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Home My WebLink About50475-Z Q �. o W W • v DWE ING w LL / PRIVATE WELL 4 Q '�"' N SANITARY SYSTEM C 0 O SITE PLAN HATCH KEY: r^ :" F- ,�„' a. ,, .' 5 N opts. �'w""_ !,r s� r/ '� i�, t « , H > r, L \' �" "�. k'a*'. '�, �' Ike- .6 4 ° . . ,) »�•'� d r� f e " a'1" '� "�`. ,,,'Y ma... 'a•„.S' / s O Y J V 1 PROPOSED BUILDING ADDITION 6 , - .:. ''r> r,d. .• +fir+ wt r a �*� c e- 1� "'� A1s ,.rt• '�� " �` "'.'� .� OOp- ..N WESL PROPOSED ACCESSORY STRUCTURE .'>1 F 16' ". �" "��w.. .... .r #. 1 •.� ! . '.,i' '' � EXIST. _ \ t - = �. q4 ,.�-�• 1lAy� :� fi ^, �dJ .lr w:w � y�A. `� f` a �� z ui uba� wti�al C�-OO I .00 PROJECT LOCATION &SCOPE C �y�� co WELL 1 / \ �� ,rrr i a ; r ti + O O +' .- O _ EXIST. 4 TALL PROPOSED 2ND STORY ° , f�. r` + •''<" •- _ \: I ' ��- � r , ,� .,.* " SITE PLAN & ZONING DATA t O +-� CHAIN LINK FENCE � �,. �\ ,r^ ` �• t' t' . , •:q , �; } Lo is 41 ` �. A ad. N s, Y. �, �� • ,r �£•�•rqb O / / ``"_` y`+ N? '",•. '�i,y`S„ .yRA.� `�2� "x" 't�'�;' q, �•" .'�F Yr•.f 1 'a.L k, A"{� `M*�,.1 t ., F$'•' � yY=a 11�EXIST. 6-TALL \` '`•_�,� ' : ' r `��"!!*t,, •��...,'� �� '4�► �d � }.��'�:,,��1 °, $* � li. � �.... � � � O 5 -w. may. •. b " ,{ `� r NOTES *% ? �,"' - fly" tl s F' �e -.*u.} '4 ty �d TMF' • „e� ' CHAIN LINK FENCE `�`�� .;p ..,, ,, " � , '�'� '" '" �"AF Al--" ;' V � ~° � x�. � ��`� � � ,. C�-OO2 .00 GENERAL DWELLING w/ / I# ". ''' j ENERGY TABLE PRIVATE WELL 8 4 �6/•�, t ¢ ¢, .� , a `�,b • d,A ' ;yv;.y = ' ..a . ,h:� , SANITARY SYSTEM �' _ �� ". b �, DESIGN CHARTS DEL.=40.i I _ ._ ' STRUCTURAL r \ : , W`6 ` y a �if r fie, ,x„ � r J.# ,4 :d_... .��j fit" '" 'i,j'k6 :''"'r n' *IN \ N ��` ;ra SUBJECT PROPERTY ,� �. �. Q ,. ` _ - ' .;r Y kk ' A" „ Y HOLDOWN ANCHOR BOLT • - EXIST. b-TALL �� y » a . �► r, $ �'` '9 METAL FENCE \ r . ', � n., .'" �,: `k � .g a� C STRAPPING, & NAILING DETAILS U / I I � \ _ t r a c �, ..t, ,6 r."S � x"r �, '', C •' "J \ �". , dr":j�"';t,, 'y��.P :3 e, " '" " � ";. �. ;� FASTENING SCHEDULE '� ' r .. 1 TL _✓.A?1f , "S "' � r. 4 .i j ANY a 'I Q) W I I - \ ► .`.s�':F�"... n it c. �=.a ..rear ..A i �._ a .. s! a �F ..a,s..',: 11' FRAM LOCATION MAP .00 BEAMICG GRAPHICS NNE -�-� 0 CTION PATTERNS ' - 1 SCALE: NTS FIREBLOCKING DETAILS A- 101 ,QO PROPOSED FOUNDATION PLAN U IFRO�I �T 5�0 1. ExIST.� FRCFOSE1� 2-5TOi�Y 4 BEDROOM 4.5 E3ATH WOOD FRAME HOME. (� WELL I A- O2 ,00 PROPOSED FIRST FLOOR PLAN- PROP. GOYERED PAT10 Q) - PROP. ATTACHED 2-GAR O ARAO E - PROP. BASEMENT W/ EXTERIOR STAIRS. A- 105.00 Ex1sT.J I (PROP• ��` I I '�� PROPOSED SECOND FLOOR PLAN I WELL WELL i �` i II'i< 1 , PRO JEC7 DATA : Q DWELLING w/ A- 104.00 PROPOSED ROOF PLAN PRIVATE WELL 4 SANITARY SYSTEM PROJECT / ZONING DATA �' � � TAX MAP # 1000-22-5-2 r I I ,� � I 1 \` I' ZONING DISTRICT R-40 _2O 1 ,QQ PROPOSED EXTERIOR ELEVATIONS w`I / m I '' LOT AREA 0.01 A0RE5 1 �� `� I FEMA FLOOD ZONE X \ I / POAL ROP I, 0 D A SUFFOLK COUNTY HD APPROVAL 0 1f \O�N�� PROP l ICE T NK PERMIT 4 BEDROOM A-202.00 PROPOSED EXTERIOR ELEVATIONS 1 �PRO�C / It PENDING EXISTING EX15TINO HABITABLE GROSS I PROP. 2� z It SPACE AREA BUILDING SECTION BAS�MENT y I - 0 1 .Q Q S 1 STAIRS � -- EXISTING AREA TOTALS PROPOSED I PROPOSED I I I PROP. 2-STORY HABITABLE GR055 i I I, SPACE AREA _ \ \ 1 ND. FR. DWELLING j 1 w/ BASEMENT PROP. A GAR I I BASEMENT AREA O S.F. 1,45Q.1 S.F. -�O2 .OQ BUILDING SECTIONS (4 BEDROOMS) GARAGE PROP. 1 -T_ F.F. EL.=42.3' SLAB EL.=40.1' DRIVEWAY I w II FIRST FLOOR AREA 1,438 S.F. 2,044.5 S.F. DWELLING w/ I �� PROP. I SECOND FLOOR AREA 1,348.a S.F. 1,452A S.F. PRIVATE WELL 4 1 I COVERED PORCH I It SANITARY SYSTEM 33 i y 1 EXIST. b METAL FENCE-TALL PROPOSED AREA TOTALS 2,156A S.F. 4,g86.5 S.F. -�O I .00 DESIGN DETAILS ailr' O LOT COVERAGE I 1 i p S, I V I _ L _�- ,O - - + - _ _ IW - `T8P`CK �, - I w 5OU7HOLD TOWN CODE §280-1& (§280 ATTACHMENT 5) a 5O' PRONT YA W`, j 0 COVER OF 96 LOT 1� 1 EXIST. BURIED DESCRIPTION (FOOTPRINT) AREA COVERAGE �- 1 0 1 '00 PROPOSED STRUCTURAL PLANS I PROJECT: PROPANE TANK COVER OF 1 p EXIST. BURIED TOTAL LOT AREA 40,463.2 S.F. I � � �O 1 - PROPANE TANK 1 I N i• PROPOSED HOME 1,438.3 S.F. 5.(o MODERN AGE BUILDERS I �j- 1 O2 ,00 PROPOSED STRUCTURAL PLANS PROPOSED ATTACHED GARAGE 606.2 S.F. 1.5% RESIDENCE _ TEST I I PROPOSED COVERED PORCH 365.6 S.F. OA% / 1 HOLE I wI EL.=3a•8' EXIST. 1 ,0O PROPOSED STRUCTURAL PLANS 2045 WILLOW DRIVE PROPOSED 5TEP5/LANDINGS Iq"f.0 S.F. 0.59b s CLEARING LINE EL.=40.60' \ TOTAL AREA OF ALL STRUCTURES 2610.1 S.F. 6.53b EAST MARION NY 11939 EXIST. EL.=3a.5=_�_ p 0.00, UTILITY BOX -- _-- _-- L-°151.05 --- ---- MAXIMUM LOT COVERAGE ALLOWED: 20Y ------ ---- IMPERVIOUS SURFACES < 8" FROM GRADE DRAWING TITLE: ASPHALT DRIVEWAY 15a5.6 S.F. 3.Q90 �- O I .00 DWV/WATER SUPPLY RISER GAS RISER PROJECT LOCATION & SCOPE TOTASTRUCTUROEs 8v FROM GRADE OE ING 4205.7 S.F. 10.4% SITE PLAN & ZONING DATA / I L L O W D R I 4 34 Nc cups ZONING REGULATIONS MAIN BUILDING / 3la - 0 5OUTHOLD TOWN CODE §2e,0-18 (§2e O ATTACHMENT 5) EXIST. UTILITY 'n PAGE: GONERS Q' PROPOSED COMPLIES CpNC CU MIN. FRONT YARD 50.0' 6 .8 4 ' YES _ _ _ _ RB G-001m00 IMIN. SIDE YARD 15.0' 41.1' YES N. COMBINED 55.0' 84.4' YES SIDE YARDS DATE: 01/09/24 1 OF 17 i EXIST.-,, - MIN. REAR YARD 50.0' 140.1' YES / WELL DWELLING w/ DWELLING w/ I PRIVATE kiELL SANITARY SYSTEM MAXIMUM HEIGHT 55.0' 28.8' YES PRIVATE WELL b 51TE LAYOUT NOTES: - / ' SANITARY SYSTEM I. THIS 15 AN ARCHITECT'S SITE PLAN 4 IS SOUTHOLD TOWN GODS 280-207 (A)(I) SUBJECT TO VERIFICATION BY A LICENSED �t �a / SURVEYOR. THE INFORMATION LOT SIZE / AREA GTOTAL A PER REPRESENTED ON THIS SITE PLAN IS TO THE ARCHITECT'S BEST OF KNOWLEDGE. IN EXCESS OF 40,463.2 S.F. 463.2 S.F. ALLOWABLE CODE 40,000 S.F. GF�` SECTION 2. SURVEY INFORMATION WAS OBTAINED DEFINITION ` G - FROM A SURVEY DATED SEP• 12, 2025 t ' AND PREPARED BY: (e) LOTS '1,100 S.F. CONTAINING UP MAX. � -� ''� Q� TO 50,000 S.F. , r,`'�7 ` ,-� AJG LAND SURVEYING PLLG ' "S'?. y; 155 WADING RIVER MANOR RD. ALLOWABLE S.F. ,• No r"\ n E R Au la E E �- MANORVILLE, NY 1114a / PLUS 590 OF � � v r, SIT �J� }�1 (651) 546-ga'73 EXCESS LOT 5,100.0 S.F. 25.2 S.F. 5,125.2 S.F. 5,550.1 S.F. `l AREA OVER SCALE: 1" = 15'-0" 40,000 NOTES $ SPEC 1 F I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION. CONCRETE. AND MASONRY A55RE Y I AT I O I`S IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT SINDED 1. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 3 BETTER (Fb = 875) UNLESS THE PROVISIONS OF THIS 5TANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN6 FOUNDATION AS IT Q TOOETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEINS PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION � Q SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO NORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH A NANNER TO ASSURE THAT THE CONDITIONS OF 2. ALL LUMBER IN CRAWL SPACES TO BE IB" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR W 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR Lv GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL BLDG. BUILDING I " KIPS (1000 LBS) J p GENERAL GREATER SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS •' (V APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS HOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS Q ++ 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLE55 B.O. BOTTOM OF MAX. MAXIMUM •C 0) 4. AT FLUSH FRAMING USE 16 &ACE METAL JOISTS HANGERS BY TEGO OR OTHERWISE NOTED ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, � STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. BOT. BOTTOM MEGH. MEGHANIGAL ; PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED GONGfiETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 0 5. MINIMUM DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YP5UM HARDBOARD AND STRUCTURAL - "p 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES B.O.W. BOTTOM OF WALL MIN. MINIMUM - O FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS •- �AND AUTHORITIES HAVING JURISDICTION. ++ RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I TIER OF FRAMING IS IN PLACE. O C � Z d" 4. ALL UNNOTED OR NON-VISIBLE EASEMENT'S ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ia88 4. THE NNOTEONNE BOO NO ER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. COL. COLUMN NYC, BC NEW PORK CITY BUILDING GODS D- •p `- N INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 7. 6 ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF 3-I/2 BEARING BY THE 6RADEMARK OF A LUMBER RADIN6 OR INSPECTION A5ENGY 8. ALL OPENINC75 FOR BEAM PCCKETS, UTILITIES, ETC. TO BE FILLED 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, SUCH A5 THE SOLID WITH CONCRETE. CONT. CONTINUOUS O.G. ON CENTER c 0 SHALL BE CLARIFIED WITH THE ARCH]TEGT/E'_N6INEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xI0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE �� 0 Q m 43 , WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR di. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DBL. DOUBLE OGG. OCCUPANCY •- di. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN510NIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE i=-+ • -0 b. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION PBFE PRELul IMINARY BASE FLOOD ELEVATION O p UNLE55 APPROVED BY THE ARGHITEGT/EN6INEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-dill. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 Q O DAYS OF 4,000 P.5.1., U.O.N. DIM. DIMENSION P. GONG. POURED CONCRETE "!. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET (� � ON PAGE 6-005. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I di0.1 STRUCTURAL GLUED LAMINATED II. GONG. 5LA55 TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING D.J. DECK JOISTS PL. PLATE ROOF AND IS OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN EA. EACH PLYWD. PLYWOOD APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. di. DO NOT 50ALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM M5055 ELEV. ELEVATION P.T. PRESSURE TREATED 11. SUB FLOORING, GENERALLY, TO BE OF 5/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABL15HINO AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 0-005 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (5) 50. FT. EQUIP. EQUIPMENT REQ'D REQUIRED ' J CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL T _ 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXI5T. EXISTING Ri RISER 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. v AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR R.M. ROOM n/1 PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FI415H GRADE. I I I 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 A5TM D5456 STANDARD SPECIFICATION FOR RE EVALUATION OF F.A.I. F5H AIR INTAKE R.R. ROOF RAFTER 14. PROVIDE 'X' CRO55 BRAGIN6 AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES STEEL RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-0" AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITEGT/ENOINEER. NO FAR FLOOR AREA RATIO STL. 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED CN FROZEN SURFACES. - 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE F.A.V. FRESH AIR VENT S.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIE5 U51N6 PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY FF FINISHED FLOOR ETD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS C70VERNINO BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS ` BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP 6L. TEMPERED GLASS v CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRE55ED ON PACE5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK Idi. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. 6YP5UM: 6YPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL, FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR 6YPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A IV' SPAN. WALLBOARD, A5TM 057 SPECIFICATION FOR 6YPSUM LATH, OR A5TM C7di CONCRETE 5LAB5 TO HAVE bx6 10/10 WELDED WIRE REINFORGIN6. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR 6YPSUM SHEATHING BOARD. COMPLETION OF PROJECT. Idi. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR 5ECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR, FRAME TYP. TYPICAL �1 1 AS PER PAGE 6-005. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 6" - VJ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP d V-O" BELOW 61RADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARCH I TECT/ENOI NEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. A6AIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/AWPA C22;WHERE DRILLING AND/OR CUTTIN6 OCCURS, FIELD FTC. FOOTING YERT. YERTIGAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 5TRU07URAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. 6YPSUM BOARD V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ WITH ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND WHOLE OR IN PART BY ANY NEOLI&ENT ACT OR OM155ION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.5. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOLE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HN6R HANGER ZR ZONING RESOLUTION BE LIABLE REOARDLES5 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. ------ PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEU5ER TRU5 JOIST 2.OE MIGROLLAM LVL HOR. HORIZONTAL B. OEOR61A PACIFIC 2.OE 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (05B), WAFERBOARD ORIENTED-STRAND I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. WEYERHAEU5ER TRU5 J015T 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT I C�I I I I I C� I TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I I `�✓1 L A7 O I `� � F E I ` E 57RAT I O I `� APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWIN65 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AUTHORIZATION OF THE ARCHMEOVENOINEER. AND ANY ADDITIONAL REQUIREMENTS, SET FORTH IN THE MANUFACTURER'S I.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY Idi. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE PROPOSED DESIGN GODS PRESGRIPTI\/E VALUE NEEDED, UNLESS OTHERWISE SPECIFIED. ALL. DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. COMPONENT (�QMPL I�rj PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE CITATION (PER 2020 Nl'SEGGG) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AI14.1 CELLUL0510 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM C208 STANDARD SPECIFICATION FOR MAX. U-VALUE = 0.52 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. U-VALUE = 0.25 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/5F MAX. AIR LEAKAGE = 0.50 GFM/SF YES SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 510IN6 USED IN PER R402.4.3 8 TABLE R402.1.4 - CLIMATE ZONE 4 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT5 OF U.S. ___ 22. PROVIDE FIRE51-OCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I R-4ci SPRAY FOAM INSULATION THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL MIN. R-YALUE = 4di HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE CEILING R-YALUE (CLOSED CELL) YES 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION '7" THICK (R='7/INCH) PER TABLE R402.1.2 - CLIMATE ZONE 4 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 OF THE HOLE SHALL NOT BE CLOSER THAN 5/8 TO THE EDGE OF THE STUD. REPORTS. COPYRIGHT PROTECTION ACT OF IdillO (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GR055-5ECTION. R-14 SPRAY FOAM INSULATION + 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. FRAME WALL R-VALUE R-11 BATT INSULATION PER TABLE = 20 - CLIMATE ZONE 4 YES GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, TOTAL R-25 CAVITY INSULATION ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PACE 6-005 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 18.2.1 SQUARE AND tq CONSTRUCTION;55TD 10-didi AND 2018 SBG H16H WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). Z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING BASEMENT WALL R-VALUE R=11 (CONTINUOUS) BATT INSULATION MIN. R-YALUE = 10 (CONTINUOUS) AT INTERIOR WALL S 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SCREWS: LAG 5CREW5 OR LA6 BOLTS SHALL COMPLY WITH ANSI/ ® INTERIOR PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (c) YE w FLOORS, 57UDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 8 MANU. SPEC.'s). ASME 5I8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). E 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. -- chi INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL 2.2.3. TRUSS METAL REGUI EM PLATES: TRUSS METAL CONNECTOR PLATES FLOOR R-VALUE R-50 BATT INSULATION MIN TABLER-VAL E = Idi BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN PER TABLE R402.1.2 - CLIMATE ZONE 4 YES WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, CONNECTORS SCREWS BOLTS AND NAILS EXPOSED TREATED WOOD 4 FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS 3. METAL PLATES, WALL w/STEEL SHIMS 3 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. HOT WATER PIPE MIN R-VALUE = 3 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® INSULATION R-3 PIPE INSULATION PER R403.4 4 R403.5 YES ui AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED 6ALVANIZED. EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND Q 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCIN& (® MIN. 16" 6A6E ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TIN6,U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL COMPLIANCE STATEMENT: PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER 57UD5 HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY TO THE 5E5T OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION GORE USING CHAPTER 4 [RE]. PROJECT: STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 8 ANCHOR BOLTS, GODS EVALUATION REPORTS, S. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051N6 U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG MODERN AGE RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 w/b" RI5E 8 w/ (2) VO BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5. NAILS: NAILS SHALL COMPLY WITH FASASTTENERS: F ILS, STANDARD LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET b" DI5T., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-005. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. TABLE R501 .7 RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 57RUG7URAL DESIGN LOADS CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA BUILDERS 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. SHALL MEET THE REQUIREMENT5 OF THE C0VERNIN6 BUILDING CODE ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE &ROUND SNOW LOAD 30 PSF RESIDENCE 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 4b" AND EVERY MANUFACTURER'S CODE EVALUATION REPORTS. USE LIVE LOAD DEAD LOAD 16" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES 5TRUGTURAL MEMBER ALLOWABLE 2.2.-1. SCREWS: 5GREW5 SHALL COMPLY WITH ANSI/ASME B 15.6.1 DEFLECTION BASIC WIND SPEED 150 MPH WOOD5CREWS (INCH SERIES). 40 psf 15 psf 2045 WILLOW DRIVE I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING EXTERIOR BALCONIES it 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SHIN&LE5 OR APPROVED EQUAL. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER RAFTERS HAVING SLOPES GREATER THEN 5/12 L/I80 DECKS 40 psf 15 psf EXPOSURE CATE60RY B EAST MARION OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. 5HINC1-ES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS p p N Y 11939 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE SEISMIC DE516N CATE60RY B BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONGRETE/MASONRY AND WATER BARRIER FROM EDGE OF SAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: PASSENGER VEHICLE 6ARAOE5 50 psf AS PER PLAN FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. INTERIOR WALLS d PARTITIONS H/I80 WEATHERING SEVERE DRAWING_ TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 4211) ! 10 psf 15 psf 5. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. FLOORS d PLASTERED CEILINGS L./360 GENERAL NOTES CODES AND REFERENCE STANDARD: CONSTRUCTION. FROST LINE DEPTH 3 O 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK p p ENERGY TABLE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ATTICS WITH STORAGE (MAX CLEAR HGT > 42 ) 20 psf 15 psf STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 4• ROOFING 15 TO BE APPLIED IN 5TRIGT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY NEW PORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK SPECIFICATIONS. ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf STRUCTURAL DESIGN CHARTS STATE ENERGY CONSERVATION CONSTRUCTION CODE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 p 5. NAILING OF ROOFING SHALL BE TO GORE. INDICATED IN "51MP50N" PRODUCT LITERATURE. THERE MAY BE SEVERAL ICE BARRIER REQUIRED YES 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY SLEEPING ROOMS 30 psf 15 psf WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 6. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "SIMP5ON" EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION PERMITTED STAIRS 40 psf 15 psf (AFWA) AMERIGAN WOOD COUNCIL (AWG). 7. PROVIDE (2) LAYERS OF IS# ASPHALT BUILDING FELT UNDERLAYMENT FOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED 6ALVANIZED EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 PAGE: 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YCRK STATE 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER GUARDRAILS AND HANDRAILS 200 psf 15 psf PLUMBING CODE. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. G-002mOO 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE THE SEALANT TO UPLIFT FORGES USING ASTM D 638I. 6. ALL FA5TENIN5 CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER ROOF LOADING (LIVE = &ROUND SNOW LOAD) 30 psf 12 psf FOR ATTIC MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED P Is psf FOR LATH. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC, 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY CODE, NFPA-70 AND 2020 NEW YORK STATE ENERGY CONSERVATION ARCHITECT 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH DATE: 01 0 CONSTRUCTION GORE. 6YPSUM WALL BOARD 8. ALL CONNECTORS SPECIFIED AS A "51MP50N" TOP MOUNTED BEAM ASCE 7 /-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) 9/24 2 OF 17 1. 6YPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED SITE WORK COMPOUND METHOD. BEAM HANGER ONLY ALON& WITH SPECIFICATIONS LISTED ABOVE. 1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLE55 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE DEEMED APPLICABLE. RECEIVE CLARIFICATION FROM ARCHITECT/ENOINEER PRIOR TO PROCEEDING. 3. 5/8 , ONE HOUR RATED, 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. �� 'TYPE 'X' 6YPSUM BOARD ON GEILIN6 AND WALLS INSULATION (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED RrA STOCKPILE TOP501L OBTAINED FROM 5TRIPPIN6 DRIVEWAY AND BUILDING IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT BEAT PRODUCING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SITE. STOCKPILE ALL EXCAVATED MATERIALS. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM 511:)E. CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS JNSUITABLE 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND ED&ES SHALL BE WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. CONTRACTOR OR OWNER. GARS SHOULD BE TAKEN NOT TO DAMAGE ° TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. •,�, . �:E , 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. , ` r . 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: ALL OPENINC5. - di" R-30 FOR FLAT GEILIN65 - 5.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 6. FASTEN 6YPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-005. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION - 5.25" R-21 FOR FLOORS HOLDO1�lN DATA I LS 7NrF 1 GAL NA I L I NO/STRAFF I NO REOU I RE1�1ENTS FOR FASTENING SCHEDULE A Q ALL HARDWARE TO 8E INSTALLED A5 PER MANU. SPEG.'s;MANUFACTURER UFL I FT, SHEAR, I$ LATERAL_ N I ND RES I STANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, UJI AND ROUGH OPENING FRAMING REQUIREMENTS) Ld "ALL STRAPPING TO BE IY4"x 20 CAUCE** -- "SIMP5ON" EG2UIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE J 0 *U5E I6d NAIL5 IF 5TRAPPIN0 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) - N Q AND OUANTI TY 5PAC I NO HOEDOWN ' HOEDOWN 'B' DESCRIPTION FASTENER 5PEG. FASTENER C p) CONNECTION A NA I L I NO O R I I� FOR NEW d EXIST. FOUNDATIONS ROOF I$ GE I L I NO FRAM I NO o AT RAFTER TO RIDOE N I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A 16d L ENDWALL .• "» GONNEGTI ON: COMMON NAIL w/o PREBORED HOLES. Q C Lo Z �- ENDWALL _ ..-» RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER r- r- (3) 2x FULL (5) 2x FULL CORNER STUD ».� �""�» �" 2 2.WOOD 15 ASSUMED TO BE D,F,K2 a BTR. IN DRY USE �- 0 N HEIGHT STU HE16HT STUD ONNEGTED TO FOR STRAP - 5 8 d• COMMON R.R. 2" SERVICE x CORNER STUD TRANSFER SHEAR NAILS a EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST > Q U CONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL C :3 (Q TRANSFER SHEAR "51MPSON" HDQ6 h (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL Q O m ++ �— FOR ROOF SLOPES UNDER 5:12 WITH • • • • ' • • • HOLES,5Er NEW MEMBER. CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-005 EACH LAP HOLDOWN ANCHOR ® 2-16d COMMON • • • 2-I6d COMMON ;; ROOF SPANS OF 24 OR GREATER, -� N ' -� LOCATIONS NOTED NAILS ® 6 O.G. d • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED O NAILS ® 6" O.G. d ON PLANS la" O.G. IF BLOGKE USE 4 8 d COMMON NAILS ® EA. • • CEILING J015T LAPS OVER PARTITIONS (PAGE-NAIL) 4-Ibd COMMON EACH LAP C C .. O" O.G. IF BLOCKED CORNER P05T �'•• " END OF STRAP. • • 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO Q r' m O CORNER P057 GJ. C.TIES TIGHTLY BOND THE END OF THE NAIL TO A 410°ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-003 PER TIE "SIMPSON" HDQS THE ABOVE ASSUMES A RAFTER GRAPHIC BELOW) HOLDOWN ANCHOR ® 5PACINC OF 16" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END LOCATIONS NOTED 155OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE ON PLANS --� FACTOR OF 1.5. GR 4-I. RIM BOARD To RAFTER (END-NAIL) 2-I6d COMMON EACH END d CONNECTION BI 52 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING °CONNECTION: HOLDOWN INSTALLATION OPTIONS: », • FOR NEW P. GONG. FOUND.'s / o o • ��- TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ' PER FOOT FOR STRAP - 3 8 d COMMON NAILS ® EA. n l m HOLDOWN CAST IN PLACE w/Wa"� THREADED ROD • • END OF 5-RAP. . (D w ..' »� WHEV IN TOWN OF 15LIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON J015TS - EA. SIDE '-�--J FOR EXIST. P. GONG, OR NEWLY CURRED FOUND.s • • s� • • THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NorE"' / GECMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ 'SIMPSON" SET (HIGH STRENGTH EPDXY E31 • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. • — ADHESIVE), d FOR TEMP.'S O°F-40°F USE 'SIMPSON" AT NIV y I I 51MP50N #H2A (OR EQUAL) RAFTER TIE —II— (HI614 5TRENGTH ACRYLIC ADHESIVE) ""„ .. HEADER To HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG ED6E5 FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILIN6 - 5 8 d COMMON NAILS FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN USE SAME LO TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD ) THREADED ROD CONNECTION "''„-- -"„„,"„ „ X FOR G.J. TO R.R. - Q 16 d COMMON NAIL5 REOUIREMENTS FOR .„ BOTTOM PLATE To FLOOR JOIST, BAND JOIST, 2-I6d COMMON 12 PER FOOT RAISED C.J.'s (WHEN FOR EA. PLATE TO STUD ABOVE OR BELOW AT G.J. TO G.J. GONNEGTION: ENDJOI5T, or BLOCKING (FACE-NAIL) 7--r� APPLICABLE) � v 1 HOL:DOWN 'G' HOLDOWN 'D' 2 I6 d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMING ° rn VJ FOR NEW 4 EXIST. FOUNDATIONS � FOR NEWLY POURED CONNECTION GI G2 � � JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST FOUNDATION ® ONE STORY ONLY (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-6d COMMON EACH END HEIGHT STUD CORNER STUD CONNECTED TO , BLOCKING TO JOIST (TOE-NAIL) 2-bd COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS (5) 2x FULL • BLOCKING TO SILL or HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD -»"�»»�M�»~» : 0� """" "" "'""'" TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK :1LOCATIONS NOTED NAIL5 ® 6 O.G. # »"»'"» ° TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED G I CORNER POST FOR STRAP - 3 8 d• COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH J015T " ° I NAILS a EA. END OF STRAP I° FOR EA. PLATE TO STUD ABOVE � OR JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-8d COMMON PER JOIST , i ; M 2-I6d Ca M N ! BELOW - �_ I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST NAILS ® h" - ~�� BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT • ROOF SHEATH I NO ° d STRUCTURAL PANELS: INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD a "SIMPSON" ST V14 CONNECTION DI 4 D2 SOLID PERIMETER EDGE ZONE a ad COMMON 6" EDGE / b" FIELD HOLDOWN INSTALLATION OPTIONS: BLOCKING ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. FOR NEW P. GONG. FOUND UP TO 9" RAKE OVERHANG .'s -""""'"' HOLDOWN CAST IN PLACE w/?/5"4) THREADED ROD » »»»» »» • s:" ~""__» AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST, P. GONG, OR NEWLY GURRED FOUND.'s • THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 CONCRETE w/ "SIMPSON" 5ET(HIGH STRENGTH EPDXY Q 1/2" MIN. ADHESIVE), 4 FOR TEMP.'s O°F-40°F USE "SIMPSON" AT FROM GYPSUM WALLBOARD 5d COOLERS -i" EDGE / 101, FIELD (HIGIf STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR CORNER FOR STRAP - 5 8 cl* COMMON NAILS a EA. SPECIFIED ON D I ��" » ° END OF STRAP (WRAP STRAP UNDER SILL PL) I WALL SHEATHI NO FOR EXIST. / NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES Sal-ID d CAST IN PLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE $ OR BELOW - w/Wa"4) THREADED ROD . 2 I6 d COMMON NAILS— STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO I GYPSUM WALLBOARD 5d COOLERS »7" EDGE / 10" FIELD 1P FLOOR CONNECTION W/ # LP74 51MP50N (OR """."".. STRAP w/(5) Z " „..