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HomeMy WebLinkAbout50804-Z 54VOSUFF� Gy Town of Southold 7/5/2024 P.O.Box-1179 0 co x 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45327 Date: 7/5/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 250 Maple Rd, Southold SCTM#: 473889 Sec/Block/Lot: 54.-9-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/12/2021 pursuant to which Building Permit No. 50804 dated 6/10/2024 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: rear covered porch addition to existing single family dwelling as applied for. The certificate is issued to Mehling,Robert&Frances of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Au oriz Sit e S�FEQ��.co TOWN OF SOUTHOLD ao aye BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50804 Date: 6/10/2024 Permission is hereby granted to: Mehling, Robert 41 Yale St Williston Park, NY 11696 To: Construct covered rear porch at existing single family dwelling as applied for.Replaces BP#46324 At premises.located at: 260 Maple Rd, Southold SCTM # 473889 Sec/Block/Lot# 54.-9-20 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 12110/2025. Fees: PERMIT RENEWAL $182.60 Total: $182.60 Building Inspector SUFFot,r TOWN OF SOUTHOLD BUILDING DEPARTMENT y ! TOWN CLERK'S OFFICE oy • o�� 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#: 46324 Date: 5/28/2021 Permission is hereby granted to: Mehling, Robert 41 Yale St Williston Park, NY 11596 To: Construct covered rear porch at existing single family dwelling as applied for. At premises located at: 250 Maple Rd., Southold SCTM #473889 Sec/Block/Lot# 54.-9-20 Pursuant to application dated 5/12/2021 and approved by the Building Inspector. To expire on 11/27/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $315.20 CO-ADDITION TO DWELLING $50.00 Total: $365.20 Building Inspector o�apFSO//T�° # # TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG'. [ ] OUNDATION 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: c D DATE �/'� lA INSPECTOR of SOGTho� # TOWN OF SOUTHOLD BUILDING DEPT. °ycouKr+N�' 631-765-1802 �otvq- INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 'ROUGH PLBG. [ ] FOUNDATION 2ND' [ I] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ . ] CODE VIOLATION [ ]. PRE C/O [ ] RENTAL REMARKS: Cz �v tio Nc(/ DATE 14 -20q INSPECTOR INSPECTION REPORT DAT CO MENTS i � FOUNDATION(1ST) c -------------------------------- FOUNDATION (2ND) O O IA ROUGH FRAMING& y r n PLUMBING "1 -1b t C INSULATION PER N.Y. y STATE ENERGY CODE -r Q 0 w FINAL ADDITIONAL COMMENTS 07 (f Cq ,7061 �o - 1 O • a too r4nevo rec.ti-, 10 7(o(o I o S * z m Y O x d T t n o�5utfutt�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PERMIT ,�- nV For Office Use Only PERMIT NO. �O dd MAY 1 2 2021 Building Inspector: Applications and forms must.be filled out in their entirety. Incomplete Pr applications will not be accepted. Where the Applicant is not the owner,an0.�;_ Owner's Authorization form(Page 2)shall-be completed. Date:04/21/2021 OWNER(S)OF PROPERTY:, Name:Robert & Frances Mehling SCTM#1000-054.00-09.00-020.000 Project Address:250 Maple Rd Southold, NY 11971 Phone#:516-302-5042 Email:fran_mehling@yahoo.com Mailing Address: CONTACT PERSON: Name:Frances Mehling„_ Mailing Address:250 Maple Rd. Southold, NY 11971 1.Phone#:51.6-30275042 Email:fran_mehling@yahoo,com DESIGN PROFESSIONAL INFORMATION: Name:Michael Mgelone PE.,. Mailing Address:4 POND PLACE OYSTER BAY N.Y. 11771 Phone#:516-922-2024 Email:angel_1 ss verizon.net CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure @Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Otherrearcovered porch $18,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No 1 t 'PROPERTY INFORMATION Existing use of property:residential Intended use of property:residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 nonconforming lot 280-124 this property? ❑Yes ®No IF YES, PROVIDE A COPY. ding: The'owner/contractor/design professional is responsible for ail Aridstorm water issues as provided by 0 Check Box After.Rea Chapter 236 of the Town Code. APPUCATION Is HEREBY MADE to the Building Department for the issuance of a Building'Permit pursuant to the Building Zone Ordinance of the Town of Southold,,Suffolki County,New York and,other applicable Laws,Ordinances or Regulations,for the construction of buildings,' additions,alterations or for.removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,' housing code and regulations and'to admit authorized inspectars'on premises and in buildings)for.necessary Inspections.False statements made herein are punishable as a Class A misdemeanor,pursuant to Section 2lO.45,of the New York State'Penal Law:: . Application Submitted By(prlr name):rjQ�Q�e, ' ' L te— fpl�� ❑Authorized Agent ®Owner Signature of Applicant: Date: STATE OF NEW YORK) CONNIE D.BUNCH SS: Notary Public,State of New York COUNTY OF O_ O Lk_) No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,2a 9 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this l� day of 20a,L Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is riot the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Southold Town Building Department P.O.Box 1179 Permit#: 46324 53095 Main Rd Southold,New York 11971 Permit Date: 5/28/2021 (631)765-1802 Expiration Date: 11/27/2022 Parcel ID: 54:9-20 BUILDING PERMIT RENEWAL LETTER Dated: 5/6/2024 Applicant: Mehling,Robert Location: 250 Maple Rd., Southold Work Description: ADDITION/ALTERATION Construct covered rear porch at existing single family dwelling as applied for. A FEE OF $182.6 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Mehling,Robert Address: 41 Yale St Williston Park,NY 11596 The permit listed above has expired. No work is permitted or authorized beyond the expiration'date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. APPROVED AS NOTED OCCUPANCY OR DATE:�s B.P.