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HomeMy WebLinkAbout49349-Z SITE PLAN HATCH KEY: Alo 3 � rz= PROPOSED I STORY ADDITION PROPOSED 2ND STORY o- QLu Lu cc v J (y) cu O 0) N24_005'40_- 70 N z O it 'co L-0 Y �� -.. _ • .O 3, `.f Sr 4yp p 4 t A.�1'•KFf. � C V n� >( V - ry �' '` =s 'A„c^d ►x-'"a."`'•,. y' --- "'°'"v;'."." - �.. a �y:. mh �'"f r°'?i'- '1. 4=:£:`wu e�!?:^•' ;'ar` Q O O +-+ s. - '_�: "I 'wea.. P"'�'°, t'R' y`.:. ,w.•a>Yl Mrv,e�" a--+ 4-J 086 �r 5 : � �' g f fL fIS I'i - i�,.�__?" .:�- Iiii'1{iff•!Ix_t � ..,.;.ua=:� a1Ic�9 � lI� �IIlI�� ". SUBJECT PROPERTY - -.. &. .••. .. ., ,•. .. �.-^ .. _ ___ 50' REAR YARD SETBACK 'N . . - __. ._ ._ .. .+ ;� + ^., _- - - _ ' I V •- N PRINCIPAL BUILDING ENVELOPE �' ✓4 �- I rn LOGIT 1011 MSP .. • ..._ � 4-J � ISCALE: NTS -�------�----°--- �_ - .._ _-_._ - __ I PROJECT SC=,,OFE : FADE <E)" : U c I1 . PROPOSED I STORY ADDITION. .- ' �' I 2. PROPOSED 2ND STORY ADDITION 0-001 .00 PROJECT LOCATION &SCOPE Q U) 1 SITE PLAN & ZONING DATA c l 3. PROPOSED COVERED FOR C M SITE LAYOUT NOTES: Ill I - _ I. THIS IS AN ARCHITECT'S SITE PLAN d IS PRO,IE�T DATA : 0 I SUBJECT TO VERIFICATION BY A LICENSED I N I O-®®� •®O GENERAL NOTES SURVEYOR. THE INFORMATION - -- ENERGY TABLE REPRESENTED ON THIS 5ITE PLAN IS TO THE Q ARCHITECT'S BEST OF KNOINLEDGE. I (PI N PROJECT / ZONING DATA STRUCTURAL DESIGN CHAR rn ., . - --- --- 2.SURVEY INFORMATION WA5 OBTAINED -1 I n � TAX MAP # 1000-86-4-4 FROM A SURVEY DATED AU'G. 3, 1988HOLDOW AND PREPARED BY: N, ANCHOR BOLT, ZONING DISTRICT R-40 NG 1 PEGONIG SURVEYORS, P.G. STRAPPING, & NAILING DETAILS �I I D I LOT AREA O.5 ACRES m 99 if 111 uo, N.Y. STATE LAND SURVEYOR I FASTENING SCHEDULE LIG. #049618 - I PRE G.O. - I STORY DWELLING, P.O. BOX 909 rn-I PATIO, ACCESSORY GARAGE #Z112-14, SEP. 8, 1988 1230 TRAVELER 5TRE1=T I I - - C-O®�.00 FRAMING GRAPHICS t SOUTHOLD, NY 11971 I 1 FEMA FLOOD ZONE X (631) 765-5020 A-_ l BEAM CONNECTION PATTERNS I SUFFOLK COUNTY HD APPROVAL EXIST. 2 PROP. 2 FIREBLOCKING DETAILS p I I I _ BDRM. BDRM I 4.5' 12.3' •®O PROPOSED DEMOLITION PLANS 5 ,�R� EXISTING EXISTING NOTE: HABITABLE GROSS I. FLOOD MAP DATA FROM FEMA MIN. D i 21 8' MAP#: 5610500162H i _ O 1LI SPACE AREA MAP DATE: 09/25/2009 O, 6 EXISTING I m z 1 BASEMENT AREA 0 S.F. IL 94-1 S.F. FLOOD ZONE X - 't F O - � FRAME DECK � FIRST FLOOR AREA 947 S.F. 94-7 S.F. - 02 .00 PROPOSED FOUNDATION PLAN 2.SITE PROTECTION/SILT FENCING TO BE i 24 O' � � 7 j � � INSTALLED AS REQUIRED BY SOUTHOLD I /� / /O I SECOND FLOOR AREA O S.F. O S.F. TOWN. PROP. I STORY/ PROP. 2ND ADDITION /� STORY 3. NO SURFACE WATERS OR WETLANDS ARE __ AREA TOTALS 947.0 S.F. 18x4.0 S.F. LOCATED WITHIN 300' OF THE PROPERTY. I I N I 23.5' PROPOSED PROPOSED - I O�.®® PROPOSED FIRST FLOOR PLAN 1 HAB 1 TABLE GROSS F I EXISTING SPACE AREA w Q'8 m I STORY m I BASEMENT AREA 0 S.F. 0 S.F. FRAME HOUSE I 0 1 FIRST FLOOR AREA 1,268.6 S.F. 1,268.6 S.F. A- 104.00 PROPOSED SECOND FLOOR PLAN I I � SECOND FLOOR AREA 535 S.F. 535 S.F. I N 23.6 I I_ AREA TOTALS 1,803.6 S.F. 1803.6 S.F. 27. ' PROP. fZD O � - a N 5 --�P RGH 46.1' r Z SOUTHOLD TOWN CODE 280-20-7 (A)(1) -�® � •0O PROPOSED EXTERIOR ELEVATIONS o APPROVED AS NOTED - I ( LOT SIZE / AREA IN H ALLOWABLE TOTAL PROJECT: EXCESS OF 20,000 S.F. 20 516.0 S.F. 516.0 S.F. GFA GFA � * � B.R�• 4 FRO T YARD SETBACK w TO LOTS CONTAINING UP 4350 . A-202 00 PROPOSED EXTERIOR ELEVATIONS G -- ' � } CUNNINGHAM BY: TO 30,000 S.F. MAX. NOTIFY BUILDING DEPARTMENT AT �ROPi Z f)✓ 1 pW I- Q ALLOWABLE S.F. / PLUS ADDITION 631765-1802 8AM TO 4PiM FOR THE - iD [ 10% OF EXCESS LOT AREA 3,350.0 S.F. 51.6 S.F. 3,401.6 S.F. 1,803.6 FOLLOWING INSPECTIONS: m X .j OVER 20,000 1. FOUNDATION-TWO REQUIRED I o N W < FOR POURED CONCRETE v1- Q I LOT COVERAGE -�®� .®® BUILDING SECTIONS 2 ROUGH•FRAMING 8,PLUMBING -_- -_ . i NOTES I$ SPED 1 F I f,AT 1 ON5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND NASONRY A55RE Y I AT I O NS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS C.ON5TRUCTION DOCUMENT BINDED 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 $ BETTER (Fb = 8"15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION A5 IT ---- __ --_--_ - _ --_ TOGETHER 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 BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD � INSUL. I INSULATION PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 18" 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 a- 8" MIN. FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR _ _ _ a GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL BLDG. BUILDING �� KIPS (1000 LBS) GENERAL 5. 511-1-5 TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT LL) I. NO WORK TO START UNTIL APPROVED FLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/SQ. FT.,U.O.N. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPEGIFIGATIONS APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS J 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS B.O. BOTTOM OF MAX. 1 MAXIMUM ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED __ _ Q 4+ (V STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. 1. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, �BOT. BOTTOM � MECH. MECHANICAL .� L) PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. __ _ 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL b� FLOORS, ROOFS, AND WALLS. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. BOTTOM OF WALL MIN. MINIMUM O AND AUTHORITIES HAVING JURISDICTION. iT -- = _0 0 RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL I TIER OF FRAMING IS ITd PLACE. G.J. �GEILING JOIST f NAVD55 NORTH AMERICAN VERTICAL DATUM OF Ig88 +Z b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, z C 4. ALL UNNOTED OR NDN-VISIBLE EASEMENTS ARE THE RESPONSIBILITY - 0 Z OF THE OWNERBUILOER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, �. FOOTINGS TO BE POURED GCNGRETE OF SIZE SHOWN ON DRAWINGS. - p - COL. COLUMN - NYG BG NEW YORK CITY BUILDING GODS INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED __ _ ___� p.. 7. ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 3-1/2" SEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS,UTILITIES,ETC. TO BE FILLED -- V_ 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. CONT. CONTINUOUS O.G. ��ON CENTER _ � x U (11 SHALL BE CLARIFIED WITH THE ARGHITEGT/ENSINEER BEFORE PROCEEDING WITH THE WORK. 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE - - Q GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DBL. :�DOUBLE 1 OCG. OCCUPANCY O 0 m (9 q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE -J 0 4-J L0 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. EQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE f DE51ON FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION c N O cc UNLESS APPROVED BY THE ARCHITECT/ENGINEER. DAYS OF 4,000 P.S.I., U.O.N. - -- --- Q 0 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. � DIMENSION P. GONG. -1 POURED CONCRETE -!. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH --- -_- _ BEFORE THE START OF FRAMING ROOF AND 15 OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. EA. [ �EACH PLYWD. �I PLYWOOD --- APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM 05055 q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE ELEV. ��ELEVATION P.T. PRESSURE TREATED II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - NAILIN6 AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (3) 50. FT. - --- - - IL 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. _JIEQUIPMENT REO f REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, -- APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. � EXISTING Ri RISER II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA -- _ _ _ � J AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR A55EMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR � RM. ROOM T PERMISSION FROM THE ARCHITECT. / 1 UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2' ABOVE FINISH GRADE. v 12. THE ARCHITECT I5 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS ASTM 05456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GROSS BRACING AT JOISTS,STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE IG,. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES [FAR A FLOOR AREA RATIO -- BTL. STEEL D EXCEED b'-0" AND AT EVERY 8'-O". 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40"F AND FALLING, UNLE55 APPROVED BY ARCHITEOVEN6INEER. NO 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT S.V. SMART VENT W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY --- -- • TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED IG,. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS �� I -- RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLAB5 AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. / 1 - -- - 1-,J 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. �FLOOR JOISTS THK. I THICK lei. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A -� 0) LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. I.b. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION 1 T.O.W. _ TOP OF WALL AND ORDINANCES. GENERALLY,SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK - - - _ IG,. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM C37 SPECIFICATION FOR GYPSUM LATH, OR ASTM C7q CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. Fr-RCE FLOOD RESISTANT GON5TRUCTION ELEVATION Tr TREAD Q THE SU$-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM 5HEATHING BOARD. COMPLETION R PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL n 1 AS PER PAGE 6-003. 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 b" - --- - VJ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP 4 V-0" BELOW GRADE. FRPR. FIREPROOF U.D.N. UNLESS OTHERWISE NOTED ---� Cl ARGHITEOVENGINEER, AND THEIR A6ENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. ----- AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTG. f FOOTING VERT. �VERTIGAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: GLASS WINDOWS AND DOORS _ __ THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD I. ALL GLASS TO BE INSULATED LOW-E,UNLE55 OTHERWISE SPECIFIED. GYP, BD. GYPSUM BOARD V.I.F. � VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, 510KNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. 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 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER H.D. HOLD DOWN w/ WITH ITSELF INCLUDING THE 1-055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND CLEARANCES ARE PROVIDED. -__ _ WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OEREFRN ). THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR l 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 3. ALL SLIDING GLA55 DOORS,SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED EMPLOYED R, ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, HNCR � HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR'. NOT IT O CAUSED IN PART H A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLESS OTHERWISE NOTED. PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST McMILLIAN LqE MIGROLAM HOR. HORIZONTAL � I B. 6EOR61A PACIFIC 2.OE 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (0515), WAFERBOARD ORIENTED-STRAND 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH - _ I Ib. