S.F. „-� vp �``p L P05T ABOVE (5) 2"xb" (2) 1.-15"x11.8"75" G.P. 2.OE LVL �� 5 STUDS AT GL \-57ArKFD P05T TO FLUSH BEAMS BENEATH POSTS TO (2) 2"x4" POSTS 1� ryv >S o� DOUBLE-STORY " POST ABOVE FLUSH FLUSH BM. BATHROOM WINDOW HDR ABOVE �`� Q'J FOYER WALLS - - - -- --TO FLUSH BM. (� w �O +rr \yr �Gscfi - -- -- -- --- -- - - ------- -- �oa'GA +�. - COX NECK ROAD (5) 2'x4" 'Ir♦< �/ (2) 1.15 xcl G.P. 2.OE LVL UPSET BM. NIATTITUCK NY 11952 POST TO S\� �. `iY -�' ♦��+8,, \FLUSH SM. yip�(<`< �19<<rTC D �J 2 GAR �ooa �` X6`0°! I n D o iv D CC A RAGE l �♦y x < 543.6 S.F. �9Gsy <` � (2) 2"xb" POST ;Im I I m ( ; DRAWING TITLE: 5TAGKED I, `'r> oar` (3I 2"x6" \ BENEATHA° _ PROPOSED STRUCTURAL PLAN �5,, psis P05T TOEY (2) 2'x10" HDR 8 FLUSH BM. „ G •8 � A fi ti 2x8' G.J. a I6 O.G. w/ No, S�>S,, rsy`oP RAISED MASONRY PATIO � ,j SIMPSON LU526 JOI5T �, oo 0 o cF O p HANGERS ® UPSET BM. m \ +>, �'sy♦moo iv la 1: �♦ G1 �� i,+� (3) 2,x6, PAGE: POSTS (5) 2'x10" UPSET SM. %,q� TO HDR ol 16111 VFW c � y 9- \off+ \ D DATE: 04/06/21 13 OF 16 y ♦ i �s G�� (3) 2"xb" 4�SC S\Gfi �O P05T TO O� O lT� FLUSH BM. Q ei Ng,� FROFOSF-D FIRST FLOOR STRUCTURAL PLAN SCALE: 1/4" = 1'-0" _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT • �.��.�:.%` ' WOOD FRAME (L.G. 5TL. W EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G• NEW FOUNDATION WALL STL. WHEN APPLIGABLE) Q f---{ MIN. (2) 2"x4" STRUCTURAL NEW I-HR FIRE RATEDEl I- -I WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) a Z O STRUCTURAL PLAN NOTES Q 0 O 51NOLE SPAN STRUCTURAL MEMBER: 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS W ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY J ABOVE INDICATED POSTS. J 00 PROVIDE SIMP50N HCLTV HANGER AT INDICATED BEAM O CONNECTION;WELD HANGER TO STEEL BEAM PER Z a) W MANUFACTURER SPECIFICATIONS (SEE 201q SIMP50N 57RON6-TIE OOD CONSTRUCTION CONNECTORS PACE5 I 162-164 4 BULLETIN "T-G-WWELL)UPLFTIq" z. d m ` >I O a >: wlt TYP. 57L. COL.: O3 - 3-1/2" O.D. SGH 40 HOT DIP C-ALV. STL. COL. (ASTM A123) Q � N BY SIMS STEEL (OR EQUAL) LL' J W (D Ln ix rl OPEN-WEB JOIST REINFORCEMENT: O4 ~ PROVIDE 0513 20 O.G. (SPAN RATING) REINFORCEMENT AT EAGH JOIST, A" THK. x II-'7/8" HIGH x 16" LONG.CENTERED O 6 J O BENEATH EXTERIOR WALL ABOVE, FIXED ON ONE 51DE OF JOIST IN VERTICAL P051710N TO TOP d BOTTOM CHORD w/ 0 W "PL PREMIUM" GLUE (OR EQUAL) B 3" NAILS ® 5" C.G.; m SEE AL50 JOIST MANU. SPECIFICATIONS. OPEN-WEB JOIST REINFORCEMENT: (3) 2"x8" UPSET BM. � EN PROVIDE FLAT 00-0 (> 5 PROVIDE 055 20 O.G. SPAN RATING) REINFORCEMENT AT ROOFW EACH JOIST, j&" THK. x 11-'1/8" HIGH x 24" LONG, CENTERED _._.....::::::.:::..::.:.:... _: x__.::_ _._w: m., MEMBRANE ? UIQ � BENEATH INTERIOR LOAD-BEARING WALL ABOVE, FIXED ON :: _. .. _ _ .___ _..._..._."....___._._ U �� SLOPE AWAY = J _......_......... ._.._....__._....__...... r:::: .: : _ BOTH SIDE OF JOIST IN VERTICAL POSITION TO TOP 3 -„.. .... _...,.j _._ - � ____ .._..._..____.__ __._.... �t 3`fl J _ ,_. . . .._ __....... , ...____. _. . . - FROM BUILDING n 130TTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL) 3 3" -............................__.__ .. .. = V j NAILS ® 5 O.G.,SEE AL50 )GIST MANU. SPECIFICATIONS. _._.............. _..................... ..._ _....__._........_._................ Q - JOIST HANGERS (STEEL FLUSH BEAM). ( ) 6 —_PROVIDE 51MP50N BA2.56/11.ep8 TOP FLANGE JOIST HANGER === µ W —=— =`" "_ -`""-=' ' '" "`` (3) 1.15"x11.25" O.F. 2.OE LVL HDR a 4 O ® EAGH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER VALLEY - -- -- ' -` MANUFACTURER SPECIFICATIONS (SEE 201q SIMP50N _..._....... ..._._._.........._..........._____...__._ ._____ .�......._...._. v - W : u STRONG-TIE WOOD CONSTRUCTION CONNECTORS PACES 162-164 b BULLETIN T-G-WELDUPLFTIq'. (2) 2"x8 HDR (2) q.5 LVL s d)1 JOIST HANGERS (STEEL FL.U5H BEAM): HDR O PROVIDE SIMPSON BA3.56/I1.&8 TOP FLANGE J015T HANGER ® EACH F.J. U.O.N. WELD HANOER5 TO STEEL BEAM PER MANUFACTURER SPECIFICATIONS (SEE 201q 51MP50Nr� STRONG-TIE WOOD CONSTRUCTION CONNECTORS PACES +� \ 162-164 $ BULLETIN "T-G-WELDUPLFTIq". OJOIST HANGERS (WOOD F1.U5H BEAM): @�� rs ? uw ? uw PROVIDE 51MP50N MIU2.56/11 I=AGE MOUNT HANGER ® EACH F.J. (U.O.N) PER MANUFACTURER 5PEGIFIGATION5 ti oo 'O ry® BEDROOM#2 ry ®QWl OJOIST HANGERS (WOOD FLUSH BEAM): s S,, q 515.4 S.F. PROVIDE 51MP50N MIU3.56/11 FACE MOUNT HANGER ® EACH `Q� TGA BEDROOM#3 w F.J. (U.O.N.) PER MANUFACTURER SPEGIFIGATIONS 241.6 S.F. � Q j 10 LOAD BEARING WALL w/ fZEINFORGED F.J. £FLOW: /'� GF\ v w �,yl s L\ p = p AS INDICATED BY HATCHING LIVING ROOM Sr .p N '� GA 253.9 S.F. L p 1 (3) 2"x4" Q HEADER P05T FRAMING NOTE: POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW q N E I Y< �\ �Q POSTS 2 I, TO HDR (2) 2"x8" d)11 STANDARD FRAMING GRAPHIC ON PACE 6-003 UNLESS �- \ CL. (4) 2x4 POST x u DOOR HDR - qy��, +r (4) 2"x4" BENEATH P05T in w (TYP. U.N.0) iy P05T BEAMS \ TO RIDGE al (2) 2x8" ry NOTED OTHERWISE Q' t- +� N R DOOR HDR 10 10 u L Q - --I (TYP. U.N.O.) x � SIMP50N 3 (V ® HHU55.50/10 o� _m WALK-IN GL. B G'h 00M#4 it HANGER Q 60 S.F. I 4 G S, 2.0E' VL FLUSH BM. I I •o + 1 I 1 Q- �• I �'� o J• �,, �T F 95, � � - I / 9, ® +i �< (3) 2x4 ^q�rs O„ 'Li (2) 2"x4" P05T TO . - U v��tt! .� �b p c POST TO BEAM = p? _ z v = w ALO 'c BEAM Lc p +� IL BATHROOM#2 x - �y �4 Ol. HALLWAY fi 0 iv ®Q ell ov 40 i - - - - -- -- + 1 I 10 s,, J OPEN TO 10 ill - � BELOW � IO -- (2) 1.'15"X'1 6.P-&.PLVL HDR E- (3) 2"x4" P05T5 ATTIC _ ryri Q BENEATH POSTS HATCH ` _` '`•'.:..>: - TO RIDGES BATHROOM#3 _ ��- -".�.�a,,,•.° ��m� -- ---- (2) 2"xb" POSTS 64.6 S.F. _. _...,.___..... -- .TO VALLEYS 1.5 x5.5 LVL STUDS 9- r 2 2x8 HD -.. r o, O AT DOUBLE-STORY o cT FOYER WALLS _._ :- .....:... -:.,::—. .-:m;_m_._.._. _. M ..._ _. _ _ v-. RYA LTO N ROW INSULATED '� LAUNDRY (2) 2"xb" LOT 6 DESIGN C P05T TO 4�ps.o cT DOOR ROOM VALLEY (?) 2"x8" HDR L .c• 32.5 S.F. COX NECK ROAD M: Mm___. w::w :•. - m::: :.::: m:..-:::.: • - MATTITUCK NY 11952 BONUS ROOM UNHEATED _.w::::- - -= m: ..: =. - - -- DRAWING TITLE: UNFINISHED - --- -- - - - - __.._.._._.....___ ....____.."_._.........._._....__.._"__.......".._.....__- ._._....._._._.__....._ -- PROPOSED STRUCTURAL PLAN `p �F- __. _............._._. . PAGE. �n 0� r� n <1 uw 'm no U DATE: 04/06/21 14 OF 16 o� 0 ep m Q �'fi�Oi�OSEI7 SEGONI7 FLOOR STfi�UOTUA�. PLAN R � P 5GALE: 1/4" = P-O" OE I EF�AL 5��50L < ""r Q EXISTING TO BE DEM01-15HED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. 0 W ' EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q ` STL. WHEN APPLICABLE'.) � �--{ NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL ,J WOOD FRAME (L.G. 5TL.. POST FOR 4 WALLS (MIN. (2) 2"x6" STRUCTURAL J WHEN APPLICABLE) I' P05T FOR 6 WALLS), U.O.N. cc NEW 2-HR FIRE RATED 0 WOOD FRAME (L.G. 5TL.. WHEN APDL I GABLE) ' ---�---_----- Z O I- 5TRUGTURAL PLAN NOTES Q 0 O SINGLE SPAN STRUCTURAL MEMBER: x M, � STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS DOWNSPOUT W 4"x3" ALUM. DOWN TO ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY DOWNSPOUT SPLASH � ABOVE INDICATED POSTS. PROVIDE SIMP50N HOLT/ HANGER AT INDICATED BEAM DOWN TO ()oSPLASH GUTTER HIGH GUARD ®GRADE (TYP) j O CONNECTION;WELD HANGER TO STEEL BEAM PER GUARD MANUFACTURER SPECIFICATIONS (SEE 2019 SIMPSON GRADE (TYP) POINT (TYP) Z_ Tq C) vq STRONG-TIE WOOD CONSTRUCTION CONNECTORS PA6O E5 J 162-164 4 BULLETIN "T-G-WELDUPL.FTI9". z >: TYP. STL. COL.: CUTTER HIGH O3 Q Z c'I 5-1/2" O.D. 50H 40 HOT DIP &ALV. 5TL. COL. (ASTM A125) POINT (TYP.) BY 51 M5 STEEL (OR EQUAL) f LL I (D Lo w T1 OPEN-WEB JOIST REINFORCEMENT: ----- Lo O4 PROVIDE OSB 20 O.G. (SPAN RATING) REINFORCEMENT AT 4"x3" ALUM. a V I� a v EACH JOIST, A" THK. x II-7/5" HIGH x 16" LONG. CENTERED DOWNSPOUT a 0 % n a 0 O J O BENEATH EXTERIOR WALL ABOVE, FIXED ON ONE 51ME OF 4"x3" ALUM. DOWN TO $ V � .0 .fl DOWNSPOUT DRYx WELLS ® ;i F_ J0I5T IN VERTICAL POSITION TO TOP 4 BOTTOM CHORD W/ DOW^. TO CRA,DE (TYP.) d 6 E r I iV ® " ® - W PL PREMIUM GLUE (OR EQUAL) 4 3 NAILS a 51, O.G.; r SEE ALSO JOIST MANU. SPECIFICATIONS. _ CRADE (TYP.) C dJ - - - -- --- — - - - - - - -- - -- - - 4"x3" ALUM. D��YWEL�S ® - OPEN-WEB J0I5T REINFORCEMENT: - - - _-- ---- ----- -_- _-- ---- -- O PROVIDE 055 20 O.G. (SPAN RATIN&) REINFORCEMENT AT - ® l DOWN TO DONN5POUT V - - -- - -- --- -- W SPLASH EACH JOIST, THK. x II-7/5 HIGH x 24' LONG, CENTERED 6UARD BENEATH INTERIOR LOAD-SEARING WALL ABOVE, FIXED ON I GRADE (TYP) BOTH SIDE OF JOIST IN VERTICAL_POSITION TO TOP 4 BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL) 4 5" U J NAILS ® 5" O.G.;SEE ALSO JOIST MANU. SPECIFICATIONS. IQ JOIST HANGERS (STEEL FLU5f-1 BEAM): O PROVIDE 51MP50N BA2.56/11.88 TOP FLANGE JOIST HANGER ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER MANUFACTURER SPECIFICATIONS (SEE 2019 SIMP50N :. STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES 162-164 4 BULLETIN "T-0-WELDUPL.FTI9". J0I5T HANGERS (STEEL FLUSH BEAM): x a o n O PROVIDE 51MP50N BA5 56/11.55 TOP FLANGE JOIST HANGER N O d ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER s x ® N4 MANUFACTURER SPECIFICATIONS (5EE 2019 SIMP50N p r 5TRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES 162-164 4 BULLETIN "T-G-WELDUPLFTI9". OJ0I5T HANGERS (WOOD FLUSH BEAM): e PROVIDE 51MP50N MIU2.56/11 FACE MOUNT HANGER ® EACH r� (3) 2"xb" (3) 2"xb" F.J. (U.O.N.) PER MANUFACTURER SPECIFICATIONS PO57 TO P057 TO RIDGE RIDGE OJ0I5T HANGERS (WOOD FLUSH BEAM): i i PROVIDE 5IMP50N MIU5.56/11 FACE MOUNT HANGER ® EACH F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS (2) 1.75"x11.25" 6.P. 2.OE LVL RIDGE I 4"x5" ALUM. O10 LOAD BEARING WALL W/ REINFORCED F.J. BELOW: DOWNSPOUT �(3) 2"xb" POST 1 AS INDICATED BY HATCHING DOWN TO 8r� TO RIDGES, I (2) 1.75"x9.5" G.P. 2.OE LVL FLUSH BM. DRYWELLS ® o HIP, 4 VALLEY GRADE (TYP.) % _ w/51MP50N HHU545 HANGERS HEADER P05T FRAMING NOTE_ POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW STANDARD FRAMING GRAPHIC 014 PAGE 0-005 UNLE55 NOTED OTHERWISE / ��'� � ryo x O N � x ;y Z� N ® j / RHEEM 115,000 BTU o� r k Qv Y y r r �q OAS FURNACE MODEL 45 L x - rY y �� - / % NO. W95TC1151524M5AQ� I N / or (OR E-OUAL) ® +% '� w cv P I'-O".TYP. / Acti D Q Q a LLj LL o (5) 2"xb" POSTS N 3 -- -- -- - - - -- - - -- - — -- — -- - -U— - ---!