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Home My WebLink About49480-Z �y� 1 99 � 80 kwssoR.�, 71 FAOE < : PROJECT LOCATION &SCOPE Lli SITE PLAN & ZONING DATA ZN F-1 4 f _j Ni , 0 lot Lo GENERAL NOTES c cn • t 0 ENERGY TABLE DRAINAGE SYSTEM CALCULATIONS: 0 -6LO STRUCTURAL DESIGN CHARTS Y� cr) >_ PROP. POOL HOUSE 4 COVERED PATIO ROOF COVERAGE 516 S.F. ,Rr A 51(o S.F. x 2" RAINFALL EVENT = 156 CU. FT. STORAGE REO.'D x 4' DEEF DRYNELL PROVIDES lb&b5 CU. FT. STORAGE z HOLDOWN, ANCHOR BOLT 0 •c TOTAL 1695.5,b CU. FT. STORAGE PROVIDED 04 STRAPPING, & NAILING DETAILS DRAINAGE SYSTEM INSTALLATION NOTES: >% :2 x �y A MINIMUM OF 10' SEPARATION 15 REQUIRED BETWEEN DRYNELLS 4 0 FASTENING SCHEDULE 0 0 WATER SERVICE LINE, UNDERGROUND UTILITY LINES, OTHER 11f - I " .I C) Lo DRYV4ELL5, SEPTIC COMPONENTS, LEACHING FIELDS, SEWER SUBJECT PROPERTY Ak FRAMING GRAPHICS C14 Cj -4- COMPONENTS AND THE EDGE OF ALL FOUNDATION WALLS. A MINIMUM OF 5' SEPARATION 15 REQUIRED BETWEEN DRYP4ELL5 4 c 0 0 'k < m 0 PROPERTY LINES. BEAM CONNECTION PATTERNS 4 • CONNECT ALL CUTTER LEADERS TO NEAREST DRYNELL. FIREBLOCKING DETAILS • 7.1!11,� -001. SEE AL50 DRYPqELL DETAIL 1/0 y A— 1 1 .00 PROPOSED FOUNDATION PLAN SITE PLAN HATCH KEY: v PROPOSED FLOOR PLAN PROPOSED ACCESSORY STRUCTURE 4 o 4_j PROPOSED ROOF FRAMING PLAN #poll^ C) SITE LAYOUT NOTES: A-201 .00 PROPOSED EXTERIOR ELEVATIONS I. TH15 15 AN ARCHITECTS SITE PLAN 4 15 m SUBJECT TO VERIFICATION BY A LICENSED LOCATION MAP BUILDING SECTION SURVEYOR. THE INFORMATION \ \ \ REPRESENTED ON THIS SITE PLAN 15 TO THE SCALE: NTS DESIGN DETAILS 4_j ARCHITECTS BEST OF KNOWLEDGE.v < 2.SURVEY INFORMATION WAS OBTAINED DESIGN DETAILS + VACANT FROM A SURVEY DATED AUGUST 01, 202:2 RISER DIAGRAMS LOT AND PREPARED BY: iy PROPOSED ELECTRICAL PLANS 50ALfOE LAND 5URVEYINO JA50N D LEADINOHAM UJI N.Y. STATE LAND SURVEYOR LIC. #050-159> - PROPOSED FOOL HOUSE WITH (��OVERED FOR(I-1,H 5— PROPOSED STRUCTURAL PLANS 0 < in TELEPHONE: (631) c151-2400 - FOOL HOUSE TO BE CONNECW�L� \ \ � � TED TO PROPOSED I/A ONTS cf) P. EL=56'72' WELL t PRO zotA 0 �' 5) �'F / — �141 �M, r\ �, , /� ��I �T DATA : 490 8'(Px4' DEEP < f _ ~ DRYWELL \ / N V FOOL HOUSE PROJECT / ZONING DATA LOT COVERAGE DESCRIPTION (FOOTPRINT) AREA % LOT r,)F;ZY1^IELL COVERAGE ,�-PROP. 4'(PX4' .41 0 OP. DEEP FOOL TAX MAP # 1000-22-05-1:2 ZONING DISTRICT R-40 CONFORMINO I TOTAL LOT AREA 40,155.0 S.F. I LOT AREA 0.11 ACRES I I ------- PROPOSED DWELLING N/ PROP. POOL ;z SUFFOLK COUNTY HD APPROVAL R-25-00(ocf -7 BEDROOMS ATTACHED 2 CAR GARAGE 5,0-7e,.& S.F. EQUIPMENT PROPOSED COVERED PORCHES @ PROPOSED DWELLING 500.cl S.F. 2.0% r \ FIREPIT $ I I ACCESSORY STRUCTURE REQUIREMENTS STONE BENCH PROPOSED FOOL HOUSE 545.0 O."T% I I -36.5' SEATING SOUTHOLD CODE 2aO-11 r--------- PROPOSED INOROUND 5PqIMMINc5 800.0 S.F. :2.0% I PROF. , FOOL ju I /1-STRY V40. PROPOSED FOOL HOUSE ALLOWED PROP05ED COMPLIES PROPOSED OUTDO-OR SHOWER 51A S.F. 0.1% ifif 1011 O — — PROPOSED COVERED PATIO 555.0 S.F. 10 FR. POOL POOL FILED KI HOUSE ON UNDER MINIMUM SIDE YARD 15.01 YES X1 SEPARATE PROPOSED FIREPIT 4 SEATING cl[95.6 S.F. 0.2% 0 1 3�ol APPLICATION I I I W1 I MINIMUM REAP, YARD 15.01 YES TOTAL AREA OF ALL STRUCTURES 5,516.0 S.F. LLII PROF. BURIED ELEC. LINE TO MAX. SQUARE FOOTAGE 1:200 S.F. -700.0 S.F. YES "MAXIMUM LOT COVERAGE ALLOWED - 20% )POSED FOOL HOUSE E - PROF. !_F�"ReC)TONE PROPOSED PATIO < 9�" FROM //rOvEREr,>/ 105:22. 4.1% 01 PROF. PATIO < GRADE TIO // m :31 01 1 21(p D.pq ILI z til I (SINK N\\\ 1 u) 10, ONLY) PROF. PROPOSED 2 PROPANE 0 �U MIN COVERED PORCH Q GRILL FILED UNDER K SEPARATE W 1 0 1 fL APPLICATION 10 FRO VACANT OUTDOOR, 195'(Px4'1 SINK LOT L------L _j------- A0 COND. NOVEMBER 22, 2022 1 L----------- ------------ PROPOSED 2-STORY VO. a" THICX REINFORCE0 CONCRETE FR. SINGLE FAMILY TEST HOLE DATA TRAFFIC, 5EARINO SLAB PROJECT: PROF. P14ELLINO W BASEMENT 4 MCDONALD OEOSERVICE5 PROPANE- ATTACHED 2-CAR GARAGE FOB 1255 POWERED FILED UNDER SEPARATE SOUTHOLD, NY Ilq-71 GENERATOR APPLICATION (651) GRASS SHOULDER AREA (T"rF.) 24" DIAMETER CAST IRON BLETSAS MCDOEO@OMAIL.COM OR PEENED SURFACE COVER INLET ORATE 4 FRAME — --------------------I POOL HOU 40)<4 EL.=54.2' OL DARK BROWN LOAM 905 WILL(' ML BROWN SILT I PROF. SANITARY & SYSTEM PER SCDH5 EAST MARIO' REF. NO. R-25-006"I SM BROWN SILTY SAND WITH GRAVEL — ( ( DRAWING T` LH 11 [1 [1 0 El 0 u D 0 0 D El 11 1:1 1:1 1:1 1—I III -1 PROJECT I 1 0 0 El Ll [I El El [I Ll F1 SITE PLP I 5'1Px4'1 OL —( ( I [I [1 0 El FI [I [I El 11 El OL I El El 1:1 L1 Ll El L1 Ll L:11 El PROPOSEDIII III ASPHALT LJ::[= F-I F-1 E:1 F-1 1-1 PAS I DRIVEWAY TO COARSE SAND PALE BROWN FINE ,PROP. 1v I III__ . , . &'-Px4'1 DRYkJELLS TO MAINTAIN MINIMUM 10' SEPARATION tu tu FROM ALL SEPTIC Itu PRECAST GONG. COMPONENTS 0 .. 1() S) A GROUND LEACH INO RING. SEE O Itu 9 NATFR PROF. I 1 0 CALCULATIONS ON 0007 Ro 5AL. BURIED e>'(Px4'1 I SITE FLAN FOR REQ'D Ul PROPANE TANK TEST pq. COMMENTS- NO GROUNDWATER HOLE cz ENCOUNTERED. I-oil I-oil EFFECTIVE DEPTH 10- 2 D I A��ETER AS 2 EL=34.2' MIN. PER SITE FLAN_ MIN. - - - - - - - - - - - - - - - - - - - - - - -- - — - — - — - EL.=55.44'4 S&Io.2O'OO"E 151.00, EL.=35.roel'\# ST CLEAN SAND i$ GRAVEL FILL EXIST. ORM ViATER DRY'NELL DETAIL N I L L 0 N L-,-) R I E E ELEC. BOX SITE PLAN SCALE: 1/2" I'-oil 0 All' P, r ul 13 Ile, JE4 SCALE: 1" = 15'-0" CARPENTRY ----__ --- //�� \ / I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER(Fb = 8-15) l I T I O I}� �l 0- NOTES 4 SFEG 1 F 1 GATI ONS UNLESS OTHERWISE NOTED. WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY t Y IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT SINDED THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT -- Q TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTORS RESPON51BILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD I INSUL. INSULATION SPECIFICATIONS,AND!3E FAMILIARIZED WITH THE PLANS PRIOR TO W7RK MAINTAIN 8" MIN. FOUNDATION EXPOSURE. PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. IFS BASE FLOOD ELEVATION INT. ] INTERIOR W GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR _ -- I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL BLDG. BUILDING K KIPS (1000 LB5) J M APPLICABLE BUILDING DEPARTMENT. 2"xb" IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT -__-_- - STRUCTURE. (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. SM BEAM MANU. SPEC.'S MANUFACTURER'S 5PECIFIGATION5 (V 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS -- __ Q _w ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS B.O. BOTTOM OF MAX. MAXIMUM 5TRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. OTHERWISE NOTED - - Z) V_ O I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MECH. MECHANICAL T- C0 3. ALL WORK SHALL CONFORM TO NATIONAL., STATE, AND LOCAL CODES 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. Lo _ AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM W 0) • O PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS _ T_ }- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL 1� TIER OF FRAMING 15 IN PACE. f G.J. CEILING JOIST 1 NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ig88 L V_ z -4- OF THE OWNER/BUILDER U.O.N. _______ _ I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. COLUMN NYG BG I NEW YORK CITY BUILDING CODE 0- •� (D T- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS -f. ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 3-1/2" BEARING INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED ___ O .(V SHALL BE CLARIFIED WITH THE ARCHITECT/EN&INEER BEFORE PROCEEDING BY THE 6RADEMARK OF A LUMBER GRADIN& OR INSPECTION AGENCY 8. ALL OPENINC75 FOR BEAM POCKETS,UTILITIES, ETC. TO BE FILLED f CONT. CONTINUOUS O.G. ON CENTER c 00 U WITH THE WORK. 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. ___ _ AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE � O O m ++ � 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q, ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. DBL. DOUBLE _ OCG. OCCUPANCY Lo UNLESS APPROVED BY THE ARCHITEOVENGIINEER. P.T. INSIGNIA OF THE GRADIN& AGENCY WHICH COMPLIES WITH THE N � DFE DE51GN FLOOD ELEVATION PBFE 1 PRELIMINARY BASE FLOOD ELEVATION O REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 C 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR 5HEATHIN5 SHALL BE NAILED A5 PER FASTENING 5CHEDUt F DAYS OF 4,000 P.S.I.,U.O.N. Q T_ n: :2O BEFORE THE START OF FRAMING ON PAGE 6-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION 1P. GONG. POURED CONCRETE n ` -- - --.- w AND ROOF AND 15 OF COX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR THE PROVISIONS OF ANSI/ALTO A I qO.I STRUCTURAL GLUED LAMINATED 11. CONC. SLAB5 TO REST ON MIN. OF 6" FINE &RAVEL OR SAND WITH D.J. DECK JOISTS I PLATE 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER APPLICABLE. EA. EACH I PLYWD. PLYWOOD q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ,ALL INSPECTIONS, APPROVALS, 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 ELEV. ELEVATION _ J P.T. PRESSURE TREATED I D GRADE. NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (3) 50. FT. �� DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. *QUIPMENT REQ'D 1 R`aUIRED --I� _ 11. THESE SET OF DRAHIN05 ARE THE PROPERTY OF ANTHONY PORTILLO, RA 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, EXIST. EXISTING AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRI-TEN APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CRi RISER ONDENSATION TO THE EXTERIOR. U PERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM M 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. Q) W RESPONSIBLE FOR DESIGN INTENT ONLY. A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF IF.