# 6 USE IS UNLAWFUL FEE ?J'6✓r� BY: WITHOUT CERTIFICATE NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY '65-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION.MUST RETAIN STORM WATER RUNOFF BE COMPLETE FOR C.O. PURSUANT TO CHAPTER 236 ALL CONSTRUCTION SHALL MEET THE OF THE TOWN CODE. REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OR NEW YORK STATE & TOWN CODES AS REQUIR D AND CONDITIONS OF SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N.Y.S.DEC 2020 RESIDENTIAL CODE OF NEW YORK STATE GENERAL SPECIFICATIONS GENERAL NOTES CONTRACTOR TO VERIFY ALL DIMENSIONS,CONDITIONS,ETC. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 (1) (ASSUMED,EXISTING,AND PROPOSED)HEREIN SHDWN AND REPORT PROPOSED CONCRETE WORK(11402-11407) ANY DISCREPANCIES TO THE DESIGNER PRIOR TO COMMENCING ANY WORK. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM: WINTER ICE SHIELD FLOOD AIR CONTRACTOR TO VERIFY THE EXISTENCE AND STRUCTURAL COVERED PORCH SNOW DESIGN DESIGN FREEZING 1• ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS AND THE FOLLOWING STANDARDS LOAD SPEED(MPH) CAT. TEMP. WEATHERING FROST TERMITE DECAY REQ'D HAZARD INDEX EXCEPT WHERE MORE STRINGENT REQUIREMENTS SHOWN OR SPECIFIED SHALL GOVERN: STABILITY OF EXISTING FOUNDATION AND MASONRY WALLS PRIOR MODERATE SLIGHT TO ACI 301"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS', LATEST VERSION TO START OF WORK. ANY FOUNDATION ALL MASCNRY WALLS FOUND 25 130 B SEVERE 3'-0' TO HEAVY MODERATE 13 YES AS PER FEMA 599 ACI 302'GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION', LATEST VERSION TO BE INADEQUATE FOR NEW LOADING SHALL BE REPAIRED OR REPLACED AS REQUIRED. �cOa AL USE &OCCUPANCY CLASSIFICATION: SINGLE CONSTRUCTION RESIDE TI CATION TYPE V-B ACI 311'RECOMMENDED PRACTICE FOR CONCRETE INSPECTION", LATEST VERSION ALL NEW CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.AT 28 DAYS. ACI 318'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', LATEST VERSION ALL CONCRETE FOOTINGS ARE DESIGNED BASED JPON AN TYPICAL CODE REQUIREMENTS: 250 MAPLE RD ACI 347'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK', LATEST VERSION ASSUMED SOIL BEARING CAPACITY OF ONE TON PER LINEAR FOOT. -ALL INTERIOR AND EXTERIOR WALL COVERINGS ARE TO BE INSTALLED IN ACCORDANCE WITH SECTIONS /' R702.1,R702.3 AND TABLE 702.3.5 AND TABLE 703.3(1) CONCRETE REINFORCING STEEL INSTITUTE'MANUAL OF STANDARD PRACTICE', LATEST VERSION (CONTRACTOR SHALL FIELD VERIFY AND ASSUME RESPONSIBILIM j \,\ SOUTHOLD, NY 11971 -ALL INSULATION TO BE INSTALLED AS PER AND MEET THE REQUIREMENTS OF SECTION R302.10.1-R302.10.5 ACI 305,306'MIXING AND PLACING OF CONCRETE DURING HOT AND COLD WEATHER', LATEST VERSION ALL FOOTINGS SHALL BEAR ON VIRGIN SAND AND GRAVEL AND -ALIGN ALL RAFTERS OVER STUDS EXTEND TO A MINIMUM DEPTH OF T-0"BELOW GRADE. 2. BASEMENT,FOUNDATION,EXTERIOR WALLS&OTHER VERTICAL CONCRETE SHALL HAVE A COMPRESSIVE PROPOSED 288 S.F. -ALL WALL FRAMING TO COMPLY WITH R602.10 THROUGH R602.10.10 ASTRENGTH COMPRESSIVE STRENGTH OF 3 00 PSI PORCHES,28 CARPORTS&GARAGE SHALL CONCE AIRRETE SLABS SHALL HAVE ALL FRAMING LUMBER SHALL BE HEMLOCK FIR#2,MINIMUM FIBER STRESS COVERED REAR DECK / `\ s.c.T.M -PROVIDE FIREBLOCKING AS PER SECTION R302.11 TOTAL AIR CONTENT(%BY VOL.OF CONC.)SHALL NOT BE LESS THAN 5%OR MORE THAN 7%. =850 PSI.UNLESS NOTED ALL HEADERS,GIRDERS,ETC.SHALL BE / Q� ►\O `�\ MATERIALS USED TO PROVIDE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE DOUGLAS FIR#1,MINIMUM FIBER STRESS=1000 PSI. 1000-054.00-09.00-020.000 -ALL NEW PLUMBING FIXTURES TO BE IN ACCORDANCE W/SECTION R307&FIGURE R307.1 APPLICABLE STANDARDS LISTED IN ACI 318 OF ASTM C 1157.(R402.2) 'JO. PROJECT TO COMPLY WITH THE 202o RESIDENTIAL CODE OF NEW PORK STATE. ALL FLOOR FRAMING SHALL BE AS SHOWN ON PLANS,FLUSH OR AS REQUIRED TO BE FLUSH. \ 3. ALL WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A185,LATEST REVISION. ROOF FRAMING RAFTERS SHALL BE AS SHOWN. / \ ENGINEER' LOADS TABLE IR301.5 DEFLECTION TABLE R301.7 4. ALL FOOTINGS AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING j CAPACITY OF 2000 POUNDS PER SQUARE FOOT IN ANY WAY TO ANY PROPOSED STRUCTURE.IF PROVIDE METAL RAFTER TIES AT ALL RAFTERITOP PLATE CONNECTIONS N ``\ MICHAEL ANGELONE PE LLC DETERMINED BY THE ARCHITECT,THE ACTUAL SOIL BEARING SETTLEMENT CHARACTERISTICS SHALL BE AND METAL JOIST HANGERS AT ALL FLUSH JOISTIGIRDER CONNECTIONS. USE DEAD LOAD LIVE LOAD STRUCTURAL MEMBER ALLOWABLE ASSESSED BY A QUALIFIED SOILS TEST LABORATORY AND GEOTECHNICAL ENGINEER.THE OWNER SHALL /' `\ MICHAEL ANGELONE DEFLECTION BEAR THE EXPENSE OF TESTING. PROVIDE 1"X 3"CROSS BRIDGING FOR ALL JOISTS SPANS IN EXCESS % OF 8%0" MIDSPAN,LOWER END NOT NAILED UNTIL FLOORING IS INSTALLED. \ 7 ROOFS 12 PSF 25 PSF RAFTERS HAVING SLOPES GREATER U180 '@ ! �J OO 4 POND PLACE "REFER TO TABLE 301.6&301.2(1) THAN 3112 W/NO FINISHED CEILING MASONRY WORK(R404) ROOF TO BE COVERED WITH ONE LAYER OF 30 LB,BUILDING ATTACHED TO RAFTERS PAPER WITH A MINIMUM 6"OVERLAP AND STAGGERED JOINTS AND p� / .�0 FLOORS �\ O' OYSTER BAY, N.Y. 11771 INTERIOR WALLS&PARTITIONS H1180 1. ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 530/ASCES/TMS 402 0 % '� (SLEEPING) 12 PSF 30 PSF FINISHED WITH 300#ASPHALT SHINGLES OR ROOF SHINGLES SPECIFIED ON THE DRAWINGS. O � TEL.:516.922.2024 FAX: 516.453.6002 12 PSF 40 PSF FLOOR&PLASTERED CEILINGS U360 2. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90-99,LATEST FLOORS(NON-SLEEPING) PROVIDE TROWEL ON MASTIC DAMPROOFING ON ALL EXTERIOR CONCRETE /' �� / j REVISION,FOR FULL LOAD BEARING MASONRY UNITS WITH MAXIMUM COMPRESSIVE STRENGTH. �Q ��' DECKS 10 PSF 40 PSF ALL OTHER STRUCTURAL MEMBERS U240 WALLS BELOW GRADE. j 2 STY. j CONSULTANT: 3. MORTAR TYPE SHALL BE SUITED FOR THE PARTICULAR ENVIRONMENT IN WHICH MASONRY IS LOCATED <`\ FRAMENO.D250 WELLING 10 PSF 60 PSF EXTERIOR WALLS W/PLASTER OR H1360 GIVING DUE REGARD FOR STRESS,THERMAL AND MOISTURE CONDITIONS AND COMPLY WITH BALCONIES STUCCO FINISH ASTM 270(R607.1) GENERAL CONDITIONS 9 PSF 20 PSF EXTERIOR WALLS-WIND LOADS'W1 U240 4. PREMOULDED AND KEYED VERTICAL EXPANSION JOINTS SHALL BE LOCATED AT 20 FOOT INTERVALS. ATTIC WI STORAGE BRITTLE FINISHES SPECIAL SHAPED MASONRY UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED ALL WORK SHALL COMPLY WITH NEW YORK STATE AND LOCAL CODES A' 9 PSF 10 PSF EXTERIOR WALLS-WIND LOADS`W/ U120 UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED AT JOINT LOCATIONS. �� RJ M DRAFTIN G ATTIC W/O STORAGE FLEXIBLE FINISHES AND ORDINANCES.