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S SPECIFICATIONS. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING,PLACING A. TRU55 J015T MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY __ _ ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE OF CONCRETE, ETC. ARE TO BE ACCORDANCE SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION CODE. INSULATION y� I I FENESTRATION � I I ` I I �\II A LI SURE THEY ARE IN ACCORDANCE WITH THE TIONSDRAN6O SPECIFICATIONS, 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. I� I� I� I `4 APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, b. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 6LA55 DOORS, WINDOWS, OR TS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. - _ AUTHORIZATION OF THE ARGHITEGT/ENGINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL NEEDED,UNLESS GTOR SHALL OHERWISE SPEC SPECIFIED. ALRESPONSIBLE L DIMENSIONS AND CONDIITIONS 23• NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. COMPONENT PROPOSED DES I C N GORE PR�SGRI PTI VE VALUE GOMPL I E5 PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 8. ALL CLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 VALUE GITATION (PER 2020 NYSEGGG) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AN4.1 CELLULOSIC SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 6208 STANDARD SPECIFICATION FOR IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH MAX. U-VALUE = 0.32 U-VALUE = 0.25 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. ANOTHER WINDOW MANUFACTURER, IT IS THE RE5PON51BILI7Y OF THE FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GFM/SF YES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH AIR LEAKAGE = 0.30 GFM/SF PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 SPECIFICATIONS, UNLESS NOTED OTHERWI:5E. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE - -_ -_ F__ 22. PROVIDE FIREBLOCKING 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 CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL ROUGH OPENING,U-FACTOR, 1_I54T AREA,VENT AREA, AND EGRESS MIN. R-VALUE = 4q HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION REQUIREMENTS. CEILING R-VALUE R-4q BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES UN PLEASE NOTE THAT THESE PLANS ARi° PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL SEVERE WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE - - - --- COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. TEMPERED 6LA55. MIN. R-VALUE = 38 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL CEILING R-VALUE FULL HEIGHT OF UNCOMPRESSED INSULATIONTO 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. R-38 BATT INSULATION YES GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. (WITH ATTIC SPACES) EXTEND OVER THE WALL TOP PLATE AT EAVES ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-003 4 0-004. THE FASTENING SCHEDULE 2.2,1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE PER R402.2.1 4 TABLE R402.1.2 - CLIMATE ZONE 4 CONSTRUCTION;5STD 10-gq AND 2018 SBC HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). M1551LE TEST OF ASTM Elggb AND ASTM Elbbb AS MODIFIED BY 2020 NYS BG - -- I2 CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) w I. A CONTINUOUS LOAD PATH BETWEEN f`OOTINGS, FOUNDATION WALLS, SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWTHE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR S OR LAG BOLTS SHALL COMPLY WITH ANSI/ FRAME WALL R-VALUE R-21 BATT INSULATION YES PER TABLE R402.1.2 - CLIMATE ZONE 4 2 FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 8 MANU. 5PEG.'s). ASME 6I6.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). ANSI/DASMA 115. o HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. ______� V 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH FLOOR R-VALUE R-30 BATT INSULATION MIN R-VALUE = Iq INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN A THICKNESS OF NOT LE55 THAN " AND A SPAN OF NOT MORE THAN b' SHALL PER TABLE R402.1.2 - CLIMATE ZONE 4 YES BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND -__ - -- __ it TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS COMPLIANCE STATEMENT: 3. METAL PLATES,CONNECTORS, 50REW`.5, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS $ A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN DIRECTLY TO THE WEATHER OR SUBJECT TO SALT Cw/ORRC51ON IN COASTAL SECURE (2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. t_ EXIST. WALLS d 12 LONG HOOKED $GETS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND CORRO5ION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED Q P05TIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Ib" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, -- p 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL ON THE BUILDING. SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.NJ- GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R301.7 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS,HEADER STUDS HOWEVER,WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA / ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER ATTACHMENT ARE TO BE N A IN A SHEARWALL, ALL ANCHORS MAKING AN w 'S AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. PLUMBING ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS -.--- PROJECT: STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) B ANCHOR BOLTS, CODE EVALUATION REPORTS. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (OW) 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD GROUND SNOW LOAD 25 LBS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Ya" BENT PLATE 8' LONG SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 w/6" RI5E $ w/(2) s/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. ALLOWABLE CUNNINGHAM LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 0-003. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES ADDITION SHALL MEET THE REQUIREMENTS OF THE 60VERNING BUILDING CODE 3. ALL WATER PIPING HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION RAFTERS HAVING, SLOPES GREATER THEN 3/12 EXPOSURE CATEC70RY B b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE AND AT BASE OF VERTICAL WASTE PIPES. L/180 MANUFACTURER'S CODE EVALUATION REPORTS. H/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 46" AND EVERY 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER - -- I6" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES 2.2.71. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 FOOT. INTERIOR WALLS 4 PARTITIONS H1180 I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING WOODSCREWS (INCH SERIES). WEATHERING SEVERE 1300 INDIAN NECK LANE 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SHINGLES OR APPROVED EQUAL. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER - DISH WASHER.........................................2" FLOORS $ PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-0" PECONIC NY 11958 OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE - KITCHEN SINK........................................2" PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY 6AF-WEATHER-WATCH ICE - LAVATORY...............................................2" ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MA5ONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: - SHONER/TUB••••••••••••••••••••••••••••••••••••••••••2" TERMITE MODERATE TO HEEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LINE. a 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. - TOILET........................................................3" DRAWING TITLE: AND AT SPACING NOT EXCEEDING WON CENTER. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE - LAUNDRY .................................................2" EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 - -- -- 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - FLOOR DRAIN..........................................3" ICE BARRIER REQUIRED YES GENERAL NOTES CONSTRUCTION. 2. WALLS - WIND LOADS W/BRITTLE FINISHES L/240 CODES AND REFERENCE STANDARD: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. THROUGH ROOF. STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFICATIONS. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 8 STATE ENERGY CONSERVATION CONSTRUCTION CODE. 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL DRAIN COCKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY PROTECTION. - __ - b. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON' WOOD FRAMING,AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME PERMITTED 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED WITH BACK FLOW PROTECTION. STRUCTURAL DESIGN LOADS PAGE: (AFWA) AMERICAN WOOD COUNCIL (AWG). 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. USE LIVE LOAD DEAD LOAD G-OO2mOO PLUMBING CODE. 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - -_ ___ --- THE SEALANT TO UPLIFT FORGES USING ASTM D b3bl. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER IO. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED TO CONGEALMENT OF PLUMBING. EXTERIOR BALCONIES 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. DECKS 40sf IS psf 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC ARCHITECT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED p CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION NOR ANY POTENTIAL DAMAGE THEREOF. DATE: 2/ 9/22 2 OF 16 CONSTRUCTION CODE. 6YP5UM WALL BOARD 8. ALL CONNECTORS SPECIFIED AS A 'SIMPSON" TOP MOUNTED BEAM PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ELECTRICAL: ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42"9 10 psf IS psf 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING,UNLESS I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE MECHANICAL. FUEL GAS: EN ROY NATIONAL TION CIG GODS, NFPA 70 AND 2020 NEW YORK STATE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf ENERGY CONSERVATION CONSTRUCTION CODE. p DEEMED APPLICABLE. I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/THE NYS MECHANICAL CODE AND FUEL GAS CODE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf ... INSULATION 3. 5/8", ONE HOUR RATED,TYPE 'X' GYPSUM BOARD ON CEILING, AND WALLS COMPLETION OF WORK. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET "' ,-.gti d 2. ALL MECHANICAL SYSTEMS, APPLIANCES, d EQUIPMENT SHALL BE LISTED, SLEEPING ROOMS 30 sf IS 5f -\%` -^�"+� . FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING LABELED, d INSTALLED IN ACCORDANCE w/MANUFACTURER'S SPEC.'S d CODE. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: P P �C`1 /I- FOIL TO BE PLACED TOWARD WARM SIDE. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL - GENERALLY,VERIFY OR PROVIDE HARD WIRED Ca aN� p �` CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 3. ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS SMOKE DETECTORS w/BATTERY BACK-UP IN: STAIRS 40 psf 15 psf (. 4 �A 0 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL � d'. T; ..gl WALLS FROM b" BELOW GRADE TO 24" BE GRADE IF DESIRED BY 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. A. EACH SLEEPING ROOM GUARDRAILS AND HANDRAILS 200 psf 15 sf Q , 6) - ' `�'0 CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS p p * ( ..