•„„ 8d NAILS® EA.END w NA I L I NO/STRA�� I NO V�I NDOW/DOOR HEADER 5TANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES -•., �„ OF EA.STRAP TO EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE 0 SIMP50N H2.5A) 0 NOTATION: STRUCTURAL PANELS: A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2015 WFGM, TABLE 3.1,P. 184);WHEN STRAPP NO GONNEGTION E -- " �, a, REQUIRES OVER 14 NAILS, USE 51MP50N 0516 STRAPPING (OR EQUAL). »••-»""» I or LE55: bd COMMON b EDGE / 12 FIELD B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2016 WFGM, TABLE 5.255,P. 41) GREATER THAN I": Iod COMMON 6" EDGE / 12" FIELD • G - NUMBER OF FULL HE16HT KING STUDS ® EA. SIDE OF HEADER (2016 WFGM,TABLE 3.23C, P. 2q ,",»_"-�""""-»» • ALTERNATE AS PER TABLE 5.250, P. 2a3) ' I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. a (2016 WFGM,TABLE 3.1,P. 159) ° PLATES) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM,TABLE 3.22F,P. 266) ° ° ° ° ° SHEAR CAPAGITIE5, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR F -NUMBER OF I66 NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. IDE °° d ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.6,P. 191) ° d 2 - WHEN WALL 5HEATHIN6 IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF ter.... ° MODERN AGE E »""'�- �•,"�„ ° ° ° FOR STRAP - 3 8 d• COMMON NAILS ® EA. s NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. - FOR ROOF 5HEATHIN6 WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4 ON EACH FASTENINO 5GHEDULE B d a END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE „- „` "~.-„...... 9° BUILDERS —F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOw/DOOR OPENINGS USED. ""~w ., �� ° ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2016 EDITION) 2 16 d COMMON NAILS A NOTATION 5I ONAOE FOR TRUSS TYPE, PRE-ENOI NEERED RESIDENCE ROUGH A B G D E F WOOD, AND/OR TIMBER GON57RU07I0N OPNG THE FOLLOWING 51ONAOE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 2045 WILLOW DRIVE 2'-0" 5 1 1 1 1 1 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE EAST MARION, NY 11939 RE5IDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 6 1 2 2 2 2 6 Si=L_ I G NO O TOE i�LAT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. '-O" � I 3 3 3 3 BRAG AUTHORITY HAVING JURISDICTION:INO/5TRAFFINO DRAWING TITLE: (5) - REQUIRES SILL PLATES OF 2"xb" (MIN) FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 LESS PROVIDE � , 8'-0" 12 2 3 4 4 4 }-- SPLICE —{ TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REOUIREMENT5 SAYS BACK ® BLOGKIN6 a 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL LEN6� I FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES B$0 - 4'-0" O.G. TO AGHEIVE RAKE O.H. BE "1", 11 , 111 , "Iv", OR "\/" TO INDICATE STRAPPING, & NAILING DETAILS lo'-o" 14 2 4 5 5 5 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION GLASSIFIGATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-O" 16 2 5 6 6 6 BUILDING MINIMUM SPLICE''` BUILDING MINIMUM SPLICE'�'� THE NY5 Br-,. DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: 8d NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 2'-O"/2'-61, 12'-O" 3'-0" OF EA. STRAP 00, 6" DIAMETER 00, COMPONENTS THAT ARE OF TRUSS TYPE, 16011 3 0 /3 a Ib o 4 o ATTIC PRE-ENGINEERED WOOD, OR TIMBER 003m G- OO ANCHOR BOLT S� GE F I GAT I ONS - _ CONSTRUCTION AS FOLLOWS: 20'-0" 4'-O"/5'-O" 20'-0" 5'-0" - "F" = FLOOR FRAMING, INGLUDIN6 ^ GIRDERS $ BEAMS BLOCKING 2 BAYS " SPECIFICATION (2015 WFGM TABLES 5.2A 5.25, P. I5'1-I60) '- " 24'-O" 4'-O"/5'-O" 24'-O" 6'-O" BACK ® 4 O o.c. ".. - "R" = ROOF FRAMING CORNER sa" - "FR" = FLOOR 4 ROOF FRAMING DATE: 01/09/24 3 OF 17 CONDITION FOR ALL STRUCTURES: 5/e"41 ANCHOR BOLTS 0 311" O.G. iv 5:21-0116-O /`I-51, 52-0 8-O SECOND FLOOR r 11 NOTES: I.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE 36-O "1-O 36-O Q-O CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE 'e w • LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O I. W 1 "i SQUARE WASHERS AND END SETUP N N PROVIDE AN EQUIVALENT NUMBER OF NAILS BACK Ka 4-0" O.C.Y „ 6-O /10-O 40-O aL ,• X END l;3 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 5O'-O° IG'-O"/12'-b° 50'-G° 13'-O" lu s CONDITION IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. S FILL IN EXPOSURE B TYP.STRAP w/(3) STROKE • TOP TWO COURSES SOLID 5d NAILS EA. END N " u u u 7 5.TABULATED SPLICE LENGTHS ARE BASED ON 6 FOOT WALL 60-O 12-O /15-0 60-O I b-O OF EA. STRAP ( ; :fl HEIGHTS FOR OTHER WALL HEIGHT'S,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/6; � �� ,� FIRST FLOOR Z, OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE '70-D 14-O '10-O I O PLAN DIAGRAM OF ZONES ,.� 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 8 12" 60'-O" -o" 22'-0" NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT), FROM ENDS AND CORNERS (TWO a CORNERS) q' WALL- 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM To LEFT) 10'WALL - 125 BLOCKING 2 BAYS e II'WALL- 1.5"15 RED PANTONE WHITE 12'WALL- 1.5 THIS COLUMN w/MULTIPLIER BACK® 4-O" O.G. # 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0"WALL 181 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAM I NO GRAPH 1 G5 CONT I NUOU5 BUILT-UP C I RDER5, 5 OR MORE 5UPPORT5 (THAT EXCEED FRAMING STANDARDS, IT 15 REOV FOR FRAMER TO HAVE A F 1 REBLOCK 1 I 0 FOR PLATFORM WOOD FRAM I I O Q WORKING KNOWLEDGE OF THE AMERICAN WOOD GOUNGIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENGINEERED LUMBER [ie. WOOD I-JOIST5] SEE MANU. SPEG.'5 FOR ADDITIONAL INFO.) o AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 ASSEMBLY REQUREMENTS: 4 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Ld CONNECTION DESCRIPTION TOGETHER SIDE BY 51ME ARE CONTINUOUS OVER w BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES J MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS lOd NAIL5 o 12"O.G. < P THE SPAN LENGT4 FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q N STUDS STUD SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. B (3)ROW5 IOd NAILS o 12"O.G. •C SUBFLooR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE O O O (2)ROHS 1/2" m BOLTS o 12"O.G.STA66ERED; JOINTED ON THE SAME 51DE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND DOUBLE SUBFLOOR C TWO-PIECE PLATE SERVE AS FIRESTOPPIN6. w a-- (O DBL.o ENDS O w r— SOLE PLATE BUILT UP GIRDER P MAX.52" D (2)ROWS 1/2" 4+BOLTS o 16"O.C. NAILING: _ -0 • O 50LE PLATE TWO-PIECE GIRD=R5 ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE �- E (2)ROWS I/2" m BOLTS o 24"O.G. 51DE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES A5 FIRESTOPPIN6. O C LO Z BETWEEN 1/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING •— r F (2)ROHS s-5/8"TRUSSLOGK SCREWS• 12"O.G. a 1/4 OF A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. 0 w N SCREWED ON(1)SIDE OF MEMBER �C LINE; OR GIRDERS ARE TO BE NAILED FROM EACH X 6 (2)ROHS S-5/8"TRUSSLOGK 5GREW5• Ib"o.c. P 51DE w/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE C O SGRENlED ON(U SIDE of MEMBER JOIST, OTHERS STAGGERED H/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 0 O m �.3 � - ---- - ETWEEN NAILS N A HORIZONTAL LINE. H (2)ROWS s-s/8"TTaussLocK SCREWS• 24•O.C.o.c. P JOISTS SERVE AS FIRESTOPPING. _c O +, In i R JOIST SGREI^JED ON(I)SIDE OF MEMBER • MAXIMUM OFFSET THREE-PIECE '7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N O J (2)ROHS 5"TRUSSLOCK SCREWS o 12"O.G. BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d O JOIST DEPTH, d SGREHED ON BOTH SIDE OF MEMBER p 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN JOISTS Q � O MATCHED SIZE OF BLOGKIN6 NAILS ON EA. BIDE W/ TWO NEAR EA. END OF EA. SERVE AS FRESTOPPING. ^ ` (2)RODS 5"TRUSSLOCK SCREWS o 16"O.G. 4 W UNDER NON-LOAD BEARING FIRESTOPPING AND K SCCRE�'W ON BOTH SIDE OF MEMBER PIECE, INCLUDING- INTERMIDIATE JOINTS, AND w/ THE PARTITIONS 0 52" O.G. BLOCKING STUD OTHERS 5TAGGE�ED w/ A DISTANCE OF NOT MORE 5 8. THE HEADER SERVES AS FIRE-STOPPING. L (2)ROHS 5"TRU�'SLOCK SCREWS o 24"O.G. BETWEEN 1/6 DOUBLE PLATE 5CREVID ON BOTH SIDE OF MEMBER 4 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. q. TWO-INCH WOOD BLOGKIN6 OR THE EQUIVALENT SHALL BE ADDED BETWEEN 5TUD5 IN PARTITION ADJACENT TO GE I L I NO BRAG I NO P FOUR-PIECE 61DER5 ARE TO BE ASSEMLED AS 5TRINOER TO SERVE A5 FIRE5TOPPIN6. GANTI LEVERED FLOOR I.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE WNNECTION PATTERN '16"8"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR +J 4 CONNECTION PATTERN 'I WHEN 10' OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH — STUD 2.WHEN SGREHIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER I P 61 ER HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH r BUILT u RD p, GIRDERS ARE TO BE SECURELY ANCHORED TO I �-/ 5UBFLOOR SOLE PLATE 2"x4" CONTINUOUS &ABLE END FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF ^^ LATERAL BRAGS o 60.0. TRU55 MASONRY PIERS,NAILED TO WOOD POSTS OR THE VERTICAL OPENING IS SEALED BY PLASTER ON THE GEILIN6 n 1 I( IY 11 BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE `J.f BAND JOIST lOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED 2) AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL G.J. SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON NA L I NC PATTERNS FOR 5I D LOADED BEAMS (i e . FLUSH BEAMS) PLATFORM FRAME GONSTRUGTION NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE • — 10) 8d -LOCATIONS REOUIRUN6 FIRE5TOPPING- AS FIRESTOPPING. NAILS FIB- FIRE- WOOD FIRESTOPPINS FIRESTOPPIN'S STOPPING STOPPING FIRE- FIRE- SOLE / FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS JOIST 5d COOLER NAILS o 10" O.C. NAILED' BOLTED' �i o 2"x4 BLOCK NAILED TO A.BRACE VERTICAL LOCKING 2 ROWS Ibd S ROWS 16d 2 ROWSXi" 2 ROWSXs' 2 BOW514' W/(4) IOd NAILS COMMON COMMON BOLTS 24• BOLTS BOLTS FIERINO 15 AP WHEN o - •12'O.G.• 0 12"O.G.• O C.STA68ERED° 012,104. 06,104. COVERING IS APPLIED STUD 20 (30.5 TRAP TO UNDERSIDE OF JOISTS GYPSUM BOARD THO ROWS 12"O.G. THREE ROHS 12"O.G. DOUBLE PLATE * 5d COOLER NAILS o 10" O.G. (lo) 8d NAILS BEAM SELECTION w/ 5TD. NAILING ° o 0 LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 n�l JOIST SHALL BE LOCATED DIRECTLY NOTE: END WALL 5TUD5 AS NOTED IN NOTES '7 $ 5 ° o ° o a o o ° s W NONCOMBUSTIBLE DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPING LOCATION �rEAi2T ENE OVER STUDS,UNLE55 TOP PLATE 15 4"o EDGE/I2" o FIELD FULLY BLOCKED I.TOP AND BOTTOM ROW5 SHOULD BE 2"FROM EDGES SOL E WOOD FIRESTOP OF GIRDER PING DE516NED TO CARRY THE LOAD SCREWS#6 - V4"TYPE W OR 5 MRESTOPPING LOGA71ON 5 LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A9 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE McMBER.USE WASHERS UNDER HEAD AND NUT. O @ O O O O O O O O OVERLAID ROOF S.STAGGER EACH ROW OF FASTENERS BY 12". O O 0 O 0 O O O O d 2'SPACE NOT \ � ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. V TO BE FILLED \ ® NONCOMBUSTIBLE FIRESTOPPING S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 l \ \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. 6.VALUES FOR NAILING CONNECTIONS MAY Be DOUBLED FOR 6'O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. \ " LOCATION "I STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING w/ F1RE5r 9.2 RO1 S OF 16d COMMON NAILS(12"O.C)FOR DEPTHS 12'OR LEW 4 8d NAILS LOCATION 5 OPP1N6 LOCATION a o EA.END o R.R. D.S ROWS OF 16d COMMON NAILS(12"04)FOR DE17145 OF 14",16.4 16'. LOCATION 10 -(I'FULL WIDTH 21. BLOCKIN Z O N CONSTRUCT ON SETA I LS Jul I ND LOAD PATH CONNECTION DETAILS I TOP PLATE DRILL 2"40 INTO ROOF INTERSECTION DES A I L DECK FOR STRAPPING INSTL. NOT TO SCALE I EXIST.OR NEW NEW R.R.SET W/ R.R. BELOW UPPER TOP PLATE LAPS 4 loci NTINUOUS LONER TOE NAILS NOTED II BLOCKIN6 TOP PLATE SPIKED TO R.R.'e ALIGN NEW 4 EX. R.R. AS SHOWN KING STUDS PLAN VIEW NOTE: 51MILAR a SHED' WOOD JO I S —O WOOD JO RooF,R.R. IN LINE CRIPPLE STUD BLOCKING JOIST HANGER HEADER z GENERAL REQUIREMENTS FOR IS REQUIREMENTS FOR o W INSTALLATION OF 01-INCHED NAILS INSTALLATION OF TOE—NAILS GIRDER/HEADER . WOOD GIRDER JACK STUDS WOOD JOIST MAIN MEMBER P �L .J01 ST FRAMING OVER WOOD 01 RDER JOIST FRAMING FLUSH W 1 TH 61 RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: McMBeRs DIAM.X 5 APPROX. 50° H/THE MAIN MEMBER 4 STARTED APPROX.ks THE LENGTH OF THE NAIL FROM THE MEMBER END, MODERN AGE I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,5TRAI6HT THROUGH AND BENT OVER BUILDERS A MIN. OF (5) NAIL DIAM.'s AT A �10° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST RESIDENCE 51X TIMES THE DIAM. OF THE NAIL RAFTER 5. O, NO MORE THAN 2 TOE NAILS SHALL BE (IN AVOID N STALLED N EA. OF A RAFTER OR GEILIN6 JOUST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS 2045 WILLOW DRIVE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BOTTOM PLATE BOTTOM PLAT BATHTUB — SUB FLOOR DOUBLE JOIST J DOUBLE JOIST --0 TOP PLATE EAST MARION, NY 11939 C_,,HIM. CHASE SECURING © STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS fl BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (SN M® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-SEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION H/ STUD5 TO ATTIC FLOOR 4 BLK'6 TO R/L SIDES H/ STRAPPING TO R/L SIDES) IL O w PAGE: TOP PLATE o O Q W ND RES 15TANT CONSTRUCT 1 ON CONNECTORS GHIM. CHASE WALL G-0044000 00NNECT(ON LOGAT ON: PART NUMBER: NOTES: o'w v R I DOE-TO-RAFTERS G520 @ 21 " APPLY TO EACH PAIR OF RAFTERS -z Q z- 0 RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 01 09 24 / / 4 OF 17 ROOF o A� z RAFTER—TO—PLATE H8 or H2.5 APPLY TO EACH RAFTER I � REO D BLO..KIN6 p O PLATE-TO-WA S C520 TO ALIGN H/ STRAPPING dd LL UD 8 APPLY TO EACH WALL STUD ® EA. LEVEL ABOVE ®z Q - THE FIRST FL. 2ND. FLOOR WALL-TO UST. FLOOR WALL LFTA or G520 © 56" .�"r ^t-. w APPLY TO EACH WALL STUD FLOOF✓GLG. ® • HEADER-TO-JACK STUD 0520 © 12" APPLY TO EACH JACK STUD H H CRIPPLE STUD—TO—HEADER H5 APPLY TO EACH CRIPPLE STUD 6 l SHEAR WALL HOLDDOWN ANCHOR 557B 16 APPLY TO EACH S I DEWALL ENDS , WRAP UNDER DOUBLE SILL PLATE 157. FLOOR-UNDER-SILL PLATE 0520 PLAN VIEW (USE WITH 3" SQUARE WASHERS) O� , SIDE VIEW USE THE FOLLOWING OR APPROVED SIMPSON METAL GONNEGTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENERAL 5"**r��50L (t- 1 0- 50'-2.1 Q EXISTING TO BE DEMOLISHED NEN PARTIAL HEIGHT 2'-8" 12'-0" - WOOD FRAME (L.G. 5TL. Iq W � EXISTING TO REMAIN { WHEN APPLICABLE W- - - - - - - J v Ii NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) / Q O a NEW DRAPED INSULATION Q NEW I-HR FIRE RATED BASEMENT WALL O Lo MASONRY - - - - 4 14 \1 w WOOD FRAME (L.G. STL. \1 12 m I6 LANDING 15 A_4O1 II �`I 6co VVV -ABOVE - - - I 12 c w O WHEN APPLICABLE) ® MIN. (2) 2"x4" STRUCTURAL _ -I - - PROP. 4" GONG. NEW 2-HR FIRE RATED POST FOR 4" WALLS(MIN. (2) 2"xb" STRUCTURAL CONDENSER L WOOD FRAME (L.G. STL. :. Lo Z .4- 0 _C _POST FOR 6" WALLS), U.O.N. •v e-- N WHEN APPLICABLE) w C 0 U FOUNDATION PLAN NOTES 0 p0 m ♦.�-, CO uo DOOR NOTE: NEW MEGH. AREA: A/C CONDENSERS: to C NO . 0 •• OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 0 1. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'S ID I. PROVIDE (2) NEW 2.5-TON A/C CONDENSERS BY Q a- m O ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL "RHEEM" OR APPROVED EQUAL. n 1 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT UNITS AS PER NYS MG 506.1 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH \!/ ON PLANS BY 'ANDERSEN', 'THERMATRU' (OR EQUAL). 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES ZONE (SEE THERMOSTAT NOTE FOR ZONE DESIGNATION). - 3.NOTE DOES NOT INDICATE EACH NEW DOOR REQUIRED PER NYS MG 504. 5.INSTALL AS PER MANUFACTURER SPECS. PROPOSED;SEE DE516NATIONS 4 DOOR SCHEDULE. 4.IF APPLICABLE, DISCONNECT, REROUTE, 4 RECONNECT 4.INSTALL UPON LEVEL &ROUND d PROVIDE GROUND 14 m A-502 tt 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR EQUIPMENT TO EXIST. PIPING AS REQ.'D. SURFACE (GONG. PAD OR OTHER) w/WE16HT RATING WALLS U.O.N. = 5. INSTALL AS PER MANU SPEG.'s SUFFICIENT TO ACCOMMODATE OR055 WEIGHT OF Q TYPICAL MECHANICAL AREA NOTES: CONDENSER. 6.PROVIDE (2) 2"xl0" HDR., U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS _ � I. FOR HD. FR. FLOOR - PROVIDE I/2" GONG, BD. BY APPLIANCE, AND AT LEAST 3' FROM WINDOWS/DOORS _ -1. SEE PAGE 6-003 FOR ALL OTHER FRAMING "DUROCK" (OR EQUAL) g V ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/6" 4 A-302 fj STAIR RAILING NOTE: TYPE X GYP. BIDAL F U305 (OMIT ON GONG. WALLS) FREEZE II FASTENED PROOF oORY BIB: (PRECISE N �'I b'-I 'I / 4�PROP. WATER LINE ^ ` (� O I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI d MIN. 10° 3. WHEN NEW, INSTALL FURNACE/BOILER A5 PER MANU, 0 2-3 10-O 2-3 2 g (`I✓J w Tr - RISERS SHALL BE CLOSED SPEC.'5 AND AS PER NY5 MECH. AND FUEL 6A5 GODS •° 8-I 2. 6REATE5T RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 4. WHEN EXIST. MECH. EQUIP. SHALL BE VERIFIED THAT LOCATION T.B.D. IN FIELD CONSULT w/OWNER) _ 2 � 8-1�2 -0. NOT EXCEED THE SMALLEST BY MORE THAN ". IT CONFORMS TO NY5 MECH. AND FUEL 6A5 CODE HOEDOWN (FOUNDATION TO IST FLOOR): j`- . ;o - - - Q l 2-O 4. STAIR55. 0OM IN 5HALL HAVE THEYS SHALL FOLLOWING CLEAR WIDTHSE AT LEAST ': 5 FRESCOMH AIR INTAKE FRO AIR VOLUME AS M EXTER OR PEG.'s - PROVIDE 12 HOLDOWN 'D' AS PER PAGE 6-005 p - - - - 14 O O `�---J - • - 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. 6. MAINTAIN OR PROVIDE FURNAGE/BOILER ELECTRICAL 13 HOEDOWN (GARAGE FOUNDATION TO IST FLOOR): iv L - - _ L 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. EMERGENCY SHUT OFF SWITCH HOEDOWN 'B' AS PER PAGE 6-003 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2'1" MIN. -7. FOR OAS SERVICE, PROVIDE OAS SHUT OFF SWITCH O� O MEGH• 12 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER GLIDING BASEMENT WINDOW Q - - - - - - = O 7 m MASONRY - o ROOM A-401 ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR CLEARANCES AS PER CODE 14 - SEE WINDOW SCHEDULE FOR MAKE AND SIZE. A-401 16 LANDING OR MORE RISERS A 9 - PROVIDE IND 12 = 16 0 AND WHERE SHOWN ON PLANS. . PROVIDE 3 FLOOR DRAIN IF REQ'D BY EQUIPMENT 4 W OW WEEL WITH COVER AS REQ D. 4 � - ABOVE_ � N _ 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED CONNECT TO SANITARY SYSTEM AS PER NY5 - J L- WALKING SURFACES LOCATED MORE THAN 50" ABOVE PLUMBING CODE TYPICAL GEOSED FOUNDATION ' N FIRST.FL FINISHED FLOOR OR GRADE, d WHERE SHOWN ON PLANS. IO.APPLIANGES JOINED THROUGH A COMMON NATURAL 15 ® PORCHES / PATIOS: c • - -1. 42" HIGH GUARDRAIL 4 SPINDLE 5PAGIN6 NOT TO DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL O I. SEE NOTED DETAILS 12 = `I F ALLOW PASSAGE OF A 4 4' SPHERE;36 HIGH SECTIONS OF 2020 NYS RG 6242-1. 2, ALL HDRZ• SURFACES SHALL BE PITCHED ® 1:48 AWAY HANDRAIL 4 SPINDLE 5PAGIN6 NOT TO ALLOW FROM BUILDING 12-3 �'' j PASSAGE OF A 4" 0 SPHERE. O FURNACE IO ELEC. PA L 5 3. FOR SLABS ABUTTINO FRAMING, INSTALL COPPER - 5. 6RIPPABLE RAIL AS PER CODE. NEW RHEEM-10000 BTU 6A5 FURNACE A-401 41. RAILING TO BE WOOD U.O.N. "R95TAO'OI5I'iM5A" (OR EQ.). FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, < I. VENT THROUGH ROOF. BED ALL FLASHING IN ASPHALTIC MASTIC ' GLO5ED P. GONG. STAIR: 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL J - - - - -.-°- - - - - - - - - - - - - - - r- r 2.F.A.I. THROUGH ROOF. ® I. TYP. 42" RAIL AS NOTED UNLESS < 30" ABOVE GRADE 3.INSTALL PER MANU. SPEC.'S BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER _ a 14 12 12 12 18 N 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. STL. 4 TO MAIN FOUND. 4 FA57ENIN6 SHALL BE AS PER RAIL MANU. PROVIDE 6 TANKLESS WATER HEATER , EXTERIOR GRADE PAINT AS REQ'D OR POWDER O NEW NAVIEN NPE-240A2 CONDENSING PROPANE Q 2 N COATING TANKLESS WALL-HUNG WATER HEATER (OR APPROVED Ib PROVIDE 4 SHELF FOR SLAB BEARING - - 3.SEE FOUND. PLAN 4 DETAIL EQUAL).� _ ,• SMOKE DETECTOR / GO DETECTOR NOTES: 1. VENT THROUGH WALL. CONCRETE APRON O I. CONTRACTOR SHALL PROVIDE GODS COMPLIANT 2•F.A.I. THROUGH WALL. 17 I. PROVIDE CONCRETE APRON SLAB TO TRANSITION BASEMENT - SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 3.INSTALL PER MANU. SPEG.S SMOOTHLY FROM SLAB EL. TO GRADE - -I UNFINISHED 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 HARD WIRED TO EACH OTHER w/BATTERY BACKUP, UNHEATED 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES WATER METER: 5. CROSS SLOPE MEASURED PERPENDICULAR TO SHALL NOT BE REQUIRED WHERE EXISTING ALARMS O 1. INSTALL NEW WATER METER IN BASEMENT TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:45 _ O 1555 2.SEE ALSO PLUMBING RISER DIAGRAM (2 SLOPE) _ - ARE NOT INTERCONNECTED, AS PER NYS R314.4. A-302 I e' i 3. PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND 3.INSTALL A5 PER NY5 PLUMBING GODS 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE u� • a A-30 PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. DOORS IN GARAGE _ 4.SMOKE /GO DETECTORS TO MAINTAIN 3 MIN. ELECTRICAL PANEL: 18 - POUR FOUNDATION WALL ® ALL DOORS TO THE BOTTOM °' PROVIDE 4" HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 8 NEW ELECTRICAL PANEL � m GONG 4 OPENING5 TO BATHROOMS w/SHOWER OR TUB. O ALL INSTALLATION AS PER NY5 ELECTRICAL CODE. OF SLAB (TYP) N r SLAB 5. INSTALL ALL AS PER MANU. SPEC.'S O _ 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR BURIED PROPANE TANK (SEE SITE PLAN): - 6ARAOE SLAB N ENERGY RECOVERY VENTILATOR: I9 Q r- IN COMPLIANCE WITH LOCAL CODE O I. PROVIDE NEW 1000 GALLON BURIED PROPANE TANK - Y2 ABOVE I. PROVIDE ERV FOR ENTIRE HOME S.F. 2.INSTALL AS PER MAU. SPEC.'S t` r 2. MODEL BY 'LENNOX OR EQUIVALENT; 3.INSTALL MIN. 10'-0" FROM DWELLING, SANITARY 4 STORM N INSTALL AS PER MANUF. SPECS WATER STRUCTURES, 4 BURIED UTILITY LINES;REFER TO `�` O I O 517E PLAN FOR INSTALLATION LOCATION. '. - J - 3 c SOIL BEARI G GAPAG GTE: Q ® O IB N 1TY N _ o I STRUCTURAL DESIGN OF FOOTIN65 A55UME5 A 501L d o SM/GO _ BEARING CAPACITY OF I TON/S.F. m m 2 O L d) LOURED CONCRETE AND STEEL REINFORCEMENT NOTES: CONCETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE - - 12 I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 4'-8" m FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE in HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 11 " Z DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTII�Y5. - - - - - - - - - - - - 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION 2. SPEGIFIGITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. (V SHALL BE DE-WATERED. THE POUR 517E SHALL REMAIN DRY FOR N ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL a N O ENCOUNTERED. CONFORM TO AGI 506. V NRY I6 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / 12 12 PATIO OABOVE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO • I 13 I6 • 13 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT TEMPERATURES WITHIN 10 F OF CONCRETE. �ry 4 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. Q PROF. WASTE Y N 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. Q PIPE Q Q � eN 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL REMOVE AS REOV. �p Q A5TMA615 GRADE 60. HAM FOR SLABS DO NOT NEED TO BE 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 41 COATED. PERMITTED WHEN NECESSARY. _ _ _ _ _ _ _ _ _ _ _ _ 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS PROJECT: SHALL BE 5TA66ERED. "1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER , o P 0 T: AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. - - - - - - - - - - - - - - - Q ,I - - - - - - - - - - MODERN A VI E 'I. PROVIDE MECHANICAL DEVICES AI HOLD STEEL 4 HARDWARE IN 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, W ry COVERAGES, AND PLUMBNE55. 9. NON-CHLORIDE, NON-GORRO51VE ACCELERANT ADMIXTURES ARE IT,_Oy2, _O Q,-3„ BUILDERS 5. CEMENT SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 CONCRETE. (A5TM C4a4/G4a4M,TYPES G AND E). 16'-2" 10'-8" RESIDENCE 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL IS'-6" 45-3y2 I6'-2° AREAS EXCEED ONE 5QUARE INCH. 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXP05ED $r I m 2045 WILLOW DRIVE REACHED A COMPRESSIVE STRENGTH OF 800 PSPEATED FREEZINO AND THANINS UNTIL GRETE HAS � � EAST MARION, NY 11939 Fi�0�'OSE17 FOU1�l7,�T101� i�L.Al�l 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AV 506. SCALE: 1/4" = I'-O" DRAWING TITLE: PROPOSED FOUNDATION PLAN DOOR SCHEDULE DOOR MATERIAL TAG DESCRIPTION MANUFACTURER p 4 N RA1REEG NOTES o PAGE: WIDTH HEIGHT 4 45 MIN. RATED IU - SELF GL051 N6 BASEMENT DOOR SCHEDULE A-lolmoo 001 SINGLE (EXTERIOR) THERMATRU 3'-O" 6'-8" I • I! . 3/4-CITE SINGLE � t F--002----�� (MECHANICAL) 2'-6" E ',� C1 DATE: 01/09/24 5 OF 17 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING STRAPPING DETAILS. SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER �? :• r) * FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER c 8 3, WINDOW CHART `:_. - - - - EGRE55 f CLEAR LIGHT VENT •gyp.. 4 ROUGH OPENING WINDOW DIMENSION # OPENING PROV. PROV. TAG TYPE MODEL WIDTH REO'D: 20" TEMP' PER PER HEIGHT REO'D:24" UNIT UNIT •` WIDTH HEIGHT 1 WIDTH HEIGHT (OPEN REQ'D: 5.1 S.F. AMERICAN Q (5) GLIDING CRAFTSMAN 2--7 I-3 2-6 I -2 2.0 I.O (OR EQ) OE I FERAL. ENT' : r Q Q a NEW PARTIAL HEIGHT 30'-2" Q EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. 12'-O" WHEN APPLICABLE) EXISTING TO REMAIN :o N NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ® ® 2 N STL. WHEN APPLICABLE) NEW DRAPED INSULATION / 2'-I" m 4 8'-II" O Q NEW I-HR FIRE RATED BASEMENT WALL O A-401 w O (O WOOD FRAME (L.G. STL. p m L M L 4 p WHEN APPLICABLE) ® MIN. (2) 2"x4" STRUCTURAL � � N Z I P05T FOR 4" WALLS a. ) L NEW 2-HR FIRE RATED (MIN. (2) 2"x6" STRUCTURAL p C Lo � WOOD FRAME (L.G. 5TL. P05T FOR 6" WALLS), U.D.N. =ry I 102 .- s- r- WHEN APPLICABLE) N " >, � 0U /-�-� O O m -+_' co PLAN NOTES O NEW LAUNDRY ROOM: O ++ Lf) I. NEW WASH/DRY HOOK UP DOOR NOTE: WINDOW NOTE: 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s KITCHEN C O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT w/SIZE OF EQUIP. 173.2 S.F. Oj O I. ALL NEW WINDOWS +� DOORS SHALL BE ANDERSEN 3.PROVIDE HOOK UPS AS REQ'S PER MANU. ma n¢ � � ON PLANS BY JELD-WEN (OR EQUAL.). CASEMENT,DOUBLE-HUNG, OR CLIDIN6 (AS NOTED). W 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INSTALL AS PER MANU. SPEC.'S. DRYER EXHAUST NOTE: ON PLANS BY 'ANDERSEN', 'THERMATRU' (OR EQUAL). 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; I. DUCT SHALL TERMINATE TO EXTERIOR 7'-O" 3'-10" Qo - 3.NOTE DOES NOT INDICATE EACH NEW DOOR SEE DESIGNATIONS 4 WINDOW SCHEDULE. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 10 - PROPOSED;SEE DE516NATION5 4 DOOR SCHEDULE. 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "6LAS5 WINDOWS OPENINGS O m 2 _ _ 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR AND DOORS" ON PAGE 6-002. 3.DUCT SIZE AS PER MANU. G' m _ _ - _- -_ -_ G- HALLS,U.O.N. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 4.DUCT SHALL BE EQUIPPED w/A BACKDR:AFT DAMPER 4 5. INSTALL AS PER MANU 5PEC.'s 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH r T A-3o2 -; A-3o2 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN d cV 6.PROVIDE (2) 2"x I O" HDR., U.O.N. 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: - L I V I NG/D I N I NG _ '1. SEE PAGE 6-003 FOR ALL OTHER FRAMING 6.1. FOR ALL 5KYL16HTS 4 OPERABLE PANELS OF CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 347 S.F. CONNECT THE DRYER T ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 5WIN61N6, 5LIDIN6, 4 BIFOLD DOORS I THE EXHAUST DUCT SYSTEM 14-6 3-5 r l SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 6.2. WITHIN 18" OF F.F. EXCEED 5 FEET AND SHALL BE LISTED AND LABELED OSTAIR B RAILING NOTE: 6.5. WITHIN 24" OF A DOOR IN ACCORDANCE WITH UL 2155A. -3 10'-01, rn I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 MIN. 10" 6.4. WITHIN 5TAIRWAYS 4 WITHIN 56" OF A LANDING 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D NATURAL LIGHT 4 (� W Tr - RISERS SHALL BE CL05ED 6.5. WITHIN TUB/5HOWER ENCLOSURES METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 2 - cv A VENTILATION 4'-0" 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL b.b. SEE ALSO GENERAL NOTES ON PAGE 6-002 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ram- FLOOR 520 S.F. 1 �`-2 I-0„ +J NOT EXCEED THE SMALLEST BY MORE THAN ". 1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND DUGT5 SHALL NOT BE CONNECTED WITH SHEET-METAL ® AREA 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST V-8". WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 50RENS _ t • - 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: (2) 2"xIO" HEADER U.O.N. -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 4 S.F. REQ. S.F. PROV. IIb 1 _ 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER LOCATION TO THE WALL OR ROOF TERMINATION. THE m " - -1 A LIGHT 41.6 S.F. q4.7 S.F. 4 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 31.5 MIN. NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 - � REQD O A-401 4.5. BELOW HANDRAIL,RAILS ON BOTH SIDES: 2'1" MIN. LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" FEET FOR EACH 45• BEND AND 5 FEET FOR EACH q0• - - - - - - ` 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LE55 THAN ABOVE GRADE OR THE ADJACENT SURFACE AT THE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES (- p O REav 20.8 S.F. 50.4 S.F. 13 O 2 v ONE SIDE OF EACH FLIGHT OF STAIRS CONTAININ6 FOUR BUILDING EXTERIOR. NOT INCLUDE THE TRANSITION DUCT. A-401 I 4 - OR MORE RISERS, AND WHERE SHOWN ON PLANS. Q ttl =ry MUDROOM NEW EXHAUST FAN SHALL BE INSTALLED WHERE c� PANTRY (3) RI1017.6111 _ 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED EGRESS NOTE: li'-8" , 43.q S.F. DN (2) Tr a12" ' WALKING SURFACES LOCATED MORE THAN 30" ABOVE 8 VENTILATION 15 NOT MET BY MEANS OF NATURAL FINISHED FLOOR OR GRADE, 4 WHEERE SHOWN ON PLANS. IN COMPLIANCE WITH NEW PORK STATE BUILDING O CIRCULATION THROUGH WINDOWS OR DOORS TO I -1. 42" H16H GUARDRAIL 4 SPINDLE SPACING NOT TO CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION 14-q ALLOW PASSAGE OF A 4" <P SPHERE;36" HIGH EORE55 SHALL BE FOLLOWED: _ I 103 Ecn 403.3.2.3; INSTALL AS PER MANU. SPECS rci)_)l 12 I HANDRAIL 4 SPINDLE 5PACIN6 NOT TO ALLOW m 5'-'i" 6'-7" 4'-O" - PA55A6E OF A 4" 0 SPHERE. NET CLEAR OFF-NINO........... 24 S.F. N E L O O � n 1b. 6RIPPABLE RAIL AS PER GORE. NET CLEAR HEIGHT............... 