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HomeMy WebLinkAbout50120-Z GL o�OOFF cG`: Town of Southold 12/21/2023 o� y � P.O.Box 1179 o • �r 53095 Main Rd }' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44836 Date: 12/21/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 74195 Route 25, Greenport SCTM#: 473889 Sec/Block/Lot: 45.-4-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/30/2021 pursuant to which Building Permit No. 50120 dated 12/12/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: foundation alterations to existing single family dwelling as applied for. The certificate is issued to 74195 Main Rd LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46953 7/11/2023 PLUMBERS CERTIFICATION DATED 6/30/2023 E Romanel th riz d ignature ,,�SaFFo TOWN OF SOUTHOLD BUILDING DEPARTMENT - `� TOWN CLERK'S OFFICE 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 #: 50120, Date: 12/12/2023 Permission is hereby granted to: 74195 Main Rd LLC PO BOX 75 Southold, NY 11971 To: Construct foundation alterations under existing single family dwelling as applied for. Replaces BP 46953. At premises located at: 74195 Route 25, Greenport SCTM # 473889 Sec/Block/Lot#45.4-2 Pursuant to application dated 9/30/2021 and approved by the Building Inspector. To expire on 6/12/2025. Fees: PERMIT RENEWAL $167.50 Total: $167.50 Building Inspector TOWN OF SOUTHOLD �o�suFFotKoo - 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#: 46953 Date: 10/12/2021 Permission is hereby granted to: Jester, Clarence 3875 Oaklawn Ave Ext Southold, NY 11971 To: Construct foundation alterations under existing single family dwelling as applied for. At premises located at: 74195 Route 25, Greenport SCTM #473889 Sec/Block/Lot#45.4-2 Pursuant to application dated 9/30/2021 and approved by the Building Inspector. To expire on 4113/2023. Fees: FOUNDATIONS UNDER EXISTING BUILDINGS $200.00 CO-ALTERATION TO DWELLING $50.00 Total: $250.00 Building Inspector OF SO!/T�QI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q Jamesh southoldtownny.gov Southold,NY 11971-0959 �Q �yCOUMf`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Mike Domino Address: 74195 rt 25 city:Greenport st: New York zip: 11944 Building Permit#: 46953 Section: 45 Block: 4 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Alan Hubbard Electric Electrician: Alan Hubbard License No: 4285-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service X Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 1 Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 1 A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 1 200 amp meter main , 1 200 amp main breaker panel Notes: SERVICE UP GRADE FROM 100 TO 200 Inspector Signature: Date: July 11, 2023 74195 rt 25 Town Hall Annex r Telephone(631)765-1802 54375 Main Roach ( ) ir/r;l3 Fax 631 765-4502 P.O.Box 1179 Southold,.NY 11971-0959 BUILDING DEPARTMENT ; TOWN OF SOUTHOLD JUN 3 0 2023 IIL D? INO DEP't. C:E R..T.,.I:.F.:I.C..A,T I O...N Date;: "Building.Permit No.L4 .." Owner: --,- . ................................... ..... (Please print) f (Please print) _. .. .. _. . . _ ..._.� ...�.._ I certify that the solder used in the water supply system contains less than 2/1"0 of 1% lead. ................: (Plumbers Signature)` Sworn to before.me this e CONNIE D.BUNCH day o ft, 20a 77�7- Notary Public,State of New York No.016U6 Qualified in Suffolkfolk County Commission Expires April 14,2—oo� J Notary Public pf SObtyo6 # # TOWN. OF SOUTHOLD BUILDING DEPT. oy � 765-1802 , 3 a = INSPECTION . [' FOUNDATION 1ST [ ] ROUGH PLBG. [ . ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: GD DATE �� ��`� INSPECTOR I OF SOUTyo� /y//�� 3 7q l 7' 015 # # TOWN OF SOUTHOLD BUILDING DEPT. u 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: _ C DATE �`+ �3 INSPECTOR OF SOUTh�� # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [rULATIOWCAULKING FRAMING /STRAPPING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Oft !�Al ( z Vu DATE [°� �0 INSPECTO FIELD INSPECTION REPORT I DATE COAPMNTS, LL n l�'✓ `S -,-01 FOUNDATION(1ST) 9 UAi �— y ------------------------------------ a FOUNDATION(2ND) ROUGH FRAMING.& y PLUMBING . INSULATION.PER N.Y. . y. STATE ENERGY CODE V a FINAL - ADDITIONAL COMMENTS . � r IT l z3 44 r lM' fFut�Zoe, TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 co Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: p EC� E " E Applications and forms must Sbe filled,put Intheir entirety.Incomplete S E P 3 0 2021 ,,applications—will not be accepted: Where;the-Applicant is not the owner,an:,' BUILDING DEPT. .'Owner's Authorization form(Page 2)shall be completed. TOWN OF SOUTHOLD Date: OWNERS)OF PROPERTY: Name: M;ahae, J, �.fc E, �o,.��'y,c SCTM#1000- .0 q6 _ 0 q — ooy,o-ao Project Address: 7c�lq� /�uiN �n�� �r>✓eH ov t �✓ Y- j1�l�f�f Phone#: /- d 31 _ Y -U— 53 g 7 Email: ,y,J�,S v u �ti e I a n/ C Mailing Address: p,y, 13 75, - 'a ulefi Al,Y,, — CONTACT PERSON: Name: �-a Mailing Address: see c 6DVe- P, 11 „V. /j ?j so n ol� /l,! f/ / __..m_,,...._ _. ..._ _, ._... ... ...._ �l.a,_.. _... Phone#: ( —/a31 ��11, ' 53�� Email: :DESIGN PROFESSIONAL INFORMATION: Name:.. �. Fe. PG Mailing Address: (7 Q o ,3y S ore,h�lon Phone#: 6 3 I - Zo Fr— Y9'5D Email: CONTRACTOR INFORMATION: Name: C'- i�,� ... Mailing Address: l°• u 13 ,,x 3 -7 6 reev.P.6 V- P hone#: #77 Df 9 Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition eAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ a Will the lot be re-graded? ❑Yes NO Will excess fill be removed from premises? ❑Yes XNo 1 PROPERTY-INFORMATION Existing use of pro rly: Intended use of property: rer��� �j��f _.....V'e:..g•�•.,Ile-n/�.�...a_,...._._.. Zone or use district in which premises is situated: Are there any covenants ajid restrictions with respect to C o N1t%erc;of�� this property? ❑Yes mmo IF YES, PROVIDE A COPY 666ck Box After Reading: The owner/contractor/design'professional is'responsibie^for all drainage and storm water issues as provided by Chapter 236 ofthe Town Code.APPLICATION IS HEREBY MARE to"the,Building'Department-for the issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold;"Suffolk,County,New York and otherapplicable i.ews,Ordinances or Regulations,for the construction of buildings, 'additions,alterations orfor removal or demolition as herein described:The applicant agrees to comply with all applicable laws,ordinances;building code, ; housing code and regulations and to admit authorized inspectors-ompremises and'in building(s)for necessary inspections.False statements made herein are: punishable as a Class Alm!sdemeanor pursuant to Section 210.45 of the New York State Penal Law.. Application Submitted By(print name): Mi&- LT, „��y�,,�h o ❑Authorized Agent ETO"wner Signature of Applicant: X � Date: STATE OF NEW YORK) CONNIE D.BUNCH SS: Notary Public,State of New York No.01BU6185050 COUNTY OR—"A �r 0 ) Qualified in Suffolk County Commission Expires April 14,2Q3 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 304day of �'�" , 20 QL1 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 - i I SO&P - ,moo ova Town Hall Annex Telephone(631)765-1802 54375 Main Road u @ o(631)765utfi5 P.O.Box 1179 G ro o02 wn.so ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT ! TOWN OF SOUTHOLD I. APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ,j Date: �-- (�-- Company Name: A fiq y ,-Jbb*AA Name: A IAJ 14 L-ibb&Ad, License No.: f-f X K- Address: `7o aoyC a�-!