{_ FOUNDATION WATERPROOFING. TO DRY BETWEEN COAT5. FINAL GOAT TO BE SANDED SMOOTH. 4. SUPPLY d RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED B. OUTSIDE OF EACH SEPARATE SLEEPING :: '.f � COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED AREA IN THE IMMEDIATE VICINITY OF Cp ,__( ,:_V, LL 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 12 psf FOR ATTIC .A , `'/ 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND TO AN R-VALUE OF AT LEAST(NYS EGG R403.3): THE BEDROOMS (GENERALLY THE HALLWAY) ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf IS psf FOR OATH. "� 0 � ��' - q' R-30 FOR FLAT GEILING5 ALL OPENINGS. p /, 374 - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS G. EVERY LEVEL OF DNELLING Mt , DUCTS 3"� GREATER, LOCATED IN ATTIC: R-8 a - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION 6. FASTEN GYPSUM BOARD AS PER FASTENING 50HEDULE ON PAGE 6-003. (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETC.) .F i,I \.....• DUCTS UNDER 3"R, LOCATED IN ATTIC: R-6 - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH _ - 5.25" R-21 FOR FLOORS DUCTS 3"� d GREATER, OTHER PORTION OF BUILDING: R-b DUCTS UNDER 5"O, OTHER PORTIONS OF BUILDING: R-4.2 ASCE 7-16 (MINIMUM DE516N LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDONN DETAILS T`I'C I GAL NA I L I NO/STRAFF I NO REOU I R MENTS FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U F L I F T, SHEAR/ $ LATERAL= WIND R E S I J TA N G E NOTE: TH I5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, a a AND ROUGH OPENING FRAMING REQUIREMENTS) "ALL STRAPPING TO BE VWx 20 GAUGE* -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE 0 w USE I Old NAILS IF STRAPPI N6 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J cc FASTENER SPEC. [____ FASTENER m HOEDOWN 'A' HOEDOWN 'B' CONNECTION A NA La I NO OR I D DESCRIPTION AND QUANTITY SPACING 4-J tnj FOR NEW a EXIST. FOUNDATIONS ROOF CE I L I NC FRAMING AT RAFTER TO RIDGE ,� I.DIM's ARE ALL MIN.St's BASED ON USE OF ONLY A Ibd o >: CO ENDWALL CONNECTION: COMMON NAIL w/o PREBORED HOLES. L ENOKALL '"�r_~ 2„ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER 0 N z 0 (3) 2x FULL (3) 2x FULL CORNER STUD "`f- 2.WOOD IS ASSUMED TO BE DF,02 d BTR. IN DRY USE HEIGHT STUD\ CORNER STUD HEIGHT STUD ` --'-. FOR STRAP - 3 a d* COMMON R.R. SERVICE CL .f6 L0 TRANSFER SHEAR NAILS a EA. END OF STRAP. 2" GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST >1c T_ ONNEGTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL C G x N TRANSFER SHEAR � ry (EVIDENT VURIN6 INITIAL INSTALLATION) PREBORE THE NAIL 0 D +.+ "SIMPSON' HDQa ; FOR ROOF SLOPES UNDER 5:12 WITH J • ' • HOS,SET NEy.1 MEMBER- GEILIN6 JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE 6-003 EACH LAP - Cfl HOLDOWN ANCHOR a 2-I6d COMMON O m ' ' 1 2-I6d COMMON LOCATIONS NOTED NAILS a 6" O.G. d ,� ROOF SPANS OF 24 OR GREATER, • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CV -J NAILS a 6" O.G. d USE 4 a d COMMON NAILS a EA. • CEI LINO JOIST LAPS OVER PARTITIONS (PAGE-NAIL) a-Ibd COMMON EACH LAP O" O.G. IF BLOCKED ON PLANS 10" O.G. IF BLOGKE �•�._./ � • • O CORNER POST - END OF STRAP. G.J G.TIES 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO a �- CORNER POST "�., TIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE "SIMPSON" HDQaTHE ABOVE ASSUMES A RAFTER ry GRAPHIC BELOW) '•--....•, HOEDOWN ANCHOR® SPAGIN6 OF I61 O. FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END LOCATIONS NOTED - ° d OF 24" O.G., INCREASE NAILING BY A GERG4TION 12.4-PLACEMENT OF NAILS d SPIKES t TABLE n , ON PLANS FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END `"'� d CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD CONNECTION: _ WALL FRAM I NC HOLOOWN INSTALLATION OPTIONS: __._- ____ FOR NEW P. GONG. FOUND.'sFOR STRAP - 3 a d* COMMON NAILS a EA. �2 " TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT HOLDOWN CAST IN PLACE w/ 7/9>"(P THREADED ROD " o• • END OF STRAP. f • • ■ WHEN IN TOWN OF 15LIF OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURRIED FOUND.'s • • Norte .I . • 7/81"� THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "51MPSON" SET(HIGH STRENGTH EPDXY -- • MAX. NAILING GRID ABOVE UTILIZE ' • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. B� f l / . _./ _ m ADHESIVE), a FOR TEMP.'S O°F-40°F USE "SIMPSON" AT � 51MPSON #H2A (OR EQUAL) RAFTER TIE W (HIGH STRENGTH ACRYLIC, ADHESIVE) i -•,r� HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES • ' FOR -OENAILIN6 - 3 a d COMMON NAILS --_. --�- FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP :2 COURSES SOLID S GAST IN PLACE HOLDOWN USE SAME • CONNECTION • FOR G.J. TO R.R. - 9 Ib d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, U w/7/81"m THREADED ROD • REQUIREMENTS FOR 2-Ibd COMMON 12 PER FOOT RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (FACE-NAIL) 0 APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW -- HOLDOWN 'G' HOLDOWN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMING .!—^ -- < V J FOR NEW FOUNDATIONS � FOR NEWLY POURED GONNEGTI ON GI G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST (�� FOUNDATION ® ONE STORY ONLY� ; VJ (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-95d COMMON EACH END Q HEIGHT STUD CORNER STUD 0NNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END TRANSFER SHEAR "SIMPSON" HDQS (3) 2x FULL � o AT STUD TO FLOOR ASSEMBLY HOLDOWN ANCHOR a 2-I6d COMMON HEIGHT STUD I • �� — . `- TO STUD CONNECTION: BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS a 6" O.G. I ' ° TOP PLATE (TOE-NAIL) ON PLANS lo" O.G. IF BLOCKED i I i i FOR STRAP - 3 a d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST = ° NAILS a EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST o FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d CCI1,MCN Y l I BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® 9 " O. / ° I - ` F BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMONPER FOOT • ROOF SHEATHING e d STRUCTURAL PANELS: d INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD "SIMPSON" 5 14 CONNECTION DI D2 BLOC INC PERIMETER EDGE ZONE s ad COMMON 6" EDGE / b" FIELD HOEDOWN INSTALLATION OPTIONS: m EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. UP TO Q" RAKE OVERHANG FOR NEW P. GONG. NPLACE ~-_~ • GE I L I NG SHEATH I NC HOEDOWN CAST IN PLw/7/81"� THREADED ROD � ..-•--"_ FOR EXIST. P. GONG. Ole NEWLY GURRED FOUND.'s OEDOAT STUD TO FLOOR ASSEMBLY TO SILL 7/95"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO x • PLATE(S) CONNECTION: D2 -- GONGRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY FR MIN. j GYPSUM WALLBOARD 56 COOLERS 7" EDGE / 10" FIELD ADHESIVE), d FOR TEMP.'s O°F-40°F USE "51MPSON" AT CORNER (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR ° ° FOR STRAP - 3 95 d* COMMON NAILS a EA. 1 SPECIFIED ON D� 4 ° E END OF STRAP (WRAP STRAP UNDER SILL PL.) N WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • I i FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - H/ THREADED ROD 2 16 d COMMON NAILS STRUCTURAL PANELS ad COMMON 6" EDGE 1 12" FIELD °a d ALTERNATE CONFIGURATION - ABOVE STUD TO STRAP w/(3) GYPSUM WALLBOARD Sd COOLERS 7" EDGE / 10" FIELD FLOOR CONNECTION W # LPT4 SIMP50N (OR — bd NAILS m EA.END - Z NA 1 L 11 1C/STRAFF 1 N0 @ WINDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) a PLATFORM TO SILL PLATES ~-'^-- OF EA.STRAP TO EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE NOTATION: 5IMP50N H2.5A. _ V A - NUMBER OF ad NAILS® EA. END OF STRAPPING (20181 WFGM,TABLE 3.7,P. Ib9) STRUCTURAL PANELS: CONNECTION E �-- I" or LE55: ad COMMON 6" EDGE / 12" FIELD il> B - NUMBER OF SILL 57UD5-ON FLAT(DOES NOT APPLY TO DOORS) (201a WFGM,TABLE 3.25B,P. 9l) GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD G - NUMBER OF FULL HE16HT KIN& STUDS 0 EA. 51DE OF HEADER(201a WFGM,TABLE 3.230,P. 24 ; "'��-~+ • ALTERNATE AS PER TABLE 5.230,P. 293) �� D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. Lu A D (2015 WFGM,TABLE 3.7,P. I959) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q E - NUMBER OF JACK STUDS a EA. END OF HEADER(2015 WFGM,TABLE 3.22F,P. 2695) EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(S) a EA. IDE ° PLATE(5) CONNECTION G _ °e ° ° ° e SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (20181 WFGM,TABLE 5.5,P. 191) l) d a cd SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: FOR STRAP - 3 8 d* COMMON NAILS a EA. a NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. --•-••... - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH CUNNINGHAM da END OF STRAP (WRAP STRAP UNDER SILL PL.) FASTENING SCHEDULE B SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE �`'��-- � ° d a da F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS �-� ° 2" FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. ADDITION (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 20195 EDITION) `''�-- 2 16 d COMMON NAILS A NOTATION ROUGH P` B G D E F 6 S C GE FOR TRUSS TYPE, PRE—ENC I NEERED WOOD, AND/OR TIMBER CONSTRUCTION\ 1300 INDIAN NECK LANE OPN6 THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 2'-0" 2 1 1 1 1 1 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE PECONIC, NY 11958 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 4 1 2 2 2 2 ��I 1 G I I/� ® T®� I l\ T GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE Jm 1`t0 !�.-�i AUTHORITY HAVING JURISDICTION: " - PROVIDE (2) 2"x1O" HDFZ (MIN.) U.O.N. 6'-0" 5 1 5 5 5 3 BRACING/STRAPPING DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN) TOP PLATE FOR RAKES I2• OR OLDOWN� ANCHOR BOLT BLOCKING 2 LESS PROVIDE , 7 2 5 4 4 4 SPLICE { TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK a BLOGKINC m 12'O.G. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING, & NAILING DETAILS LENGTH I FOR WIND - EXPOSURES B8G - FOR WIND - EXPOSURES 540 - 4'-0' o.1. To AGHEIVE RAKE O.H. BE I , II , 111 , IV , OR V TO INDICATE ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM 5PLIGE'�",4 BUILDING MINIMUM SPLICE'S°'4 THE NYS BC. DIMEN51ON (FT) LENGTH (FT.) DIMENSION (FT) LENGTH (FT.) TYP.STRAP w/0) PAGE: 95d NAILS EA. E DESIGNATION FOR STRUCTURAL 12'-0" 3'-O' OF EA.STRAP b" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, 4'-0" ATTIC - - PRE-ENGINEERED WOOD, OR TIMBER —®®3 ■ I`4G ®R �OL-"� SFG 11� I GT 1 ®NS CONSTRUCTION AS FOLLOWS: 20'-0" 4'-O"/5'-O" 20'-O" 5'-O" _ "F" = FLOOR FRAMING, INCLUDING BLOGKIN& 2 BAYS GIRDERS $ BEAMS b"-12' SPECIFICATION (20195 WFGM TABLES 3.2A 4 3.25, P. 151-160) BACK a 4'-0" O.C. - "R" = ROOF FRAMING CORNER • 24'-0" 4'-0"/5'-0" 24'-O' 6=0' - "FR" = FLOOR ROOF FRAMING DATE: 12/19/22 3 OF 16 CONDITION FOR ALL STRUCTURES: 5/5"(P ANCHOR BOLTS a 381" O.G. 2a'-O" 5'-O"/b'-3" 2a'-0" 7' O" • 32'-O" 6'-O"/`T'-6" 32'-O" a'-O" SECOND FLOOR D i 36'-0" 7'-O"/b'-q" 36'-O" 9'-O" NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CON CTION 2-16d NAILS PER FOOT. I. MIN. -I EMBEDMENT INTO CONCRETE PROVID,THAN E A VALENT N SHABER OF NAILS OR SHORTER SPLICE BLOCKING 2 BAYS r w T pp „ LENGTHS,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER TO 40-O' 51-01,1101-01, '140.-0., II'-O' .