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Home My WebLink About51848-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51848 Date: 04/21/2025 Permission is hereby granted to Nicholas B Farmakis One Gracie Ter 1B/2B New York, NY 10028 To: Construct a porch addition with overhang to an existing single-family dwelling as applied for, Premises Located at: 230 Greenway W, Orient, NY 11957 SCTM# 15.4-17 Pursuant to application dated 03/13/2025 and approved by the Building Inspector. To expire on 04/21/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $277.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $377.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT fi Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 )7tt :# ww.soLitlioldtownri , roy Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. I Building Inspector;.. M,0 2 ' Applications and forms must be filled out in their entirety. Incomplete Building Department applications will not be accepted. Where the Applicant is not the owner,an Town Of Southold Owner's Authorization form(Page 2)shall be completed. Date:02.21.25 OWNER(S)OF PROPERTY: Name:Nicholas Farmakis SC-FM# 1000-15-1-17 ProjectAddress:230 Greenway West, Orient NY Phone#:9179027205 Email:nfarmakis@savills.us Mailing Address:One Gracie Terrace, 1 B New York, NY 10028 CONTACT PERSON: Name:Nicholas Farmakis MailingAddress:One Gracie Terrace 1 B New York, NY 10028 Phone#:9179027205 Email:nfarmakis@savills.us DESIGN PROFESSIONAL INFORMATION: Name:Brooke Epperson Mailing Address:10200 Main Road 3A, Mattituck NY 11952 Phone#:6316039092 Email:beppersonam parch itect.com CONTRACTOR INFORMATION: Name:Steve Schroeder Mailing Address:5880 Main Bayview Road Southold NY 11971 Phone#:5164293456 1 Email:stevsch@optonline.net DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 6000 Will the lot be re-graded? ❑Yes W No Will excess fill be removed from premises? ❑Yes No 1 , lj/ d/ 11, �� 1, Y , t o I / Y i 'r, �„_,,� 0 DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 03/12/2025 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Debra Simicich NAME: Roy H Reeve Agency,Inc. PHONE . (631)298 4700 Ne298-3850 PO Box 54 E-MAIL dsimicich@royreeve.com ADDRF,'SS:: 13400 Main Road INSURER(S)AFFORDING COVERAGE NAIC# Mattituck NY 11952 INSURERA: Utica First Ins Cc _ 015326 INSURED INSURER B: Steven Schroeder Home Improvement LLC INSURER C: 5880 Main Bayview Road INSURER D INSURER E Southold NY 11971 INSURERF: COVERAGES CERTIFICATE NUMBER: CL2461421283 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. II L'R TYPE OF INSURANCE IN D WVg POLICY NUMBER MtM/ppIYYXY MMIDD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISE'S.. urreauco $ 50,000 MED FXP(Any one person) $ 5,000 A - ART3000464860 06/12/2024 06/12/2025 PERSONAL&ADV INJURY $ 1,000,000 G.EN'LAGGREGATELIMITAPPLIESPER: GENERAL AGGREGATE $ 2,000,000 J I 1 ECT_ 2,000,000 POLICY V_.-.N PRO LOC PRODUCTS-COMPIOPAGG $ OTktER'. $ AUTOMOBILE LIABILITY COMBVN'EO SINGLE.L9h11T Ea ar�kd.avC $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PRO''PERT'YDAMAGIE $ AUTOS ONLY AUTOS ONLY Per e'oddept UMBRELLALIAB OCCUR EACHOCCURRENCE $ EXCESS LIAB CLAI HMS MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PERI OTH- AND EMPLOYERS'LIABILITY YIN STATUTE R ANY PROPRIETORIPARTNERIEXECUTIVE NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under 11 DESCRIPTION OF OPERATIONS below E.L.,DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Nicholas Franikis ACCORDANCE WITH THE POLICY PROVISIONS. 230 Greenway AUTHORIZED REPRESENTATIVE Greenport NY 11944 t @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD "'bP #-51 IB 9 S - essoR� SITE PLAN HATCH KEY: S PROPOSED BUILDING ADDITION CL ® PROPOSED ACCESSORY STRUCTURE Q FA s' ® PROPOSED 2ND STORY uW J couj Q +-' N O � sn ' . "d O +I ` _ a ,'at� '~`"" ' 1 " �„p •�r v " : ~,,' •i--r �• O ^, Z Lo co n r J V ` F > O O � b .j I s,�-�'a't-. ✓,�,` hf�'.t_� .F ` �* .N $ ra.,,Q 1 g yr. _ e ' '�. �. �, a^"`` ,.at'y G• 'r k.w �:+g'w a.l�-xL�:..+}� P • �� 1e r F ' 5 i. n x 4 a •' `q °; � Y m+v..`gypp cu ...!i�..,.a .,,..w..�.,v'.�._.. _ _ >�.,.u.,...,... ..,a....':.dr:......:..,..�"�.a , ;'a' . .<..,,_...