-- - - / ATTIC N NOL _ HATCH I' �(2) 2 xb' O (2) 2'x6 1' �---- ® +/ POST TO \~ POST TO > TO RIDGES ,P � I � I o 12:12 PITCH 12:12 PITCH f,�.n--- ----- ----- „ [L Q 4"x3" ALUM. n DOWNSPOUT � v� w DOWN TO ----------------- ---- --- -- ------- - A c4 GRADE (TYP) R.R.�4 cyoT ® Ib" O.G. - - ® I6" O.G. v 2'x5' R.R. a p 4"x3" ALUM. PROJECT: s,,o Q� rcy — — - DOWN5POUT \\ ry0kiv c I DONN TO SPLASH GUARD ® R OVA LTO N R O W \ �e GRADE (TYP) `� +,,�^� ► i LOT 6 DESIGN C ^� �s L - - - - - - - - - -- - - - J ------------ COX NECK ROAD MATTITUCK, NY 11952 / N / 4"x3" ALUM. DRAWING TITLE: DOWNSPOUT DOWN TO PROPOSED STRUCTURAL PLAN Tc DRYWELLS /X / 4"x3" ALUM. GRADE (TYP) DONN TO � LS ® / 4x3„ ALUM. GRADE L5 a DOWNSPOUT / GUTTER HIGH DOWN TO R WEL / POINT (TYP) SPLASH 6uARD ® PAGE: / GRADE (TYP) \ / 100000 \ / DATE: 04/06/21 15 OF 16 U 4"x5" ALUM. DOWNSPOUT DOWN TO r DRYWELL5 ® ”x` i. GRADE (TYP) r �A �F JR4 �4�. r', FROFOSF_t7 ROOF STRUCTURAL FLX- ,,J SCALE: 1/4 I -O Q W w J Q 0 J_ F- cr d Z O I- Z Q � w J J 00 Z U Q Z H Ix V' WC4 In ri 1` Ln ri J O w U w F_ U _ - J 0 J Q 4 FRESH AIR VENT r . J I L THROUGH ROOF ..>.:_ I Q 2ND I FLODR \ BATHROOM#2 j BATHROOM#3 BATHROOM#2 BATHROOM#3 " _ LAUNDRY LAUNDRY NOTE: OTE: - 1 ALL PLUMBING WORK LAUNDRY ALL PLUMBING d I I I a SHALL CONFORM TO FUEL GAS WORK O 1 211 12111 1 1 I' 21 I I LOCAL PLUMBING CODE I „I t O I I I O SHALL CONFORM O 2"I I I I I 1 1 I 2 I IILTO LOCAL 4 I I I I I I I I I 1 PROVIDE "ABESGO FF200 FR Q I B I I B I I B Q I PLUMBING CODE d z0 I B I .B 1 1 2 1 2 I B I 1 2 I 1 EXPANDING FOAM" (OR EQUAL) j l i I�Q4 Q4 I I�Q4 (� p FUEL OAS v I 1 I I I I I AT ALL PENETRATIONS IN FIRE V I I I U v K I LEGEND 0 lu I I I p� p - lu �' RATED KALL5 AND W.G. V I 1= I i 3 I I I I I* K I I b^1.G. z ry N W G I I- G 12 CONFORMS ILO ASTM F'RODU,T n1 �. I cV v I(V UI IN U. I N v I N v I icV m cV I I v HOTSUP (NATER = PIPING PENETRATIONS: I - _I I- 1 I- SHOWER N 1 - _ ------{ --i.: N - - - - - - -- - - -- - 1. PROVIDE "ABE5G0 FP200 FR j II 'I I TUB (SHOWER I I TUB I Wq ER AST E 84, AND UL 14-lq -ryl L- ryl 1 1 �_I 1 1� 1�� Ua �s R -� DRYER ---_- EXPANDING FOAM (OR EQUAL) I I- I- 1 �_ N TUB --------- AT ALL NS G.O. 2 2 1 2' 3" ---- ---- -------- ------ - --= --- - - - - — F7- - - - - 1 _ _ -� GOLD WATER AND FLOORS//C LING5.AT WALLS BATHROOM#I G.O. - - -.._.._.._ .._..- - - - 2.PRODUCT CONFORMS TO AST E i I . _. -�_.._.._,t - SUPPLY POWDER ROOM KITCHEN BATHROOM#i I I 814, AST E 84, AND UL 141q POWDER ROOM KITCHEN NOTE: I PROVIDE "ABESGO FP200 FR I ALL PLUMBING WORK I EXPANDING FOAM" (OR EQUAL) I SHALL CONFORM TO I j AT ALL PENETRATIONS IN FIRE - LOCAL PLUMBING CODE I RATED WALL5 AND j oC KITCHEN GREAT ROOM r2 12 2"� 2 2„I I BAR 1 � I __- r- 1 T---- � I O _ „ �'--I I FLOORS/GEILING5. PRODUCT O O 11 O CONFORMS TO AST E 814, O --� 2 --T- I BAR I I I GLEAN OUT SINKAS I I 2„I I SINK I 3” I I I 1:211 AS REQ'DLL I T E 84, AND UL 147q IL CJ a a CJ0 GAS i Z LL LL I i UI I S = V �I j �I j �� i 'I LL FIREPLACE VENT PROVIDE F.A.I. VI iv M-n Ii0 I- I- - - (SHOWER nm �I � �I � � N1 � 1 w lry” 4" DW I iv I n NI SHOWER p DW I� 1 - - - - - - --- -- -i -- --� --- „ _. .. ly'- _ �\_ _ REGULATOR �- �-----�--------,� - - G.O. I I 6AS SUPPLY 4" MEGH. 1 u i 4" HOUSE ROOM i a MAIN DRAIN C.O. I I TO STREET j TO GAS I WATER MAIN MEGH. MAIN PROJECT: 4" ROOM I I .._ > TO SEPTIC li I I SYSTEM ji l ROYALTON ROW Et IST ! LOT 6 DESIGN C � i 3� FLOOR FURN. I ---- COX NECK ROAD MATTITUCK, NY 11952 FLUM51 A1C R I SE_R - DRAIN / NASTE / VENT FLUME31 NCS RISER - SUFE L"'r CAS RISER - SUFFLY DRAWING TITLE: SCALE: NTS SCALE: NTS SCALE: NTS PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: PAW E no ae 10 s ()_ 0% DATE: 04/06/21 16 OF 16 r: c P / u...o SITE PLAN HATCH KEY: CL PROPOSED BUILDING ADDITION Q ® PROPOSED ACCESSORY STRUCTURE J _ ® PROPOSED 2ND STORY 9 0 J ' R0�1E�T 5 0FE : FA 0 - (5-001 .01 PROJECT LOCATION & SCOPE Z NEW 2 STORY ND. FRAMED DJ�IELL I NC W 1 TH ATTACHED SITE PLAN & ZONING DATA = CAR OE AND GO\/E-RED FORGH Q ° o w ENERGY TABLE �_ 00 STRUCTURAL DESIGN, ARTS Z to — -�-_.`_ TAX T-IAP # 1000-113-07-19.35 �"00� .00 HOEDOWN, ANCHOR BOLT, Q >: 4 ��- STRAPPING, & NAILING DETAILS Z ZONIN.S DISTRICT A-0 FASTENING SCHEDULE LL w cD �� ►� LOT 4,REA 0.'7 ACRES �q5 00 / _ -QQ�-•Q® FRAMING GRAPHICS o Q WETL/�NDS DISTRICT N N/A BEAM CONNECTION PATTERNS J DEC D15TRICT N N/A FIREBLOCKING DETAILS s / SUFFG LK COUNTY HD APPROVAL R-21-0174 5 I— PROPOSED FOUNDATION PLAN uj N HABITABLE SPACE PROPOSED: 2 J U J - - - - - - - - - - - - - - - - - - - - - - _ - BA5EI�GENT AREA A- 102 .01 PROPOSED PROPOSED FIRST FLOOR PLAN Q FIRST FLOOR AREA PATIO i STONE SECOND FLOOR AREA 1,976 S.F. \3 240 5F S T O �I / I O �o , - , _ - Q j•Q I PROPOSED SECOND FLOOR PLAN \: \ :\ :o• \ \ mammomms N v- I % LOT DESCRIPTION (FOOTPRINT) AREA COVERAGE A-201 .01 PROPOSED EXTERIOR ELEVATIONS TOTA!_ LOT AREA 32,496.0 S.F. � lin PROPOSED BUILDING 1967.0 S.F. 6.116 ' COVERED / i PROPOSED EXTERIOR ELEVATIONS STONE PATIO —2®2 .0 302 5F / PROPOSED GARAGE 584.0 S.F. Le8% U PROP SED COVERED STONE 302.0 S.F. 0.915 >� ♦ o PROF05ED PATIOS 310.0 S.F. 1.0% w ``� - - -�Q 1 •Q 1 BUILDING SECTIONS z TOTA_. AREA OF ALL 5TRU07URF-5 3163.0 S.F. 9.'1% a �♦ ?o S �Pv _ - - - - - - - - - - -- "MAXIMUM LOT COVERAGE ALLOWED - 20 % p o 2 U. OI z ui a. .:.> . .. .., � �; • .. .,,\\ ,, - ,�, NG SECTIONS BUILD N 9 i T:dui � :.3'S 7' ;tGi •~ Alts E SI: ;moo z :,\\ \.. \, \ , \, \`. DESIGN DETAILS o o ` REQUIRED PROPOSED COMPLIES a � w _w FROM°� YARD 40.0' 63.9' YES •�' m o `` om SIDE '.'ARD 15.0' 44.8' YES w N co N W ` �►-L-6O�'a- c`n I BOTH SIDE YARDS 35.0' 99.5' YES o N BDG1= Lu OF PAVING .0 I PROPOSED STRUCTURAL PLANS REAR YARD 50.0' 51.8' YES w ♦ i�' N ♦ QCN Y '+ w 0 �♦ -�QN S- 102 .0 I PROPOSED STRUCTURAL PLANS o PROJECT: PROPOSED STRUCTURAL PLANS ROYALTON ROW LOT 6 DESIGN C ' COX NECK ROAD GAS RISER MATTITUCK, NY 11952 DRAWING TITLE: S 1 TE FL,�N \y ,,,�,� PROJECT LOCATION & SCOPE Ag"i— — " :SCALE: I O 20 O SITE PLAN & ZONING DATA t , P u y f (fes< ni aA�a�e. I \, \.\ a •a ;. �'f 3 , .> .•i'>,.�• ., .. `,t•<.,••. .... k',Vii}, 4;.�_�< e:�,' 44 P:. '�g •\• 3.... .,a .1:\..•\ti`s .:•.:.:. ;p<• „w `` ,•_ `�� ,..,: '.,e.to :.ee`.:..., • '. .,... •..,' ..::°sc,•,.b,,r q °..A�di,\.'77s' �q-.,....�\\�i:�<.' `Ai;',�„" .aii:�„�.i'`: � ,�."a .'.� 5},<C: E> 'a. ;'s%..\ :kn:c.F r,'..&, ;�.�. •.t ..su=, s.' < '„ceR,.'.ja.'"b .fir. .��• _�<. r ,_ .'�=:. ,�•> .�r AGE. �•. :. x :' •,� 3 , .. yd e.Y�: \�\.'YNa e3,..3'•�.`•y1 .i. �,. `� ':: 4.P.'. :�. z; ..' 40% 01001 r` ;?�, j.i ,z°; �..a< SU�JGT i�ROi� RTYIN, Mw S• a a> h e < , , i\� 3, f+�"a: �is= 1\.. s\\' \v w '�=, ': b� Cti '\' :`\.°_• \: '�.o s ,.[� °a. `.•,a.'�.. ,rte.�\:. :.�:>' :�a. •.`.. ,. .,t , , \,.:....\.,< . .........,., :\��,... i tea... �. yk\�\\..:..�•: _' •`�. .��_:. .� ...:,•�r #, P: DATE: 05/05/22 \ \ F 1 0 1 �Y a.a \. x , b• o\\ e\ S°a " cb. , 4 � 3 .a �f.. ...:_°.> ...�,\:..\\�\��..•....< .3. "�i' .r•�� = d t °0•D '< W: e^8'` twsS€ h l f a°- is •�,° .,�,�.._.� ='4�*, .,.�` `\\a�\ ..pmt Al WMA, All, , SITE LAYOUTNOTES: >.e. , .....a , fa\_\,. a,: ... :..•.�..x. . .:. L Y .��....v .y. .L. .4�,us:s�€`.. ��n� "�'3'�':P'Ei \\ b \J \` r,\ •\.. :4�`€w I v;.<... .a� ^xR. +ww zr1;t„ •�� 9\ •�� fµ??ya '33��.: Y.v:•'Yx>; iyNN. °k� al I. TH15 15 AN ARCHITECTS 51 PLAN d 15 '�• �_.�"- :::: � Y SITE L Z 2 '�}:e .eV�; �•.<.. 'i, ,�\�� °$ fwf g 044. ` _ ^°. € .>�. �et.�. j' SUBJECT TO VERIFICATION BY A IG �•. � "P' `:a. ,,1; \ LICENSED \ SURVEYOR. F ' YO THE INFORMATION °�" ' p,. $.. 1 t B };s m U , I D Q „ ^ REPRESENTED ON THIS SITE PLAN 5 T w 4�, P. :'> •:.n,•s•' .:' .,..•. • ,,_. `;f �'I e ° � .,:;° ^��` �_�� . aT`' DEPT. �! TE L N I O THE � ,.%. �,_ �,t ,�a � ;�,`:°�~ r.r.� ;. ..� ,;�.. R < .� :�'_ <'a :�_ �a `.,° iit.•?