� *��I • END w/ 5" SQUARE WASHERS AND END NUT SETUP; BACK a 4'-O" O.C. �) p y ,f 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-D' 13-01. �� •}� CONDITION IN EXPOSURE B TYP.STRAP w/(5) ,... STROKE <U ' TOP TWO COURSES SOLID — - ad NAILS EA. END 5.TABULATED SPLICE LENOTH5 ARE BASED ON a FOOT WALL 60'-O" 12'-O"/IS'-O° 60'-O° Ib'-O" OF EA. STRAP HEI&HT5 FOR OTHER WALL HEICHT5,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/b; >�i �1 ; 1 x- OR REPLACED BY HOLD DOWNS FOR SHEARINALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 10' FIRST FLOOR t PLAN DIAGRAM OF [:ONES -O" 14'-0" 70'-O" 19'-O" NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN b $ 12 (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): , 950'-O" I6'-0" 950'-O" :223� N ��s7 q.�3 FROM ENDS AND CORNERS (TWO a CORNERS) a'WALL- 1125 '-0" REFLECTIVE (SEE DIAGRAM TO LEFT) 1'KALL-1.5?5 BLOCKING 2 BAYS RED PANTONE WH1 12'WALL- 15 THIS COLUMN w/MULTIPLIER BACK® 4'-O" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0"WALL #Ia7 4.TOP PLATES SHALL BE A MINIMUM OF STUD CRAVE MATERIAL MISCELLANEOUS FRAMING ORAPHICS CONTINUOUS BUILT-UF OIRDERS 5 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A - F I RE5LOGK NO FOR PLATFORM HOOD FRAM I N0 WORKING KNOWLEDGE OF THE AMERICAN HOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE _____ ___ _ _ _ ASSEMBLY REQUIRE►�ENrs: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) � AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) DESCRIPTION 1/4 BETWEEN Ab THEN OIRR RS MADE UP OF JOISTS NAILED CONNECTION ION Q IDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES 0 MAX.32" LOCATED BETWEEN CNE SIXTH AND ONE QUARTER A5 FIRE-STOPPING. LL NON-LOAD BEARI'NO WALL OFFSET FROM SUPPORT A (2)ROW5 IOd NAILS s 12'0.0. Ill- Lu THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST 'J ca SUPPORT. NO TWO ADJOINING JOISTS NOR MORE SERVES AS FIRESLOPPIN6. (y) Ti STUD B (3)ROWS IOd NAILS• 12"O.G. p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q 4-J (\I SUBFLOOR (2)ROWS 1/2" 0 BOLTS o 12"0.0.STAGGERED; JOINTED ON THE SAM= SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE � .� /SUBFLOOR G DBL.• ENDS TWO-PIECE PLATE SERVE A5 FIRE5TOPPIN6. SOLE PLATE BUILT UP 61RDER P MAX.32" NAILING: O SOLE PLATE D (2)ROWS 1/2" m BOLTS O Ib"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE -0 r- 0 SIDE WITH IOd NAILS,TWO NEAR EACH END OF JOIST SERVES A5 FIRESTOPPIN6. *z; ix (D E (2)ROWS I/2" m BOLTS o 24"O.G. L z BETWEEN 1/6 EACH PIECE, OTHERS STA66ERED WITH A DISTANCE �j 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD $LOCKING O O N 0 F (2)Rows s-3/a•TRU55LOGK SCREWS• 12"0.c. 3 1/4 OF OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. d. '� L0 Y d. SCREWED ON(U SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH a-- G (2)ROWS 3-3/b"TRUSSLOGK SGREKS• Ib"O.G. < SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH - b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE X CV I SCREWED ON(I)SIDE OF MEMBER JOIST, OTHERS STA66ERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O O O 4- [H 1 (2)ROWS 3-3/b"TRUSSLOGK SCREWS• 24"O.G. P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPIN6. 0 m }, JOIST H SCREWED ON(1)SIDE OF MEMBER a--+ a--+ MAXIMUM OFFSET I (2)Rows 5"TRUSSLOGK SCREWS o I2"O.G. -PIECE 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND O N (� co J BUILT UP GIRDER P MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d - 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q a O JOI5T DEPTH, d _- SCREWED ON BOTH SIDE OF MEMBER NAILS ON EA. SIDE w TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. MATCHED SIZE OF BLOCKING = (2)ROWS 5"TRUSSLOGK SCREWS o Ib"O.G. 4 - UNDER NON-LOAD BEARING FIRESTOPPING AND K 5CREKED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE - PARTITIONS ® 32" O.G. BLOCKING STU �- -____ - - -- -- OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 5. THE HEADER SERVES AS FIRE-STOPPING. (2)ROWS 5"TRU55LOGK 5GREW5• 24"O.G. BETWEEN 1/6 L SCREWED ON BOTH SIDE OF MEMBER s I/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS .ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NG BRAG I NO OTE: P STRINGER TO SERVE AS FIRESTOPPIN6. GANTI LE\/ERED FLOOR 1.BEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED W 20d NAILS AS SPECIFIED L GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR E CONNECTION PATTERN 'B'WHEN 10"OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SGREwIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIEGE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL { OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP ORDER P GIRDERS ARE TO BE SECURELY ANCHORED TO % I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SUBFLOOR SOLE PLATE 2"x4"CONTINUOUS ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR / THE VERFIRESTOT GAL OPEN NNO SHALL NOS BE REQDUIB PSIHEN THE PLASTER $0TTOM N6 LATERAL BRAGS a V O.G. T�5THE BAND BOLTED TO STEEL COLUMNS. JOIST 2) IOd NAILS TRU55 OR AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE ■ LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL /� `� I I j� PLATFORM FRAME CONSTRUCTION 5HRINKA5E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON M NA I L I NO PA I TERNS FOR SIDE LOADED BEAMS (I� . FLUSH BEA1� S) AS FIRESUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE , ) W 10)ad -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRESTOPPING. 'T " NAILS FIRE- FIRE- WOOD FIRE-STOPPIN6 FIRESTOPPING FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING FIRE- FIRE- SOLESTOPPING STOPPING MULTIPLE-PIECE MEMBERS JOIST • 5d COOLER NAILS 0 10"O.G. I NAILED' BOLTED' U �_ FIRE 7 WHEN % �BLOGKIN6 2"x4" BLOCK NAILED TO EA.BRACE 2 ROVe 16d s ROW.Ibd 2 ROhS A• 2 ROt-e)4' 2 ROWS• VERTICAL H/(4) IOd NAILS COMMON COMMON 1301 T5.24' BOLTS BOLTS O 12"O.C. O 12"O.G. O.G.9TA66£R®° O 12'O.G. O 6"O.G. C.OVERIN6 15 APPLIED STUD 20 ga.5 GYPSUM BOA TWO ROWS 12.O.G. THREE ROWS 12'O.G. JOISTS DOUBLE PLATE * o o " o " a o ro UNDERSIDE Cr- DOUBLE f •��/� 5d COOLER NAILS o 10"O.G. (l0)8d NAILS BEAM SELECTION w/ STD. NAILING LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 JOIST SHALL BE LOCATED DIR3'_GTLY NOTE: ENDWALL 5 AS NOTED IN NOTES -1 4 8 0 0 o s NorrroMeusnl.LE PLTNATE DENOTES ALT.FOR USE OF DRYWALL SCREW5 F1RESTOPPING LOGAnoN Q VER STUDS,UNLESS TOP PLATE IS 4"a EDGE/12"o FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROW5 SHOULD BE 2'FROM ED5l 50LE WOOD FIRESTOPPINO OF CARDER DESIGNED TO CARRY THE LOAD SCREWS;+b - lY4"TYPE W OR 5 FIRESTOPP�N6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24'O.G.STAGGERED TWO ROWS b"O.C. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL ill III THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O O O O O O O INTERIOR STUD DETAIL OVERLAID ROOF 3.STAGGER EACH ROW OF FASTENERS BY 12'. O O O O O O O lii 2"SPACE NOT X ATTACHMENT @ VALLEY 4.FOR ATHREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. Yi FIRESTOPPIN6 i',I'I TO BE FILLED \ \ ® APPROX 111 NOIBLE WCOMBUSTNCH THICK rOPPIN6 5.FOUR-PIEGE MENBER5 SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO BOTH SIDE OF THE MEMBER _� 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION '7 \• STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING W/ -1.2 Rotas of Ibd COMMON NAILS 02"OLJ FOR DEPTHS 12'OR LESS FIREsroPPIN 4 5d NAILS LOCATION 8 G LOCATION 9 a EA.END a R.R. D.s ROWS OF Ibd COMMON NAILS 104,)FOR DEPTHS OF 14',Ib"t Ib". LOCATION 10 FULL WIDTH 2" BLOGKIN z CONSTRUCT ION DETAIL=S MIND LOAD PATH GONNECTI ON DETAILS TOP PLATE DRILL 2"m INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL 'EXIST.OR NEW NEW R.R. SET W R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOWER TOE NAILS NOTED DONT.BLOCKING TOP PLATE SPIKED TO R.R.'s AL16N NEW d EX. R.R.AS SHOWN KINO STUDS- PLAN TUDS PLAN VIEW ROOF,R.R. INL NE ED WOOD JOIST -0 WOOD JO I S CRIPPLE STUD BLOCKING _ _ JOIST HANOER HEADER GENERAL REQU I RENfENTS FOR GENERAL REQUIREMENTS FOR z W INSTALLATION OF GL I NCHED NAILS INSTALLATION OF TOE-NAILS OI RDER/HEADER WOOD OI RDER .JACK STUDS WOOD JOI5T - I � W MAIN MEMBER p� d' O i JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH WITH O I RDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: IAM.X 5 APPROX. 30° w/THE MAIN MEMBER 4 STARTED APPROX. Xs THE LENGTH OF THE NAIL FROM THE MEMBER END, CUNNINGHAM I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,5TRAI6HT THROUGH AND SENT OVER A MIN. OF (3) NAIL DIAM.'s AT A 410° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ADDITION MEMBER,FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER -� 3. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD +D WALL STUD O WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR 1300 INDIAN NECK LANE DOUBLE JOIST DOUBLE JOIST -0 TOP PLATE PECONIC, NY 11958 GH I M. CHASE SECURI NO @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS O BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOI5T FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION K/STUDS TO ATTIC. FLOOR d BLK'6 TO R/L 5IDF-5 w/STRAPPING TO R/L SIDES) PAGE: WIND RESISTANT CONSTRUCTION GONNEGTORS w TOP PLATE 0 O N GHIM. CHASE WALL CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOO RIDGE-TO-RAFTERS 0520 (921 APPLY TO EACH PAIR OF RAFTERS u�z Q 0 RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER a z Q DATE: 12/19/22 4 OF 16 w z ROOF I o o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER `nNJ z REQ'D BLOCKING J Q O PLATE-TO-WALL STUD 0520 @ 18" TO ALIGN w/STRAPPING w w a APPLY TO EACH WALL STUD ® EA. LEVEL RS VE FL ®z 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 56" APPLY TO EACH WALL STUD --- ® HEADER-TO-JACK STUD 0520 @ 12" APPLY TO EACH JACK STUD FLOOR/C."-6. _j T CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH GRI PPLE STUD ,� � f �,: �A � T SHEAR WALL HOLDDOWN ANCHOR 55TBI6 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE 1ST. FLOOR-UNDER-SILL PLATE 0520 (USE WITH 311 SQUARE WASHERS) 7 SIDE VIEW PLAN VIEW USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. (5ENERAL` ERAL SNr " 50L. <ENr = EXI5TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT d ii WOOD FRAME (L.O. STL. r__ Q WHEN APPLICABLE) EXISTING TO REMAIN NEW FOUNDATION WALL I W NEW WOOD FRAME (L.G. Lu co CY) STL. WHEN APPLICABLE) -- NEW I-HR FIRE RATED © I _ I I � MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L a 5TL. POST FOR 4 WALLS I � -- ---� I WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL I L- - ----1 I I L-__---J I EXIST. O = � POST FOR b" WALLS), U.O.N. I I ______ I I 2'8"WXI'2"H HOPPER NEW 2-HR FIRE RATED _�____ r WOOD FRAME (L.G. 5TL. 0 .C N0 p WHEN APPLICABLE) EXISTING STAIR 1 X Q Q TO BE DEMOLISHED N ul�__ "Y lu Lu -- --� O +I RI OL O p d -- --� - O m C9 N - ---i u Q 0 a 0 EXISTING STAIR ____ O N TO BE DEMOLISHED I N Lu r-- --� I X W ---- x L J L SO CHIMNEY BASE GONG. BLOCK -0 mo-, U (3) 2"x8" DROPPED ^ ` OW m 0. s EXIST. � w BASEMENT pUNHEATED- N- U IL tL UNFINISHED- t j � Ov AMh S X � N�p W N x Lu W PROPOSED BASEMENT DEMOLITION FLAN SCALE: 1/4" = 1'-0" EXISTING SCREEN PORCH TO BE DEMOLISHED -------------- PORTION OF EX15TINO DECK TO BE I I I DEMOLISHED I I 1 II I II I II I II I II I II I BILGO DOOR TO BE I j REMOVED --- T 1 I I I I I I II I II 1 I I I II I II I I I I II I II I I I I II I II I I I I II I II RELOCATE I I II II EXISTING WINDOW I I I I 1 1 I I II II I I I i EXIST. EXIST. Z ----- --_1_-_ -1--- �l_1 i_ _ 2'O"WX39"H D.H 2'8"WX4'I'H D.H w �� ) 11 II RELOCATE I L J EXIST. 