«_4....:::i .,.....m.. w<d._�...m.a..._. .. .._ L.OG T I ON MAF n�n `` SCALE: NTS W I� PRO�EGT SCOPE : PAOE <E� : - PROPOSED ON ORADE 5LUESTONE PATIO KITH ENTRY STEPS C5-001 .00 PROJECT LOCATION &SCOPE AND LAND I NO SITE PLAN & ZONING DATA - PROPOSED EYE5RON PEROOLA A50VE PATIO 162AO' O-OO2 ,QQ GENERAL NOTES ENERGY TABLE WOOD WIRE PENCE p PRO I E�`� �A 7 A v� �I I I STRUCTURAL DESIGN CHARTS m_ rj—QQ�,QQ HOLDOWN, ANCHOR BOLT, STRAPPING, & NAILING DETAILS z , � I PROJECT / ZONING DATA FASTENING SCHEDULE Iw 0 TAX MAP # 1000-15-I-17 I / A- 02 .00 PROPOSED FOUNDATION PLAN v ZONING DISTRICT R-40 NG PROPOSED FIRST FLOOR PLAN LOT AREA 0.5 ACRES Ll A-201 .00 PROPOSED EXTERIOR ELEVATIONS LOT COVERAGE DESIGN DETAILS W 6 SOUTHOLD TOWN CODE 2&0-1'7 0 50' REAR S_ET5AGK _ _ _ — — V I - - - �— I DESCRIPTION (FOOTPRINT) AREA Y LOT COVERAGE SCREENED PORCH TOTAL LOT AREA 21A52.7 S.F. ui 45.0' 43=0' EXISTING 2 STORY FRAME HOUSE 2,16o.0 S.F. 10.0% �- 75.0' o QEXISTING SCREENED PORCH 552.0 S.F. I.690 m m PROPOSED PORCH AND STAIRS 133.0 S.F. 0.690 PROJECT: N w Lu p w w TOTAL AREA OF ALL STRUCTURES 2645.0 S.F. 12.29b FA R M A K I S 2 STORY FRAME HOUSE N uw- MAXIMUM LOT COVERAGE ALLOWED: 20% STONE PRIVEWAY I � FRONT PORCH K 25.0' 18.0' .� 32 O' u�i PROP. p ZONING REGULATIONS MAIN BUILDING �� - - - - 2 SOUTHOLD TONN GORE 280-17 230 GREENWAY 40' FRON7 SET5AGK IiN - - OVERHANG- ., r I7.8' PROP. � �� EXIST. PROPOSED COMPLIES WEST ORIENT STAIR AND GRADE PROF. ON LAND ING �, DRAWING TITLE: MIN. FRONT Yr�}RD 40.0' 40.5' 40.5' YES PATIO PROJECT LOCATION & SCOPE XIS MIN. SIDE YARD 15.0' 43.0' 43.0' YEs SITE PLAN & ZONING DATA ►n 5.T 4 MIN. COMBINED 51 DE YARDS 55.0' 88.0' 88.0' YES 3 MIN. REAR YARD 50.0' 50.1' S0.1' YES � O O N PAGE: (V Z � G-00loOO NI3°32'40"W 162.a7' O REENI�I�Y NEST � DATE: 02/11/25 1 OF 5 SITE LAYOUT NOTES: ' 0 � I. THIS IS AN ARCHITECTS SITE PLAN 15SUBJECT TO SURVEYOR. HE (INFORMATION FICATION BY A LICENSED REPRESENTED ON THIS SITE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. �� ''if p 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED 07/14/00 AND N PREPARED BY: �` ®�7 dC3 ®� JOHN C. EHLERS ��0 Air, A 6 EAST MAIN STREET FIA RI VERHEAD, NY 11101 5 1 TE PLAN }�1 631-369-8288 l"'t1 V SCALE: 1" = 15'-0" NOTF-5 $ 5FE0I F I GATI ON5 A55REV I AT 10NS IT 15 THE CONTRACTOR'S RE5PON515ILITY TO KEEP TH'5 CONSTRUCTION DOCUMENT BINDER TO&ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, BD. BOARD [INSUL. I INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK BFE BASE FLOOD ELEVATION INT. INTERIOR Q GENERAL FOUNDATION, CONCRETE, AND MASONRY CARPENTRY BLDG. BUILDING KIPS (I000 LB5) 0 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 515) UNLESS LIJ APPLICABLE BUILDING DEPARTMENT. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE OTHERWISE NOTED. BM -� BEAM MANU. SPEC.'S MANUFACTURER'S 5PEGIFICATION5 ui SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF J m 1. 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 2• ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN B.O. BOTTOM OF MAX. MAXIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXI5TIN6 8" MIN. FOUNDATION EXPOSURE. Q +' N STRUCTURE/SITE SHALL BE FIELD VERIFIED EY GENERAL CONTRACTOR. 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL BOT. BOTTOM MEGH. MECHANICAL c Lf) 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO � b7 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" B.O.W. BOTTOM OF WALL MIN. MINIMUM .-- AND AUTHORITIES HAVING JURISDICTION. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. } 0 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1988 ��+ 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OTHERWISE NOTED 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR L Z 0 OF THE OWNER/BUILDER EQUAL. COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE 0 � 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65, U.O.N. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN .� u) C� 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS FLOORS, ROOFS, AND WALLS. CONT. CONTINUOUS O.G. ON CENTER C - N SHALL BE CLARIFIED WITH THE ARCHITECT/ENOINEER BEFORE PROCEEDING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS i WITH THE WORK. UNTIL 151 TIER OF FRAMING 15 IN PLACE. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, D D BL. OUBLE OGC. OCCUPANCY .0 O m � C9 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE '1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. U.O.N. DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION N p CO UNLESS APPROVED BY THE ARCHITECT/ENCINEER' "1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING Q o O 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED DIM. DIMENSION P. GONG. POURED CONCRETE 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS SOLID WITH CONCRETE.BEFORE THE START OF FRAMING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. D.J. DECK JOISTS PL. PLATE 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003, q• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 8. DRY WELLS A5 REQUIRED BY STATE AND LOCAL GORES. EA. EACH PLYWD. PLYWOOD 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 P.T. 9. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE DAYS OF 4,000 P.5.1., U.O.N. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE ELEV. ELEVATION P.T. PRESSURE TREATED 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH ON PAGE 6-005. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND EQUIP. EQUIPMENT REQ'D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EXIST. EXISTING Ri RISER 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. APPLICABLE. 70 AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. U (1) WALL TIE PER(5) 50. FT. NAILING AS PER FASTENING SCHEDULE ON PACE G-005 AND GLUED, U.O.N. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER - 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS �„ RESPONSIBLE FOR DESIGN INTENT ONLY. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR FAR FLOOR AREA RATIO STL. STEEL (W� ] MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. APPROVED EQUAL. 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. F.A.V. FRESH AIR VENT S.V. SMART VENT 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL FROM FOOTING TO 2 ABOVE FINISH GRADE. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. FF FINISHED FLOOR TBD TO BE DETERMINED ■ TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS BROOM GLEAN. OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEGT/EN6INEER. NO EXCEED 5'-O" AND AT EVERY &-0". FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.J. FLOOR JOISTS THK. THICK U 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERA 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES IT. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY G-003. AND ORDINANCES. ARCHITECT/EN6INEER. FOUND. FOUNDATION T.O.W. TOP OF WALL Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS /r I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND NECESSARY. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD < THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER WHERE EVER APPLICABLE. FR. FRAME TYP. TYPICAL COMPLETION OF PROJECT. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. n` 19. UNLE55 OTHERWISE INDICATED,ALL FOUNDATION FOOTIN65 ARE TO BE A I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. FRPR. F UN IREPROOF U.O.N. LESS OTHERWISE NOTED 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. Q ARGHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING CONCRETE SLA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. FLOOR SHALL NEVER EXCEED A 16" SPAN. FTC. FOOTING PERT. E VERTICAL ATTORNEYS FEES ARISING OUT OFS OR RESULTING FROM THE PERFORMANCE OF IQ. AT ROUGH OPENlNC75 PROVIDE ALL APPLICABLE NAILING AND STRAPPING GYP. BD. 6YP5UM BOARD V.I.F. -� VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM',, DAMAGE, L055 OR EXPENSE (A) 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS PER PAGE 6-003. IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8' H D. HOLD DOWN v. WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK DEEP 4 3'-O" BELOW GRADE. 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (T IS CAUSED IN ACCORDANCE W/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD HDR HEADER WD. WOOD IF WHOLE C IN PART U ANY NEGLIGENT ACT OR OMISSION OF THE TREAT LUMBER W/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY METAL BY REPEATED BRUSHING, DIPPING, OR 5OAKIN6 UNTIL THE WOOD HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, PARTY INDEMNIFIED HEREUNDER. CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER HOR. HORIZONTAL MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLA5HIN6, ANCHOR BOLTS, I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILMO, PLACING ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING. APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS A. TRUSS JOIST MGMILLIAN 1.9E MIGROLAM AND SPECIFICATIONS WILL NOT BE PERMITTEIO WITHOUT WRITTEN B. 6EORCIA PACIFIC 2.OE 6-P LAM AUTHORIZATION OF THE ARCHITECT/ENGINEER:. P5L (PARALLEL STRAND LUMBER) DENOTES: A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM I9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS ALL TO BE INSTALLED AS PER MANU. 5PEC.'s NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS PERTAINING ARE TO BE FIELD VERIFIED. 