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE Ib. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES -+-J 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SPANS EXCEED 8'-O" AND AT EVERY 8'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40"F AND FALLING, UNLESS APPROVED BY ARGHITEGT/ENGINEER. NO FAR 1 FLOOR AREA RATIO STL. STEEL SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. - 0 14. THE CONTRACTOR SHALL KEEP PREMISES REA50NABLY GLEAN AT ALL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE F.A.V. FRESH AIR VENT S.V. SMART VENT TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 0-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY - ---- --- RUBBISH, WASTE MATERIALS, TOOLS,ETC., GLEAN GLASS AND LEAVE WORK WNI SHED TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. FF FSHED FLOOR 1 TBD TO BE DETERMINED BROOM GLEAN. 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. 11 FIRST FLOOR ELEVATION TEMP [TEMPERED GLASS U 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, W14ERE EVER APPLICABLE. - -- -- LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 0-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK AND ORDINANCES. Iq. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A -_ 0) 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACSIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL 16. THE CONTRACTOR SHOULD FULLY 6UARAINTEE HI5 WORK AND THE WORK OF GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARB CONTINUOUS IN THE FOOTING. ALL 4" THICK __1 - Q THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A Ib" SPAN. WALLBOARD, A5TM 631 SPECIFICATION FOR GYPSUM LATH, OR ASTM 01q CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGS - FLOOD RESISTANT CONSTRUCTION ELEVATION Tr _1 TREAD 1 V J COMPLETION OF PROJECT. SPECIFICATION FOR GYPSUM SHEATHING BOARD. - Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME �1TYP. TYPICAL � a �1 l 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PAGE 6-003. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" - VJ ARCHITEOVENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND MEET THE PROVISIONS OF ANSI/AHA AI35.4 BA510 HARDBOARD OF DEEP 4 3'-O" BELOH &RADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING 20. "P.T.' SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. ATTORNEYS FEES ARISING OUT OF OR RE5ULTING FROM THE PERFORMANCE OF ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FTG. FOOTING VERT. VERTICAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) FIELD TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% I.8 STRUCTURAL PANELS: - __-_- 15 ATTRIBUTABLE TO BODILY INJURY, 510KNEE55, DISEASE OR DEATH OR TO COPPER METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE SITE WORK GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 7; INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER TI-AN THE WORK WOOD 1.6.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL I. STAKEOUT 15 TO BE PERFORMEC BY A LICENSED SURVEYOR ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (5) 15 CAUSED IN ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN IN/ WITH WHOLE OR IN PART BY ANY NEGLIGENT ACTOR OMISSION OF THE CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND 2, VERIFY ALL 61VEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, __ CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE CLARIFICATION FROM ARGHITEOVEN&INEER PRIOR TO PROCEEDING. HDR HEADER WD. WOOD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BOLTS, ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A CONSTRUCTION, WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN&S. HNGR HANGER ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. EVALUATION REPORTS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING - -� I 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND SITE. STOCKPILE ALL EXCAVATED MATERIALS. HOR. HORIZONTAL BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK, FRAMING, NAILING, PLACING A. WEYERHAEU5ER TRU5 J015T 2.OE MIGROLLAM LVL BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR B. 6EOR61A PACIFIC 2.OE G-P LAM LVL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE -- --FENESTRATION J� I /�I I G TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, PSL (PARALLEL STRAND LUMBER) DENOTES: PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. I I�l�l�I� TI ®I�tI�4 �JTjsiTl ®I�l �)(l� I �TJ APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS A. WEYERHAEUSER TRU5 J015T 2.2E PARALLAM P5L STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN ALL TO BE INSTALLED AS PER MANU. SPEC.'s APPLICABLE CODE EVALUATION REPORTS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. AUTHORIZATION OF THE AROHITEOVENGINEER. 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP D�ZAWINOS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY PROPOSED DESION CODE PRESCRIPTIVE VALUE $ NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 6LA55 WINDOWS AND DOORS COMPONENT VALUE CITATION (PER 2020 NYSEGGG) COMPLIES PERTAINING ARE TO BE FIELD VERIFIED. CODE EVALUATION REPORT. EVALUATION REPORT. 1. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER -- ----- WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE SHALL MEET THE PROVISIONS OF ANSI/AHA AI94.1 CELLULOSIC CLEARANCES ARE PROVIDED. U-VALUE = 0.25 MAX. U-VALUE = 0.32 OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR FENESTRATION U-VALUE AIR LEAKAGE = 0.30 CFM/SF MAX. AIR LEAKAGE = 0.30 CFM/SF YES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT CELLULOSIC FIBER INSULATING BOARD. 3. ALL SLIDING GLA55 DOORS,SKYLIGHTS, AND ANY &LASS UNIT INSTALLED PER 8402.4.3 b TABLE R402.1.4 - CLIMATE ZONE 4 SPECIFICATIONS, UNLESS NOTED OTHERWISE. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED WITHIN IB" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN UNLESS OTHERWISE NOTED. MIN. R-VALUE = 4q 22. PROVIDE FIREBLOGKING AS PER NEW YORK AGGESSIBILITY STANDARDS. THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CEILING R-VALUE R-4q BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES EDGES. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL MANUFACTURER'S SPECIFICATIONS =- ---- __ - - UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 24. NOTCHES IN EITHER EDGE OF STUD5 SHALL NOT BE LOCATED IN THE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION EXTERIOR(2"xb") WOOD R-21 BATT INSULATION MIN. R-VALUE = 20 (CAVITY) COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF REPORTS. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED ENERGY CONSERVATION CONSTRUCTION CODE. - - -- -- HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL MIN R-VALUE = Iq CODES AND REFERENCE STANDARD: OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR FLOOR R-VALUE R-30 BATT INSULATION YES 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME 08055-SECTION. ANY OTHER TYPE OF GLASS UNIT NHEN WITHIN b" OF AN EXTERIOR SURFACE. PER TABLE 8402.1.2 - CLIMATE ZONE 4 STATE BUILDING CODE,2020 NEW YORK STATE RESIDENTIAL CODE, 2020 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND --_ -- --- --- _- - to NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 25. FOR NEW WALLS, A PERFORATED SHEARWD STAND PROVIDE ALL ALL SYSTEM I5 USED. THE -1. ALL EXTERIOR DOORS ARE TO 3E WEATHERERIPPED COMPLIANCE STATEMENT: F- HEX BOLTS AND 50REW5 (INCH SERIES). Z STATE ENERGY CONSERVATION CONSTRUCTION CODE. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN w NOTES, AND TABLES ON PAGE 6-003 4 0-004. THE FASTENING SCHEDULE 2.2,2, LAG SGREW5: LAG 50REW5 OR LAO BOLTS SHALL COMPLY WITH ANSI/ COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. 2 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF SPECIFIES THE REQ'D NAILING FOR THE SHEATHING(ANY NAILINGASME 818.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 0 WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. V CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER A550CIATION SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES (AFkPA) AMERICAN WOOD COUNCIL (AWG). 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEO.'s). SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN q. ALL WINDOWS TO BE ANDERSEN IF CONTRACTOR 15 TO SUBSTITUTE WITH HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANOTHER WINDOW MANUFACTURER,IT 15 THE RESPONSIBILITY OF THE m 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH PLUMBING CODE. 26. COLUMN BEARING A5 FOLLOWS: AS SET FORTH IN THE MANUFAGTURER'5 CODE EVALUATION REPORTS. THE CHARACTERISTICS OF THE AN7ERSEN WINDOW SPECIFIED. THE WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ROUGH OPENING, U-FACTOR,LIGHT AREA,VENT AREA, AND EORE55 Q MECHANICAL CODE AND 2020 NEW YORK STATE FUEL 6A5 CODE. WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, REQUIREMENTS. o 5. SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS 0 GRADE 53 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE TABLE R501 .7 ALL ELECTRICAL WORK SHALL CONFORM' TO 2011 NATIONAL ELECTRIC EXIST. WALLS 6 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANYCLIMATIC GEOGRAPHIC DESIGN CRITERIA CODE, NEPA 10 AND 2020 NEW YORK STATE ENERGY CONSERVATION CTEMPERED GLA55 POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Ib" ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S . CONSTRUCTION CODE. GODS EVALUATION REPORTS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED 0 POSTING,U.O.N.). 