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HomeMy WebLinkAbout47376-Z TOWN OF SOUTHOLD � << BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 47376 Date: 1/24/2022 Permission is hereby granted to: ayes, Theodore 4 Pryor Manor Rd Larchmot, NY 10538 ToConstruct additions to existing single family dwelling as applied for and per SCHD approval. At premises located at: 3940 Orchard St., Orient SCTM # 473889 Sec/Block/Lot# 27.-3-3.6 Pursuant to application dated 1/10/2022 and approved by the Building Inspector, To expire on 7/26/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $601.60 CO-ADDITION TO DWELLING $50.00 Total: $651.60 Building Inspector 41— TOWN — U A T N'T HWS Anncx 54375 Nfain Road P. _Box 3179 Southold, 11971®0959 Telephone(631) 765-1802 `- (631)765=9 _ -- __ eL AW For Office Use Only - � PERIA11T NO. Building 1-irs-penor" Applications and forms must be wed out in their entirety=Incomplete - applicatiom wfli not be accepted. Where tim Appkant Is not the owner,an _ _ shall be compLeted. Date, January 2022 - __ N me-,Margery and Theodore r - , Project Address , Onent NY one ; _ r 5664 €ling Adid-ress:4 Pryer Manor Rd, Larchmont, NY 10538 Name-Joanrc-0—w. zr T_P-—8S M: Chambers e � r _I.c m DESIGN PROFF59ONAL INFORMATION: Name:Peter Mailing dress as 1 Phone : i i1; pM@marrenandnewman.com CONMICTOR a Name:AGMEC Construction i dr s- Exile' Phone 1- n t F DWA-PTION OF PROPOSED N I C - Structure =iteration []Repair 0113emolition Estimated Cost of Prof_-ct: L_lMer Will the lot be re-graded? D es Will excess fill be removed from premises? 11es PROPERTY INFORMATWN Existing use of property-Residenceintended Esse of property. Residence Zone or usedistrict in which premises is situated: Are there any covenants restrictions With r to -80 this property? 01Yes W#No I YES,PROVIDE COPY. i Check Box Aftere din- a - T . -- gOw k9on-deofa e A&W-mm or fwrmmal r danadm==herein desagwed.rim aWleant all appLimbW laws,orcknaamm buWirg W& _ �wsua to sedlop 2=M of the mew Yorks Joan Chambers i afflAudwrimWAgentD&A-m-er Signature of Applicant-, Date® 5 Jan 2022 STATE OF NEW YORK) COUNTY OF bele duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) f 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 leis/her knowledge and belief,and that the Work will be performed in the tanner set forth in the application file therewith. Sworn before me this day of 2t? Nta ubli L. DWYER NOTARY PUBLIC,STATE OF NEW YO K NO.OtD $306 ,PROP - i R - :�"- -��; QUALIFIED IN SUFFOLK COUNTY '' COMMISSION EXPIRES JUNE 30, (Where the applicant is not the Ener) !,-Margery Mayer residing at 4 Pryer Manor- , Joan Chambers NY do hereby authorize to appy}on y behalf to the Town of Southold Building Department for approval as described herein. 5 Jan 2022 Owner's Signature Date Margery Mayer PrintOwner's Nate 2 Generated by REScheck-Web Software -F Compliance Certificate Project Mayer Residence Energy Code: 2018 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5999 HDD) Permit Date: 2021-12-28T05:00:00.000Z Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3940 Orchard Street John Condon Orient,New York 11957 Condon Engineering, PC 1755 Sigsbee Road Mattituck,New York 11952 6312981986 condon77173@optonline.net Compliance: 6.5%Better Than Code Maximum UA: 77 Your UA: 72 Maximum SHGC: 0.40 Your SHGC: 0.31 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. D_Velct = Ceiling:Cathedral Ceiling 605 30.8 2.0 0.031 0.026 19 16 Wall:Wood Frame, 16"o.c. 386 21.0 2.0 0.050 0.060 16 19 Window:Wood Frame SHGC:0.33 62 0.300 0.320 19 20 Wall left:Wood Frame, 16"D.C. 151 21.0 2.0 0.050 0.060 7 9 Window:Wood Frame SHGC:0.24 7 0.330 0.320 2 2 Wall right:Wood Frame, 16"D.C. 151 21.0 2.0 0.050 0.060 7 9 Window:Wood Frame SHGC:0.24 7 0.330 0.320 2 2 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version:J/lR�EScheck-Web and to comply with the mandatory reguir _ �Ie check Inspecti73, ec ist. I tl Jl.l�l�A/ �.r /N -.1 _� Name-Title ` Sicinaturer _ t Project Title: Mayer Residence Report date: 12/28/21 Data filename: Pagel of 9 Section t on InspectionComplies? Comments/Assumptions 303-2-1 A protective covering is installed to OComplies 1)z protect exposed exterior Insulation UDoes Not and extends a minimum of 6 in,below ; NO grade. ❑Not Observable ONot Applicable °403.9 Snow-and ice-melting system controls❑Complies i)F012F installed. ❑Does Not C !Not Observable DiNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 11 2 !Medium Impact(Tier 2) 3 =Low Impact(Tier 3) Project Title: Mayer Residence Report date: 12/28/21 Data filename: Page 3 of 9 Sectionf e field Fraing! n Inge iom ll mm [ 1 rune t /Assumptions Rei Value value 403.4 HVAC piping conveying fluids R R-� OComplies [FRl 7)z above 105 4F or chilled fluids DOoes Not below 55 4F are insulated to;-R- 3. ONat Observable E]Not Applicable -403.4.1 Protection of insulation on HVACCorrplies [FR24]1 piping. EDoes Not C-Not Observable Not Applicable 1_0 i Hot water pipes are insulated to R R- ,LlComplies =[FR' 12 aR-3• ; Does Not nNot Observable ;E]Not Applicable _403.6 Automatic or gravity dampers are 'ElCompl€es [_isRl )2 installed on all outdoor air DDoes Not intakes and exhausts. ; Not Observable Not Applicable Additional Comments/Assumptions: 1ligh impact[i ser 1 ;Medium Impact(Tier 2) 3 :Low Impact([Tier 3) Project Title: Mayer Residence Report date: 12/28/21 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R-_ R-_ ❑Complies saSee the Envelope Assembles 1402.2.1, EJWood ❑ Wood ❑Does Not table for values. 