(2020 RESIDENTIAL CODE OF NYS,2020 ENERGY LL \, GARAGE �� / AND-DESIGNS 5. RUNNING BOND MASONRY COURSES ARE REQUIRED AT ALL LOCATIONS. CONSERVATION CODE OF NYS,2020 MECHANICAL CODE OF NYS,2020 'THE WIND LOAD SHALL BE PERMITTED TO BE `\ 0 GARAGE - 50 PSF TAKEN AS 0.7 TIMES THE COMPONENT&CLADDING 6. ALL INTERIOR AND EXTERIOR MASONRY JOINTS SHALL BE TOOLED OR RODDED,NOT RAKED. PLUMBING CODE OF NYS&2020 FUEL$GAS COD OF NYS) �O 0 ALL WORK SHALL BE DONE TO THE HIGHEST STANDARDS OF DEFLECTION LIMITS HEREIN. �Q 200#ILF LOADS FOR THE PURPOSES OF THE DETERMINING 7, TRUSSED GALVANIZED STEEL HORIZONTAL REINFORCING IS REQUIRED AT 16"MAXIMUM INTERVALS RAILINGS / \ ^J�. INCLUDING CORNERS,INTERSECTIONS AND PILASTERS.HORIZONTAL JOINT REINFORCING SHALL BE CRAFTSMANSHIP BY ALL TRADES /\ DUR-O-WALL OR EQUAL. /U j 7 0 L D L A N D E R S C T SAMPLES SHALL BE SUPPLIED TO THE OWNER OF ALL MATERIALS \ j S M I T H T 0 W N, N Y 1 1 7 8 7 8. IN ADDITION TO REINFORCING INDICATED,GRADE 60#4 REINFORCING DOWELS ARE REQUIRED AT AND OF WORKMANSHIP 48'O.C.INTERVALS EXTENDING UPWARD ONE FOURTH THE WALL HEIGHT OR 30,WHICHEVER IS \ / ralph@rjmdesignsny.com SHOP DRAWINGS SHALL BE PROVIDED FOR FABRICATED ITEMS IS GREATER,AND ENCASED IN GROUT FILLED CELLS.FULL HEIGHT#4 BARS ARE REQUIRED AT 96" WHERE APPLICABLE `\ /' 516 818-5368 FAX 866 789-7930 INTERVALS WITH FULLY GROUTED CELLS.BARS SHALL BE EMBEDDED IN CONCRETE FOUNDATION SUFFICIENTLY TO DEVELOP ADEQUATE ANCHORAGE. TEMPORARY FACILITIES FOR PROTECTION OF TOOLS AND EQUIPMENT SHALL CONFORM TO LOCAL REGULATIONS AND SHALL j Contractor must verify all measurements and STRUCTURAL STEEL(BC2203-BC2205) BE THE CONTRACTOR'S RESPONSIBILITY \ /' THE CONTRACTOR SHALL PRESENT THE BUILDING TO THE OWNER \ ,/ conditions prior to beginning any work. 1. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS HEREIN FOR ACCEPTANCE CLEAN AND READY FOR OCCUPANCY.ALL GLASS ; Report all discrepancies t0 the Architect 1ri INDICATED AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS. SHALL BE CLEANED AND POLISHED,FLOOR SWEPT,CARPETS \ /o Dc WHERE CONFLICTS OCCUR,THE MORE STRINGENT STANDARD SHALL APPLY: VACUUMED,FIXTURES WASHED,WITH LABELS REMOVED,AND O \EXTERIORS HAND RAKED FREE OF DEBRIS ���1 writing. Plans subject to approval by all O RESIDENTIAL CODE OF NEW YORK STATE DURING CONSTRUCTION,PREMISES SHALL BE KEPT CLEAN AND O O- governmental agencies having jurisdiction. BUILDING CODE OF NEW YORK STATE FREE OF CONSTRUCTION WASTE WHERE POSSIBLE THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS AND STRUCTURES The Architect has not been retained for any CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR SHALL BE IN ACCORDANCE WITH EITHER THE AISC LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS(AISC-LRFD),AISC SPECIFICATION FOR SERVICE DELIVERIES,ACCESS TO THE JOB SPACE AND field supervision or inspection. His STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN(AISC-ASD)OR AISC SPECIFICATIONS RUBBISH REMOVAL. FOR THE DESIGN OF STEEL HOLLOW STRUCTURAL SECTIONS(AISC-HSS). WHERE REQUIRED,THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH AND CONFORM TO responsibility is limited to the accuracy of the SEISMIC DESIGN OF STEEL STRUCTURES SHALL BE IN ACCORDANCE WITH THE ADDITIONAL ALL BUILDING REQUIREMENTS IN THE PERFORMANCE OF HIS WORK. PROVISIONS OF BC 2212. plan. The Architect is further not responsible ANSVAWS DI A'STRUCTURAL WELDING CODE-STEEL',LATEST REVISION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB Site Plan 2. ALL FRAMING MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD ASSEMBLY.FIELD CONDITIONS PRIOR TO SUBMITTING BID AND SHALL REPORT ALL SCALE:1'=20' for any damage arising out of the contractor's CUTTNG OR DRILLING,WHEN REQUIRED,SHALL BE CLEARLY NOTED ON THE DRAWINGS.ALL DISCREPANCIES OR OMISSIONS TO THE OWNER. failure to execute the work exactly as shown FRAMING MEMBERS SHALL CARRY AN EASILY VISIBLE IDENTIFYING MARK,EITHER STAMPED, WINTER PROTECTION,HEAT,AND SNOW REMOVAL SHALL BE THE SITE INFORMATION AS TAKEN FROM A SURVEY PREPARED BY on the approved d STENCILED OR PAINTED. CONTRACTORS RESPONSIBILITY. ALL SPACE HEATING SHALL BE NORTHSTAR SURVEYING,P.C.MAY 30,2001 pproverawin g(s 3. ALL FIELD CONNECTIONS SHALL BE BOLTED.BOLTS SHALL BE MACHINE BOLTS CONFORMING DONE IN A SAFE SENSIBLE MANNER,WITH PERIODIC CHECKS ON TO ASTM SPECIFICATIONS A325 OR A490 AS SHOWN ON THE DRAWINGS.THE FAYING SURFACES THE SYSTEM,AND SHALL COMPLY WITH STATE INDUSTRIAL GENERAL CONDITIONS OF ALL BOLTED CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR DISTORTIONS. COMMISSION AND O.S.H.A.REGULATIONS. ALL BOLTS SHALL BE ELECTRO-ZINC PLATED. RENTAL CHARGES,SAFETY,PROTECTION AND MAINTENANCE OF 1. ALL DESIGN,FABRICATION AND CONSTRUCTION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH APPLICABLE 4. ALL STRUCTURAL STEEL SHALL BE ASTM A-36(FY=36 KSI) RENTAL EQUIPMENT SHALL BE CONTRACTOR'S RESPONSIBILITY. FEDERAL,STATE AND LOCAL,CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SI TE AND ZONING DATA � '`�:•,-`"_•_ 5. ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED.BOLTS TO BE AND ASTM A-325 THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY . SAFETY CARE OF -2020 RESIDENTIAL CODE OF NEW YORK STATE AND MEET AISC SPECIFICATIONS,SECTION 1.16,WELDS TO BE ETOXX ANDND COMPONENTS FOR CONSTRUCTION SAFETY �MEET AISC r -� �: •_ . ° '•„•� ' , -2020 ENERGY CONSERVATION CODE OF NEW YORK STATE SPECIFICATIONS,SECTION 1.17.ALL SPECIFICATIONS TO BE LATEST REVISION. ADJACENT PROPERTIES DURING CONSTRUCTION,AND COMPLIANCE WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY SHALL ZONING REQ. NON-CONFORMING EXISTING CONDITIONS PROPOSED CONDITIONSI -2020 MECHANICAL CODE OF NEW YORK STATE 6. ALL WELDING SHALL BE DONE BY LICENSED WELDERS. BE CONTRACTORS RESPONSIBILITY. -2020 FUEL AND GAS CODE OF IJEW YORK STATE LOT AREA MIN. LESS THAN 20,000 S.F. 13,000 S.F. .30 ACRES 13,000 S.F. .30 ACRES , :_ -2020 PLUMBING CODE OF NEW YORK STATE 7. ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM TO ARCHITECTURAL REQUIREMENTS. r � > WHERE CONFLICTS ARISE,THE MORE STRINGENT REQUIREMENTS SHALL APPLY. FRONT YARD SETBACK 35 FT. 35.6' 35.6' {` ' t,, °.- • n,."'�"`° _ ; B. ALL STEEL FLITCH PLATES TO BE THROUGH BOLTED WITH 5/8'DIAMETER STEEL BOLTS AT 16 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK WITH O.C.,STAGGERED. `':, 'R '' =• ` ALL TRADES SO THAT NO CONFLICT OR DEFICIENCY RESULTS IN THE COMPLETED WORK. ABBREVIATIONS & SYMBOLS REAR YARD SETBACK 35 FT. 65.8 FT. 50.1 FT. 3. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION STRUCTURAL LUMBER(R502, R602, R802) AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION ACTIVITIES. SIDE YARD SETBACK* 10 FT. 21.6 & 21.9 FT. 21.6 & 21.9 FT. 1. ALL FLOORS,WALLS,CEILINGS&ROOFS SHALL BE DESIGNED AND CONSTRUCTED IN SEAL: 4. THE CONTRACTOR SHALL OBTAIN,PRESENT EVIDENCE OF,AND PAY FOR ALL PERMITS NECESSARY TO CONDUCT THE WORK AND COMPLETE ACCORDANCE WITH THE SPAN TABLES FOUND IN THE RESIDENTIAL CODE OF NEW YORK STATE X TOTAL @ BOTH SIDES 25 FT. 43.5 FT. 43.5 FT. THIS CONTRACT. THE CONTRACTOR SHALL OBTAIN THE BUILDING PERMITAND CERTIFICATE OF OCCUPANCY AND ALL REQUIRED APPROVALS. OR IN ACCORDANCE WITH AF&PA/NOS AND ASCE-7. ALUM ALUMINUM ENLARGED DETAIL ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE-WITH THE REGULATIONS AND REQUIREMENTS OF THE VARIOUS CIVIL AGENCIES BF BI-FOLD AX'X MAX LOT AREA 20 % o 0 o DO NOT SCALE DRAWINGS HAVING JURISDICTION THEREOF. UPON COMPLETION OF THE WORK PROVIDED FOR IN THE CONTRACT,AND BEFORE FINAL PAYMENT SHALL 2. ALL LUMBER SHALL BE DOUGLAS FIR CONSTRUCTION GRADE#2 OR BETTER WITH THE FOLLOWING BRNG BEARING 1, 388 S.F• 10.6 % 1, 676 S.F. 12.9 /o ALL RIGHTS RESERVED BE MADE,THE CONTRACTOR SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF OCCUPANCY OR CERTIFICATES OF MINIMUM STRESS GRADES: CJ CEILING JOIST COMPLIANCE ISSUED B THESE VARIOUS AGENCIES. CK CHECK All drawings, specifications, and copies BENDING STRESS Fb=Base:875 Adj:1107 PSI CLNG CEILING 5. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE AND ARE SUBJECT TO REVISION AS PER ACTUAL SHEAR STRESS Fv=95 PSI CO CLEAN OUT I CASED OPENING X SIM thereof furnished by the Architect and his FIELD CONDITIONS,THE DISCRETION OF THE OWNER,AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT. MOIRILUS OF ELASTICITY E=1.6 x 106 PSI CONT CONTINUOUS BUILDING SECTION CUT TOWN OF S 0 U T H 0 L D Consultants are and shall remain their CT COLLAR TIE 6. THE CONTRACTOR SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS. THE CMU CONCRETE MASONRY UNIT AX.X property. They are not to be used on this or CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS OF WEATHER ON COMPLETED WORK,OR WORK IN PROGRESS. 3. ALL FRAMING BRACKETS AND ANCHORS SHALL BE 16 GAUGE GALVANIZED STEEL BY simpson OR EQUAL. D DRYER ZONE R - 4 0 any other project unless written permission is )TIMBER. D DIAMETER 7. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND EXPENSE OF TEMPORARY ENCLOSURES 4. ALL WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE TREATED PRESERVATIVE(PTP DJ DECK JOIST NONCONFORMING L 0 T given by the Architect and his Consultants. WHERE NECESSARY OR WHERE CALLED FOR IN THE DRAWINGS. 5. ALL LOAD BEARING DIMENSION LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OR A DIM DOWN SIM © COPYRIGHT 2021 LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION DW DISH WASHER X WALL SECTION CUT 8. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL EE REPAIRED AND/OR REPLACED TO BODY THAT COMPLIES WITH DOC PS 20 EW EACH WAY . v THE SATISFACTION OF THE OWNER AND TO THE:APPROVAL OF THE ARCHI-ECT,AT THE CONTRACTOR'S EXPENSE. FAI FRESH AIR INTAKE AX.X FF FINISHED FLOOR 9. THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER SO AS TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF ( FJ FLOOR JOIST PLUMBING AND HEATING WORK P2502 &R303.10) ADJACENT STRUCTURES,EQUIPMENT,OR UTILITIES.SHOULD DAMAGE OCCUR AS A RESULT OF THE WORK,THE CONTRACTOR SHALL REPAIR � FIR FIRE RATED OR REPLACE SAID DAMAGED ITEMS. THE CONTRACTOR SHALL BEAR ANY AND ALL COSTS ASSOCIATED WITH WORK DISCONTINUATION, GALV GALVANIZED SIM MATERIALS TESTING,REPAIR AND ALL MISCELLANEOUS ITEMS. 1. PLUMBING-SANITARY,COLD AND HOT WATER,AND ALL OTHER PIPING SHALL CONFORM TO GWB GYPSUM WALL BOARD DETAIL KEY 4 04-23-21 Town Submission ALL LOCAL,COUNTY&TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE HT HEIGHT AX.X 3 04-15-21 Design Development 10. THE TERM'OWNER'SHALL REFER TO THE LEGF,L OWNER OF THE PROPERTY AND PREMISES AND ITS AGENTS OR REPRESENTATIVES. RESDENTIAL CODE OF THE STATE NEW YORK. LVL LAMINATED VENEER LUMBER EXISTING L 0 T AREA: 2 03-15-21 Design Development MEM MEMBRANE 9 P 11. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFI;E AS THE CONTRACTOR'S ACCEPTANCE OF THE TERMS 2. THEUSE OF LEAD SOLDER IN PIPING JOINTS IS STRICTLY PROHIBITED UNDER LAW. MFG'D MANUFACTURED 1 03-08-21 Field Measure SPECIFIED HEREIN,AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN OWNER AND CONTRACTOR NTS NOT TO SCALE ELEVATION LINE O.C. ON CENTER - No. Date Remark 12. THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES,ALL SUPPLY,WASTE AND HEATING 3. ALLIYDRONIC HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. PC POURED CONCRETE 1ST FLOOR - 1 , 388 S. F. REVISIONS PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PTP PRESSURE TREATED PRESERVATIVE Title 4. HEATING SYSTEM SHALL BE EXISTING TO REMAIN.CONTRACTOR TO MODIFY AS REQUIRED TO BE R RISER \ DRAWING TITLE 13. THE CONTRACTOR SHALL,AT ALL TIMES,PROVIDE CONVENIENT ACCESS AND RD ROOF DRAIN \ SCALE: =V-0' SUITABLE FOR COMFORT HEATING IN ACCORDANCE WITH THE REQUIREMENTS OF THE _ Title: REF REFRIGERATOR SAFE AND PROPER FACILITIES FOR THE INSPECTION OF ALL PARTS OF THE WORK. ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. REF REQUIRED TOTAL - 1 , 388 S. F. 14. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME TO BE DEFECTIVE OR RR ROOF RAFTER Xx DOOR TAG GENERAL NOTES SUBSTANDARD SHALL BE REMEDIED AT ONCE,REGARDLESS OF PREVIOUS INSPECTIONS. 5. THEPLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS&PAY ALL FEES REQUIRED FOR HIS WORK. SHWR SHOWER SK SINK 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINGS,DIRECTED BY THE ARCHITECT AND AS PER SITE CONDITIONS DEMAND, TREAD WINDOW AND AS PER SITE CONDITIONS DEMAND,SHALL BE DISPOSED OF PROPERLY IN APPROVED CONTAINER OUT OF THE PATH OF CONSTRUCTION (E3401) TS TERMITE SHIELD WINDOW TAG ELECTRICAL WORK AND AWAY FROM PUBLIC AND VEHICLE TRAFFIC:,AND TO BE CARTED TO APPROVED LAND FILL SITE BY LICENSED CARTERS. TYP TYPICAL SITE PLAN 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL CODE OF LION UNLESS OTHERWISE NOTED 16. ALL NEW WINDOWS AND SKYLIGHTS TO BE MANUFACTURED BY ANDERSEN CORP.,BAYPORT,MN.OR EQUAL. ALL WINDOW TYPES NEW YORK STATE,THE NATIONAL ELECTRIC CODE,THE LOCAL POWER CO.AND ALL WF WASHER IFYI FIELD Q REVISION TAG PROPOSED L 0 T AREA: AND SIZES SHALL BE AS INDICATED ON THE COITRACT DRAWINGS. WINDOW GLAZING SHALL BE HIGH PERFORMANCE OR'E'TYPE APPLICABLE LOCAL REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY W/ WITH GLAZING. FURNISH FIBERGLASS INSECT SCREENS WITH ALL NEW WINDOWS. ALL FEES REQUIRED FOR HIS WORK. THE CONTRACTOR SHALL HAVE THE INSTALLATION WH WATER HEATERMAA 17. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARTING OF WORK INSPECTED AND APPROVED BY AN INSPECTION AGENCY OF THE FIRE UNDERWRITERS WWM WELDED WIRE MESH 1ST FLOOR - 1 , 388 S. F. Drawn 11 RM Checked by:Noted AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. ASSOCIATION AND SUBMIT A CERTIFICATE OF FINAL APPROVAL BY THE INSPECTION AGENCY SD SMOKE DETECTOR Date: 25 20 Scale: As Note UPON COMPLETION. Job No.: 20002 18. IF IN THE COURSE OF CONSTRUCTION,A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR COVERED REAR DECK - 288 S. F. 2. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED AS INDICATED ON DRAWINGS AND IN " ' ' �- SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK,HE SHALL ASSUME WALL LEGEND ACCORDANCE WITH APPLICABLE FIRE SAFETY AND ELECTRICAL CODES. CO CARBON MONOXIDE !1 TIM Drawing No. ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. DETECTOR g 19. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. 3. ALL ELECTRICAL FIXTURES,SWITCHES AND ACCESSORIES SHALL BE SELECTED BY THE OWNER. 0 EXISTING WALLS REMOVED - 0 - _ �c. , 20. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. EXISTING WALLS TOTAL 1 , 6 7 6 S. F. 2 02 ti AY 1 1 NEW WALLS 21. IT IS THE INTENT OF THESE DRAWINGS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED CONTSRUCTION. HOWEVER,FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED T'" r' T PROPOSED COVERED PORCH FASTENING SCHEDULE BASED ON TABLE 602.3.(1)2020 NYS RESIDENTIAL CODE NAILING SCHEDULE TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b,c SPACING AND LOCATION WIND-BORNE DEBRIS REGION MINIMUM SPECIFIED COMPRESSIVE STRENGTH (fc)a 250 MAPLE RD ROOF FRAMING This project is not located in a wind borne debris region. WEATHERING POTENTIALb SOUTHOLD NY 11971 1 Blocking Betvveen ceiling joists or rafter to top plate 4-8d BOX(2 Y2")or 3-8d common Toe nail TYPE OF LOCATION OF CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE 2 Ceiling Joist to top plate 4-8d BOX(2 Y2")or 3.8d common Per joist,toe nail BASEMENT WALLS,FOUNDATION AND OTHER CONCRETE NOT 2,500 2,500 2,500 c 3 Ceiling joist not attached to parallel rafter,laps over partition EXPOSED TO THE WEATHER S.C.T.M 4-10d BOX(3")or 3-16d common Face nail BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT 1000-054.00-09.00-020.000 (see Sections R802.5.2&Table R802.5.2 TABLE 1:MINIMUM INSULATION THICKNESS 2,500 2,500 2,500 C 4 Ceiling joist attached to parallel rafter(heel joint) Face nail FOR CIRCULATING HOT WATER PIPES(IEC R403.4) GARAGE FLOOR SLABS Table R802.5.2(see Sections R802.5.2&Table R802.5.2 BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS AND d d 5 Collar tie to after,face nail or 1 Y4 TABLE 1:MINIMUM INSULATION THICKNESS FOR OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 2,500 3,000 3000"x 20 ga.ridge strap to rafter 4.10d BOX(3")or 3-10d common Face nail each rafter CIRCULATING HOT WATER PIPES IEC R403.4 ENGINEER: ( ) PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE 2,500 3,000 d,e,f 3,500 d,e,f 6 Rafter or roof truss to plate 3-16d BOX(31/2")or 3-10d common 2 toe nails on one side and 1 toe nail on WEATHER,AND GARAGE FLOOR SLABS. MICHAEL ANGELONE PE LLC opposite side of each rafter of truss FLUID TEMP.RANGE MINIMUM READ.INSUL. MICHAEL ANGELONE PP For SI:1 pound per square inch=6.695 kPa a Strength at 28 days psi Roof rafters t1D ridge,valley or hip rafters or roof rafter to 4-16d(3%")or 3-10d common Toe nail ABOVE 105"F R-3 b.See table R301.2(1)for weathering potential. 7 c.Concrete in these locations that may be subject to freezing and thawing during construction shall be air•entrained concrete in accordance with Footnote d. 4 POND PLACE minimum 2 ridge beam 3-16d BOX(3 z")or 2.16d common End nail BELOW 550 F R-3 a See section R402.2 for maximum cd.Concrete shall be air-entrained. em nti oual air s materiant l eonterd t by fume of concrete)shall be not Tess than 5 percent or more than 7 percent OYSTER BAY,N.Y. 11771 WALL FRAMING f.For garage floors with a steel troweled finish,reduction of the total air content(percent by volume of concrete)to not less than 3 percent is permitted if specified compressive strength of the concrete is increased to 8 Stud to stud(not at braced wall panels) 16d common(3Y2"x 0.162") 24"o.c.face nail not less than 4,000 psi. TEL.:516.922.2024 FAX: 516.453.6002 10d BOX(3"x 0.128"),or 3"x 0.131"nails 16"o.c.face nail 9 Stud to stud and abuttingstuds at intersecting wall 16d BOX(31/2"x 0.135"),or 3"x 0.131"nails 12"o.c.face nail TABLE CONR403CRETE CONSULTANT: 9 TABLE 2:MINIMUM INSULATION THICKNESS MIN.WIDTH&THICKNESS FOR CONCRETE FOOTINGS(INCHES)a'b corners(at braced wall panels) 16d common(31/2"x 0.162") 16"o.c.face nail FOR HVAC PIPES QEC