( Phone No.: l 3 ( i JOBSITE INFORMATION: (*Indicates required information) *Name: i C *Address: ?�T '`Cross Street: C6 A06 :2,-���!' r/2C "f-- *Phone No.: . Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) _ G A (Please Circle All That Apply) Is job ready for inspection: AYNO Rough In Final *Do-you need a Temp Certificate: Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other *New Service: Re-connect Underground Number of Meters hange of Servic Overhead Additional Information: PAYMENT DUE WITH APPLICATION I b44� .82=Request for Inspection FormIN f- �oguFFO(q� �p Wyk, BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD w Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # I W 1p U Date 2023 Customer Name , Electrician NameAn Address '-I 1 f 1 S Pt. ,95 6 e Phone 690 11 1 S e-mail e-mail Phone License# L4 Size__jQ60 A Phase I Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid foo days fro date above. Authorized by \ r/ JOSHUA . WICKS P . L. S . SURVEYED BY:J.R.W. DRAWN BY:D.T.O. JOB NO.:JRW2i-o256 I 14 Trainor Avenue 0" E Centeril Moriches, N.Y. 11934 N77053 3, I JoshuaRW!cks®gma .com 0.0 0 4 . �0 #631-405-8108 60.00 1.6' �5jo2� GRAPHIC SCALE PIPE I FND. 0 1(20 ) z 3 (40) (6o) PIPE (10) FND. \(2) 6' STOCKADE FE. FE. / �= FE. 5.4 S 1.0'S N C9 x , 1.0'E �� w i, 5/ /l\ V/f PPOPEPTY W ,12.0/ O U_Uj 0.1' O SlfllA l(j 6MMOK TOWN OF 50UTHM2 � Lj Q SUFFOCK COUNfY, NSW YOl'.K O 5uffolk Coup lax Map No.: PRAOP SSE i I l000'0-4�,00'0-1,00'002,000 0.5E I OIL TANK �i I PATS 5UMYW:.7/24/2021 0\0[C/E] CONC. I 5C&I : 111-20' 3.4' / �g $ .�> STY.'t >d CO N 7.7' I v)L f.:.` Grp 4 J L UGC I / 0.0' s ' [T, O '�I CONC. CONC. O J w CO o z oOfo ' LOT AREA W 6,144.79 S.F. 0.1.4 ACRE(S) FE. 0.5E. e FND I j D E C� FE Fv� s OF NEW l�a » S 77053 30 SEP 3 0 2021 ��o��)A 50-00 BUILDING DEPT. OAD ; TOWN OF SOUTHOLD L ROUT E 25) O 05102 Lo LAND S\� CHECKED BY. (1) UNAUTHORIZED'ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW. (2) ONLY-BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. (3) CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP W SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF. PROFESSIONAL LAND SURVEYORS. INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. (4)THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. (5) THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. (6) THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES. RETAINING WALLS, POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER TYPE OF CONSTRUCTION. (7) PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. (8) THIS SURVEY WAS PERFORMED WITH A TRIMBLE S8 ROBOTIC ? TOTAL STATION. (9) THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. �O DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). WIND SUBJECT TO DAMAGE FROM WINTER AIR ICE SHIELD USE/ GROUND SEISMIC FROST DESIGN FREEZING UNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN ASPECT SPEED EXPOSURE FLOOD LIVE DEAD ROOF UPLIFT LOAD TYPE OF HEIGHT RATIO HEIGHT FIRE AREA SNOW (MPH) CATAGORY DESIGN LINE TEMP. INDEX REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION' CONSTRUCTION LOAD CATAGORY WEATHERING DEPTH TERMITE DECAY STEPS AND RAIL TO MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf GRADE PER CODE 20 psf 140 B C SEVERE 36" TO HEAVY IMODERATEI 11 599 YES FIRM MAPS 140 psf 20 psf SFD NC NC 13 FIRST FLOOR=N.C. INTERIOR ZONE=29.6 . . . . : psf INTERIOR ZONE_=24.6 psf TYPE V 4RR301.2.2.4'VVEIGIITS OF MATERIALS.AVERAGE DEAD LOADS SHALL NOT ACTUAL FINISHED GRADE SEE DETAIL SHEET FOR 2020 NYS UNIFORM CODE: SCOPE OF WORK: EXCEED 1.1 PSF(0.72 KN/M2)FOR ROOFS/CEILING ASSEMBLIES OR 10 PSF MAY VARY DEPENDING ON HIGH WIND CONNECTION THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE LIFT EXISTING DWELLING 2'0"BY EXTENDING EXISTING, (0.48 KN/M2)FOR FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY EXISTING GRADE CONDITIONS REQUIREMENTS WITH 2O20 RESIDENTIAL BUILDING CODE EXISTING CMU FOUNDATION 3 COURSES. BILGO §RR301 2.2 DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: PUBLISHED BY NEW YORK STATE. PROVIDE NEW ANCHOR BOLTS,SILL PLATES, ENTRANCE ; SILL SEAL AND TERMITE SHIELD 1.FIFTEEN PSF(0.72 KN/M2)FOR EXTERIOR LIGHT-FRAME WOOD WALLS. 6"DIA. TO THE BEST OF OUR KNOWLEDGF,THESE PLANS EXISTING EXISTING EXISTING i TYPE V WOOD FRAME COMPLY WITH THE TOWN OF SOUTHOLD ZONING MECHANICAL SYSTEM FEATURES: REPLACE IN KIND REPLACE IN KIND EPLACE IN KIND 2.FOURTEEN PSF(0,67 KN/M2)FOR EXTERIOR LIGHT-FRAME COLD-FORMED CONSTRUCTION BASED AND CONSTRUCTION CODES. NO WORK " STEEL WALLS. ON SECTION 602 OF THE BCNYS SOIL BEARING CAPACITY FOR THIS SITE ENERGY COMPLIANCE: ' 3.TEN PS?(0.48 KN/M2)FOR INTERIOR LIGHT-FRAME WOOD WALLS. IS BATED ON TEST HOLES BY OTHERS NO WORK ° TUB/SHOWER © � m AND HAS BEEN DETERMINED TO RE � N O 4.FIVE PSF(0.24 KN/M2)FOR INTERIOR LIGHT-FRAME COLD-FORMED REFLECTIVE RED PANTONE 2,000 PSI(S W,SP)PER TABLE R401 A.J STEEL WALLS. (PMS#187) ATROKE iq OF THE 2015 IRC WITH 2O16 UNIFORM CODE SUPPLIMENT PUBLISI IED BY NEW YORK STATE. � EXISTING Qr=XIST, ' 5.EIGHTY PSP(3.83 KN/M2)FOR 8-INCH-THICK(203 MM)MASONRY REFLECTIVE WHITE WALLS. 1/4"BEDROOM EXISTING Z x SECTION R312: GUARDS AND WINDOW FALL PROTECTION v U (NO WORK) BATH , KITCHEN F W 6.EIGHTY-FIVE PSF(4.07'KN/M2)FOR 6-INCH-THICK(152 MM)CONCRETE ' U R312.1 GUARDS. W .a o (NO WORK) , (NO WORK) �, WALLS. SIGN FOR WOOD FLOOR AND GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 o REF W THROUGH R312.1.4 w EXCEPTION:ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 PSF(1.19 WOOD ROOFING FRAMING KN/M2)SHALL BE PERMITTED IN SEISMIC DESIGN CATEGORY D2 PROVIDED R312.1.1 WHERE REQUIRED. THE WALL BRACING AMOUNTS IN CHAPTER R6 ARE INCREASED IN GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING � . SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED 6 ACCORDANCE WITH TABLE RR301.2.2.4. Z TRUSS IDENTIFICATION SIGN; MORE TI IAN 30INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED a so TABLE R301.5 SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED AS A GUARD. co TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) COMPLIANCE WITH 19 NYCCR PART 1265.RESIDENTIAL STRUCTURES R312.1.2 HEIGHT. EXISTING WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD RIEQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, REPLACE IN KIND LIVE LOAD CONSTRUCTION AND/OR TIMBER CONSTRUCTION. PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES EXTERIOR BALCONIES 60 (914 MM)1N HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SUR FACE OR THE LINE CONNECTING THE NOSINGS. EXISTING C7 � DECKS 40 BACKFILL SHALL NOT BE PLACED AGAINST THE EXCEPTIONS: PASSENGER VEHICLE GARAGES 50 WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH 1.GUARDS ON I I IE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT z LIVING AREA z Z ATTICS WITHOUT STOR. GE 10 AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE Z .