11. EXTERIOR &LAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE GROUND SNOW LOAD 25 LBS GENERAL WIND PROTECTION CONNECTION NOTES: IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ 2.2 5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1661 STANDARD MISSILE TEST OF ASTM El,lgb AND ASTM E1886 AS MODIFIED BY 2020 NYS BG ALLOWABLE B L ETSAS ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL STANDARD 5HEARWALw/ NOTED VALUES) d ANCHOR BOLTS, SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. STRUCTURAL MEMBER GONSTBUGTION;55T'D 10"141 AND 2018 S5130 HIGH WIND EDITION WOOD FRAME L HARDWARE ( SECTION 301.2.1.2.1. GARAGE DDDR GLAZED OPENING PROTECTION SHALL MEET DEFLECTION BASIC WIND SPEED 130 MPH CONSTRUCTION U.O.N. WITH TOP CAFsY4 5 ® STEEL COLUMNS TO BE MIN. " BENT PLATE b" LONG 2.26. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND 5TAPLE5 THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR POOL HOUSE 1. A CONTINUOUS LOAD PATH BEEN FOOTINGS,FOUNDATION WALLS, w/b" RISE d w/(2) /4 (P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE ANSVIDRAFTERS HAVING SLOPES GREATER THEN 3/12 ASMA 115. EXPOSURE CATEGORY B FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE G-003. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 12. AS AN ALTERNATIVE TO NOTE X11 ABOVE, WOOD STRUCTURAL PANELS WITH W/ NO FINISHED CEILING, ATTACHED TO RAFTERS L/180 MANUFACTURER'S CODE EVALUATION REPORTS. SEISMIC DESIGN CATEC70RY B 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT GYPSUM WALL BOARD A THICKNESS OF NOT LESS THAN �" AND A SPAN OF NOT MORE THAN B' SHALL --- INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND BE USED IN ACCORDANCE WITH MANUFA-STURER'S RECOMMENDATIONS. COMPOUND METHOD. 221WOODSGREWS(INCH SERIES). WITH AN51/ASME B 18.6.1 ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE INTERIOR WALLS d PARTITIONS H/180 WEATHERING SEVERE 905 WILLOW DRIVE PREDRILLED AND SECURED NITH THE ATTACHMENT HARDWARE PROVIDED AS 3. METAL PLATES,CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6,UNLESS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE FLOORS s PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-O" EAST MARION, N.Y. 11939 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT 60RROSION IN COASTAL OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. DEEMED APPLICABLE. CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ALL OTHER STRUCTURAL MEMBERS L/240 MECHANICAL CONNECTIONS: ON THE BUILDING. TERMITE MODERATE TO HEAVY 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 3. 5/8", ONE HOUR RATED,TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS DRAWING TITLE: SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE (WHERE APPLICABLE:) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MPSON" MAY BE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH 14/360 - PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS ICE BARRIER REQUIRED YES IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PLUMBING _ GENERAL NOTES AND AT LEAST ONE STUD AT EACH SIDE: OF OPENING. EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT(DWV) EXTERIOR WALLS - WIND LOADS W/ BRITTLE FIN15HES L/240 _ CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. ENERGY TABLE 5. RIDGE 5TRAP5 SHALL BE ATTACHED TO EACH PAIR OF OPPOSING BY "SIN1P50N" MANUFACTURER. RAFTERS EXCEPT WHERE COLLAR TIES OF I"x6" OR 2"x4" LUMBER IS 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. EXTERIOR WALLS - WIND LOADS IH/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES RAFTERS. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. INDICATED IN "51MPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL 6HANGE5 IN DIRECTION LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY AND AT BASE OF VERTICAL WASTE PIPES. __.__-___ __--_-___- 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND LOADING VALUES ARE LF-55 THAN WHAT 15 SPECIFIED BY "SIMPSON" ALL OPENINGS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER STRUGTURAL_ DESIGN LOADS PAGE: 1. FLOOR TO FLOOR HOLD-DOWN5 TO BE PROVIDED EVERY 43" AND EVERY 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED FOOT. Ib" WITHIN 4' OF EXTERIOR CORNERS. Co. FASTEN GYPSUM BOARD AS PER FA5TENIN6 SCHEDULE ON PAGE 6-003. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 5. GENERAL TRAP AND WASTE SIZES A5 FOLLOWS, UNLE55 OTHERWISE NOTED: G-OO2mOO 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. - DISH WASHER.......................................2" USE -A LIVE LOAD DEAD LOAD TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER - KITCHEN SINK......................................2" --- _ _____ OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR EOLT SHALL BE ELECTRICAL: 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER - LAVATORY..............................................2" PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - 5HOWER/TUB.........................................2" EXTERIOR BALCONIES 40 psf 15 psf BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT IN GONGR=TE/MA50NRY TO 2011 NATIONAL ELECTRIC CODE, NFPA 10 AND 2020 NEW YORK STATE - TOILET.......................... ............3" CONSTRUCTION CODE . FOUNDATIONS. ANCHOR BOLTS SHALL 51- LOCATED WITHIN 12' OR CORNERS ENERGY CONSERVATION1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - LAUNDRY ................................................2" DECKS 40 psf IS psf AND AT SPACING NOT EXCEEDING 4' ON CENTER. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ARCHITECT - FLOOR DRAIN..........................................3" DATE: 04/28/23 2 OF 8 ASPHALT ROOFING SHINGLES COMPLETION OF WORK. 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" PA55ANOER VEHICLE GARAGES 50 psf AS PER PLAN I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED THROUGH ROOF. SHINGLES OR APPROVED EQUAL. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 12: BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf - GENERALLY,VERIFY OR PROVIDE HARD WIRED 1. PROVIDE FROST-PROOF H05E FIBS WITH EASILY ACCESSIBLE DRAIN d 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE SMOKE DETECTORS w/ BATTERY BACK-UP IN: - NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE DRAIN COCKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf PROTECTION. V... AND WATER BARRIER FROM EDGE OF EAVF TO 24" INSIDE EXTERIOR WALL A. EACH SLEEPING ROOM .,,1RED APC/ 1. LINE. 8 24" FROM ALL VALLEYS, AND ROOF' FLASHING CONDITIONS. 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf ' Gj AA � B. OUTSIDE OF EACH SEPARATE SLEEPING INSULATION WITH BACK FLOW PROTECTION. \ � A� ,^, AREA IN THE IMMEDIATE VICINITY OF 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED 0 0 6v 0 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 4!/ �� THE BEDROOMS (GENERALLY THE HALLWAY) FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 30 psf 15 psf i' ,t 1. 0 � CONSTRUCTION. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL FOIL TO BE PLACED TOWARD WARM SIDE. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S G. EVERY LEVEL OF DWELLING HEALTH DEPARTMENT STANDARDS AND REGULATIONS. � a I- k O STAIRS 40 psf 15 psf * < A �` * SPECIFICATIONS. (BASMENT,FIRST FLOOR, # SECOND FLOOR,ETC) 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ' 1 :i WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE TO CONGEALMENT OF PLUMBING. GUARDRAILS AND HANDRAILS 200 psf 15 psf 5. NAILING OF ROOFING SHALL BE TO CODE:. FOUNDATION WATERPROOFING. BN-Sl 03Q��J a� II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND ib &AGE STAPLES ARE MECHANICAL, FUEL GAS: 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOW5: NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 12 psf FOR ATTIC TC C) N I PERMITTED I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE - q" R-30 FOR FLAT CEILINGS NOR ANY POTENTIAL DAMAGE THEREOF. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR CATH. 1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR NYS MECHANICAL CODE AND FUEL GAS CODE - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION --- 2:12 PITCHES TO 4:12 PITCHES - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - 5.25" R-21 FOR FLOORS ASCE 1-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. I ®�� DETAILS TYF I SAL NA I L I NO/STRAFE I NO REOU I RDM-LENTS FOR FASTENING SCHEDULE A Q ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL_ I FT/ SHEAR/ $ ,LATERAL NINE) RESISTAI`CE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS O SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) J "ALL STRAPPING TO BE I%4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT - G520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE cl *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WMOOD FRAME CONSTRUCTION MANUAL TABLE 3.I) N HOLDOWN 'A' HOLDOWN 'B' DESCRIPTION FASTENER SPEC. F FASTENER 0 � 0 O CONNECTION A NA I L- I NO OR I D ___ AND QUANTITY SPACING O FOFOUNDATIONST ry ROOF CEILING FRAMING ,� O I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd L_ T • I COMMON NAIL w/o PREBORED HOLES. r Z ENDWALL ENDWALL r--^'�f RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER o °� (Q �— (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE �' 2 2.WOOD 15 ASSUMED TO BE D,F,#2 d BTR. IN DRY USE 0- 0 ••N HEIGHT STUD HEIGHT STUD TRANSFER TO RR• 2• iv SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER J015T 0 U CORNER STUD CONNECTION: /CONNECTED TO TRANSFER SHEAR 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL 0 O ry (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-003 EACH LAP � TRANSFER SHEAR "SIMPSON" HDQS .