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HomeMy WebLinkAbout53074-Z Of ira € v.. TL :.... s E ANCASTE P. PA Word Bank ' i Conc-Concrete ' � DR-Door • �— ., ' FTG-FOOting FLR-Floor GA-Gauge I Int-Interior O/C-On Center PTD-Painted SYP-Southern Yellow Pine # j e SPF•Spruce,Pine,Fir i sqft-Square Feet TR-Treated { k t Of Nety Azi4 -" fr UJ Tn 0,7142 .:'� 1 Special Conditions '•41, pFEs�9Or1�'%"0 Contract: PO#019FEJB26 Fetterville Will Provide A Dumpster/Ponta Pot Free Standing Building Installed On Your Level Site 2x6 Treated Skirt Board 36'width x 56'length x 14'inside height Site Must Be Ready Prior To Start Roof System:4'o/c trusses Pitch:4/12 Loading: 30-5-5 standard Rock Clause Agreement Delivery Date Will Be Given Once We Recieved A Building Permit Walls: 8' o/e 3-Ply 2x6 Glulam Load-Bearing Posts Fetterville Will Start Construction Anytime Between The Delivery Date Siding: Patriot Panel 28 Gauge Painted Steel***LIFETIME WARRANTY***(Ivy) And 14 Business Days Later Trim Color(Brite White) Roofing Type: Patriot Panel 28 Gauge Painted Steel with Ridge Vent***LIFETIME WARRANTY***(Black) Overhangs: 12" Boxed Vented on 2-eaves &2-gables (Brite White)soffit and fascia Insulation/Underlayment: Radiant Vapor Barrier for on Roof 2- 14 X 12 Insulated Steel-Backed (White)Overhead Door(s) Ground Snow Load 33 PSF 1 -9 X 8 Insulated Steel-Backed (White)Overhead Door(s) Windspeed 126 MPH 1 -3'X 6'8" Fiberglass 9-Lite Entry Door(s) Allowable Stress Design Engineered plans THIS BUILDING MEETS OR EXCEEDS THE 2025 NYS Building Code Cover Sheet BUILDING CODE FOR POST FRAME CONSTRUCTION Client-Name: Nathan Brzozowski My Signature affirms this drawing&design to be correct&accurate. I understand that any changes made from this point forward can be subject to Contacto. Add 34460 Main Road additional costs being incurred at my expense. .lack Burke Please sign the cover sheet below and send it back to your Fetterville 800-331-1875 Ext. 113 Cutchogue, NY, 11935 Email: Phone: 631-381-5613 X X jack@fettervillesales.com Customer Signature Date Drawn By: AR CONFIRM FINISH FLOOR Floor Plan Personal use, 2016 sgft 4EIGHT WITH CUSTOME111 Eave 2 8'-0" 8'-0" 8'-0" 8'-0" 7'-0" 0 , ri I I o ,9x8 Overhead Door, o I I o L _ _ — _ _ J , 3'x6'8" 9-Lite Door in I I L � I 0 0 0 0 Ridgeline i t ;r l0 N O > N I I O - - - - - - - -� L — — — — — — - � of ryE4y4r��i �<. M: 00 bo 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" t 8'-0" 8'-0" 56'-0" Eave 1 2' 6' 12' Post Layout w/ Header Height of 13'-11" from Top of Skirt Board to Top of Header Scale:1/8"=1' Client Name: Nathan Brzozowski Contact: Fetterville Pole Buildings LLC Page: .lack Burke 1/] Address: 34460 Main Road 245 Fetterville Rd. :-.yam... 800-331-1875 Ext. 113 East Earl PA 17519 Cutchogue, NY, 11935 TF ( 1 Email: 800-331-1875 eS . 