402'2.2, Steel 1402.2.6 E] ❑ Steel ❑Not Observable €[Fl1]1 ❑Not Applicable 303.1.1.1,,Ceiling insulation installed per u❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. EJ Observable ❑Not Applicable .402.2.3 Vented attics with air permeable ❑Complies £[FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable i 402.2.4 Attic access hatch and door R- R- ❑Complies I[F13]1 insulation yR-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50= ACH 50= Complies [F117]1 ach in Climate Zones 1-2,and mm D � I oes Not <=3 ach in Climate Zones 3-8. j ❑Not Observable I ❑Not Applicable , '403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies JFI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total I leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 : _cfm/100 _cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ftz ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. .403.3.2.1 Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not design airflow. ❑Not Observable :❑Not Applicable 1403.1.1 Programmable thermostats ❑Complies .[FI9]2 installed for control of primary ❑Does Not 1 heating and cooling systems and ❑Not Observable initially set by manufacturer to € code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed "❑Complies [FI10]2 on heat pumps. '. ❑Does Not ❑Not Observable ❑Not Applicable 1403.5.1 Circulating service hot water ❑Complies U111]2 systems have automatic or "❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 1.h€ih Impact(Tier 1) 2 =Medium Impact(Tier 2) 3 _Low Irapa (Tier 3) Project Title: Mayer Residence Report date: 12/28/21 Data filename: Page 7 of 9 Section PlansVerified Field Verified Final inspection Provisions Compiles? Corn me n Ass u m pt!ons Value Value &ReqAW 7 I IOU I tlt ' Manufacturer manuals for 7 olies IFITj13 mechanical and water heating TJ dot Does Not systems have been provided. T]Not Observable -Not Applicable Additional Comments/Assumptions: :1 High Impact iffier I-) Project Title: Mayer Residence Report date: 12/28/21 Data filename: Page 9 of 9 i S =CMN€ D PA1 s "OF MALiz1SEVISES FOR A �_ <. . N FOR A 1;3 SLOPE MAX TO SLNGLE F&NMY PX=LNM CWLEY RE7NNNG WALT OR A 2/11 211Am . ' x A OW I LUS SHALL ANDARDBE PLACED DINMUM i .F -FROM DATE O ARS, V-,u 1 SHALL BE PLACED IN [[ 4LS WITH CLEAN SAND AND - - VITH A 1-5 MPI = b EVENT POOR LEACHING Abandonment Of ex1Stin sanitary system must�O inJ,EXCAVATION IS TO BE � # ATERIAL AND BACKFILLED £ornflo m nce with dee- r.= r"u-wircyrient Submit ENGINEER'S CERTIFICATION REQUIRED. SUBMIT R.E.CR R.A.CERTIFICATION FOR INSALLA4TIOa,4 AND CONSTRUCTION FOR FINAL APP OV L. USE FORM WWM-073. I EM DESIGN _ JAN 1 0 2022 BUI DEP- Tu�'N OF4SOUTH6LD HEALTH DEPARTMENT APPROVAL STAMP TALLOW PRESSURE DRAIN 11111121 SCDHS COMMENTS o GPD REVISIONS UICK4 PLUS STANDARD TEM:(34'TRENCH WIDTH) PLUS CHAMBER LEACHING Ir HAMBER LEACHING 081 1 —\Sl S.C.T. ..DIST,1000 SEC,27 EILK 3 LOT.30, ,. ►YES RESIDENCE ® % MAP OF BEAUJOLAIS ACRES LOT 6 FILED 4/1411976 NO.6373 ituck, 755 New a Road York 11952 3940-ORCHARD STREET OF New ORIENT �, 3-1986(631)298-2651 fax - :ondonengineedng.com SANITARY PLAN 2 4- VN -pt A ifi' St", "i 05, —An S� � a(, MAYER RESIDENCE 3940 ORCHARD ST. ORIENT N .Y. I�zY�zZ-- 1000- 27 -03 -3 . 6 3'-8.. GENERAL NOTES 1. All work shall conform to the requirements of the 2020 Building Code of N.Y. State, County and Town Department Regulations, Utility Company requirements and best trade practises. 2. Before commencing work the Contractor shall file all documents required by the Building Department, pay all fees required by local agencies and obtain all required permits. j 3. The Contractor shall visit the site and verify all dimensions and the existing conditions affecting the work prior to construction. Any discrepancies which would interfere with the satisfactory completetion of the work described herein shall be reported to the architect or property owner. Do not start work until such conditions have been examined and a course of action mutually agreed upon. Failure to notify A-5 the owner or architect of unsatisfactory conditions will be construed as an acceptance 1 of the conditions to properly perform the required work. 4. All work is to conform to the drawings and specifications of the architect and engineer consultants. 5. The Contractor is to maintain a complete and up to date set of plans on the job site at all times 6. The drawings are not to be scaled under any circumstances. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures including storage and toilet faciIities,protection of existing work to remain,access to work area, hours of permitted work,availability of water and electric power and all other conditions and restrictions for this particular location in order to execute the work in a careful and orderly manner with the least possible disturbance to the public. 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. The General Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and architect harmless from litigation arising out of the Contractor's failure to provide construction safety means and methods. EXISTING SLAB CONSTRUCTION NOTES REFER TO DWG. S-2 FOR ADDITIONAL FLOOR FRAMING NO CHANGES °O 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. r 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted. N 0 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. b copper termite sheild. I 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 6. Unless otherwise noted all framing and structural wood components shall be #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) I or as specified in R301.2.1.1 8. All building envelope components shall comply with Chapter 6 of the Energy Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance with NYS Code R 602.8 to form an effective fire barrier between stories and i between the top story and roof space. i 10. Protective panels shall be provided for glazed openings in accordance with NYS code R301.2.1.2 if they are required. 11. All portions of the new structure are designed to comply with local geographic and climatic criteria as stated in the following table. i i GEOGRAPHIC & CLIMATE DESIGN CRITERIA GROUND SNOW LOAD 45 ps1 WIND SPEED 130 MPH SEISMIC DESIGN CATATGORY B WEATHERING SEVERE FROST LINE DEPTH 36" I _ = TERMITE THREAT MODERATE TO HEAVY i DECAY SLIGHT TO MODERATE O O WINTER DESIGN TEMPERATURE 11 NEW WORK LIMITED TO o REFER TO DWG. S-2 FOR SPECIFICATIONS ON PORCH FRAMING 0 FLOOD HAZARD AS NOTED Lu w . PROPOSED FRONT PORCH0 0 O O rr o NEW MASONRY WALL SEE STRUCTURAL DWG. S-2 0 A 101 FOUNDATION PLAN z AND MASONRY DETAILS DWG. S-5 z J J , A 102 PROPOSED COVERED PORCH PLAN A 103 PROPOSED 2ND FLOOR PLAN ® ® s: �.