� • • � • FOR STRAP - 3 a d COMMON . fin HOLES,SET NEW MEMBER. HOEDOWN ANCHOR ® 2-Ibd COMMON � � • ..0 O ++ In 2-I6d COMMON NAILS a EA. END OF STRAP. • CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) 9-Ibd COMMON EACH LAP C O f .. NAILS ® 6" O.G. d LOCATIONS NOTED NAILS ® 6" O.G. d / •h • • 4.No MIXING OF NAIL SIZES OR TYPES ALLOWED �"' N 0 "~� ON PLANS IO" O.G. IF BLOCKED`/ 0" O.G. IF BLOCKED CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH ? S.SEE SECTION b FOR ANY REOT TO CLINCH THE NAILS(TO Q r 0- m 0 CORNER POST G.J G.TIES TIGHTLY BOND THE END OF THE NAIL TO A 90° ANSLE,SEE ROOF SPANS OF 24 OR GREATER, SRAPHIG o COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE BEL W) W USE 4 8 d COMMON NAILS "SIMPSON" HDaB r b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER TOE-NAIL 2-Bd COMMON HOEDOWN ANCHOR ® ( ) EACH END SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE LOCATIONS NOTED ----� e ° SLOPES OF 5:12 AND GREATER. GR 4-1. ON PLANS e RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END a CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD HOEDOWN INSTALLATION OPTIONS: ° • CONNECTION: WALL FRAMING ° U FOR NEW P. GONG. FOUNO.'s FOR STRAP - 3 8 d COMMON NAILS a 82 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT nn 1l m HOLDOWN CAST IN PLACE w/VS"P THREADED ROD oF<6 EA. END OF STRAP: • W W WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • HoSEE I +( II ) • • J •T/8"� THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO GEOMETRY EXCEEDS THAT PERMITTED IN -T-- CONCRETE w/ "51MPSON" SET (HIGH 5TRENOTH EPDXY --- BI 0 MAX. NAILING GRID ABOVE UTILIZE • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. • ADHESIVE), 8 FOR TEMP.'S O°F-40°F USE "SIMP50N" AT SIMPSON # H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES FOR EXIST. /NEW G.M.U. (GONG. BLOCK) � FOR TOENAILING - 5 8 d COMMON NAILS FILL TDP 2 COURSES SOLID d CAST IN PLACE kOLDOWN USE 5 M • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD < CONNECTION • FOR G.J. TO R.R. - cI 16 d COMMON NAILS �J w/'7/5"40 THREADED ROD • REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND J015T, RAISED G.J.'s(WHEN 2-I6d COMMON ',2 PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE d OR BELOW AT G.J. TO G.J. CONNECTION: ENDJo1sT, or BLOCKING (PAGE-NAIL) H0LDOWN 'C' HOLDOWN 'D' _2 _L6_d COMMON NAILS FOR G.J. TO G.J. - � 16 d COMMON NAILS FLOOR FRAMING Q (n — ° VJ FOR NEW d EXIST. * JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST (� � FOUNDATIONS � � FOUNDATIONFOR NEV4LY ONE STORY ONLY CONNECTION Cl � C,2 • v J (3) 2x FULL ENDNALE BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END HEIGHT STUD\ CORNER STUDzz I 1= r NNSFERD TO ° BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END TRANSFER SHEAR "SIMPSON" HDaB (3) 2x FULL ° AT STUD TO FLOOR ASSEMBLY 12 C,2 TO STUD CONNECTION: BLOCKING To SILL or HOEDOWN ANCHOR ® 2-Ibd COMMON HEI6HT STUD • TOP PLATE (TOE-NAIL) 3-Ibd COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. # ° ON PLANS lo" D.G. IF BLOCKED G I I FOR STRAP - 3 8 d COMMON CORNER POST LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST ° I NAILS a EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST ° 1( FOR EA. PLATE: TO STUD ABOVE 8 OR 2-I6d COMMON - ° N, BELOW - 2 I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® " O. BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-ibd COMMON PER FOOT • ROOF SHEATH I NC e d STRUCTURAL PANELS: ° < INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD ' a "SIMPSON" ST D14RJ CONNECTION DI D2 SOLID INTERIOR PERIMETER EDGE ZONE a Sd COMMON 6" EDGE /6" FIELD HOLDOWN INSTALLATION OPTIONS: m EA.BAY &ABLE ENDWALL RAKE OR RAKE TRUSS w/ Sd COMMON 4" O.G. UP TO 9" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s -__ HOLDOWN CAST IN PLACE w/-7/5"0 THREADED ROD • AT STUD TO FLOOR ASSEMBLY TO SILLGE I L I NG SHEATHING FOR EXIST. P. GONG. OR NEWLY GJRRED FOUND.'s • THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(S) CONNECTION: D2 CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY 1/2" MIN. FROM I GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ADHESIVE), S FOR TEMP.'S O"F-40°F U5E "SIMPSON" AT CORNER ° ° FOR STRAP - '� 8 d COMMON NAILS a EA. (HI(SH STRENGTH ACRYLIC ADHESIVE) ONE #4 SPECIFIED 0 D I ° END OF STRAP (WRAP STRAP UNDER SILL PL.) ( WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BL.OGK) TYP. FOUND. NOTE • I FILL TOP 2 COURSES SOLID E CAST IN PLACE HOEDOWN ° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - ° _2 _I6_ d COMMON NAILS STRUCTURAL PANELS Bd COMMON w/7/8"� THREADED ROD i 6" EDGE / 12" FIELD a � e ° ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR I i F.STRAP w/(3) I— N A I L I N O/-5 TRA P F I N O @ WINDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES ad NEA.AILS•(FOEA.END ___ 2 EA JO STRAP ro FLOOR SHEATHING (SUBFLOOR) 2 EA.JOIST-(AOR ALTERNATE USE O SIMPSON H23A) V NOTATION: _. A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2015 WFGM,TABLE 3.1,P. 189);WHEN STRAPPING CONNECTION E STRUCTURAL PANELS: I" or LESS: 8d COMMON 6" EDGE / 12" FIELD w REQUIRES OVER 14 NAILS,USE SIMPSON G516 STRAPPING(OR EQUAL). B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.255,P. 241) • GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD • _ c - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 3.23G,P. 292; • ----. ALTERNATE AS PER TABLE 3.230,P. 293) ' I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. (2019, WFGM,TABLE 3.1,P. 189) PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2015 WFGM,TABLE 3.22F,P. 288) SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (3-PLY) - NUMBER OF JACK STUDS ® EA. END OF 3-PLY HEADER(2018 WFGM,TABLE 3.2217,P. 288) ° a a° a e SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. SIDE e a e e ° a 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: B e e FOR STRAP - 3 8 d COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. E (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. 191) END OF STRAP (WRAP STRAP UNDER SILL PL.) s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B e° °a e a a 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE BLETSAS F ROUGE+ OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS e g FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. POOL HOUSE (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) _2_ _16_ d COMMON NAILS A NOTATION E E SIGNAGE FOR TRUSS TYPE PRE-ENGINEERED ROUGH f'` B G D (2-PLY (s—PLY F WOOD, AND/OR TIMBER CONSTRUCTION fl OPNC THE FOLLOWING 516NAGE SHALL BE AFFIXED TO THE ELECTRIC, METER BOX ATTACHED 905 WILLOW DRIVE TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE EAST MARION, N.Y. 11939 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR � La G I �� O TOP 1�AT A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE 4'-0" 5 I 2 2 I I 2 GABLE ENDWALL AUTHORITY HAVING JURISDICTION: - BRAG I NG/STRAPPING DRAWING TITLE: • - PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. 6_011 -1 1 5 3 2 1 5 (B) - REQUIRES SILL PLATES OF 2"Xb" (MIN.) TOP PLATE - - -- BLOCKING 2 FORE ESS PROVIDE HOLDOWN, ANCHOR BOLT, 2 3 4 2 2 4 }— SPLICE —{ TOP PLATE: SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® �Too CKING m 12"O.C. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH I 4'-0" O.G. HEIVE RAKE O.H. BE "I", "II", "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES B G - 10'-0" II 2 4 5 3 2 5 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE -- THE STRUCTURE UNDER SECTION 602 OF 12'-0" 13 2 5 6 3 2 6 BUILDING MINIMUM SPLICE 1S°,4 BUILDING MINIMUM SPLICE L2-1,4 THE NYS BC. DIMENSION (FT) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(3) PAGE: 8d NAILS EA.END DESIGNATION FOR STRUCTURAL 12'-0" 2'-072'-b" 12'-O" 3'-O" OF EA.STRAP oe 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, Ib'-o" 4'-0" ATTIC CONSTRUCTION AS FOLDLOWS TIMBER G-003moo ANC-.,HOR BOLT SFEG I F I GATI ONS ' ' ' - "F" = 20'-0" 4'-0"/5'-0" 20'-0" 5'-0" FLOOR FRAMING, INCLUDING LOCKING 2 BAYS GIRDERS $ BEAMS B 6"-I2" SPECIFICATION (2018 WFGM TABLES 3.2A 4 3.28,P. 157-160) BACK® 4'-0" o.c. "R" = ROOF FRAMING 24'-O" 4'-O"/5'-O" 24'-O" 6'-O" - CORNER s9" - "FR" = FLOOR ROOF FRAMING DATE: 04/28/23 3 OF 8 CONDITION FOR ALL STRUCTURES: • 5/b"(P ANCHOR BOLTS a 39" O.G. 25'-0" 5'-O"/6'-3" 29,'-0" 7'-0" 77 32'-0 b'-O /7-6 5:2'-0" 51-01, SECOND FLOOR 36'-0" 7'-O"/8'-9" 36'-0" 9'-O" NOTES: I.TABULATED SPLICE LENSTHS ASSUME TOP PLATE-TO-TOP PLATE BRED c CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 8'-O°/10'-O° 40'-0" II'-011 \ �( M. p W 3" SQUARE WASHERS AND END NUT SETUP; J. I. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS `,,;, � Ofi� • BACK® 4'-0" O.G. END 2.TABULATED SPLICE LENGTHS ASSUME A BUILDINS LOCATED 50'-0" 10'-0"/12'-6" 50'-O" 13'-O' n <� CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL IN EXPOSURE B rn'• STRAP w/(3) STROKE Z ,, TOP TWO COURSES 50LID ad NAILS EA. END (V 5.TABULATED SPLICE LEN&TH5 ARE BASED ON 8 FOOT WALL 60'-O" 121-011/15'-011 60'-O" 16'-01' OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY k/8; FIRST FLOOR N OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-0" 14'-0" '70'-O" 19'-O" PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR '9 03 4 5 C) T: T 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOO ) 80'-O" I6'-O" 80'-O" 22'-0" �Q�: h��'� FROM ENDS AND CORNERS (TWO a CORNERS) W WALL- I.I25 _ REFLECTIVE REFLECTIVE '~ (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 BLOCKING 2 BAYS n'WALL- I.3?5 RED PANTONE WHITE 12'WALL- IS THIS GOLUMN�w/I��TIPL�IELL BACK® 4'-0"O.G. #I S� 4. COORDINATE w/ HOLDOWN LOCATIONS 4.TOP PLATES SHALL BE A MINIMUM OF STUD SRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UP GIRDERS, 5 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A F I REBLsOGK I N0 FOR PLATFORM MOOD FRAM I NC a WORKING KNO/CEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENOINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) p AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) _______ BETWEEN 1/6 ASSEMBLY REQUIREMENTS: s 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W CONNECTION DESCRIPTION TOOETHE'.R SIDE BY SIDE ARE CONTINUOUS OVER ui BLOGKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. I'7 NON-LOAD BEARI NO WALL OFFSET FROM SUPPORT (2)RowS 10d NAILS a 12'O.C. P :. THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST UD SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. LO STUDS STB (3)ROWS IOd NAILS o 12•O.C. p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE D1 SUBFLOOR (2)ROW5 1/2" m BOLTS• 12"O.C.STA66ERED; I JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE 0� w W /SUBFLOOR C DBL.e ENDS TWO-PIECE PLATE SERVE A5 FIRESTOPPING. Q w� O SOLE PLATE BUILT UP GIRDER P � MAX.32" NAILING: SOLE PLATE v (2)ROWS 1/21 m BOLTS a I6.O.G. TWO-PIECE GIRDERS ARE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE E TO BE NAILED FROM ONE SIDE WITH IOd NAILS,TWO NEAR EACH END OF J015T SERVES AS FIRE5TOPPIN6. L e- E (2)ROWS 1/2• m BOLTS a 24"O.G. Z d BETWEEN I/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING � •C r- F (2)ROWS 3-3/8•TRUSSLOGK 5CREw5• 12.O.C. s 1/4 OF A OF I& INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. 0 w N SCREWED ON(1)SIDE OF MEMBER �C LINE; OR GIRDERS ARE TO BE NAILED FROM EACH _ _ � � X U I 6 (2)ROWS 5-3/8'TRU55LOGK SCREWS• 16.O.C. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O 0 SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" ' AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O O � �„� � IH (2)ROWS 3-3/5"TRUSSLocK SCREWS m 24•O.C. P BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FiRESTOPPIN6. - + LO JOIST SCREWED ON(U SIDE OF MEMBER _c -- - -"- - THREE-PIECE -I. FOR PLATr`ORM FRAME CONSTRUCTION: THE SOLE AND N O MAXIMUM OFFSET f(2)ROHS 5"TRU55LOGK SCREWS• 121,O.G. BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d JOIST DEPTH,d 5GREHM ON BOTH 51PE OF MEMBER 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN JOISTS MATCHED 51ZE OF BLOCKING P I NAILS ON EA. 51DE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. �Q 1 0- � 0 (2)ROW5 5"TRUSSLOGK SCREWS m Ib"O.G. 4 (\IL Jl UNDER NON-LOAD BEARING FIRESTOP LO AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INGLUDIN6 INTERMIDIATE JOINTS, AND w/ THE 3 PARTITIONS ® 52" O.G. BLOCKING S 8. THE HEADER SERVES AS FIRE-STOPPING. OTHERS STAGGERED w/ A DISTANCE OF NOT MORE L (2)ROWS 5°TRU55LOGK SCREWS O 24'O.G. BETWEEN I/6 I DOUBLE PLATE 5CRENM ON BOTH SIDE OF MEMBER s 1/4 OF A THAN 52„ BETWEEN NAILS IN A HORIZONTAL LINE. q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NO NOTE: / FOUR-PIECE CIDERS ARE TO BE A55EMLED AS { STRINGER TO SERVE AS FIRESTOPPIN6. CANTILEVERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED W/ 20d NAILS AS SPECIFIED SABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE 5PAGE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR t CONNECTION PATTERN 'B'WHEN lo•OR LARGER p• FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH • - TUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL jl� U OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P, GIRDERS ARE TO BE SECURELY ANCHORED TO � I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SUBFLOOR i SOLE PLATE 2"x4" CONTINUOUS ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR / FIRESTOPPING SHALL NOT BE REOUIRED WHEN THE BOTTOM OF ^ ^ „ ` f( IY 11 LATERAL BRACE® b'O.G. TRUSS THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING BAND BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE: FIRE-STOPPING SHALL BE J015T , 2) lod NAILS TRUSS OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G J LOADED HR CURRENTS IIOUT GI NORMAL PLATFORM FRAME CONSTRUCTION SKA6E GR OF THENTERIOR FNISH TEREON NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES,WILL SERVE 10)bd N ILIN T� RN OR D B M ( e . FLUSH B M�) -J -LOCATIONS REQUIRIJNG FIRESTOPPING- AS FIRESTOPPIN6. � NAILS FIRE- FIRE- WOOD FIRESTOPPING FIRESTOPPIN6 STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING V MULTIPLE-PIECE MEMBERS JOIST • 5d COOLER NAILS® 10" O.C. NAILED' BOLTED' ;I, 2'x4" BLOCK NAILED TO EA.BRACE 2 ROWS Ibd 5 ROWS Ibd 2 ROws X. 2 ROWS V 2 ROWS J�` VERTICAL U) �LOGKING FIRESTOPPING WHEN w/(4) IOd NAILS COMMON COMMON eoLrs•2a• BOLTS BOLTS ♦ • O.G.8TAB66 COVERING 15 APPLIED STUD 20 ga.STRAP a 12•o.G__ a 12•oG._ a 12.O.G. a WOO GYPSUM BOA TWO ROWS 12'O.G. THREE ROWS 12"O.G. JOISTS II,I'l • DOUBLE PLATE w 0 " " " " " 0 " To UNDERSIDE of 5d COOLER NAILS m 10" O.G. (10) bd NAIL BEAM SELECTION w/ 5TD. NAILING LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 /'1 JOIST SHALL BE LOCATED DIRECTLY * NOTE: ALT. FOR USE OF DRYWALL SCREWS ENDWALL STU AS NOTED IN NOTES 7 8 8 " " 0 0 0 ° o " s F �INO L�,ON I I \(J OVER STUD5,UNLESS TOP PLATE IS 4"a E06E/12"a FIELD FULLY BLOCKED I.TOP AND BOTTOM Rows SHOULD BE 2•FROM E06ES SOLE WOOD FIRESTOPPIN6 OF 61RDER 1_L_ DESIGNED TO CARRY THE LOAD SCREWS#b - V4,, TYPE W OR 5 FIRESTOPPIFI6 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 6 FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL '"lII INTERIOR STUD DETAILTHICKNESS OF THE MEMBER USE wA5HER5 UNDER HEAD AND Fill. n O 0O O O O O OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12•. O O O O 0 O O O O 'Iii 2•SPACE NOT ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. Iii TO BE FILLED % ® NONC.omec-nme FIRESToPPING FIRESTOPPIN6 ' APPROX.I INCH THICK B.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO \ BOTH SIDE OF THE MEMBER b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLEDFOR 4.O.G.NAIL SPA6I146. LOCATION 1 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING w/ -1.2 ROWS OF Ibd COMMON NAILS 02.O.CJ FOR DEPTHS 12'OR LE55 4 bd NAILS LOCATION 8 FIREsroPPING LOCATION q ® EA.END® R.R. 8.s ROM OF Ibd COMMON NAILS 02'O.CJ FOR DEPTHS OF 14•,Ib•a 15'. LOCATION 10 FULL WIDTH 2" BLOGKIN - - z O 1= vGONSTRUGTION DETAIL=S I$ Vel ND LOAD PAT# GONNEGTION DETAILSI � TOP PLATEDRILL 2"m INTO ROOF DECK FOR STRAPPIN6 INSTIL. NOT TO SCALE INTERSECTION DETAIL EX15T'OR R.R.BELOW W NEW R.R.SET w/ UPPER TOP PLATE LAPS 4 IOd NTINJOUS LOWER TOE NAIL NOTED CONT.BLOCKING A " TOP TE SPIKED TO R.R.'s ALIGN NEW 6 EX. R.R.A5 5HOWN KING STUDS PLAN VIEW NOTE: 51MILAR® SHED' WOOD JO I ST -O WOOD JO I S ROOF,R.R. IN LINE CRIPPLE STUD BLOGKI NG JOIST HANGER HEADER GENERAL REG2U I REMENTS FOR GENERAL REOU I REMENTS FOR z W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER-O WOOD GIRDER JACK STUDS WOOD JOIST O MAIN MEMBER w O JOIST FRAM I NO OVER WOOD OI RIDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPI GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: DI AM.X5 APPROX. 500 w/THE MAIN MEMBER d STARTED APPROX. X3 THE LENGTH OF THE NAIL FROM THE MEMBER END, BLETSAS i. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH' AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 110* ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THI5 APPLICATION,SHALL BE AT LEAST POOL HOUSE 51X TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD 0 WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR 905 WILLOW DRIVE DOUBLE JOIST DOUBLE JOIST -0 TOP PLATE EAST MARION, N.Y. 11939 GH I M. CHASE SECURI NO (9 STD. SIDE WALL O DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (5 NOTE: CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUD5 'TO ATTIC FLOOR 8 51-K'6 TO R/L SIDES w/STRAPPING TO R/L SIDES) O TOP PLATE 0 o-1m WIND RESISTANT GONSTRUGT I ON CONNECTORS PAGE: GHIM. CHASE WALL �Q z QG-004mOO -- �' o CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS C520 (9 21" APPLY TO EACH PAIR OF RAFTERS J ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER IL z Q DATE: 04/28/23 4 OF 8 ROOF o a t RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER l REO'D BLOCKING a PLATE-TO-WALL STUD G520 (9) I8" TO ALIGN w/STRAPPING Q w APPLY TO EACH WALL STUD ® EA. LEVEL ABOVE LU 2NDFLOOR WALLTOISTFLR WALL LFTA C520 36" O' O THE FIRST FL. ® z® � HEADER-TO-JACK STUD G520 � 12" APPLY TO EACH WALL STUD . - - . OOor FLOOR/GL6. O APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEAI✓ER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END Q3 IST. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE 9TF OF NE`�y SIDE VIEW PLAN VIEW (USE WITH 3 SOUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0E I SER AL S�M5OL <E)"" : ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING 8 STRAPPING DETAILS. EXTERIOR COLOR TO BE BLACK. **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. /� WINDOW CHART Q EXISTING TO REMAIN WHEN APPLICABLE) /� EGRESS --- - - � NEW FOUNDATION WALL ROUGH OPENING WINDOW DIMENSION Lu NEW WOOD FRAME (L.O. CLEAR TEMPERED J STL. WHEN APPLICABLE) TAG TYPE MODEL # WIDTH REO'DN 20" cc NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V HEIGHT O'D: 5.1 M WIDTH HEIGHT WIDTH HEIGHT OPEN REC�'D: 5.7 S.F. Q 4- N WOOD FRAME (L.O. STL. ID POST FOR 4 WALLS ::]E - - :][ WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL A CASEMENT G14 2'-O 4'-O 2'-O �" 4'-O" O O ': o NEW 2-HR FIRE RATED POST FOR 6" WALLS), U.O.N. HOO FRAME WHENDA PLICABLE) STL. DOOR SCHEDULE 0 .c DOOR MATERIAL X N FLOOR PLAN NOTES 0 O a, j__ O m 4-J DOOR NOTE: TAG DESCRIPTION MANUFACTURER J N NOTES a-+ 4-J Ln ra N I. INSTALL NEW INTERIOR DOORS WHEN CALLED OUT d N Cf3 I o C O .. ON PLANS BY 'JELD-WEN' (OR E.QUAL). WIDTH HEIGHT 0 l Q O 2.INSTALL NEW EXTERIOR DOOR`i WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR. EQUAL). -__ --__ _.-_ _ 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR FIRST FLOOR 5. INSTALL AS PER MANU SPEC.'S WALLS,U.O.N. 101 SWING THERMATRU 21-&" 8'-O' • 6.PROVIDE (2) 2"x10" HDR.,U.O.N. - ---- -- _ -1. SEE PAGE 0-003 FOR ALL Olt IFR FRAMING 102 OUTSWING ANDERSEN 6'-4" 8'-O" • I AOSD64b0 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.D.N. ___-_. -_-- _ =_J _ IL SMOKE DETECTOR / GO O DETECTOR NOTES: ! 103 OUTSWING ANDERSEN 6'-4" 8'-O" • A05D6480 2 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT u� SMOKE /CARBON MONOXIDE COMBINATION DETECTOR l HARD WIRED TO EACH OTHER H/BATTERY BACKUP, 104 SWING JELD-WEN U B •- 2.INTERCONNECTION BETWEEN NEW $ EXISTING DEVICES SHALL NOT BE REQUIRED INHERE EXISTING ALARMS ARE NOT INTERCONNECTED,A5 PER NY5 R314.4. 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. 4.SMOKE /GD DETECTORS TO MAINTAIN 3' MIN. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS $ OPENINGS TO BATHROOMS w/SHOWER OR TUB. 5.INSTALL ALL AS PER MANU. SPEC.'s 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR U IN COMPLIANCE WITH LOCAL CODE WINDOW NOTE: PROPOSED OUTDOOR I. ALL NEW WINDOWS $ DOORS SHABSHOWER (OPEN TO O LL E ANDERSEN ABOVE);4"x4" P.T. POSTS CASEMENT,DOUBLE-HUNG,OR GLIDING (AS NOTED). w/GEMENT SIDING < INSTALL AS PER MANU. SPEC.':. PROPOSED POOL GLADDED SURROUND 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SEE DESIGNATIONS d WINDOW SCHEDULE. EQUIPMENT n 1 3.FOR SUBSTITUTIONS, SEE NOTE #4 IN "GLASS WINDOWS W AND DOORS" ON PACE 0-002. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. O O OO 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: O 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF - t(1 SWINGING, SLIDING, 6 SIFOLD DOORS O Oi 6.2. WITHIN IS" OF F.F. O �n4 6.3. WITHIN 24" OF A DOOR - 6.4. WITHIN STAIRWAYS 9 WITHIN 36" OF A LANDINGO 6.5. WITHIN TUB/SHOWER ENCLOSURES -.7.--i - 101-0.1 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 N 13 I4 [3 -1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND _ •° . �` . WINDOWS (TYP. FOR ALL) U.O.N,.;PROVIDE AT A MINIMUM O X O Q (2) 2"x10" HEADER U.O.N. m m x �p' 4 O _ _ _ _ _ REF. _ 6 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER �-- IS IS -� - NY5 8312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS m • _ 5 CUU.FT.M . LE55 THAN 24" ABOVE F.F.,THAT ARE a ABOVE GRADE OR ADJACENT SURFACE A 2 AT THE n BUILDING EXTERIOR. I'-OOOF 104 l' EGRESS NOTE: 12 P DR. 25 5_F.. J IN COMPLIANCE WITH NEW YORK STATE BUILDING 3 CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 12 103 EGRESS SHALL BE FOLLOWED: NET CLEAR OPENING........... 5.-i S.F. R " NET CLEAR HEIGHT............... 24" MINIMUM 7 OVER-HANG NET CLEAR WIDTH................. 20" MINIMUM TYPICAL BATHROOM NOTE: ( ) O I. WALL BOARD Q I.I. INSTALL MOISTURE RE5H5TANT GYPSUM BOARD IN ALL BATHROOMS PROPOSED - O NEW ATTIC ACCE55 - PULL L)OWN STAIR: CRAWL SPACE O i -1 INFILED U POOL 284 S.F. m POOL HOUSE ATTIC FILED UNDER I. MIN. 350 # CAPACITY N 275 S.F. ` HATCH SEPARATE 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") I APPLICATION 3.DBL. FRAMING WHEN NEW OPENING �I 102 4.WEATHERSTRIP AGGE55 OPENING 3 PROVIDE R-49 INSULATION ABOVE w/ WD. FR. (OR EO) BAFFLE OR s I -1:12 1:12 RETAINER TO PREVENT INSULATION FROM ENTERING _ I DWELLING WHEN OPENED,AS PER NYS EGG 8402.24 (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE FLAT CEILING v v � THERMAL ENVELOPE OF BUILDING). ABOVE Z 2 5. INSTALL AS PER MANU. SPEG.'ss 5M/GO I 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. I-I I-I (-I I-I I-I I-1 0 A-201 A-201 A-201 A-201 A-201 A-2011 NEW PLUMBING FIXTURES: OALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. II STONE PATIO ® I crcr SEE ALSO PLUMBING GENERAL NOTES ON PACE 6-002. GRADE I I NEW TILE FLOOR: a OI. NEW TILE FINISH (H.O. TO SELECT) UPON - W 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON -- 15 IS 101 � Q :T) 3.NEW " DUROGK GEMENTE30AR17 (OR EQUAL) UPON p X O Q 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); SCREW PERIMETER OF SHEATFIIN6 6" O.G. a 12" O.G. ® m •' " ' `• '•� O INTERIOR. O1-2 NATURAL LIGHT 14 - - i4 PROJECT: PROVIDE H.O. SELECTED POLISHED STONE FINISH SLAB UPON _ _ _ _ _ _ _ VENTILATION Og COMPACTED � - - FLOOR UPON FIREPLACE LEDGE. FILL I � �- I � AREA 273 S.F. BLETSAS NEW FIREPLACE: I I FIREF�ACE 4 OI. PROVIDE NEW WOOD-BURNING FIREPLACE UNIT;H.O.TO p S.F. REQ. S.F. PRD,,. POOL HOUSE SELECT. LIGHT 21.8 S.F. 53.3 S.F. 2. CONNECT AS PER MANUFACTURER SPECS. I I I VENT 3. PROVIDE ALL NECESSARY VENTING THROUGH 800=. 4'-6" 6'1O" 9 4'-6" REQTD 10.9 S.F. 106.6 S.F. WATER HEATER o 10 NEW ER(O - "TRONIG 6000 Wm" 905 WILLOW DRIVE H2�" ELECTRIC WATER CO "1:12 1:12 EAST MARION N.Y. 11939 HEATER(OR E0.). Q I I m Q I I I. MOUNT UNDERNEATH COUNTER. f 2. INSTALL PER MANU. SPEC.'S. SLOPING CEILING SLOPING CEILING ELECTRICAL SUB-PANEL: II NEW 100 AMP ELECTRICAL SUB-PANEL LOCATION; DRAWING TITLE: ALL INSTALLATION AS PER NYS ELECTRICAL CODE. 12 CRAWL SPACE ACCESS HATCH: I PROPOSED FOUNDATION PLAN O REMOVABLE FLOOR PANEL w/350 LBS. CAPACITY. PROVIDE DOUBLE JOIST FRAMING AROUND OPENING. PROPOSED FLOOR PLAN O Q O' L J L J m NEW 6" SEAMLESS GUTTERS t DOWNSPOUTS; W-IITE 4 PROVIDE 2'm, 50 GAL. PROPOSED PROPOSED ROOF FRAMING PLAN 13 ALUMINUM (TYP) DRYWELL FOR OUTDOOR SINK; COVERED PATIO SEE AL50 SITE PLAN 14 OUTDOOR ISLAND; GUTTER HIGH POINT (TYP) IF. STONE STONE TOP FINISH a I I PAGE: UNDER-FLOOR AREA VENTS 15 I. NEW Ib"x8" (MIN. SIZE) VENT TO PROVIDE MIN. I S.F.NET / VENTILATION OPENING FOR EACH 150 S.F. OF - GRILL UNDER-FLOOR SPACE, PER 2020 IRO R408. CONNECTED TOI ON. oo 2. INSTALL AS PER MANU. SPEC'S WITHIN 3'-0" OF / z Z PROPANE LINE BUILDING CORNERS. \ \ I I / W FROM HOUSE 3. SITUATE VENTS WITHIN F.J. 5A'Y5 AND AVOID POINT LOADS FROM ABOVE. IF POINT LOADS UNAVOIDABLE, PROVIDE DBL. RIM JOIST ABOVE. I I / \ I I N DATE: 04/28/23 5 OF 8 4. PROVIDE FOUNDATION VENT NELL d COVER AT ALL 10'-O' ROP. COVERED VENTS BELOW GRADE; INSTALL PER MANU. SPECS. / PORCH FILED 1 r / I UG 1 - -- _ I I UNDER 11 HIGH EFFICIENCY LAMPS: n� SEPARATE -n I REF. - - - APPLICATION 1 �._ 7 '; LI �/� U -� NOT LESS THAN 4096 OF THE PERMANE=NTLY INSTALLED LIGHTING - �� J - FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER I � ' 2020 NYS EGG 8 2023 v R404.1 L_-J SD APC 11 HOT WATER PIPING INSULATION: MECHANICAL SYSTEM PIPING AND H077 WATER PIPING SHALL BE T' 'A INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE w� \' � FOLLOWING CONDITIONS PER 2020 N'(S EGG R403.4 $ R403.5: " � .r. r I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING �. kit T• FLUIDS >105"F OR<55"F (R403.4) ° PIPING " AND LARGER IN NOMINAL. DIAMETER 3. PIPING SERVING MORE THAN (1) DWELLING UNIT 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 6. PIPING LOCATED UNDER A FLOOR SLAB FROFOSEI7 FOUNr )ATI ON PLAN PROPOSED FLOOR PLAN �'fi�'OFOSED ROOF PLAN ®� cs�'� ' 1. BURIED PIPING 8. SUPPLY 8 RETURN PIPING IN RECIRCULATION SYSTEMS SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" OTHER THAN DEMAND RECIRCULATION SYSTEMS. BUILDING SECTION NOTES NEW ROOFING NOTE (TYP.): a CONNECTION 'A' AS O I. INSTALL NEW ROOFING AS PER ELEVATION NOTES Q PER PAGE 6-003 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 0 NEW W RIDGE 24" FROM INSIDE FACE OF STUD ALL AND AT VALLEYS W PROP_OSE_D RIDGE H_EIGHT__________________- OVER LL] ELEV. +15.6' 3.INSTALL 15 # BUILDING FELT (U.O.N.) OVER J cu 4.1/2" GDX PLYWOOD SHEATHING �(BLOCK ALL SEAMS) 12 5. GAP SHINGLE OVER RIDGE 6 HIPS (AS REQ'D) " Q t N -7 I 6.PROVIDE RIDGE VENT(AS REOV) (ifc L0 CONNECTION 131' A5 / GO-ORDINATE BIRDSMOUTH 'f. FLASH ALL VALLEYS PER PARE 6-003 f1/ ATTIC \\ TO ENSURE R.R. NOTCHED lb.INSTALL DRIP EDGE AS REQ'D O NEW R.R. TO G.J. /%\_j LESS THAN 25% OF q. INSTALL ALL AS PER MANU. SPEG.'s o RAFTER DEPTH (TYP) PROPOSED TOP PLATE -_-_-_-_ r O TYPICAL ROOF 8 CEILING CONSTRUCTION: 0O 07 Z O • NEW ROOFING AS NOTED '""' i b ELEV. +10.5' . 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD .� (.0 V SEAMS) • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER 0 O x0 4-JCV 2 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) -- ------- ---- ----------- ---- ----- ---- ----- --------------- --- • PROVIDE R-4q BATT INSULATION WHEREVER ALLOWED -I--' (] m 4-J — — ----------- -------------- ------------------ ------_.