1 Phone@ 631-381-5613 jack@fettervillesales.com Drawn 8 AR ST LAMCAE R. PA DOOR PLACEMENTS: Entry Door sets 1-1/2" Down from top of Skirt Board Radiant Insulation Barrier 12 Garage Door sets 2" Down 2x4 #2 SPF Roof Purlins 24" O/C 4 1 — 28 GA PTD Steel Roofing Engineered Trusses 48" O/C 2x6 #2 SPF Tie Down Block H2.5A HurricaneTies Truss Support Size: 2-Ply 2x12#2 SYP 2-Ply Truss Supports Fastened Via (12)3 1/4" 12 D Nails Per Connection 2x4x12" #2 SPF Support Blocklooe Support Size Across Eave 9'Span: 2-Ply 1.75"x 11-7/8" LVL 28 GA PTD Steel Siding Fastened Via (6)5/16"x 4" GRK's Per Connection Truss Bracing: 2x4 Diagonal, B/C Laterals,Web Bracing Per Print 3-Ply 2x6 #1 SYP Glulam Post .131 x 3-1/4" 12D Nails for All 2x4&2x6 Gifts, Purlins, Fascia 14'-0" Inside Height of Nety 2x4 #2 SPF Gifts 24" O/C •••.�; M: w 2x6 #2 SYP TR Skirt Board iF FINISH FLOOR HEIGHT: Grade Line 1.5" Down from Top of Skirt Board Conc. FTG 4000 psi, 36-4I2" Depth SCREW PATTERNS 1811 Purlins and All Siding Cross Section View No Scale Client Name: Nathan Brzozowski intact: ► Fetterville Pole Buildings LLC Page:lack Burke m1 i ;►�t ,►„� Address: 34460 Main Road 245 Fetterville Rd. .�.�°�:...�-= 800-331-1875 Ext. 113 L T� ,P��i Cutchogue, NY, IZ935 East Earl, PA, 17519 3 1 �t L Email: 800-331-1875 Pl>Qnew 631-381-5613 jack@fettervillesales.com Drawn By: AR E LAN CASTER. PA Purlins Attached Via (4)12D Nails Per Connection Posts Notched for Truss Hurricane Ties 2x12 #2 SYP $ 1.75"x 11-7/8" LVL : o;: 2x6#2 SPFTivss Blocks . (12)3 1/4" 12D Nails ;;: °o (6)5/16"x 4" GRK's °.- Attached Via(5)3"x.131 Nails .t• o p;. Per Connection W, O Per Connection a 0 • 2x4x12" Support Block Attached Via (12)12D Nails Girts Attached Via (6)12D 9' Span Nails Per Connection C:':��� ��;9�s =r ¢ — zn : 4 14 ,•"quuUNN�, Framing Connection Detail x Client Nar>ne: Nathan Brzozowski S&tl�� Fetterville Pole Buildings LLC Page: ►� ►ri' Address: .lack Burke 245 Fetterville Rd. Cutch Main Road 800-331-1875 Ext. 113 East Earl, PA, 17519 ETT � ri � Cutchogue, NY, 11935 4 E Vl h� , Email.- 800-331-1875 i� i'J1one:631-381-5613 jack@fetterviilesales.com Drawn By: AR f: �ANC 0.5 TER. PA Gable i I i ^� 12 4 Gable 2 0,t„u,u4unp ,I E Q� •••.....a•� y0,, b'•.O771 A ' n map NNA 36'-0" 2- 6' 12' Elevation Views Scale:1/81'-1' Silent Name- Nathan Brzozowski Contacts- Fetterville Pole Buildings LLC page: 11� j� ►r Jack Burke Add- .. 