® " ° _ �•.. A 104 EXTERIOR ELEVATIONS A 105 SECTION S 1 NOTES & SPECIFICATIONS 0" 10'-4" o" 12'-0" S 2 FOUNDATION & 1ST FLOOR FRAMING PLAN S 3 SECOND FLOOR FRAMING PLAN 38'-21 S 4 ROOF FRAMING PLAN S 5 STRUCTURAL DETAILS 0'-0" 13'-8" 53'-8" A-5 I A 101 i I PROPOSED PORCH FOUNDATION PLAN 1 /4 " _ 11 - 011 w S N PROPOSED E REDAo�n PORCH FOUNDATION 30NOV21 s �o 021 630�� 1 — /4 V111-011 OF NE- REV 12. 16.2 1 JAN 1 0 2022' MARREN AND NEWMAN ARCHITECTS PETER MARREN AIA LEED AP 225 SKIPPERS LANE PO BOX 532 ORIENT NY 11957 MAYER RESIDENCE 3940 ORCHARD ST. ORIENT N .Y. 1000- 27-03 - 3 . 6 3'-8" A-5 1 . ....... ........ i I 0 0• ! 0 0 � i i I EXIST. EXIST. EXIST. DINING AREA KITCHEN BREAKFAST RM. I REFER TO DWG. S-3 FOR ADDITIONS TO 2ND FLOOR FRAMING I - I __ ._........ �. ..__ ._.__. .— .._.._. ___ ._-- _-.- _-. _.._ ......... ........... i ` �- — --'— --.... — _-- — — -- --- --� — ---- — --- --- -- — — '— _ CLOSET #2 CLOSET #3 O CLOSET I i CLOSET #1 i EXIST. uo 0, i BATHRM #1 0 S Y (GHT ' s � I SEE S-5 FOR STRUCTURAL DETAILS :Do EXIST. SHELF PWD. RM. i I EXIST. EXIST. EXIST. LIVING RM. BEDRM #5 MUDRM. I ® WASHER j i � I ! BLUESTONE CAP I EXIST. � I DRYER 0 I ENTRY I 0 IN ILL I EXISTING FIN. FLOOR p ELEV. 0" SHELF D- ( / 1 a. EXIST. ° 4" BRICK °O ELEV. - 1 - 112" ELEV. 0" ___......_. ____ ___ _... _ ._.._. ___ __ IRAIL n - i RA'L 4" CMU WALL / ° NEW WORK LIMITED TO ! j / PROPOSED FRONT PORCH i A 101 FOUNDATION PLAN REFER TO DWG. S-3 FOR PORCH FRAMING I A 102 PROPOSED COVERED PORCH PLAN a = DN RISERS DN 2 RI ERS 10" CMU WALL I GRADE „ GRADE NEW IPE DECK A 103 PROPOSED 2ND FLOOR PLAN ELEV. -13" I ELEV. -13-1/2 ELEV. -1-1/2" j I ,� A 104 EXTERIOR ELEVATIONS I A 105 SECTION SEE S-5 FOR MASONRY DETAILS S 1 NOTES & SPECIFICATIONS GIRDER - SEE STRUCTURAL DWGS. I S 2 FOUNDATION & 1ST FLOOR FRAMING PLAN e S 3 SECOND FLOOR FRAMING PLAN BLUESTONE CAP ON ® ® � MASONRY WALL ® ® , I S 4 ROOF FRAMING PLAN S 5 STRUCTURAL DETAILS d G 12'-0" 0" 10'-4" 0" 12'-0" a. 39'-14„ 0'-0" 13'-8" 3'-8" 1 1-A A A-5 -2 A 102 PROPOSED SECTION D 1 - A PROPOSED PORCH PLAN FIRST FLOOR PORCH ►► _ ► _ ►► w `���RED Rcti% V 2 i► ► ►► 1 / 4 1 0 3 / 4 - 1 - 011 - IJn ,p r' ,�p A7 REV 12. 16 .21 MARREN AND NEWMAN ARCHITECTS PETER MARREN AIA LEED AP 225 SKIPPERS LANE PO BOX 532 ORIENT NY 11957 AYER RESIDENCE EXISTING EXISTING EXISTING ORIENT N .Y. .......... _ X 1000- 27-03 - 3 . 6 w DO I � i $ r�..TMa�Aa� BEDROOM #1 BATHROOM #2 BEDROOM #1 EXISTING EXISTING EXISTING - I z I� I I RE-USE EXIST. DOOR I REVERSE DOOR SWING rl r REMOVE CLOSET DOORS REMOVE DOOR REMOVt DObR - - -- -- - - EXISTING RIDGE TO REMAIN - - - - - - - EXT REL9CATE.�_9PF.`WALL- - _ _ - - ERA MS - -&-�Yd.�I - -- - _ r 1 ✓7 / H#2 BATH x u) REMOVE DOORS & PARTITIONS t - EXIST. CLOSET EXIST. CLOSET / EXIST. CLOSET COORDINATE W/ STRUCTURAL! n NO CHANGES / REQUIREMENTS I , -- ✓ ___.- - - - - - - _..... . ....... ....._ RELOCATED DOORS ,L REMOVE DOOR I }. KITCHEN BnrH xi & WALL /- EXISTING STING I /♦.'yI►//x.J` k E I i i EXIST. ROOF BELOW - NO CHANGES I I I I LL PLUMB—NOnviOWN10— II a.EME.Ts o...o�LL REMOVE ROOFING & FRAMING AT AREA OF PROPOSED DORMER I I ro.�s I I I I - PLUMBING RISER DIAGRAM I I , I I I ELECTRIC SYMBOLS SYMBOLS I R RECESSED CEIL. FIX. EXIST. WALL SECONDFLOOR D� DOOR OPER. SWITCH — _ DEMO. WALL F REC. FAN & LIGHT NEW WALL DEMOPLAN SWITCH _ ADD INSUL. @ WALL 1 /4" = 11-01' 1 1 . 2 8 . 2 1 WALL SCONCE 01 WALL TYPE A-5GFI GROUND FAULT OUTLET 1 WINDOW TYPE ---... .......... __.... ....___ ....___ _..__ .._..- -_-- __...... .._-- -...._ _.._. _.._.. __.... _........ __ ._...... _._.._ _.__ _........ .. _ 1 SWITCH OPER. DUPLEX O DOOR NUMBER EXISTING EXISTING EXISTING 0u UNDER CAB. FIXTURE MW-01 MILL WORK NUMBER APPLIANCE OUTLET F-01 FLOOR FINISH NUMBER z X : ....... QUAD OUTLET C-01 L w } FLOOR FINISH NUMBER I i 4s - oo SMOKE DETECTORA-01 APPLIANCE NUMBER I . C CO2 DETECTOR O06 PLUMBING FIXTURE - - - - CEIL. FIX. SECTION MARK N EXIST. EXIST. EXIST. ^— EXTERIOR ELEVATION BEDRN #1 BATHRM #2 BEDRM #2 I LJ 4s- r" � T ELEVATION MARK Ow INTERIOR ELEVATION I S EXIST. WD. FLOOR �O 1 EXISTING RIDGE REMOVE EXIST. EXISTING RIDGE - - ... _... - .......... _..._. .. .......... ...._.... .......... ------ ......... ......... .- --. _.... _.__ .._...._ _....._. _...... ......... ..... ..._.._. __.._.. .......... ..._..... . .._. ......... .......... ......._. . __._.. ......_.. __..... ...... - -- ..._.__ .._..._. _ INFILL GYP. BD. PARTITIONS _._._ ........ ..--- - -" ADD NEW PLYWD. ,ll SUBFLOOR & FIN. EXIST. CLOSET EXIST.CLOSET u) WOOD FLOOR EXIST. CLOSET o ;::_: FOUNDATION PLAN -- N > r....... NEW OPENING oz TO MATCH EXIST. —,. A 102 PROPOSED COVERED PORCH r" RELOCATE DOORS u~� _ L__: �_. ,d�p - A 103 PROPOSED 2ND FLOOR PLAN —.- -._...... _..._ _......__ j.. ._L _�_.._... _.-..___-- A 104 O ELEVATIONS z� :IN r_ ....�BATHRM #3t ........ _-: .... -(sI- N c �-..:_ . A 10 5 SECTION R ADD NEW PLYWD. X . } - T...._NEW iTILE...FLo R^,.. SUBFLOOR & FIN. -- ---_, ---- - - ES & SPECIFICATIONS __.. �_ ..:.__.�. ._I_ r._._..:.... -j WOOD FLOOR C T— r TO MATCH EXIST. �._.: �� 1._ FOUNDATION & 1ST FLOOR FRAMING PLAN _ O -- O -- ---- -- EXIST. ROOF BELOW ..._ _ ;_-. NO CHANGES S 3 SECOND FLOOR FRAMING PLAN T i - : w ADD NEW PLYWD. - .-_ S 4 ROOF FRAMING PLAN a SUBFLOOR & FIN. S 5 STRUCTURAL DETAILS I WOOD FLOOR -- ............... v TO MATCH EXIST. 13'-5.. .. _82.. I ---I S - _ . 112" WATER RESISTANT GYP. BD. @ 112" WATER RESISTANT GYP. BD. @ --T----- BATHROOM INTERIOR BATHROOM INTERIOR BEDRh1 #4 BEDRM #3 �M --.._...:._.. ,.. .. .._. _ /2" TI TUB WALLS /2" TI T .