6A5 METER i I -- ___--- n GL. i `= LUI EXISTING BATHROOM I I I TO BE DEMOLISHED I I ALL EXISTING CABINETS, t ____J i I i r- 1 I Id PLUMBING FIXTURES E III APPLIANCES TO BE REMOVED If (���(i� I I I I I I F�O W RELOCATE I II EXISTING WALLS III I I L�__J I X� ~ EXISTING WINDOW ��) -------I _ _ �I W L_J EXIST. III TO BE DEMOLISHED -- I I I EXIST. uL___ L_ __J I I I BEDROOM �I� KITCHEN I� I I I I I � lio s.F. I I -- 1 I EXIST. I I PROJECT: 11 -- RELOCATE I I I II p ,, / EXISTING WINDOPq III CUNNINGHAM EXISTING STAIR Ll jh=) �y/ III RELOCATE I I TO BE DEMOLISHED \ X11 ADDITION ELECT. METER I `w ii EXISTING CLOSETS III TO BE DEMOLISHED ----- --- ------------- I EXIST. IF F_ HALLWAY EXIST. I I EX15T. I EXIST. 1300 INDIAN NECK LANE = GL. I I GL. I I GL. Q �� ----� PECONIC, NY 11958 ------- = XB G LL EXISTINO WALL5 TO BE DEMOLISHED TO BE DEMOLISHED F-1 RELOCATE DRAWING TITLE: X:t I I �J EXISTING WINDOWI - w$ L— iii PROPOSED DEMOLITION PLANS a j EXIST. :t EXIST. LIVING I GL. t:X ROOM I _ EXIST. � --- BEDROOM UJ m u 1 140 S.F. PAGE: 4------ A-IOLOO ijN REMOVE EXISTING WINDOW I I (2)EXIST. i I DATE: 12/19/22 5 OF 16 3'O"WX4'I"H D.H I I I I DEMOLITION NOTE: I -- PROVIDE SHORING AND SUPPORT TO ALL AFFECTED I I STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT L------------ OF ---------OF ANY DEMOLITION OR CONSTRUCTION. EXISTING STOOP TO BE DEMOLISHED F.S'AP Ar i�i�0i�05 17 FIRST FLOOR DEMOLITION PLAN ,A 74. 1 � �� 50ALE: 1/4" = 1'-0" "" 0ENERAL S I �50L <F—""( : NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) D W EXISTING TO REMAIN � I----{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J O I—� STL. WHEN APPLICABLE) \1 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL \1� 4Z7Q {-' N WOOD FRAME (L.G. 5TL. W2"POST FOR 4" WALLS O O HEN APPLICABLE) (MIN. (2) xb" STRUCTURAL o O O POST FOR b" WALLS), U.O.N. _ >: C09 NEW 2-HR FIRE RATE°D WOOD FRAME (L.G. STL. C (V0 ( O WHEN APPLICABLE) 13- cc Y c: X =3 fV O 4-J O 00 m -Z; Cfl FOUNDATION PLAN NOTES -J N O cc TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: O Q • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD 0 S SILL SEAL • ANCHOR BOLTS AS PER PACE 6-003 • P. CONC. FOUND. WALL AS PER DETAIL UPON • P. CONC. FOOTING AS PER DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3'-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) 4-) • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL S SLAB (WHEN APPLICABLE) U D N '— HOLDOWN (FOUNDATION TO IST FLOOR): I W D IA HOLDOWN 'D' AS PER PAGE 6-003 OIb"x8" DEEP P. GONG. CONTINUOUS FOOTING ■ AS PER DETAIL -EXISTING DECK TO REMAIN- NEW UN-REINFORCED P. GONG. SLAB - I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON � _� _ _ _ - - 2. b MIL POLY VAPOR BARRIER UPON - - _ U 3. 4" (MIN.) GRAVEL BASE 4 w FOUND ff POSTS FOR WD. DECK: 3 I • - 0 - - - - - _ - - - O WD. P.T. POST S P. CONC. PIER UPON FOOTING AS PER I IA O I b O IA I Q V J DECK DETAIL (TYP) // Q I NEW HOPPER Q m Q I Q a I 2'5"WXI'2"HCL FOR WOOD STAIRS a GRADE: _ x v I O O 4" THK. P. GONG. PAD 5" WIDE x REO'D'LENGTH UPON X 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS MAX. I6" O.G.,U.O.N. (MIN. 3 STRINGERS) I I I Ill APPROXIMATE Z AREA OF EXIST. TYPICAL LEDGER BOARD a EXT. DECK: I I WASTE LINE O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS I NEW CASEMENT 13'-7' 3'W x 4'H E6RE55 2. SECURED w/(2) 5/5" 4' x 5" LONG H.D. GAL. LAG BOLTS (q +" I S.F. CLEAR OPENING) ® Ib" O.G. 10 I 8 3. INSTALL H.D. 6ALV. JOIST HANGER5 BY 'SIMPSON' (OR EQUAL) I EXIST. 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDINGS I NEW BASEMENT 2'8"WXI'2"H HOPPER BENT OVER TOP EDGE OF LEDGER BD. 2'13 S.F. 5. SEE NOTED DETAIL I -UNHEATED- a I UNFINISHED^ Q INFILL EXIST. STAIR w/NOTED WD. FR. - O PROVIDE JOIST HANGERS ON ALL JOISTS® GAS O 3: — EA. END 4 NEW SUBFLOOR TO MATCH EXIST. b SERVICE - 2: F FOUNDATION WALL OPENING: O I. 3'-b"x7'-O" MASONRY OPENING IN FOUNDATION ® I-I I I 28'W OOP R �► I-I EXISTING STAIR OPENING. A-301 W sz cV I A-301 2.5EE NOTED DETAIL OEXIST. MECHANICAL: I I X I. EXIST. WEIL McLAIN PLUS 40,36 GAL. INDIRECT j to WATER HEATER TO REMAIN - z toB WH 2.EXIST. BURNHAM BOILER(MODEL NO. ( 200 AMP Q v &/ PROVIDE POWER VENT a 204NGL-TE12) TO REMAIN (RUN HOT WATER TO I ELECT. PANEL AIR HANDLER AT ATTIC) ij ty 3.NEW ATTIC AIR HANDLER 36,000 BTU MODEL tK NO. BGRMBbb3bS3N4 TO REMAIN 4.F.A.I. AND FLUE TO REMAIN O- O 5. MAINTAIN 30"x30" CLEARANCE IN FRONT OF IA MECHANICAL UNITS AS PER NYS MG 306.1 q'-q" STRUCTURAL SUPPORT (I ) i ® 7.5' w b.MAINTAIN ALL APPLICABLE VENTING = ® EXIST. CHIMNEY (1 ) r 10' a CLEARANCES REQUIRED PER NY5 MG 804. 7. EXIST. HOT WATER BASEBOARDS TO REMAIN �Y GONG. BLOCK a OR BE RELOCATED BASE TO REMAIN Os s EGRESS WINDOW WELL: Z 10 PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY T W w "ROCKWELL;bb SERIES" bb"W.X44"H. OR EQUIVALENT. 6 0. X15T. 0INSTALL AS PER MAN. SPECS. -: I O BASEMENT X w il U p _ UNHEATED- z a- A-4ol cV UNFINISHED- w I I� to 1 _I UI N N s I � I PROJECT: EXIST. (� 4 WATER Q I� SERVICE CUNNINGHAM I ALIGN ALIGN T ADDITION .0 APPROXIMATE1300 INDIAN NECK LANE AREA OF EXIST. - O 4 I I r PECONIC, NY 11958 I BURIED WATER LINE cm I� z\1 � � I � � Q � I— -11 I � DRAWING TITLE: � - - - - - - - - - - - - - I- - - - - - - - - - � -1 - - - - - - - - - - - - -L --1 N s I - - -I ° PROPOSED FOUNDATION PLAN 0 10" p G �•-� PLAN o 5 10 20 PAGE: FROFOSE FOUNDATION PLAIT GRAPHIC SCALE 1/4"=1'-0" A-102000 S.F. HAE31 TABLE SFAGE; O S.F. OROSS AREA SCALE: 1/4 = 1'-0" DATE: 12/19/22 6 OF 16 037 OF f4�'� ��t •I,���� ��` ,��� ��� . ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE '5-003" FOR NAILING 8 STRAPPING DETAILS. I� M - _ **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER"* (SEE HOPPER LOCATIONS ® BASEMENT PLAN) DOOR SCHEDULE ------ -- --- - __ _ A EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WINDOW CHART WOOD FRAME (L.G. STL. - - - - --- - - ----- -- - DOOR MATERIAL d WHEN APPLICABLE) EGRESS - - -- _ _ EXISTING TO REMAIN ROUGH OPENING WINDOW DIMENSION CLEAR TAG DESCRIPTION MANUFACTURER p Ul FIRE NOTES O TAG TYPE MODEL # OPENING TEMPERED O Q RATING Lu NEW FOUNDATION WALL _ WIDTH REQ'D: 20" WIDTH HEIGHT H d NEN STL. WOODA PLIGABLE) N. RATED Lu WIDTH HEIGHT WIDTH HEIGHT HEIGHT REQ'D:24" O SE F45 I GL05 NG J co OPEN REQ'D: 5.1 S.F. _-- C7 -- Q 4-1 (V NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL A (2) DOUBLE HUNG TW30410 3'-2 �" 5'-O �" 51-191, 5'-O �" FIRST FLOOR WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS --- --- -- WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL B (5) RELOCATED 2'-8" 4'-1" 101 • • KITCHEN ENTRY DOUBLE HUNG SINS DELIGOLE IHT NO 1^v FANDERSENR -- - - - - POST FOR b WALLS), U.O.N. --- ----- - -_--- - `p O NEW 2-HR FIRE RATED RELOCATED „ G (I) 102 SLIDER 8'-O" b'-8" • • REAR DECK N O DOUBLE HUNG 0 WOOD FRAME (L.G. STL. � z WHEN APPLICABLE) GI (1) DOUBLE HUNG TW26210 2'-E) �" 3'-0 �" 2'-1 3'-0 �" '- Ln 103 SINGLE SWING I'-b" b'-8" • - LAUNDRY ROOM U -- ���III - - - -_ - - - D (U DOUBLE HUNG TW24210 2 6 �„ 3' O �" 2'-5 " 3'-O �„ - - - -- I - X N J 104 SINGLE SWING 2'-O" b'-8" • BATHROOM 0 O 0 4- MASTER c\j FLOOR PLAN NOTES E (2) DOUBLE HUNG TW20410 ( - -2�-2 --- -5,_0 „� 2'-1 „ --IIL --- l- - O Z�, 105 SINGLE SWING �L 2'-b" 6'-8" � I I BEDROOM c O d � DOOR NOTE: PROVIDE NEW GAS FIREPLACE UNIT. HOMEOWNER TO F (1) DOUBLE HUNG TW210410 3'-0 �" 5'-O �" 2'-I I 5'-O �" 5.8 S.F. - -- - ---- -- " LII _ - Q 0 p Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O SELECT. CONNECT AS PER MANUFACTURER SPECS; 106 BARN DOOR 2'-4" b'-8" • MASTER PLANS BY 'JELD-WEN' (OR EQUAL). PROVIDE ALL NECESSARY VENTING THROUGH WALLS EXTENDED _ MASTER 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON TO EXTERIOR. G RAISED CUSTOM b'-O" 1'-6.1 I� PLANS BY 'THERMATRU' (OR EQUAL). EYEBROW 101 BARN DOOR 2'-O° b'-8° • �I I WALK IN CLOSET 3.DOOR TYPE TO SELECT NEW LAUNDRY ROOM: 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS "1 -g - 181 - -- - -- l'-- -- __ I. NEW WASH /DRY HOOK UP H (I) AWNING A51 5-O 2'-O 4-I I 2-O 108 SINGLE SWING 2-6 b'-8 •- o BASEMENT STAIR' IL S. INSTALL AS PER MANU SPEC.'s 2.COORDINATE LAUND. ROOM 8 DOOR DIM.'s -_ VIDE OF P. �. SEE PAGE 2G-003 FOR .AL�OTHER FRAMING 3.wPROSIZE DE HOOK UPS AS REQ'S PER MANU. I (2) TRANSOM �F CUSTOM 5'-O" 2'-O" IOq SINGLE SWIN� 3'-O" b'-8" ' • �1 • 1 FRONT ENTRY ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. --------- _ JJ A[ OSTAIR 8 RAILING NOTE_ I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" Ri DRYER EXHAUST NOTE: 4 MIN. 10" Tr - RISERS SHALL BE CLOSED I. DUCT SHALL TERMINATE TO EXTERIOR / 1 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY v • NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; OPENINGS 36" HIGH HANDRAIL d SPINDLE 5PAGIN6 NOT 3.DUCT SIZE AS PER MANU. TO ALLOW PASSAGE OF A 4" 0 SPHERE 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER m 3. GRIPPABLE RAIL AS PER CODE 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN W 4. RAILING TO BE WOOD CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO OSMOKE DETECTOR / GO DETECTOR NOTES: EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT IN ACCORDANCE WITH UL 2158A. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID r , HARD WIRED TO EACH OTHER w/BATTERY BACKUP. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS v 2.INSTALL ALL AS PER MANU. SPEC.'S RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL IN COMPLIANCE WITH LOCAL CODE SCREWS /r 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER < �' ^ LOCATION TO THE WALL OR ROOF TERMINATION. THE �/ J OWINDOW NOTE: MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 n, `E I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° D (D CASEMENT, DOUBLEHUNC,OR GLIDING (AS NOTED); BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES N EXISTING DECK INSTALL AS PER MANU. SPEC.'S. FOR NOT INCLUDE THE TRANSITION DUCT. Q 5UBSTITUTION5,5EE NOTE " IN "GLASS WINDOWS AND DOORS" ON PACE 6-002 IF CASEMENT 1.y EXHAUST FAN SHALL BE INSTALLED WHERE 24'-O° WINDOWS - ALL GSMNT WNDWS SHALL HAVE O8 VENTILATION 15 NOT MET BY MEANS OF NATURAL 231-0" 22'-1' STRAIGHT ARM HINGE I^IHEN CIRCULATION THROUGH WINDOWS OR DOORS TO 12' 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION 6'-3" TILT WASH 403.3.2.3; INSTALL AS PER MANU. SPECS 3.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. GL. ABOVE2'-3" 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND GI 4 G GI 4 I I 102 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE ATA ONEW ATTIC ACCESS - HATCH: - MINIMUM (2) 2"XS" HEADER U.O.N. I. OPENING (MIN. 30"x30") Ilk EGRESS NOTE: 2.DBL. FRAMING WHEN NEW OPENING IN COMPLIANCE WITH NEW YORK STATE BUILDING 3.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS ® I WALL-MOUNTED - B CODE,SECTION 8310.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: NDENSC aMITSUBISHI m HEE pw 10 NET CLEAR OPENINO........... 5.7 S.F. 1O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 I -T_ PROPOSED 4 NET CLEAR HEIGHT............... 24" MINIMUM 12 �p = O NET CLEAR WIDTH................. 