�; � „�. �i"'3 ':�. TQVUIV �',•� C " OF SO TI- a: - " rpt y. ARCHITECTS BEST OF KNOWLEDGE. �. M • +3f ..ate .w 2 W x L r1 Y` 2. SURVEY INFORMATION WAS OBTAINED �. t i� €,.. f t 4 FROM A SURVEY DATED SE TE PT. 17 2020 k�` Q ffi 1 AND PREPARED BY: F p q.. {• x.< 3 f. a\ f1 why q PETER A. GROBEN > ^ ¢�>� N s. '1 LAND SURVEYOR 03��q P.O. BOX 704 RIDGE, NY 11961 ��. TELEPHONE: (631) 849-4750 LOCATION M,�i� OF Nti��s SCALE: NTS 0EI ` ERAL 5*""rI IE3OL E`r : a EXISTING TO BE DEMOL15HED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. Lu W EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.O. NEW FOUNDATION WALL .J a 5TL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL P05T FOR 4" WALLS 0 WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL J P05T FOR 6" WALL5), U.O.N. NEW 2-HR FIRE RAPED 2'-O" 2'-O" 5'-4" 3'-3y2" 2'-O" '-O" 2'-O" 3'-3y2" 012'-0" --10 e WOOD FRAME (L.O. 5TL. 6" P. GONG. IL WHEN APPLIGABLE) >- R R KALL - . - . - - . - . - . - . Z _ Z FOUNDATION PLAN NOTESui a TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: NEW MECH. ROOM: O • (2) 2"x6" P.T. SILL PLATES w/COPPER TERMITE SHIELD II I. (2) NEW FURNACE (RHEEM PRESTIA(9E SERIES 400 4 _J J E SILL SEAL TON)$ RHEEM GAS WATER HEATER TO THIS > d' Q • ANCHOR BOLTS AS PER PAGE 0-003 LOCATION I I I , I Z Q (� • P. GONG. FOUND. WALL A5 PER DETAIL UPON 2.INSTALL AS PER MANU. SPEC.'S 6" P. GONG. J r • P. GONG. FOOTING AS PER DETAIL 3.F.A.I. THROUGH WALL RISER WALL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 4.FLUE THROUGH WD. FR. CHASE Q • B.O. FOOTING 5'-0" BELOW GRADE MIN. ° O O • I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN 5. MAINTAIN 30"x30" CLEARANCE IN FRONT OF O'�` ' _ - z �; �' MECHANICAL UNITS AS PER NY5 MG 306.1 I MASONRY I _ a Z � APPLICABLE) 6.MAINTAIN ALL APPLICABLE VENTING PATIO ABOVE - O r - tL - _ = I = _ - - �i ..J N • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / CLEARANCES REQUIRED PER NY5 MG 604. I I LA m - W W CD STOOPS (WHEN APPLIGABLE) 7. DISCONNECT,REROUTE, 8 RECONNECT 14 14 _ 4 • MASON To FOR HEIGHT OFOUNT FOP, FINISH WALL 6 SLAB (WHE>°APPLIGABLE)NE ON THIN T EQUIPMENT TO EXISTING PIPING AS REC�'D I �• I rL - 7 ' - -- I - •_ O QTYPICAL MECHANICAL ROOM NOTES: ( I �JI. FOR WD. FR. FLOOR - PROVIDE 1/2" CONC. BD. BYHOEDOWN: "DUROCK" (OR EQUAL) MASON�Y 14 COMPACT i� iWHOEDOWN 'D' AS PER PAGI= 6-003 2. FOR WD. FR. GLC. AND/OR WALLS - PROVIDE (I) BACKFILL IN 6 PATIO ABOVELAYER OF 5/8 TYPE "X GYP. BD. UL U305 (OMIT ONLIFTS;PROVIDEGONG. WALLS) 3GONG. SLAB - -J - - - I QTYP. STL. COL.: 5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. I W/ STONE FINISH I I_SEE NOTED DETAIL AS PER PLAN SPEC.s AND AS PER NY5 MEGH. AND FUEL 6A5 GORE2262-6f W4. WHEN EXIST.,MEGH. EQUIP. SHALL BE VERIFIED THAT "IT CONFORMS TO NY5 MEGH. AND FUEL GAS CODE - - - - - - . - . - - . - ® � U 5. COMB. AIR VOLUME AS PER MANU. SPEC.'s - PROVIDE24"x24"x12" DEEP P. GONG. PAD FOOTING FRESH AIR INTAKE FROM EXTERIORAS PER NOTED DETAIL (TY'P.) 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICALEMERGENCY SHUT OFF SWITCH7. FOR GAS SERVICE, PROVIDE 6A5 SHUT OFF SWITCH / - - - - - - - . - . - .30"x30"x16" DEEP P. GONG. PAD FOOTING 6. LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER /AS PER NOTED DETAIL (TYP.) CLEARANCES AS PER CODE x / / 26'-OIq'q. PROVIDE 3" FLOOR DRAIN $ CONNECT TO EXISTINGSANITARY SYSTEM AS PER NY5 PLUMBING CODE45"x46"x24" DEEP P. CONO. PAD FOOTING w/5-1/2" O.D. 13 SCH ,4o HOT DIP &ALV. ST'L. COL. (ASTM A123), LOCATEDDIRECTLY BENEATH STEEL COLUMN ABOVE (BEAMS SHALL FREEZE PROOF HOSE BIB:12 FASTENED w/MASONRY ANCHORS (PRECISEp_ X NOT BE CONTINUOUS ACROSS THIS COLUMN d MUST BE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER)SPLICED);SEE ALSO DETAIL q/A-401. FOR WOOD STAIRS ® GRADE:24"x12' DEEP P. GONG. CONTINUOUS FOOTING4" THK. P. GONG. PAD 6" WIDE x REO'D LENGTH UPON O Oi = ° 1 6" GRAVEL UNDER 2"x12' P.T. STAIR STRINGERS ® EGRESS rLL AS PER NOTED DETAIL (TY'Pa WINNOW VU ►nMAX. 16" O.G.,U.O.N. (MIN. 3 STRINGERS)4" THK. P. GONG. SLAB w/�6"xb"-10/10 W.W.M. w/ WINDOWREINFORCEMENT A5 PER DETAIL RESERVED �� '1 ® 6B ® ® D4" THK. UN-REINFORCED P. GONG. SLAB 0IL BASEMENT �ti D,FLOOR DRAIN: UNFINISHED 4B 3 4B 1 4B _EXTERIOR 3" GUARDED FLOOR DRAIN w/3" TRAP / ELEC. PANEL UNHEATED @ 3 I � w1,840.5 S.F. � [ =GLIDING BASEMENT WINDOW / / (3) i'i5"x11875ry `QPROVIDE (2) 1."15"x11.6'15" G.P. 2.0E LVL HDR,FLUSH w/F.J.; NAVIEN WATER HEATER MODEL NF'E-SERIES �6.P. 2.0 LVL G.P. 2.OE. 6.1 2.0ATTACH I-JOIST TO HDR w/ SIMPSON IU52.56/11.36 HANGERS 6 (OR EQUAL) / w DROPPED BMDROPPED BM. DROPPED FIRE RATED DOOR:BQX6$ 0.75 HR. SELF-GLO51N& STEEL DR. 17 RHEEM 115,000 BTU 6A5 FURNACE �' / /kry 6-66-6 6'-6" z ' MODEL#Wg5TG1151524M5A (OR EQUAL) 4G q '7SINGLE SPAN STRUCTURAL MEMBER:STRUCTURAL MEMBER SHALL NOT BE CONTINUOUSw O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY SOIL BEARING CAPACITY NOTE: . x . I- -1 (2) 1."15"xIIB'15" F- -1 (2) I.'75"x11.6'5" I (3) I.'i5"x11.6 T5" F- -1 i I Ln Z d ABOVE INDICATED POSTS. STRUCTURAL DE516N OF FOOTINGS ASSUMES A PROVIDE 4" G F. 2.OE LVL 6.P. 2.OE LVL O.P. ZOE LVL 6.P. ZOE LVL SOIL BEARING CAPACITY OF 1.5 TON5/5.F. GONG. SLAB / / - �--�- -•�- - O LL w O FOR AIC / > DR 2PPED B J DROPP D BM. L T DROPPED BMS - _ - _ DROPPED BM.I V 5 I I 2 O to BEAM POCKET (TYP.) CONDENSER / �8,, / \ I J r�p}�-� -1 0 6B %' O � 5 ow !1 / Y14 I ry I D w / \ oS,�� 51MP50N / \ a' •9 �I I z LU5410 \ 1D - IU I r�Ip} o HANGERLL W O Lli 1 04 ,a / � `'♦ !s ��.vv / / \ \ 6 MEGH. ROOMlu r I O ILa 04 l� 04 04 V1 JK 2 / / slMPsoN \ -w++. I� = f- o LUS410 / VIDE OUT IN \ \ 17 H I r H = x HANGER WAL FOR STAIR, �� / I 1 I = Iq'-10 O C] o \ / / In SEE ® LOOR r I I i I PLAN PROJECT: 14 I 5 I 12 BACKFILL IN 6" ` I" I R OYA LTO N ROW ' �ry LIFTS;PROVIDE MASONRY R,' \ \/ / 6 2 5 m , c,f 3" GONG. SLAB PATIO ABOVE I � LOT 6 DESIGN C 9. •o, r 0" W/STONE FINISH _ •? / 2) 1.'15"x11.8'15" G.P. + , / 2.OE LVL FLUSH BM T 12 \ \ , w 51 MP50N LUS I - - . - - - - j \ HANGER BENE)<TH - MASONRY COX NECK ROAD STAIRS A VE I 14 1 PATIO ABOVE ,4 "- 14 5 MATTITUCK NY 11952 O - - - -I-10 - - - 3-O j - 8-6 - '-3 6-4 I O DRAWING TITLE: PROPOSED FOUNDATION PLAN P. GONG. RI5ER WALL 14'-10" PAGE: A-10 Im 0 1 \ / DATE: 05/05/22 5 OF 16 `>„ 2 -0 PC PROPOSED FOUNDATION FLAN �'-��. ° oh c' OF �� S.F. CROSS AREA SCALE: 1/4" = I'-O" 2 11_111 2O'_II' � _ EXISTING TO BE DE'14OLI5HED NEW PARTIAL HEI&HT WOOD FRAME (LG. STL. Q 2 2B W �--� WHEN APPLICABLE) N J I -i EXISTING TO REMAIN , NEW FOUNDATION WALL A NEW WOOD FRAME (L.G. Q STL. WHEN APPLICABLE) = Q m NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL z WOOD FRAME (L.G. 5TL. ® POST FOR 4" WALLS J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. 57L. I I_p11 14'-0" WHEN APPL I GABLE) q 4 >- 1 FLOOR PLAN NOTES _ ' Q q v DOOR NOTE: NEW LAUNDRY ROOM: RAISED MASONRY PATlO � Z Q _ O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WASH /DRY HOOK UP 121-011 LLJ OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. -1 " J OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REG S PER MANU. I-O °� RAISED MASCDNRY PATIO 00J 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU 5PGs 02 E .' Z O 3.PROVIDE (2) 211x8" HDR.,U.O.N,. DRYER EXHAUST NOTE: J 4.SEE PAGE 6-003 FOALL OTHER FRAMING I. DUCT SHALL TERMINATE TO EXTERIOR, ELEMENTS AROUND DOR R ORS (T(P. FOR ALL) U.O.N. 2. Z DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY O'' - OCr -3'-8yit .2 Z OPENINGS 4'-I" 3 8" 12'-O° 31_ 211 31_211 cV OSTAIR 8 RAILING NOTE: 3.DUCT 51ZE AS PER MANU. N I. ALL NEW STAIRS SHALL HAVE MAX.•7-3/4" RI 4.DUCT SHALL BE EQUIPPED wO2 z/A BACKDRAFT DAMPER ^ t<„" 4 LL W d MIN. 10 Tr - RISERS SHALL_ BE OL05ED 5. TRAN51TION DUCTS SHALL NOT BE CONGEALED WITHIN , 2. 42" HIGH GUARDRAIL t SPINDLE SPACING CONSTRUCTION. FLEXIBLE TRAN51TION DUCTS USED TO j , E 4. E NAT. LIGHT 4 I Lo = TA NOT TO ALLOW PASSA6E OF A 4" (V SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM \ 27_p `} VENT NOTE: I D Q 36" HIGH HANDRAIL # SPINDLE SPACING NOT SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO \/ I 0 TO ALLOW PASSAGE OF A 4" R SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELEDr"I J O 3. GRIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. `1 LIGHT REQ'D ...... 23.4 S.F. b.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID S, � II.'7 S.F. W . VENT REQD......... � WOOD FRAME STAIR: METAL wl SMOOTH RUNNING IN THE DIRECTION ION OF AIR FLOP4. SHEET-METAL TAL �, `RIOR SURFACES NITH .JOINT5Oy LI6HT PRO 45.66 S.F. 1. SEE NOTE ABOVE FOR STAIR B RAILING INFO. DUCTS SHALL NOT BE CONNECTED W C (� VENT PRO............. 44.11 S.F. 2.RAILIN65 SHALL BE WOOD OR PVC. 50REW5 15) }j 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER u! 7 Q W CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE ,�'�K4 Q BEDROOM #1 �B I. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 F 6V ��0,, -1 2a2.0!S.F. _ -j 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. 