24" MINIMUM NEW PLUMBING FIXTURES: IIS 105 VJ q. RAILING TO BE WOOD U.O.N. NET CLEAR WIDTH................. 20" MINIMUM O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. CLOSED P. GONG. STAIR: TYPICAL BATHROOM NOTE: 4 I'-Oy2" ® I. TYP. 42" RAIL AS NOTED UNLESS < 30" ABOVE 6RADE O I. WALL BOARD NEW FLOOR (TYP.): 10 •ry 4 q 2.RAILING SHALL BE WROUGHT IRON OR 6ALV. 5TL. I.I. INSTALL M015TUR.E RESISTANT 6YPSUM BOARD IN 10 I. NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SGREYU; LAUNDRY z cV FASTENING SHALL BE AS PER RAIL. MANU. PROVIDE ALL BATHROOMS $lT ROOM 1 4 Q 2 - `- 2 - - SCREW PERIMETER OF SHEATHING 6' O.G. 4 12' O.G. EXTERIOR GRADE PAINT AS REOV OR POWDER 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND INTERIOR. d Z 0 II 53.7 S.F. p x m�, / COATING TUB SURROUNDS 2.NEW FINISHED FLOOR PER H.O. SELECTION 2 0 O -- r- ® / 3.SEE FOUND. PLAN 4 DETAIL 2. SHOWER FLOORS BED0 5 5 P#1 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON NEW TILE FLOOR: - OSMOKE DETECTOR / GO DETECTOR NOTES: 2.2. CONCRETE MUD-SET (SLOPE I/8 PER FOOT II 1. NEW TILE FINISH (H.O. TO SELECT) UPON 3 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT TOWARDS DRAIN) UPON 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON SMOKE / CARBON MONOXIDE COMBINATION DETECTOR 2.5. WATER PROOF MEMBRANE TO COVER SHOWER L� / HARD WIRED TO EACH OTHER w/BATTERY BACKUP. FLOOR, WRAP DRAIN 4 ATLEAST IS" UP WALLS 3.NEW " DUROCK CF-MF-NTBOARD (OR EQUAL) UPON �- dJ a NATURAL LIGHT 4 K \ o 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES 4.NEW �" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); c 7,_Oy2„ 2,i p„ - - - SHALL NOT BE REQUIRED WHERE EXISTING ALARMS SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® - N VENTILATION \ _ ARE NOT INTERCONNECTED, AS PER NYS R314.4. O NEW ATTIC ACCESS -ACCESS HATCH: INTERIOR. FLOOR \ A-3o2 I. MIN. 350 # CAPACITY A-502 220 S.F. 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND AREA _ 1 \ PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") ELECTRICAL METER: O \ \ 4.5MOKE / GO DETECTORS TO MAINTAIN V MIN. 3.DBL. FRAMING WHEN NEW OPENING 12 = E S.F. REQ. S.P. PROV. W I•G. C HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-4q INSTALL NEW ELEC. METER AS PER NY5 MECH. CODE, 4 T L16HT 55.1 S.F. 13'-4y2" 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. INSULATION ABOVE w/ PC. FR. (OR EQ) BAFFLE OR UTILITY CO. STANDARDS N - cv REQ,D 17.6 S.F. 51.7 S.F. 0 F- 7 L - - - - 5. INSTALL ALL AS PER MANU. SPEG.'s RETAINER TO PREVENT INSULATION FROM ENTERING O , 4 _ - 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 THERMOSTAT: i m VF 8.8 S.F. 30b S.F. 1 3 = O I O Q O iv IN COMPLIANCE WITH LOCAL CODE (OMIT WHEN ATTIC, AGGE55 DOES NOT PENETRATE 13 1. PROVIDE THERMOSTAT FOR TWO ZONES: m ry ry m THERMAL ENVELOPE OF BUILDING). - ZONE 1: FIRST FLOOR 3'-6" 4'-0" A O -�_� - ry ry 5. INSTALL AS PER MANU. SPEG.'s - ZONE 2: SECOND FLOOR 3 O ALIGN 6.CONSULT H.O. FOR PRE015E LOCATION OF ACCESS. 2. H.O. TO SELECT MODEL; INSTALL AS PER = / MANUF. 5FE05 r _ - O J FOYER 5M/CO tt1 �10 OI4 HOLDOWN (IST TO 2ND FLOOR): I q HOLDOWN 'A' AS PER PACE 6-003 • 5'-5A Oe OPEN TOl 2 GAR ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "5-003" FOR NAILING Q STRAPPING DETAILS. F 8 ` III 6' Ioq 6 ABOVE 1 ry - 55o S F&ARAOE K \ S �, BATHROOM ` _ 0 SEE DOOR SCHEDULE FOR ALL CLASS DOORS FROM SAME MANUFACTURER ** FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER 0 q q6.4 S.F. O l0 1 \ \ 4 5L4L6 I q _ 4'-O" \ WINDOW CHART ------ - I 4'-0° II , ATH. l01 \ CLEAR LIGHT VENT :� U m O II - - - ROUGH OPENING WINDOW DIMENSION FL 4 B 4 B_ �` z OPENING TEMP. PROV. PROV. 3-10 2-q 2-q' 3 10 Q TAG TYPE MODEL # ___L _ WIDTH REQ'D: 20" PER PER WIDTH HEIGHT WIDTH HEIGHT HEIGHT REOV:24" UNIT UNIT ry OPEN REOV: 51 S.F. - - U IL A (6) DOUBLE-HUNG LWDH24410�F 2'-6 �" 5'-O 2'-5 5'-O �" 5.28 4.74 4 D 4 D COVERED PORCH ry 322 S.F, ry 4 G 4 4 G B (2) DOUBLE-HUNG I WDH24410 2'-6 �" 5'-0 �" 2'-5 5'-O [� 8.28 4.74 4-6 2 IO-O 5-I I 41-by2 G (6) DOUBLE-HUNG WDH210410 3'-O �" 5'-O 2'-II 7-5,-0 10.45 5.83 0� ;� =cv = Lu � ry Qo a D (2) DOUBLE-HUNG WDH210310 3'-0 4'-0 �" 2'-11 i" 4'-0 J"7 �I Q Q E (5) DOUBLE-HUNG [ WDH24510 2'-6 �" 4'-O ," 2'-5 4'-O �" a 6.37 3.66 N PROJECT: LL F 3 DOUBLE-HUNG HDH24510 2'-6 " 4'-o " 2'-5 " 4'-o7,11El - BUILDERS G (4) CASEMENT GXW14 3'-O 4'-O 2'-II 4'-O" i' [� q.5 4.0 8'-3" 8'-l0" m q'_3" L H (5) (2 IN ATTIC) [ WTR2423 2'-6 J" 2'-5 i" 2'-5 i" 2' " 18'-b" Ib'-2" 1Q'-8" RESIDENCE 45'-3y2" ptI (2) AWNING A3I �L 3-o2-o $� $r � m° 2045 WILLOW DRIVE J (4) AWNING A51 3'-0 �" 2'-0 J" 2'-11 J" 2'-O J" 4.5 1.4 EAST MARION, NY 11939 K (1) AWNING L A251 2'-4 9" 2'_0 i" 2'_4 i" 2'_o i" © PROPOSED FIRST FLOOR PLAN V� L (3) DOUBLE-HUNG VCH2O510 2'-2 J" 4'-0 9" 2'-1 9" 4'-O �" 5.26 3.Oq SCALE: 1/4" = 1'-O" DRAWING TITLE: M (1) PI CTURE L P3o4o 4'-0 " 2'-11 " 4'-0" CIA PROPOSED FIRST FLOOR PLAN N (2) CASEMENT GXWIS 3'-0 5'-0 2'-II 4'-II 9" [� 12.1 11.5 0 (1) DOUBLE-HUNG C WDH2O32 2'-2 �" -3I -4 2'-I 3'-4 �" P (U GA5EMENT �F GXWI5 3'-0 5'-0 2'-11 J" 4'-11 g" IF Q [� 12.1 11.5 PAGE: AMERI GAN Q (3) GLIDING CRAFTSMAN 2'-'7 J" 1'-3 2'-6 J" 1'-2 4" 2.0 1.0 (OR E0) A-102 ., 00 DOOR SCHEDULE 107 GARAGE DOOR --_- - J - - DATE: 01/09/24 6 OF 17 DOOR MATERIAL 105 GARAGE DOOR 8'-O" 8'-O" ---- Q I' RATING SINGLE JELD-WEN 2'-4" 7'-O" • TAG DESCRIPTION MANUFACTURER J N NOTES IOQ WIDTH HEIGHT 3 45 MIN. RATED 110 SINGLE JELD-WEN 2'-6" 7'-011 � I SELF-CLOSING t�_ FIRST FLOOR 111 SINGLE JELD-WEN 2'-6" 7'-O" • 101 SINGLE (EXTERIOR) THERMATRU 3'-O" 7'-O" • • 3/4-CITE SINGLE JELD-WEN 2'-4" 7-O • - �'� F_ 4-PANEL SLIDER _ :A ! 102 (EXTERIOR) ANDERSEN II'-q" 6'-10 I FWGD II10611-4 113 SINGLE JELD WEN 3-O 'f-O �;�� . ;`y ,. -'+ 103 4-PANEL SLIDER ANDERSEN q'-q" 6'-10 • JJ • •�I FWGD g10611-4 114 SINGLE JELD-WEN 2'-6" '1'-O" • '� ' �,i `' ' (EXTERIOR) -� i 115 SINGLE JELD-WEN 2'-6" IE 7'-O" • ��'y�. r ~w 104 SINGLE (EXTERIOR) THERMATRU 2-6 7-O �� FULL-CITE �� jT�., ✓,__ �j) 105 SINGLE (EXTERIOR,) THERMATRU 2'-8" 7'-0" • ®� LlJJ J_ J_J• J HALF-CITE 116 POCKET JELD-WEN 2-6 7-O • - 106 51NGLE (GARAGE) T8D 2'-6" 7'-0" 1 ! • [� 0ENEAL 5Yt,-150L a 0 _ EXISTING TO BE DEMDEMOLISHEDNEW PARTIAL HE16HTWOOD FRAME (L.G. STL. ui W EXISTING TO REMAIN WHEN APPLICABLE) -j v NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) �LoV NEW DRAPED INSULATION Q c 0 NEW I-HR FIRE RATED BASEMENT WALL \I w CO V "v WOOD FRAME (L.G. STL. O WHEN APPLICABLE) ® MIN. (2) 2"x4" STRUCTURAL O G Of L. 23'-5y2" L (MIN. (2) 2"xb" STRUCTURAL P05TFOP, 4" WALLS - - - - - - - - - - - - - - - - - - - - - -' f C,4 NEH _ RATED Lo Z d' WOOD FRAME (R POST FOR 6" WALLS), U.O.N. 12'-II" q'-O" I � •v r- N WHEN APPLICABLE 4'_IOy„ i_q„ 5'-�`6�2_q 3-6 x J 14 N N 4 P I 4 14 O C) FLOOR PLAN NOTES O NEW LAUNDRY ROOM: Lo 7 I. NEW WASH / DRY HOOK UP I :� • - DOOR NOTE: WINDOW NOTE: 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s 14 1 Q a O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN w/SIZE OF EQUIP. 4 14 Q ON PLANS BY 'JELD-WEN' (OR EQUAL.). CASEMENT,DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). 3. PROVIDE HOOK UPS AS REQ S PER MANU. n \ 2.INSTALL NEW EXTERIOR DOORS WHEN CALLED OUT INSTALL AS PER MANU. SPEC.'S. DRYER EXHAUST NOTE: W ON PLANS BY 'ANDERSEN', 'THERMATRU' (OR EQUAL). 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; I. DUCT SHALL TERMINATE TO EXTERIOR (V 10 3.NOTE DOES NOT INDICATE EACH NEW DOOR SEE DESIGNATIONS 4 WINDOW SCHEDULE. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 3.FOR SUBSTITUTIONS, 5EE NOTE #q IN "GLASS WINDOWS OPENINGS ' 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR AND DOORS" ON PAGE 6-002. 3.DUCT 51ZE AS PER MANU. WALL5,U.O.N. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HIN6E. 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER BEDROOM #4 5. INSTALL AS PER MANU SPEG.'s 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WA5H 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 6.PROVIDE (2) 2"AO" HDR.,U.O.N. 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 4 4 o - 1. SEE PAGE 6-003 FOR ALL OTHER PRAMING 6.1. FOR ALL SKYLIOHT5 4 OPERABLE PANELS OF CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 5WIN61N6, SLIDING, 4 BIFOLD DOORS SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO G- BATHROOM cv r 1 6.2. WITHIN IS" OF F.F. EXCEED 8 FEET AND SHALL BE L15TED AND LABELED A-502 11q.4 S.F. m ' A-302 OSTAIR $ RAILING NOTE: 6.5. WITHIN 24" OF A DOOR IN ACCORDANCE WITH UL 2158A. = -�� n 1 m 2 I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI 4 MIN. 10" 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D a NATURAL LIGHT 5 K f I I I Tr - RISERS SHALL BE CLOSED 6.5. WITHIN TUB/SHOWER ENCLOSURES METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS VENTILATION q e 2. GREATEST RISER HE16HT IN A FL16HT OF STAIRS SHALL SEE PASSE AL50 eOR FARAMOT ELEMENTS AROUND RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST L s FLOOR 208 S.F. • NOT EXCEED THE SMALLEST BY MORE THAN '. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST V-8", WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM SCREN a AREA 3 O 4 - Q m ♦ - 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: (2) 2"xIO" HEADER U.O.N. 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 14-6 S.F. RE0. S.F. PROV. - i + 4.1. BETWEEN CLEAR HE16HT 4 HANDRAILS: 56" MIN. 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PR LOCATION TO THE WALL OR ROOF TERMINATION. THE • Q 1 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 13'-4° REQb Ib.b S.F. 32b S.F. 5M/GO dJ 4.5. BELOW HANDRAIL, RAILS ON BOTH 51MES: 27" MIN. LE55 THAN 24" ABOVE F.F.,THAT ARE MORE THAN '72" FEET FOR EACH 45• BEND AND 5 FEET FOR EACH q0• I S. HANDRAIL5 SHALL BE PROVIDED ON NOT LE55 THAN ABOVE GRADE OR THE ADJACENT SURFACE AT THE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES J VENT 8.3 S.F. 25.8 S.F. ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR BUILDING EXTERIOR. NOT INCLUDE THE TRANSITION DUCT. OR MORE RISERS, AND WHERE SHOWN ON PLANS. II,q 1: G 4 G 4 14 1 ,�20.b S.F. O FL �F 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51DED EGRESS NOTE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE WALKING SURFACES LOCATED MORE THAN 30" ABOVE IN COMPLIANCE WITH NEW YORK STATE BUILDING 8 VENTILATION 15 NOT MET BY MEANS OF NATURAL 1 FINIS ' '1. 42" HFED FLOOR OR I6H GUARDRAIL $ SPPINDLE SPAG N6 NO TO SHONN ON CODE,CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF O OUTDOORCIRCULATION THROUeH SPACES AS PER I NOPsIS OR DOORS TO YS MEGH. CODE SECTION 6' EORE55 SHALL BE FOLLOWED: _ ALLOW PASSAGE OF A 4 � SPHERE;5611HIGH 403.3.2.3; INSTALL AS PER MANU. SPECS = ! cV 14 1 10'-"jy2" 6' HANDRAIL 4 SPINDLE SPACING NOT To ALLOW - m BENCH 3 PA55A6E OF A 4" 0 SPHERE. NET CLEAR OFIENINO........... 5.1 S.F. ' J O 2 O n \ NET CLEAR HEIGHT............... 24" MINIMUM NEW PLUMBING FIXTURES: BEDROOM #2 204il W 5. 6RIPPABLE RAIL AS PER CODE. - -I_ NET CLEAR WIDTH................. 20 MINIMUM O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. L 's �L�160 S.F. 12-I I �-4-jy2 .I�-4 6 q. RAILING TO BE WOOD U.O.N. SEE AL50 PLUMBING GENERAL NOTES ON PAGE G-002. 10 14 X D � SM/C CLOSED P. GONG. STAIR: TYPICAL BATHROOM NOTE: p 13 O 2'-0" ® 1. TYP. 42" RAIL AS NOTED UNLE55 < 50" ABOVE GRADE O 1. WALL BOARD NEW FLOOR (TYPJ; 4 4'�2 2.RAILING SHALL BE WROUGHT IRON OR CALV. STL. I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN l0 1. NEW Jy" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); NATURAL IGHT 4 3 2 Q : / J 14 m 6 4 6 4 14 m FASTENING SHALL BE AS PER RAIL MANU. PROVIDE ALL BATHROOMS SCREW PERIMETER OF SHEATHIN6 6" O.G. 4 12" O.G. ® 5M/ O 10 VENTILATION EXTERIOR GRADE PAINT A5 REQ'D OR POWDER 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND INTERIOR. COATIN6 TUB SURROUNDS 2.NEW FINISHED FLOOR PER H.O. SELECTION FLOOR 160 S.F. 3.SEE FOUND. PLAN 4 DETAIL 2. 5HOWER FLOORS AREA ;b CL. 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON NEW TILE FLOOR: S.F. REO. S.F. PROV. i- ATHROOM O O SMOKE DETECTOR / GO DETECTOR NOTES: 2.2. CONCRETE MUD-5ET (SLOPE I/8" PR FOOT II SITTING AREA lY _ g O 1 cV 1. NEW TILE FINISH (H.O. TO SELECT) UPON - 4 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT TOWARDS DRAIN) UPON LIGHT 6 * 18"1.'1 S.F. in 1 53.2 S.F. 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON 12b S.F. 2q.5 S.F. SMOKE / CARBON MONOXIDE COMBINATION DETECTOR 2.5. WATER PROOF MEMBRANE TO COVER SHOWER REQ'D cV y + M 5 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. FLOOR, WRAP DRAIN 4 ATLEAST IS" UP WALLS 3.NEW " DUROGK GEMENTT3oARD (OR EQUAL) UPON ' O i tV dJ 14 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); `A 4 JQ;D 6.4 S.F. 14.5 S.F. 1 n N FL q SHALL NOT BE REQUIRED WHERE EXI5TIN6 ALARMS 5CREW PERIMETER OF SHEATHIN6 6 O.G. 4 12" O.G. ® _ L_ I �i - II ARE NOT INTERCONNECTED, AS PER NY5 R314.4. O NEW ATTIC ACCESS -AGGE55 HATCH: INTERIOR. 502 - - - - - - - - - - - - - - �; BENCH �- O(E 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND 1. MIN. 550 # CAPACITY �ry - PER GENERAL ELECTRICAL NOTES ON PACE 6-002. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") ELECTRICAL METER: �! 1 SM/CO 3 •� 201 ¢J 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. 3. DBL. FRAMING WHEN NEW OPENING 12 - �` HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-41 INSTALL NEW ELEG. METER AS PER NYS MEGH. CODE, 4 '7tu 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. INSULATION ABOVE w/WD. FR. (OR EQJ BAFFLE OR UTILITY CO. STANDARDS 203 a`1+-b II dL. BEDROOM #3 >,:��< 5. INSTALL ALL A5 PER MANU. SPEC.s RETAINER TO PREVENT INSULATION FROM ENTERING • 25'7A S.F. b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 THERMOSTAT: N _ I 5M/G0 4 m _ IN COMPLIANCE WITH LOCAL CODE (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 13 1. PROVIDE THERMOSTAT FOR TWO ZONES: = W.I.G. g BATHROOM � 502 THERMAL ENVELOPE OF BUILDING). - ZONE I: FIRST FLOOR 31.1 S.F. 62.2 S.F. .p S. INSTALL AS PER MANU. 5PEC.'s - ZONE 2: SECOND FLOOR 5 - \ I NATURAL LIGHT I$ G 6.CONSULT H.O. FOR PRECISE LOCATION OF AGGE55. 2. H.O. TO SELECT MODEL; INSTALL AS PER FL • cc(� VENTILATION O MANUF. SPECS BE q m FLOOR 25l S.F. w 14 HOLDOWN�A I AS PER PADCE FLOOR): G-003 _ HO AREA / OPEN TO S.F. REQ. S.F. PROV. ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING 8 5TRAPPING DETAILS. 