20" MINIMUM T KITCHEN i ONTDN m -CATHEDRAL CEILING^- ') TYPICAL BATHROOM NOTE- NEW FLOOR: 6"I. WALL BOARD I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); 6'-O" 5'-0" q'-5U I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN SCREW PERIMETER OF SHEATHING 4" O.G. 8 12" O.G. 0 z PROVIDE SUPPLY ALL BATHROOMS INTERIOR. ' I'-10" VENTS FROM ABOVE _ F 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 2.NEW FLOOR FINISH PER H.O. SELECTION LINE OF GEILINIG- 4 B EXIST. EXIST. TUB SURROUNDS _ _ _ I- _ _ _ _ _ _ _ 2'O"WX3_'I"HD. 2'8"WX4'I'H D.H 2. SHOWER FLOORS A/C NOTE: 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 12 I. NEW WALL HUNG UNITS ® FIRST FLOOR FOR COOLING Q 13 ® ® _ 2.NEW AIR HANDLER IN ATTIC FOR SECOND FLOOR(HOT 2.2. CONCRETE MUD-SET(SLOPE 1/8" PER FOOT u N 4 - - TOWARDS DRAIN) UPON WATER COIL) (HEATING t COOLING) �51 2.3. WATER PROOF MEMBRANE TO COVER SHOWER3.HEATING AT FIRST TO REMAIN4.ROUTE COOLANT LINE AS REQ'D FROM A/C GOND. O B x x FLOOR, WRAP DRAIN I ATLEAST IS" UP WALLS LAUNDRY A/C CONDENSER: iv vI. NEW A/C CONDENSER LOCATION Q� 6 J N MODIFIED36" V. 2. SIZE CONDENSER BASED ON NYS MECH. CODE. PROPOSED 0- _ ROOM i BATHROOM PROP. MASTER 3. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING 0 7� PANTR GREAT ROOM m -TILE- '� -TILE- 3. O . BATHROOM 3' x 5' O dJ 11 10^TILE^ SHOWER OF ENTIRE CU. FT. j 10 4. INSTALL CONDENSER ON GONG. PAD 2'-O" Q 24 A-301 LIN. O A-301 N D Q 104 5'_I" 4'-4� w 4 I - PROP. v I O lob WALK-IN 0 m THERMOSTAT ALIGN p I CL. �p ZONE I T 3 PROP. Io5 3 I r m 10l ALIGN m HALLWAY O IIx SM/CO M/G I - 107 LU NEW (1 ) i ® ?.5' - p 108 �p N ri X I DN LJ (110) r 10 J ;t 3' 6" MODIFIED 12 WALL-MOUNTED PROJECT: B t-: MASTER MITSUBISHI X BEDROOM PROPOSED F] ,] ,,, 13.3„ BUILT-IN _ I„ S.F. CUNNINGHAMCOVERED �0 p PORCH p x ^-TIMBERTECH DEGKINO^ < Z ADDITION o NEW DN EXIST. LIVING I z ® ® NATURAL LIGHT 4 VENTILATION (1) Ri ® ROOM z 2 F (HABITABLE SPACE) p ❑ ❑CENTER STEPS ON WINDOWS w m I U Li FLOOR AREA ITT S.F. MODIFIED 31300 INDIAN NECK LANE x f EL REQ. S.F. P80V. PECONIC NY 11958 (� I p ENTRY z %?_ z -OPEN ABOVE- > _ LIGHTING;MIN. B?% `t 2 OF FLOOR AREA 14.2 S.F. 5115 S.F. VENTILATION.MIN. ,I S.F. 12.4 S.F. DRAWING TITLE: wry WALL-MOUNTED 109 4% OF FLOOR AREA MITSUBISHI PROPOSED FIRST FLOOR PLAN ❑� I 12 (2)EXIST. A 4 A 4 3'O"WX4T'H D.H PROPOSED COVERED PORCH O NEW UP -TIMBERTECH DECKING- Q (3) RI ® t l.5" PAGE: I2'-3y2" A-J-03m TIMBERTEGH RAILING00 13 - D PERMAGAST 'CRAFTSMAN' COLUMN (u _ p m m r DATE: 12/19/22 7 OF 16 1011 n'-I° I r-r' n'-1° ° n'-r' 10" CENTER STEPS ON ENTRY DOOR ARC 0 5 10 20 �� �.I C �` GRAPHIC SCALE PROPOSED FIRST FLOOR PLAN 1 4 1-0 � „_ , „ � o a � SCALE: 1/4" = 1'-O" 1,2C 8.6 S.E. HAB I TABLE SAGE; 1,268.& S.E. GROSS AREA 03?A�j O F J'A1 'r.j. ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "6-003" FOR NAILING 8 5TRA�PING DETAILS. OE I E RA L 5),* 50 L <E*� : **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" (SEE HOPPER LOCATIONS 0 BASEMENT PLAN) DOOR SCHEDULE -, EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WINDOW CHART DOOR =MATERIAL � -_------- --- --- EGRESS -- Q WOOD FRAME L.G. 5T ------_- -- WHEN APPLICABLE) EXISTING TO REMAIN ROUGH OPENING WINDOW DIMENSION CLEAR TAG DESCRIPTION MANUFACTURER p N FIRE NOTES OPENINONEW WOOD FRAME (LCi. NEW FOUNDATION WALL TAG TYPE MODEL # WIDTH REQ'D: 20" Q < RATING FF------11 TEMPERED WIDTH HEIGHT 0 F Q W HEIGHT REQ'D:24" 13 t tu 45 MIN. RATED Lu CQ STL. WHEN APPLICABLE) WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5."1 S.F. SELF-CLOSING NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL \1 A (2) �OUBLE HUNG TW30410 �3 2 �" l 5'-O 3'-I 5'-O �6.2 S.F. SECOND FLOOR a : ' N WOOD FRAME (L.G. 5Tl_. ® POST FOR 4" WALLS V --- -- J� �; - ` -- -- -- - I- =- - --- -- - -- -- O 0") WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL B (5) DOUB RELOCAH NG - - _--] - - -- 2'-8" 4'-I" 201 I DOUBLE SWING - (2)2'-O" bl_V. LAE � BEDROOM GL _O ? = O POST FOR 6 WALLS), U.O.N. RELOCATED -J L - NEW 2-HR FIRE RATED' C (I) DOUBLE HUNG IL 202 SINGLE SWING 2-b' b'-v • BATHROOM i WOOD FRAME (L.G. ST_ - - z �, C9 WHEN APPLICABLE) GI O) DOUBLE HUNG TW262I0 2'-8 �" 3'-O l" 2'-7 J" 3'-O J" 203 SINGLE SWING 2'-b" b'-8" • BATHROOM a (13 d' - ----- - D (I) DOUBLE HUNG TW242I0 2'-6 3-O �" 2-5 3-O �" -I - - C x N ' 204 SINGLE SWING 2'-O" �- FAMILY RM GL 00 m 4-J - - FLOOR PLAN NOTES E (2) DOUBLE HUNG TW20410 2'-2 - - -5'-O 2-I 5 O I - - 4-J 4-J In __j205 SINGLE SWING 2'-b' b'-8" BEDROOM Ocm f>3 DOOR NOTE: PROVIDE NEW GAS FIREPLACE UNIT. HOMEOWNER TO F (1) DOUBLE HUNG TW210410 3'-O �" 5'-O 2'-I I 5'-O �" 5.8 S.F. - ---- - -- - - Q a O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O SELECT. CONNECT AS PER MANUFACTURER SPECS; PLANS BY 'JELD-WEN' (OR EQUAL). PROVIDE ALL NECESSARY VENTING THROUGH WALLS EXTENDED 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON TO EXTERIOR. G RAISED CUSTOM b'-O" I'-6" PLANS BY 'THER.MATRU' (OR EQUAL). EYEBROW 5.DOOR TYPE TO SELECT NEW LAUNDRY ROOM: A51 2'-O 4'-II e" 2'-O 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 7 I. NEW WASH/DRY HOOK UP H (1) AWNING 5'-O e" 5.INSTALL AS PER: MANU SPEG.'s O 2.COORDINATE LAUND. ROOM S DOOR DIM.'s ___.__- ---- 6.PROVIDE (2) 2"x8" HDR.,U.O.N. w/SIZE OF EQUIP. �. SEE PACE 6-003 FOR ALL OTHER FRAMING 5.PROVIDE HOOK UPS AS R.EQ'S PER MANU. I (2) TRANSOM CUSTOM 5-O' 2'-O ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. STAIR 4 RAILING NOTE: O I. ALL NEW 5TAIR5 SHALL HAVE MAX.b-1/4" RI DRYER EXHAUST NOTE: d MIN. 10" Tr - RISERS SHALL BE CLOSED I. DUCT SHALL TERMINATE TO EXTERIOR 2. 42" HIGH CUAR.DR.AIL d SPINDLE 5FAGIN6 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY • NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; OPENINGS n1 56" HIGH HANDRAIL t SPINDLE SPACING W NOT 3.DUCT SIZE AS PER MANU. TO ALLOW PA5SA6E OF A 4" 0 SPHERE 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER m 5. GRIPPABLE RAIL AS PER CODE 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 4--J W 4. RAILING TO BE' WOOD CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO OSMOKE DETECTOR / CO DETECTOR NOTES: EXCEED & FEET AND SHALL BE LISTED AND LABELED 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT IN ACCORDANCE WITH UL 2158A. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID r HARD WIRED TO EACH OTHER w/BATTERY BACKUP. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS v 2.INSTALL ALL AS PER MANU. SPEG.'s RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 5.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL IN COMPLIANCE WITH LOCAL CODE SCREWS 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE I I V J WINDOW NOTE: MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 y n 1 O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN FEET FOR EACH 45" BEND AND 5 FEET FOR EACH 90' CASEMENT,DOU!BLEHUNG,OR CLIDIN6 (AS NOTED); BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES )>I ( O ( I Q INSTALL AS PER. MANU. SPEC.'S. FOR NOT INCLUDE THE TRANSITION DUCT. SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS AND DOORS" ON PAGE 0-002 IF CASEMENT NEN EXHAUST FAN I I 25'-4y2" WINDOWS - ALL 05MNT WNDW5 SHALL HAVE O VENTILATION IS NOTHMMET BY MEANS OF ALL BE NATURAL I I INHERE 10'-2" STRAIGHT ARM HINGE WHEN 2.IF DOUBLE HUNS, - ALL DBL. HUNG KNOWS TO BE CIRCULATION THROUGH WINDOWS OR DOORS TO TILT WASH OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION 5.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. 405.5.2.5; INSTALL AS PER MANU. SPE05 1 < kt g 4 B 4 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND _ WINDOWS (TYP. IFOR ALL) U.O.N.;PROVIDE AT A NEW ATTIC ACCESS - HATCH: - MINIMUM (2) 2"X3" HEADER U.O.N. O 426I. OPENING (MIN. 30"x30")EGRESS NOTE: 2.DBL. FRAMING WHEN NEW OPENING J " V. Oi IN COMPLIANCE WITH NEW YORK STATE BUILDING 5.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS w p X1. 10 CODE,SECTION R510.2.1;THE FOLLOWING MEANS OF Lu t-Q - g EOR.E55 SHALL BE`. FOLLOWED: 2 Q NET CLEAR OPENINO........... 5.7 S.F. R m PROPOSED 5 IOALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 QBATHROOM NET CLEAR HEIGHT............... 24" MINIMUM 4NET CLEAR WIDTH................. 20" MINIMUM NEW FLOOR: 202FAMILY ROOMHTYPICAL BATHROOM NOTE: III'15 S.F. �1_1 O 1. WALL BOARD 11 I. NEW J" PLYWOOD SUBFLOOR BENEATH(CLUE d SCREW); A-301 CATHEDRAL CEILING- I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN SCREW PERIMETER OF SHEATHING 4" O.G. $ 12" O.G. ® ALL BATHROOMS INTERIOR. 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 2.NEW FLOOR FINISH PER H.O. SELECTION PROPOSED ATTIC � N TUB SURROUNDS ATTIC Fr HATCH II v 2. SHOWER FLOORS A/C NOTE: + 0 I PROP. 1 c u l 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 12 I. NEW WALL HUNG UNITS ® FIRST FLOOR FOR COOLING ii PROP. \ 201 GL Q 2.NEW AIR HANDLER IN ATTIC FOR SECOND FLOOR(HOT in Q GL. �( Q 2.2. CONCRETIE MUD-5ET(SLOPE I/8" PER FOOT a TOWARDS DRAIN) UPON WATER COIL) (HEATING d COOLING) L - _ J 204 MODIFIED 3.HEATING AT FIRST TO REMAIN I 2 2.5. WATER PROOF MEMBRANE TO COVER SHOWER SM/GO ATTIC � FLOOR,WRAP DRAIN d ATLEAST IS" UP WALLS 4.ROUTE COOLANT LINE AS REQ'D FROM A/G GOND. - 3'-6" - _ - p A/C CONDENSER: ML I. NEW A/G CONDENSER LOCATION 2. SIZE CONDENSER BASED ON NYS ME-H. GORE. =N 3 I = 5. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING I m ALIGN t w z OF ENTIRE GU. FT. I ' D ID J X O 4. INSTALL CONDENSER ON GONG. PAD SM/GO 11 205 to U Lu cV PROPOSED n Z BEDROOM THER Lu ZONE 2 O Lu IS I S.F. SLOPED -CATHEDRAL GEILINC- CEILING \<z _ V T NATURAL LIGHT $ VENTILATION m (HABITABLE SPACE) ~ m t v � FLOOR AREA 187 S.F. -OPEN BELOW_ Li.l % REQ. S.F. PROV. \ Q LIGHTING;MIN. &% OF FLOOR AREA 15.0 S.F. 36.6 S.F. SLOPED PROJECT: VENTILATION;MIN. CEILINO 4% OF FLOOR AREA ?