� CONNECTING THE NOSINGS. � w EXISTING (NO WORK) � w ATTICS WITH STORAGE i 20 OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE � w U v ROOMS OTHER THAN SLEEPING ROOMS 40 BY THE BACKFlLL(SECTION R404.1.7) WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN w W I BEDROOM W SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 ILI SLEEPINGROOMS 30 STAIRS 40 NOTE: (NO WORK) INCHES(8641\4M)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED [A w � c: VERTICALLY FROM A LINE CONNECTING THE NOSINGS. tn w GUARDRAILS AND HANDRAILS 200 ALL LUMBER THAT COMES IN CONTACT WITH L CONCRETE WILL BE ACQ LUMBER. R31'_'.1.3 OPENING LIMITATIONS. 2 ALL FASTENERS FASTENERS FOR PRESSURE REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING TREATED WOOD ARE TO BE HOT DIPPED SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A GALVANIZED OR STAINLESS STEEL PER R317.3 SPHERE 4 INCHES(102 MM)IN DIAMETER. [5 SEE DETAIL SHEET FOR EXCEPTIONS: 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE EXISTING EXISTING HIGH WIND CONNECTION RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE REPLACE IN KIND REPLACE IN KIND RE [fIREMENTS OF A SPI lI,RE 6 INCI IES(153 MM)IN DIAMETER. PROVIDE 5/8"ANCHOR BOLTS, 2.GUARDS ON'CITE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT 36"O.C., 12"FROM EACH CORNER ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(111 MM)IN DIAMETER. OR WALL BREAK,AND 12"MAX R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. FROM EACH SPLICE IN SILL PLATE PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE (FROM WFCM TABLE 3.2A)INSTALL REQUIREMENTS OF SECTION R317.4. WITH 28"MIN EMBEDMENT IN 3000 STEPS AND RAIL TO PSI CONCRETE. GRADE PER CODE WINDOW FDALL 1 R PROTECTION.OW FALL O'I ECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.2.1 AND R312.2.2. EXISTING FIRST FLOOR FLAN LL 'Q LIVING AREA = �56 SQ.1=T, R312.2.1 WINDOW SILLS.IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW SMOKE DETECTOR OPENING IS LOCATED LESS THAN 24 INCHES(610 MM)ABOVE THE FINISHED l INTERCONNECT PER CODE FLOOR AND GREATER THAN 72 INCHES(1829 MM)ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE � � CARBON MONOXIDE DETECTOR OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: � LU � O cO ONE PER FLOOR 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A4-NCH-DIAMETER (�� t- (102 MM)SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR l�- LARGEST OPINED POSITION. I- 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICESTHAT CONI PLY WITH 38 0 3.OPERABLE Vb'NDOWS ARE PROSY DED WITH WINDOW OPENING CONTROL O DEVICES THAT COMPLY WITH SECTION R312.2.2. }- Q oR3 12.2.2 WINDOW OPENING CONTROL DEVICES. Ul 3'6" WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. 0 z � IS" DIA x MIN 48" DEEP Tl1 E WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE Q V �N TO UNDISTURBED SOIL APPROVED AS NOTED -1 .. ,r-,r �, .- TI I E CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT Q REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN G O -'01m P.C, PIER WITH 6x6 CCA � �- U Q a / 6 + 1 , TI I E AREA REQUIRL^D BY SECTION R310.2.1. W Q- cal • Q .9 POST TO PECK GIRDER. DATE: �' a' B.P.# ✓ , .� r_ urI OF EX G ,'� YITOO -ABOy� ANCHOR PER DETAIL .�f n�,� ,,� ( �� ;S ��i'�!Alv` FUL VQ BILCO ❑-2x�-X-_-d SHEET, TYP. FEE:"' �I"J(/ Vv BY: F w ^�y N - -- U- NOTIFY BUILDING DEPARTMENT AT 1 ; ��-� C� I �r l«.it-i I E CsIR ER . i .� "" .C .,,. ' ENTRANCE - - 765-1802 8 AM TO -- :)M FOR THE i r N FOLLOWING INSPECTIONS: >i' iJ"� -�;` C 2,5 ACOI LEDGER ' 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ENGIR: , 2. ROUGH - FRAMING & PLUMBING 3. INSULATION yF NEW )0 4. FINAL - CONSTRUCTION MUST , � D �.4 T. BE COMPLETE FOR ` ' C.O. `4q1 L Y W1 + H ALL („ � I I '`� 3 NEW COURSES OF ; C Jc O, r � CMU BLOCK ON LL ALL CONSTRUCTION SHALL MEET THE fJ; .`,/ YQRK STATE & TOWN CODES SEP 3 0 2021 ! lr f�� � �, ��� � w REQUIREMENTS OF THE CODES OF NEW A. kEC?UIRE AND CONDITIONS OF c: :r EXISTING CMU WALL x BUILDING DEPT. ' o YORK STATE. NOT RESPONSIBLE FOR � uj r ANCHOR WITH NEW 5/8 � EXISTING `,'J= o TOWN OF SOUTHOLD ANCHOR BOLTS, 36" O.C. z s DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN ZSA , CRAWL SPACE SOUTHOLD TOWN PLANNING BOARD opt \o�,P N, 0 34 � ADD 3 NEW COURSES OF SOUTHOLD TOWN TRUSTEES CMU ON EXISTING PIERS, tddiflononl - JEFFREY T, BUTLER, P.E. � TYP. � •I•J.DEC Ccrtifimtlon , o EXISTING ;-"" ; EXISTING ;----"""; EXISTING ;""' --; EXISTING: May Be rcquirC • (2)2x8 GIRDER ' ' l2)2x8 GIRDER ' ' (2)2x8 GIRIDER ' ' (2)2x8 GIRDER ai - - - - - - " -�- --, - - - - - - Q `--- EXISTING W EXISTING ROOF ? ATTIC U Q tL 7'2, 7>2„ 7,2, 7' �„ Z O a , Q c0 Cl '- a °o f)fl((�((ll M (�( (()I�uu)(1f,,((1nnJUu (1 u)(,rli, I((iiru) 1f1 ,1iii,, , M 1f((U z O ti U UUUN�UVUU�U�VUUVUVUUJUU�NVUVUVi_ 'I 1J!J!J SU �')UU')(!'NUUU fi TOP OF CEILING - - - ' `~ (3c = EXISTING C.J. -Z O O o w@ W � o EXISTING EXIST. EXIST, EXISTING EXISTING WALL (� BEDROOM CLO, CLO, BL,DROOM 2xs Acr LEDGER , PROVIDE NEW (2)2x6 ACQ SILL = Z Z UL ANCHOR TO NEW CMU WITH I- ' 5/6" ANCHOR BOLTS, 36" O.C. _ EXISTING 2x8 F.J. 6 PROVIDE SILL SEAL AND = X �- Q O ., • 2-2xI ACo , = c ' 18" DIA x MIN 48" [DEEP ' s, GIRDER ;� ; I� (� TO UNDISTURBED SOIL _ ,rLINE OF ,' - - - COPPER TERMITE SEAL - TOP OF SUBFLOOR EXISTING SUBFLOOR U z � 3 P,C, PIER WITH 6x6 CCA 'STOOP BOVE ci O L u�)u �uZSlSu�tSNuZSt�iS�ZS���u�i ifiliiuuU ,iiiiuii,i i n' i',1Su�i;7'J,I ';j.' i5i Soli i' ,' �n�,i,unr,n, , ADD 3 NEW COURSES LL w TOP OF FOUNDATION- - - ��Su�uuuuuuu,_ OF CMU BLOCK ON N O W W POST TO DECK GIRDER. n,� U= EXISTING (2)2x8 GIRDER a ANCHOR PER DETAIL ° Q � ' !� EXISTING CMU WALL U'p a @ / / ADD 3 NEW COURSES ANCHOR WITH NEW 5/8" SHEET, TYP. x EXISTING // OF CMU BLOCK ON 3'6 i ANCHOR BOLTS, 36" O.C. `' GRADE EXISTING �// EXISTING PIERS CRAWL SPACE A TOP OF FOOTING EXISITNS SLAB / - - - - - EXISTING FOOTING �• ~4� 30'0" 8' 0ll a• • ,,.' FAGE : r . C EXISTING FOUNDATION PLAN SECTION ISECTION ,�-� of 2 i THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: 140 MILE PIER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING Simpson Strong-Tie AMERICAN FOREST AND PAPER ASSOCIATION. (2015) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND H-2.5 CLIPS @ 16"O.C. (TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2015 IRC WITH 2O16 UNIFORM CODE SUPPLIMENT BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. USE 9-8d NAILS PUBLISHED BY NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, AT EACH STUD FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)ON COVER SHEET. I FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING WIND LIMITATIONS-SECTION R301.2.1 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT (A)THE TOP OF THE FOOTING OR FINISHED SHED GINCHES DE.MM)BELOW THE TOP L DESIGN CRITERIA-SECTION R301.2.I.I(SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSI3LE FOR CORRECTIONS NOT THE BASEMENT FLOOR,TO THE FINISHED GRADE.MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8-INCH(9.5 MM)PORTLAND CEMENT PARGING APPLIED ROOF FRAMING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. TO THE EXTERIOR OF THE WALL.THE PARGING SHALL BE DAMPPROOFED IN DEAD LOAD-SECTION R301.4 ACCORDANCE WITH ONE OF THE FOLLOWING: RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER LIVE LOAD-SECTION R301.5 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND 1.BITUMINOUS COATING. SMOKE INDEX R302.9 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE 2.THREE POUNDS PER SQUARE YARD(1.63 KG/M2)OF ACRYLIC MODIFIED CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST FLAME SPREAD INDEX R302.10 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM CEMENT. THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. 