34460 Main Road 245 Fetterville Rd. " 800-331-1875 Ext. 113 TIC Cutchogue, NY, 11935 Email.- East Earl, PA, 17519 FSs. 800-331-1875 Phone: 631-381-5613 jack@fettervillesales.com uuu $ : .p ANCASTEH � A Drawn By: AR , 7.7 � rr k. _D Gave i 4 i k Eave 2 OF NetV% R R All ti . fp................ •. .•�, �,• f 56@-0" 2' 6' 12' Elevation Views Scale:1/8"=11 Client Naas Nathan Brzozowski Contactm ►', ►i' Add_ 34460 Main Road .lack Burke 245 Fetterville Rd. Fettervi Pole Buildings . �� 800-331-1875 Ext. 113 �* ��rT Cutchogue, NY, 11935 East Earl, PA, 17519 t 11 Phone: 631-381-5613 jack@fettervillesales.com A 800-331-1875 5 esr. 7 y6o A Drawn By: AR BN CASTER. PA REVISIONS: SITE DATA 637.6 mm 1218 mm [25.1 in) 8.0 in) PROPERTY: 284,983 SF 6.5423 ac PROPERTY WETLANDS: 7,300 SF - l � BUILDABLE PROPERTY: 277,683 SF 6.37 ac ESTIMATED AREA OF '•, �� 12,000 SF GROUND DISTURBANCE: a i HOUSE PERMIT(APPROVED) AREA LOT COVERAGE: \�m1ST.FL.HOUSE ENVELOPE: 1,631.4 SF 0.59% •� / O/� 2ND FL.OUTSIDE ENVELOPE: 47.4 SF 0.02% 72i.2 mm 1 �.\ �/� GARAGE: 780.0 SF 0.28 128.6 In] _ _ _ NORTH-WEST LNDG 1: 40.0 SF 0.01% Q`' STAIR: 46.4 v EDGE OF WETLANDS SF` f NORTH-WEST LNDG 2: 15. SF 0. '% r w ^ ,�' 6.3O NORTH-EAST LNDG: 12.0 SF 0.01% BREEZEWAY: 80.0 SF 0.03 p� �` 2ND,FL.BALCONY: 234.7 SF 0.08 OUTDOOR SHOWER: 16.0 SF 0.01 �1 :Z02 E� - !�_ RAISED PATIO: 560.3 SF 0.20 ' y o 0 I STAIR: 30.2 SF ZA MORJ�� \ ``� a��22� I� / CHIMNEY: 11.5 SF \ Q�� O� \ 0 ,emu BILCO CELLAR ENTRANCE: 42.2 SF 648 mm _ 1232 mm VQ u* P / t 48.5 41 � Z 100'SETBAZk AC MECHANICAL UNITS 25.0 S [26.5 i��,] in, o O ) 3�� t PATIO ON GRADE: 3,367.6 SF LEFT SIDE VIEW FRONT VIEW 4 V- 'y .S` / O.D.KITCHEN: 36.0 SF / y Oar/ POOL: 648.0 SF 0.23% o Jv y y y ts, v� o �� / j/ L 1y/ t SPA TUB: 100.0 SF 0.04% PROPOSED 2 4 kw GENERATOR �Q �,� t ��o �, y �, HOUSE DRIVEWAY: 8,000 SF - CONCRETE TO REMAIN: 498.0 SF NATURAL GAS \�4 �� .s V�� ����� y t y TOTAL: 19,977.1 SF 1.51 % 4`cL'S O �� _ / .^? /., y PROPOSED n O Q 4 Y t n lam( n \ �(� (�O •t BARN: 2,016 SF 0.73% W �-`r G� v Vc 5�(�A ti Y y y �c�QJm Oj0/ �� y COMBINED TOTAL: 22,371.1 SF 2.24% O / ,/ / y Q METES AND BOUNDS: SURVEYOR: KEN WOYCHUCK O J / ,/ DATE SURVEYED: NOVEMBER 8,2024 v �/ ��r „ y � � y \`•�� SCTM: 1000-97-02-9.1 FLOOD ZONE: AE 6 X oti ELEVATIONS REFRENCE: NAVD 1988 ,tiF O�QFi y y y y y t WAtf0.l1 EP0.GM }�} _(DWF �`m `U ' y"Al-All 11y/�' y r '� STORM WATER MANAGEMENT DETAILS ` SEPEI-ION r - / / t N"ND0.YWFLIS -` ND ATE0.LINE , �,1 _ /O A 5'i0.OM ' T y \ OnLR LINEE ✓ k� 100%RUNOFF AT DRYWELL DRYWELL 0 �,b G' -Yr / y y y 0 \ LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY: E DW 1 � Fyi oQd�p���� - � y NEW BARN ROOF: 2,320 SF 387.4 (2)8'dia.,5'deep 211.3 CF ea Q� ' /, y Y y O �rL' r / A / >' j/ ' A. , // !09 �Nv / � �� O Q ,- \� a.TPa. OGEE GUTTER- STANDARD 5" () `a O NOTES: O 1).EXECUTION: f= V oPa " // .