14 4 E 4 F 4 F 14 BELOW 14 REab 20.6 S.F. 3q.0 5.F. 14 '�♦ SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER N FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER 3'-6" 2'-'I" 2'-2}�2" 3'-8y2" / VENT 10.5 S.F. 52b S.F. WINDOW CHART CLEAR LIGHT VENT N ROUGH OPENING WINDOW DIMENSION OPENING PROV. PROV. I4 4 A 4 A 4 A 14 14 4�� o 4 6 I4 z TAG TYPE MODEL # ui HEIGHT RENIDTH aQD:24'I TEMP. PER PER � "Y'2" WIDTH HEIGHT WIDTH HEIGHT LOP EN 5.'1 5.F. UNIT UNIT 3 4 3 3 10 0 A (6) DOUBLE-HUNG WDH24410 2-b IF 5'-0 2-5 J Ev-0 8.215 4.'14 - - - T U B (2) DOUBLE-HUNG WDH24410 2'-6 �" 5'-O 2'-5 5'-O [� 8.28 4.'14 II'-6y2" -- -7'-I" I6'-2" 2'-O" 22'-10" G (b) DOUBLE-HUNG WDH210410 IF 3'-O �" 5'-O 2'-II 5'-O [� 10.45 5.55 I7'-II" i7'-4" 5'-6y2" 5'-'ly2" 2'-8y2" I'-q" LU AY D (2) DOUBLE-HUNG HDH210510 3'-0 �" 4'-0 �" 2'-II 4'-0 J" [� bo'-lo" Q o E (5) DOUBLE-HUNG WDH24310 2-b C 4-O 2-5 4'-0 6.51 3.66 ❑ ❑ PROJECT: LL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MODERN AGE F (3) DOUBLE-HUNG WDH24310 2'-6 �" 4'-O �" 2'-5 4'-O �" [� �� G (4) FCASEMENT C GXWI4 3'-O 4'-O 2'-II 4'-O" q.5 q.0 O TRANSOM _ ° $ Q BUILDERS H (3) WTR2423 2'-6 �" 2'-5 i" 2'-5 " 2'-5 " 7,E- RESIDENCE _-_ -_ (2 IN ATTIC) �L 1 (2) AWNING A51 3'-O 2'-0 2'-11 2'-O J" Q 2045 WILLOW DRIVE J (4) AWNING A31 s'-o �" 2'-0 i" 2'-II J" 2'-0 �" 4.3 1.4 EAST MAR ION NY 1193 K (1) AWNING C A251 2'-4 J" 2'-O i" 2'-4 i" 2'-O �" Q FROFCSED SEGONI1 ) FLOOR PLAN 9 L (3) DOUBLE-HUNG WDH2O310 4'-0 J" 2'-i 4'-0 �" 5.26 3.Oq J SCALE: 1/4 - I o DRAWING TITLE: M (1) PICTURE C P5040 V-0 " 4'-0 �" 2'-11 R" 4'-O" q.4 PROPOSED SECOND FLOOR PLAN N (2) CASEMENT CXN15 3'-O 1 5'-0 2'-II i" 4'-If �" [� 12.1 11.5 0 (1) 7F DOUBLE-HUNG E_ NDH2O52 �1 2'-2 J" V-4 J" 2'-1 i" V-4 g" _7_ _7E P (I) CASEMENT GXWI5 3'-O 5'-O 2'-II 4'-II J" [� [� 12.1 11.5 AMERICAN PAGE: Q (3) GLIDING CRAFTSMAN 2'--1 I'-3 2'-6 J" I'-2 2.0 1.0 (OREQ) A-103m00 DOOR SCHEDULE 207 SINGLE JELD-WEN 2'-b" 7'-O" J • i� DOOR MATERIAL 205 (2) DOUBLE SWING JELD-WEN 2-O 7-O 1 l CLOSET DATE: 01/09/24 7 OF 17 „ 71 TAG DESCRIPTION MANUFACTURER p RAILNG I NOTES ! 20q (2) DOUBLE SWING JELD-WEN 2'-O" - '1'-O" -• - ;� �I�' CLOSET WIDTH HEIGHT ►- Q SELFI cLo5N. iN6 210 SINGLE D-WEN 2'-6" =-5- __jELI • SECOND FLOOR -L � " er 201 SINGLE JELD-WEN --2'-b '1-0 202 SINGLE JELD-WEN 2'-6" '1'-O" �I r C 203 POCKET - JELD-WEN 2'-6" 7'-O" • a. 204 SINGLE JELD-WEN 2'-6" 7'-O" • t 205 SINGLE JELD-WEN �2-6" '1'-0" • °� �~ �'� ��j a 206 POCKET JELD-WEN 2'-9," •1'-O" U�� 0 I `FERAL 5 I �50L ICE I : CL Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Q,� — J HOOD FRAME (L.5. STL. li WHEN APPLICABLE) W EXISTING TO REMAIN J 0 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) [Q m Q +' N Lo NEW DRAPED INSULATION / 4 NEW I-HR FIRE RATED BASEMENT WALL 0 WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) ® MIN. (2) 2"x4" STRUCTURAL • O POST FOR 4" WALL5 — — — — — — — — — — — — — — — — — — — NEW2-HRFIRE RATED +� WOOD FRAME RA STL. (MIN. (2) 2"x6" STRUCTURAL z ® T 0 C Lo Z d- WHEN APPLICABLE) POST FOR 6 WALLS), U.O.N. �? 13- •p N cEl :3 co 0 O m +t " a-+ O 4 X3 ALUM. N DOWNSPOUT DOWN O p TO SPLASH GUARD „Q O ® GRADE ('IYP) (VI Jl 2"x8" R.R. ® I6" O.G. 2"xl0" R.R. 2"xl0" R.R. ® 16" O.G. ® 16" O.G. A-302 i A-302 5:12 PITCH OVERHANG BELOW. 4"X3" ALUM. 9:1� 11:12PI_T_CH SEE DETAIL DOWNSPOUT DOWN �1 J #12(A-401) TO SPLASH GUARD u — — q ® 6RADE (TYP) Q7 N X �� U " 6A5 FURNACE 4"X3" ALUM. Aj n 0 EJ 6A5 FURNACE N DOWNSPOUT DOWN ® ^� _ — — — — — — — L — J VENT d F.A.I. TO SPLASH GUARD -0 \ VENT $ F.A.I. I (SEE ELEVATIONS) j ® &RAVE (TYP) Nz FURNACE IN ATTIC 5PAGE. SEE NOTE — 2"X10" R.R. I 2"xl0" R.R. (SEE ELEVATIONS) #5 ON A-103. ER EQUIPMENT TO BE O np® Ib" O.G. \ LOCATED IN A IC SPACE ALSO. z — — — POST TO RIDGE / - - - - -- - - - - - 10:12 PITCH 10112 PITCH �J \ Q I DRYER VEyllol / \< y D N (SEE ELEVATIONN ® i x X - 0. x ry+ 0. nI �h �/ sOLi c_v \ / VF K \ � / a lry OST TO RIDGE POST TO RIDGE n 0 302 - x (2) 1."75"xI1.95 15" MICRO. RIDGE POST TO RID POST TO RIDGE `r " H \ H X ci 0 N b !� �� x ® POST TO RIDGE 2 (2) 2"XI2" RIDGE 502 7. �<Ln `z I •• `ry 12:1�_P� ^ 12:1122 PITCH O V 0.1 2"xl0" R.R. I 2"xl0" R.R. \ I "I 016,10.0. ® I6" O.G. — — — � x N ® �I - - - - - - - - - - — o L- — — — — — — — - - � W m a A w I I I o - -� - - - - — - - - - - - - - - - - - - - - 1 X H � 4"X3" ALUM. a DOWNSPOUT DOWN j(f 0 (I p H Q TO 5PLASH GUARD A n m - 0 Q ® GRADE (TYP) 4"X3" ALUM. `fl DOWN5POUT DOWN ® O <TO SPLASH GUARDE � C ® &BADE (TYP) � I °N � PROJECT: L - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - " ® MODERN AGE GUTTER HIGH m m BUILDERS POINT (TYP) Q RESIDENCE 2045 WILLOW DRIVE F OPOSEI7 ROOF PLAN EAST MARION, NY 11939 SCALE: 1/4" = I'-o" DRAWING TITLE: PROPOSED ROOF PLAN PAGE: A-104mOO DATE: 01/09/24 8 OF 17 �- r) r, IL ELEVATION NOTES Q O ROOFING: O W I. SEE NOTE ® SECTION 2. ASPHALT ROOFING 51N6LE5, COLOR 4 STYLE TBA(OR J QUAL) (MIN 50 YR. WARRANTY)E OROOFING: 4 T I w N I. SEE NOTE ® SECTION Lo 2. STANDING SEAM METAL ROOF, COLOR 4 STYLE TEA Of Q 0) (OR EQUAL) ---- Z C'^ W O 3 SIDING: _I. SEE NOTE ® SECTION 2 0 Q 2. LAP CEMENT 51DIN5, COLOR 4 STYLE TEA (OR EQUAL) - 12 ++ (V • I (MIN 50 YR. WARRANTY) SIDING: 12 � C Lo Z -.4- O I. SEE NOTE ® SECTION 2 I •� X CV 2. VERTICAL BOARD 4 BATTEN SIDIN6,COLOR 4 STYLE �1 Q U TEA (OR EQUAL) (MIN 30 YR. WARRANTY) 0 -+� uj O O5 STRUCTURAL PERMAGAST COLUMN 8" SQUARE O (V 0 Q � a— m0 O PROVIDE'AT ALL ZNEW(WOINDOWB/DOORS (TYP)OR CASING: n , W NEW TRIMS: _ OPROVIDE NEW EXTERIOR TRIM A5 PER ELEVATION 6 DRAWINGS: CORNER BOARDS 5 �", BELLY BAND 8",AND FACIA +/- 6" DEPENDENT ON ROOF. `} Ob NEW DRYER VENT: — SEE NOTE ® PLAN / OA AO r \ m r O NEW MECHANICAL UNIT DIRECT V LL ENT: (1 1 INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANL. N W SPEG.'5 IN FULL CONFORMANCE H/VENTING CLEARANCES REQUIRED PER NYS MG 504. -�� F.F. F.F. - to NEW HOSE BIB ONEW MECHANICAL UNIT FRE5F4 AIR INTAKE: U II INSTALL AS PER MANU. 5PEG.'5 3 BASEMENT WINDOW: 5 \ 101 12 BASEMENT WINDOW PER WINDOW SCHEDULE. . — PROVIDE WINDOW WELL AS REQUIRED. STANDING SEAM OVERHANG: O 13 SEE DETAIL #12 (A-401) - 0 ° 0 O O r i F.F.GRADE - - - GRADE Q I�--45'-10" TO SIDE PROPERTY LINE 45'-0" TO SIDE PROPERTY LINE N FAST ELEVATION (FRONT) SCALE: 1/4" = I'-O" ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "6-003" FOR NAILING $ 5TRAPPIN6 DETAILS. '�• SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER WINDOW CHART 6 4 7 I EGRESS ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT TAG TYPE MODEL # OPENING TEMP. PROV. PRO\/. WIDTH REOV: 20" PER PER - -12- HEI6HT REO'D:24" UNIT UNIT WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: A (6) DOUBLE-HUNG WDH24410 2 2ill 5''-6 �" 5'-O '-5 ill J" 45.28 4.74 B (2) DOUBLE-HUNG WDH24410 5'-0 2'-5 5'-O Q 5.28 j 4.14 O G (6) DOUBLE-HUNG WDH210410 3'-0 5'-0 -Ili,, 5'-O i" [� 10.45 520 12 D (2) DOUBLE-HUNG WDH210310 L4__ '-O �" 2'-I I IF4'-O 1" J I 4 E (3) DOUBLE-HUNG WDH24510 2'-6 �" 'I 4'-O �" 2'-5 4'-O 6.37 3.66 12 2 F (5) DOUBLE-HUNG WDH24310� 4'-0 J" 2'-5 4'-0 J" Q q ol CASEMENT — CXW14 3'-0 "� 4'-0 " 2'-11 R" 4'-0" [� QS C1.0 4 TRANSOM - 12 (2 I N ATTIC)H (5) WTR2423 2-6 2-5 2-5 2-5 G 1 (2) AWNING A31 3'-O " 2'-O " 2'-II " 2'-O J (4) AWNING A51 3'-0 2'-0 g" 2'-II E" 2'-0 J" 4.3 1.4 — 12 6 PROJECT: K (1) AWNING A251 2'-4 �" 2'-O " 2'-4 i" 2'-O J" [� 12 F.F. F.F. 3� - - - - MODERN AGE L (5) DOUBLE-HUNG WDH2O310 2'-2 �" L4'-O k 2'-1 j" J 4'-O J" 5.26 5.001 �- -- BUILDERS M (1) PICTURE P5040 3'-0 4'-0 2'-11 J" 4'-O" a.4 N (2) CASEMENT GXWIS 3-O—7 IF5-O 2-I I 4-I [� 12.t I I.5 RESIDENCE 7Z-2ui ON DOUBLE-HUNG WDH2O52 3-4 n 2:-1 " 3i-4 u 17 l07 L===j! 105 \ 2045 WILLOW DRIVE[1 IF (1) —IF—CASEMENT GXWIS 3'-0 " �F 5'-0 " 2'-11 1" 4'-11 J" 12.1 11.5 �I \ EAST MARION, NY 11939 AMERIGAN Q (3) GLIDING CRAFTSMAN E0) N 2'-7 1'-3 �" 2'-6 1'-2 2.0 I.O Imo' _7 ° / 2' MIN. 2' MIN. DRAWING TITLE: �L . ED / 12" PROPOSED EXTERIOR ELEVATIONS F= MIN. (V I DOOR SCHEDULE ___-- 4 6 a n PAGE: DOOR MATERIAL NORTH ELEVATION (RIOHT) A-20LOOTAG DESCRIPTION MANUFACTURER Ll Q N RATING NOTES � �_ SCALE: 1/4 - I -O WIDTH HEIGHT 3 45 MIN. RATEDL TV - SELF-CLOSING i' FIRST FLOOR DATE: 01/09/24 9 OF 17 101 SINGLE (EXTERIOR) THERMATRU 3'-O" 7'-O" • �I • 5/4-LITE 102 4-PANEL SLIDER ANDERSEN II'-q" 6'-10 9" Le �l (EXTERIOR) • •• I FW6D 1110611-4 105 4-PANEL SLIDER ANDERSEN 6'-10 J" �I' • FWGD Ci10611-4 �' '9 ,r• (EXTERIOR) 104 -- SINGLE (EXTERIOR) THERM ATRU 2'-6" '1'-0" • FULL-LITE 105 SINGLE (EXTERIOR) THERMATRU 2 7'-,5" '-O" FHALF-LITE - k y 106 SINGLE (GARAGE) 2'-6" 7'-0" • [� �. ap 107 GARAGE DOOR 8'-O" 8'-O" — • `;' �` ¢'® ...... 108 GARAGE DOOR =5'-O" 8'-O" • /s- �� ELF-VATION NOTES Q OROOFING: Ljj I I. SEE NOTE ® SECTION 2. ASPHALT ROOFING SINGLES, COLOR b STYLE TBA (OR W EQUAL) (MIN 50 YR. WARRANTY) J OROOFING: I II Q 4 I w CV 2 I. SEE NOTE ® SECTION Q — 1.() 2. STANDING SEAM METAL ROOF, COLOR 3 STYLE TBA c 0) w(OR EQUAL) to- -- --- —MIN. - -- - a--- OSIDING: w I. SEE NOTE ® SECTION 2. LAP CEMENT SIDING, COLOR E STYLE TBA (OR EQUAL) 12 "*' CV (MIN 50 YR. WARRANTY) 12" MIN. + 7" (MAX. 4 SIDING: AVG. SNOW LEVEL)— O v r Z O I. SEE NOTE ® SECTION CV 2. VERTICAL BOARD 6 BATTEN SIDING, COLOR $ STYLE z Ox U TEA (OR EQUAL) (MIN 50 YR. WARRANTY) 0 O O -:+ ((0 O STRUCTURAL PERMACAST COLUMN 6" SQUARE / \ -_c O In c Np v .. NEW 5/4"x4" 'AZEK' (OR EQ.) WINDOW/DOOR CASING: n< I- CL M 0 O PROVIDE AT ALL NEW WINDOWS/1700R5 (TYPJ 7 i I NEW TRIMS: FS 4 -� PROVIDE NEW EXTERIOR TRIM AS PER ELEVATION DRAWIN65: CORNER BOARDS 5 �", BELLY BAND 5",AND FACIA +/- 6" DEPENDENT ON ROOF. ONEW DRYER VENT: O SEE NOTE ® PLAN 4' 4 \ v ONEW MECHANICAL UNIT DIRECT VENT: 12 n 1 m INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. SPEC.'S IN FULL CONFORMANCE H/VENTING 12 12 CLEARANCES REQUIRED PER NYS MG 504. —�3 lO NEW HOSE BIB 13 • ° II NEW MECHANICAL UNIT FRESH AIR INTAKE: U INSTALL AS PER MANU. 5PEC.S T 3 BASEMENT WINDOW: Cn 12 BASEMENT WINDOW PER WINDOW SCHEDULE. 3 6 Q ° — PROVIDE WINDOW WELL AS REQUIRED. (n STANDING SEAM OVERHANG: 6 D O O O 0 O Q n V J 13 SEE DETAIL #12 (A-401) T r r F.F. �QOI��II O� Ik 12 J� 12 ��_= J� 153-5 TO REAR PROPERTY LINE L L=__=J ____ 65'-3y2" TO FRONT PROPERTY LINE SOUTH F_LF_\/AT10N (LEFT) SCALE: 1/4" = 1'-0" ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING $ STRAPPING DETAILS. SEE DOOR SCHEDULE FOR ALL OLA55 DOOR5 FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOW5 TO BE PROVIDED BY WINDOW MANUFACTURER WINDOW CHART EORE55 ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT TAG TYPE MODEL # OPENING PROV. PROV. _ WIDTH RE f'D: 20" TEMP. PER PER 8 WIDTH HEIGHT WIDTH HEIGHT HEIGHT REQ'D:24" UNIT UNIT II = q OPEN REO D: 5.1 S.F.I12' -- A (6) DOUBLE- WDH24410 2'-6 �" 5'-O �" 2'-5 J" 5'-0 g" 6.26 4."74 12" MIN. +'1" (MAX. MIN.- A AVG. SNOW LEVEL) 12 B (2) -- DOUBLE-HUNG HDH24410 2'-6 °- -� -5'-O �" 2'-5 " 5'-O �" [� - 8.25 4.14 - 10 ----- ------------ ------ ---_------ C (6) DOUBLE-HUNG WDH210410 3'-0 �" 5'-0 ill 2'-11 i" 5'-O 9" F10.45 5.63 O D (2) DOUBLE-HUNG WVH2105107 3'-O J" 4'-0 J" 2'-II J" 4'-0 J" ---- ---- [� _ H E (3) DOUBLE-HUNG HVH24510 2'-6 �" 4'-O �" 2'-5 4'-O �" 6.3� 3.66 F (5) DOUBLE-HUNG HDH24510 - - _- -2'-6 -� � --4'-O "-� 2'-5 i" 4'-0 g" G (4) CASEMENT GXWI4 3'-O 4'-0 2'-II H (3) TRANSOM WTR2423 2'-6 �" 72-5 �" 2'-5 " 2'-5 " F \\\0 " �/ - \\O \ -tV 4 (2 IN ATTIC) / LU 1 (2) AWNING A51 3'-0 " 2'_0 " 1 2'-11 " 2'-0 �" [� 6 4 = 0 a -------------- -- - - -5 -- 4 2 0 J (4) AWNING A51 3'-0 :2'-0 J" 2'-II a" 4.5 1.4 13 PROJECT: K (I) AWNING A251 2'-4 i" 2'-O " 2'-4 J" 2'-0 �" Q _F. F.F. F.F. MODERN AGE 3 L (5) DOUBLE-HUNG WDH2O510 2'-2 i" 4'-O J" 2'-1 J" 4'-O i" r �7 5.26 3.Oq , BUILDERS M (1) PICTURE- P5040 3'-0 " 4'-0 " 2'-11 Ell 4'-Oil q•4 RESIDENCE N (2) CASEMENT GXWI5 3'-0 5'-0 2'-II 4'-II [� 12.1 11.5 102 103 6 2045 WILLOW DRIVE ON DOUBLE-HUNG WDH2O32 2'-2 3'-4 �" 2'-I " 3'-4 ill _ _ _ _ I 0 01 0 6 m EAST MARION, NY 11939 P (1) GA5EMENT GXWI5 3 O 5 O 2 II -- - AMERICAN - Q (3) GLIDING CRAFTSMAN 2'--1 " L1'-3 " 2'-6 i" 1'-2 4" 2.0 I.o ° DRAWING TITLE: OR EQ e ° 0 r_-1" r PR O ELEVATIONS F.F. EV DOOR SCHEDULE ELEC. METER, OBI U.6. SERVICE 10 I2 LL 1 JJ PAGE: DOOR MATERIAL TAG DESCRIPTION MANUFACTURER Ll -1i', N RATRING NOTES l�ISTL. � TI O1� (RrzF- EAR) _� ®200 WIDTH , HEIGHT � � � SCALE: I/4" = I'-O" 3 L 45 MIN. RATED SELF-CLOSING F I R5T FLOOR DATE: 01/09/24 10 OF 17 � • I • I � 3/4-CITE 101 SINGLE (EXTERIOR) THERMATRU 3'-0" '7-Oilk-- 102 4 FANEL(EXTERIOR)ER ANDERSEN F w_IT11 6'-10 FNO D II10611-4 _77_` 103 4 (EXTERIOR) ANDERSEN q'-q" 1 6'-10 i" • �� • FWGD 5110611-4 . p_-D AR 104 SINGLE (EXTERIOR) THERMATRU 2'-6" '7'-O" l • •� FULL-LITE �fh �~ r �%', ��40 105 SINGLE (EXTERIOR) THER 2 MATRU '-6" '71-0" J • L • , HALF-CITE 1067� SINGLE (GARAGE) 2'-6" '7'-0" • [� ��;, ...' T r�`rr 10'7 GARAGE DOOR 6'-O" 8'-O" • .�` '"^ '_ ,1 1057� GARAGE DOOR 8'-O" 8'-O" �'I • 7F BUILDING 5ECTION NOTE5 Q O ROOFING NOTE (TYP.): TYPICAL FLOOR CONSTRUCTION: - b W I I. INSTALL NEW ASPHALT SHINGLES (COLOR TBD I. FIN15H FLOORING TO SELECT) O W 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 2. 5/4" T46 GDX PLYWD. 5U5FLOOR GLUED 4 50REWED 12 - J 5. F.J. AS NOTED ON PLANS - AT SPANS OVER &' INSTALL 24 FROM IN51DE FACE OF STUD WALL AND AT VALLEYS CONNECTION 'A' A5 5.INSTALL 15 # BUIL.iDIN6 FELT (U.O.N) OVER X' BRACE ® MIDSPAN 10 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN SECOND PER PACE 6-005 w N 4.I/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) Q ++ 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REOV) FLOOR AND 6ARA6E) TOP RIDGE HEIGHT ® B_EDRO_OM #_5 ------------ NEl^l RI176E (() b.PROVIDE RIDGE VENT (A5 REO'D) 5. 2" THK. SPRAY FOAM AT BLMO. PERIMETER RIM JOISTS ELEV. +25.1' 2 c (y) -1. FLASH ALL VALLEYS _ 5.INSTALL DRIP EDGE AS REOV WOOD FLOOR: - ----------- 2 b I. NEW WOOD FLOORING TO BE SELECTED BY OWNER 12 _ q. INSTALL ALL AS PER MANU. SPEG.'s GO-ORDINATE BIRDSMOUTH ,-% _ 4 __ � -0 � O BEDROOM #5 G_LG. _HGT,-_� TO ENSURE R.R. NOTCHED LE55 THAN 25% OF � cq METAL ROOFING NOTE: ELEV. +22.6' iv / 3 -�-+ O2 1. INSTALL NEW STANDING SEAM METAL ROOF (MATERIAL 68 - - -___------_ - - 0 C TILE FLOOR: RAFTER DEPTH (TYP) / �- L0 Z It TO BE SELECTED BY OWNER) I. NEW TILE FINISH (H.O.TO SELECT) UPON / / 0 N 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON B.NEW " DUROCK GEMENTBOARD (OR EQUAL) UPON METAL FLASHING / x Y 24" FROM INSIDE FAGS OF STUD WALL AND AT VALLEYS U DORMER HEADER HOT. / 3.INSTALL 15 # BUILDING FELT N.O.N) OVER 4.idEW " T40 PLYWOOD SUBFLOOR -J _ 4 / 4 0 ELEV. +20.0' =N PITCH AT 1�12 4 0 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) PROVIDE EPDM FLAT 5 S 0 ma-- 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REOV) WALL BOARD IN NET AREAS: z ROOF MEMBRANE . m ml m -� 0 . - Lo b.PROVIDE RIDGE VENT (A5 M!O D) O INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL - FE. N 0 0 1. FLASH ALL VALLEYS BATHROOMS, AND CONCRETE BOARD IN 5HOWER5 AND TUB " PLY ABOVE JOISTS BEDROOM Q BATHROOM C 8.INSTALL DRIP EDGE AS REO'D SURROUNDS 1 #3 �Q 0-• M 0 q. INSTALL ALL AS PER MANU. SPEG.'s r (VI Jl UN-REINFORCED P. GONG. 51-AB ® - - O TYPICAL ROOF 4 CEILING CONSTRUCTION: O I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 5EGON17> FLOOR • NEW ROOFING AS NOTED 2. & MIL POLY VAPOR BARRIER UPON cV • 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL PLYWD 5. 4" (MIN) GRAVEL BASE b 6 bB b ELEV. +12.0 SEAMS) REINFORCED P. GONG. SLAB 12 • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER Oq I. NEW 4" THK. P. GONG. SLAB w/ b"xb"-10/10 W.W.M. UPON = 3 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) "I2. b MIL POLY VAPOR BARRIER UPON F.J. AS PER PLANS --- --- -}� . _ • PROVIDE 7" THK. CLOSED CELL SPRAY FOAM 5. 