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HomeMy WebLinkAbout50483-Z 7 -w. 7 -4 g 4, LT 4- .41_*�,�0- 4 �4 12, 4 J, A 77, 77, F"I IN, N of 7", 7� 450 PARADISE POINT ROAD , NEWYORK 11971 :7 i :7 r 7777 7 7 7 'A I 'A t4 4 Bruce Nagel Partners Architects -7 A A, 20 PROJECT INFORMATION DRAWING LOG DATE OF ISSUE GENERAL NOTES SCTM: S.C.T.M. 1000-093.00-01.00-003.000 1. DIMENSIONS ARE BASED ON A FIELD SURVEY CONDUCTED BY THE ARCHITECT, NO DEMOLITION WAS PERFORMED TO CONFIRM 19. EXTERIOR GLA I SS PANELS,WINDOWS,AND DOORS SHOULD BE IN SOUND CONDITION,SECURELY INSTALLED,AND CAPABLE 40. CONTRACTOR SHALL DETERMINE WHETHER THE EXISTING ELECTRICAL SERVICE IS SUFFICIENT TO SERVICE THE NEW ADDITION AND EXISTING STRUCTURE FOR REQUIRED PERMIT AND THE ARCHITECT DOES NOT ASSUME RESPONSIBILITY FOR THE STRUCTURE. OF TRANSFERRING WIND LOADS TO THE SUPPORTING STRUCTURE. WINDOW AND DOOR WIND PANEL PROTECTION(IF SHALL NOTIFY THE OWNER ACCORDINGLY, ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITER APPROVED. INSTALL AS PER CD LU PROJECT DISCRIPTION NEW RESIDENCE 0 PART OF DRAWING ISSUE (NEW OR REVISED) I— = REQUIRED)SHOULD MEET LOCAL BUILDING CODES,AND REQUIREMENTS OF THE HOME OWNERS INSURANCE REPRESENTATIVE. OWNERS DIRECTION ANY AND ALL INTERCOM,TELEPHONE,AND OR TV ANTENNAE WIRING IN WALLS PRIOR TO INSTALLATION OF :C ��jj I— Cn CL. C) 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE TOWN OR VILLAGE PRIOR TO STARTING WORK(IF CONTRACTOR TO SCHEDULE WALK THROUGH WITH INSURANCE REPRESENTATIVE(PROVIDED BY OWNER)TO VERIFY THAT WALLBOARD. ALL TEMPERATURE CONTROL WIRING SHALL RUN CONCEALED IN WALLS,FLOORS,AND OR CEILINGS. VERIFY OUTLET, 0 INCLUDED FOR INFORMATION ONLY (PREVIOUSLY ISSUED) EQUIRED). INSTALLATION CONDITIONS WILL BE HONORED THROUGH THE CHOSEN POLICY. WITCH,AND LIGHTING LOCATIONS OWNER PRIOR TO INSTALLATION. LU R LU ZONING R-80 U_ CD = ;� 3. CONTRACTOR OR OWNER SHALL OBTAIN REQUIRED APPROVALS,PERMITS,CERTIFICATES OF OCCUPANCY,INSPECTION 20. FURNISH AND INSTALL SINGLE STATION SMOKE DETECTING ALARM DEVICE IN COMPLIANCE WITH NY STATE BUILDING 41. IF ANY INFORMATION IN THESE GENERAL NOTES CONFLICTS WITH THE SPECIFICATIONS,THE SPECIFICATIONS SHALL TAKE PRECEDENT. APPROVALS,ETC.,FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THERE OF, CODE. co no m m LOT AREA 109,558 SF (EXCLUDING BEACH, TOTAL SITE AREA 101,560 SF OF BUILDABLE LAND) ci� I ;i ",T r__ L� .4- C� 42. SAFETY AND OSHA REQUIREMENTS: C ,2 co U-) to 4. WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE,AND RULES AND 21. MAINTAIN A 2"MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING MEMBERS AND FIREPLACE OR CHIMNEY 1. MAINTAIN ON SITE THE OSHA SAFETY MANUAL AND ALL REQUIRED SAFETY AND INJURY FIRST AID EQUIPMENT. 