5TL. FEET FOR EACH 45 BEND AND 5 FEET FOR EACH qOo _"` GREAT ROOM (, J FASTENING SHALL BE A5 PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOESn 364.6 S.F. EXTERIOR GRADE PAINT AS REO'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. KITCHEN IL Q COATING n r. \ ' / 246.a S.F. `sQ 3 3.SEE FOUND. PLAN S DETAIL NEW FLUE: SMOKE DETECTOR / GO DETECTOR NOTES: O I. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO O I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT EXTERIOR WALL (UL# 103 OR UL# 103 HT) - INSTALL A5 0 5M/00 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR PER MANU. SPEG.'s - PROVIDE NEW WD. FR. ENCLOSURE w/ ' D HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. 1/2" GPX PLYWOOD it SIDING AS NOTED - "CHASE 2.INSTALL ALL A5 PER MANU. SPEC.'s 5EGURIN6 ® STD. SIDE WALL" ON PAGE 6-004. O� 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE "ABE500 FF200 FR EXPANDING FOAM" (OR IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATION5 AT FLOOR5/WALL5/0EILIN55;PRODUCT CONFORMS TO ASTM 3 _ - - E 814, A5TM E 84, AND UL 14"14. WINDOW NOTE: 3.MECHANICAL FLUE TO EXTEND V-011 MIN. ABOVE ANY 4 01. ALL NEPq WINDOWS 4 DOORS SHALL BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". _ ® 06 y, 400 SERIES CASEMENT,DOU5LEHUNO, OR GLIDING 08 5M/GO WALK-IN GL. (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE y C s. O5 O 40 S.F. SUBSTITUTIONS, SEE NOTE #q IN "6LA55 WINDOWSO VENTILATION 15 NOT MET BY MEANS OF NATURAL �� B ,0 AND DOORS" ON PAG6 E -002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO O� ry !x Ob a. WINDOWS - ALL GSMNT WNDWS SHALL HAVE OUTDOOR SPACES AS PER NYS MECH. CODE SECTION a.'r PANTRY 22'-3" 4'-5" STRAIGHT ARM HINGE WEN 403.3.2.3; INSTALL AS PER MANU. SPECS to 25.6 S.F. Cl " BATHROOM#I 2.IF DOUBLE HUNG - ALL DBL. I-IUN6 WNDW5 TO BE (� / TILT WASH "16.0 5.F. 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. O NEW ATTIC. AGGE55 - PULL DOWN STAIR: ui 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND I. MIN. 350 # CAPACITYII OS 0 �> O. ®� O l 1 WINDOWS (TYP. FOR ALL) U.O.N. 2 SIZE T ")FIT MECH. EQUIP. THROUGH OPENING (MIN. POWDER 00 I ( ( G m a EGRESS NOTE: 3.."15 HR FIRE RATED `1 4 >. '* IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.DBL. FRAMING WHEN NEW 6 OPENING � ROOM Q - -O I I*I - r q w0 GORE, SECTION 8310.2.1;THE FOLLOWING MEANS OF 5. INSTALL AS PER MANU. SPEG.'s II PI 21'5 S.F \ `fl c = / OPEN TO PARLOR = w S.F. EGRESS SHALL BE FOLLOWED: 6.CONSULT H.O. FOR PRECISE LOCATION OF AGGE55 G� ABOVE NDENyER \ O n - - !/ 11x.6 II z NET CLEAR OPENIN&........... 5.7 S.F. B \ DINING ROOM - I I - p -' NET CLEAR HEIGHT............... 24" MINIMUM Oq 8" SQUARE STRUCTURAL PERMACA5T COLUMN b 1-14.5 S.F. ' NET CLEAR WIDTH................. 20" MINIMUM AIR " I ! O " w GOND7=N51=R 4 cV I -1 a° N O to TYPICAL PLUMBING/HVAC SHAFT: O5 _ HALLWAY PRECISE LOCATION 8 SIZE TO BE DETERMINED IN FIELD \� �'4� ��O ' 1 ( � Z O O ORHEEM 4 TON AIR CONDENSER MODEL NO. �� `��U MUDROOM -------- C II RAI648AJINA (OR EQUAL) a0.2 S.F. �� > 41_1111 0 N 0 rR 4 3-4y2 ® ® GL. r D w NT ►+ F+ in 5_611 z m �n PROVIDE J" TYPE IIXI1 '�Iry J -21 I�r211 x: _ i i N z n ,\� SHEETROGK AT WALL5 g Gj'\1 \�1�" /` s c - Z p O AND CEILING 4.. F- <': nID !per /\ �Y m 4'_p'1 cn `z l�jl c / 2A-- GAR A = I 03 O _j V A _ U N Hyl / \ \,,r-4- AE �t O I tt JzA, 3.6 S.F. j- 2Inr q RAISED MA50NRY PATIO w vi b,, / tV 121 ' s cl 2 2B .. O, 1 \ \ _ ' H O b 9 I \ \ \� CATHEDRAL ABOVE 0 O `s 4 D 131-0" 1'-0 q _q=_g11 I PROJECT: ` y B T--: e 1 YY��yyp L+}g L✓ ..,_ :ci` LTO N ROW 6 DESIGN C \, o LOT \\\\ 14-10 11 �.TA C-7 DESCRIPTION DOOR QUANTITY ° NOTES 9-' " 9' 1 \ 33'-1011 `; \\�' D COX NECK ROAD o 1 g, + �., \ >, M ATTITUCK, NY 11952 \. . ... b (4 \\\� \ mw 1 11 1 1�IN WE ma \\ �:. ..`� _. e� 1 B o DRAWING TITLE: OI DOUBLE 3-O h i-O I \iii..... r \\ cp m .. O :";:\\ \� 1 PROPOSED FIRST FLOOR o" �• "?::::;' ° (2) FIRST FL. \ P OR PLAN 02 SLIDER 121-0 •: (1) SEG. FL. 76, ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 400 SERIES INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 8 Magi (I) FIRST FL. / (I) ENTRY (2 ,� STRAPPING DETAILS. 03 SINGLE 3'-O"h 11-011 3 �, , :; :. \�►\ �� \'` \ \\ SIDE IGHT \ \ \ z; \. .z... \ \ ` .. ` � .. ... �... .. \ ... \..�.�.. .a ... ... .: '\ P `y�: (1) CELLAR .. _.:.. -- \ \ ;t \\.. r� \ \. \ v= \ EGRE \ \. \.. \ `=::•.Int R lS.. ..\\ \.. '..\'.. 1 1 DELLA \ \. \ \ \ \\ \ a. \ \ \\ \,\ �.\. \.\. `..�`• \ ..� ..� �\� .�.� •�� .�, GEA ` \.... ..`. �� \. °- - - .. NI��: WINDOW - -- ---_ - --._-- -- \ .: DIMENSION - TAG TYPE ODE # = _ - OPENING 1 11 1 I. `.\ „ ;; 0.75 HR FIRE M L :::`: ,. �� < 04 SINGLE 3-O )Ci-O I :\` +� \\: \,.. RATED � ° \\ \.... '\ \: :r WIDTH R7=Q'D: 2011 aej. "\s.. ,,.," HEIGHT REO 24" Ott .. `.� .. \. WIDTH \.. �. \ �` �� .\ t �, HEICH \..<, \o\\ \\\ .... ...�.`. .O\. . >. ._.�\ ...> ., -.:< .�.. ..\.::�' \.. .�. OPEN REQ D: ., .. ..... ....\. . .� . . ...\� . ... .. :.;:>..<.: ...... �.: \ :\\\\\\ \\. 5.7 S.F. \ . \ \\\\,a \\. ........ \. .. \. O' i\. .�� ate:: .\.: # `f .� ...�..:.�.�:.,� �... .<. .. . ..... ... ..: - ._. A DOUBLE HUNG �\\.,.; �: ,i 11 II - I WDH2646 I " I 11 ..:.,..,� ::\.� . �\ .�, .:_. ,: : i�i�0i�05�17 �I fi�ST FLOOR �'��... :.:,,�.,:�.t.'�,::�.' 5 SINGLE 3-O )C'i-O 2 ,.:�y:.\..,_ ;>�;�: :. � ._�\\�\�: /� � L O� ��J""'t� .� :21--7 � 4 8 \ :\ \. \\. a \... \, " B DOUBLE HUNG WDH210410 \\ ' \\ 51 O " :AN\• DATE: 11 \ �. >�\. :�`\\ : SCALE: 1/4" - I -O \ \\::� >`\ I II 1 �� ,, .\;,�.� ��:- 05/05/22 6 OF 16 ob SINGLE 2 6x-1 0 \. \. \. I of8-1 5. �+ BIT, �L Sim GE• 2 551 S.F. GIR05S AREA \,. \� \ \ �\._._ G AWNING 110 WDH2852 21-10 11 D � ��.�\� \� \�� \ D DOUBLE HUNG 5-4 \\ I II I IIS \.t g \\\ . „,POCKET 2-O h"1-O 3a, \\\a; D. E DOUBLE HUNG ;\ \ WDH38410 1! ' II R a5 3 a 5 0 7 55 .\. tv .. �< \. ..... \. \.. \ .. ... \...:. �� :. ....\ F GLIDER , .... . \\\. � - -� Nflo" I�;ay... 1 11 � .a. SPRING INE �:,..„z` :�. _ 1 11 � 'ig�r..f loq am SINGLE 5 \\\a \.. \\. \\ +:'�0 5-I I i ;:, i \:�"� -- \\ " \ H DOUBLE HUNG WDH1831 \:. l ";` IE I 10 SINGLE :21-611 x7 O 3 .v:\.y►:. 0 ., -a 4-O - IC7;` \. $ � � TEMPERED tfy 1 11 .., \\\,, :; ` \:_. I PICTURE ;.a�: ,\\``,_.:ioeo;•. » _ _ , I I DOUBLE :21-011,\ -O 2 ,... : \ \ I " P5540 <_ ?... - �\ ..� \: '�\� ..�� .'�.;..`'�' .\�:�gig 5 4 � 4 O TEMPERED •�j,1 12 SINGLE \ \� AWNING O�>\ \\. " 1_ 11 1_ 11 � . ..,: K DOUBLE HUNG MMM 2'-5 '� 13 IF 2 8 X`7 O I 11 L DOUBLE HUNG WDH38410 ` C ` "` 3'-a ° 51_0 g" ` \ ,' ;: 7.63 � 4 Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT EXISTING -111 201_11 W WOOD FRAME (L.G. STL. let,- EXISTING TO REMAIN WHEN APPLICABLE) J NEW FOUNDATION WALL NATURAL LIGHT t VENTILATION 4'-0" t2'-�2" 3'-II" 3'-11" 3'-oy2" 3'-3y2" 14'-0 3'-3y2" NEW WOOD FRAME (1_.G. Q STL. WHEN APPLICABLE) (HABITABLE SPACE) p NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL FLOOR AREA 24'1 5 F. m 4 Q WOOD FRAME (L.6. 57L. ® P05T FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL % REQ. S.F. PROV. J PROVIDE FLAT ROOF O POST FOR 6" WALLS), U.O.N. oP FLOOR AREA Ia.B S.F. 28.1 MEMBRANE I 0 � NEW 2-HR FIRE RATED WOOD FRAME (L.6. 5TI VENTILATION;MIN. a.a s.F. 15.32 - SLOPE AWAY WHEN APPLICABLE) 4% OF FLOOR AREA r FROM BUILDING Z O FLOOR PLAN NOTES z ry Z NATURAL LIGHT VENTILATION ,v Q DOOR NOTE: NEW LAUNDRY ROOM: (HABITABLE SPACE) '" :., ; :.,.,;b{. _ , .. >. > :....: NAT. LIGHT d O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O I. NEW WA5H /DRY HOOK UP `� , M 4 OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM d DOOR DIM.'s b VENT NOTE. W FLOOR AREA 187 S.F. �0� 4 4 4 D J 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED w/SIZE OF EQUIP. 25.0 S.F. OO OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3. PROVIDE HOOK UPS AS REO S PER MANU. LIGHT REG2 D ...... E H 4 I H � Z O O 3.DOOR TYPE TO SELECT % REQ. S.F. PROV. 11.3 S.F. i (� VENT REC,2'D......... � _ 4.INSTALL AS PER MANU SPEG.'s LIGHTING;MIN. 8% E -� XH C) 3. PROVIDE (2) 2"x8" HDR., U.O.N. DRYER EXHAUST NOTE: OF FLOOR AREA 15.0 S.F. 20.x(b �� j LIGHT PRO .......... a5b6 S.F. ; ri 4.SEE PA6E 6-003 FOR ALL OTHER FRAMING 1. DUCT SHALL TERMINATE TO EXTERIOR All, = VENT PRO............. 4a.11 S.F. i � It ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-O" FROM ANY VENTILATION;MIN. 4 Z OPENINGS i.5 S.F. 11.76 r 1 Q Z � 4% OF FLOOR AREA I i N OSTAIR $ RAILING NOTE: 3.DUCT SIZE AS PER MANU. I LL J 1. ALL NEW STAIRS SHALL HAVE! MAX. 7-3/4" RI 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER _ W 8 MIN. 1o" Tr - RISERS SHALL BE CLOSED 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN - BEDROOM#2LO it1 2. 42" HIGH GUARDRAIL 6 SPINDLE SPAGIN6 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO cV -cV 313:4 S.F. NOT TO ALLOW PAS5A6E OF A 4" 0 SPHERE; CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM NATURAL L 1 GHT VENTILATION BEDROOM#3 36" HIGH HANDRAIL d SPINDLE SPAGIN6 NOT SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO (HABITABLE SPACE) P 2411 S.F. TO ALLOW PASSAGE OF A 4" 4) SPHERE EXCEED 8 FEET AND SHALL BE LISTED AND LABELED - • - 3. 5RIPPABLE RAIL AS PER CODE IN ACCORDANCE WITH UL 2158A. SM/GO LJ.I = 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID FLOOR AREA 358 S.F. .