4" (MIN) GRAVEL BASE - - - _ - - --- ---- - INSULATION (R-41 ® R-VINGH) CONNECTION 'GI' A5 U • PROVIDE 2 THK. SPRAY FOAM INSULATION ® EAVES BASEMENT INTERIOR WALL CONSTRUCTION (TYP.): PER PACE 6-005 10 . MIN. R-II BATT INSULATION ATTACHED TO BASEMENT GARAGE CEILING HEIGHT I I EXTERIOR WALL CONSTRUCTION TY WALL INTERIOR ELEV. +10.E' FLOOR ASSEMBLY W O4 • "TYVEK" HOUSE WRAP (VENTEZ9 (OR EQUAL) UPON • I/2" GDX PLYWD. 5HEA7HING (BLOCKING ® ALL PLYHD BASEMENT INTERIOR WALL CONSTRUCTION ® STAIRS: II . 2x4 5TUDS ® 1b O.G. w/ DBL. TOP PLATE 5EAM5) UPON " " "O GARAGE • • MIN. R-15 BATT INSULATION ® CAVITIES 2"xb" STUDS ® Ib" O.G. w/DEsL. TOP PLATE 4 I I 4 • R-25 CAVITY INSULATION (R-11 BATT INSULATION + 2" SPRAY FOAM INSULATION R-14) (ONLY ® CONDITIONED 0 5 I I 5 AREAS) 5/8" GYPSUM BD. HALL FINISH SOUND BARRIER WITHIN INTERIOR WALLS: FILL INTERIOR WALLS WITH INSULATION TO PROVIDE A SIDING NOTE (TYP.): SOUND TRANSM155ION CLASS (5TG) FOR AIR-BORNE O I. INSTALL NEW b' LAP SIDING OR VET. BOARD 4 BATTEN NOISE OF NOT LE55 50 A5 MEASURED IN ACCORDANCE GARAGE F WITH ASTM E q0. ARAGLOOR _ I (COLOR AND MAKE TO BE SELECTED BY H.0) ELEV. +0.5' -�� GONNEG'ION E AS • - 2. TYVEK HOUSE WRAP (OR EG!UAL) PER PAGE 6-003 5.INSTALL ALL AS PER MANU. SPEC.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER `` :t I I q INSTALLATION NEW STUD 5E r n �- FLOOR ASSEMBLY v J 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL BASELINE ELEV. +0.0' VJ A-401 I I II A-4oi - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCALE: 1/4" = I'-O" I TOP RIDGE HEIGHT_4� ------_-_-_--_ ELEV. +28.8' ------ R.R. AS PER PLANS R.R. AS PER PLANS 2ND FL. OATH. 01-6. HOT_ 3 3 ELEV. +2 7.6' y z SA w �PAb V W H � � 4 SECOND FLOOR GLG. HGT, ELEV. +20.0' y i 5 PROJECT: z 4 m m = MODERN 4 5 0 SITTING BEDROOM #4 AG E z d) o AREA BUILDERS -N _ SECOND FLOOR RESIDENCE' � 12 b I ELEV. +12.0' r - - - - � 2 � b b CONNECTION 'BI' AS PER PACE I -- N R . TO O.J. EWP 3 2045 WILLOW DRIVE � F.J. AS PER PLANS EAST MARION, NY 11939 FIRST FLOOR CEILING HEIGHT I I DRAWING TITLE: ELEV. +IO.E' - 4 BUILDING SECTIONS ---I FOYER. LIVING/DINING A-goi ROOM 5 O ' 0 0 0 �- - -� 00 NEGTION 'DI' AS FIRST FLOOR I ( _ PER PAGE 6-005 PAGE: ------� b NEW STUD TO ELEV. +1.8' FLOOR ASSEMBLY 1, 4 p O F.J. A5 PER P ANS A-301m00 1W ; I BASELINE = DROP BEAM AS PER PLANS ELEV. +0.0' - _J - - - I I I I DATE: 01/09/24 11 OF 17 A-401 ; •. 1O I I I 10 BASEMENT I i I I I I ,,p,c.•.�� M1..r BASEMENT SLAB �-------------- I , - - I to ,0 SECT10N B-B SCALE: 1/4" = I'-oil CONNECTION 'A' AS PER PAGE 6-005 NEW RIDGE -_-_-_-_-_-_-_- -_-_ ------_-_-- ELEV. +28.8 TOP RIDGE HEIGHT' Q A 2N-D FL_GATH. GLO. H6T.( ELEV. +27.7' � HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE } ® ♦, N SPECIFIED ON 51DE OF STAIR IN ACCORDANCE w/ MANU. 5PEC.'s; / GO-ORDINATE BIR1:)5MOUTH Q In PLANS AND NOT PROJECTING MORE THAN 4V2" INTO l ATTIC TO ENSURE R.R. NOTCHED c � PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP 51ZES ADJACENT SPACE1 LE55 THAN 25% OF w :D ice- C) JOIST FIANCER BY 3LLI ` RAFTER DEPTH (TYP) 'SIMPSON' OR EQUAL ._ - - _ - - - - - - - - - - - FIRST FINISHED FLOOR - _-- \ s 5 \ BATHROOM GLO. HOT. CL •p rNj � ~ ELEV. +21.0' > 0 V - c m � co --.----- IY2" MIN. SPACE BETWEEN `1 0 O • -F-� WALL AND HANDRAIL .� O z _c N -N Lo 5/4" PINE RI5ER q 5 CONNECTION 'BI' AS Q Q o c 0 E ROO #4 THROOM 4D PER PAGE 6-005 5/4" PINE TREAD STANDARDS FOR O R I PPABLE HAND RAIL L::=L L_� i- NE I R.R. TO G.J. n l GONNEGTI N GI AS V'/ SCALE: NTS PER PAGE 6-005 - ' 5EGOND FLOOR NEW STUD To ELEV. +12.0' lo" _ OR055 SECTION FLOOR ASSEMBLY iv MIN. z HANDRAIL ! - F.J. S PER PLAN / cY I I" ROUNDED NOSING p CLEARANCE CIRCULAR NON-GIRGULAR F. S-- _, RADIUS Q(NOT (NOT INCLUDED IN TREAD DIMENSION) 6y4 �22y4 \� -LO-OR CEILING H----+ W 4'��- �� / �� / q. IRST FEIGHT lY4 2 ELEV. 10.8 / / / MIN. j / METER / MAX. ~O / IVIN FININO KITCHEND = • - � 4 M W / � JU w GONN GTION VI' 15 PER PAGE 6-00 t NEW Tui TO b b FIRST FLOOR mLJ(3) 2"xl2" STRINGERS ® w/ R FLO R ASSEMB ,� ELEV. +I& INSULATION IF UNDERSIDE 15 FACING - XX�� sue, 1 0 STORA6E F.J./NON-HABITAL SPACE � _ ` ''CXS AS PER PLANS I _ r/� DROP BEAM A5 PER PLANS _ BASELINE (c �J 7 - - - 7 ------- ELEV. +O.O' Q_ "� " GYP. BD. - I (CONNECTION 'DI' AS Y� 570RAOE UNDER I I PER PA6E 6-003 (WHEN APPL I CALBE I NEW STUD TO I to (FLOOR ASSEMBLY BASEMENT I I ME ROOM AL - I I Q TREATED 2"x12" SILL FOR CONTACT , w/GONG. (IF APPLICABLE) BASEMENT SLAB --- ELEV. BASEMENT 7. I i • I N71ER I OR HOOD STAIR D L.ETAI b IO A-401 A-401 A-302.o SCALE: 3/4" = 1'-O" S C.TION G-G SCALE: 1/4" = I'-O" BUILDING SECTION NOTES 1 ROOFING NOTE (TYP.): TYPICAL FLOOR CONSTRUCTION: R.R. A51PER t"'O yLANS I. INSTALL NEW ASPHALT 5HIN&LE5 (COLOR TBD) O 1. FINISH FLOORING TO SELECT 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 2. 5/4" T46 GDX PLYWD. SUBFLOOR GLUED 4 SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER &' INSTALL 24 FROM INSIDE FACE OF STUD WALL AND AT VALLEYS 3 5.INSTALL 15 # BUILDING FELT N.O.N.) OVER 'X' BRACE ® MIDSPAN TOP RIDGE HEIGHT ® BEDROOM #2 ------_- / \ 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN SECOND ELEV. +26.0' 4.I/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) R.R. AS PER PLANSI- 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REQ'D) FLOOR AND 6ARAOE) _ _-__ Z b.PROVIDE RIDGE VENT (A5 REQ'D) 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS / ATTIC w / \ / \ SPACE 1 I 2 '7. FLASH ALL VALLEYS 5 ` g B.INSTALL DRIP EDGE AS REO'D WOOD FLOOR: BED_ #2 GATH._GL6_H6T_-� / \ / \ - --- _ O q. INSTALL ALL AS PER MANU. SPEC.'s ® I. NEW WOOD FLOORING TO BE SELECTED BY OWNER ELEV. +25.0' / \ ATTIC / \ R.R. AS PER PLANS V SPACE / \ OMETAL ROOFING NOTE: TILE FLOOR: m / / \ \ / \ 2 I. INSTALL NEW STANDING SEAM METAL ROOF (MATERIAL bB I NEW TILE FINISH (H.O. TO SELECT) UPON71 TO BE SELECTED A OWNER) 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON ---- 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS 5.NEW " DUROG R K GEMENTBOAD (OR EQUAL) UPON \ / w 5.INSTALL 15 # BUILDING FELT(U.O.N) OVER 4.NEW " T46 PLYWOOD SUBFLOOR \ Q 0 4.I/2" GDX PLYWOOD SHEATHING BLOCK ALL SEAMS) i 4 5. GAP 5HINCLE OVER RIDGE 4 HIPS (AS REOV) WALL BOARD IN NET AREAS: to 5 PROJECT' b.PROVIDE RIDGE VENT (AS REOV) O INSTALL M015TURE RESISTANT GYPSUM BOARD IN ALL # "I. FLASH ALL VALLEYS BATHROOMS, AND CONCRETE BOARD IN SHOWERS AND TUB IU MODERN AGE S.INSTALL DRIP EDGE AS REQ'D SURROUNDS Z - a. INSTALL ALL AS PER MANU. SPEG.'s BEDROOM 4 SITTING G� �' BEDR OM #3 UN-REINFORCED P. GONG. SLAB Q #? AREA O TYPICAL ROOF 4 GEILIN6 CONSTRUCTION: O 1. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON =N� r 5 - BUILDERS • NEW ROOFING AS NOTED 2. b MIL POLY VAPOR BARRIER UPON ® , • 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL PLYWD 3. 4" (MIN) GRAVEL BASE SECOND FLOOR RESIDENCE LL SEAMS) -------- CONNECTION G-t • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER REINFORCED P. GONG. SLAB ELEV. +I2.0, -�` N PER PACE 6-005 b b b b O I. NEW 4 THK. P. GONG. SLAB w/b xb -10/10 W.W.M. UPON NEW STUD TO 5' INSTALL "X" BRID61N6 ® CENTER OF SPAN, U.O.N.) 2. 6 MIL POLY VAPOR BARRIER UPON FLOOR ASSEMBLY INSULATION (R-49 ® R-1/INGI�) • PROVIDE 'I" THK. CLOSED CELL SPRAY FOAM 2. 4" (MIN.) GRAVEL BASE F.J. AS PER PLANS- - 4 GIRDERS AS PER PLANS 2045 WILLOW DRIVE ' ! 1 � F.J. 1 • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES BASEMENT INTERIOR WALL 0ON5TRUGTION (TYP.): - _ - - - --- - - --- EAST MARION NY 11939 10 MIN. R-II GATT INSULATION ATTACHED TO BASEMENT CONNECTION 'GI' AS OEXTERIOR WALL GONSTRUGTION (TYP.). WALL INTERIOR FIRST FLOOR GEILIN6 HEIGHT PER PAGE 6-003 4 • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON -------'-' NEW STUD TO • I/2" GDX PLYWD. SHEATHING BLOCKING ® ALL P.YWD BASEMENT INTERIOR WALL GON5TRUGTION ® STAIRS: ELEV. +10.8' - FLOOR AssEMBLY DRAWING TITLE: II 2x4" STUDS ® Ib" O.G. w/ DBL. TOP PLATE SEAMS) UPON " • 2"xb" STUDS ® Ib" O.G. w/ DBL. TOP PLATE 0MIN. R-13 GATT INSULATION ® CAVITIES BUILDING SECTIONS • R-25 CAVITY INSULATION (R-II BATT INSULATION + 2" DROO WALK-IN CL. HALLWAY GARAGE SPRAY FOAM INSULATION R-14) (ONLY ® CONDITIONED 4 #I G OSE AREAS) 5/8" 6YP5UM BD. WALL FIN15H SOUND BARRIER WITHIN INTERIOR WALLS: it FILL INTERIOR WALLS WITH INSULATION TO PROVIDE A SIDING NOTE (TYP.): SOUND TRANSMISSION GLASS (STC) FOR AIR-BORNE 5 4 0 O I. INSTALL NEW b" LAP SIDING OR VET. BOARD 4 BATTEN NOISE OF NOT LESS 50 AS MEASURED IN ACCORDANCE 5 (COLOR AND MAKE TO BE SELECTED BY H.0) WITH ASTM E 410. 2."TYVEK" HOUSE WRAP (OR EQUAL) FIRST FLOOR _____ o _ 5.INSTALL ALL AS PER MANU. SPEG.'s ELEV. +1.8' PAGE: 4 INSTALLATION ALL NECESSARY TRIM FOR PROPER 5. 51DIN6 SHALL EXTEND TO TOP OF FOUNDATION WALL ` F.J.IAS PER PLANS CONNECTION DI' AS DROP BEAM AS PER PLANS I 4 II IIA-302mOO ELEV. +O.O' PER PAGE 6-005 NEW STUD TO FLOOR ASSEMBLY I I DATE: 01/09/24 12 O F 17 BASEMENT aJ I I � = I • . 11 I I I L _ _ _ BASEMENT SLAB ELEV. -,.,' Li j <PA-401 ' A-401 Vi' SECTION D-D ®o 50ALE: 1/4" = P-oil Q 0 W ALUMINUM FLASHING PROVIDE BEAM SPLICE uj J � TYP. ROOF/ROOFIN6 2"Xb" LEDGER CENTERED ABOVE COL. CONSTRUCTION (SEE WHEN NOTED ON PLANS SECTION NOTES) - i I Q '�-' N - 8 (4) 3/8" H.D.G. LAG '— Lr) Rp.��`2 BOLTS (PREDRILLED) � (2) 2"XS" HEADER �:xA 2"xb" LEDGER 2"X4" G.J. FLOOR SYSTEM AS \ I"X8" FASCIA BOARD PROVIDE 5" (MIN) GONG. COVER NOTED ON PLAN ' STRAPPING FLOOR WOOD BEAM SIMPSON JOIST HANGER OF ALL REBAR WITHIN P. GONG. SIMP50N JOIST HANGER FOUND. WALLS b P. GONG. FT65. PROVIDE STRAPPING � NAILING NEW STL. GAP PL. A B, � / � — 0 C � � " 6EADBOARD CEILING AS PER CONNECTION 'D IN OR G (PER BEAM CONFIGJ O \ / O �- "TYPICAL NAILING/STRAPPING WELDED TO COL.;SEE GAP AS NOTED ON PLAN \ � "N PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, PL. DETAILS — — — — — — — — — — — — — U " X 6 �" LA6 BOLTS BETWEEN CAVITIES SHEAR, d LATERAL RESISTANCE" NEW 3-1/2" O.D. 50H 40 516" THK. PL. C =3 Co (COUNTER SINK) PER ENERGY TABLE ON PAGE 0-003 0 EA. STUD. 2'-0" LAP NEW BASE PLATE 'A' HOT DIP &ALV. STL. COL. I 3/8" THK. H.D. O O m 4- , (2) BLOGKIN6 TO CATCH (WHEN APPLICABLE) 4"x4" CEDAR STAINED LA6 BOLTS (TYPJ WELDED TO COL.;SEE (ASTM AI23) AS PER 4 GALV. PL. -C O -w CORBEL (SGREI^i BASE PL. DETAILS FOR FOUND. PLAN BY SIMS I� 11 N Q STEEL (OR EQUAL) 4 O CORBEL T06ETHER) FLOOR SYSTEM AS NEW (2) 2"x6" P.T. SILL PLATES (COUNTER SINK, WOOD NOTED ON PLAN UPON SILL SEAL UPON COPPER —————————— - —— BOLTING NEW 4 P GAP PLATE 'A' PROVIDE GOLD JOINT GONG. SLAB TERMITE SHIELD I FILL, SAND AND STAIN,) I X 6 " LA6 BOLTS AT GONG. SEAMS (TYP) ( FOR CONNECTION OF STL. COL. TO (2) I-3/4 WIDE I -- (COUNTER SINK) NEW 5/8"� HOOKED ANCHOR I I iI :E LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER BOLTS ® 39" O.G. w/3" SQUARE ——————_- �— WASHER 4 ENDNUT i — I I — .� i °i i° a. • ° � ° I II �I =� ��.��>�b.t{ �:t%/4, °•, dJJ •••aL,' � 'e'^./j,��• � � p _-_-__. 12 OYRANO DETAIL fz �• ------- --- ---�;--� 1 ,.. ==y== _ __ 1� I I I jI 4" &RAVEL BASE V I __•_. NEw (2) #5 HOR. PROVIDE BEAM SPLICE p A-401.00 „ _ Ir I I I I ; -- 3:: _ _a j REBAR UPON (2) #5 8 SCALE: 3/4 - 1'-0" i #b REBAR (TYP) n I I " CENTERED ABOVE COL. I NEW I6 xI5 xl2' OR -.•--.••----..--- I i HOR. REBAR (4 TOTAL) (4) 3/8" H.D.G. LAG n , I I I 24"x24"xl2" DEEP P. WHEN NOTED ON PLANS BOLTS (PREDRILLED) 4I1 #b BENT - I I I I GONG. PAD FT&. _ { i __...__ ._. O Ii (MIN. 4p00 PSI) (SEE -.- .. _..__._.____.- -`-. EXIST. FILL — — — - — — — — — — — — — T' )( REBAR (TYPJ I I PLAW _ • -I I GRADE N *IN UNCONDITIONED SPACES LIKE 6ARA6E* BOTTOM OF FOOTING SHALL BEAR UPON 501L — NOTE: I1 --- I I 3'-0" MIN. BELOW GRADE;EXTEND FOOTING = I. REFER TO PA6E A-200 ai, „ 1 I I I BENEATH SLAB TO THI5 DEPTH AS REO'D Lo FOR NAILING AND 8 _ U 6X6-IOXIO W.W.M. STRAPPING OF ALL BETWEEN CENTER $ COMPONENTS -- I STEF-L COLUMN FOOT I NO DETAIL - - - UPPER OF SLAB #b HOOKED VERT. it dq — — — — — /� • — SECURED IN PLACE \` DURING POUR REBAR ® 52" O.G. IIr , —- ..._____ �i A-401.003/8 THK. PL. I „ I II (2) 2"xb" P.T. SILL PLATES a •I� — 5GALE: 5/4 = 1'-0" �� t� r;ALV. /8" THK. H.D. cn PON SILL SEAL UPON ,II s I PL. 4" POURED GONG. a I COPPER TERMITE SHIELD ASPHALTIC DAMP CORNER GONNEGTI ON Q SLAB I� 5/8" m HOOKED ANCHOR BOLTS a PROOFING TO EXTERIOR .: Ii �— _ GAP PLATE 'B' b MIL POLY - 301" O.G. w/ 3" SQUARE WASHER �! -- - °iill d ENDNUT;AL50 SEE ANCHOR BOLT II.` _C'S FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE RETARDER ° II �I ° SECTION ON PAGE A-200 1j TYP. ROOFING (SEE LVL LUMBER OR (3) 2" WIDE OR (4) 2" WIDE 4" 6RAVEL BASE ° a °10 ^II PITCH GRADE Ii — #6 REBAR (TYP) 2'-O" LAP SECTION NOTES) DIMENSIONAL LUMBER OR 5.25" WIDE PSL UPON GLEAN ° II I (TYP) TYP. ROOF CONSTRUCTION COMPACT FILL 8 II (SEE SECTION NOTES) N _(I) # 5 REBAR _..,.._ ..._. II d° __8 8" THK. (MIND P. P. GONG. FOUND. WALL I, .....-.-.__, __ _ P —————— — II t- ---, -------- gyp CONTINUOUS GONG. (MIN. 4,000 PSI) 9� R ---�---- SIMPSON H2.SA p5 PROVIDE BEAM SPLICE 8�� ____.._ , I ___.._ _ _._. GRADE BM. I -'. 11 _ RAFTER TIE R�' I(3500 P51) �r---- ---- CENTERED ABOVE COL. (4) 3/8" H.D.G. LAG (U #5 RE I d, ! W _-- i I I I - ------ —— — ——— WHEN NOTED ON PLANS a 45" O.C.- ! II '°, II ——————_�__ —— ———————— G.J. AS PER PLAN BOLTS (PREDRILLED) I € I 1 I I(I) #5 BENT — — — — #4 HOR. CONT. REBAR ® (WHEN APPLICABLE) TOP, MIDDLE THIRDS, d - I 1 I I s ; . BOTTOM OF WALL (4 TOTAL) — — - - O.G. ....-._ II I 6EW "SIMPSON" — — — — — — �- _ PROV. ' d ICI ASPHALTIC -OI I LU52 GAL N ZED = \ I I GLEAN ! 111I ° AMP - �_._ 1 - - - - - - - GOMPAGT I I n1 1 FILL I • I I I PROOFING P. GONG. CONT. FT6. II (— I I I FASCIA BOARD JOIST HANGER — — — J.O— — — — °Iryl° d _ - I I (MIN. 4,000 PSI) °" II �. I Q-, �/O — — — — — —!(1) #5#5 REBAR I j ® , I I Ili #6 BENT O �� I I ii (5) #5 HOR. CONT. REBAR I BEAM AS PER PLAN - � • CONTINUOUS ' 4s 1 _ - I I i I REBAR (TYP)I d 1 • . I _...__.____.._. , ••h _._...._.___. ; 4" P. GONG. SLAB I — •• I r 4 ._._..__.__. PERMAGAST COLUMNS A5 PER PLAN 3/8" THK. PL.#5 REBAR ? - d ; ° I I I w/ "SIMPSON" P064 (FOR 3 PLY BM) �11,111 3/8" THK.® bo°oc L _ _ �, as l I I I " GALV. PL. • 'II • • ; O "SIMPSON" B 52-2/ (FOR 2 PLY ;''(( R G 4 E `, '��.�� . fr �� .® r.I _ _._�—. I ( BM) POST GAPS .T I (2) #5 REBAR i _._ MIL POLY GAP PLATE 'G' J3" MI ? _ _ _------MOISTURE RETARDER I�_ FOR CONNECTION OF STL. COL. TO (5) 1-5/4 WIDE LVL _. (( 1 " I LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL b I � I � GRAVEL BASE..._._—..