19 C:) C11j m co co co co m co REGULATIONS OF THE TOWN OF JURISDICTION. MASONRY. LOT COVERAGE TOWN OF SOUTHOLD: MAX ALLOWED COVERAGE = 20% OF BUILDABLE LAND (20,312 SF) PROPOSED COVERAGE 9,305 SF 9.2% DWG NO. DRAWING TITLE . . . . cli cli C"i " 2. CONDUCT REGULAR SAFETY MEETINGS TO ENSURE THE SAFETY AND PERSONNEL USING THE OSHA GUIDELINES, C= CD CD cli C\j " " CNJ " c1d CNJ CONSTRUCTION SAFETY ORDERS,INJURY AND ILLNESS PREVENTION PROGRAM([IMP), PERSONAL KNOWLEDGE,TRAINING GOOO COVER SHEET 0 0 0 0 0 0 0 0 0 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS,THE 22. FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR BLOCKING 9 INTERVALS NOT EXCEED ING 8 FEET. SESSIONS ETC.UNDER THE GENERAL DIRECTION OF THE CONTRACTOR. ALLOWED COVERAGE WITHIN 300 FT OF WETLAND BOUNDRY = .20 x 46,649 SF = 9,330 SF (20%) PROPOSED 8,980 SF (19.2%) CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE AND 3. GENERAL CONTRACTOR MUST MAINTAIN RECORDS OF SAFETY MEETINGS TO VERIFY COMPLIANCE WITH IIPP,OSHA, CONTINUE WITH THE WORK,THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. 23. DELETED ,6000A,v-vA­#%6000ommmft% - A001 SITE PLAN 000 0 0100 0 GUIDELINES,CONSTRUCTION SAFETY ORDERS AND SAFETY RELATED REPORTS AND RESPONSE. GROSS FLOOR AREA MAX ALLOWED GFA = 101,560 - 80,000 = 21,560. 2.5% of 21,560 = 539 SF , + allowed 7,100 SF 7,639 SF MAX. A002 ENLARGED SITE PLAN -6-6-6-6 010 0 --6- 6. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING. 24. RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH HURRICANE CLIPS @ 16"ON CENTER. 43. FLOOR JOIST SHALL BE TRUS JOIST INTERNATIONAL(OR EQUAL)I-JOIST FLOOR SYSTEMS SIZED PER SPECIFICATIONS HEREIN. PROPOSED GFA (EXCLUDING BELOW GRADE FINISHED BASEMENT AREAS) = 7,605 SF ( COMPLIES Al 00.1 FOUNDATION PLAN 0 00-0- 7. FILL AND BACKFILL MATERIAL OBTAINED FROM ON SITE CUTTING OR SOURCES LOCATED AWAY FROM THE CONSTRUCTION SITE 25. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. ARCHITECT HAS BEEN RETAINED Al 00.2 -BASEMENT PLAN 010 00 44. PVC VENT PIPES THAT PENETRATE THE ROOF SHALL HAVE A LEAD COATED COPPER SLEEVE THAT SHALL WRAP THE PIPE AND TOP A110 FIRST FLOOR PLAN 0 0 0 0 00 _--ro SHALL BE CLEAN SAND,GRAVEL,EARTH,OR A MIXTURE OF THESE CONTAINING MINIMAL ORGANIC MATTER WITH A MAXIMUM SIZE FOR ON SITE INSPECTIONS AND CAN CONFIRM DIMENSIONS IF NECESSARY. EDGE,AND BE PROPERLY FLASHED INTO THE ROOFING FINISH MATERIAL. FINISHED AREA PROPOSED TOTAL OF FOUR INCHES. -6 0 26. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT 45. CONTRACTOR SHALL PROVIDE A MAHOGANY H-FRAME FOR THE ELECTRICAL SERVICE METERS AND ANY OTHER EQUIPMENT ON THE A120 SECOND FLOOR PLAN : 0 00 SQUARE FOOTAGE LOWER LEVEL 2,276 SF A130 ROOF PLAN 8. COMPACTED FILL UNDER SLAB ON GRADE SHALL BE WELL GRADED SAND OR"BANK RUN"GRAVEL FROM SITE OR SOURCE WHETHER THE PROJECT FOR WHIGH THEY ARE MADE IS EXECUTED OR NOT, THEY ARE NOT TO BE USED ON ANY OTHER EXTERIOR OF THE BUILDING THAT REQUIRES MOUNTING BY CODE. A201 EXTERIOR ELEVATIONS 0 0 0 0 0 00 0 APPROVED BY THE ARCHITECT AND A SUITABLE BEARING MATERIAL FOR THE PURPOSE OF SUPPORTING THE SLAB ON GRADE. PROJECTS OR EXTENSIONS TO THE PROJECT EXCEPT WITH AN AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION SUMMARY FIRST FLOOR (INCLUDING GARAGE & SCREEN PORCH) 4,710 SF A202 EXTERIOR ELEVATIONS MINIMUM BEARING CAPACITY TO BE 3,000 LBS.PER SO.FT. TO THE ARCHITECT. 