3.ONE-EIGHTH-INCH(3.2 MM)COAT OF SURFACE-BONDING CEMENT FIRE BLOCKING R30_.11 COMPLYING WITH ASTDI C887. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP FIRE BLOCKING MATERIAL R302.11.1 4.ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. FIRE PROTECTION OF FLOORS R302.1.3 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, 5.OTHER APPROVED METHODS OR MATERIALS. { TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND EXCEPTION:PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A 5/8"ANCHOR BOLT Q c CEILING JOIST LAPS OVER PARTITIONS FACE-NAILED) 9 16d EACH LAP LIGHT AND VENTILATION-SECTION R303 Q Q PROGRAMS 1N CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR AT 36"O.C.INTO 1 MINIMUM ROOM AREAS-SECTION R304 MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIE CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE SOLID CMU BLOCK , + <I CEILING HEIGHT-SECTION R30.5 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE /I :, 1 n SANITATION-SECTION R306 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END TOILET BATH AND SHOWER SPACES-SECTION R307 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. < AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE L c �r n D > D RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END GLAZING SECTION R308 R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING. o t, o o o p GARAGES AND CARPORTS-SECTION R309 ENGINEER. IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER WALL FRAMING CONDITIONS ARE KNOWN TO EXIST,EXTERIOR FOUNDATION WALLS THAT n ^ ^ 4 c Q EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 \ �� /1 �`> �) �� � �� n ,� > D EXITS-SECTION R311 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE , Co 0 TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT INSURANCE COVERAGE INCLUDING STATUTORY POLICIES WORKER COMPENSATION,ETC.) SHALL BE WATERPROOFED FROM TIIE HIGHER OF(A)THE TOP OF THE FOOTING STAIRWAYS-SECTION R311.5 ( OR(B)61NCHES(152 MM)BELOW THE TOP OF THE BASEMENT FLOOR,TO THE D D D D D D < HANDRAILS-SECTION R311.5.6 AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$514QLLION AND AUTOMOBILE � o � TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE � LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE FINISHED GRADE.WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH a o a GUARDS-SECTION R31- ONE OF THE FOLLOWING: <I 4 <I SMOKE ALARMS-SECTION R313 A NAMED INSURED ON ANY AND ALL POLICIES. 1.TWO-PLY HOT-MOPPED FELTS. STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. �) FOAM PLASTIC-SECTION R314 2.FIFTY-FIVE-POUND(25 KG)ROLL ROOFING. 4 � FLAME SPREAD AND SMOKE-SECTION R315 6.PROVIDE- COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. 3.SIX-MIL(0.15 MNI)POI-YVINYL CHLORIDE. ° < HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES 4.SIX-MIL(0.15 MM POLYETHYLENE. INSULATION-SECTION R316 ) � D � D TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD DWELLING UNIT SEPARATION-SECTION R317 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMA IZED OR PRESSURE 5.FORTY-MIL(I MM)POLYMER-MODIFIED ASPHALT. CREOSOTED. 6.SIXTY-MIL(1.5 MM)FLEXIBLE POLYMER CEMENT. c e 4 MOISTURE VAPOR RETARDERS-SECTION R318 7.ONE-EIGHTHANCH(3 MM)CEMENT-BASED,FIBER-REINFORCED,WATERPROOF '^ D o D z 3-16d PER 2x6 STUD PROTECTION AGAINST DECAY-SECTION R319 COATING. 40 O PROTECTION AGAINST TERMITES-SECTION R320 8.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND 8.SIXTY-MIL(1.5 Mhl)SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. WALL TO FOUNDATION D D 4-16d PER 2x8 STUD SITE ADDRESS-SECTION R321 SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED w BOTTOM PLATE TO FLOOR JOIST.BANDJOIST, ACCESSIBILITY-SECTION R322 WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. w CONNECTIONS 2-16d(SEE NOTE 1,2) PER FOOT ELEVATORS AND PLATFORM LIFTS R323 ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. EXCEPTION:ORGANIC-SOLVENT-BASED PRODUCTS SUCH AS HYDROCARBONS, ENDJOIST OR BLOCKING(FACE-NAILED) i CHLORINATED HYDROCARBONS.KETONES AND ESTERS SHALL NOT BE USED FLOOD RESISTANT CONSTRUCTION-SECTION R324 FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL.USE OF 9.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE FLOOR FRAMING INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, PLASTIC ROOFING CEMENTS,ACRYLIC COATINGS,LATEX COATINGS, FOUNDATIONS-CHAPTER 4 MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED.COLD-SETTING JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL CONTRACTOR OR LOCAL BUILDING DEPARTMENT, ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D449.HOT AT 3000 POUNDS PER SQUARE FOOT, CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200°F(93°C). BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND UPLIFT-CONTINUOUS PATH CONNECTOR$ FOUNDATION WALL DESIGN. R406.3 DAMPPROOFING FOR WOOD FOUNDATIONS. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END USE SIMPSON STRONG-TIE CONNECTORS WOOD FOUNDATIONS ENCLOSING HABITABLE OR USABLE SPACES LOCATED Sinylson Strong-Tic BELOW GRADE SHALL BE DAMPPROOFED IN ACCORDANCE WITH SECTIONS AC4 BLOCKING TO SILL OR TOP'PLATE(TOE NAILED) 3-16d EACH BLOCK FOUNDATION NOTES: FOLLOW PRODUCT SELECTION GUIDE AND R4063 AT CACH POST .1 THROUGH R406.3.4. � 5/8"ANCHOR BOLTS(SSTB 28)SEE CHART ON THIS SHEET FOR SPACING INSTALLATION MANUAL FOR HIGH WIND RESISTANT w LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST 8°CMLT FOUNDATION WALL,ADD 3 COURSES CONSTRUCTION CATALOG C-HW02 R406.3.1 PANEL JOINT SEALED. Q MINIMUM DEPTH-SECTION 403.1.4,48"MINIMUM COVERAGE TO TOP OF FOOTING PLYWOOD PANEL JOINTS IN THE FOUNDATION WALLS SHALL BE SEALEDfn JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST 16"X 8"POURED CONCRETE WALL FOOTINGS,3000#TEST ANCHOR BOLTS IN FOUNDATION USE: FULL LENGTH WITH A CAULKING COMPOUND CAPABLE OF PRODUCING A d) 4"POURED CONCRETE FLOOR SLAB WITH 6X6X#10 MESH AND VAPOR BARRIER SSTB29 WITH BEARING PLATE,SEE FOUNDATION MOISTUREPROOF SEAL UNDER THE CONDITIONS OF TEMPERATURE AND I , ul BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST DAMP PROOFING AT EXTERIOR FOUNDATION BELOW GRADE-SECTION R406 NOTES FOR SPACING MOISTURE CONTENT AT WHICH IT WILL BE APPLIED AND USED. O 30"X 30"X 12"DEEP POURED CONCRETE COLUMN FOOTINGS,3000#TEST ff R406.3.2 BELOW-GRADE MOISTURE