� 4 LIVING ROOM WOOD FRAME STAIR: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS I ® I. SEE NOTE ABOVE FOR STAIR t6 RAILING INFO. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST I I F- % REQ. S.F. PROV. • 2.RAILINGS SHALL BE WODD OR PVC. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL E. SM/C 4 W S0REW5 LIGHTING;MIN. 8% n -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER OF FLOOR AREA 28.6 S.F. 54.25 II O D r H- V CLOSED P. GONG. STAIR: LOCATION TO THE WALL OR ROOF TERMINATION. THE 9 _ -J 1. TYP. 42" RAIL AS NOTED MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 VENTILATION;MIN. 14.3 S.F. 21.12 aj� 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. 5TL. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0° 4% OF FLOOR AREA 3 / J FASTENING SHALL BE A5 PER RAIL MANU. PROVIDE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 4 �p Q EXTERIOR GRADE PAINT A5 fZEC2'D OR POWDER NOT INCLUDE THE TRANSITION DUCT. P / Vry m - - - 61 _ COATING V 3. SEE FOUND. PLAN 4 DETAIL • tp' 10 °. NEW FLUE: 5M/Co 611 SMOKE DETECTOR / GO DETf°GTOR NOTES: O6 1. PROVIDE ZERO-CLEARANCE FLUE ATTACHED TO O ' � - I N O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT EXTERIOR WALL NL# 103 OR UL# 103 HT) - INSTALL AS 30� 1 -m WALK-IN CL. 1 l0 1 O SMOKE /CARBON MONOXIDE COMBINATION DETECTOR PER MANU. SPEC.s - PROVIDE NEW WD. FR. ENCLOSURE w/ BEDROOM#4 3 4'-0 Q I = O HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 1/2' GPX PLYWOOD 4 SIDING A5 NOTED - CHASE �o I 60 S.F. _ w 2.INSTALL ALL AS PER MANU. 5FEG.'5 SECURING ® STD. SIDE WALL" ON PAGE 6-004. 18?.8 S.F. q CIQ - 8 O 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2.PROVIDE "ABESCO FP200 FR EXPANDING FOAM" (OR - - - - - - d'0 L .IN COMPLIANCE WITH LOCAL CODE EQUAL) AT ALL PENTRATION5 AT -1 SM/GO 101-01. 81_011 FLOOR5/WALLS/CEILINGS;PRODUCT CONFORMS TO ASTM .h E 814, ASTM E 84, AND UL 14"7a. 0 „0 6. _ WINDOW NOTE: 3.MECHANICAL FLUE TO EXTEND 3'-0" MIN. ABOVE ANY ry ,y0 GL. 4 S SHA BE ANDERSEN ADJACENT COMBUSTIBLE STRUCTURES WITHIN l0'-0". _ 1. ALL NEW WINDOWS b DOOR LL 4' 1+ # O c HALLWAY b �2 _ m { i BATHROOM 2 400 SERIES CASEMENT, DOUBL.EHUNG, OR GLIDING ,0 i ,47 _ = I _ 160.8 S.F. (AS NOTED); INSTALL AS PER MANU. SPEC.S. FOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE ' I �y 3 �O I m SUBSTITUTIONS, SEE NOTE #a IN "6LA55 WINDOWS O VENTILATION 15 NOT MET BY MEANS OF NATURAL \ .;;i .3b. ry a`-4-5' AND DOORS" ON PAGE 6-002 IF CASEMENT CIRCULATION THROUGH WINDOWS OR DOORS TO I ± Q WINDOWS - ALL GSMNT WNDWS SHALL HAVE OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION \ > y 0 5M/GO f j I ft1 STRAIGHT ARM HINGE WHEN 403.3.2.3; INSTALL AS PER MANU. SPECS 11 / 10 _ I/ OPEN TO 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE O m ((// ®I TILT WASH ,;Q_ / /� O r - - - BELOW ;t 4 4 I 4 in Ld 3. ALL GLAZING WITHIN IS" OF Ff" TO BE TEMP. GL. O NEW ATTIC AGGE55 - PULL DOWN STAIR: ATTIC ��' � 1 m 4'-O" ' o 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 8 1. MIN. 350 # CAPACITY / �� /,b - - - ¢ / HATCH - s �,. �.;: U WINDOWS (TYP. FOR ALL) U.O.N. 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. �� - - - ,v Q 22'x30'7 4 . / / 14 / BATHROOM t5 = w EGRESS NOTE: 5_15 HR FIRE RATED 64.6 S.F. • ` IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.DBL. FRAMING WHEN NEW OPENING GL \ ? v' I I H I H w CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 5. INSTALL AS PER MANU. SPEC.s / 4 J - - - - Z EORE55 SHALL BE FOLLOWED: b.CONSULT H.O. FOR PRECISE LOCATION OF AGGE55 41 S.F. O_�� NET CLEAR OPENIN6........... 5."1 S.F. II NET CLEAR HEIGHT............... 24 MrVIMUM 0 5" 5GUARE STRUCTURAL PERMACAST COLUMN _ - - - J 6 _ _ W NET CLEAR WIDTH................. 20" MINIMUM LAUNDRY ;,, b-O' 3 II 3 II b-O O \ 4 z - .h z a 32.5 S.F. iv .. ,: ,::.x>I `. z w to TYPICAL PLUMBING/HVAC SHAFT: Sze I \ CE) q �� PRE0I5E LOCATION b SIZE TO BE DETERMINED IN FIELD iZO O ~ RHEEM 4 TON AIR CONDENSER MODEL NO. 6'-7 = -6'-7" w OII RA1648AJINA (OR EQUAL) ` _ t �,0 Y'; k.=.' _.._..._......,......_.., N Q BONUS ROOM '�1iy 12' 0" 0 cr 8, 358.5 S.F. z u- t, O -13' 211 1 II HEATED Z FINISHED \ I`" z o 0 w \ O uf-i z 4 e / / 4 U N \ K / w ri m p04 K \ / - d w in ' .. (4 4 Lo- K / / o 91, ;= 4 / o PROJECT: _ O\\\ .\\.. ..\.o.. \oo\� ......._o.... \\�::\ \�\\\ i.. r .\s . . _:\.. t _ \ \\\ \ \ c' \, i .,. \\ \ \\ \\\ ,\ 0 YALTON ROW DESIGN C i"U \\ \ \\ TAG DESCRIPTION DOOR QUANTITY " \= �\ ";.\\ �:\.. NOTES a . Wk " m \\ \'. .i : i Q �" W" I \: / \\� COX NECK ROAD \ ` o\\ .:: MATTITUCK, NY 11952 \. \ \. .\..\\. \.\\\ \. \ \. \. \. \, ---- ,,,,,, ORS SHALL BE ANDERSEN 400 SERIES• INSTALL AS PER MANU. SPEC.'S. SEE PAGE "6-003" FOR NAILING 4 DRAWING TITLE: OI DOUBLE 3'-01.X7'-O" I ' \,�, A5TRAPP N6 DETAILS.0 "° ROPOSED \: ;<.... 2 FIRST FL. . \. \. .. .... �NS�c7W HAIL, 02 ER 12 O X7 \ \ \ \ \Via,. \. � \•::F \\. SEG. F _ :.,.:.: :�...�. ... .......\ �\`:�,.:.:.< (U FIRST FL. :-�� :��>:_: \\:.: �.. EGRESS \\ \\\\o \\'° �\ . G G I I I CLEAR 1_ II ,_ 11 i ' :: �\ .4 ;.:,, I ENTRY 2 PROPOSED SECOND FLOOR �J.. IV ��`: -a :C. °Iw'» ,\ ;;,�,� ,,', WINDOW DIMENSION 03 SINGLE 3 O X-I O 3 r \\ ` o: \\\ \ \\. \.. SIDELIGHT) # �, \ e \\ TAG TYPE MODEL c\\ \...: OPENING o a.11 \ .: mow. �\\. �\ (I) CELL t.<: '\ " :6\ .,\;o� ..\\ :. ,,.. - \', . WIDTH REOV: 20" �1C S.F. �ITB S SCALE: I/4 I O ��,_� HEIGHT REC,Z'D:24 �. ..��I�3 wID I � ��t�i�' 2 2�0 S.F. S TH HEI6H L OROSS......\ OPEN REC1'D: 5.7 S.F. AGE: A DOUBLE HUNG WDH2646 ��\ _ , .��: O.-75-HR FIRE . SINGLE 51-011,X-7-O I • \ »;. _ :I% : . 04 _ RATED q B DOUBLE HUNG WDH210410 :\ \ t�\� 1_ II F�5 _\�; Ire\:,...:; ,; �..:. �. 2 Il OA-103 0 .1 WWRk...\� .. .... ... ... .... ... \ „ w :;, \\ \. \ \\ \ \\ mask, \ \\\ \..\\. \ \\ , s \\ " . . \... \ \\ \ G AWNING 05 51NOLE 3-O X 7-O 2 I: ;, \\ _ \. \ D DOUBLE HUNG WDH2852 ' ' � " 11 �1_ l \\\ ' \y \\ DATE: 05/05/22 7 OF 16 O6 SINGLE :21-61',\'71-011 2 \`.• 1.. ,`. <. E DOUBLE HUNG WDH38410 _ \\ \ .::.. :: ,' :acv= \ 3-Q 5 O I II 1 II \;' \: \\a F GLIDER =.o. ff .l wY��•>. - .• 1 II 1 II 07 SINGLE 2-O X7-O I »,` I \ ` IF \.. \\ 6636 „ \> \ \> a\\aG \ \ 1 u 08 POCKET 2-O X7-O �. ::•.• �\ „\ ��:>... �� Amj 1 n 1 \ \ 6 SPRING I E L N SE603 � \. P �. LIN, \ \ \:. Q, W \:. ..\.. \ \ e \.0 1 II V \ \ \ a= a. \ �...\ \\ \.. \ �\. DOUBLE HUN .� \ \ WD 1831 O \\ - I OR ��.>_ o\ TBMPE \... 1 \\ \;\\ \\., I PICTURE \?: _ _ \. .\\ P5540 :� \\\: ..\ j?>: ,:'. 5 4 4 O TEMPER E O Oa SINGLE 3 O X'7 O 5 ,\\ ;, `: 1 11 1 I1 10 SINGLE 2 3 gp \\ `i .I ;. �` K DOUBLE HUNG WDH2446 121 � , e;,,,. ��,; I II II - -r./ .�,._ DOUBLE 2' 01.X"1' O 2 a....,A. \ , ».<: \ ,a - 4'-5 I I \ Z-011>01-011 _ 11 1_ .1 L DOUBLE HUNG WDH38410 5-0 '7.63 16 I2 SINGLE 2 O X7 O Ir. 0 D F 13 �POCKET � 2'-81.X'7'-O" \ , .nk ELEVATION NQTE5 d Q OROOFING: I I. SEE NOTE ® SECTION w 2. ASPHALT ROOFING 51NOLES,COLOR 8 STYLE TBA ,(OR LLI EQUAL) (MIN 50 YR. WARRANT`() 'J O2 ROOFING: Q I. SEE NOTE ® SECTION t 2. STANDING SEAM METAL ROOF, COLOR 4 STYLE 75A (OR EQUAL) I I c O5 SIDING: AITOF_RIDG_E HEIGHT - _- I. SEE NOTE ® SECTION 2. LAP CEMENT SIDING, COLOR 8 STYLE TEA (OR EQUAL) ELEV. +50.4 / (MIN 50 YR. WARRANTY) 0 OSIDING: I. SEE NOTE 0 SECTION 2 2. CEDAR SHAKE SIDING, COLOR $ STYLE TBA (OR i Z EQUAL) (MIN 50 YR. WARRANTY) / O5 8 SQUARE STRUCTURAL FERMACAST COLUMN s -___ �== Z ZIt 0� - � - - _- � " c SECOND FLOOR GLC. HGT. II Z >; -+ ........................_1.......-----.._.......... _. ELEV. +2+21.0' O 0 < Z N , LLJ � Lowes o = `o Q .. O O O H W , SECOND FLOOR ELEV. +12.0' ►n 1— �_ N = J i FIRST FLOOR CEILIN5 HEIGHT Q ELEV. +I0.q' ----- I JULE 4 o E O o ( o FIR5TFLOOR �. ° 000-� \ BASEL I NE --' ELEV. +O.O' w O U NORTHEAST ELE\/ATION (FRONT) u- 0 w SCALE: 1/4" = I"-O" z a x 0 wo L � z 0- w w � z 0 ov zm 0u- m0 I 12 12 >- Z 0 7 w z w N N 12 4 ' �� PROJECT: ROYALTON ROW _ - LOT 6 DESIGN C O K O LLU(pLLO -..............-.. -- — — COX NECK ROAD MATTITUCK, NY 11952 12 r DRAWING TITLE: F.F. 2 / F.F. 12 - - - - - - - PROPOSED EXTERIOR ELEVATIONS 4 5 _._....._ __._.`..... PAGE Allik IL A -201.mOi. Ljr O O Q � 5 DATE: 05/05/22 8 OF 16 0 tp NORTHNEST EL.E\IATION (RIOHT SIDE) FOFON;- 5CALE: 1/4" = I'-O" d . ELEVATION NOTE5 Q ' O ROOFING: Lu I. SEE NOTE ® SECTION ui 2. ASPHALT ROOFING SINGLES, COLOR d STYLE TBA(OR J EQUAL) (MIN 50 YR. WARRANTY) OROOFING: I. SEE NOTE ® SECTION 2. STANDING SEAM METAL ROOF, COLOR $ STYLE TBA ANTOP RIDGE HEIGHT fo (OR EQUAL) ELEV. +30.4' ---------- - - 0 OSIDING: _ -- - J 3 I. SEE NOTE ® SECTION 2. LAP CEMENT SIDING, COLOR d STYLE TBA (OR EOLAL) — (MIN 30 YR. WARRANTY) - 0 — d. OSIDING: I. SEE NOTE ® SECTION I 2. CEDAR SHAKE SIDING, COLOR $ STYLE TBA (OR EQUAL MIN 50 YR. WARRANTY) o O 8" 5G2UARE STRUCTURAL PERMACA5T COLUMN z Q W J J 00 �- - - zM (D SECOND FLOOR CLO. Hff. J ELEV. +2+21.0' ~ .................................._.._...... iu- LL LL1 (D [I z O 3 H I Lo W rl o lk O 0 2 O 0 o D D O a Lo O O r� Jo ELEV+1 FLOOR ---� w `�- m- = F.F. 1- (V W FIRST FLOOR _CEILING HEIGHT S = J i U J ELEV. +IO.cV i Q i E ILEV.