� 1 LE BACKER BOARD @ 1 LE BACKER BOARD @TUB WALLS TILE @ SPECIFIED AREAS TILE @ SPECIFIED AREAS W @ 1 SOUND 0 - - REFER TO DWG. S-4 FOR HEADERS & DORMER FRAMING STUD ALL SIZED FOR PLUMBING REQ. 2X4 C STUD WALL "— 3- 1 /2" SOUND ATTENUATION BLANKET 3- 1 /2" S ND ATTENUATION BLANKET 7 w W 1 5/8" PAINTED GYP. BD. @ BEDROOM 5/8" PAINTED GYP. BD. @ BEDROOM ....... ......... rr _.........._.. .... _--.F ..� .__s _a m IT 01 02 _.__..._......._...._..... .._._...14 --- ....._.._..__......__......-----._.._...._... __..._..__...._._..........__..........._.... 16 -- . -__...... � .................-- __........__.............._ .............._..........__......_....._._..._. ..-.---............................. _._...._.....----...._...... __ _._._..........--..... _ -_ __ _........ — _ ROOF OV R PORCH BELOW ..... ..._..__..................................._......_.......................___..........._........_...__......._...._._ ....................._.. .......__.............................___................._.....__-_..._...... ............_...__.. ..._. ._._.__........ . ............._.._.......__............._.....................................__ ....._.... ......... -...._.._ ...__..................._.............._......._....__...............__........._.._... 5/8" PAINTED GYP. B D. -__ .._....... __...._--._.._.._........ __..... .--- .__-_..........__...----- -------- ..._.._.. ..--- ----_.... _...__..................._.._..._..__..__..... --.._ ...... ....._ _..._........._...._..............._.__......._........._._._._._... ....._.... --- -- - - - - -'-" 2X4 @ 16" OC STUD WALL PROPOSED .._......_.. - ..... __......_._.......... -.._.._ .........._......... --- _ -- ----......_....._.._........-.-. _........._..._.....- ........._.. - ..............._..... _ _..._ - ATTENUATION BLANKET _ c . _ - _ - - ��� .u.. ---- - - / PAN P BD. SECOND FLOOR DORMER _.._... _....._ - - _ . .. . __......._........ � 5 8 PAINTED GYP. .........._......................_....._._..._.._.. -..._ ------- 310 ._61.. 12'-54.. 12'-54.. .-6 .. 1._0.. �, ����\,�! 7C .q t'` �� 1 /4.. _ � ._0., ,r fix' 4 REV 12. 16.21 Al-50 2_1'��y42 103 F OF t�E`►� MARREN AND NEWMAN ARCHITECTS SECOND FLOOR PLAN W INTERIOR PARTITION TYPES PETER MARREN AIA LEED AP PROPOSED s N " _ " P05BOX P53RS LANE 1 /4" = 1 v-011 1 1 . 2 8 . 2 1 1 / 2 0 ORIENT NY 11957 E MAYER RESIDENCE 3940 ORCHARD ST. ORIENT N .Y. 1000- 27 -03 -3 . 6 NEW SHED DORMER EXISTING ROOF EXISTING RIDGE TO REMAIN ASPHALT/FIBERGLASS SHINGLES NEW ASPHALT/FIBERGLASS SHINGLES --- ._.__:.-__::_-:.:::::.::.- --::::::.-:_-_._..-:....._.__ NEW@ _................._.._....... _._........-..._....._._ - ----- _.._.._.__..._.._.. --- -' - ..._.._...____.._..._............_._..__..___._.......-- - - ------ - -- = NEW SHED DORMER NEW SHED DORMER & NEW RAKE -- EXISTING - NO CHANGES NEW RAKE BOARDS, SOFFIT & FASCIA BOARDS TO MATCH EXISTING ADD ALUMINUM GUTTER & LEADER NEW RAKE BOARDS, SOFFIT & FASCIA ---..._._-_...---.-_-__-- -- '--'-'---- _..._-.-. -.---------...._.__.._......_........__......-....__.........._...__........._.__......____._......__._....__.__.... ............___._..............----......__.._.___._.._..._.._..-------.._.._....__..._.._.........._.._..._..--------.._..-----.-.-----.__.._..----.--.--......- --_- BOARDS TO MATCH EXISTING - --- - - - --..---- -- ADD ALUMINIUM GUTTER & LEADER EG SS ............ _............_.._..........._._.__. XIS _... NEW WINDOW TRIM TO MATCH EXISTING ........... NEW WINDOW TRIM TO MATCH EXISTING NEW CORNER BOARDS TO MATCH EXIST. - - __.._ 14 15 16 ADJUST HEIGHT OF NEW EGRESS WINDOW TO 8 --......-..- NEW HORIZONTAL HARDIE PLANK MINIMIZE OBSTRUCTION @RAKE ❑ _.......................................................... ... _.._.. .......... SIDING TO MATCH EXISTING O OEII ADDNEW CURVED RAKE BOARD TO JOIN _._.....-...._._.._......__...._.... -- ----- ..__............. .............. ....._........_.__..._._......--- - --._...---EXISTING_: EXISTING ROOF OVERHANG AND NEW III �1�1 / 1�1 Lo ....... ROOF OVER PROPOSED PORCH -_......_.- _.__ _.___-._ -----......__._..-_......_.._... - --- -- ::::c::c.._ .....__..... ...........__.........__..........---._.. .__._...._..........-------------._._._-._._._.._.__. ...__._.._..._............____..... ._......_.._....._......._...........-----...-----..._.._.._......._.._.._._....- --......_..---------__...._ .___.....__._._.___....__.._......__................_..._....._......................... ........._........._.. ............_._._.... .....--_-.."=-r.____..._._..-._....rr._._'__..-...-._..'--..c._._....._.._...."`__..._..-.._- ----___--.......[......_.._.: NEW HORIZONTAL HARDIE PLANK -..____-._.._.._..... -- - _ - -_ -_ WINDOW SCHEDULE SIDING TO MATCH EXISTING EXISTING - NO CHANGES NEW ASPHALT/FIBERGLASS SHINGLES @ - __- - NEW PORCH ROOF & NEW RAKE TYPE NOTES --- ........................---..._.-...... NEW BEAM TO BE CLAD IN WHITE NEW BEAM TO BE CLAD IN WHITE VERSATEX (OR EQUAL) TRIM O ANDERSON E SERIES CASEMENT VERSATEX (OR EQUAL) TRIM ADD ALUMINUM GUTTER & LEADER 14 2ND FL BEDRM #4 EAST _.._._...._....... _................ CAX2040 x 5 120"x48" UNIT EXIST. XIS XI XIS XIS . NEW STRUCTURAL POST r0 BENEW STRUCTURAL POST TO BE ` E Xi 5 ANDERSON E SERIES CASEMENT 2ND FL BEDRM #4 EAST CLAD IN WHITE VERSATEX (OR EQUAL) CLAD IN WHITE VERSATEX (OR EQU XS . \� EXIST. XS . \ O CAX2040 x 3 72"X48" UNIT BLUEsroNE CAP INSTALLED ON NEwANDERSON E SERIES CASEMENT 2ND FL BEDRM #3 EAST 16 CAX2040 x 5 120"x48" UNIT MASONRY KNEE WALL BLUESTONE CAP INSTALLED ON NEW i Ll MAsoNRY KNEE WALL �� ANDERSON E SERIES CASEMENT EGRESS NEW HANDRAIL ATTACHED TO WALL H� - -- --- CAX264O 30"x48" UNIT 2ND FL BEDRM #4 SOUTH NEW HANDRAIL ATTACHED TO WALL - � $ ANDERSON E SERIES CASEMENT EGRESS CAX2640 30"x48" UNIT 2ND FL BEDRM #3 NORTH BRICK FACE ON NEW MASONRY WALL BRICK FACE ON NEW MASONRY WALL EXISTING - NO CHANGES 5/4x6 IPE DECKING @ NEW PORCH 3 STEP PROPOSED NORTH ( SIDE ) ELEVATION PROPOSED EAST ( FRONT ) ELEVATION DOOR SCHEDULE TYPE NOTES OINTERIOR SOLID CORE PASSAGE DOOR 2ND FL BEDRM #4 2'-8"x6'-8" © INTERIOR SOLID CORE PASSAGE DOOR 2ND FL BEDRM #3 2'-6"x6'-8" © INTERIOR SOLID CORE PASSAGE DOOR 2ND FL BATHROOM #3 2'-8"x6'-8" OINTERIOR SOLID CORE CLOSET DOOR 2ND FL BEDRM #3 CLOSET (2) 1'-6"x6'-8" BYPASS DOORS EXISTING ROOF NEW SHED DORMER EXISTING RIDGE -.._._.