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN6 BUILDING CODE, 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. CODE EVALUATION REPORT. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL SPECIFICATIONS, UNLESS NOTED OTHERWISE. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. COPYRIGHT PROTECTION ACT OF 1990 (AWCF'A), WHICH HAS SEVERE PENALTIES 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE GENERAL WIND PROTECTION CONNECTION NOTE°5: MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF ADAPTED FROM STANDARD FOR HURRICANE FZE515TANT RESIDENTIAL THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED CONSTRUCTION;55TO 10-99 AND 2015 550 H16H WIND EDITION WOOD FRAME HOLES SHALL NOT EXCEED 405G OF THE ACTUAL STUD DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. Z CONSTRUCTION W I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM IS USED. THE 00 N CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTEING DEVICES NOT U INCLUDED IN THE STANDARD BUILDING GODS, SECTION INO OF IBC SHALL NOTES, AND TABLES ON PAGE 6-005 4 6-004. THE FASTENING SCHEDULE BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEC.'s). DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. Q 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 26. COLUMN BEARING AS FOLLOWS: WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL W/ END GRAIN SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE T S E R50 .-I PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. WALL W/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. ALLOWABLE DEFLECTION OF 57RU07URAL MEM5ER5 PROJECT: SECURE w/(2) 1/2" 0 ANCHOR BOL75 (4" LONG EXPANSION BOLTS ® GROUND SNOW LOAD 25 1-55 5. RIDGE STRAPS SHALL BE ATTACHED TO 'EACH PAIR OF OPP051N6 EXIST. WALLS 4 12 LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY RAFTERS EXCEPT WHERE COLLAR TIES OF NV' OR 2"x4" LUMBER IS POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" ALLOWABLE FARMAKIS LOCATED IN UPPER THIRD OF ATTIC, SPACE AND ATTACH TO EACH PAIR OF WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 150 MPH RAFTERS. HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE FRONT PORCH IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, L/I80 U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.).4" BENT PLATE 8" LONG W NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B "1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY W/6" RI5E 4 W/ (2) 5/4"(D BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 16" WITHIN 4' OF EXTERIOR CORNERS. SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. INTERIOR WALLS 4 PARTITIONS H/150 6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED WEATHERING SEVERE 230 GREENWAY TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER FLOORS 4 PLASTERED CEILINGS L/560 FROST LINE DEPTH 3'-O" WEST ORIENT OF AND 5 x3 x� WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN CONGRETE/MASONRY ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/560 ICE BARRIER REQUIRED YE5 GENERAL NOTES CODES AND REFERENCE STANDARD: EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK ENERGY TABLE STATE BUILDING CODE, 2020 NEW YORK 57'ATE RESIDENTIAL CODE, 2020 EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME CONSTRUCTION MANUAL BY THE AMERIGAN I=OREST 4 PAPER A550CIATION 57RJC,7URAL DES I C N LOADS PAGE: (AF4PA) AMERIGAN WOOD COUNCIL (AWG). 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE USE PLUMBING GORE. LIVE LOADj DEAD G-002mOO 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE EXTERIOR BALCONIES 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201"1 NATIONAL ELECTRIC, DECKS 40 psf 15 psf CODE, NFPA-70 AND 2020 NEW YORK 5TA17E ENERGY CONSERVATION DATE: 02/11/25 2 OF 5 CONSTRUCTION CODE. PA55ENOER VEHICLE GARAGES 50 psf AS PER PLAN ATTICS WITHOUT 5TORAGE (MAX CLEAR HOT < 429 10 psf 15 psf a� �`� ,� A 0 O ATTICS WITH STORAGE (MAX CLEAR HGT > 42") 20 psf 15 psfQ ' ,Y»oaf ' A O� ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf �c �� ,�.•' 4 SLEEPING ROOMS 50 psf 15 psf ��` 7 �� C?`�� lyc. �., `� STAIRS 40 sf 15 psf �r� "�.