R403.5.3) SNOW 16d common(31/2"x 0.162") 16"o.c.each edge face nail INSULATION FOR HOT WATER PIPE WITH A MINIMUM THERMAL ORROOFOAD LIVE STYPE OFD LOAD BEARING VALUE OF SOIL(PSF) 10 Built-up header(2"to 2"header with Y2"spacer) „ „ LOAD STRUCTURE 1,500 2,000 2,500 3,000 3,500 4,000 16d BOX(3112 x 0.135„) 12 o.c.each edge face nail RESISTANCE OF R-3 SHALL BE APPLIED TO THE FOLLOWING: _- ;_M��=�: :. �• LIGHT-FRAME CONSTRUCTION 5-8dBOX 21/2"x0.113" or ,story-slab-on•grade 12X6 12X6 12X6 12x6 12x6 12X6 RJM DRAFTING 11 Continuous header to stud ( )� Toe nail 1.PIPING 3"DIAM.AND LARGER 4.PIPING FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD AND-DESIGN S 4 1 story-with crawl space 12X6 12X6 12X6 12X6 12X6 12X6 16d common(31/2"x 0.162") 16"o.c.face nail I story-plus basement 18 X 6 14 X 6 12 X 6 12 x 6 12 X 6 12 X 6 12 Top plate to top plate 2.PIPING SERVING MORE THAN 1 DWELLING UNIT 5.PIPING LOCATED UNDER A FLOOR SLAB 2 story-slab-on-grade 12X6 12X6 12X6 12X6 12X6 12X6 Il I 10d BOX(3 x 0.128 ),or 3' x 0.131 nails 12"o.c.face nail 2 story-with crawl space 16X6 12X6 12X6 12X6 12x6 12X6 Double top plate splice for SDCs A-D2 with seismic Face nail on each side of end joint(min.24" 3.PIPING LOCATED OUTSIDE THE CONDITIONED SPACE 6.BURIED IN PIPING 2 story-plus basement 22x6 16X6 13X6 12X6 12X6 12X6 „. �,,,,,,.,.,_, .,., -•.,,,) 8-16d common or 12-16d BOX 3 story-slab-on-grade 14 X 6 12 X 6 12 X 6 12 X 6 12 X 6 12 X 6 braced wall line spacing<25' lap splice length each side of end joint) 3 story-with crawl space 19 x 6 14 x 6 12 x 6 12 x 6 12 x 6 12 x 6 7 0 L D L A N D E R S C T 13 3 story-with basement 25 X B 19 X 6 15 X s 13 X 6 12 X 6 12 X 6 Double top plate splice for SDCs DO,D1 or D2 and 12-16d(31/2"x 0.135") Face nail on each side of end joint(min.24" LIGHT-FRAME CONSTRUCTION WITH BRICK 13 X 6 a b S M I T H TO W N, N Y 1 1 7 8 7 braced wall line spacing>25' lap splice length each side of end joint) .F. 1 story-slab-on-grade 12 X 6 12 X 6 12 X 6 12 X 6 12 X 6 12 X 6 Ta1ph®Tjmdesignariy.COm 14 Bottom plate to joist,rim joist,band joist or blocking 16d common(31/2"x 0.162") 16"o.c.face nail N ,story-with crawl space 15 X 6 12 X 6 12 X 6 12 X 6 12 X 6 12 X 6 story-plus basement 21 x 6 15 x 6 12 x 6 12 x 6 12 x 6 12 x 6 (516) 818-5368 FAX (866) 789-7930 (not at braced wall panels) 16d BOX(31/2"x 0.135"),or 3"x 0.131"nails 12"o.c.face nail N 2 story-slab-on-grade 15 X 6 12 X s 12 X 6 12 X 6 12 X 6 12 X 6JOE- 2 story-with crawl space 20X6 15X6 12X6 12X6 12X6 12X6 Bottom late to joist,rim joist,band joist or blocking 3-16d BOX 31/2"x 0.135" or 3 each 16"o.c.face nail DESIGN LOADS AND SPECIFICATIONS 2story-plus basement 26X8 20x6 16X6 13x6 12x6 12X6 Contractor must verify all measurements and 15 P 1 1 r 1 9 ( )� �' (at braced wall panels) 2-16d common(31/2"x 0.162") 2 each 16"o.c.face nail 3 story-slab-on-grade I 2G X 6 15 X 6 12 X 6 I 112 X 6 12 X 6 12 X 6 3 story-with crawl space 26 X 6 19 X 6 15 X 6 113 X 6 12 X 6 12 X 6 conditions prior to beginning any work. 4-8d BOX(21/2"x 0.113"),or 3-16d BOX,or Toe nail GROUND SNOW LOAD 25 PSF 3 story-with basement 32 X 11 24 X 7 19 X 6 16 X 6 14 X 6 1 12 X 6 3-16d BOX,or 4-8d common CEILING LIVE LOAD 20 PSF CAST-IN-PLACE CONCRETE OR FULLY GROUTED MASONRY WALL Report all discrepancies to the Architect 1n 16 Top or bottom plate to stud SECOND FLOOR LIVE LOAD 30 PSF 1 story•slab-on-grade 14 X 6 12 X 6 12 X 6 12 X 6 12 X 6 12 X 6 3-16d BOX(31/2"x 0.135"),or End nail ,story-with crawl space 19 X 6 14 X 6 12 X 6 12 X 6 12 X 6 12 X 6 writing. Plans subject to approval by all 2-16d Common(3112"x 0.162") FIRST FLOOR LIVE LOAD 40 PSF story.plus basement 25 x 8 19 x 6 15 x 6 13 X 6 12 x 6 1 z x 6 2 story-slab-on-grade 23 X 7 18 X 6 14 X 6 12 X 6 12 X 6 12 X 6 WIND SPEED 130 MPH governmental agencies having jurisdiction. 3-10d BOX 3"x 0.128" or 2.16d common 2 story-with crawl space 29 X 9 22 X 6 17 X 6 14 X 6 12 X 6 12 X 6 17 Top plates,laips at corners and intersections ( )� Face nail SEISMIC DESIGN CATEGORY C 2 story-plus basement 35 X 12 26 X 8 21 X 6 17 X 6 15 X 6 13 X 6 „ 3 story-slalron•grade 32 X 11 24 X 7 19 X 6 16 X 6 14 X 6 12 X 6 The Architect has not been retained for any 18 1 brace to each stud and plate 3-8d BOX(21/2„x 0.113.,),or 2-8d common Face nail WEATHER INDEX SEVERE 3 story-with crawl space 38 X 14 26 x 9 23 x s 19 X 6 16 X 6 14 x 6 19 1"x 6"sheathing to each bearing 3.8d BOX(21/2"x 0.113"),or 2-8d common Face nail FROST LINE DEPTH 3 FEET 3story-with basement 43X17 33X11 26x8 22x6 19X6 16X6 field supervision or inspection. His TERMITE MODERATE TO HEAVY For SI:I inch=25.4mm,Ipif=14.6NIm,I pound per square foot=47.9N1m' responsibility is limited to the accuracy of the DECAY SLIGHT TO MODERATE a Interpolation allowed.Extrapolation is not allowed. FLOOR FRAMING WINTER DESIGN TEMPERATURE 11 b.Based on 32-foot-wide house with load-bearing center wall that carries half of the tributary attic, plan. The Architect is further not responsible 21 Joist to Sill,tD late or girder 8d BOX Z 1/2"x 0.113" ,or common Toe nail and floor framing.For every2feetofadjustmenttothewidthofthehouse,addorsubtract2inches P P 9 ( ) ICE SHIELD UNDERLAYMENT REQUIRED YES of footing width and inch of footing thickness(but not less than 6 inches thick). for any damage arising out of the contractor's 22 Rim joist,band joist or blocking to sill or top plate 4-8d BOX(21/2"x 0.113") 4"o.c.toe nail (roof applications also) 8d common(21/2"x 0.131"),or 10d BOX s"o.c.toe nail failure to execute the work exactly as shown 23 1"x 6"subfloor to each joist 3-8d BOX(21/2"x 0.113"),or 2-8d common Face nail ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS b,c AS PER MINIMUM DESIGN DEAD LOADS*AS PER TABLE C3-1 ASCE 7-10 on the approved drawing(s). 24 2"subfloor to joist or girder 3-16d BOX(31/2"x 0.135"),or 2-16d common Blind and face nail TABLE R301.7 OF THE RESIDENTIAL CODE OF NEW YORK STATE COMPONENT LOAD s 25 2"planks(plank&beam-floor&roof) 3-16d BOX(31/2"x 0.135"),or 2-16d common At each bearing,face nail ALLOWABLE CEILINGS STRUCTURAL MEMBER _ y 3.16d common 3112"x 0.162" or 4-10d box 26 Band or rim j�Dist to joist ( ) End nail DEFLECTION GYPSUM BOARD(1/2-in.) 7.0 . 