� A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.kw ^ v, umrtv ei // 0) y t V/t�I� ; '�3 ,� i "", j/•/ / . .�1. t .� 2).PREPARATION: � Q+ rW� ff�� A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. r-+ O ♦ h' • /�%' ' y �' 1�� / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURIE FOR U 3g `1 • • ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. M J r y C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR O d O J rrr111 r O METALS WITH PROTECTIVE BACKING PAINT, d- r, t N M u )o' r `" �I,;' �1 r �/ y 3.INSTALLATION: • ' / / �] A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. O 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. U i 32 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. N t a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. y B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT " W`/ ^L CONNECTORS. / C /y y 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL UNDER r / �/ r CONNECTION WATERTIGHT. j' SS NS7UCTI N DRY WELLS TO BE 10 MIN, 4).PROTECTION: y �� AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. ' e B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL o.oP COMPLETION. y t �' y y '� O� o y T .O c 0,7 N / y t w N v 0 r V y y y UNDER y / y G1 ml` CONSTRUCTION, , `` / / t ?/ X Ln - , Ocn ��•' ' - L ,' r O 1' y � � O � Y ���•//_ ' ,' -'/' , ^�a?� / Ot OLy �/ 18'-0"MAX. C.toC O ,/ ,/ `\ /1 a P \� 1y OT' / �� / t \ GRADE LL F y O r 4MI Ln U / y y t 7' l F CIJ �/ y f e Y Y aF �F 6 � GO y y yf o W / %� `��' y y O��J PERSPECTIVE VIEW O \ ( 36" MINIMUM 2 x 2 / . .T•-,tN., ' "� ` ., O � ��� FENCE POST--I III V • t Q Q u WOVEN WIRE FENCE �9 (6 x 6 10/10 WWF) �O `` 15 ��✓� FILTER CLOTH N s .6 Q'-� o Op �\ �A ® ' . '� ���'�� �^ PROPOSED SITE PLAN G c �p SCALE: 1" = 50'-0" EMBED FILTER CLOTH \\ �tV j�Q��, MIN. 6" INTO GROUND Z h��v ' FBI EE \ d' d . ... �� NOTE: , Q MAXIMUM DRAINAGE AREA Qt� Jk Q� 1/2 ACRE / 100 LINEAR FEET o� \�'�'' ' G SECTION DETAIL O� SILT FENCE DETAILS O J T Q DRAWN: MH/MS SCALE: JOB#: 3/20/2026 SHEET NUMBER: S ~ S- 1 < J ' REVISIONS: VERIFY EXISTING 7 �' WATER LINE FROM ,\ WELL.MAINTAI O t - `` 4, SFPER EIC ANRk�H NYS CODE A �+HDS01 y MAINTAIN 10' SEPERATION WITH DRYATER LINE LS / o / AND WATER LINE AND 5'FROM / UTILITY LINES / I DWI ,- E/ pQpS�C �'/ 1� 7 V i TOP SOIL V � LOCATROlASHOUT , VERIFY EXISTING • D\�� AND PROPOSED ' / y✓ '`/v^] UTILITY LINES Y .6' 0 co -Illy / \ ' y o ` A'•' '�""n n 1 NI,- W ' 1 DWI I srnlurt Q( � 1A5 A( c I (� / O O7•• �� Gn\b I �, / I y o � UNDER (n © NSTRU_CTI N I DWI r ,' ........ (D © (ON ai,;1 � 2' PROPost D =t I ,CATIc)N I 2 SlY HOUSF 2 0' � Z I / y v / �'� s UNDER ''' , / CONSTRUCTION 4 I D\v ` y "Flu RAISE nTICA / Ix / •/ ono �[ o \ y \ rim 0-00 A Li ���. m Ov so \ Al )N I tp "`w. .�+ -J • OIL �/ ,� \ �G�` �. X S .O w / I \ w � �• \ 4 Z. � w3 � � w \ JQ oo �- -Z' • �,Q\ \ I \ \ I - ter, � �/ N Q� O `� o Nam' �� PARTIAL SITE PLAN �p \X TER k \ O Q' 4 SCALE: 1" = 30'-0" 75 off, °•� �,� �� , ``•;I \ \ At DRAWN: MH/MS SCALE: I T OQ� JOB#: 3/20/2026 \ ► SHEET NUMBER: ® \ S- 1 a REVISIONS: XX/XX/XX FOR FILING r ® a0C, E3ARN FOUNDAT ON E34466 MAIN BOAD - C__1UTC,1H00UE1NEW �OR< I I � 55 1�R�4WIN6 INCeX COM IWORMATION PROJECT INFORMATION Mlnlnn Uhtforml VlstrbAod LNe Loads � Table RB01.5 Southo Al TITLE SHEET,FOUNDATION PLAN,SECTION,DETAIL AND NOTES All work shall comply with the 2025 New York State Uniform Fire Prevention and Building Code and the New York State y SUBJECT Energy Conservation Construction Code. STATE NEW YORK use LIVE LOAD DEAD LOAD PROPERTY 2025 Residential Code of New York State COUNTY SUFFOLK COUNTY 2025 Building Code of New York State TOWN TOWN OF SOUTHOLD Exterior Balconies 40 psf 10 psf 2025 Plumbing Code of New York State SITUATED IN GUTGH06UE Decks 40 psf 10 psf i 2025 Mechanical Code of New York State Peconic OWNER BRZOZOW5KI 2025 Fuel Gas Code of New York State ADDRESS 34466 MAIN ROAD Passenger Vehicle GARPORTs 5o psf as per plan 2025 Fire Code of New York State r 2025 Property Maintenance Code of New York State CUTCHOCGUE, NY 11a35 ATTICS without Storage 10 psf 10 psf 2025 Existing Building Code of New York State (froralterations/renovations) ZONING INFORMATION R-80 ATTICS with Storage 20 psf 10 pep 2025 Energy Conservation Construction Code of,New York State SECTION el'1 ✓ Referenced Standards: BLOCK 2 ROOMS other than sleeping rooms 40 psf to pep •ASHRAE 90.1-2019 (Where Applicable) LOT 01.1 Sleeping Rooms So psf 10 pep • ICC A117.1-2017 Accessible and Usable Buildings and Facilities ' All work shall comply with all applicable local laws, ordinances, and requirements of the town of Southold DISTRICT 1000 Stairs 40 psf 10 pep 25 OCCUPANCY CLASS BARN TABLE R901.