------- 3 PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE 7" C] Q cc --- - THK. SPRAY FOAM INSULATION (R-4q ® R-1/INCH) Q .-- in: o -- -- ------- -=--- - • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES _ - --- - - -- ---- ----- ------ , POOL 4 _------- _ = --- - _- -=_--------_-__-_------_--_-.-----_-:: _:_=-___-__ CONNECTION E AS ------ 1 PER PAGE 6-003 HOUSE 3 NEW EXTERIOR WALL CONSTRUCTION (TYP.): -- - ----- - ---- -- - - - _- -- -- -- -- O NEW STUD TO SILL "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON PLATE 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD SEAMS) UPON - ----- - -- -- --- --- ------ - -- _ --- - -- --- - - - _ 2 "xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE PROPOSED FIRST FINISHED FLOOR MIN. R-21 BATT INSULATION ELEV. +0.4' 5/8" 6YP5UM BD. WALL FINISH STONE FINISH UPON NEW SIDING NOTE (TYP.): \ m 2" SAND BASE1. NEV4 1 1 3 SIVINO AS NOTED BASELINE -- 1 ---- - -- - -- - O 2. STALL HOUSE WRAP(OR AON ELEVATIONS 4_ ELEV. +0.0' S . 3.INSTALL ALL AS PER MANU. SPEC.'S U . COMPACTED 4.PROVIDE ALL NECESSARY TRIM FOR PROPER n l CRAWL O CONNECTION 'DI' AS AOORE&ATE 5. 5 D NOLATION SHALL EXTEND TO TOP OF FOUNDATION WALL W PROP. MONOLITHIC PER PAGE 6-003 SLAB _-_� SPACE in NEky FLOOR ASSEMBLY 5 2 ELEV. -1.3' TO SILL PLATE TYPICAL FLOOR CONSTRUCTION: "�'—J W O O I. TIL FINISH (H.O. TO SELECT) UPON ■ 2. ONE LAYER THINSET (LEVELED PROPERLY) UPON 3. 4" DUROGK CEMENTBOARD (OR EQUAL) UPON -- -- 4. 3/4" T46 COX PLYWD. SUBFLOOR GLUED 4 SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL SEEC:TI ON I�I/A-20 1 'X' BRACE ® MIDSPAN i. 102 L 03 6. MIN. R-30 BATT INSULATION (ONLY BETWEEN FIRST L___1 F.F. SCALE: 1/4" = I'-O" FLOOR AND FOUNDATION) ——— 1. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS • NEST ELEVATION l (R I O HT SIDE - FAC I NO POOL) � SCALE: 1/4" = P-O" OnQ PROVIDE 3" (MIN) GONG. COVER OF ALL REBAR WITHIN P. GONG. PROVIDE STRAPPING d NAILING FOUND. WALLS d P. GONG. FTG'S. AS PER CONNECTIONS 'D' d 'E' IN ELEVATION NOTES "TYPICAL NAILING/STRAPPING REQUIREMENTS FOR UPLIFT, NEW 2"xb" (BELOW STUD) d 2"x4" TYPICAL ROOFING: SHEAR, 4 LATERAL RESISTANCE" (BELOW F.J.) P.T. SILL PLATES O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM ON PAGE D (A APP JOISTUPON SILL SEAL UPON COPPER CONSTRUCTION STANDARDS STUD (AS APPLICABLE)) TERMITE SHIELD; WHERE FOUNDATION WALL 2. H.O. TO VERIFY FINAL COLOR $ MA17ERIAL SELECTION PROVIDE INSULATION PARALLEL TO F.J. ORIENTATION, O z BEFORE INSTALLATION BETWEEN CAVITIES OMIT F.J. SILL PLATE d 4" LEDGE tl1 PER ENERGY TABLE ARCHITECTURAL 50 YR. ASPHALT SHINGLES; m (WHEN APPLICABLE) NEW 5/8"cD HOOKED ANCHOR COLOR TO MATCH MAIN DWELLINO b 6 BOLTS w/3" SQUARE WASHER d NOTE: RIDGE BD. RIDGE BM. FLOOR SYSTEM AS ENDNUT;SPACING AS INDICATED ALL P. GONG. SHALL OPROVIDE CONGEALED FLASHING AT ALL ROOF - - - NOTED ON PLAN\ ON 6-003 FOR STUD WALL +# ® BE 4,000 PSI (MIN.) 2 INTERFACES. 48" O.G. FOR F.J. PLATE _ ASPHALTIC DAMP STONE ATTACHED TO GONG. P TYPICAL 51DINO: - -- -- -_ --- PROOFING TO EXTERIOR STONE PATIO OI. SEE NOTE AT BUILDING SECTION FOR MINIMUM _ --- -____ -___ _ ___ _- - _. �- al PER MANU. REQ. BEND REBAR FLOOR TO BE CONSTRUCTION STANDARDS ==- - -_-- ___- _--__ _ - = z (1) #4 REBAR TO SLAB SELECTED BY 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION ----- --- ----"- -- - ----- - -- r olGRADE CONT. ® TOP HOMEOWNER G.J. BEFORE INSTALLATION - -- __ _ — _- -- PERIMETER DRP. $M. BEYOND STUCCO; H.O. TO PROVIDE COLOR r 4 �\ j� �r r- - __• 11' _ 2014 J• \ \ #4 HOOKED VERT. REBAR ® 48" O.G. G II - =ry0 Q 1� /\\/\\/\\ \/\4 P GONG SLAB H/ �/ NEW 6" SEAMLESS GUTTERS 4 DOINN5POUT5; WHITE 4 e II — ,- ;; / O4 P. GONG. FOUND. WALL (MIN. 4,000 PSI) ^II° X =d I \ \\ \\ \\ �b xb"-10/10 W.W.M. a Q « GOMPAGTr=D FILL \� ALUMINUM (TYP.) II �-� � • / / / / / •� � � � � / Lu \/\/\/\/\/\/\/\/\/\/\/ 10" (WALL PERPENDICULAR TO I - #5 REBAR ® 36" O.G. \ \ \ \ \ \ \ \ \ II - /\/ \ OFIREPLACE 4 CHIMNEY FINISH TO E3E STUCCO; JOISTS, AS SHOWN);5" WHERE WALL 1. //\//\//\//\//\//\//\//\//\//\// 20" MIN. MATCH COLOR WITH HOUSE _- PARALLEL TO JOIST ORIENTATION e ; II a \\ \\ \\ \\ \\ \\ \\ \\ \\ \� (COORDINATE w/ N ROOF VENT HEIGHT: - // // / // // // // // // �/ H #4 HOR. CONT. REBAR® TOP � 11 � 8�� K' P. '° n�I \ \/\/ �\\�\\/\\/ \/\/\ FTG. PLACEMENT Z GONG. WALL II II ; \ \ \ \ O VENT SHALL EXTEND MIN. 3'-O" VERTICALLY ABOVE THE BOTTOM OF WALL (2 TOTAL)\ All — 11 IE //�// //COM ILLTED j //j/\� POINT OF ROOF PENETRATION 3 MIN. 2'-•0" VERTICALLY <°. 11 a — # , 11 II 111\ \\ \\ \\ \� (V 0 P. GONG. CONT. FTG. (MIN. 4,000 PSI) 5 BENT REBAR 111 v/\ / �; O ABOVE ALL ELEMENTS WITHIN 10'-0" MEASURED _ - \ . II / HORIZONTALLY, AS PER NYS RG 62421.5.3 -- --- - -- 4" P. GONG. SLAB 1 z Ipll -N/\ \ \\ \\ \\ \ \ \ � FINISH LEII DGE . - 101j�a CONT. BOTTOM VIII m //\//\ \//\//\/ FLOOR ii\ i \i STONE PATMO #4 REBAR AII <..,. e . -- --_ -_ - a I I I I \/\\/\\/\\/\ /\\/\\/\\/ iii\ lJ U U U LJ` _ II - O' Ib" WIDE x 8" DEEP \//\//\//\/ \ L . .c' J . _ i to P. CONG. FTG. I j` /\/\\/ e• }e dJ \ // // NORTH OilRO�iT SOUTH ELEVATION (REAR) 6 MIL POLY m ° - . \\ �\ I `�ORTI I EL ( ) ( ) MOISTURE RETARDER � (3) #5 HOR. Ip 1 14" GRAVEL BASE' 3" ( I I 3" I I REBAR JJ� « SCALE: I/4" = I'-O" SCALE: 1/4" = 1'-O" ( 1 1 1 '_4" m i3) #5 HOR. CONT. REBAR �„ - PROJECT: PROP. GLEAN - COMPACTED B L ETSAS COMPACT FILL FILL FOUNDATION NALL DETAIL rfFIREPLACE HEARTH DETAIL F I REFLACE DETAIL POOL HOUSE A-201.00 SCALE: 5/4" = 1'-O" A-201.00 SCALE: 3/4" = I'-O" JA-201.00jSCALE: 5/4" = 11'-O" 905 WILLOW DRIVE EAST MARION, N.Y. 11939 2'-0" LAP DRAWING TITLE: #5 REBAR(TYP.) 2'-0" LAP (TyP) PROPOSED ELEVATIONS b (TMPD PROPOSED SECTION -- -- ------ -- - — --- ----------- -------- ------------ ------ ---------- - ------ s — -- --------- -------- _--fi -- - —== -+- DESIGN DETAILS - -_ — — — - ------- - - -- -- - -- - - --- -- --- - - -- -- - - _ I I I II --------- ---- -----------t-- -- I _ I I I II II III100 I I; II ■ I I I I I #5 REBAR(TYP) 0- <Q J 0 I I li #5 BENT #5 BENT REBAR (TYP) REBAR ITYPDATE: 04/28/23 6 OF 8 l i l I .) , iv li I I � li I I LLd i i i II `) I I I I I �•-. I I VSD APC F.F. __ t ' �''> �C- 'T' CONNECTION CORNER CONNECTION ` r �A EAST ELEVATION (LEFT SIDE) a /� ` / /� SCALE: 1/4" = 1'-0" -4 REBAR O Y ERLAF DETAIL A-201.00 0 gin` '' ,t,�'� SCALE: 5/4" = 1'-0" '�' ELEGTP,I(f,AL 5)"MBOL KE1': Q TYP. ROOFING(SEE RECESSED HIGH HAT FIXTLRE 120V DUPLEX OLMLET SECTION NOTES) SOL G M5�rl�VNaDpEI � TYR. ROOF GON5TRUGTI ON � R. 120V DUPLEX FLOOR DUTLET MOISTu2E RMISTANT LWW PIMP E Ld W (SEE SECTION NOTES) PROVIDE 51MPSON G520 220 TH 5 FS�TION M STRA RIDGE POST BNL PL�� I 120V 6RO"vtrLEx OUTLET ITrrEm�Pr StRIa Rs S! TIONMOLNI'mFIXTu� Q c Ln DROPPED BM., d H2.5A �(L RAFTER TIES CONNECTING EA. R.R. TO DROPPED IBM. —— — — I20V fl FAULT oTI� NC r/ INTERIOR WALL SCONCE O W'/6F.1.ITER PR0PRO0F DI1Pl.EX OUTLET OI'WR5 SF1FGTION w � co BEAM SUPPORTING RIDGE WALL MOUNTED LI6HT FIXTURE. 0 L POST AS PER PLAN © J W-TION BOX OR POW EXTERIOR TO BE MOISTURE = N� PROVIDE "ABE5G0 FP200 FR FOR FIXTUR.E/APPLIANGESI E RSTANT-OMMSSELECTION EXPANDING FOAM" (OR EQUAL) 140SINGLE POLE SWITCH FwOFTSX T UeW e- Z AT ALL PENETRATIONS IN FIRE �D DOOR srarcH FIXTURE 0 .p N RATED WALLS AND 50 C.F.M.EXHAUST FLOORS/GEILING5. PRODUCT B ® X CONFORMS TO ASTM E 814, HARD wIRE�SMOKE SO C.F.M.EXHAUST c 3 FASCIA BOARD ATTIC/ROOF MULTIPLE POLE SHTOH FAN w/DAMPER J1 U ASTM E 84, AND UL 147q ul DROPPED BEAM O BDETE TO w/BATTERY FAN w/LIGHT t DAMPER L I ♦� c . p .. AS PER PLAN LEGEND o GARAGE DOOR OPENER o STRIP ueHnN6 -1-r O O 'c-' PERMAGAST COLUMNS AS PER PLAN I-------A 5�U1�VLlYATER � OCEILINS hf8t5FA EO-16 /1 \ I� G o W "SIMPSON" P064 (FOR 5 PLY BM) POWDER ROOM POOL HOUSE W OR "SIMPSON" 6052-2/4 (FOR 2 PLY BM) POST GAPS •.-.•-•. GOLD WATER Qr SUPPLY 0 tL I OUTDOOR PROPOSED SHOWER COVERED I I I j PATIO IL I v I XI !v W.G. - x1 Iv Q4 U cVl !� to cVl I� ELEG. � x I COVERED PORCH DETAIL Lt ?A-301.0050ALE: 3/4" = I'-O" NOTE: i i I SHOWER ALL PLUMBING WORK I I I • t GRAWLSPAGE SHALL CONFORM TO LOCAL PLUMBING CODE \-TO DWELLING, O, COLUMN AS PER THEN TO U PLANS; INSTALL AS PER MANU. PRIVATE WELL SPECIFICATIONS RISER D I AORAM — NATER SUPPLY � Q GRADE SCALE: NTS 1:2"0 'SONOTUBE' FILLED III ' SOLID w/ P. GONG. II IL (MIN. 4,000 PSI) {I II' � _ !JB U REF. r III z • — (2) #5 BENT REBAR EL J 0 NEW IS"x18"xl2" DEEP P. GONG. PAD FTG. 1�:J L-0L (MIN. 4,000 PSI) • . •. / \ 4" FRESH AIR VENT I m 1 I NEW(2) #5 HOR. J THROUGH ROOF ( I l x3 ,r REBAR UPON (2) #5 HOR. REBAR(4 TOTAL) I � FER1�AOAST GOL. FTO. DETAIL. I PROVIDE 'ABESGO FP200 FR O �-301 00 EXPANDING FOAM" (OR EQUAL) \ - I AT ALL PENETRATIONS IN FIRE \ SCALE: 3/4 1'-0" RATED WALLS AND < ATTIC, FLOORS/CEILINGS. PRODUCT I HATCH 2" _ 2" CONFORMS TO A5TM E 814, I L — 1 I POWDER r- -- I POOL HOUSE ASTM E 84, AND UL 147q / I ROOM I I 13 1 12" "x4" P.T. POST 2"1 4 2"1 1 ` I 1 I GLEAN OUT OUTDOOR \ I GEMENT SIDING C.LADDED F I I 3" 1 AS REQ'D SHOVER PROPOSED \ I SM/CO SURROUND (COLOR TBD) a 1 I 1 COVERED \ I IL PROVIDE F.A.I. PATIO I \ f STONE PAVERS ® W G "SIMPSON" ABA44 SHOWER FLOOR 14„ 14" \ \ I ® COLUMN BASE FINISHED GRADE II G.O. SHOWER1'�� Z w 4 of I 5"(P '50NO-MBE' FILLED II SOLID w/P. GONG. Ul 4" DRAIN NOTE: G.O. 2 V (MIN. 41000 PSI) a ALL PLUMBING WORK CONNECT TO TO 1 _ A. _ GRWLSPAGE SHALL CONFORM TO I I LOCAL PLUMBING CODE 4 SANITARY PIPING OF POOL 50 DWELLING (ROUTED HOUSE GAL. I I �— m TO SEPTIC SYSTEM) DRYWELL DRYWELL I I I \ Lii