BARRIER. BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT FOUNDATION WALL TO EXTEND A MINIMUM OF 8"ABOVE FINISHED GRADE SILL PLATE TO RIM JOIST USE: A 6-MIL-THICK(0.15 MM)POLYETHYLENE FILlVi SHALL BE APPLIED OVER THE EXTEND EXISTING PIERS 24"TO SUPPORT EXISTING GIRDER LTP4 16"O.C.AT EXTERIOR PERIMETER BELOW-GRADE PORTION OF EXTERIOR FOUNDATION WALLS PRIOR TO � ROOF SHEATHING BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT AND GARAGE/HOUSE COMMON WALL BACKFILLING.JOINTS IN THE POLYETHYLENE FILM SHALL BE LAPPED 6 STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY USE 4 8d NAILS AT EACH END INCHES(152 MM)AND SEALED WITH ADHESIVE.THE TOP EDGE OF THE BRACED TO PREVENT DAMAGE BY THE BACKFILL(SECTION R404.1.7) POLYETHYLENE FILM SHALL BE BONDED TO THE SHEATHING TO FORM A GARAGE STUD TO GARAGE SILL PLATE USE: SEAL.FILM AREAS AT GRADE LEVEL SHALL BE PROTECTED FROM DIAGONAL BOARD SHEATHING SSP CONNECTOR AT 16"O.C. MECHANICAL DAMAGE AND EXPOSURE BY A PRESSURE-PRESERVATIVE • • 2_ USE 4 8d NAILS AT EACH END TREATED LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL SEVERAL 1"x6"OR 1"x8" 8d PER SUPPORT INCHES ABOVE FINISHED GRADE LEVEL AND EXTENDING APPROXIMATELY 9 INCHES(229 MM)BELOW GRADE.THE JOINT BETWEEN THE STRIP AND THE 1"x10"OR WIDER 3-8d PER SUPPORT RIM JOIST TO STUD CONNECTION USE: WALL SHALL BE CAULKED FULL LENGTH PRIOR TO FASTENING THE STRIP MTS 12, 16"O.C. TO THE WALL.WHERE APPROVED,OTHER COVERINGS APPROPRIATE TO THE CEILING SHEATHING USE 4 8d NAILS AT EACH END ARCHITECTURAL TREATMENT SHALL BE PERMITTED TO BE USED.THE POLYETHYLENE FILM SHALL EXTEND DOWN TO TIIE BOTTOM OF THE WOOD GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD FLOOR TO FLOOR CONNECTION USE: FOOTING PLATE BUT SHALL NOT OVERLAP OR EXTEND INTO THE GRAVEL 2"MINIMUM 'tl• ` OR CRUSHED STONE FOOTING. SIDECOVER v WALL SHEATHING MSTA 36,16"O.C. •,�,�. USE 4 8d NAILS AT EACH END R406.3.3 POROUS FILL. Simpson Strong-Tie (� FOR CANTILEVER CONDITION USE NITS 12, 16"O.C. THE SPACE BETWEEN THE EXCAVATION AND THE FOUNDATION WALL SHALL PBS44 STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET USE 4 8d NAILS AT EACH END BE BACKFILLED WITH THE SAME MATERIAL USED FOR FOOTINGS,UP TO A X AT EACH POST FOOTING HEIGHT OF t FOOT(305 MM)ABOVE THE FOOTING FOR WELL DRAINED SITES, � t- FIREBOARD PANELS RAFTER TO STUD CONNECTION USE: OR ONE-HALF THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED SITES. 1- U THE POROUS FILL SHALL BE COVERED WITH STRIPS OF 30-POUND(13.6 KG) 7/16" 6d 3"EDGE/6"FIELD NITS 12,EACH ROOF RAFTER PORCH COLUMN CONNECTIONS USE 8 1,E NAILS AT EACH END SEEPAGE WHILE AVOIDING INFILTRATION OF FINE SOILS.ASPHALT PAPER OR 6-MIL(0.15 MM)POLYETHYLENE TO PERMIT WATER {� J M E 11- Q 25/32" 8d 3"EDGE/6"FIELD � RAFTER TO RIDGE TO RAFTER CONNECTION USE: R406.3.4 BACKFILL nn// GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD CS20 USE 8-8d NAILS IN EACH END THE REMAINDER OF THE EXCAVATED AREA SHALL BE BACKFILLED WITH 1 r ,1�11 AT EACH ROOF RAFTER THE SAME TYPE OF SOIL AS WAS REMOVED DURING THE EXCAVATION. W J) NN ; HARDBOARD 8d SEE TABLE 3.11 THIS SHEET t- I DECK POST TO CONCRETE CONNECTION USE: R406.4 PRECAST CONCRETE FOUNDATION SYSTEM DAMPPROOFING. tYl fij w PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET PBS44A FOR EACH POST-USE 14-16d NAILS EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, "' c11 PRECAST CONCRETE FOUNDATION WALLS ENCLOSING HABITABLE OR �Q DIAGONAL BOARD SHEATHING USEABLE SPACES LOCATED BELOW GRADE SHALL BE DAMPPROOFED IN n(� X }- (3DECK POST TO GIRDER CONNECTION USE: ACCORDANCE WITH SECTION R406.I. �J j 1"x6"OR 1"x8" 2-8d PER SUPPORT PC44 FOR EACH POST O D 1P Ca R406.4.1 PANEL JOINTS SEALED. 1�� z cz LL 1"x10"OR WIDER 3-8d PER SUPPORT GIRDER TO DECK.IOIST CONNECTION USE: PRECAST CONCRETE FOUNDATION PANEL JOINTS SHALL BE SEALED FULL T- HEIGHT WITH A SEALANT MEETING AST M C920,TYPE S OR M.GRADE NS, 0 h FLOOR SHEATHING MTS12 @ EACH JOIST CLASS 25,USE NT,M OR A.JOINT SEALANT SHALL BE INSTALLED IN �- ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. STRUCTURAL PANELS ;, . 0 PORCH POST TO DECK USE: 2-AC4 -LTSE 14-16d NAILS n/ � i"OR LESS 8d 6"EDGE/12"FIELD l� PORCH POST TO GIRDER USE:2-AC4 1L GREATER THAN 1" 10d 6"EDGE/6"FIELD USE 14- 16d NAILS DIAGONAL BOARD SHEATHING PORCH ROOF RAFTER TO GIRDER USE: NITS 12 AT EACH ROOF RAFTER 1"x6"OR 1"x8" 2-8d PER SUPPORT E�L 1"x10"OR WIDER 3-8d PER SUPPORT G SEER: OF Nay e, 1.NAILING REQUIREMENTS A,RE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF M NAILS SHALL BE PERMITTED TO BE REDUCED TO 1.16d NAIL PER FOOT. ROFES SI ONP�' JEFFREY T. SUTLER, P.E. Ll O o m W U Q U- Q j lw O w q zin in a TABLE R402.2 O z o MINIMUM SPECIFIED COMPRESSIVE -q (L 0 0 STRENGTH OF CONCRETE w MINIMUM SPECIFIED Q 0� (L/ O 9 COMPRESIVE STRENGTH (F'C) r� 0 O a�i WEATHERINNG POTENTIAL 0 u- �, TYPE OR LOCATIONS OF _� z N CONCRETE STRUCTURES NEGLIGIBLE MODERATE SEVERE X ul t-: >- BASEMENT WALLS.FOUNDATIONS AND OTHER CONCRETE NOT �, EXPOSED TO THE WEATHER 500 2,500 2,500 6 z w u cp O 0 BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT 1,500 2,500 2,500 GARAGE FLOOR SLABS - BASEMENT WALLS,FOUNDATION WALLS.EXTERIOR WALLS AND / °// OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER 2,500 3,000 ° /3,000 PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER,AND GARAGE FLOOR SLABS 2,500 3,000 °'L /3,500 FOR S1:1 POUND PER SQUARE INCH=6.895 KPA. • A.AT 28 PSI. B.SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL. 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. 2 O L D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) T SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. COPYRIGI4T 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROH15ITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. SUTLER, P.E,, P,C, �S3 DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). WIND SUBJECT TO DAMAGE FROM WINTER AIR ICE SHIELD USE/ GROUND SPEED EXPOSURE SEISMIC FROST DESIGN FREEZING UNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN ASPECT TYPE OF \ SNOW DESIGN LINE TEMP. INDEX REQUIRED FLOOD LIVE DEAD ROOF UPLIFT LOAD SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA CONSTRUCTION (MPH) ATAGORY LOAD CATAGORY WEATHERING DEPTH TERMITE DECAY HAZARDSOAD LOAD STEPS AND RAIL TO MODERATE SLIGHT TO FROM 1998 PERMMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf GRADE PER CODE 20 psf 140 B C SEVERE 36" TO HEAVY MODERATE 11 599 YES FIRM MAPS 40 psf 20 psf INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 sf SFD N.C. +J N.C. 1:3 FIRST FLOOR=N.C. TYPE V RR301.2.2,4 WEIGHTS OF MATERIALS.AVERAGE DEAD LOADS SHALL NOT ACTUAL FINISHED GRADE SEE DETAIL SHEET FOR 2020 NYS UNIFORM CODE: SCOPE OF WORK: EXCEED 15 PSF(0.72 KN/M2)FOR ROOFS/CEILING ASSEMBLIES OR 10 PSF MAY VARY DEPENDING ON HIGH WIND CONNECTION THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE LIFT EXISTING DWELLING TO"BY EXTENDING EXISTING (0.48 KN/M2)FOR FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY EXISTING GRADE CONDITIONS REQUIREMENTS WITH 2O20 RESIDENTIAL BUILDING CODE * EXISTING CMU FOUNDATION 3 COURSES. BILCO §RR301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: PUBLISHED BY NEW YORK STATE. PROVIDE NEW ANCHOR BOLTS,SILL PLATES, ENTRANCE SILL SEAL AND TERMITE SHIELD 1.FIFTEEN PSF(0.72 KN/M2)FOR EXTERIOR LIGHT-FRAME WOOD WALLS. 