�LOORLl ------�` �- - - F.F. BA5EL I NE ELEV. +0.0' w v U. SOUTHV4EST ELEVATION (REAR) w Z SCALE: 1/4" = I'-O" 0 w0 N ~ � w Z OO N m Mw z 0 " � Z z o w � � 2 N z o z �7< U N w 12 -q 12= "75 04 O 12 12 PROJECT: ROYALTON ROW 1 4 LOT 6 DESIGN C COX NECK ROAD 1 MATTITUCK, NY 11952 DRAWING TITLE: 0 PROPOSED EXTERIOR ELEVATIONS s PAGE: — I -- I A-202m0l ................ ............. _-... o _ DATE: 05/05/22 9 OF M r SSD ARC qtr �z ` ay, Nor � .. ,9TH 0 74 SOUTHEAST ELEVATION (L_F_FT SIF_) OF t4 SCALE: 1/4" = 1'-0" BU I LD I NO SECTION NOTEPER PAGEE 6-00 S I F 'A' 55 PER A3 � riN TOP_RID6_E HEIGHT NEW RIDGE Q ONEW ROOFING NOTE (TYPI E - +50.4' I. INSTALL NEW ASPHALT ROOFING 5HINOLF-5 (2 W 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO LJJ 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS J OVER _ 5.INSTALL 15 # BUILDING FE-T (U•O.N) OVER 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL 5EAM5) 5. GAP 5HINOLE OVER RIDGE 4 HIPS (AS REOV) b.PROVIDE RIDGE VENT (A5 REQ'D) 0 O FpA 0 '7. FLASH ALL VALLEYS < J B.INSTALL DRIP EDGE AS R,EQ'D - ��. r S J a. INSTALL ALL AS PER MANU. 5PEC.'s - 2 12 F' TYPICAL ROOF CONNECTION 'BIAS GEILINO CONSTRUCTION: 0 ' 0 O • NEW ROOFING A5 NOTED PER PAGE 6-003 • I/2" GDX PLYWD 5HEATHI'N6 (BLOGKIN6 ® ALL EW R.R. TO G.J. PLY14D 5EAM5) Z • R.R., G.J., B G.T. A5 NOT'EI7 ON PLANS (® SPANS _ _ -_ G.J. AS PER PLANS RR, OVER 6' INSTALL "X" BRID61N6 ® CENTER OF '4S pFR A _ 5PAN, U.O.N.) I - — • MIN. OF R-4a SPRAY FOAM INSULATION OR SECOND FLOOR GLC. HGT. F- R-4q BATT INSULATION ELEV. +21.0' Z TYPICAL EXTERIOR WALL- CONSTRUCTION :IYP. ( )UPON "TYVEK" HOUSE WWa RAP (OR EQUAL) - -UPON 1/2" GDX PLYWD. 5HEATHIN6 (BLOCKING® ALL lu PLYWD 5EAM5) = O BATHROOM #2 W.I.G. • 2"xb" STUDS ® Ib" D.G. N/DBL. TOP PLATE BEDROOM #2 Q N • 2" SPRAY FOAM INSULATION (a R=WINCH) w/R-15 Q I J BATT INSULATION (R-2-1 TOTAL) • 5/8" GYPSUM BD. WALL FINISH Z >: 4 NEW 5IDIN6 NOTE (TYP): SECOND FLOOR = PROVIDE (2) SLEEPERS AT Q Z ri -------- � i O4 I. INSTALL NEW FIBER GEMENT HORIZONTAL ELEV, +12.0' ,n / ":12 PITCH;PROVIDE EPDM (V LAP 5IDIN6 # VERTICAL BOARD d BATTEN O 12- PNS FLAT ROOF MEMBRANE J LLJ (D 5IDIN6 �_ m_ 5 R PS p�R PL ABOVE SLEEPERS. Lf_Lo w rl 2."TYVEK" HOUSE WRAP (OR EQUAL) (V R F.J. A5 PER PLANS 5.INSTALL ALL AS PER MANU. SPEC.'s _ - Lo 4.PROVIDE ALL NECESSARY TRIM FOR - PROPER INSTALLATION 5. 5IDIN6 SHALL EXTEND TO TOP OF FOUNDATION WALL FIRST FLOOR CEILING HEIGHT W ELEY. +IO.�i' 5 NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. O REINFORCEMENT AS PER DETAIL W TYPICAL FLOOR CONSTRUCTION: Q � PARLOR W.I.G. BEDROOM #I Q F_- Ob w . it = J • NEW FLOOR JOIST AS NOTED ON PLAN • 5/4" GDX PLYWD T46 5HEATHIN6 (BLOGKIN6 ® ALL PLYWD SEAMS) t Q • F.J. A5 NOTED ON PLANS (® SPANS OVER 8' 4 INSTALL "X" BRID61N6 ® CENTER OF SPAN,U.O.N.) FIRST FLOOR • MIN. OF R-50 BATT INSULATION;PROVIDE MIN. 5" ELEV. +I.a' —� SPRAY FOAM INSULATION (R=-f/INCH) AT RIM JOIST N F.J. AS PER PLANS ' TYPICAL LEDGER BOARD FOR R.R./G.J./D.J.: _ 1=III=III O I. (I) 2"x P.T. BD. TO MATCH CUT/DEPTH OF INTERSECTING BASELINE - b l I I I I I 5 III=III=1 I=I ., = JOISTS, SECURED w/ (2) 515" 4) x 5" LONG H.D. GAL. ELEV. +0.0' 6 BOLTS ® Ib O.G. I I I I L A-401 III—III I 2. INSTALL H.D. 6ALV. JOIST HANGERS BY 151MPSON' (OR I I I I I I III=I —III=I •` EQUAL) AT G.JJD.J., OR 1-1.0. 6ALV. H2.5A RAFTER TIES I I + AT R.R. 5. 5E1- NOTED DETAIL I I I I I I BASEMENT - O 15"x5.5" LVIL \-FOYER WALLSTUD FRAMING AT DOUBLE-5TORY I I UNHEATED a PROVIDE BACKFILL COMPACTED IN 6" LIFTS I I I I I UNFINISHED $ 3 THK. GONG. SLAB I I I I w/STONE FINI5H Ld I I I I I I I I I I A-40I LL • A-401 _ __I A-401 / — ::m 717 w 0 Z 2 U 50ALE: 1/4" = P-O" o wp za rZw Z -\� I ONN GTI A S 0 O PER PAGE G-003 O N NEW RIDGE m Q � w z 12 M U. / �� 7 ~ o f� ��(XX.3R.R. A5 PER PLANScn 0� - Z --- - -- - R e o w g5 O AFR A >U N LLi 2 N N D O G.J. AS PER PLANS i PROJECT: ROYALTON ROW LL 3 LOT 6 DESIGN C 8 HALLWAY LIVING ROOM 0 3 R.R. A5 PER PLANS '7 CONNECTION 'Cl AS PER PAGE 6-003 COX NECK ROAD NEW STUD TO LOOR ASSEMBLY MATTITUCK, NY 11952 F.J. AS PER PLANS 1 q"S DRAWING TITLE: - --- BUILDING SECTIONS I 7 FOYER I I i................ I GREAT ROOM ' PAGE: I � I 4 I IAM A-30ilm0l I I I I F.J. AS PER PLANS 4 III-1 I i DATE: 05/05/22 10 OF 16 — b I I I ` F'• A-4ol 1= 1 I A-401 BASEMENT BACKFILL COMPACT I I UNHEATED 0i UNFINISHED EVERY b". PROVIDE \� °�' 3' GONG. SLAB W/ ( I STONE FINI5H ' I I 3 4 �c a A-4ol 50ALE: 14" = I'-O" BU I LD I NC 5ECT1 ON NOTES _ AN TOP_RIDGE HEIGHT _ a NEW ROOFING NOTE (TYP.): ELEV. O I. INSTALL NEW ASPHALT ROOFING SHINGLES W 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO x W 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS J OVER 3.INSTALL 15 # BUILDING FELT N.O.N) OVER _ 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL 5EAM5) Q 5. GAP SHINGLE OVER RIDGE E HIPS (AS REOV) 6.PROVIDE RIDGE VENT (A5 REQ'D) in _ 0 7. FLASH ALL VALLEYS 6 \ 12— J 8.INSTALL DRIP EDGE AS RZaV —12 = \ R'R AS q. INSTALL ALL AS PER MANU. 5PEG.'s \ \ PFR PLANS F- TYPICAL ROOF E GEILINO GONSTY?UGTION: 8 F 2 N 2 NEW ROOFING AS NOTED G.T. AS PER PLANS \ 0- • 1/2" GDX PLYWD SHEATHING (BLOCKING a ALL PLYWD SEAMS) • R.R., G.J., E G.T. AS NOTED ON PLANS (® SPANS /— - - \ Z OVER &' INSTALL "X" BRIDGING a CENTER OF \ \ 0 SPAN, U.O.N) • MIN. OF R-4q SPRAY FOAM INSULATION OR SECOND FLOOR GLC_ . H§T.__/ p ~' R-4q BATT INSULATION ELEV. +21.0' � INSULATED DOOR \ \~ TYPICAL EXTERIOR WALL_ CONSTRUCTION (TYP.): O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) ��" IV \ \ W • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING a ALL FuBONUS ROOM J -\ ,Jj QQ PLYD SEAMS) Ou O W • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE z UNHEATEDNNFINISHED U is �_ C) • 2" SPRAY FOAM INSULATION (® R=7/INCH) w/R-I3 p 0Z 0) (.0 BATT INSULATION (R-27 TOTAL) ° ' (n J • 5/8" GYPSUM BD. WALL FINISH _ ' `.� C) SECOND FLOOR = 'n Z I NEW SIDING NOTE LYE): ELEV. +12.0' ------� in in Q Z TA O4 I. INSTALL NEW FIBER GEMENT HORIZONTAL LAP SIDING E VERTICAL BOARD E BATTEN �- m- L' W (b 5101NG 2."TYVEK" HOUSE WRAP (OR: EQUAL) F.J. AS PER PLANS to w 1-1 3.INSTALL ALL A5 PER MANU. SPEC.'S _ _ Lo 4.PROVIDE ALL NECESSARY TRIM FOR 3 OJ PROPER INSTALLATION 6 5. SIDING SHALL EXTEND TO TOP OF FIRST FLOOR CEILING HEIGHT FOUNDATION WALLELEV. +IO.q' W ONEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. REINFORCEMENT AS PER DETAIL U O b W TYPICAL FLOOR GONSTFZUGTION: MUDROOM 2 GAR U O • NEW FLOOR JO 15T AS NOTED ON PLAN13 GARAGE d; 3: J • 3/4" GDX PLYWD TEG SHEATHING (BLOCKING a ALL J PLYWD SEAMS) 4 Q • F.J. AS NOTED ON PLANS (a SPANS OVER 5' FIRST FLOOR . INSTALL X BRIDGING a CENTER OF SPAN, U.O.NJ ---- -----� -77 • MIN. OF R-30 BATT INSULATION;PROVIDE MIN. 3" ELEV. +IA SPRAY FOAM INSULATION (R=7/INCH) AT RIM J015T �_ _ _ Y a _ F.J. AS PER PLANS TYPICAL LEDGER BOARD FOR R.R./G.J./D.J.: r O I. (1) 2"x P.T. BD. TO MATCH GUT/DEPTH OF INTERSECTING BASELINE LAG BOLTS a 16" O.JOISTS, SECURED w/(2) 5/8" 4) x 5" LONG H.D. GAL. ELEV. +O.O' G. 2. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMP50N' (OR I I 5 EQUAL) AT C-1/5>.J., OR H.D. GALV. H2.5A RAFTER TIES AT R.R. iEn i 3. SEE NOTED DETAIL I - I BA5EMENT 10 8 1.5"x5.5" LVL STUD FRAMING AT DOUBLE-STORY I I UNHEATED O UNFINISHED FOYER WALLS I I i I I I w I � p Q La-4o1 p w SECT 1O Co, /A-502 Z a _ U 50ALE: 1/4" = P-O" o w O N F- (\ Z U. w n Z O O 1 M w z 0 " m 0 �-EADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE >- Z SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w 0 / MANU. SPEC.'S; z O O - FLANS AND NOT PROJECTING MORE THAN 4)'2" INTO u' ~ z PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT p �W- _JOIST HANGER BY U N w 'SIMPSON' OR EQUAL NOTE: FIRST F I N I SHED FLOOR 1. IF FINISH MASONRY USED (SUCH AS m BLUESTONE) - MA50N TO ADJUST\ w/Px�oC WWM SLAS N HGHT OF LANDING AS REQ'D TO I" UPON GOMPAGTED ACCOUNT FOR FINISH MASONRY (•�P) FILL o \ 2. ALL HORZ.SURFACES SHALL BE PITCHEDp Lol O IY2 MIN. SPACE BETWEEN ® 1s46 AWAY FROM BUILDING GRADE WALL AND HANDRAIL REBAR BENT TO 3/4" PINE RISER \ 3 GOPPEFOR Lt ASH1 61FROMA12'INABOVE AND SLAB AS SHOWN •!�.