�pl P P I Fl 6UARDRAIL5 AND HANDRAILS 200 psf 15 psf (p 03 �®�') o ROOF LOADIN6 (LIVE = GROUND 5NOW LOAD) 25 sf 12 psf FOR ATTIC p 15 pef FOR LATH. 0 F N 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH A5CE 1-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDONN DETAILS TYF GAL. NAIL_ I NO/STRAf='F I NO REO--U I REMENTS FOR FASTENING SGHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U F L- F T, SHEAR, $ LATERAL_ Y �4 N 1� RE S I S TA N�E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, a- Q BALL STRAPPING TO BE V4"x 20 OAUOE** -- 'SIMPSON" EQUIVALENT - G520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) 0 ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Lu *U5E IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J co HOLDOWN 'A' HOLDOWN 'B' FASTENER SPEC. FASTENER 4- N CONNECTION A NA I NO OR I D DESCRIPTION AND QUANTITY SPACING '� FOR NEW a Ex15T. ROOF GE I L I NO FRAM I NO c FOUNDATIONS AT RAFTER TO RIDGE I.DIM's ARE ALL MIN.s's BASED ON USE OF ONLY A Ibd O ENDWALL ENDWALL ",„..- CONNECTION: COMMON NAIL w/o PREBORED HOLES. � (D (5) 2x FULL (5) 2x FULL CORNER STUD " �^ 2 2.WOOD 15 ASSUMED TO BE D,F,K2 < BTR. IN DRY USE RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER 0 N z O HEIGHT 5TUD CORNER STUD HE16HT STUD ONNEGTED TO "= „� FOR STRAP - 5 8 d* COMMON R.R 2 SERVICE a '� Ln �[ ONNER STUD TO TRANSFER SHEAR NAILS a EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL..) SEE PAGE 6-005 PER JOIST '- r- °�.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL TRANSFER SHEAR "SIMPSON" HDQB �ry • (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL CV HOEDOWN ANCHOR ® 2-Ibd COMMON FOR ROOF SLOPES UNDER 5:12 WITH • • fin HOLE5,SET NEW MEMBER. GEILIN6 JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE CG-005 EACH LAP O O m C4 2-16d COMMON ROOF SPANS OF 24 OR GREATER • • • -� O a-' LOCATIONS NOTED NAILS a 6" O.G. 4 • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED 4 Ln NAILS a 6"O.G. 4 ON PLANS 10" O.G. IF BLOCKED �-. -„ USE 4 5 d COMMON NAILS a EA. / • • • • GEILIN6 J015T LAPS OVER PARTITIONS (FACE-NAIL) ci-I6d COMMON EACH LAP C N O 10' O.G. IF BLOCKED CORNER POST "�.,,� END OF STRAP. �`?• 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO Q 0 a CORNER POST " .�� TIGHTLY BOND THE END OF THE NAIL TO A 40° ANGLE,SEE THE ABOVE ASSUMES A RAFTER "SIMPSON" HDQS GRAPHIC BELOW) COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-005 PER TIE HOLDOWN ANCHOR a SPACING OF 16" O.G.; FOR SPACINGS b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY LOCATIONS NOTED d OF 24" O.G., INCREASE NAILING BY A SE TION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE BLOCKING TO RAFTER (TOE-NAIL) 2-tad COMMON EACH END n ,41. ON PLANS ° FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END W CONNECTION BI 52 AT RAFTER TO TOP PLATE TO STUD i.._ d WALL FRAM I NC HOLDOWN INSTALLATION OPTIONS: • CONNECTION: � �. FOR NEW P. GONG. FOUND.s .'"� 1-1 ° ° FOR STRAP - 3 5 d* COMMON NAILS a EA. TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON PER FOOT HOLDOWN CAST IN PLACE w/7/a"O THREADED ROD -^' • • END OF STRAP. . • U _ FOR EXIST. P. GONG, OR NEWLY CURBED FOUND.'s " • • SIM WHEN IN TOWN OF ISLIP OR NAILING • • TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. 51DE • THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN W CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY ---� BI • • MAX. NAILING GRID ABOVE UTILIZE ' ' STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. JW m ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT SIMP50N #H2A (OR EQUAL) RAFTER TIE " 4—J W (HIGH 5TRENGTH ACRYLIC, ADHESIVE) ~~"~``""~ " HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES FOR TOENAILIN6 - _5 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • FILL TOP 2 COUR5E5 SOLID 4 CAST IN PLACE HOLOOWN U5E SAME TOP or BOTTOM PLATE To STUD (END-NAIL) 2-I6d COMMON PER STUD w/7/a"4' THREADED ROD CONNECTION ~-" .„ _" ; FOR G.J. TO R.R. - a 16 d COMMON NAILS ' REQUIREMENTS FOR --^-""""" - BOTTOM PLATE TO FLOOR JOI5T, BAND JOI5T, U RAISED G.J.'s (WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2-16d COMMON 1� PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW HOLDOWN 'G' HOLDOWN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - at 16 d COMMON NAILS FLOOR FRAMINO FOR NEW 4 EXIST. FOR NEWLY POURED CONNE07I ON G I I$ G2 FOUNDATIONS FOUNDATION a ONE STORY ONLY • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-13d COMMON PER JOIST n, (5) 2x FULL ENDWALL W HE16HT STUD CORNER STUD BRID61N6 To JOIST (TOE-NAIL) 2-5d COMMON EACH END Q ONNECTEID TO TRAN5FER SHEAR ° AT STUD TO FLOOR ASSEMBLY BLOGKIN6 TO JOIST (TOE-NAIL) 2-5d COMMON EACH END "SIMPSON" HDQa (3) 2x FULL -'"" ; ° HOLDOWN ANCHOR 0 2-I6d COMMON 5�1> HEIGHT STUD , •-''r G2 "- ' TO STUD CONNECTION: BLOCKING To SILL or LOCATIONS NOTED NAILS ® 6" O.G. 4 TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK ON PLANS 10" O.G. IF BLOCKED ° CORNER P05T G I FOR STRAP - 3 COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST NAILS ® EA. END OF STRAP I� FOR EA. PLATE TO STUD ABOVE t OR JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST 2-I6d CCMMCN BELOW - _2 16 COMMON NAILS NAILS ® " O. �`� :•• W d BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ROOF SHEATH I NO e d d STRUCTURAL PANELS: a "SIMPSON" 5T DI4RJ GONNEGTI ON DI I$ D2 50LIM INTERIOR ZONE s ad COMMON 6" EDGE / 12" FIELD HOEDOWN INSTALLATION OPTIONS: BLOCKING PERIMETER EDGE ZONE tad COMMON 6 EDGE / 6 FIELD m EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s UP TO el" RAKE OVERHANG HOEDOWN CAST IN PLACE w/'i/t3"(P THREADED ROD „,„•"�,,,,.W.