20d common(4"x 0.192"),or Nail each layer 32"o.c.at top&bottom,staggered GYPSUM BOARD 5/8-in. 9.0 :' r - �• RAFTERS HAVING SLOPES GREATER THAN 3112 ' 27 Built-up girders and beams,2-inch lumber layers " 24"o.c.face nail at to &bottom staggered U180 SUSPENDED STEEL CHANNEL SYSTEM 2.0 10d box(3 x 0.128 ),or 3 x 0.131 nails P gg WITH NO FINISHED CEILING ATTACHED TO RAFTERS - onoppositesides COVERINGS, ROOF, AND WALLS _� .' INTERIOR WALLS AND PARTITIONS H1180io 28 Ledger strip supporting joist or rafter 4-16d BOX(31/2"x 0.135"),or 3.16d common At each joist or rafter,face nail FLOORS AND PLASTERED CEILINGS U360 ASPHALT SHINGLES 2.0 2-10d 3"x 0.128" box,or 2-8d common Each end,toe nail GYPSUM SHEATHING 112-in. 2.0 29 Bridging to joist on blocking to joist ( ) ALL OTHER STRUCTURAL MEMBERS L1240 SPACING OF FASTENERS EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 PLYWOOD(per 1/2-in.) 1.6 4•' T-'� .w 1 DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b,c a RIGID INSULATION, 0.751t' - 1;:., '• Edges(inches)h Intermediate supports(inches)c,a EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES U240 :} x;_` �_ .. " . r EXTERIOR WALLS-WIND LOADSa WITH FLEXIBLE FINISHES U120 SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 :i WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING " BITUMINOUS,SMOOTH SURFACE 6d common(2"x 0.113")nail(subfloor,wall)I 6" 12" f NOTE:L=SPAN LENGTH,H=SPAN HEIGHT WATERPROOFING MEMBRANE 1.5 THE WIND LOAD SHALL BE30 g"-Y2" 8d common(21/2"x 0.131")nail(roof)j LPURPOS S OF THE DETERMI INGITTE DEFLECTIONLIMITS HEREIN TO BE TAKEN AS 0.7MESTHECOMPONENTANDCLADDINGLOADSFORTHE SEAL' FLOORS AND FLOOR FINISHES • 31 1%2"-1" 8d common nail(21/2"x 0.131") or RSRS-01 nail(roof) 6" 12" f b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF CANTILEVER a.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OFSUNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORnNG CERAMIC OR QUARRY TILE(314-In.) 16.0 DO NOT SCALE DRAWINGS 10d common(3"x 0.145")nail or EDGE OF GLASS OR SANDWICH PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED U60.FOR SANDWICH PANELS USED IN ROOFS Ot ON 112-In.MORTAR BED ' 6" 12„ WALLS OF SUNROOM ADDITIONS OR PATIO COVERS THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED U120. ALL RIGHTS RESERVED 32 1%"•1�" 8d common(21/2"x 0.131")deformed nail HARDWOOD FLOORING,7R-in. 4.0 EXTERIOR WALL STRUCTURAL PANELS TO RESIST WIND PRESSURE LINOLEUM OR ASPHALT TILE,114-in. 1.0 All drawings, specifications, and copies NAIL SPACING thereof furnished by the Architect and his MINIMUM NAIL SIZE NAIL PENETRATION MIN.WD STRUCTURAL WOOD STRUCTURAL WALL TO STUD TABLE R401.4.1 SUBFLOORING,3/4-in. 3.0 Consultants are and shall remain their PANEL SPAN RATING PANEL THICKNESS SPACING EDGES FIELD PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS FLOORS,WOOD JOIST(no plaster) 12-in. 16-in. 6d common nail 3 " LOAD-BEARING property. They are not to a used on this or (2.0"x 0.113") 1.5 INCH 2410 /s 16 O.C. 6 12 PRESSURE JOIST SIZES(in.) O.C. O.C. any other project unless written permission is CLASS OF MATERIAL (POUNDS PER 2xs 8d common nail 7 SQUARE FOOT) 6 5 g y (2112"x 0.131") 1.75 INCH 24116 /s 16 O.C. s 12 CRYSTALLINE BEDROCK 12,000 2x8 given b the Architect and his Consultants. s s ©COPYRIGHT 2021 INTERIOR GYPSUM WALL BOARD SEDIMENTARY&FOLIATED ROCK 4,000 2x10 7 6 SPACING OF FASTENERS SANDY GRAVEL WOR GRAVEL(GIN&GP) 3,000 2x12 8 7 GYPSUM BOARD FRAMING MEMBER GYPSUM BOARD THICKNESS APPLICATION SIZE OF NAILS TO WOOD FRAMING SAND,SILTY SAND,CLAYEY SAND,SILTY FRAME PARTITIONS ORIENTATION TO FRAMING SPACING NAILS SCREWS GRAVEL&CLAYEY GRAVEL 2,000 CEILING EITHER DIRECTION 16"O.C. 7" 12" (SW,SP,SM,SC,GM&GC) WOOD OR STEEL STUDS,112-in.GYP.BOTH SIDES 8.0 4 04-23-21 Town Submission %" 5d cooler nails [CLAY, ILT&SANDY'SILTT(CL,ML;MH&CH) 1,500b FRAME WALLS 3 04-15-21 Design Development WALL EITHER DIRECTION 16"O.C. 8" 16" CEILING EITHER DIRECTION 16"O.C. 7" 12" for SI:l pound per square fad=&0479kPa EXTERIOR STUD WALLS: 2 03-15-21 Design Development $,1 WALL EITHER DIRECTION 16"O.C. 8" 16" 6d cooler nails a.where bepart of required bysions. 401.1,the allowable bearing npacitieaof the soil 2x4 @ 16-in.,518-in.GYPSUM 11.0 1 03-08-21 Field Measure shall be pan of of the recommendations. r TYPE'X AT GARAGE 7 b.wherethe building official determines thatIn-placesoilswithanallowablebearingcapacityoflessthan1,500 INSULATED 318-in.SIDING s" CEILING AT GARAGEOW THE PERPENDICULAR 16"O.C. 6" s" 1 Y8 long 6d coated nails or equivalent drywall screws. psi are ikelytobe present at the she,the allowable bearing capacity shall be determined byasoilInvesigation. No. Date Remark HABITABLE SPACE Screws shall comply with Section R702.3.5.1 2x6 @ 16-in.,518-in.GYPSUM, 12.0 REVISIONS INSULATED,318-in.SIDING a. Nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall have minimum WARM ROOF SNOW LOADS: EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank diameters larger than 0.142 inch but not Title: 4 AND FIGURE 7-2 7. larger thathan0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. AS PER TABLE ASCE 2010 SECT. *WEIGHTS OF MASONARY INCLUDE MOTAR BUT NOT PLASTER. FOR CODE b. Staples are 16 gage wire and have a minimum Y16 inch on diameter crown width. SLOPE CS GSL LIVE LOAD PLASTER,ADD 5 ibe-FOR EACH FACE PLASTERED. VALUES c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. GIVEN REPRESENT AVERAGES. IN SOME CASES THERE IS A CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. REQUIREMENTS d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. 3:12 0.85 X 45 PSF 40 PSF e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). 4:12 0.8 X 45 PSF 36 PSF f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and ridges,nails shall 5:12 0.74 X 45 PSF 34 PSF be spaced at 6 inches on center where the ultimate design wind speed is less than 130 mph and shall be spaced 4 inches on center where the ultimate design 6:12 0.67 X 45 PSF 30 PSF wind speed is 130 mph or greater but less than 140 mph. 7:12 0.6 X 45 PSF 27 PSF g. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C208. 8:12 0.56 X 45 PSF 25 PSF Drawn by: RM Checked by: MAA h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. 9:12 0.51 X 45 PSF 23 PSF Date: 11/25/20 Scale: As Noted Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not to be provided except as required by other provisions of this code.Floor perimeter 11 12 0.48 X 45 PSF 22 PSF Jo No.: 20002 shall be supported by framing members or solid blocking. 1112 0.44 X 45 PSF 20 PSF i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one side of the rafter and toe nails E12'12 (0.38) X (45 PSF) 18 PSF Drawing No. from the ceiling joist to top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be required. j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. A4, 20 17-1 PROPOSED COVERED PORCH ALL VALLEYS, GABLE, AND SOFFIT ENDS TO - RECEIVE "GAF" "WEATHER WATCH" SELF ADHESIVE RUBBERIZED ROOF MEMBRANE DIRECTLY TO NEW PLYWOOD SHEATHING LINE OF EXISTING CONSTRUCTION NOTES: PRIOR TO INSTALLATION OF FELT PAPER DWELLING 250 MAPLE RD ROOF: AND ROOF SHINGLES. TYPICAL . . ASPHALT SHINGLES TO BE OUTHOLD, NY 11971 SEL. OVER 30# BLDG FELT ON 1/2" COX PLY. SHTG. RIDGE VENT ROOF O.H.: PROVIDE NEW FLASHING 40 ALUMNIUM GUTTER W/ UNDER EXISTING SIDING ER 3x2 ALUMNIUM LEAD TO NEW ASPHALT ROOF BE SELECTED ON 1ER FASCIA TO MATCH EXISTING AND NEW ROOF 1000-054.00-09.00-020.000 W/ VENTED SOFFIT NEW INSECT SCREEN WALL: GUTTERS AND LEADERS SYSTEM HOUSE WRAP ON 1/2- PLYWOOD TO DRYWELL BEADBOARD SOFFIT ENGINEER: 1/2" SHEATHING ON 2"x4" ACQ STUDS MICHAEL ANGELONE PE LLC ® 16" O.C. 2"x4" ACQ TOP PLATE 2"x4" ACQ BOTTOM PLATE MICHAEL ANGELONE NEW INSECT SCREEN ,' 4 POND PLACE SYSTEM = N OYSTER BAY,N.Y. 11771 �, L o o in Q 0 TEL.:516.922.2024 FAX: 516.453.6002 NEW VINYL SIDING TO a I MATCH EXISTING I r = = 00 NEW VINYL CORNER --------- El MATCH EXISTING00 a0 00 CONSULTANT: 77 ifl r M NEW LATTICE WITH SCREENING RJ DRAFTING Nil T AND-DESIGNS NEW STORV DOOR 5 PROPOSED COVERED SIDE ELEVATION 4 PROPOSED COVERED REAR ELEVATION 7 0 L D L A N D E R S C T NEW DECK STAIRS TO SMITHTOWN, NY 11787 GRADE ralph®rjmdesignsny.com SCALE = 1/4" = V-0" SCALE = 1/4" = 1'-0" DECKING 3 PROPOSED COVERED SIDE ELEVATION (516) 818-5368 FAX (866) 789-7930 SIMPSON STRONG TIE SCALE = 1/4" = V-0" Contractor must verify all measurements and MODEL LSTA9 @ 16" O.C. conditions prior to beginning any work. \ (8)10d COMMON NAILS 4x4 ACQ POST Report all discrepancies to the Architect in EXIST. 2x4 STUDS @ PER MANUFACTURERS SPEC. EXIST. WINDOW EXIST. SLIDER EXIST. WINDOW EXIST. WINDOW writing. Plans subject to approval by all 16" O.C. ° ° ROOF " governmental agencies having jurisdiction. DECK JOIST SIMPSON H2.5A 2'-s' s'-o 9 -4" EXIST. RIM JOIST FLASHING & COUNTER FLASHING Oee RAFTER The Architect has not been retained for any OR APPROVED EQUIVALENT AT EVERY SIMPSON LUCZ JOIST HANGER CATHEDRAL CLG. CATHEDRAL CLG. BEAM BEAM TO JOIST CONNECTION BOTH SIDES EXIST. F.J. ° ° SLOPE SLOPE field supervision or inspection. His NEW TREATED DECKING ° ° DN To STORM DOOR NEW COVERED responsibility is limited to the accuracy of the COLUMN BASE SIMPSON HDG - CBS GRADE Q DECK plan. The Architect is further not responsible w 00 (if for any damage arising out of the contractor's _ W W 4x4 ACQ COLUMN ° ° Q failure to execute the work exactly as shown NEW ACQ DECK JOISTS @ 16" O.C. °° NEW DECKING 2A O R.R. ® 16" O.C, _ POST CAP SIMPSON HDG- BC4 TO BE SELECTED -J - 0 o SIMPSON DTT2Z DECK NEW ACQ LEDGER PER PLAN W/ ' BY OWNER --1 Q on the approved drawing(s). 20 TENSION HOLD DOWN (1,500 (2) "SIMPSON STRONG-TIE" o LBS CAPACITY)WI%"0 HDG SDS SCREWS (OR EQUAL) 00 - @ 12" O.C. (TYPICAL) 12"0 P.CONC. SONOTUBE @36" BELOW GRADE MIN. THREADED ROD WI NUTS & RIDGE Q xr, WASHERS; 2 LOCATIONS-ONE EXIST FOUNDATION WALL - 04 USE SIMPSON Z-MAX OR HDG CONNECTORS AT EACH END (24" MAX FROM TO INCREASE CORROSION RESISTANCE END x `" ' FOR ALL HARDWARE IN CONNECTION ) _ 4x4 ACQ POST W ACQ LUMBER. ROOF RAFTER N 10 DECK DETAIL_ 9 DECK DETAIL_ 8 RIDGE DETAIL_ 18'-0- :�: ,xra_ SCALE = 3/4" = 1'-O" SCALE = 3/4" = V-0" SCALE = 3/4" = V-0" 3'-0" HIGH �= r KNEE WALL SEAL: SIIAPSON H1 OR APPROVED EQUIVALENT AT EVERY 2 PROPOSED COVERED PORCH PLAN DO NOT SCALE DRAWINGS RAFTER TO PLATE CONNECTION PAINTED T1-11 INTERIOR SCALE = 1/4" = V-0" ALL RIGHTS RESERVED All drawings, specifications, and copies SIMPSON LUCZ JOIST HANGER SIMPSON TA9ZKT thereof furnished by the Architect and his ROOF RAFTERS STAIRCASE ANGLE 0 Consultants are and shall remain their SIMPSON DTT2Z DECK TENSION TIE EACH RISER 2'-0" 2'-0" property. They are not to be used on this or (1,500 LBS CAPACITY) any other project unless written permission is I given by the Architect and his Consultants. 12" DEEP CONC. NEW. 2x8 ACQ LEDGER AGGED INTO ©COPYRIGHT 2021 ACQ GIRDER-SEE PLAN FOR SIZE PAD ® STAIR LANDING SIMPSON PCZ POST CA Ex STRUCTURE 2X4 ACQ KNEE WALL STAIR STRINGER CY SIDING TO MATCH 2x ACQ Q�_ 4 04-23-21 Town Submission EXISTING STAIR STRINGER aX ® 3 04-15-21 Design Development ACQ WOOD DECKING N 2 03-15-21 Design Development 0 1 03-08-21 1 Field Measure BEA _ (2) 2x8 ACQ (2) 2x8 AC DROPPED HDR No. Date Remark 6*- STAIR STRINGE ACQ DECK JOISTS- 4X4 COLUM REVISIONS SEE PLAN FOR SIZE& SPACING w USE SIMPSON Z-MAX OR HDG CONNECTORS o Oro o Title: PLANS, TO INCREASE CORROSION RESISTANCE o x o ELEVATIONS POST CAP SIMPSON HDG- BC4 FOR ALL HARDWARE IN CONNECTION SIMPSON LSCZ J 00 ® w ADJUSTABLE STRINGER J DETAILS WI ACQ LUMBER. CONNECTION o 0 0 4x4 ACQ ATOP 12" DIA 4"X 4"ACQ POST CONC FTG o z COLUMN BASE SIMPSON HDG- CBS (3,L2x8 ACQ HDR Drawn by: RM Checked by: MAA FLOOR JOIST Date: 11 25 20 Scale: As Noted i� HIDDEN DOUBLE F.J. BEAM Job No.: 20002 12"0 P.C. FOOTING DECKING Drawing No. POST CAP SIMPSON HDG- BC4 HANDRAILS SHALL NOT ALLOW THE PASSAGE OF A 4" DIA. SPHERE AT DOUBLE F.J. UNDER COLUMN 1 PROPOSED COVERED PORCH FOUNDATION PLAN ANY LOCATION, IN ACCORDANCE WINYCBC SCALE = 1/4" = 1'-0" 7 DECK DETAIL_ 6 DECK DETAIL_ SCALE = 3/4" = V-0" SCALE = 3/4" = V-0"