•5 S.F. 13.8 S.F. CUNNINGHAM E 4 F 4 E ADDITION ABOVE i oN I 1300 INDIAN NECK LANE D I PECONIC, NY 11958 "' - - - - - - - - - - - - - - - - - - - - - - - - - - - DRAWING TITLE: PROPOSED SECOND FLOOR PLAN 0 5 10 20 PAGE: PROPOSED SECOND FLOOR FLAN GRAPHIC SCALE 535 S.F. HABITAE3LE SPACE; 555 S.F. GROSS AREA 50ALE: 1/4" = 1'-0" A-104m00 DATE: 12/19/22 8 OF 16 D ARS 7" r-1 ��� ELEVATION NOTES a OI HATCHED AREAS INDICATE NEW WORK (TYP) Q OTYPICAL ROOFING: W I. SEE NOTE AT BUILDING SECTION FOR MINIMUM J CONSTRUCTION STANDARDS C6 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION BEFORE INSTALLATIONQ t N .O U) ® GRAY ARCHITECTURAL ROOF SHINGLES PROPOSED RIDGE HEIGHT -------_-------------------------_ — ELEV. +28.4' O 76 � O Zo OPROVIDE CONGEALED FLASHING AT ALL ROOF / i 3 z INTERFACES. r \ O (V O co Lr) Y TYPICAL SIDING: / >1X N `{ I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 12 % O 0 O +-J ' (9 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION 2 -c O m BEFORE INSTALLATION12 _ - — CV Q Lr) ---- - - - Q a: 2 O 4� WHITE CEDAR GEMENT SIDING SHINGLES -- ----- ----- ODRAINAGE NOTE: O I. CONTRACTOR SHALL EXTEND EXISTING DRAINAGE LEADERS TO GRADE (OR TO PIPING LEADING TO W DRYWELLS, WHEN APPLICABLE) 2. EXISTING LEADER LOCATIONS SHALL REMAIN. I Liu 3. PROVIDE STANDARD SPLASH BLOCK ® GRADE AT ALL DOWNSPOUTS 4. EXIST. GUTTERS SHALL REMAIN — —� - --- --------- ------- _ U O REMOVE 8 RESET EXIST. ELEGIRIG METER I 0 O O O 3 SII O -- - _--__—-=_ / 4i_ D OREMOVE $ RESET EXIST. ELEG. MAST AS PER -ry -- - - ELECTRICAL CODE b UTILITY CODE STANDARDS - -- - —-------- -- -- - -- -- - II I I I I 1 11 1111 11 11 11 117 11 Ii - - ---- \_- -- —- -_ -- -- ---- 7 REMOVE 4 RESET EXIST. GAS METER PROPOSED SECOND FLOOR -- ---- -- ----------- -------- 77 _ ----- ---- --- -- -- ----_- _ ELEV. +II.O' —— —_=_-- ---- 5 ----- -— -- - -—- - - --— —_- _=- -_ — METER NOTE: ----------- -----=_-------- -- - --ALL MISC. UTILITY METERS TO COMPLY WITH APPENDIX 6, THE REQUIREMENTS OF THE UTILITY COMPANY HAVING jilill - - - --- -_ JURISDICTION, AND SHALL BE PROVIDED WITH ACCESS 4 4 FOR METER READING AS PER THE UTILITY COMPANY REQUIREMENTS. - - - ILL-- OO NEN HORIZONTAL SLAT BOARD II I I I I ( O O L= EXISTING FIRST FLOORUUILI ® NEW ACCESS PANEL ELEV. +2.0' Lj LiZE EXISTING GRADE - ELEV. +O.O' ROUNDED STONE ROUNDED STONE EAST ELEVATION (FRONT) SCALE: 1/4" = 1'-0" z w O V F- Q - - 2 PROJECT: CUNNINGHAM ADDITION - - - - 1300 INDIAN NECK LANE i �- - ------ =--= PECONIC, NY 11958 JL �_ ---- DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS 12 - ' � 5 41LLA H Ll — u �u PAGE: LUULil H Li j Ij I a v B - A-201m00 Li -UJ-IL �u EiLu U Ll LLILU- I EXISTINGDATE: 12 19 22 u u LJ L TO REMAIN MAIN / / 9 OF 16 ROUNDED STONE-/ NORTH ELEVATION (RIOHT SIDE) 11 A SCALE: 1/4" = I'-O" j/4U``� � .J ,I. y 7M1 k2 Ft - + YS ' ��f� ELEVATION NOTES OI HATCHED AREAS INDICATE NEPq WORK (TYP.) Q 0 OTYPICAL ROOFING: Lu I. SEE NOTE AT BUILDING SECTION FOR MINIMUM J CONSTRUCTION STANDARDS C6 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION Cy) BEFORE INSTALLATION Q :L- LN ® GRAY ARCHITECTURAL ROOF 5HINOLE5 C �--� >: CD O PROVIDE CONGEALED FLASHING AT ALL ROOF r 3 z INTERFACES. O N 0 CL 'C6 Lo ,[ TYPICAL SIDING: U O 1. SEE NOTE AT BUILDINO NDARDS ION FOR MINIMUM r 00 m � CONSTRUCTION 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION 2 .I-+ 4-J BEFORE INSTALLATION CV 0 .. -- Q 4A WHITE CEDAR GEMENT SIDING SHINGLE5 12 ODRAINAGE NOTE: ---- -- - - --- - `� 12 I. CONTRACTOR SHALL EXTEND EXISTINO DRAINAGE 5 n 1 LEADERS TO GRADE (OR TO PIPING LEADING TO r" \ W DRYWELLS, WHEN APPLICABLE) IL 2. EXISTING LEADER LOCATIONS 514ALL REMAIN. ( I I 3 3. PROVIDE STANDARD SPLASH BLOCK ® ORADE AT ALL LJ DOWNSPOUTS 4. EXIST. CUTTERS SHALL REMAIN ---- -------- --- ---------- --------------- r: b O REMOVE d RESET EXIST. ELECTRIC METER ------ - ----- -- O O O U ® REMOVE 8 RESET EXIST. ELEC. MAST A5 PER – -- I G ('� ELECTRICAL CODE 8 UTILITY CODE STANDARDS — �� W t REMOVE 8 RESET EXIST. GAS METER O �O \ • OA METER NOTE: -- - - ---- - / - \ ALL MISC. UTILITY METERS TO COMPLY WITH APPENDIX G, THE REQUIREMENTS OF THE UTILITY COMPANY HAVING JURISDICTION, AND SHALL BE PROVIDED WITH ACCESS 44 _ FOR METER READING AS PER THE UTILITY COMPANY REQUIREMENTS. - I NEW SCREENING IUlu GI O CI OO I"x4" HORIZONTAL SLAT BOARD - -- O LULL U-allQ ® NEW ACCESS PANEL 16 2` J J ; NEST ELEVATION (REAR) SCALE: 1/4" = P-O" w I - g U 2 - ----- ------- - ---- - - - LLI ------ ---- - - - CUNNINGHAM - ==--- -------- --_ -_--- _ --- ADDITION __-- -__--- --- 1300 INDIAN NECK LANE - - -- -- PECONIC, NY 11958 - - - - - - DRAWING TITLE: - - - - - - - -- PROPOSED EXTERIOR ELEVATIONS Lj Lm J I PAGE. o EXISTING DECK � � � TO REMAIN f -202mOO F.F. � �(� DATE: 12/19/22 10 OF 16 I � '7 ,A a 5 ROUNDED STONE WINDOW WELL W/ I I EGRESS WINDOW PER PLAN w SOUTH ELEVATION (LEFT Vn-��������f SCALE: 1/4" = 1'-0" �. 0 BUILDINO SECTION MOTES ONEW ROOFIN6 NOTE (TYP.): I I. INSTALL NEW ASPHALT ROOFING SHINGLES 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO Q 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER CONNECTION 'A' AS 3.INSTALL 15 # BUILDING FELT(U.O.N) OVER PER PAGE 6-003 LLJ PRO_POSE_D_RIDGE HEIGHT __ 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) _—_—_— __—_—_—_—_—_—_—_—_—_—_—_— __ NEW RIDGE J C6 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REO'D) ELEV. +28.4' Cy) 6.PROVIDE RIDGE VENT(AS REG'G) 1. FLASH ALL VALLEYS - Lr) B.INSTALL DRIP EDGE AS REO'D 2 q. INSTALL ALL AS PER MANU. SPEC:.'s O = .- O TYPICAL ROOF $ CEILING CONSTRUCTION: -+ 2 • NEW ROOFING AS NOTED O (u z O 0 • I/2" GDX PLYWD SHEATHING BLOGKIN6 ® ALL 12 / ,N � i Lo X U CV PLYWD SEAMS) / J \ a •� Y �_ • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS 12 � r - � OVER 8' INSTALL "X" BRIDGING i® CENTER OF ATTIC 1 SRIDGE PER PLAN 5 O O :3 SPAN,U.O.N.) / -UNHEATED- � 00 m Z (9 —UNFINISHED— C O � • MIN. OF R-21 SPRAY FOAM INSULATION;R-28 N a--+ Lr)BATT INSULATION cc PROVIDE HDR ABOVE Q G O TYPICAL EXTERIOR WALL CON15TRUCTION (TYP.): - p p ALL WINDOWS b O UPON "TYVEK" HC�JSE WRAP (OR EQUAL) Q P� G.J. PER PLAN ll _�— A DOORS AS PER Q STRUCTURAL PLANS • UPON I/2" GDX PLYWD. SHEATHINS (BLOCKING ® ALL un v PLYWD 5EAM5) - In • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE =ry r-- ( �� 2"xb" SILL PLATE 5 N I_- -- =i, • / FOAM INSULATION R-13 BATT INSULATION (R-2-7) l9= O - I ® WINDOWS NEW STUD TO T � • 5/8" GYPSUM BD. WALLL FINISH _ FLOOR ASSEMBLY t� NEW SIDING NOTE (TYP.): Q X ' a CONNECTION 'GI' A5 4 EGOND FLOOR � l PER PAGE 6-003 I. INSTALL NEW CEDAR SHAKE SIDING d 5TORAGE �I VERTICAL BOARD d BATTEN SIDING CONNECTION TW AS -UNHEATED- PROPOSED _ J 2.15# BUILDING FELT PAPER(OR E6WAL) PER PAGE 6-003 -UNFINISHED- BATHROOM 3.INSTALL ALL AS PER MANU. SPEO.'s NEW R.R. TO G.J. PROPOSED U • 4.PROVIDE ALL NECESSARY AZEK TRIM FOR W PROPER INSTALLATION FAMILY ROOM 5. SIDING SHALL EXTEND TO TOP OF PROPOSED SECOND FLOOR -------- - - -- - _� FOUNDATION WALL ELEV. +II.O' ------ )F.J. PER PLAN S�S - - - -- - ;, :; ,, 3 T m W ONEW 4" THK. P. CONG. SLAB REINFORCED PER PLAN NOTES PROVIDE HDR ABOVE TYPICAL FLOOR GONSTRUGTIOPy_ ALL WINDOWS DOORS AS PER U c O • NEW FLOOR JOIST AS NOTED ON PLAN • ALL PLDYWD SEAMS) T40 SHEATHING (BLOCKING ® STRUCTURAL PLANS J Imo— i O —.----II- - _ _ - it • • F.J. AS NOTED ON PLANS (® SPANS OVER INSTALL "X" BRIDGING ® CENTER, OF SPAN, 2"x(b" SILL 1 w FIRST FLOOR U.O.N.) PLATE Q PROPOSED n, - - VJ • PROVIDE R-30 BATT INSULATION WHERE EXISTING FIRST FLOOR _ ® WINDOWS. PROPOSED PROP. MODIFIED ELEV. +2.0' --- 4 T KITCHEN OREAiT ROOM LAUNDRY BATHROOM PROF.BAT ROOM MASTER BASEMENT WALLS NOT INSULATED;FOAM MIN. -- J ROOM 3' AT RIM JOIST cl TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: EXISTING GRADE 3 - • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD ELEV. +0.0' S MNSF.J. PER PLANSS . <XX3 Wj ' '6& &V) UCXS' ,<XX rW <. W d SILL SEAL % CXX� Cx x- C XX CX�U UCX� • ANCHOR BOLTS AS PER PACE 6•-003 6 • P. GONG. FOUND. WALL AS PER DETAIL UPON • P. GONG. FOOTING AS PER DETAIL NEW STUD TO • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR FLOOR ASSEMBLY • B.O. FOOTING 3'-0" BELOW GRADE MIN. ' AS • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WCONNECTION 'DIHEN PER PAGE (9-005 IA5 BASEMENT APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) EXIS_TING_BASEMENT___ • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET ELEV. -5.7' 5 FOR HEIGHT OF WALL 3 SLAB MHEN APPLICABLE) .\ Ej SECTION I -I/A-5O 1 SCALE: 1/4" = 1'-0" I 2 RIDGE PER PLAN Z W 0 U ATTIC -UNHEATED- r -UNFINISHED- Q PROJECT: G.J. PER PLAN CUNNINGHAM 0 0 3 ADDITION as 4 EGOND FLOOR PROPOSEeJ BATHROO PROPOSED 1300 INDIAN NECK LANE PECONIC, NY 11958 12 - - A 4 DRAWING TITLE: BUILDING SECTIONS PROVIDE HDR ABOVE --- FIRST FLOOR ALL WINDOWS d PROPOSED DOORS AS PER F GREATROOM STRUCTURAL PLANS I 6"xb" POST I _ w IY i7u�l[__JGi "r COVERED 2"xb" SILL 'p w __------ ° PORCH PAGE: PLATE Q l ® WINDOWS. w I A-301m00EX►STIN�C DECK - -- i! F.J. PER PLANE S XXXXYJUUUCXXXXX�U S 5 P.T. DECK JOISTS P.T. RIM JOIST PITCH __ DATE: 12/19/22 6 GRADE 11 OF 16 DSL. GIRDER AS PER PLAN BASEMENT Q in ;` ' '' < �► , SECTION 2-2/A-50I SCALE: 1/4" = 1'-0" EXTERIOR SHEATHING AS PER SECTION NOTES 5IDIN& MATERIAL AS Q PER SECTION NOTES I � BUILDING PAPER S HOUSE WRAP LJJ TO FULLY OVERLAP FLASHING LLI EXIST. STUD WALL J cu HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE "Z" FLASHINGQ L- N SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.'S; 5/4"xb" P.T. DECKING ci 'c LO PLANS AND NOT PROJECTING MORE THAN 4V:2" INTO N.O.N. ON PLAN/ O7 5TAIRWAY;SEE HANDRAIL &RIP SIZES ADJACENT SAP FOR SECTION/DETAILS) Q PITCHED METAL DRAINAGE JOIST HANGER BY -- ____ a--� >: (0 'SIMPSON' OR EQUAL i \ FIRST FINISHED FLOOR `__ ao N z o -- - - - - — - - - — — Com = -- 'cow -"e N o 0 0 METAL DTT DECK TENSION m , JOISTS AS PER PLAN FASTENED w/(2) A- (Y2° MIN. Z TIE BY 'SIMPSON' (OR .4 i 4-J----- SPACE BETWEEN \ 5/5" 4) x 5" LONE HEAVY DUTY GAL. FLASHING EQUAL) c N o (c WALL AND HANDRAIL \ LAG BOLTS ® 16" O.G. INTO MUD SILL ECOUNTER Q 0 d. O RIM BD.;WHEN ® FOUND. WALL FASTEN 5/141, FINE RISER \ w/(2) 5/8"(P x 5" LONG APPROVED FLASHING P.T. DECK JOIST MASONRY ANCHORS ® I6" O.G. AS PER PLAN N 5/4" PINE TREAD n STANDARDS FOR ORIPPABLE HAND RAIL EXIST. FOUNDATION WALL , SCALE: NT5 W I L� - o GROSS SECTION A r2LEDO ER GOi NEC- T 101 DETAIL 1 MIN. Q z HANDRAIL I ROUNDED NOSING Q CLEARANCE CIRCULAR NON-CIRCULAR401.001SCALE: I" = I'-O" _� w/Y4' RADIUS (NOT INCLUDED IN i / . TREAD DIMENSION) 4"-6Y4" \ 2Y4" \ MIN. \ \ METER MAX. \ J LtJ M _RIOR O / / PER SECTIONENOTTES AS T (SEE ■ I N \ \ 51DINO MATERIAL AS TYP. ROOF CONSTRUCTION PER SECTION NOTES V w \ \ \ (SEE SECTION NOTES) N r , BUILDING PAPER +E HOUSE WRAP LP V \ \ TO FULLY OVERLAP FLA5HIN0 'SIMP50N' H2.5A p5 ¢P RAFTER TIE RR' (5) 2"x12" STRINGERS ® w/ R-21 INSULATION, IF UNDERSIDE 15 FACING / \ "Z" FLASHING (n 5/4"xb" P.T. DECKING vn,� STORASE/NON-HABITAL SPACE - , m \ \ \ \ 5AP FOR SEGTION/DETAILS) \ ---- -------_---- __-- x DRAINAGE Q - �- STORAi5E UNDER Y2" GYP. BD. - � FA501A BOARD G.J. AS PER PLAN (WHEN Afi'PL I GALBE) I � _ -- BEAM AS PER PLAN 7 METAL DTT DECK TENSION JOISTS AS PER PLAN FASTENED w/(2) "Z TIE BY '51MP5ON' (OR 5/8" 4) x 5" LONG HEAVY DUTY SAL. FLASHING EQUAL) LAO BOLTS 0 16" O.G. INTO MUD SILL d RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER NEW "SIMPSON" LUS26 1 w/(2) 5/W0 x 5" LON& APPROVED FLASHING P.T. DECK JOIST GALVANIZED J015T TREATED 2"xi2" SILL FOR CONTACT _ MASONRY ANCHORS ® 16" O.G. AS PER PLAN HANGER N/GONG. (IF APPLICABLE) FOUNDATION WALL-t::D\,,- BASEMENT PERMAGAST (WRAP) COLUMNS AS LEDOER GONNEC T10N DETAIL PER PLAN w/ " P064 (FOR 3 PLY BM) OR "SIMPSOSIMPSON" BG52-2/4 (FOR 2 PLY BM) P05T GAPS A-401.00 SCALE: 1" = 1'-0" INTERIOR HOOD STAIR DETAIL A-401.00 SCALE: 3/4" = 1'-0" GO�IERED FORGH DETAIL PROVIDE 5" (MIND GONG. COVER OF ALL REBAR WITHIN P. GONG. A-401.00 FOUND. WALLS d P. GONG. FT65. PROVIDE STRAPPING 4 NAILING SCALE: 5/4" = 1'-0" A5 PER CONNECTION 'D' IN 5/4"xb" P.T. Z "TYPICAL NAILING/STRAPPING DECK BOARDS P.T. DECK JOISTS AS z PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, NOTED ON PLANS g BETWEEN CAVITIES SHEAR, d LATERAL RESISTANCE" 0 PER ENERGY TABLE ON PAGE 0-003 ® EA. STUD. v (WHEN APPLICABLE) 5/4" x REO'D HEIGHT P.T. RISER ° o 0 50. PERMAGAST WRAP j FLOOR SYSTEM AS NEW(2) 2"xb" P.T. SILL PLATES 5/4"xb" P.T. - - - - - - - - -- - -- -- NOTED ON PLAN UPON SILL SEAL UPON COPPER DECK BOARDS TERMITE SHIELD 2"x BLOCKING ® EA. MIN. 4" BETWEEN EDGES OF I-I/2" BLUESTONE GAP STRINGER TO MATCH SIZE 1-1/2" SQUARE BALUSTER w \ NEW 5/9,"0 HOOKED ANCHOR OF P.T. DECK JOISTS (STYLE PER PLAN) - BOLTS ® 5q" O.G. w/5" 5OUARE WASHER d ENDNUT FASTEN STRINGER TO BLOCKING (MIN. 6 PROJECT: FASTENERS) r ° 3" $LOCKING ypi CUNNINGHAM 1 2"x12" P.T. STRINGERS ® I6" z 11 .a 4" THK. x 8" WIDE x WIDTH O.G. (MIN. 3 STRINGERS " UNDSDURARONE ADDITION 11 - OF STAIR P. GONG. PAD EA. STAIRWAY) - z tK IV ROUND STONE VENEER O1 y y 'ELDORADO' 11. Tx #4 HOOKED VERT. II \• � O REBAR ® 36" O.G. pIl to 1je: 2"xb" P.T. BLOCK IN BETWEEN - . - to II EA. STRINGER. FASTENED TO NOTE` m u 4 SIMP50N H2.5A RAFTER I to Q ALL DECKING SHALL BE FASTENED v` I TIE (OR EQUAL) P. GONG. PAD w/ ICT/64" x w/COATED DECKING SCREWS BY w 1300 INDIAN NECK LANE d II 3-1/2" CONCRETE SCREWS BY Q m e �I e "CALIBURN" (OR EQUAL) - MIN. "DECK MATE" (OR EQUAL) 5/4"xb" P.T. DECK PECONIC NY 11958 1 1I (3) SCREWS PER BLOCK O" MIN. Tx BOARDS ASPHALTIC DAMP II : GRADE PROOFING TO EXTERIOR 11 &RADE GRADE DRAWING TITLE:- , . I (2) 1/2"0 HOT DIPPED &ALV. DESIGN DETAILS BOLTS ® EA. POST w/OVERSIZED WASHERS d END NUT PREBORED =__ _ Z P.T. D.J. AS P. GONG. FOUND. WALL INTO BEAM, POST,DECK TIE d (MIN. 4,000 PSU .. —p EXT R I OR MOOD STS I R DT I L PER PLAN 1 - I 11 RIM 80A BEAM AS NOTED --_ A-4o 1.00 . SCALE: 5/4 I -O II _° SOLID BLOCK ® 12" O.G. - cV IId (1) 1/2"0 H.D. &ALV. THRU #4 HOD. CONT.BOTTOM ® DECK J015T TIE 11. _ 2 SIMP50N DJTI4Z PAGE: TOP, MIDDLE, ff BOTTOM OF I z_ BOLT w/OVERSIZED WASHER WALL (3 TOTAL) jl . —�— d END NUT PREBORED INTO EA. POST ,I _ - POST E DECK JOIST TIE A_ A 00 I I d _ m 1MSE 6 010■ P. GONG. CONT. FTG. Ip ® COLUMN BAb"xb" P.T. P05T tV (MIN. 4,000 PSU (3) #5 HOR. CONT. REBAR j I`° - GRADE 4" P. GONG. SLAB II 12"(P 'SONOTUBE' FILLED I 1" . I r DATE: 12/19/22 12 OF 16 I — SOLID w/P. GONG. 1 F •I 1..