•„-•"""'"" ; • FOR EXIST, P. GONG, OR NEWLY CURfZED FOUND.'s zil.. ; ;;IAT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO 1/5"4' THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(S) CONNECTION: D2 CONCRETE w/ "SIMPSON" SET (HIGH 5TRENGTH EPDXY ,� 1/2" MIN. --•---•--' ADHESIVE), 4 FOR TEMP.'s O°F-•40°F USE "SIMPSON" AT FROM ° ° FOR STRAP - 3 8 d* COMMON NAILS a EA. I GYPSUM WALLBOARD 5d COOLERS -I" EDGE / 10" FIELD (HIGH 5TRENOTH ACRYLIC ADHESIVE) ONE #4 ' SPEGIF�D ON D I �"`„"• END OF STRAP (WRAP STRAP UNDER SILL PL.) FOR EXIST. /NEW G.M.U. (GONG. BLO TYP• FOUND. NOTE WALL SHEATH I NCB FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN �' o ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/7/8"4' THREADED ROD 2 I6 d COMMON NAILS M STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD d ALTERNATE CONFIGURATION - ABOVE STUD TO FLOOR CONNECTION w/ # LPT4 SIMPSON (OR P.STRAP w/(3) 6YP5UM WALLBOARD '7 5d COOLERS " EDGE / 10" FIELD N NA LINO/S7 RA��I NO @ K NDON/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES _- � - �``" �. of A.STRAP TO�`D w ALTERNI ATE USER FLOOR SHEATH I NC (SUBFLOOR) E NOTATION: SIMPSON H2.5A) O U A - NUMBER OF ad NAILS ® EA. END OF 5TRAPPIN6 (2018 WFGM,TABLE 51,P. 1611) GONNEGTION E „.."" STRUCTURAL PANELS: B - NUMBER OF 51LL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.2315,P. 2011) -- "" 1" or LE55: tad COMMON 6" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS a EA. 51DE OF HEADER (2015 WFGM,TABLE 5.230,P. 292; �_ .•••-„„'" ; GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD ALTERNATE AS PER TABLE 3.23D,P. 2415) • D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE """"„ • D (2018 WFGM,TABLE 3.7, P. 18a) I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A E - NUMBER OF JACK STUDS ® EA. END OF HEADER (201a WFGM,TABLE 3.22F,P. 288) ° AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 'REDUCED. Q F - NUMBER OF I6d NAILS, END-NAILED THROUGH SIDE PLATE(5) CONNECTION FOR ADJACENT JACK STUD TO END OF 51LL(S) ® EA. EXAMPLE, IF WALL 5HEATHIN6 IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G °° ° a SHEAR CAPACITIES NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED OR (DOES NOT APPLY TO DOORS) (201a WFGM, TABLE 5.5,P. Iql) d ° .d SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: �'° ° e ° ° d° ° 2 - WHEN WALL 5HEATHIN6 IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 b d* COMMON NAILS a EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I60, NAIL PER FOOT. -" ° e ° END OF STRAP (WRAP STRAP UNDER SILL PL.) 3 - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' oN EACH FARMAKIS FASTENING SGHEDULE B ""—"�." e d e SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE d° F ROUGH OPENING FRAMING REQUIREMENT5 FOR WINDOW/DOOR OPENINGS µme`~- w. e 9 FOR EA. PLATE TO STUD ABOVE $ OR BELOW - USED. FRONT PORCH (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 201a EDITION) """ „""0 2 16 d COMMON NAILS '4 NOTATION SIONAOE FOR TRUSS TYFE, PRE—ENOINEERED ROUGH p` B G D E F WOOD, AND/OR TIMBER GONSTRUGTION OPNG THE FOLLOWING 51GNAOE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 230 GREENWAY 2'-0" 2 1 1 I 1 1 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE WEST ORIENT RE5IDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 4 1 2 2 2 2 Sfi=L. I G I NO O TOi� i�L.AT OABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE BRAGINO/STRAFFINO AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) 2"xIO" HDR (MIN) U.O.N. 6'-O" 5 1 3 5 5 3 �� FOR RAKES 12"OR (5) - REQUIRES SILL PLATES OF 2 x6 ('N11N.) TOP PLATE BLOCKING 2 LESS PROVIDE HOLDOWN ANCHOR BOLT b'-o" 7 2 5 4 4 4 SPLICE �{ BAYS BACK m CONSTRUCTION TYPE DESIGNATION SHALL ' LENGTH I TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 4'-0° O.G. TO ALOCKIVE RAKE O.H. BE "I" "I I", "III" "IV", OR "V" TO INDICATE STRAPPING & NAILING DETAILS FOR WIND - EXPOSURES B$0 - FOR WIND - EXPOSURES B40 - , ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLA551FIOATION