__... ................._._......._... -- ------ -.-. NEW ASPHALT/FIBERGLASS SHINGLES @ - ----- - --- -- ---- - .......... ..__....... ----- -......--- __.... ------- - - -- - --- ---_ - -_ NEW SHED DORMER -.._._ _... -- - -._.._..._..._________ __.........._..._...._.._..___.__......................._.....---....._......_.._._..---___-_.___...............____.....__ A 101 FOUNDATION PLAN -._..- -._......-_--...._.......-_ -------- -._......__ .__._.. _..__ ------- - ---- ..._.._.._._......._.......__....-- .... ...__ _.........._..... _ __...._.._..- - ...... - ---- ....- ------- .... ...__.._..-- ._ ..._..... --..._...__._.----------- --- -- -- - - - -----.- - - - - - A 102 PROPOSED COVERED PORCH PLAN ..--_.. _.......... ................ ........_........._.._ ........_.......... ._..... ............_.............._..........__........_..._...._.._......_......... ................_.....- ... --- ----....-----......._...........----........_......_...---._........--- ....._..........._..-------__.._. ..........__.........._...---......._...............__................_.._._.._......... . _ ..._.._.__...._._._...._...__....-- PLAN _._._..._...--.._._.._.__.._....-- -----.._.-........ ...................___--..---._........._..__._- ..._...................-- - _..__....._... -- ----- -__ _...--- ----- A 103 PROPOSED 2ND FLOOR _._... _._..........----_._._.__.._..--- __..._._.__-- _._..___._...._..__.._ _....._.___....._..___.__.._....---.._.__..._._._ ______...._........-- -----------_-__.- -__.__-- - -� - A 104 EXTERIOR ELEVATIONS ..........................................................--.........__--__........_.... A 105 SECTION __.__......_............._......................................__._........_.._.._.._............ —NEW RAKE BOARDS, SOFFIT & FASCIA —_....__...._____........_. BOARDS To MATCH EXISTING S 1 NOTES & SPECIFICATIONS -----.._..- ... ............................................ ._...._.._.._. ............_... .._._. ..........._..........._._ ....... ..-- ...__._.._.......... _ E' ADD ALUMINIUM GUTTER & LEADER MING PLAN -.... EG ESS S 2 FOUNDATION & 1ST FLOOR FRA ----------- --_..-. ------------_-- _.._......._._.____..........__........__........_.- EX T. EX ST. EX T. E ST. EX T. E ST. XIS _......_..___._......_.....__...___.__..._....._.._..__._ . / NEW WINDOW TRIM TO MATCH EXISTING _. S 3 SECOND FLOOR FRAMING PLAN - --..__.............. ............... ---- --- :TIE GRE WINDOW TO �7 MINMIZEHO OBSTRUCTION @RUOE RAKES S 4 ROOF FRAMING PLAN ...._............................_.._.............._._.............__........................... ......_....-_..._.._............_._._. ._..._.._..._...---............. _..._ ADD NEW CURVED RAKE BOARD TO JOIN .......... ­­.-I.." .- ­. .. .................................................. EXISTING ROOF OVERHANG AND NEW __....__.--:_- ............::.: . ..................................... :-- ROOF OVER PROPOSED PORCH -- -----------------..._................_................_.......__....._...._._...................----......._....................._. NEW HORIZONTAL HARDIE PLANK SIDING TO MATCH EXISTING ----- ._....__..._..... EXISTING - NO CHANGES EXISTING - NO CHANGES _.._..._........ ---................_...---.._.............. ........................._..............................- ._........ -...--_....... __. - - - NEW BEAM TO BE CLAD IN WHITE TYVEK (OR EQUAL) TRIM XI T. XI T. EXIST. E I f. T. E ST. EX ST. NEW STRUCTURAL POST TO BE \ / S . \ 1 T. / XS A BLUESTONE CAP INSTALLED ON NEW MASONRY KNEE WALL EXISTING - NO CHANGES \` / / BRICK FACE ON NEW MASONRY WALL /4x6 IPE DECKING @ NEW PORCH STEP EXTERIOR ELEVATIONS EXISTING WEST ( REAR ) ELEVATION PROPOSED NORTH ( SIDE ) ELEVATION � ;�= NO PROPOSED WORK �tiR ----_ 3 0 N OV 21 1 /411 lv- 011 REV 12. 16.2 1 02 OF IN MARREN AND NEWMAN ARCHITECTS PETER MARREN AIA LEED AP 225 SKIPPERS LANE PO BOX 532 ORIENT NY 11957 MAYER RESIDENCE 3940 ORCHARD ST. ORIENT N .Y. 1000- 27-03- 3 . 6 NEW SHED DORMER EXISTING ROOF ASPHALT/FIBERGLASS SHINGLES TO MATCH EXISTING ' / ROOFING FELT / 112" CDX PLYWD SHEATHING / / / / SEE STRUCTURAL DWG. S-4 FOR DORMER ROOF FRAMING / EXIST. RIDGE TO REMAIN / / NEW CEIL. JOISTS. COORDINATE W/ STRUCTURAL / INSULATION AS PER RESCHECK NEW RAKE BOARDS, SOFFIT & FASCIA BOARDS TO MATCH EXISTING ADD ALUMINIUM GUTTER & LEADER2 VENT SOFFIT � r1: / PROPOSED BEDRM,,-# 3 PROP. BATHRM # 3 EXIST. BEDRM # 2 / j.. — 112" GYP. BD. @ CEIL./ALIGN W/EXIST. r �< NEW WINDOW TRIM TO MATCH EXISTING 112" WATER RESISTANT GYP. BD. @ r: 112" WATER RESISTANT GYP. BD. @ BATHROOM INTERIOR BATHROOM INTERIOR 00 112" TILE BACKER BOARD @ TUB WALLS : r' 112" TILE BACKER BOARD @ TUB WALLS 1 HARDIE PLANK HORIZONTAL SIDING TILE 9 -SPECIFIED AREAS , TILE @ SPECIFIED AREAS VERSATEX HOUSE WRAP OR EQUAL 2X.4'@ 16" OC STUD WALL STUD WALL SIZED FOR PLUMBING REQ. 1/2" CDX PLYWD. SHEATHING - 3- 1 /2" SOUND ATTENUATION BLANKET , 3- 1 /2" SOUND ATTENUATION BLANKET 2X6 @ 16" OC STUD WALL 5/8" PAINTED GYP. BD. @ BEDROOM . x: 5/8" PAINTED GYP. BD. @ BEDROOM INSUL. AS SPECIFIED IN RESCHECK _< ' j 5/8" PAINTED GYP. BD. @ INTERIOR 3/4" FIN. WOOD FLOORING TO MATCH REFER TO DWG. S-3 FOR PORCH ROOF FRAMING SUBFL. SIZED TO ALIGN NEW FLOOR 1 r ASPHALT/FIBERGLASS SHINGLES TO MATCH EXISTING .:; 1 r ROOFING FELT 112" CDX PLYWD SHEATHING NEW RAKE BOARDS, SOFFIT & FASCIA BOARDS TO MATCH EXISTING REFER TO DWG. S-3 FOR ADDITIONS TO 2ND FLOOR FRAMING ADD ALUMINIUM GUTTER & LEADER NEW BEAM TO BE CLAD IN WHITE EXIST. VERSATEX (OR EQUAL) TRIM PROP. COVERED PORCH EXIST. BEDRM # 5 CLOSET EXIST. KITCHEN NEW STRUCTURAL POST TO BE - CLAD IN WHITE VERSATEX (OR EQUAL ) O i BLUESTONE CAP INSTALLED ON NEW o0 MASONRY KNEE WALL — ELEV. - 1 - 1 /2" EXIST. A 101 FOUNDATION PLAN BRICK FACE ON NEW MASONRY KNEEWALL - r O0 ELEV. 0" A 102 PROPOSED COVERED PORCH PLAN 5/4X6 IPE DECKING A 103 PROPOSED 2ND FLOOR PLAN i r A 104 EXTERIOR ELEVATIONS REFER TO DWG. S-3 FOR PORCH DECK FRAMING A 105 SECTION S 1 NOTES & SPECIFICATIONS S 2 FOUNDATION & 1ST FLOOR FRAMING PLAN REFER TO DWG. S- 2 FOR ADDITIONAL FLOOR FRAMING s 3 SECOND FLOOR FRAMING PLAN REFER TO DWG. S-5 FOR PORCH MASONRY DETAILS . S 4 ROOF FRAMING PLAN ' S 5 STRUCTURAL DETAILS n n EXIST. CELLAR a ° SECTION L L. n 4 ` 4 I 30NOV21 l 1 /4 „ — 1 ,- 0„ REV 12. 