6"DIA. TO THE BEST OF OUR KNOWLEDGE,THESE PLANS EXISTING EXISTING EXISTING TYPE V WOOD FRAME COMPLY WITH THE TOWN OF SOUTITOLD ZONING MECHANICAL SYSTEM FEATURES: REPLACE IN KIND REPLACE IN KIND 4EPLACE IN KIND 2.FOURTEEN PSF(0.67 KN/M2)FOR EXTERIOR LIGHT-FRAME COLD-FORMED CONSTRUCTION BASED AND CONSTRUCTION CODES. NO WORK STEEL WALLS. ON SECTION 602 z OF THE BCNYS SOIL BEARING CAPACITY FOR THIS SITE ENERGY COMPLIANCE: 3.TEN PSF(0.48 KNA12)FOR INTERIOR LIGHT-FRAME WOOD WALLS. IS BASED ON TEST HOLES BY OTHERS INO WORK o TUB/SHOWER ,'' © NO SINK AND HAS BEEN DETERMINED TO BE z 4.FIVE PSF(0.24 KN/M2)FOR INTERIOR LIGHT-FRAME COLD-FORMED REFLECTIVE RED PANTONE 2,000 PST(SW,SP)PER TABLE R401.4.1 + 3 STEEL WALLS. (PMS# 187) FIR r, OF THE 2015 IRC WITH 2O16 UNIFORM CODE a z i I SUPPLIMENT PUBLISHED BY NEW YORK STATE. r D EXISTING O ' z 5.EIGHTY PSF(3.83 KN/M2)FOR 8-INCH-THICK(203 MM)MASONRY d W.C. 1 REFLECTIVE WHITE 1/2" p F BEDROOM EXIST. EXISTINCx C7 WALLS. STROKE 1 4 SECTION R312:GUARDS'AND WINDOW FALL PROTECTION 3 En Q (NO WORK) BATH , KITCHEN i~ w 6.EIGHTY-FIVE PSF(4.07 KN/M2)FOR 6-INCH-THICK(152 MM)CONCRETE lN0 WORK) (NO WORK) U WALLS. R312.1 GUARDS. W w o J REF p�j SIGN FOR WOOD FLOOR AND GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 x w EXCEPTION:ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 PSF(L19 WOOD ROOFING FRAMING THROUGH R312.1.4 " " 1 KN/M2)SHALL BE PERMITTED IN SEISMIC DESIGN CATEGORY D2 PROVIDED R312.1.1 WHERE REQUIRED. GUARDS HALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING THE WALL BRACING AMOUNTS IN CHAPTER R6 ARE INCREASED IN ACCORDANCE WITH TABLE RR301.2.2.4. SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED N MORE THAN 30 INCHES 762 MM MEASURED VERTICALLY T THE O w TRUSS IDENTIFICATION SIGN: ( ) o FLOOR OR a GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO N IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED v TABLE R301.5 SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED AS A GUARD. co TOTO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) COMPLIANCE WITH 19 NYCCR PART 1265.RESIDENTIAL STRUCTURES R312.1.2 HEIGHT. EXISTING WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, REPLACE IN KIND LIVE LOAD CONSTRUCTION AND/OR TIMBER CONSTRUCTION. PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT EXTERIOR BALCONIES 60 WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS. q q DECKS 40 BACKFILL SHALL NOT BE PLACED AGAINST THE EXCEPTIONS: EXISTING PASSENGER VEHICLE GARAGES 50 WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH 1.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT z z LIV ING� AREA D ATTICS WITHOUT STORAGE 10 AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, (NO WORK) CONNECTING THE NOSINGS. LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE z �, za W EXISTING � W ATTICS WITH STORAGE 20 OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN w U ROOMS OTHER THAN SLEEPING ROOMS 40 BY THE BACKFILL(SECTION R404.1.7) p Y d BEDROOM d SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 W .a W a SLEEPING ROOMS 30 P. (NO WORK) a• INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED tQ I STATRS 40 NOTE: VERTICALLY FROM A LINE CONNECTING THE NOSINGS. GUARDRAILS AND I-TANDRAILS 200 ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE WILL BE ACQ LUMBER. R312.1.3 OPENING LIMITATIONS. ALL FASTENERS FASTENERS FOR PRESSURE REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING TREATED WOOD ARE TO BE HOT DIPPED SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A � GALVANIZED OR STAINLESS STEEL PER R3173 SPHERE 4 INCHES(102 MM)IN DIAMETER. SEE DETAIL SHEET FOR EXCEPTIONS: 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE EXISTING EXISTING HIGH WIND CONNECTION RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE REPLACE IN KIND REPLACE IN KIND REQUIREMENTS OF A SPHERE 6 INCHES(15 3 MM)IN DIAMETER. PRODS 5/8"ANCHOR BOLTS, 2.GUARDS ON THE OPFN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT 36"O.C., 12"FROM EACH CORNER ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(1 I I MM)IN DIAMETER. OR WALL BREAK,AND 12"MAX R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. FROM EACH SPLICE IN SILL PLATE PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE (FROM WFCM TABLE 3.2A)INSTALL WITH 28"MIN EMBEDMENT IN 3000 REQUIREMENTS OF SECTION R317.4. STEPS AND RAIL TO PSI CONCRETE. • GRADE PER CODE R312.2 WINDOW FALL PROTECTION. / \ WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.2.1 AND R312.2.2. n EXISTING FIRST FLOOR FLAN R312.2.1 WINDOW SILLS. X LIVING AREA = -186 SQ.FT, IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW ` � � SMOKE DETECTOR OPENING IS LOCATED LESS THAN 24 INCHES(610 MM)ABOVE THE FINISHED LU INTERCONNECT PER CODE FLOOR AND GREATER THAN 72INCHES(1829 MM)ABOVE THE FINISHED GRADE crl OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THELu c�1 Q CARBON MONOXIDE DETECTOR OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: �/ O 9O ONE PER FLOOR 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM)SPHERE.TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIRt N LARGEST OPENED POSITION. Ju N r- 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION 38 DEVICES.OPERABLE W WINDOWS OWS ARE PROVIDEDLY WITI T 3 I WITH WINDOW OPENING CONTROL c+l O DEVICES THAT COMPLY WITH SECTION R312,2.2. � X �- R312.2.2 WINDOW OPENING CONTROL DEVICES. 3'6" WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. jn z W' DIA x MIN 48" DEEP THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE Q O o oiw TO UNDISTURBED SOIL THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT ` Q ° °p'Q P.G. PIER WITH 6x6 CCA REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN -4 LIN OF POST TO DECK GIRDER. THE AREA REQUIRED B�'SECTION R310.2.1. � X S Q- cal _ , E I Cs ID G1 ,' O- AaO�rE ANCHOR PER DETAIL SHEET, TYP. _-______ 1 [-'1 ENTRANCE �. _.' GIR[ER �.,�,' L- ,_L 1 , , lu 1 2x8 ACQ LEDGER ' I I ENGINEER: 1 C):_ i 3 NEW COURSES OF I CMU BLOCK ON ' IL 'EXISTING CMU WALL � N n +� a ANCHOR WITH NEW 5/811I EXISTING o __ O . ANCHOR BOLTS, 36" D.C. J �z O 01 i" CRAWL SPACE 3� 1 LD w �.S: �� ,e,.