�� --~ a--� 5, INSTALL —~-- PROJECT: ADJACENT TO SLAB, BED ALL FLASHINGyy' //j\//j//j\// IN ASPHALTIC MASTIC i \ \ \ \ 5%4" PINE TREAD STANDARD5 FOR O RI FFABLE HAND FAIL ' -� \ \\,\\ \\ _�� R OYA LTO N ROW SCALE: NT3 // // �. (1) #4 REBAR a EA. ;y - . °�ii ti ///i/�i,\ii,/i/ LOT 6 DESIGN C STEP;3" GVR ® ENDS ''(� / = X O GROSS SECTION � \ \j\ \ \ \ \ \ MIN. Q �z° HANDRAIL I" ROUNDED NOSING ' D CLEARANCE CIRCULAR NON-CIRCULAR V414" RADIUS Q •: . ' '� \//\\//\\/\\//\\//\\//\\//\\//\\//\\// COX NECK ROAD - (NOT INCLUDED IN Lu 11_ 'I LANDING 10 'I ,• y�i ° /\\/\\/ �GOMPAGTED /\\/\\/\\/ Z TREAD D I MEN51 ON) M I N. ° i II/ 4 6Y4 FILL MATTITUCK, NY 11952 V2 I t i l/4 a_2 a PER I- �yi ... • \ \/�\\/\\/\\/\��/ //\//\//\// O MIN. V MAX. m Q • , yi'� ///j \ #4 REBAR ® 10"�j\//�/////%\//j//\\// O METER 4" P. GONG.SLAB w/ 2"x4" r \\ \\ \\O.G. (MIN. 3) \ \\ \\ \\ \\ \\/\/ ,� DRAWING TITLE: Z b"x6"-10/IO W.W.M. KEYWAY ° _ %ice'" \ \ \ \ MI 5) \� \ \ \ \ \ \ ° ° UPON COMPACTED FILL •... ,. i'� / // // // • yi /\ 4"DRAIN CONNECTED °. °✓;;"' \ n ° BUILDING SECTIONS lu TO EXIST.MAIN LINE A, \ \ \ \ \ \ \ \ \ DESIGN DETAILS ° ///// �/ ti// %/%%\//\//\//NOTE: \%/ v w / v ` I \\/\\�\\. j\\/\\/\\/\\/\\/\\/ ALL P. GONG. \// • a- • \/\/ 4,000 P51 (MIN) \// #4 REBAR CONT. ® 10" O.G. (MIN. 3) ' •.f; \ \\/ /\�/\\/\\/\\/\\/\\/\\/ /\\ m (I) #4 REBAR GOVT. \/\/\/\/\//\//\// (3) 2 xl2 STRINGERS a w/ R-21 _ 9I \ \ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ INSULATION,IF UNDERSIDE 15 FACING d I1. // // // // // // // // //\//\//\//\//\//\//\//\// PAGE: #5 BENT REBAR ® 12 O.G. I \\/\\/\\/\\/\\/\\/\\/\\ / STORAGE/NON-HABITAL SPACE / � � � \ � a THK. P. GONG. WALL A-302mOl 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/ Y2 GYP. BD. (I) #4 REBAR CONT. 11 ° \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 5TORAtOE UNDER (WHEN , ,PPL I GALBE) PER DETA��O A 401 a //\//\//\//\//\ \ \/\/\\/\\/\\ \\/\\/\\/ DATE: 05/05/22 11 OF 16 TREATED W/Cl2" SL FOR CONTACT ONCIL(IF APPLICABLE) 2 BEL.ON ORADE MASONR`I' STAIR DETAIL. 0"" R ED P, C B "ASEMENT ,0-302.01 5GALE: 5/4" = I'-O q ` 3 7 14,=1 I N7ER I OR MOOD STAIR DETAIL. A-302.01 SCALE: 1-/4" = I'-O" Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Lu WOOD FRAME (L.G. STL. Lu EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q STL. WHEN APPLICABLE) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL POST FOR 4" WALLS J WOOD FRAME (L.G. 5'TL. WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL P05T FOR b" WALL5), U.O.N. NEW 2-HR FIRE RATED O WOOD FRAME (L.6. STL. 0- WHEN APPLICABLE) >- O 2 H Z Q � STRUCTURAL PLAN NOTES W 0 51NOLE SPAN 5TRUGTURAL MEMBER: J 00 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 1 ACROSS MULTIPLE SPANS. PROVIDI= SPLICES DIRECTLY Z 0 ABOVE INDICATED POSTS. Zi PROVIDE SIMPSON HGLTV HANGER AT INDICATED BEAM T'1 � Tq O C�2 CONNECTION;WELD HANGER TO 5TEEL BEAM PER MANUFACTURER SPECIFICATIONS (SEE 20101 SIMPSON Q m Z 2' STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES Q Z rl CN 162-164 $ BULLETIN "T-G-WELDUPLFTI9". § LLL W cb TYP. STL. COL.: Lo Ix T-i OS 5-1/2" O.D. SCH 40 HOT DIP GALV. 5TL. COL. (ASTM A125) LO BY SIMS STEEL (OR EQUAL) Q Q OPEN-WEB JOIST REINFORGEMI=NT: r-I J O O4 PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT EACH JOIST, A" THK. x II-1/5" HIGH x 16" LONG, CENTERED cr W BENEATH EXTERIOR WALL ABOVE, FIXED ON ONE SIDE OF - - . - . - . - . - . - - . J015T IN VERTICAL POSITION TO TOP $ BOTTOM CHORD w/ - - "PL PREMIUM" GLUE (OR EOUAL.J $ 5" NAILS ® 5" O.G.; (5) 2"x10" FLUSH 5M. - SEE AL50 JO15T MANU. SPECIFICATIONS. U ' Q W OPEN-WEB JOIST REINFORGEM'ENT: _ I O PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT RAISED MASONRY PATIO EACH JOIST, �" THK. x II-7/5" HIGH x 24" LONG, CENTERED - - - 2"x5" P.T. D.J. ® 16" O.G. - (� (3) 2"x10" P.T. FLUSH BM. � w/ SIMPSON LU526 JOIST BENEATH INTERIOR LOAD-BEARINO WALL ABOVE,FIXED ON I HANGERS ® FLUSH 5M. -J BOTH SIDE OF J015T IN VERTICAL POSITION TO TOP d � BOTTOM CHORD w/ 'PL PREMIUM' @SLUE (OR EQUAL.) d 3 Q NAILS ® 5" O.G.;SEE ALSO JOIST MANU. SPECIFICATIONS. RAISED MASONRY PATIO t^RSL (2) 2"xb" a05T (4) 2"x6" ? V JOIST HANGERS (STEEL FLUSH BEAM): STACKED BENEATH POST TO HDR V O O PROVIDE SIMP50N BA2.56/11.55 TOP FLANGE JOIST HANGER POST TO VALLEY 4 FLUSH 5M. dJ _ _ _ ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER x - 2"xb" -- -�- -- (4) (2) I.'f5"x9.5" G.P. 2.0E LVL HDR MANUFACTURER SPECIFICATIONS (E)EE 2019 51MP50N ® I P05T TO HDR OC STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGE5 162-164 6 BULLETIN "T-G-WELDUPLFTI9". EF JOIST HANGERS (STEEL FLUSH BEAM): r O PROVIDE 51MP50N BA5.56/11.55 TOP FLANGE JOIST HANGER / (2) 2"x5" HDR (5) I.'75"x14" 6.P. ZOE LVL HDR (5) 2"x10" HDR ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER (5) 2"x12" HDR ' \ MANUFACTURER SPECIFICATIONS (5EE 2019 51MP50N _ STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGE5 3: V O 162-164 4 BULLETIN "T-G-WELDUPLFTI9". LL ® 7 OJOI5T HANGERS (WOOD FLUSH BEAM): O PROVIDE SIMPSON MIU2.56/II FACE MOUNT HANGER® EACH F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS %'O� O r I� 0 i Oz p OJOI5T HANGERS (WOOD FLU5H BEAM): �' U ¥� p j BEDROOM #I �u m ¢ w PROVIDE SIMP50N MIU5.56/11 FACE MOUNT HANGER ® EACH "i` F z = tip _'i 2L12.015.F. U F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS �0 _ �O GREAT ROOM � LOAD BEARING WALL w/ REINF=ORCED F.J. BELOW: ��' N �� 364.6 S.F. ®�' �' I LL KITCHEN ©cn ;10. ®� �� po I LL to / 246.01 S.P. 0 O ;i O AS INDICATED BY HATCHING �z ,� Q �z >~ O � ® O' O tyz Os O w ul m (5) 2"x4" I Q _: p - 'n n w nri O 5M/CO HEADER POST FRAMING NOTE:. n� ', a in m ttt rn n (5) 2"x4" PosTs POST To dI 5TAGKI=D BENEATH DROPPED BM. POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW . 4 CA (2) 2"x4" OST5 N I p STANDARD FRAMING GRAPHIC ON PAGE 0-005 UNLE55 ®�' = 0� O[A POSTS ABOVE TO FLUSH BEAMS ^ry w O NOTED OTHERWISE 0 �a�!>$, �Z p \� I ; ! _DROPPED BM. ;:. Z a \ < + � � x� ,r 2 2x5 , I OOR HD Z >S Ul in - - - - - I. - - ,g: ( P. U.N. O O0 ks vJ �, 5 m 1 WALK-IN GL. 40 S.F. 5 I z W_ z � o� �'�� -► I , • I i' m o PANTRY \ 2 z BATHROOM I o 25.6 S.F. 3 (2) 2"x5" I # z o W12x45 A36 STEEL FLUSH BM. HDR 2) 1.'15'x11.875 G.P. 2.0E LVL FLUSH 5M. I 1 1 76.0 S.F. cn W O Z 2 o U N w �q- POWDER oc e� (5) 2"x4" (2) 2"x4" POSTS p = , TO FLUSH SM. ®p ®p JJ W r1 ROOM POST To ®p , - - 21.5 S.F .,FLUSH 5M. \ a. 0 , - I Iall[z -n 7t N I N + =rn p , O PARLOR clq � p , 1101.6 S.F. '� ', - - - OPEN Td C� n - (2) 2"x4" POST - - - I I rn O ABOVE //1 w m =W Lu F- o \ o �> mm/ p T STACKED / g` Q i j � DINING ROOM;nw\ BELOW (:2) :2"x4-' Lo- C) > J T!> vs 14.5 S.F. �- Thi c4,, (5) 2..x¢.. <!,s`, ®oo %o Cr POST ABOVE moo , a POST TO Sye!8 �`��y�oPc ' �� A 4 _ _ _ _ _ _ _(_ _ _ _ _ _ -POSTTOO PROJECT: FLUSH 5M. is fiy o� HALLWAY - - - - - - 01.5" LVL HDR I'. FLUSH SM. �Q' C X , ( fit (5) 2"x4" POST • rn STACKED , ,Ew#" _ R OYA LTO N R 0 W ? ; /ry+� MUDROOM n`� -y oh` ' a BELOW (2) 2"xb" '�v �\< 1.5 x5.5 LVL (5) 2"x4" POST a0.2 S.F. ,+�'V �p L ,i P05T ABOVE STACKED (5) 2" (2) 1."15"x11.5'75" G.P. .OE LV LOT 6 DESIGN C < �5 STUDS AT GL. BELOW (2) 2"xb" O TO FLUSH BEAMS BENEATH PO T5 TO (2) 2"x4" POSTS `�1 Q�� !>�. o,� DOUBLE-STOR - I POST ABOVE F H BM. BATHROOM WINDOW HDR ABOVE TO FLUSH 5M. FOYER WALLS `OS, SPS 3, if1 POSTx4 \ o�'S oo�r\!.o .y1ry+' (2) 1."15 x9.5" G.P. 2.OE LVL UPSET 5M. < COX NECK ROAD \o�+� FLUSH \ \� �,� - - - MATTITUCK NY 11952 2 GAR 'PoL yh Axa i �al / \ GARAGE ;,. 545.6 S.F. \sy (2) 2"x6" P05T Im m RAISED MASONRY PATIO p n DRAW TITLE: / \ \ STACKED I1 !� 2"xb" \ BE TOT`/HP° )IT � _ PROPOSED STRUCTURAL PLAN EY POST TO - +,, FLUSH BM. 2"x5" G.J. ® I6" O.G. w/ SIMP50N LU526 JOIST N ,rl,+ Qom c �� \ HANGERS ® UPSET 8M. ��" \ � - (2) 9.5" LVL HDR - (2) 9.5" LVL HDR- (2) 9.5" LVL HDR +� \ /\N / l5) 2„x6„ _ PAGE: POSTS m TO HDRS_10 In 0001, 1 Q iAcl 1 \ I DATE: 05/05/22 13 OF 16 e ' _ (POST TO co FLUSH BM. •�fi 'gr G Nom - 413 y . PROPOSED FIRST FL OO STRUCTURAL_ FLAN SCALE: 1/4" = P-O" OEI ` ERAL. 5 I �50L < I Q EXI5TING TO BE DEMOLISHED NEW PARTIAL HEIGHT - WOOD FRAME (L.G. 5TL. 0 EXISTING TO REMAIN WHEN APPLICABLE) W W J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q 5TL. WHEN APPLICABLE) G NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 0 / // c P05T FOR 4" WALLS J WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 5TL.WHEN APPLICABLE) Z O Z STRUOTURAL PLN NOTES Z 4 O SINGLE SPAN STRUCTURAL MEMBER: 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS W ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY J ABOVE INDICATED POSTS. J oo PROVIDE SIMPSON HGLTV HAN9ER AT INDICATED SEAM O2 CONNECTION;WELD HANGER TO STEEL BEAM PER MANUFACTURER SPECIFICATIONS (SEE 2019 I SIMPSON Z r rq rq STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES 0 162-164 d BULLETIN "T-G-WELDUPLFTI9" < . J � m � O Q Z >; 4 TYP, 5TL. COL.: t�3Z T-i 5-1/2" O.D. SCH 40 HOT DIP OALV. STL. COL. (ASTM AI25) BY SIMS STEEL (OR EQUAL) LL ( 0 OPEN-WEB J015T REINFORCEMENT: IH O4 PROVIDE 055 20 O.G. (SPAN "TING) REINFORCEMENT AT Lo EACH JOIST, THK. x II-1/8 14167H x I6 LONG, CENTERED BENEATH EXTERIOR WALL ABOVE, FIXED ON ONE 51DE OF J015T IN VERTICAL POSITION 70 TOP 4 BOTTOM CHORD w/ p "PL PREMIUM" GLUE (OR EQUAL) 6 3" NAILS ® 5" O.G.; Q W SEE AL50 JOIST MANU. SPECIFICATIONS. OPEN-WEB JOIST REINFORCEMENT: —� 5 PROVIDE 055 20 O.G. (SPAN "TINS) REINFORCEMENT AT (3) 2"x8" UPSET BM. rp N Q OPROVIDE FLAT � N� � U EACH JOIST, " THK. x II-"1/8" HIGH x 24" LONG, CENTERED _._ ---__. _... _ _.___ BENEATH INTERIOR LOAD-BEARING WALL ABOVE, FIXED ON ROOF �\ = W BOTH 51DE OF JOIST IN VERTICAL POSITION TO TOP d MEMBRANE DN a F- t U SLOPE AWAY z BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUALJ B 5" FROM BUILDING �j ® U J NAILS ® 5" O.G.;SEE AL50 JOIST MANU. SPECIFICATIONS. JOIST HANGERS (STEEL FLUSH BEAM): (2) 2 xb O PROVIDE 51MP50N BA2.56/11.