16.21 0 11 -f - 3 / 4 1 MARREN AND NEWMAN ARCHITECTS PETER MARREN AIA LEED AP 225 SKIPPERS LANE NEW PO BOX 532 ORIENT NY 11957 Foundation Notes: Framing Notes: Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018,Page 149) Number of Number of The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of Joint Description Common Nails Box Nails Nail Spacing the Engineer prior to construction. the Engineer prior to construction. ROOF NAILING Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter 1. All concrete 3,500 psi after 28 days minimum. Wood Framing Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist 2. All rebar ASTM A-615 Grade 60. 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap 3. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a Fb=825 psi Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie minimum of T below grade unless indicated otherwise. Fv=95 sl Blocking to Rafter(Toe nailed) 2-8d 2-10d each end P Rim Board to Rafter End Nailed 2-16d 3-16d each end Fc perp=625 psi WALL FRAMING 4. Rebar installed along the top of the foundation walls without windows are to be installed 10"below the top E=1,600,000 psi of the foundation wall.Rebar installed along the top of foundation walls with windows are to be installed 3" Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot below the bottom of the window opening. 2. All Laminated Veneer Lumber is to have the following minimum specifications: Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side Stud to Strad(Face-nailed) 2-16d 2-16d 24"o.c. 5. All snap off form ties are to be removed and remaining openings are to be sealed/grouted. Fb=2,900 psi Header to Header(Face-nailed) 16d 16d 16"o.c.along edges Fv-290 psi 6. The foundation contractor shall coordinate with the plumbing and electrical contractors relative to To or Bottom Plate to Stud End Nailed 3-16d 2-40d per stud Fc perp=650 psi P ( ) P installation of sleeves and other penetrations prior to pouring concrete. E=2,000,000 psi 7. The Engineer is to be contacted if unacceptable or questionable soil is encountered during excavation. 3. All Laminated Structural Lumber is to have the following minimum specifications: Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d (1,2) per foot Unacceptable soil is soil containing clay and/or organic material. Fb=2,800 psi FLOOR FRAMING 8. Install isolation joints along foundation walls and at column and other floor penetrations. Fv-290 psi Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist Fc p =740 psi Bridging to Joist(Toe-nailed) 2-8d 2-10d each end 9. Installed contraction joints in the cellar floor slab every 18'minimum. E- erp erp= 40 psi Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block 10. Foundation excavation is not to be back filled prior to the installation of the floor framing. LEGEND: Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist 4. All treated lumber is to be No.2 or better Southern Yellow Pine with the following minimum specifications: Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist 11. Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6'lifts to Band Joist to Joist(End-nailed) 3-16d 4-16d per joist 95%of maximum dry density. Fb=975 psi 1. PA= POST ABOVE ' Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) 3-16d (1) per foot Fv=175 psi ROOF SHEATHING 10. Underpin existing foundation if necessary. Connect existing footing to new footings and wall tops with Fc perp=565 psi 2. DJ = DOUBLE 2X POST UNDER BEAM No.5 rebar dowels. E=1,600,000 psi Structural Panels 8d 10d (Detail sheet S-4) Suggested Underpinning Procedures: 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance 3. TJ =TRIPLE 2X POST UNDER BEAM with the manufacturer's specifications. a)Underpin prior to addition of any new loads on wall. 4. APB = ANTHONY POWER BEAM CEILING SHEATHING 6. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated connectors, Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field b)Excavate small exploratory pit at exterior wall to determine depth and width of existing footing. Inform strap etc.on these drawings are made by Simpson unless indicated otherwise.All connectors,straps etc.are 5. LVL= LAMINATED VENEER LUMBER WALL SHEATHING Architect/Engineer of findings before proceeding. to be nailed/bolted in accordance with the manufacturer's specifications. Structural Panels 8d 10d 6"edge 112"field c)Upon receiving approval,excavate to the top of the existing footing for the entire length of the area to 7. All floor sheathingis to be 2%2 inch AC 6. L.B. = LOAD BEARING WALL ' type plywood,tongue and groove,with an APA span rating of 48/24. Gypsum Wallboard 5d coolers 5d coolers 7'edge/10"field be underpinned on both sides of the foundation wall.Remove interior concrete floor as necessary. Floor sheathing shall be glued and screwed to the floor joists(6"O.C.edges and 12"O.C. field). 7. WINDOW AND DOOR HEADERS TO BE (2) d)Excavate by hand below the existing footing at no more than 3 foot lengths. 8. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be fastened to the studs as 2X8 HEADERS WITH (2) 2X STUD POST FLOOR SHEATHING Structural Panels e)Install a key way between sections. Allow 7 days curing. per the nailing schedule on this sheet. UNLESS OTHERWISE SPECIFIED ON THE 12 e"ed / field" 1'or less 8d 10d 6 9 9. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'. PLANS. f)Back fill and replace interior floor as necessary. (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall 8. ALL POSTS TO BE (2) 2X STUD POSTS be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed3 inches on-center at the panel edge g)During the underpinning procedure,monitor the existing foundation wall for excessive movement and/or 10. Double joists are to be installed below parallel walls. to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall UNLESS OTHERWISE SPECIFIED ON THE g P g q cracks.Notify the ArchitectlEngineer if movement and/or cracks are noted. 11. Blocking is to be installed at all point load bearing points. PLANS, be used to maintain load path. (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be 11. Dowel to existing foundation wall with No.5 rebar. Grout solid all cavities in existing wall for three feet 12. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise. 9, LOAD BEARING WALL reduced to 1 -16d nail per foot. from new wall. Slab Site Preparation 13. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stainless 10. SHEAR WALL Steel. *The area where the slab is to be installed is to be excavated to the necessary elevation to meet the final top of 14. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. the slab elevation shown on the Architectural drawings. *The areas where the slabs is to be installed are to be Proof Rolled in accordance with ACI 302.1 R.The Engineer Design Loads: is to be notified if unacceptable soils are encountered during excavation and if Proof Rolling produces results that exceed ACI standards. -Roof-Live Load-30 psf Based on ASCE-7 and *The excavated areas along the stem walls and footings are to be back filled with dPg=25 psf per Figure R301.2(5)ean material and -Dead Load-15 psf mechanically compacted with clean fill in 6 inch lifts.Each layer is to be compacted to 98%modified proctor. -2nd Floor -Live Load-40 psf *Base Material layer shown on the drawings is to be a compactable,easy to trim,granular fill that will remain -Dead Load-15 psf stable and support construction traffic.A dean fine-grained material with at least 10 to 30%of particles passing a No. 100 sieve but not containing silt,or organic material is recommended. -1 st Floor -Live Load-40 psf -Dead Load-15 psf Slab Notes: -Wind Loads-130 mph-ASCE-7 *Isolation joints are to be installed between the slab and the walls.Use preformed joint filler that is to be cut Y2 qh=25.8 psf(Exposure B) inch below the slab surface and the resulting joint is to be filled with an elastomeric joint sealant. Roof C&C Loads: -43.3 psf(Zone 1) *Contraction joints are to be installed as shown in the drawings and are to be Y4 the thickness of the slab but not -50.2 psf(Zone 2) less than 1 inch deep. -61.0 psf(Zone 3) *The welded wire reinforcement is to be placed in the top third of the slab and is to be adequately supported by Wall C&C Loads: precast concrete bar supports to assure that the reinforcement is held in position during concrete placement and -31.6 psf(Zone 4) finishing. -38.0 psf(Zone 5) THIS BUILDING IS DESIGNED AS AN ENCLOSED STRUCTURE. Design Criteria-NYS Residential Code R301.2.1.1 and utilized the methods and procedures stipulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the American Forest and Paper Association Wood Frame Construction Manual for One and Two Family Dwelling Units-High Wind Addition and ASCE 7. REVISIONS C_ 1-7 Scale:AS SHOWN Condon Engineering, P.C. MAYER RESIDENCE Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State 3940 ORCHARD STREET Education Law,Article 145,Section 7209,for any person unless acting under the 1755 Sigsbee Road ORIENT, NEW YORK direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any Drawn by:JJC Mattituck New York 11952 Rem in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is SMI altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her (631) 298-1986 (631) 298-2651 Fax NOTES A N D seal and the notation"Altered by"followed by his/her signature and the date of such Date:12/30/2021 www.condonengineering.com alterations,and a specific description of the alteration. SPECIFICATIONS ^PECIFICATIONS 3'-8" A-5 1 1 I I ------------------------------------------------------------- ------------------ ------------------- r------------------------------- i I I I I I 1 I I 1 I I I I I I I I 1 i I I I I 1 1 I I I I I 1 1 I I I I EXISTING CRAWLSPACE I NO CHANGES 1 I I I I 1 I I I I 1 I I I I I 1 I I 1 1 EX 30'X 30"X 12'P.C.FTG(TYP.) I EX 12'X 16'CMU PIER(TYP.) 1 1 I I I I 1 I I I I 1 1 i EX(4)3X10 DROPPED 1 ix.(3)2X10+(2)1/2'FP DROPPED i i EX(3)2X10+(2)U2'FP DROPPED i i EX(4)3X10 DROPPED a own Now* MWM 000"M I I I I 1 I PA L-----J L-----J L------J I I I 1I i E EXISTING SLAB ri, o � PA I I NO CHANGES + + HA 1 I o0 I � I H I I I I dU I I � J -j I I I O I -j J o I I co PA N IPA x PA I x A X I I I I v PA g I I I I I F� M 1 i vI v�PA I 1 I I I I I 1 ----- I------, -----, I I I I I I I I I I I I i I I I III EX(4)3X10 DROPPED 2X10+(2)1 FP DROPPED E (3)2X10+(2)12'FP DROPPEDX I I I I I EX(4)3X10 DROPPED I I I 1 I I I I I I I I I L-----J L----- � L-----J j l I I I I I I I 1 I I I I I I I I I I I I I I I 1 1 I I I 1 I I I I I I 1 I I 1 I I 1 Y I I 1 1 I I I O I I I I I I U) I I I L-------------------------------- I 1 O I I I aI I r---------------------------------- I j I I j r------------------------- I I aI L------------------- ------------J r------------------------- L---------------------------------i O I z I I I I I I L --------------- -------- ------------- -------- ------------------- ------------------------------------- SIMPSON LUS26 HANGER 2X8 P.T.LEDGER WITH 5/8'TB ci @ 16'O.C.STAGGERED NEW WORK LIMITED TO �o 0 PROPOSED FRONT PORCH @� � o co a N 12'CMU WALL ONAITX24' SIMPSON CPTZ44 4X4 P.T.POST(TYP.) 30"HIGH MASONRY WALL P.C.FOOTING POST BASE(TYP.) ----------------- ----------------- ---------------------------- r-------------- --- ------------- --- I � I 1 N I ----- ------ ----------------- — ---------------------------- 4'BRICK 12'-0" 0" 10'-4" 0" 12'-0" 4" CMU BLOCK FULLY GROUTED 38'-2z" 0'-0" 13'-8" 3'-8" REVISIONS OF NEI*�, tr Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State `\`',• '� � ',� �.a , Education Law,Ankle 145,Section 7209,for any person unless acting under the \ 12 i direction of a licensed Professional Engineer,Architect,or Land Surveyor,to atter an Rem in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the aftering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation'Aftered by'followed by his/her signature and the date of such alterations,and a specific description of the alteration. Scale:1/4"=1'-0" Condon Engineering, P.C. MAYER RESIDENCE 3940 ORCHARD STREET 1755 Sigsbee Road ORIENT, NEW YORK Amilk Drawn by:JJC Mattituck, New York 11952 Sm2 (631)298-1986 (631)298-2651 Fax FOUNDATION & FIRST Date:12/30/2021 www.condonengineering.com FLOOR FRAMING PLAN (- -- - - - - - - - - - - - - - - - - - 0 - - - - - - - - - - - - - - - -0 I I I I I DINING AREA KITCHEN BREAKFAST RM. I CU U O O I � � I X - - - -X— - - - - - - - - - - - CV N X X (3)2X4 POST (3)2X4 POST EX(2)2X10 1/2'PLY.DROPPED BEAM EX HDR. EX HDR. CLOSET �� — Wm � i CLOSET 2 CLOSET #3 I7.1"-(3QT I b I CLOSET #1 I (3)2X4 POST g I (3)2X4 POST (3)2X4 POST � a2 BATHRM #1 I (3)2X4 POST ' E.(2)2X10FLUSH EX(2)2X10 FLUSH EX(2)2X10 FLUSH I (ADD 1/4'LVL+(2)1/2'FP (ADD 91/4'LVL) (2)13/4'X (ADD 91/4'LVL+(2)3/8'FP sl< GHT 11718'LVL (3)2X4 POST I I o ropwn- -;v (3)2X4 POST o SHELF ooLIVING RM. RM. o Wo BEDRM #5 MUDRM. to ~ ~ I WASHER > I U U- X I X � X � I N X N X Xv Xv W c+) W ( � � DRYER � ENTRY w I � l'— I Icn v� ELEV. 0" SHELF I � I If-- - - - - - - - - - - - - - - - - - � I I I EX H DER Ex HEADER EX DER I I I I I I I v DN RISERS O DN 2 RI 3ERS NEW IPE DECK SIMPSON CCO4.62-3.62SDS .0 POST CAP(TYP.) N X4 P.T.POS /-4X4 P.T.POST X4 P.T.POST 4X4 P.T.bOST I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - � REVISIONS %cam Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the < `v 1 L`12 � 1J �. direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is 'ice` �5 j °r altered,the altering Engineer,Architect,or Land Surveyor shall affix to the Rem his/her seal and the notation'Altered by'followed by his/her signature and the date of such alterations,and a specific description of the alteration. Scale:l/4'=1�-0" Condon Engineering, PCMA'YER RESIDENCE . . 3940 ORCHARD STREET 1755 Sigsbee Road ORIENT, NEW YORK Drawn by:JJC Mattituck, New York 11952 (631)298-1986 (631) 298-2651 Fax SECOND FLOOR Sm3 Date:12/30/2021 www.condonengineering.com FRAMING PLAN — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - I I I I I 7C7D71 I I I I I I ( Ud 0 0 o I Izo ED I I " M " W I N x BATHRM #2 N X X X BEDRM #1 O BEDRM #2 X X I I I I I I EXISTING RIDGE - - - - - — - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - —INFILL GYP.— —BD. EXIST. CLOSET EXIST.CLOSET w EXIST. CLOSET o O _L2)2X8 HDR_ az NEW OPENING it RELOCATE DOORS 00 BAT RM Ji, 1.3 PC) EXIST. ROOF BELOW NO CHANGES I C; Ir o IU3 o I I N I � N I w I w I w w BEDRM #4 BEDRM #3 I I I I I I (2)2X HEADER PP.) I I I I I I (2)13 4"X 91/4'LVL HDR. (2)13/4'X 91/4'LVL HDR. (2)1 314'X 9114'L HDR. I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� REVISIONS W Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,ArchltecL or Land Surveyor,to atter any Rem in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her signature and the date of such alterations,and a specific description of the alteration. Scale:1/4"=1'-0• Condon Engineering, PCMAYER RESIDENCE . . 3940 ORCHARD STREET 1755 Sigsbee Road ORIENT, NEW YORK Drawn by:JJC Mattituck, New York 11952 (631) 298-1986 (631) 298-2651 Fax ROOF Sm4 Date: 12130/2021 www.condonengineedng.com FRAMING PLAN O 0 r----------------------------------------- i (D El i I l I t i t t i FTE t TOP PLATE OR HEADER t SIMPSON MTS30 RAFTER STRAP OR FTE AT EACH RAFTER TAIL O O 0 SIMPSON H2.5A RAFTER TAIL TO TOP PLATE SIMPSON H2.5A TOP Simpson LSTA30 Ridge 1-12A CONNECTO TOP PLATE PLATE TO STUD Strap at each Rafter STU NEW 2X10 RR @ 16'O.C. / SIMPSON H2A HURRICANE TIES AT 2-SIMPSON H2.5AHURRICANE TIES Ex ROOF TO REMAIN Nailing Zones for Roof Sheathing in 130 EACH RAFTER TAIL(INSTALLED ON AT EACH RAFTER TAIL(INSTALLED ON / EXIST. RIDGE TO REMAIN MPH Ultimate Gust Wind Zone EXTERIOR SIDE ONLY) INTERIOR SIDE ONLY) / — — /NEW 2x6 CJ @ 16'D.C. Zone 1 1 Zone 2 Zone 3 (2)13/4"X 91/4"LVL HDR. / / Field 6"O.C. 12"O.C. 4"O.C. i Panel Edges 6"O.C. 6"O.C. 4"O.C. i Nailing Requirements for 130 MPH,Ultimate Gust, 1/2"Thick Roof Sheathing with 8d Common Nails Roof Sheathing Nailing Details STU SIMPSON CCQ4.62-3.62SDS SCALE: 1/8"=1'-0" BOTTOM POST CAP PLATE EXISTING 2X10 JOISTS RIM JOIST '' EX.2X6 FJ @ 16'O.C. 10 DROPPED BEAM CONTINUOUS (SISTER 13/4"X 91/4'LVL TO EACH JOIST) TOP PLATE X4 P.T.POST LVL BEAM (SEE PLAN FOR SIZE) 5/8'0 BOLTS 8" 16" SIMPSON CPTZ44 Simpson ST22 Strap POST BASE at every other stud -T )K 4'BRICK m ' SIMPSON LUS26 HANGER 4' CMU BLOCK FULLY Typical 2nd Floor GROUTED 2X8 P.T.DJ @ 16'O.C. EX.2X8 FJ @ 16'O.C. Strapping Detail (3)2X10 DROPPED BEAM CONTINUOUS 10" CMU BLOCK FULLY z 2X8 P.T.LEDGER WITH 5/8'TB A36 STEEL FLITCH PLATE Y [±/4J0 GROUTED #4 REBAR @ 24'O.C. @ 16'O.C.STAGGERED (SEE PLAN FOR SIZE) 0 FLITCH BEAM DETAILS CO ' 3'MN I NOT TO SCALE 3-#5 REBAR REVISIONS TYPICAL BUILDING SECTION SCALE:1/4'=1'-0' ``, i r ¢ o- 1 Plans are prepared by Condor)Engineering,P.C. It is a violation of the New York State . Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to after any i < item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by'followed by his/her signature and the date of such alterations,and a specific description of the alteration. Scale:AS SHOWN Condon Engineering, PCMAYER RESIDENCE . " 3940 ORCHARD STREET 1755 Sigsbee Road ORIENT, NEW YORK Drawn by:JJC Mattituck, New York 11952 (631) 298-1986 (631)298-2651 Fax Sm5 Date: 12/30/2021 www.condonengineering.com STRUCTURAL DETAILS