✓. i ADD 3 NEW COURSES OF , CMU ON EXISTING PIERS, JEFFREY T. BUTLER, P.E. ' TYP, 1 1 O 1 c I I l2)2x8 EXISTING ;---"--_' ;, EXISTING -------; EXISTING EXISTIN ;---- -- , EXISTINGO N (2�2x8 GIRDER ' l2)2x8 GIRDER ' ' GIRDER ' (2)2x8 GIRDER fV - - - _ - � - - 1-- m - -� - - — EXISTING O 1 1 EXISTING ROOF U O N a --- --- --- --- ATTIC ,y O `� 7'2" 7,2" 7'2" 7,2" Z ° lu O 1 1 1 — 1S��S�SIRS' u ICI I� � , I `� o ° TOP OF CEILING— - m i X N O C EXISTING G.J. a m z � Q A w � - = TELz�jO EXISTINGXIST, EXIST. EXISTING - EXISTING WALL (� � � � BEDROOM CLO. CLO, BEDROOM00 _ `•M' l� N 1 = V N ° 2x8 ACQ LED!sER PROVIDE NEW (2)2x6 ACQ SILL = z 0 LL O N I , ANCHOR TO NEW CMU WITH = z :3 LL CN 5/8" ANCHOR BOLTS, 36" O.C. EXISTING 2x8 F.J. LL - a PROVIDE SILL SEAL AND = X 1! O ;, 1 2-2x1 Aca . ' IS" DIA x MIN 48" DEEP �1SGER� ; COPPER TERMITE SEAL _ _ uj 12 � TO UNDISTURBED SOIL -rLINE OF �- ' TOP OF SUBFLOOR— - — EXISTING SUBFLOOR _ {- = IL TT nn�nr�lnnnnn��� ��� 1 Innn�n in nnn �Ii,, r ADD 3 NEW COURSES V Z P.C. PIER WITH 6x6 CCA "STOOI=fROVE'- Q U 1 a w G O TOP OF FOUNDATION - �uv u u u u u V u c u t l i , I OF CMU BLOCK ON (A O POST TO DECK GIRDER. a,a> O_ EXISTING (2)2x8 GIRDER U a a dl ADD 3 NEW COURSES ANCHOR WITH NEW 5/8" ANCHOR PER DETAIL u 43° d `� EXISTING CMU WALL i SHEET, TYP. Q d EXISTING, EOF CMU XISTING PIERS ON 11 3'6" ` GRADE EXISTING ANCHOR BOLTS, 36 O.C. e CRAWL SPACE ------ 1 1 EXISITNG SLAB TOP OF FOOTING PAGEW EXISTING FOOTING r'a►' •� � •^,� r•p� : • 30'0" 8'0„ a, EXISTING FOUNDATION PLAN 1 of 2 SECTION' A-A I i THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: 140 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING AMERICAN FOREST AND PAPER ASSOCIATION. (2015) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND (TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2015 IRC WITH 2O16 UNIFORM CODE SUPPLIMENT BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERI0N INSTITUTE OF R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING. „ PUBLISHED BY NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, SEE TABLE R301.2(1)ON COVER SHEET. FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA, ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 BETTER 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF OF JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING WIND LIMITATIONS-SECTION R301.2.1 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOP,TO COMMENCEMENT THE THE TOP THE FOOTING OR NI 6 INCHES(152 MM)BELOW THE TOP DESIGN CRITERIA-SECTION R301.2.1.1 (SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT THE BASEMENT FLOOR,TO THE FINISHED GRADE.MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8-INCH(9.5 MM)PORTLAND CEMENT PARGING APPLIED ROOF FRAMING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN FOB CONDITIONS. TO THE EXTERIOR OF THE WALL.THE PARGING SHALL BE DAMPPROOFED IN DEAD LOAD-SECTION R301.4 ACCORDANCE WITH ONE OF THE FOLLOWING: RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER LIVE LOAD-SECTION R301,5 3-CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND 1.BITUMINOUS COATING. SMOKE INDEX R302.9 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE 2,THREE POUNDS PER SQUARE YARD(1.63 KG/M2)OF ACRYLIC MODIFIED CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST FLAME SPREAD INDEX R302.10 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM CEMENT. FIRE BLOCKING R302.11 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. 3.ONE-EIGHTH-INCH(3.2 MM)COAT OF SURFACE-BONDING CEMENTCOMPLYING WITH ASTM C887. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP FIRE BLOCKING MATERIAL R302.11.1 4.ANY MATERIAL PERMITTED FOR 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, 5.OTHER APPROVED METHODS OR MATERIOFING IN SECTION R406.2. FIRE PROTECTION OF FLOORS R302.1.3 A O CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP LIGHT AND VENTILATION-SECTION R303 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFEW PRECAUTIONS AND EXCEPTION:PARGING OF UNIT MASONRY WALLS 1S NOT REQUIRED WHERE A MINIMUM ROOM AREAS-SECTION R304 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NDT BE RESPONSIBLE FOR MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIE THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE CEILING HEIGHT-SECTION R305 O CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RTMIONSIBLE FOR THE ACTS LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING r BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END SANITATION SECTION R306 MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. U TOILET BATH AND SHOWER SPACES-SECTION R307 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS m RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END GLAZING-SECTION R308 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSEF WRITTEN CONSENT OF THE Y U R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING. GARAGES AND CARPORTS-SECTION R309 ENGINEER. IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER WALL FRAMING EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 CONDITIONS ARE KNOWN TO EXIST,EXTERIOR FOUNDATION WALLS THAT z EXITS-SECTION R311 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAIN"LAIN CONTINUOUS RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT STAIRWAYS-SECTION R311.5 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WOPFER COMPENSATION,ETC.) SHALL BE WATERPROOFED FROM THE HIGHER OF(A)THE TOP OF THE FOOTING d AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILI ION AND AUTOMOBILE OR(B)6 INCHES(152 MM)BELOW THE TOP OF THE BASEMENT FLOOR,TO THE Q TOP PLATES AT INTERSECTIONS ACE-NAILED) 4-16d JOINTS-EACH SIDE HANDRAILS-SECTION R311.5.6 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE FINISHED GRADE.WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH p GUARDS-SECTION R312 ONE OF THE FOLLOWING: 2- SMOKE ALARMS-SECTION R313 A NAMED INSURED ON ANY AND ALL POLICIES. 1.TWO-PLY HOT-MOPPED FELTS. a STUD TO STUD(FACE-NAILED) 16d 24"O.C. FOAM PLASTIC-SECTION R314 2.FIFTY-FIVE-POUND(25 KG)ROLL ROOFING. HEADER TO HEADER ACE-NAILED 16d 16"O.C.ALONG EDGES FLAME SPREAD AND SMOKE-SECTION R315 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS- 3.SIX-MIL(0.15 MM)POLYVINYL CHLORIDE. Q INSULATION-SECTION R316 4.SIX-MIL(0.15 MM)POLYETHYLENE. D TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD DWELLING UNIT SEPARATION-SECTION R317 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BI;WOLMANIZED OR PRESSURE 5.FORTY-MIL(I MM)POLYMER-MODIFIED ASPHALT. MOISTURE VAPOR RETARDERS-SECTION R318 CREOSOTED. 6.SI,YTY-MIL(1.5 MM)FLEXIBLE POLYMER CEMENT. cr) 7.ONE-EIGHTH-INCH(3 MM)CEMENT-BASED,FIBER-REINFORCED,WATERPROOF z 346d PER 2x6 STUD PROTECTION AGAINST DECAY-SECTION R319 8.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS 07 SERVICE AND COATING. w PROTECTION AGAINST TERMITES-SECTION R320 8.SLYTY-MIL(1.5 MM)SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. 4-16d PER 2x8 STUD � SITE ADDRESS-SECTION R321 SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE;PROJECT FOR ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED v ACCESSIBILITY-SECTION R322 WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 72-16d(SEE NOTE 1,2) PER FOOT ELEVATORS AND PLATFORM LIFTS R323 ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. EXCEPTION:ORGANIC-SOLVENT-BASED PRODUCTS SUCH AS HYDROCARBONS, ENDJOIST OR BLOCKING(FACE-NAILED) FLOOD RESISTANT CONSTRUCTION-SECTION R324 CHLORINATED HYDROCARBONS.KETONES AND ESTERS SHALL NOT BE USED t 9.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL.USE OF FLOOR FRAMING INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, PLASTIC ROOFING CEMENTS,ACRYLIC COATINGS,LATEX COATINGS, FOUNDATIONS-CHAPTER 4 MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED.COLD-SETTING JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL CONTRACTOR OR LOCAL BUILDING DEPARTMENT. AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 20000°F(HOT 93°C). BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND UPLIFT-CONTINUOUS PATH CONNECTORS FOUNDATION WALL DESIGN. R406.3 DAMPPROOFING FOR WOOD FOUNDATIONS. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END USE SIMPSON STRONG-TIE CONNECTORS WOOD FOUNDATIONS ENCLOSING HABITABLE OR USABLE SPACES LOCATED Simpson Strong Tie BELOW GRADE SHALL BE DAMPPROOFED IN ACCORDANCE WITH SECTIONS AC4 Z BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK FOUNDATION NOTES: FOLLOW PRODUCT SELECTION GUIDE AND L7 R406.3.1 THROUGH R406.3.4. AT EACI l POST 0 N MANUAL FOR H 5/8"ANCHOR BOLTS(SSTB 28)SEE CHART ON THIS SHEET FOR SPACING INSTALLATION WIND RESISTANT In 8"CMU FOUNDATION WALL,ADD 3 COURSES CONSTRUCTION CATALOG C-HW02 R406.3.1 PANEL JOINT SEALED. LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST EXISTING FOOTING PLYWOOD PANEL JOINTS IN THE FOUNDATION WALLS SHALL BE SEALED • } m JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST FOUNDATION WALL TO EXTEND A MINIMUM OF 8"ABOVE FINISHED GRADE ANCHOR BOLTS IN FOUNDATION USE: FULL LENGTH WITH A CAULKING COMPOUND CAPABLE OF PRODUCING A cp EXTEND EXISTING PIERS 24"TO SUPPORT EXISTING GIRDER SSTB28 WITH BEARING PLATE,SEE FOUNDATION MOISTUREPROOF SEAL UNDER THE CONDITIONS OF TEMPERATURE AND I • L BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT NOTES FOR SPACING MOISTURE CONTENT AT WHICH IT WILL BE APPLIED AND USED. • o STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY v A 6-M BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT BRACED TO PREVENT DAMAGE BY THE BACKFILL(SECTION R404.1.7) SILL PLATE TO STUD USE: .2 BELOW-GRADE MOISTURE BARRIER. A 6-MIL-THICK(0.15 MM)POLYETHYLENE FILM SHALL BE APPLIED OVER THE LSTA(1 1/4"X 24")AT CORNERS AND MAJOR SUPPORTS BELOW-GRADE PORTION OF EXTERIOR FOUNDATION WALLS PRIOR TO m ROOF SHEATHING USE 4 8d NAILS AT EACH END BACKFILLING.JOINTS IN THE POLYETHYLENE FILM SHALL BE LAPPED 6 INCHES(152 MM)AND SEALED WITH ADHESIVE.THE TOP EDGE OF THE STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET DECK POST TO CONCRETE CONNECTION USE: POLYETHYLENE FILM SHALL BE BONDED TO THE SHEATHING TO FORM A PBS44A FOR EACH POST-USE 14-16d NAILS SEAL.FILM AREAS AT GRADE LEVEL SHALL BE PROTECTED FROM DIAGONAL BOARD SHEATHING MECHANICAL DAMAGE AND EXPOSURE BY A PRESSURE-PRESERVATIVE 2_ DECK POST TO GIRDER CONNECTION USE: TREATED LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL SEVERAL 1"x6"OR 1"x8" 8d PER SUPPORT INCHES ABOVE FINISHED GRADE LEVEL AND EXTENDING APPROXIMATELY PC44 FOR EACH POST 9 INCHES(229 MM)BELOW GRADE.THE JOINT BETWEEN THE STRIP AND THE I"x10"OR WIDER 3-8d PER SUPPORT WALL SHALL BE CAULKED FULL LENGTH PRIOR TO FASTENING THE STRIP GIRDER TO DECK JOIST CONNECTION USE: TO THE WALL.WHERE APPROVED,OTHER COVERINGS APPROPRIATE TO THE CEILING SHEATHING MTS 12 EACH JOIST ARCHITECTURAL TREATMENT SHALL BE PERMITTED TO BE USED.THE O POLYETHYLENE FILM SHALL EXTEND DOWN TO THE BOTTOM OF THE WOOD •+ r . FOOTING PLATE BUT SHALL NOT OVERLAP OR EXTEND INTO THE GRAVEL 2"MINIMUM ` , ` GYPSUM WALLBOARD 5d COOLERS, 7"EDGE/ 10"FIELD OR CRUSHED STONE FOOTING. SIDECOVER v WALL SHEATHING R406.3.3 POROUS FILL. •'.b •/ Simpson Strong-Tie (1 STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET THE SPACE BETWEEN THE EXCAVATION AND THE FOUNDATION WALL SHALL PBS44 BE BACKFILLED WITH THE SAME MATERIAL USED FOR FOOTINGS,UP TO A AT EACH POST FOOTING . X HEIGHT OF 1 FOOT(305 MM)ABOVE THE FOOTING FOR WELL-DRAINED SITES, Q Q FIREBOARD PANELS OR ONE-HALF THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED SITES. lu LL 7/16" 6d 3"EDGE/6"FIELD THE POROUS FILL SHALL BE COVERED WITH STRIPS OF 30-POUND(13.6 KG) PORCH COLUMN CONNECTIONS , ASPHALT PAPER OR 6-MIL(0.15 MM)POLYETHYLENE TO PERMIT WATER [ I•Il 25/32" 8d 3" 6' FIELD SEEPAGE WHILE AVOIDING INFILTRATION OF FINE SOILS. +�- lU R406.3.4 BACKFILL. W c11 O q . fK. cAOU (k ° r ' GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD THE REMAINDER OF THE EXCAVATED AREA SHALL BE BACKFILLED WITH Lu � -- V THE SAME TYPE OF SOIL AS WAS REMOVED DURING THE EXCAVATION. i t HARDBOARD 8d SEE TABLE 3.11 THIS SHEET --+ R406.4 PRECAST CONCRETE FOUNDATION SYSTEM DAMPPROOFING. PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET j EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, cl1 JU PRECAST CONCRETE FOUNDATION WALLS ENCLOSING HABITABLE OR :3 %D O }�- DIAGONAL BOARD SHEATHING USEABLE SPACES LOCATED BELOW GRADE SHALL BE DAMPPROOFED 1N m X }' O 13 ACCORDANCE WITH SECTION R406.1. JL I (a I"x6"OR 1"x8" 2-8d PER SUPPORT O qj R406.4.1 PANEL JOINTS SEALED. • lu (� .L 1"x 10"OR WIDER 3-8d PER SUPPORT PRECAST CONCRETE FOUNDATION PANEL JOINTS SHALL BE SEALED FULL f I l HEIGHT WITH A SEALANT MEETING ASTM C920,TYPE S OR M.GRADE NS, CLASS 25,USE NT,M OR A.JOINT SEALANT SHALL BE INSTALLED IN FLOOR SHEATHING �- O ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. STRUCTURAL PANELS N CV 1"OR LESS 8d 6"EDGE/12"FIELD GREATER THAN V 10d 6"EDGE/6"FIELD u- DIAGONAL BOARD SHEATHING 1"x6"OR 1"x8" 2-8d PER SUPPORT 1"x 10"OR WIDER 3-8d PER SUPPORT ENCsWEER: 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. �F E IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, / v C, ' NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, I•• ' °^ f,^ i EXISTING 2x4 STUD r+ ' SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. co-) 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF i• • i i i ' t, jell Y �. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT- •�� ; ; i EXISTING 2x4 PLATE PROPOSED SIMPSON LST :+• ,' ; I ' �` .. f I 1/4"44" 20 GAUGE JEFFREY T. BUTLER, P.E. I• f`• ALL CORNERS AND ALL � ,••� ?; MAJOR SUPPORT UPRIGHTS ANCHORED IN CEMENT `'i••i,� il'� EXISTING 2x8 FLOOR BEAM O t 111 O o Lu (V o n P* LL a 1,1 NEW 2x8 ACQ PLATE U O L E WITH SILL SEAL AND TERMITE SHIELD Z O w q O } TABLE R402.2 ; NEW 5/8" ANCHOR BOLT I I 1 1 z { . _ r 1 II O � � ' 1 36 O. T 1 �C , SE N SOLID CORE. Z MINIMUM SPECIFIED COMPRESSIVE I - Q Q STRENGTH OF CONCRETE ' , I MIN. 8 EMBEDMENT r z O I 1 , O 111 ' toluO MINIMUM SPECIFIED QL O COMPRESIVE STRENGTH(F'C) ,,. '� -1; r O WEATHERINNG POTENTIAL }= 0 L TYPE OR LOCATIONS OF NEGLIGIBLE MODERATE SEVERE z IL 0 a WALL TO FOUNDATION CONCRETE STRUCTURES -" �X � o � -� I_ BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 2,500 2,500 " =3 J w ONNECTIONS u z w BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT GARAGE FLOOR SLABS 5� ',500 ',500 o ° BASEMENT WALLS.FOUNDATION WALLS.EXTERIOR WALLS AND OTHER VERTICLE CONCRETE WORK:EXPOSED TO WEATHER 2,500 3.000 ° 3,000 PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE j WEATHER,AND GARAGE FLOOR SLABS 2,500 3,000 °'° 3'500 ° FOR SI: I POUND PER SQUARE INCH==6.895 KPA. j 'AGE : A.AT 28 PSI. B.SEE TABLE R301.2(I)FOR WEATHERING POTENTIAL. 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. o D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) 2 SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM IS PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. I I e