� (I) LOT AREA 6.64 AGARS Guardrails and Handrails 200 psP to POP ' DESIGNER: Architect Mark Schwartz 4 Assorlotes ROOFS : .r LIMIT OF Cutch�gue CLIMATE GROUND WIND DESIGN WIND SEISMIC SUBJECT O DAMAGE FROM WINTER GE SHIELD AIR MEAN 254,15 Moln Road, Flat or rise less than 4 Inches per foot (1:9) 16 psP r NDERLAY FLOOD MODERATE Rise 4 Inches per ft. less than 12 Inches per ft. 12 sf 10 sP f ZONE SNOW SPEED TOPOGRAPHICAL DESIGN FROST LINEDESIGN WAS FREEZIN ANNUAL P.O. Box a33 p p LOAD WIND DEBRIS WEATHERING TERMITE MENT HAZARDS a� (MPH) EFFECTS REGION ZONE ATEGOR DEPTH TEMP REQUIRED ACTION INDEX TEMP PHONE: (631) 'f34-4185 1 VICINITY MAP MODERATE T-i 5CALE:N.T.5. 4A 20 psf 140 NO NO NO B SEVERE 3 FEET I TO HEAVY III YES NA NA 616 52.1 DE FOUNDATION NOTES DOOR OPENING 8'-0" STHD14renuire- @@'mend distance HOLD DOWN BY inimum of STHD14 CORNER 1 7 I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT: when multiple "SIMPSON• NEW YORK STATE BUILDING CODE (NYSBG 2025) used as showners NEW PORK STATE RESIDENTIAL CODE WHERE APPLICABLE used as shown r NEW YORK STATE ENERGY CODE '•..:.. ;. ....•....... •,%.•'•i.i. .�:;•,..; •.y: 'S•y' is i. :. .t ♦• .i: '.s' r..' '«' i •' '\ •1 *. - - - - - - - - - - - .�•'�<' .re ,"; One#4 reber t AGI 318. :h•,. .. .• .:.' 'ti• - - - - - - - - - - - ,� ''• or PT cable %. In shear cone AISC 560Lo Q :;s: •• 2Xle min.or24^ TM5 402/602 WHERE APPLICABLE O 0) (n CORNER HOLD DOWN(TYP) I 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING SITE CONDITIONS ►-+ �? PRIOR TO CONSTRUCTION. I 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL SOIL OR APPROVED Q� Q W z COMPACTED FILL. 0 Z • Min. �• •End • • : O O Z !'•• I _ reberlength stmha�' 4. MINIMUM ALLOWABLE SOIL BEARING CAPACITY Is 2Xle 1,500 PSF PRESUMPTIVE LOAD VALUE UNLF-55 OTHERWISE VERIFIED BY Z LLI m p Q from comer) 6EOTECHNI GAL REPORT. Q O I = 5. ALL ORGANIC MATERIAL, TOPSOIL, FROST, LOOSE 501L, AND UNSUITABLE Q Ur CORNER HOLD DOWN MATERIAL SHALL BE REMOVED PRIOR TO PLACEMENT OF FOOTIN65 OR SLABS. EXCAVATIONS SHALL BE PROTECTED FROM WATER ACCUMULATION AND FROST (C°o I '41 ` PRIOR TO CONCRETE PLACEMENT. 19T 0I•- O 6. BOTTOM OF EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 56 INCHES M BELOW FINISHED GRADE OR BELOW LOCAL FROST DEPTH REQUIREMENTS. Z) I 1. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: U ELEMENT COMPRESSIVE STRENGTH FOOTINC75...............................5000 PSI ® 28 DAYS FOUNDATION WALLS..........5500 PSI SLAB-ON-6RADE................4000 PSI 8. AIR ENTRAINMENT SHALL BE PROVIDED FOR EXTERIOR CONCRETE EXPOSED TO FREEZE-THAW CONDITIONS. ZTYPICAL GARAGE SLAB: g CORNER HOLD DOWN aWI�THI ACIR318G BARS SHALL BE DETAILED AND PLACED IN ACCORDANCE 6" P.G SLAB MINIMUM CONCRETE COVER SHALL BE: bxb 10/10 W.W.M AI SCALE: N.T.S. B" AGAINST EARTH 