RISER D I AORAM — DRAIN / NASTE / VENT SCALE: NTS I \� PROJECT: OUTDOOR SHORTER DETAIL— I „ _ ,_ I I ' I i ' I I BLETSAS A-301.00 SCALE: 3/4 - 1'-0" I I I I POOL HOUSE \ I I 905 WILLOW DRIVE EAST MARION, N.Y. 11939 II I � II 0 DRAWING TITLE: \ i I DESIGN DETAILS ATTIG/ROOF RISER DIAGRAMS \ NOTE: PROPOSED ELECTRICAL PLAN II �� ` II ALL PLUMBING d PIPING PENETRATIONS: FUEL OAS WORK I — I \ /6F1i I. PROVIDE "ABESCO FF200 FR SHALL CONFORM _ PAGE: EXPANDING FOAM" (OR EQUAL) TO LOCAL ® I ---- AT ALL PENETRATIONS AT WALLS PLUMBING CODE b a AND FLOORS/CEILINGS. FUEL GAS — _ — �_— =1" _ 2.PRODUCT CONFORMS TO A5TM E 514,ASTM E 54,AND UL 147qA-301m00 VERIFY SIZE W MANU. OUTDOOR DATE: 04/28/23 7 OF 8 GRILL GRAWLSPAGE ' PROPOSED EL ECeTRIG PLAN �b�A c�y� TO DWELLING, - � ,�, G THEN TO B 0 URIED SCALE: I/4 - i o �<tr ,, j> C� PROPANE TANK is a j` k1" ATF 037401b A04- RISER D I AORAM OAS SUi= FLY OF X10 SCALE: NTS (5ENERAL ERAL 5`*"rI " I50L <E)"' : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) EXISTING TO REMAIN Q �{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu STL. WHEN APPLIGABLE) W CD NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL V J � WOOD FRAME (L.G. STL. POST FOR 4" WALLS Q c N WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED (fl WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) CL. � (9 P05T b COLUMN DESIGNATIONS: c x0 � CM STRUCTURAL PLAN NOTES P05T5 8 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O O C9 M AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY -r- O ' OSINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES f STANDARD c Q ccca ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REOUIREMENTS. Q `" n- G O ABOVE INDICATED PO5T5/BEAMS. OSTACKED POST/COLUMN: ffj_ a (2) 2"x4" POST g2 (2) 2"xb" POST LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR BELOW/ABOVE. NEW UN-REINFORCED P. GONG. SLAB A3 (3) 2"x4" POST B3 (5) 2"xb" POST O I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 2. 6 MIL POLY VAPOR BARRIER UPON MR-H (4) :2"x4" POST B4 (4) 2"xb" POST 3. 4" (MIN) GRAVEL BASE HOLDOWN (FOUNDATION TO IST FLOOR)_ 2" 48 HOLDOWN 'B' AS PER PAGE G-003 (5) 2"x4" POST B5 (5) 2"xb" POST3'--!" 3'-8" O NEW ATTIC AGGE55 - PULL DOWN STAIR: r 1 I. MIN. 350 # GAPAGV ITY 3-1/2" O.D. SCH 40 5-1/2" O.D. 50H 40 B B 2.SIZE TO FIT MECH. EQUIP. THRU OPENING- (MIN. 22"x30") STL. COL. (ASTM (fin STL. GOL (ASTM ^ , 3.DBL. FRAMING WHEN NEW OPENING - 1-1 AI23) BY SIMS `"' LL--1� AI23) BY SIMS II W 4.WEATHERSTRIP AGGE55 OPENING d PROVIDE R-4q STEEL (OR EO.) STEEL (OR EO.) _ M INSULATION ABOVE w/WD. FR. (OR EO) BAFFLE OR O l 1 1 RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, AS PER NYS E00 R402.2.4 (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE POURED CONCRETE AND STEEL REINFORCEMENT NOTES: THERMAL ENVELOPE OF SUILDING). 45 5.INSTALL AS PER MANU. SPEG.'s 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENTEl C3 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. •• • ' 4B - - - - - - - FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND _ _ _ _ _ _ _ _ _ _ _ c DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. O6A STRUCTURAL PERMAGAST COLUMN (8,000 LBS): - - - - - - - - - I I �_-� O ® REF I ( STRUCTURAL SOUARE PERMAGAST COLUMN w/MIN. 8 dJ 8,000 LSS LOAD SEARING CAPACITY. BEAM 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION SHALL BE DE-Wa • ATERED. THE POUR SITE SHALL REMAIN DRY FOR 12 PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF I COLUMN, A5 PER MANUFACTURER SPECIFIC=ATIONS. ENTTIRE T RE OF OUR. CONTACT ARCHITECT WHEN WATER IO„ dJ I I o Q PERMAGAST COLUMN FOOTING (PAD FTG.) I I x 2'x8 G.J. I O n n, bB PERMAGAST COLUMN UPON 12"4P P. GONG. 50NOTUSE 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. il A P DR. RM. ® I6" O.G. I +ice ® rUPON "xI5"xI:2" DETAIL b/A 301.DEEP P. GONG. FOOTING AS PER 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT I - - - I 25 S. J I tiro rY+wry I I 0 8 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. A2 O16'x8" DEEP P. GONG. CONTINUOUS FOOTINGS AS 2 2"x10" F.J. I I I PER DETAILS I/A-201 d 2/A-201 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED ® I6" O.G. (2) I.-15"xq.5" T.J. 2.0E MICROLLAM LVL p CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT I I UPSET BM. BELOW POST TO HIPS ABOVE _ x OTYPICAL P. GONG. FOOTING 4: WALL CONSTRUCTION: NEED TO BE EPDXY COATED. 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD S 8 SILL SEAL;2"x4" P.T. SILL PLATE ® LOIqER SHELF b. U.O.N.,RESAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 3 I I N I II (WHERE 4" LEDGE INDICATED). SHALL BE STAGGERED. q ' I I 2"xl0" R.R. 2"x10" R.R. 5 N I ® I6' O.G. ® 16" O.G. ANCHOR PER FA6E 0-005 • P. ONG.BFOUND.A CONC. HALL AS PER DETAIL I/A-201 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE INPROVIDE ) _ _ • P. GONG. FTG. AS PER DETAILS) NOTED SEPARATELY PLACE AT TIME OF POURING $ MAINTAIN REQUIRED CLEARANCES, i KING STUDS AT EACH COVERAGES,AND PLUMBNESS. CRAWL SPACE • ASPHALTIC, MASTIC DAMP PROOFING TO EXTERIOR HEADER, BETWEEN • S.O. FOOTING 5'-0" BELOW GRADE MIN, t(1 28q S.F. POOL HOUSE ATTIC DOORWAYS. FASTEN • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN 8 CONCRETE °I-L CONFORM TO ASTM G-33 FOR STANDARD WEIGHT I ° I 2-13 S.F. i- HATCH HEADERS w/SIMPSON I m APPLIGABLE) HU0212-2 HANGERS Lu • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS STOOPS (WHEN APPLICABLE) I q I '1:12 ry T:I�_ • MASON TO ACCOUNT FOR FINISH STONE: ON THIN SET FOR HEIGHT OF WALL b SLAB (WHEN Ai'PLICASLE) CONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE I - 2"x10" F.J. cV I x _ Oq PROVIDE 4" SHELF FOR F.J. SEARING I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I ® 16" O.G. x ry CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPEF.ATURE I '• ° CLOSED FOUNDATION HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 10 ® EXTERIOR FIREPLACE HEARTH: 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. I f I. SEE DETAIL X/A-XXX. " 2'x10" JOISTS ® I6" I 2"x8" G.J. 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 10 AWAY 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL FROM BUILDING d O.G. STACKED UPON ® I6" O.G. 3. FOR 5LAB5 ABUTTING FRAMING, INSTALL GOPPER CONFORM TO AGI 306. 4" 5UB-FLOOR TO CREATE FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, CFIPLACE LEDGE4. IN NO CASE SHALL CONCRETE SE PLACED ON FROZEN GROUND /BED ALL FLASHING IN ASPHALTIG MASTIG SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL BE TEMPERATURES WITHIN 10° F OF CONCRETE. dJ 8 (2) 2"x8" HDR. ® 2"x10" R.R. 2"x10" R.R. DOWELED w/#5 ® 8' O.G. VERTICAL TO EA. OTHER d - - - _ - FIREPLACE OPE=NING O.G. ® I6" O.G. TO MAIN FOUND. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. , -- - -- REMOVE AS REO'D. - - : . 4B - - - - - - - - - - II FOUND $ POSTS FOR OUTSHOWER: - � • ` - - - 4"x4" WD. P.T. POST d 8"0F. GONG. PIER bF_. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE � � STEP UP FOUNDATION x8 4B SLAB UPON WALL A5 REO.'D BY AS PER DETAIL 7/A-301. PERMITTED WHEN NECESSARY. s FIREPLACE HEARTH CRAWL SPACE AGGE55 HATCH: ° FILL E- 12 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33 FOR HIGHER tf1 I I - (3) 1.'15"x tCR LVL SM. z REMOVABLE FLOOR PANEL w/350 LBS. C=APACITY. AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. L - - - -1 SEL POST TO RIDGE SM. ABOVE; A2 w INSTALL A OVE PERIMETER DROPPED BEAMS PROVIDE DOUBLE JOIST FRAMING AROUND OPENING. I 10 m 2 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 41 tp �p J Q Q O U q. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE w 0.0.I Q - PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 =N 4'-b" 6'-O" 4'-6" 0. (ASTM 04114/04014M,TYPES G AND E). _ _ - _ _ 0 A J w 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL tV Li � AREAS EXCEED ONE SQUARE INCH. N ry I _ c'1:12 A Lill 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED -� a TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HA5 REACHED A COMPRE551VE STRENGTH OF 800 PSI. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. ' n P R OJ ECT: SOIL BEARING CAPACITY NOTE: KI LJ L J BLETSAS F -1 h STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501L N N �! BEARING CAPACITY OF 1.0 TON/S.F. 6B 6B =Q PROPOSED = X \ F COVERED PATIO f_LU POOL HOUSE m<m 345 S.F. m Q M �- 7}f15 501E SEARING CAPACITY SHALL BE ACHIEVED BY \N�Ca(�b \ to 1 a [p a EXCAVATING THE EXISTING BROWN SILT LAYER UNTIL \O\O\� OO tu Q O Q 2"x10" R.R. N BROWN SILTY SAND WITH GRAVEL STRATA ('SM' SOIL TYPE) �p i 1 O Q h h p to O ENCOUNTERED,AND THEN BACKFILLING (IF REO.D) USING b�Q� \.\' ci a Q N a Q ® I6' O.G. 2"x10" R.R. GLEAN ENGINEERED FILL,COMPACTED IN 6' LIFTS,UNTIL oF` I p a - - - -i.O-•a ® 16" O.G. 905 WILLOW DRIVE THE DENOTED FOOTING BEARING DEPTH 15 REACHED. SEE / F Q w 0. r- (5) I.?5"xq.5" T.J. 2.OE MICROLLAM LVL SM. h aQ W a PROP. I u, a o BELOW POST TO RIDGE BM. a HIPS ABOVE; - a EAST MARION N.Y. 11939 ALSO TEST HOLE DATA ON PAGE 6-001. I J in If m �� Z INSTALL ABOVE PERIMETER DROPPED BEAMS ry�N tb Z ! I XJQz z�Qz r: --I -tom-QUO I °Q ,� +'� DRAWING TITLE: - Y PROPOSED STRUCTURAL PLAN / Q� Qo! r bB bB 0.Q EllcV n r J L � ©� ©� - / I 1 (3) 2"x12" DROPPED SM. El L 14'-2" L � PAGE: S 10 In 0 0 - FROFOSEID FOUNDATION STRUCTURAL PLAN PROPOSED FIRST FLOOR STRUCTURAL FLAN PROPOSED ROOF FRAM I NO PLAN DATE: 04/28/23 8 of 8 SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" >� M. ;N "P "�T Ti � Ki itll II ov