• �1,I11I �I. (MIN. 4,000 PSI) A ;pJJ(�q��xcJ a _ .MOISTURE RETARDER (2) #5 BENT REBAR O 4" GRAVEL BASE - I NEW IS"x18"xl2" DEEP � P. CONC. PAD FTG. ;1I�L . •: , . NEW(2) #5 HOR. �'f� � fey I I I ( (MIN. 4,000 PSU PROV. GLEAN GJJ LL REBAR UPON (2) #5 /tiO M /?� COMPACT FILL '' ': '' •: • HOR. REAR (4 TOTAL) ; 7 Ori �iA �. FOUNCDAT I ON WALL DETAIL COVERED FORGH DETAIL , " Qr- N A-401.00 SCALE: 5/4" = 1'-0" A-401.00 SCALE: 3/4" = 1'-0" -� (5ENERAL` ERAL 5"',r�150L E',r _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT„�- f V400D FRAME (L.G. 5TL. Q WHEN APPLICABLE) EXISTING TO REMAIN Q { ---{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J I -`I 5TL. WHEN APPLICABLE) cu NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Q a-' N WOOD FRAME (L.G. 5TL. © POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O = � POST FOR b" WALLS), U.O.N. O NEW 2-HR FIRE RATED >: (fl WOOD FRAME (L.G. 5TL. i zO WHEN APPLICABLE) a .� LN c X :3 N 00 O +-J ' O m 4-Jr- 0 N O cu Q a O W L -�� U •- ^-EXISTING DECK TO REMAIN^- . 2 z (2) 2"x8" DROPPED �N� i a l P.T. HEADER ILtu /� •— No od I I \� F.JEN. ® Ib"10.G. z I ( W tu z z � I Q 2 loo - - - IQ uj (2) 2"x8" DROPPED EXIST. I� NEW BASEMENT P.T. HEADER 2'8"WXI'2"H HOPPER I I N Q 2"13 S.F. N -UNHEATED- -UNFINISHED- Q RELOG. O &AS z SERVICE - IQ DL F: I xo I DI W J) N� IoQ to tLI x 1: NEW 2"x10" O N L — J w X iV Qtu F.J. ® Ib" O.G. Q B WH N ILI aQ fA J EXIST, (3) 2"x8" DROPPED GIRDER •I • • • 9• - >—< (12) �f a .5 I 1 STRUCTURAL SUPPORT I ® EXIST. CHIMNEY (I ) r ®-7O' Q NEW 2"x8„ GONG. BLOCK I BASE TO REMAIN j I O P.T. D.J. 1 -1 Qi _ O.G. I — ? in 0 (2) 1.15"x4.5" LVL 6= FLUSH HDR. j T i w ;nom Q -'o� z I I 1 Q _j EXIST. r-_-� I u?o w tc BASEMENT n 0 w -� 6 x 2 II ��- x= w cv I� O = O v -UNHEATED- V u z U 11 N x UNFINISHED— U 4 — IL oz 1 -I 0 1 to w v�� 9- - tfl-x 3: w Xlw I to I Q L Q n NEW 2"x8" 1 I x j h O Q ®ib"D.J.. I EXIST. WATER PROJECT: z 14, (3) 2"XS" P.T. HDR. - 1 SERVICE W I� - -� - - - - - - - - = - - - - - ---r- T CUNNINGHAM I ADDITION X66I ��p X -�V I � �� I np ryp0 I ® z ® I I :'_ w0. z I I 00 INDIAN NECK 13PECONIC NY 11958NE N DROPPED BM.T— — — — — — — — — � — N DROPPED BM.T — �I - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - --�£�-�- - - - - - - - - � 1 .:: DRAWING TITLE: PROPOSED STRUCTURAL PLAN PROPOSED FOUNDATION STZUGTURAL PLAN PAGE: SCALE: 1/4" = I'-O" S-101000 DATE: 12/19/22 13 OF 16 �t `"' -C, 0ENERAL ERAL 5�K50L <E)," EXISTING TO BE DEMOLISHED TIAL HEIOHT WOO FRRAME (L.G. 5TL. a EXISTING TO REMAIN WHEN APPLICABLE) Q {----.-.--� NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu f— --i 5TL. WHEN APPLICABLE) \1 J O NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL v WOOD FRAME (L.G. 5TL. ® P05T FOR 4" WALLS Qi c Ln WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. O NEW 2-HR FIRE RATED - 76 0 WOOD FRAME (L.G. 5TL. > WHEN APPLICABLE) p CV z O a '(� Ln c X � CV 0 O O tj � O m a--' Ln O N O CD a � a � o -+-� -0 U •- D -� m _c + U c Q .- EXISTING DECK nV!! W cl (3) 2"x10" HDR. ABOVE (2) 1.'15"xq.5" 2.OE MIGROLLAM DRP. HDR. TON G P I I C61. P05T WALL-MOUNTED - I MITSUBISHI NpENS NI RIDGE PROV. �i 1 HHE, (3) q.5' LYL HDR. m I �� PROPOSED KITCHEN TON G --CATHEDRAL CEILING—NEW 2"x8" G.T. TSUBI H 016110.0. z n O , DBL. POST EXIST. EXIST. —LINE OF GEILINIG— _ _ = TO RIDGE _ 2'O"WX3'I"H D.H 2'8"WX4'I"H D.H J 0 (4) 1."15"x11.515" 2.OE MIGROLLAM W/(3) w d1 d< " FLITCH STEEL PLATES 0. DBL. POST x r TO RIDGE O-L I O x PROP. LAUNDRY Qa ry u- Q MODIFIED 36" Y. 5 Y. 24" iv p PROPOSED a- ROOM BATHROOM PROP. MASTER U � PAN x= GREAT ROOM -TILE- -TILE- 0 BATHROOM 3' x 5' N — ul ilpil ® � O I ® —TILE— 5HOWER �tu< Q z Q - �O JI LIN. Q I � H 1 ccc-- V: LkALK—k Z w I ALIGN �j 2 p PROP. �I N z V ALIGN �. HALLWAY w ® O' 5M/GO 5M/G0 Ix L15"xq.5" 2.0E (2) 2"x10" FLUSH HDMIGROLLAM DRP. HDR. 1u p NEW (1 2) i ® "1.5' Q O p DN (I ) r 10' 2 Q 1 MODIFIED WALL-MOUNTED V p F MASTER MITSUBISHI V o x ;� a BEDROOM PROJECT: 111 ►m_'v PROPOSED w Cl K BUILT-IN cV COVERED 1"1"1 S.F. m PORCH p � � Iz ; CUNNINGHAM ^-TIMBERTEGH DECKING- x U NE DN X EXIST. LIVING Z � � ADDITION ® ® N,9 N� ROOM ? z OC L. z � w ® J w W to m z ro I lu Q v w ❑ 1 Q p 0 MODIFI I = W OPEN ABOVE^ 13PECONIC NY 11950 INDIAN NECK 8NE X`t WALL-MOUNTED MITSUBI5HI DBL. P05T RIDGE D RAW I N G TITLE: TO Q lu PROPOSED STRUCTURAL PLAN (2)EXI5T. 3'O"WX4'I"H D.H tu 1 Q PROPOSED tV Q in COVERED s Q PORCH NEW UP X J -TIMBERTECH DECKING- (5) Rt ® t'/.5" I - PAGE: N (2) 1.15"x0l.5" 2.OE (2) 1."15"xcIV 2.OE MIGROLLAM DRP. HDR. 7_1___ _ _ _ _ _ I ROLLAM DRP. HDR. MIG m mr ❑ -102m00 � DATE: 12/19/22 14 OF 16 PROPOSED F I i�ST FLOOR STi�UGTU -'AL PLAN SCALE: 1/4" = I'-O" p AP f`4z A ' t 4i S (SIENERAL` ERAL SNTO'��50L <E)," : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT,�- J NOOD FRAME (L.G. STL. a WHEN APPLICABLE) Q EXISTING TO REMAIN NEW WOOD FRAME (L.G. Lu NEW FOUNDATION WALL Lu STL. WHEN APPLICABLE,) _l C6 (y)NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL Q N WOOD FRAME (L.G. STL. POST FOR 4" WALLS O u') WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED .�+ >: (g WOOD FRAME (L.G. STL.. L- WHEN APPLICABLE) O O N0 0 a •co � .Y X :3 N L 0 O 4+ m -Z0 Cfl C N O ca Lo Q a O W 4--J U •- Q� � 4-J m )> ' � O ' 4"x5" ALUM. DOWNSPOUT (TYPJ� nv ! F_ — — — — — — — — — - 1 W �r - - - - - - - - - - - - - - - -�� POST TO RIDGE I Q II II LOWER ROOF N I 6'x3" ALUM. GUTTER(TYP) 4"x5" ALUM. DOWNSPOUT GUTTER HIGH (TYP) x NEW 2"x10" R.R. UPPER ROOF POINT (TYP) cV I 6"x5" ALUM. GUTTER HIG NEW 2"x10" R.R. H GUTTER(-rip) ® I6" O.G. I POINT (TYPJ II POST TO-\ II I I RIDGE _ _ _ _ _ _ POST TO RIDGE POST TO RIDGE I 4"x5" ALUM. O - - - I DOWNSPOUT (TYP) `fl a -6' V Qi l I v O� v I l lu x� O PROPOSED iv- X_ N BATHROOM x � ) I K ® ~ a -TILE- PROPOSED _ V cvt NEW 2"x10" R.R. �\ z N a PROPOSED dl O ® I6" O.G. I O - v FAMILY ROOM X `N o = O 1'15 S.F. I 1-� I-I ® A-301 ( w (2) 17/8 RIDGE LVL I X ® I A-301 CATHEDRAL CEILING- tu PROPOSED I Q w ATTIC j � a v iv � PROP. 1 PROP. I �, GL. 1 X L _ _ A ( MODIFIED 2) 1.15"xq.5" 2.0E SM/GO MIGROLLAM DRP. HDR. ATTIC Q — z POST TO RIDGE _ - _ _ 6"x5" ALUM. - - GUTTER(TMP) POST TO RIDGE i ALIGN EXIST. 2rxrl RIDGE x I I _ _ _ EXIST. RIDGE z Q N0 lX I DBL R.R. IX SM/GO x 0 I U PROPOSED d o� BEDROOM --CATHEDRAL CEILING^- Q v r w W NEW LAYOVER F- O Q ^-OPEN BELOW N ® m ® I PROJECT: w w r ( I NEW2"x10" R.it2. NEW 2"x10" R.R. pO I I CUNNINGHAM ® Ib" 0.0. ® 16" O.G. L ADDITION POST TO RIDGE I W U - - - - — — —I — — — — — — — — — POST TO BUILD WALL UP 1.300 INDIAN NECK LANE RIDGE I z ® PECONIC, NY 11958 I Q � dU DRAWING TITLE: o I I ryn� GUTTER HIGH N w ® PROPOSED STRUCTURAL PLAN POINT (TYP)� z DN O 6"x5" ALUM. 4"x5" ALUM. GUTTER HIGH GUTTER(TYPJ DOWNSPOUT PAGE: POINT(TYPJ (T.YP) FROFOSED SE=COND FLOOR 57RUGTURAL PLAN PROPOSED ROOF FRAM I NC PLAN S-103m00 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" DATE: 12/19/22 15 OF 16 (A tier,o tip -� Q 0 w Lu Jcu Cy) Q N C Lr) O = v- 7(5 r— O ?- C9 O C N z O O 4" FRESH AIR VENT 0 0 p 4- N k J I L THROUGH ROOF o m Z a-.+ cc sl Q Q v- CL O I I i I -I- I W I FULL BATHROOM I S� I a 2'I -------a NOTE: FULL BATHROOM ALL PLUMBING WORK --- ----r ( SHALL CONFORM TO _---- 2--1 1 1 0 04 LOCAL PLUMBING CODE p I 21 I PROVIDE "ABESCO FP2OO FR IL I z 12" I 1 I EXPANDING FOAM" (OR EQUAL) p I • I i AT ALL PENETRATIONS IN FIRE Q4 1 1 0 w tu RATED WALLS AND U 1 1 v LEGEND (`ILJI FLOORS/CEILINGS. PRODUCT N1 I m ISHOWER I- I 1 CONFORMS TO ASTM E 814, - 1 I_= SHOWER - 1 IN m -_____.-A HOT WATER !J W I 1 ASTM E 84,AND UL 14'19 �I 'N N I SUPPLY • -� _p I G.O.1 1 L----------L --- =------------------------ GOLD WATER L.._.._.._.._.._. _F_.._.._ T.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. I—.._.._..� --- - - — —. SUPPLY I i LAUNDRY MODIFIED BATHROOM MASTER BATHROOM OTE j i PROVIDE "ABESCO FP200 FR U c --- -------- ___ KITCHEN ALL PLUMBING WORK I EXPANDING FOAM" (OR EQUAL) --T----�---T _2�_ SHALL CONFORM TO LAUNDRY MODIFIED BATHROOM MASTER BATHROOM KITCHEN I AT ALL PENETRATIONS IN FIRE LOCAL PLUMBING CODE a I i RATED WALLS AND FLOORS/CE1 :211 I I I IPRODUCT0 2"i 12' Q" „ CONFORMS TO A5TM EE &14,21- IL rV^J I 1 I I I GLEAN OUT u- I ASTM E 84, AND UL 1479 (�1 i2„ 3.. i ASREQD O I � I � I7c;�7 I � I � W I I 1 I S EXIST. F.A.I. TO Q i I I K I I I 44 11 I Q LL E 1 I U v l 1 1 Q� 1 REMAIN XI 1 0 I w W.G. W.G. - KI I0 K 1 I v KI 'X �1 IQ I I dJ d) = z �I x 1 : 2" I- " I_ �� i_ 15HOWER I- „ N� IQ nl �� m m ryI ��_ nl �Q N� �ry SHOWER nl IQ Oryx 1 � WASFIER DW WASHER —1 -I I -I I -I I - I DW I I -- ----L ---------J- ---1 ---------- ------------------ ------------------ c. -------- i G.O. 3.. 3.. 2' L:-------I — ------ --� ---�- G.O. �.._.._.._.._..0 _.- .L.._.._.._.._.L_.._-L.._.._..C.._.._.. _ ._.._.._..—..—.._.I_.._.._. _ ._.._.._.._.._.. G.O. CONNECT TO I 4" EXIST. WATER I 4" HOUSE SUPPLY SYSTEM 1 I MAIN DRAIN G.O. 1 TO STREET WATER MAIN I Lu 4" TO SEPTIC w I 3 NSYSTEM Ll I m m II X EXIST. L BOILER FLUMB l NC RISER - DRAIN / NASTE / VENT FLUMB I NC RISER - SUPPLY' 5GALE: NTS 5GALE: NTS z w O V IL O H V Q O Q PROJ ECT: CUNNINGHAM NOTE: ADDITION a ALL PLUMBING $ O FUEL GAS WORK O SHALL CONFORM TO Q L MBNGLCODE d 1300 INDIAN NECK LANE z FUEL GAS w PECONIC, NY 11958 PIPING PENETRATIONS: I. PROVIDE "ABESCO FF200 FR EXPANDING FOAM" (OR EQUAL) DRAWING TITLE: AT ALL PENETRATIONS AT WALLS -- AND PRODUCT CONFORMS S. T PLUMBING RISER DIAGRAMS 2.PRODUCT CONFORMS TO ASTM E 814, ASTM E 84, AND UL 14711 GAS RISER DIAGRAM LAUNDRY GREAT KITCHEN pr ROOM O 0 GAS FIREPLACE IL PAGE: N VERIFY SIZE RAN10 10 0 GE VENT _ w/MANU. N DRYER = m m= p REGULATOR 0 GAS SUPPLY-1DATE: 12/19/22 16 OF 16 TO GAS MAIN z f lu Opo )-4 BOILER I �� 1, CAS RISER - SUFFLY �'''4 SCALE: NTS