4" COMPACTED POROUS 2" FOR FORMED SURFACES EXPOSED TO WEATHER O I GRAVEL ( I l9 1-1/2" FOR INTERIOR SURFACES W WE Z b" CONCRETE SLAB TO BE POURED INSIDE FILL (,15% LL I I Z 10. ALL ANCHOR BOLTS SHALL BE ACCURATELY LOCATED USING TEMPLATES rMi c E Z I BARN AFTER STRUCTURE ERECTION. PROVIDE wz PRIOR TO CONCRETE PLACEMENT. x COMPACTED) w CONCRETE APRONS AT ALL DOOR OPENINGS I (L II. PROVIDE NON-SHRINK GROUT BELOW ALL STEEL COLUMN BASE PLATES. CO° M CO O Q- (MIN.3,500 P51 CONCRETE) O 0 (TYP. AT ALL DOOR) 7 I O 12. SLAB-ON-GRADE SHALL BE: M ! I �G ( 0 � � 0Lo m - QC I I I I IX MINIMUM 4 THICK UNLESS NOTED OTHERWISE d } � OO I REINFORCED WITH WWF OR REBAR AS INDICATED Z Q I Q 15. O 0 = co L PLACED OVER 4" MINIMUM COMPACTED GRANULAR FILL. cu 6E PROVIDE MINIMUM 6-MIL POLYETHYLENE VAPOR RETARDER BELOW INTERIOR � o, cv ( I CONDITIONED SLABS IN ACCORDANCE WITH ASTM EI'145. 0 0 14. R-10 FOR 2 FT MINIMUM TYPICAL FOR HEATED SLABS N'ERIFY WITH ENERGY 5 o Y COMPLIANCE PATH) Lo 0 a E 15. ALL FILL MATERIAL BELOW SLABS OR FOOTINGS SHALL BE COMPACTED TO A � c MINIMUM OF 015% STANDARD PROCTOR DENSITY. 16. CONTRACTOR SHALL COORDINATE ALL UNDERGROUND UTILITIES, DRAINS, AND N w SLEEVES PRIOR TO FOUNDATION CONSTRUCTION. I'7. PROVIDE FOUNDATION DRAINAGE SYSTEMS IN ACCORDANCE WITH �. NYSRC/NYSBG WHERE EARTH RETAINS ENCLOSE HABITABLE OR USABLE SPACES BELOW GRADE. 18. FOUNDATION WALLS RETAINING EARTH AND ENCLOSING INTERIOR SPACES BELOW GRADE SHALL BE DAMPPROOFED OR WATERPROOFED AS REQUIRED BY :;'• CODE. E1111111111111111 Icl. CONSTRUCTION JOINTS AND CONTROL JOINTS SHALL BE LOCATED AS SHOWN OR AS APPROVED BY ENGINEER. 20. DO NOT BAGKFILL FOUNDATION WALLS UNTIL CONCRETE HAS ACHIEVED O A EQUATE STRENGTH. TYPICAL FOUND, CONSTRUCTION: I�'�� O �'• �: Oi 21. ALL STRUCTURAL STEEL COLUMN BASE REACTIONS, ANCHOR ROD FORGES, I 8 POURED CONCRETE WALL KEYED _ TO I6"x8" DEEP POURED CONCRETE = AND FOUNDATION LOADS SHALL BE VERIFIED WITH FINAL STEEL SHOP DRAWINGS. FOOTING REINFORCED W/ (3) #5 I 22. ANY DISCREPANCIES BETWEEN DRAWINGS, FIELD CONDITIONS, OR STRUCTURAL }. REBARS CONT. IN FTC. (TO BE MIN. ELEMENTS SHALL BE REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION. N 3'-O" BELOW GRADE) I �';' 25, SPECIAL INSPECTIONS SHALL BE PROVIDED AS REQUIRED BY CHAPTER 1'I [..� OF THE NYS BUILDING CODE 2025 Q 24. PROVIDE TERMITE PROTECTION IN ACCORDANCE WITH NYSRG SECTION R318 Q WHERE APPLICABLE. 1 .1 t .., -1..• .1. .t.. ia• rh 56'-O" r2"'-N f=OUNDATON PLAN AI SCA�LE: 1/4" = P-oil i ,A � t"A`�W DRAWN.LS SCALE:AS NOTED ��^ •�� �"�•✓� �•�,.,�;�,� JOB#: 26-0011 DATE: 05/14/26 SHEET NUMBER: PERMIT SET