OF FASTENING SCHEDULE -f-F N \ H'__ N I THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM 5PLIGE',2''4 BUILDING MINIMUM SPLICE THE NY5 BC. DIMENSION (FT) LENGTH (FT.) DIMENSION (FT) LENGTH (FT) TYP. STRAP w/(5) ad NAILS EA. END DESIGNATION FOR STRUCTURAL PAGE: 12'-0" 2'-0"l2'-b" 12'-O" 3'-0" OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, ANC;�40R BOL,.T Si��G I � GATT ONS 16'-0" 3'-0"/3'-a" 16'-0" 4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBER G-003mOO CONSTRUCTION AS FOLLOW5: 20'-O" 4'-O"/5'-O" 20'-O" 5'-O" - "F" = FLOOR FRAMING, INCLUDING TB LOCKING 2 BAYS GIRDERS i$ BEAMS SPECIFICATION (2018 WFGM TABLES 3.2A 5.25, P. 157-160) 24'-0" 4'-0"/5'-0" 24'-0" b'—O" BACK ® 4'-0" O.G. *_; - "R" = ROOF FRAMING CORNER - "FR" = FLOOR 4 ROOF FRAMING DATE: 02/11/25 3 OF 5 CONDITION 3q FOR ALL STRUCTURES: 5/8"41 ANCHOR BOLTS a 501" O.G. 28'-O" 5'-O"/6'-3" 28'-O" 'T'-O" iv 5:21-011 SECOND FLOOR T 36'-o" '7'-O"/a'-11" 36-0" 11'-0 " NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE ""/t CONNECTION U51N6 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE _ � "`L.�� BLOCKING 2 BAYS MI• A " I. MIN. 7" EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O 8-O 10-O 40-O I I-O � 5 PROVIDE AN EQUIVALENT NUMBER OF NAILS � ' n � ��•,� • END w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK ® 4'-0" O.G. �� :: I II 1, .1 II v 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O 10-O/12-b 50-O 13-O TYP STRAP w/(3) : f CONDITION IN EXPOSURE B STROKE 2 TOP TWO COURSES 50LID ad NAILS EA. END k° ''} O T 5.TABULATED SPLICE LENGTHS ARE BASED ON t3 FOOT WALL 60-O 12-O /15-0 60-O I6-O OF EA. STRAP ✓ �' " ;fl HEI&HT5 FOR OTHER WALL HEIGHT5,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/5; „ FIRST FLOOR s PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWN5 FOR 5HEARWALL5 NFOR OTED MINE PLI E LENLTFH BY HE F MULTIPLY THE FACTOR 70 i O ' 14-O '70 i O IQ O (PAT ® 7 )� p - 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 9 ao-0 16-0 80-0 2:21-011 � Y F O� �� FROM ENDS AND CORNERS (TWO a CORNERS) q'WALL- 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) lO'WALL- 1.25 BLOCKING 2 BAYS II'WALL- 1.375 THIS COLUMN w/MULTIPLIER BACK® 4'-O" O.c. RED PANTONE WHITE 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- 1.5 FOR 10'-0"WALL #I87 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL 0EI ` DRAL I �vI50L ICE I : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT AV �IJ WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) w EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J STL. WHEN APPLICABLE) cu NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Q ' N ® " WOOD FRAME (L.G. STL. POST FOR 4 WALLS 0)WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. -0 O NEW 2-HR FIRE RATED , >: CD W�ENDAPPLIGAFME (BLE)STL. d � O C6 d' i FOUNDATION PLAN NOTES POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 0 m TYPICAL CLOSED FOUNDATION_ I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT N C5 a-J Lr) � OI ® PORCHES / PATIOS: FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND Q O u 0 I. SEE NOTED DETAILS DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. '- 2. ALL HORZ. SURFACES SHALL BE° PITCHED ® I:48 AWAY 2 IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION FROM BUILDING SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR S. FOR 5LA55 ABUTTING FRAMING, INSTALL COPPER EXI5TIN6 HOUSE FLASHING FROM 12 ABOVE AND ADJACENT TO SLAB, ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER ENCOUNTERED. -NO WORK- ^ ` BED ALL FLASHING IN ASPHALTIC MASTIC S. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. W 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED w/#5 ® 8" O.G. V1=RTIGAL TO EA. OTHER 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT 4 TO MAIN FOUND. 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED CARBON STEEL A5TMA615 6RADE 60. WWM FOR 5LA55 DO NOT NEED TO BE EPDXY COATED. ' ` 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS v SHALL BE 5TACCERED. ( 1 -1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN PLACE AT TIME OF POURING $ MAINTAIN REQUIRED CLEARANCES, COVERAGES, AND PLUMBNESS. 6. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD 14E16HT + CONCRETE. r , CONGETE - GOLD WEATHER POURING $ CONCRETE MIXTURE v I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. ' ^ 2. SPECIFICITY OF CONCRETE DE516N MIX SHALL BE BY OTHERS. 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL Q CONFORM TO AGI 506. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO Q TEMPERATURES WITHIN 10° F OF CONCRETE. M 2 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR 5NOW. REMOVE A-201 AS REOV. 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE PERMITTEr, POURED - CONCRETE SLAB WHEN NECESSARY. ON GRADE r' 'I. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55* F OR HIGHER AND SHALL BE WITHIN 100 F OF CONCRETE TEMPERATURE. 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 11. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 (A5TM C4114/04a4M, TYPES G AND E). I 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL �I I AREAS EXCEED ONE SQUARE INCH. i�izO�Os�1� �OUI `L��TI O�I I `4 PLAN 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A COMPRE551VE STRENGTH OF 800 PSI. SCALE: 1/4" = P-O" 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. FLOOR PLAN NOTES OSTAIR $ RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE IHAX. 8-1/4" RI 4 MIN.10" N Tr - RISERS SHALL BE CLOSED Z 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL ui NOT EXCEED THE SMALLEST BY MORE THAN 5. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-80. v 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.1. BETWEEN CLEAR HE16HT 3 HANDRAIL5: 56" MIN. 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 51.5" MN. 4.5. BELOW HANDRAIL, RAILS ON BOTH 51DES: 2-1" MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR OR MORE RISERS, AND WHERE SHOWN ON PLANS. O Lu F- 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51VE::) WALKING SURFACES LOCATED MORE THAN 50" ABOVE Q 0 FINISHED FLOOR OR CRAVE, 6 WHERE SHOWN ON PLANS. ALLOW PA55A�6E OF A 4'"SPINDLE HERE;56" HIGH TO PROJECT: HANDRAIL 4 SPINDLE 5PACIN6 NOT TO ALLOW x Q PASSAGE OF A 4" 0 SPHERE. 8. 6RIPPABLE RAIL AS PER GOD!=. FA R M A K I S FRONT PORCH EXISTING HOUSE -NO WORK- - - - - - - - - 230GREENWAY WEST ORIENT to DRAWING TITLE: I4 PROPOSED FOUNDATION PLAN PROPOSED FIRST FLOOR PLAN xQ STRUCTURAL GORBAL PAGE: - - - - - - - - (CEDAR) STRUCTURAL GORBAL I" X 2" I" X 2" CEDAR (CEDAR) LEDGER A-102mOO O i 25'-0" DATE: 02/11/25 4 OF 5 6'-0" `II:: �2'-10° m 3"XS" (CEDAR) PROP. BLUESTONE O STAIR LANDING_ LINE OF PROP. EYEBROW _ PERGOLA ABOVE. PROJECTS I8" `fl INTO THE REQUIRED FRONT YARD _dJ r �®��C'�, AS PERMITTED UNDER SOUTHOLD PROP. BLUESTONE ON K +� I C7� CSC TOWN CODE 250-104 GRADE PATIO a 9 r'n P�! ✓fJ Ul 00 :yam �F+1 �T 0 740� p` ® �0F NE�� FROFCSF-1�) F I R5T FLOOR PLAN I,'-lV2' SCALE: 1/4" = P-O" a- 0 J ELEVATION NOTES co CY) (D NEW OL05EM P. GONG. STAIRQ ±2 C\j c LIA LO C; PROPOSED BLUE STONE 0 (.0 z r- 0 c\1 0 O NEW CLOSED P. GONG. PATIO a- co >) r x cu 0 0 0 4- PROPOSED BLUE STONE M -Z (.0 0 4-J LO 4-J C\i cj cc -- EYEBROW PERGOLA c < H.O. TO VERIFY FINAL COLOR MATERIAL SELECTION 0 FORE INSTALLATION ------- ......... ---------- ---------- ------- (D 4-j 7 n n n 7 m n r n n n I n n n I I n n n n n r r n m n n r n 7 TF —m � 0 HillQ . - - I u 0 cn -T LLL.-L I (D NOTE. 1. IF FINISH MASONRY USED (SUCH AS 0 BLUESTONE) - MA50N TO ADJUST HeHT OF LANDING AS REO'D TO 4" P. GONG.SLAB ACCOUNT FOR FIN15H MASONRY W&xb 10/10 kHM UPON COMPACTED 2. ALL HORZ. SURFACES SHALL BE PITCHED FILL 0 1.45 AWAY FROM BUILVIN6 5. FOR,SLABS ABUTTING FRAMING,INSTALL REBAR BENT TO COPPER FLA5HINO FROM 12" ABOVE AND SLAB AS SHOWNADJACENT TO SLAB, BED ALL FLASHING FRONT ELEVATION / y / , � \\ IN ASPHALTIC MASTIC, ox� X ,> Z SCALE: 1/4" = 1'-0" (1) #4 REBAR a EA. STEP;5" rVR a ENDS /X\ X 4 .14 loll COMPACTED K? FILL X>�/,X>/, \\//I X//i < #4 REBAR a 16". \ \1 2"x4" KEYWAY \O C (MIN. 5) X/I /j\ Ox�\\\X //j X ISRAVEiii X/ #4 REBAR CONT. NOTE: \ ALL P GONG.11 X/,\\,</ SHALL BE (1) #4 REBAR CONT.— P51 (MIN.) X\ -n X\-// #5 BENT REBAR ® 12" O.r,: `0 \X XIOX,�/Z XN "\x x /x (1) #4 REBAR CONT.— I X, X X z X/1 x /I I \\\/\\\\\\/\\\\\\\\\/\\\&I' THK. F. CONC. HALL— IS" KDE x 12" DEEP IX \\\\\\\\/ w P. CONIC. FT6.7 K Ny (2) #5 HOR. REBAR— v X N EXTERIOR MASONRY STAIR r�ETAIL JA-201.0 SCALE: 5/4" = 1'-0" PROJECT: FARMAKIS FRONT PORCH 12 230 GREENWAY WEST ORIENT DRAWING TITLE: 4" F. CONC. SLAB (b"x&"-IOXIO KKK PROPOSED EXTERIOR ELEVATIONS BETWEEN CENTER 4 UPPER DESIGN DETAILS � OF SLAB SECURED IN PLACE DURING POUR 7 F El 4 F EA E I 7 77 E o000PAGE: o � 00 A 4004, 0 1 m 0 0 (2) #4 HOR. CONT. GRADE a FED E I 4" GRAVEL BASE UPON A-2 0 REBAR TOP 4 2- BOTTOM (4 TOTAL) CLEAN COMPACT FILL ❑ ❑ ❑ ■ ❑ ❑ ❑ ■ MIL VAPOR RETARDER DATE: 02T/2J5 5 OF 5 1, 0 ED 171 171 7E:1 T PROVIDE I" THK. RIOID INSULATION D K .�2 MONCLITHIO SLAE3 ON ORAr�)E DETAIL LEFT ELE\/ATION N.J IA-201.00r SCALE: 1 = 1'-0" SCALE: 1/4" = P-0" 03740- OF N' '