�- � .._ I I_. E 14 I I V G EAN I I I PRo L -..._ _._ __. LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-5/4" WIDE COMPACT FILL LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER 'T' CONNECTION z W 2 O ARAOE FOUNDATION MALL DETAIL O FOUNDATION MALL DETAIL 8 REBAR OVERLAP DETAIL COVERED POROH DETAIL � ST��L COLUMN GAP � BASS PLATS 0 0 U A-401.00 „ _ „ A-401.00 A-401.00 „ _ A-401 00 A-401 00 SCALE: 3/4 - I -O SCALE: 3/4" = I'-nil SCALE: 3/4 - 1'-0" SCALE: 3/4" = I'-O" SCALE: 3" = I'-O" � NOTE: Q I. IF FINISH MASONRY USED (SUCH AS BLUESTONE) - MASON TO ADJUST o HGHT OF LANDING AS REG'D TO ACCOUNT FOR FINISH MASONRY PROJECT: 2. ALL 5 AK SURFACES SHALL BE PITCHED MODERN AGE • 1:48 AWAY FROM SUILDIN6 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPER FLASHING FROM 12"ABOVE AND NOTE: BUILDERS ADJACENT TO SLAB, BED ALL FLASHING I. IF FINISH MASONRY USED (SUCH AS IN ASPHALTIC MASTIC 4"P.GONG.SLAB $LUESTONE) - MASON TO ADJUST RESIDENCE w/bxb 10/10 WWM HGHT OF LANDING AS REG'D TO 4" P.CONC.SLAB STAIR DRAINAGE CALCULATIONS: I" UPON COMPACTED ACCOUNT FOR FINISH MASONRY w/bxb 10/10 WWM PERMAGAST COLUMN AS STAIR WIDTH = 5'-0" P.) FILL I UPON COMPACTED 2. ALL HORZ.SURFACES SHALL BE PITCHED (TYP.) FILL PER PLANS; INSTALL AS GRADE • I:46 AWAY FROM BUILDING PER MANU. SPECIFICATIONS PROP05ED NEW AREA= 64.5 S.F. 2045 WILLOW DRIVE 64.5 Sq. Ft. X 0.I1= II SLAB AS SHOWN ., �� -� - 3. FOR 5LAB5 ABUTTING FRAMING, INSTALL REBAR BENT TO , _ °�_• _ � EAST MARION, NY 11939 II/3.I= 5.5 VERT. FT. OF 2 DIA RING REG. �--—� COPPER FLASHIN6 FROM 12" ABOVE AND SLAB AS SHOWN •t �- - - - PROVIDE (1) 2' DIA. X 3'-b" DEEP STORM y \ \ \ z ADJACENT TO SLAB, BED ALL FLASHING i WATER LEACHING SYSTEM • °�/ //j//j//j// IN ASPHALTIC MASTIC • . • ° �% \\ \\ \\ \\ > DRAWING TITLE: // //\//\//\// • ! // / 20 O POST BASE PER MANU. (1) #4 REBAR a EA. c ,y %• • /' / °•% STEP 3' GVR® ENDS �- / • •°///d // �ti\/ // //\// // c ' • ,° // / �'ti\/ SPECIFICATIONS DESIGN DETAILS ,` \\ \\' \\ \\ \\ \\ \\ (I) #4 REBAR ® EA. / STEP;3" CVR ® ENDS ti \\/\\ \\/\\/\\/\\/\\/ BEND REBAR // / TO SLAB FINISHED STONE .a . • \/\\/\ / // NOTE: 4" GONG. SLAB / . \ \ \ \/\/\/ 1011 / \\\\ \\�\�\�\�\�\� ALL P. GONG. SHALL / / / / / \ \ \ \ \ \ \ \ \ 4 P.GONG.SLAB w/ 3'-6" 10° • //� / ///.//i./ / /// `°/ / /` / / / /�r=`_� b"xb"-10/10 A.H.M.UPON LANDING MIN. <• /� \ \ COMPACTED /\/\/\/ l4 //� /� // �, \\ \\ \ \ \ MIN. °• \ \ \ \ \ `—�`--- — PAGE: FILL z /\/\/ �GOMPAGTED /\/\/\/ BE 4p00 PSI (MIND COMPACTED FILL \/\\/\\, \\/ o -'� / / //\//\// // ., FILL ,/ //\//\//\// (I) #4 REBAR • .I 1 \ \ d m A . y/✓ /\\ \ #4 REBAR ® 10" \\ \ \ \ \ z O m 4 A • \\ \4 REBAR ® 10 /\ /\ / / • 9 / \ \ \\,�\\ \\,�\\ \X \\ \\ \\ \\ CONT. ® TOP 4' P.GONG.SLAB w/ 2 x4 r i /ii \/\ \0.C. (MIN. 3) \/\/\/\/\/\/ / 1 •/y/ / / // r / // // // // //\// I . \/\/\ \�/\ A-401m00 6"x6"-lo/l0 W.W.M. KEYWAY ° : ///� \\ \\ \\ �� \� \� \ \\ \\ \\ \\ \\ \\ 2"x4" KEYWAY r s i \/\/\O.G. (MIN. 3) \/\/\/\/\/\/ / \ \\ \\ \ \\ \/ // // �/ �/ �/ // // // // // // // pO d /j// • \\ \\ \\ \� \. \ \. \\ \\ \\ \\ \\ \\ #SREBAR ® 36 O.G. // // / // //\/UPON COMPACTED FILL •. • i// /\/\/\/\/\/\/\/\/\/\/\/\/\/ 1 , ,. r" / // // // // // // // // // // // // /\/\/\ /\�/\ 4"DRAIN CONNECTED d• i�/�/ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ to O •d. • yam/ / /\/\/\/\/\/ •�/�� // / \\ \\ \\ \\ \\ \\ \\ \\ \\ GRADE II 8 // // / COMPACTED GRADE //\//\/ BAGKFILL / / / / / / / / / / / / / / //< / / / / / / / / / / / / / I / To EXIST.MAIN LINE ✓// ° \ \ \ \ \ \ \ \ \ GRADE ✓�/� �- / / / / / / / / / / / \ \ o \/\ OMPAGTED G// /\/\/\/ / / /\/\/\/ \ \\ \ FILL \ \\ \ EVERY b IQI€ // // // t0 #4 REBAR GONT. �'' / % \/ \\/\\/\\/\\/\\/ NOTE: \/\\/\\/ 6" T'HK. P. i�fl ////// d ° //�//// :: '--•--T---°=- a-----=--=• I \\ \\\\.� /\\ \\ \\ \\ \\ \\ ALL P. GONG. \/\\/\\/ �' ® 10" O.G. (MIN. 3) \//\// //\//\//\//\//\//\/ ALL P. GONG. \//\�/\// GONG. WALL I Ib \\ \\ \\/ {\\ \\ DATE: 01/09/24 13 OF 17 1I \/ �' Q \/\/\/\/\/\/ SHALL BE /\/\/ I \ \ \„t0 /\ \ \ \ \ \ \ \ I4II /j//\/ //\//\/ EXTEND FOUND. WALL +! FTC. AT 1 //\// �,¢\//\//\//\//\//\//\/ 4,000 P51 (MIND PQ SHALL BE #5 BENT REBAR Ii 11 •• v \\/\\ ° \ \ \\ COL. PER FOUND. PLAN;PROVIDE #4 REBAR CONT. ® 10" O.G. (MIN. 3) II•° \ \ \ \ \ \ \ \ \ \ \ (1) #4 REBAR CONT. 1 d /\/ V \/\/\/\/\/\/\ 4,000 PSI (MIND \/\/\/ „ I11° _\/\/ /\L/\/ • \// //\//\ \\ \\ \\ \\ \\ \\ \\•\\ 0 56 O.G. 111 a/ / a. / / ADDITIONAL (2) #5 VERT. REBAR (I) #4 REBAR GONT. P \ /\/ \/\/ // // // // // // // // // III \/\ d \ . II, \/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\/ /\/\/\/\/ z #5 BENT REBAR ® 12 O.G. \ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ Z (1) #4 REBAR II Ul,\ \ _z \ IN GONG. WALL BENEATH COLUMN I / / / / / / / / / / /\/\/\/\/\/\/ 91 \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ d I'I� \/ #5 HOR. REBAR IN #5 BENT REBAR® 12 O.G. I. \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ (I) #4 REBAR GONT. 11 // // // // // // // // // // // // // // // //\// _ CONT. 0 BOTTOM II II d 8" THK. P. GONG. WALL 11 \\///////////\\//\\ \/////\\//\\//\\//\\//\\//\\//\\//\\//\\// •• I�•.. \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\�\\// IS WIDE x 12 DEEP I L u1. ENLARGED FT6. :: / / / / / / 1 �� \ \ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ 1 8 THK. P. GONG. WALL 1 \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ P. GONG. FT6. II \/\\ (I) #4 REBAR CONT• \ \ \ �\ \\ \\ \\ \\ \\ \\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ I8" HIDE x12" DEEP // // // // // // // // // // // // // //\// // 11 •• \\. v P• �:.� ;r;: //j \ //%//%/// P. GONG. FT6. ��\\d{ \�\/' \j\\j\\j\\j\\j\\j\\%\\j\\j\\jj 4' . \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ / j / // // // // J a EXTERIOR MASONRY DECK _a IS WIDE x 12 DEEP 't \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (2) #5 HOR. REBAR \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/\/ (3) #5 HOR. • ° ° FOUND. WALL 8 FT6. AS PER P. GONG. FT6. \\// \\//\\//\\//\\//\\//\\//\\//\\//\//\\//\\//\\//\\//\\//\\//\\// //// //////////////////////////////////////////\/�//// REBAR • -•• • DETAIL WA-XXX i- lit (2) #5 HOR. REBAR :E :: :� c EXTERIOR MASONR`I' STAIR DETAIL. � EXTERIOR MASONRY STAIR DETAIL q. EXTERIOR MASONRY DEC,< DETAIL 2 PERMAGAST COL. ® CONT. FTO. -401.00 SCALE: 5/4" _ -O SCALE-: 3/4„ I -O A-401.00 _ „ A-401.00 SCALE: 5/4" = I'-O,, A-401.00 SCALE: 5/4" = 1'-0" I - OE I ` ERAL S I �50L E I : 0- le Q -� EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT O — —I WOOD FRAME (L.6. STL. w WHEN APPLICABLE) EXISTING TO REMAIN -J � NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) Q N NEW DRAPED INSULATION O NEW I-HR FIRE RATED BASEMENT WALL 0 0 WOOD FRAME (L.G. STL. O .D • 0 WHEN APPLICABLE) El P05T (2) 2"x4" STRUCTURAL � �R W N � I P05T FOP, 4" ALLS NEW 2-HR FIRE RATED (MIN. (2) 2"xb" STRUCTURAL Lo Z -.4- WOOD FRAME (L.6. 5TL. P05T FOR b" WALL5), U.O.N. O •C WHEN APPLICABLE) 0- p •N >, you o Om +�+ � -c • 0 • � Lo C N Q � 0.. :20 Q) STRUCTURAL PLAN NOTES PAD FOOTING O Ib"xla'xl2' DEEP P. GONG. PAD FOOTING AS PER DETAIL b-A/401. I PAD FOOTING - O 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL b-A/401. — — — — — — — v O BEAM POCKET (TYPJ W 4 TYP. 5TL. COL.: - — — — — — — � O SEE NOTED DETAIL AS PER PLAN _ — L- — — — — — — — — — — — — — — — — — — • I � I I �s U) �- 30 r � - r � X � X� I- — — — — — 3 I (2) ,5"XII.b,5" 2.OE `�L -I �) 1.15 �11&75" 2.OE 3 MICROLLAM DROPPED 61RDE� _ �11SrROLLAM DRPED GIRDER 7-77 s I ❑ r � o MECH. ROOM I � tcI II � II 3'-10" L_ J L ' .. 2Z L,5"XI I.bs" 2.OE _ •; .. ... � • . .''' •. -� MIGROLLAM DROPPED 61RDER 3iaI - - - - - - - - - - - - - - - - - - - - - - - - - � Q I • � � � o� "' !p �Q � BASEMENT N o F•- -I-= UNFINISHED M _ I I w r a O UNHEATED in u iJ 1333 S.F. �?Q I I o L ry rIL i 4 Lu i z ^� m I I � w 2 I I I a 8 10 8 10 12 by2 3'-10 4 (2) 1.15"Xl ke,75" 2.OE 2.OE _ , 'XI 81. ,5" 2,QE IU _ MIGROLLAM DROPPED 61RDER I PROJECT: MIGROLLAM DROPPED 61RDE M GROLLAM DROPPED RD R 5 '� — L o �, I MODERN AGE o o =� NMI 30t1- MICROLLAM , BUILDERS ADER .,• i i I RESIDENCE X:j P. Xtu 2045 WILLOW DRIVE X � . � i •' • I I EAST MARION, NY 11939 o - - - - - - - - - - - - —, I . L — — — — — — — — — — — — — — — — — — — '' DRAWING TITLE: - - - - - - - - - - - - - - - - - _ J L - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED STRUCTURAL PLAN 7L — — — — — — — - - - - - - - - - - - - - - - - - - - - - - � PAGE: - - - - - - - - - - - - - - - S101000 � - - - - - - - - F- - - - - - - - - - - J - L - - - - - - - - . J DATE: 01/09/24 14 OF 17 PROPOSED FOUNDATION STRUOTURAL. PLAN Dl T 5C,ALE: 1/4" = 1'-0" /.; MA (5 NE AL_ 5)0`0M50L KEY : Q XI TING TO BE DEMOLISHED G NEW PARTIAL HEIGHT O .'7T�-�� W E 5 WOOD FRAME (L.G. 5TL. WHENW APPLICABLE) 0 EXISTING TO REMAIN J 0 NEW WOOD FRAME (L.G. NEW W FOUNDATION ALL 5TL. WHEN APPLICABLE) Q N -�+ LO NEW DRAPED INSULATION ? 0)NEW W .-- O I-HR FIRE RATED BASEMENT ALL w � 0 WOOD FRAME (L.6. 5TL. O WHEN APPLICABLE) ® MIN. (2) 2"x4" STRUCTURAL O NEW 2-HR FIRE RATED P05T FOR 4" WALLS WOOD FRAME (L.6. 5TL. ((MI POST FOP, (2) 2"xb" STRUCTURAL .� LO Z d- WHEN APPLICABLE) R 6 WALLS), U.O.N. 0- 0 N >, 0 I c =3 c0 O OM -W , t O , ++ LO +� N O c p o .. < m0 STRUCTURAL PLAN NOTES PAD FOOTING O I5"x18"xl2" DEEP P. GONG. PAD FOOTING AS PER DETAIL b-A/401. ' J PAD FOOTING T ° O 24"x24"xIV DEEP P. GONG. PAD FOOTING AS PER r 1 ^� DETAIL b-A/401. v O BEAM POCKET (TYP.) W OTYP. 5TL. COL.: SEE NOTED DETAIL AS PER PLAN (2) 1.15"A I.6T5" 2.0E (2) 1.7 "x " 2. r 1 MIGROLLAM HDR. MIG LLX HD — vl w NEW 2"XS" KITCHEN G.J. 161, O. . I-13.2 5.F. �� I I �JJ w O O NEW II '1/5" WI 360 Q Q Do OO F.J. Ib" O.G. F Q — — — — — — �~ LIVIN6/DINING x 34-1 S.F. In NEW 11 'f/V WI 360 N F.J. Y �— — — — — — -- 2 � w . . NEW II '7/8" WI 360 GIb" O. ryIQ UDROOM s Q Q F.J. Ib" O.G. I PANTRY 5A S.F. 28.8 S.F. x _ (2) I.'15"xll.8'15" 2.OE I rIU p MICROLLAM HDR. X T I Q LAUNDRY I ROOM � a� - - - - - _ 53.1 S.F. BEDROOM #1 __ — — z O� w NEW 11 '7/b" WI 360 — w \ x F.J. 1611 O.G. — — - IL \ Ui O O _ Q N II -1/&" WI 3b0 �O Ib" O.G. JI \ _ 35.1 S.F. x v Q 10 S.F. I p _ — — \ DBL. F.J. BELOW WALL r I� o� Lu -r - cv iL _ _ _ a DBL. F.J. _ - (2) I.:F 'X14" 2.OE MIGROLLAM FLUSH GIRDER O FOYER 4 4 / / PROJECT: loci S.F. I i w MODERN AGE (2) I'T5 xll. 0 0 2.OEMIG_ROLLAM m ' 2 GAR i / / ' 0 ' BUILDERS O GARAGE in BATHROOM 13 550 S.F. K \ J RESIDENCE �- qb.4 S.F. � r ? � I ATH. v wu 0 _x 0 \ n z L 2045 WILLOW DRIVE 3.4 S.F. X Id \ \ EAST MARION NY 11939 v O v � U DRAWING TITLE: COVERED PORCH N n PROPOSED STRUCTURAL PLAN 322 S.F. lu zv x0 n� X - (3)I.-75"XI1.8'15" 2.0E MIGROLLAM v GIRDER WRAP W/ Ix AZEK "(� I.'I5"XI1.875" 2.OE MIGROLLAM[Z _ 3 I."15"XII.B'15" 2.OE MIGROLLAM _ 3 I."15"XII.6-15" 2.OE MICRO LAM PAGE: GIRDER WRAP Ix AZEK -L7" GIRDER WRAP W Ix AZEK GIRDER WRAP kv Ix AZEK -E� S-102mOO DATE: 01/09/24 15 OF 17 PROPOSED FIRST FLOOR STRUCTURAL_ PLAN SCALE: 1/4" = P-O" e �A ra w lip �A 0E I FERAL 5"%r��50L E)O"0 : Q NEN PARTIAL G T W EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. W WHEN APPLICABLE) J EXISTING TO REMAIN p NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q N w STL. WHEN APPLICABLE.) L() NEW DRAPED INSULATION 0) 0 NEW I-HR FIRE RATED BASEMENT WALL w r W WOOD FRAME (L.G. STL. V WHEN APPLICABLE) MIN. (2) 2"x4" STRUCTURAL 0 — �- NEW 2-HR FIRE RATED El PO5T FOR 4" WALL5 N WOOD FRAME (L.G. STL. (MIN. (2) 2 xb STRUCTURAL O c Lo Z '4- WHEN APPLICABLE) P05T FOR b" WALLS), U.O.N. '� �N W O Om -tT- c O o .• < � cl. m 0 4� m - -j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I � U � I 0 BEDROOM #4 208.8 S.F. NEW 2"xb" G.T. ® BATHROOM 11CIA S.F. I 0 I cli NEW 2"xb" G.T. m I b" O.G. — W.I•G.—� 20.6 S.F. • • J BEDROOM #2 1605.F. • � _ Q � — —1 � Oz zp � mx NEW 2"xb" G.J.I z • • � 51TTING AREA NEW 2"2 " G.J. ATHROOM � A I lal.l S.F. 55.2 S.F. z O — Li \ CL. ( Q BEDROOM #5 r? 25-TA S.F. U V V H.I.C. I v U BATHROOM / \ � — — — — — — — — — — — — o i-51.1 S.F. O 62.2 S.F. NEW 2"x ' G.J. — — �— m PROJECT: % 1 �I N N OS O MODERN AGE BUILDERS RESIDENCE � I I 2045 WILLOW DRIVE ' EAST MARION, NY 11939 I I I DRAWING TITLE: - - - - - - - - - - - - - - - - - - - � — - - - - - - - - -- - — — — — — T PROPOSED STRUCTURAL PLAN El PAGE: L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -� S-103mOO DATE: 01/09/24 16 OF 17 FROFOSED SEOOND FLOOR STRUOTURAL, FLAN Q W -� v N LL O p Q '~ Lo v 4" FRE5H AIR VENT 0 J L THROUGH ROOF k c I Q w 0 ._ 5111 ♦, N CLoZ � � ._ � 1 v N >1 � 0 I _ 1 _211 c vco FULL BATH --'-_ -I----�-- FULL BATH FULL BATH FULL BATH O O m --- ----r---�---- I 1 1 1---------� S O . ++ Ln __-----� - --r- - 1 1 I FULL BATH I I I I FULL BATH I N O ++ 1 I I 1 I I I I I j ALPLUMBIN6 WORK Q 0- :2 0 p0 i I 2 I 2 I 2:1 11 I 1 1 1 i 2 1 3 SHALL CONFORM TO 2 1 ,J 11I 211 1 2 11 1 „1 LOCAL PLUMBING CODE Q 1 1 1 1 1 1 I I 1 I 1 1 PROVIDE "ABESCO FF200 FR � I I I I X 12" 1 I 12" 12" I 12" I EXPANDING FOAM" (OR EQUAL) O I I I I I z I I 3 X 1 1 I I I I � 1 I I 1 I � I I AT ALL PENETRATIONS IN FIRE p � 1 U U I I � � �� I � V LEGEND U1 I I RATED WALLS AND U I Q� j� III 13 I W.G.I W.�.. W C. I I W FLOORS/CEILINGS. PRODUCT N I !2 z I :0 W.G. W.G. =I V *1 V 1 1 1 v cq I I I v I I I v V v _ I HOT WATER 15HOWER I- I 1 I_ I_ :: I 15HOWER 1 ISHOWER I- " I CONFORMS TC> ASTM E 814, ryI I= SHOWER ivl :n �' m ivl ��_ ivl ��_ iv1 1= ivi I= SHOWER NI I= SHOWER ivl In m ------- SUPPLY +J e — I �g I ASTM E 84, AND UL 14'fq �I :N �I :N -Ng QI :ry ciI :ry Q -I I -I I -I I - - - � I I G.O. " 2 2 I 2 G.O �_---- 1- ' ----=-----=---1 '----I '- -J=-------i=---------- =---------J GOLD WATER U L.._.._..r. _. _ _.T.._.._.I_.._.._.._1._.._.-L..—..—.Z..—.._..L.._.._..—. _..1.._.._.._.._.._.._.._I._..—..—.._.._.._..1.._.._..J ._.._..� SUPPLY KITCHEN i W 2�� - ----- 2 I I _ KITCHEN FULL BATH HALF BATH PROVIDE "ABESGO FP200 FR --i----i---- --T---- -- ---- -�--� NOTE: I � LAUNDRY r--'---- � I 1 FULL BATH i LAUNDRY I I HALF ALL PLUMBING WORK 1 � EXPANDING FOAM" (OR EQUAL) .+J 1 I I I I 1 1 BATH SHALL CONFORM TO 1 1 AT ALL PENETRATIONS IN FIRE I I I 1 I I I RATED WALLS AND • I I I 1 I I LOCAL PLUMBING CODE O I I -I}- FLOORS/CEILINGS. PRODUCT O 1 2" 2 1 2"I 1 I 1 12" O 1 CONFORMS TO ASTM E 814, LL I I I 1 I2 I GLEAN OUT � 1 i Q4 i Q4 A5TM E &4, AND UL 14'Iq I 1 I 12: 12" I 1 AS REQ'D 4 V 5 I 1 I j 1 i I I 1 j U Q 3 I 9 1 I PROVIDE F.A.I. � I U I I U INTERIOR SHUT-OFF Wes. 1 I I " I j3 j3 FOR HOSE BIB 1 �yIC 1 3: I o iv 11 v W.G. i .V zl IU 1 U = .V W.G. I- D i I_ 1 TUB ISHOWER 2:: i I- � I j ry - I :ry m IN - I 1= - 1 1= SHOWER - �� m 1 ryl I� N 1 I� N I .� N1 :ry �I :ry ry( NEW FREEZE PROOF HOSE BIB I DW WASHER -I I- - TUB �) I- w/VACUUM BREAK FASTENED w/ — ___i --_-_-L_______ PIPE FASTENERS (2 TOTAL) ------ ----------1-________I- r----_.._..i (PRECISE LOCATION T.E.D.TBD IN r L.._.._.._.. .._.. _.._.._.._.._.._.._.._.._.._.._..L.._.. ._.._..1.._.._.._.._..J.._.._.._.. _. _..1.._.. J n FIELD - CONSULT W/OWNER) /1 4" HOUSE I MAIN DRAIN G.O. I TO 5TREET j rWATER MAIN H z 4" Q �.._. _.._..� w TO SEPTIC �- QSYSTEM Q z p � m FLUME31NO IR I SER - DRAIN / NASTE / NEAT FL.UMB I N RISER - SUFFL "'r 5GALE: NT5 50ALE: NT5 z w 1L O O U U w 1- Q FURN. / 3/4" Lu AIR HAND. Q PROJECT: MODERN AGE NOTE: ALL PLUMBING 4BUILDERS O FUEL 6A5 WORK p SHALL CONFORM tL PL LOCAL RESIDENCE Q PLUMBING CODE d X FUEL GAS U N PIPING PENETRATIONS: 2045 WILLOW DRIVE 1. PROVIDE "ABE5CO FP200 FR EAST MARION NY 11939 EXPANDING FOAM (OR EQUAL) AT ALL PENETRATIONS AT WALLS AND FLOORS/CEILINGS. 2.PRODUCT CONFORMS TO ASTM E DRAWING TITLE: &14,A5TM E 54, AND UL 14-7q PLUMBING RISER DIAGRAMS LAUNDRY KITCHEN GAS RISER DIAGRAM O J LL LL RANGE VENT PAGE: DRYER m REGULATOR 0 P-101moo GAS SUPPLY m DATE: 01/09/24 17 OF 17 z zz x Q PROP. BURIED FURN. / PROPANE TANK F `' AIR HAND. r CAS R15ER SUFFL.Y 50ALE: NT5 w ��cg