&5 TOP FLANGE JOIST HANGER POST TO (3) 1.75"x11.25" O.P. 2.OE LVL HDR ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER VALLEY MANUFACTURER SPECIFICATIONS (SEE 2019 51MP50N STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES ' 162-164 d BULLETIN "T-G-WELDUPLFTI9". _ Q I JOIST HANGERS (STEEL FLUSH BEAM): / (2) :2"x5" HDR (2) 9.5" LVL HDR x O PROVIDE SIMPSON BA5 56/11.8!3 TOP FLANGE JOIST HANGER ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER MANUFACTURER SPECIFICATIONS (SEE 2019 SIMPSON STRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES + \ 162-164 k BULLETIN "T-0-WELDUPLFTI9". OJOIST HANGERS (WOOD FLUSH BEAM): PROVIDE 51MP50N MIU2.56/II FACE MOUNT HANGER ® EACH F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS L BEDROOM#2 th n OJOIST HANGERS (WOOD FLUSH BEAM): o\>s" � sj• 715154 S.F. n PROVIDE 51MP50N MIU5.56/11 FACE MOUNT HANGER ® EACH0 Tp�A BEDROOM#5 F.J. (U.O.N) PER MANUFACTURER SPECIFICATIONS \� 24'1.6 S.F. S' 47 / ® N J Q ui ry O 0 v l0 LOAD BEARING Ww/ALL REINFORCED F.J. BELOW: - AS INDICATED BY HATCHING ROOM E- / G�Sy�\ � x 0SM/Co n� LIVING / Go G\ 255A S.F. �io . Q N u' POSTHEAS FOR P05T R OR DOOR AND INQ W NDOWTHEADERS SHALL FOLLOW u)Q POSTS x I Z 5M/G0- Q w A& TO HDR (2) 2"x8" t7 STANDARD FRAMING GRAPHIC ON PAGE 6-003 UNLESS :x (4) 2"x4' POST x DOOR HDR d) Q F / N = NOTED OTHERWISE /Q�/ �,,®s+mo (4) 2"x4' BENEATH POST in (TYP. U.N.0) U POST TO \ / TO RIDGE I r� �, .• 4,: - (2) 2"x8" N I 0 ♦� o cT BEAMS u: N DOOR HDR IO w ij u AI Q - - . - ,, (TYP. U.N.0) NQ Y -Ly SIMP5ON I 2 Z / iv ® HHUS5.5o/l0 _� / \ WALK-IN CL. • 01-- BEDROOM#4 Q��J a HANGER Q I 60 S.F. / 181.8 S.F. YI Q- o i 3) .'15 x9.5 G.P. iy+.r4 0� G �S„ 2.0 VL FLUSH BM. z ix a O M(5) 2"x4" 0 \POST TO LL(2) 2"x4" LL o ry Jo jLLI -O v NP-L. -POST O I BEAM <� z t0 / +�4� HALLWAY - - BEAM \ ® NO 2 U) w ,y 0 x BATHROOM#2 C] , - U ccvv w O,SM/GO to lll//OPE T07 \ to ® d� N / BELOW - � • r- 10 NLii / (5) 2"x4" POSTS / / / ATTIC I ( (2) L _ _ VL HDR N H o BENEATH POSTS / HATCH - - - - - p TO RIDGES BAT14ROOM#5 ( o / '�•D '`b � // /�� / ® 64.6 S.F. ® - - (2) 2"�6" Po5T5 TOVALLEYS PROJECT: 1.5"x5.5" LVL STUDS 41 S.F. 9, ® +� � �� \ / ,s pO,c� �/ , (2) 2 8 HD _ - - - AT OYERDOPBLE-5TbRY HAWS R OYA LTO N R 0 W \ / � J LOT DESIGN'O LAUNDRY POST o - - (2) 2"W' HDR 6 C ROOM VALLEY - - - - COX NECK ROAD " \ T MATTITUCK, NY 11952 BONUS ROOM \ . HEATED ,` FINISHED DRAWING TITLE: o c� \ PROPOSED STRUCTURAL PLAN 0 ry 0 PAGE: n S-102 ,. 01 DATE: 05/05/22 14 OF 16 D Ap, Illy PROPOSED SECOND FLOOR STRUOTURAL PLAN F r4`�'�` SCALE: 1/4" = I'-O" GENERAL SYI�50L <ENT" : Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT LLJ WOOD FRAME (L.G. 5TL. O ' WHEN APPLICABLE) J EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q STL. WHEN APPLIGABLI=) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL OJ WOOD FRAME (L.G. 5TL. P05T FOR 4" WALL5 J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL I-- P05T FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED' 0 WOOD FRAME (L.G. STI-. WHEN APPLICABLE) >- O F- 5TRUGTURAL PLAN NOTES z SINGLE SPAN STRUCTURAL MEMBER: 4"x3" ALUM. Q O STRUCTURAL MEMBER SHALL NOT' BE CONTINUOUS 4"x3" ALUM. DOWNSPOUT W ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY DOWNSPOUT DOWN TO J ABOVE INDICATED POSTS. DOWN TO SPLASH J PROVIDE SIMP50N H&LTV HANGER AT INDICATED BEAM SPLASH GUTTER HIGH GUARD GUTTER HIGH a 00 GRADE (TYP) O2 CONNECTION;WELD HANGER TO STEEL BEAM PER NEW MECH. ROOM: POINT(TYP) GUARD ® POINT (TYP) Z (D MANUFACTURER SPECIFICATIONS (SEE 201,1 51MP50N I. NEW GA5 FURNACE; INSTALL AS PER MANU. GRADE (TYP) Zi r-I 5TRON&-TIE WOOD CONSTRUCTION CONNECTORS PA67E5 SPEG.'s 162-164 b BULLETIN "T-G-WELDUPI-FTIq". 2.F.A.I. THROUGH ROOF 3.FLUE THROUGH THROUGH ROOF 4"x3" ALUM"x . Z Z TYP. STL. COL.: 4.MAINTAIN 3030" CLEARANCE IN FRONT OF DOWNSPOUT Q Z O3 3-1/2" O.D. 5CH 40 HOT DIP GAL`+/. STL. COL. (ASTM A123) MECHANICAL UNITS A5 PER NY5 MG 306.1 DOWN TO J N BY SIMS STEEL (OR EQUAL) 5. MAINTAIN ALL APPLICABLE VENTING DRYWELLS a LLLLI (D OPEN-WEB JOIST REINFORGE'MENT: CLEARANCES REQUIRED PER NYS MG 804. GRADE (TYP) ® NL0 ix TA O PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT TYPICAL MECHANICAL EACH JOIST, �" THK. x 11-7/5" HIGHI. FOR WD. FR. FLOOR ROOM NOTES:x I6" LONG, CENTERED - ® N N O Q - PROVIDE t/2 G:ONG. BD. BY 4"x3" ALUM. x v O � BENEATH EXTERIOR WALL ABOVE, FIXED ON ONE 51DE OF "DUROCK" (OR EQUAL) DOWNSPOUT JOIST IN VERTICAL POSITION TO TOP d BOTTOM CHORD w/ 2. FOR WD. FR. GLC. AND/OR WALLS - PROVIDE (1) DOWN TO p a W "PL PREMIUM" GLUE (OR EQUAL) it 3" NAILS ® 5" O.G.; LAYER OF 5/5" TYPE "X" GYP. BD. UL U505 (OMIT ON DRYk^ELL5 a n A w SEE AL50 JOIST MANU. SPECIFICATIONS. GONG. WALL5) &RADI= (TYP) — — — — — — — — — — _ _ _ _ 4"x3" ALUM. OPEN-WEB JOIST REINFORCEMENT: 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DOWN5POU O PROVIDE 055 20 O.G. (SPAN RATING) REINFORCEMENT AT 5PEG.'e AND AS PER NYS MEGH. AND FUEL OAS CODE I —I I DOWN TO V W EACH JOIST, ;j" THK. x 11-1/5" H1014 x 24" LONG. CENTERED 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT ^ SPLASH BENEATH INTERIOR LOAD-BEARING WALL ABOVE, FIx=D ON IT CONFORMS TO NY5 MECH. AND FUEL OAS CODE / \ I I I GUARD ® V BOTH SIDE OF JOIST IN VERTICAL POSITION TO TOP b 5. COMB. AIR VOLUME AS PER MANU. 5PEC.'5 - PROVIDE / — — — — — — — — — — — — — — — — — — — — — — — —J I I GRADE (TYP) _ J BOTTOM CHORD w/ "PL PREMIUM" GLUE (OR EQUAL.) B 3" FRESH AIR INTAKE FROM EXTERIOR / / �_ — — — — — — — — — — — — — — — — — — — — — — — — — — — NAILS ® 5" O.G.;SEE ALSO JOIST MANU. SPECIFICATIONS. 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL EMERGENCY SHUT OFF 5WITGH J0I5T HANGERS (5TEEL FLU54 BEAM): 7. FOR OAS SERVICE,PROVIDE OAS SHUT OFF SNITCH O PROVIDE SIMPSON BA2.56/11.85 TOP FLANGE JOIST HANGER 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER ® EACH F.J. U.O.N. WELD HANGER5 TO STEEL BEAM PER CLEARANCES AS PER CODE / MANUFACTURER SPECIFICATIONS (SEE 201,1 SIMP50N 5TRON&-TIE WOOD CONSTRUCTION CONNECTORS PAGE5 / 162-164 4 BULLETIN "T-0-WELDUPLFTI11". x JOIST HANGERS (STEEL FLU51-4 BEAM): - v " O PROVIDE SIMPSON BA3.56/11.55 17OP FLANGE JOI5T HANGER / / XN d I r ® EACH F.J. U.O.N. WELD HANGERS TO STEEL BEAM PER MANUFACTURER SPECIFICATIONS (SEE 20111 SIMPSON 5TRONG-TIE WOOD CONSTRUCTION CONNECTORS PAGES 162-164 4 BULLETIN "T-G-WELDUPI-FTIcI% O5 J015T HANGERS (WOOD FLU5H BEAM): / 6" PROVIDE SIMPSON MIU2.56/11 FACE MOUNT HANGER ® EACH "P F.J. (U.O.N) PER MANUFACTURER 5FECIFICATIONS // c (3) 2"xb" (3) 2"xb" POST TO POST TO I I OJOIST HANGERS (WOOD FLU51- BEAM): / // RIDGE RIDGE PROVIDE 51MP50N MIU3.56/11 FACE MOUNT HANGER ® EACH F.J. (U.O.N) PER MANUFACTURER 5PEGIFICATION5 / / (2) 1.-15"x11.25" 6.P. 2.0E LVL RIDGE 4"x5" ALUM. La DOWNSPOUT /// Io LOAD BEARING WALL w/ REI1gFORGED F.J. BELOW: �(3) 2"xb" POST AS INDICATED BY HATCHING DRYW NN ® / // �% TO RIDGES, I 0 �I U > (2) 1."15"x11.5" G.P. 2.0E LVL FLUSH BM. I Q HIP, +f VALLEY J lY w/SIMPSON HHU548 HANGERS GRADE (TYP) / lu _ _ _ _ I w cs �� 0I I HEADER P05T FRAMING NOTI= ��Q J w POSTS FOR DOOR AND WINDOW HEADERS SHALL FOLLOW \ \ �, Jv N ( 143 I I Q STANDARD FRAMING GRAPHIC, ON PAGE 6-003 UNLE55 NOTED OTHERWISE O cn RHEEM 115,000 BTU �j \ \ �L X / AS FURNACE MODEL O. W115TCII51524M5A ®�io \\\ Lry ��0 v �P I I'-O" TYP. z m LL (OR EQUAL) 6', P \ cn 0-4 z O s 0 o \ L I m0 ,I\ \ o I < z I I I � z /ATTIC / / N I O z (3) 2"xb" POSx TS / HATCH 0 — — — — — — — — - - — — — — — — — — — — U N w ® +i / / / POST TO O PO T' T0 - - - - - - - - - - - - - - - - - - - -J w .1 TO RIDGES / / j / / I I VALLEY VALLEY 12:12 PITCH 12:12 PITCH I I N 4"x3" ALUM. O, Lu to,/ DONN TO % / oLo DRYWELLS ® \ / / As2 "x5" R.R. 2"x5" R.R. ( I 1 O GRADE (TYP) Ix L- - - - - - - - - - - PROJECT: � X DOWN POU ROYALTON ROW 5:12 PITCH 5:12 PITCH DOWN TO SPLASH LOT 6 DESIGN C GUARD &RADE (TYP) 2"x5" R.R. 211x5" R.R. W, O.C. ® I6" O.G. COX NECK ROAD 4"x3" ALUM. MATTITUCK NY 11952 DOWNSPOUT DOWN DRYNELLSTO GRADE (TYP) DRAWING TITLE: // PROPOSED STRUCTURAL PLAN O%c ti ' 4"x3" ALUM. 4"x3" ALUM. \ ®i�o+ / / / DOWNSPOUT DOWNSPOUT \ ev DOWN TO \&U I I ER HIGH DOWN TO DRYWELL5 ® POINT(TYP) SPL GRADE (TYP) &RADE (TYP) PAGE: \ / S-103m0l \ / DATE: 05/05/22 15 OF 16 U 4x3 ALUM. �a�+;,":n,w,... F, DRYWELLS ® ��• tai' a �� &RADE (TYP)PROPOSED ROOF STRUCJURAL PLAN �. . Of IN SCALE: 1/4" = I'-O" "" ' Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 RCHRECn1NE uc Brooklyn Office:450 951°St,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 January 26,2022 RE: Royalton Row-Lot 6 945 Royalton Row Mattituck, NY 11952 To Whom It May Concern, Based on my inspection at 945 Royalton Row,the thermal barrier and fire protection assembly for the floors were installed per NYS Building Code_ Please contact our office if you have any questions. Thank you, Anthony Portillo,RA, LEED AP ED A C . t�*ttV J 037 C D�j J U N 2 2 2022 Royalton Row • • Tax .• 000 • .35 Foundation.- -VIA•. • ~ , Framing- 9 i `r- Y Strapping: T � - Insulation .< � ' fid .M•, � r a ; t Y Rough Plumbing: 4. Imp if Y e �y. a 4 � v 1! T v 5 9 . JUN 2 2 2022