46. CONTRACTOR SHALL PROVIDE A MAHOGANY H-FRAME FOR THE NATURAL GAS HEADER AND EXTERIOR PIPING AS REQUIRED SHOULD A203 BUILDING SECTIONS 0 0 0 0 0 000 NATURAL GAS BE USED IN THE PROJECT. CONTRACTOR TO COORDINATE THE PIPING OF THE NATURAL GAS SERVICE WITH THE PROPER SECOND FLOOR (WITH 2-STORY STAIR COUNTED TWICE) 2,895 SF A204 BUILDING SECTIONS 9. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE OF 2 TONS PER SO.FT.AND SHALL HAVE A 27. PATCH EXISTING AREAS AS REQUIRED WHERE FINISH SURFACES HAVE BEEN REMOVED AND RENOVATED. WHERE EXISTING AGENCIES AND SUPPLIERS PRIOR TO INSTALLING THE H-FRAME FOR THE HEADER. A230 EXTERIOR RENDERINGS 0 0 00 -6- MINIMUM OF 36"OF COVER. WALLS ARE REMOVED OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS,CONTRACTOR SHALL BRACE EXISTING AS TOTAL FINISHED SF 9,881 SF - 61:70 REQUIRED PRIOR TO REMOVAL OF EXISTING WALLS,CEILING BEAMS,ROOF RAFTERS,ETC.UNTIL NEW HEADER IS INSTALLED AS 47. MAIN PLUMBING DRAIN LINES FROM TOILETS,SINKS,BATH,OR SHOWERS SHALL BE CAST]RON. MAIN WASTE LINE OUT TO SEPTIC - 10. CONCRETE COMPRESSIVE STRENGTH P 28 DAYS SHALL BE: SPECIFIED. SYSTEM SHALL ALSO BE CAST IRON. TOTAL GFA (ALL ENCLOSED 1st AND 2nd FL AREA) 7,605 SF A301 WALL SECTIONS 0oo o 6 00 0 WALLS NOT EXPOSED TO WEATHER-3,500 PSI WALLS EXPOSED TO WEATHER-3,500 PSI 28.DOWNSPOUTS FROM EXTERIOR GUTTERS OR DRAINS THAT ARE CONCEALED WITHIN WALL CAVITIES SHALL BE CAST IRON. 48. CONTRACTOR SHALL HAVE THE PLUMBER INSTALL A 2"DRAIN PIPE FOR CONDENSATION OVERFLOW AT ALL AIR-HANDLING UNIT A801 WINDOW SCHEDULE 000 0 0 0 0 0 GARAGE SLABS,PORCHES,DECKS-3,500 PSI 29.NOT USED. LOCATIONS. CONTRACTOR TO COORDINATE DRAIN PIPES IN SLAB PRIOR TO POURING THE BASEMENT SLAB FOR ALL UNITS IN BASEMENT A802 WINDOW SCHEDULE AND DOOR SCHEDULE 11. DESIGN LOADS: AREA. A830 WINDOW AND GLAZING REQUIREMENTS - FIRST FLOOR-50 LBS/SF LIVE LOAD 30. MICROLLAM LAMINATED VENEER LUMBER SHALL BE DOUGLAS FIR AS MANUFACTURED BY TRUS JOIST CORP.OR EQUAL. 49. CONTRACTOR AND PLUMBER SHALL CONFIRM THAT NATURAL GAS SERVICE IS PROPERLY SIZED TO ACCOMODATE THE BTU LEVELS A850 PLUMBING RISER DIAGRAM 000 0 6 0 0 0 SECOND FLOOR-50 LBS/SF LIVE LOAD SIZES AS INDICATED ON PLANS. MICRO LAM INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURERS REQUIRED BY THE APPLIANCE AND HVAC SPECIFICATIONS. A900 GENERIC DETAILS CEILING-30 LBS/SF LIVE LOAD SPECIFICATION AND RECOMMENDATIONS. A901 GENERIC DETAILS 0 0 0 0 0 0 0 0 ROOF-30 LBS/SF LIVE LOAD 50. EXTERIOR TRIMS AND MOLDINGS SHALL BE VERSATEX OR AZEK PVC TRIM BOARDS. WOOD MOLDINGS AND TRIM ARE NOT TO BE USED A902 NOTES 0 31. PROVIDE DOUBLE JOISTS UNDER PARTITIONS PARALLEL TO FLOOR JOISTS,AROUND ALL OPENINGS,AND UNDER BATHTUB UNLESS SPECIFIED HEREIN. FLOOR PLANS HAVE BEEN MODIFIED TO REDUCE A904 GENERAL NOTES AND DETAILS 0# 12. DESIGN TIMER STRESS FOR NOMINAL LUMBER-DOUGLAS FIR SOUTH,NO.2 GRADE 450 PSI,E 1,700,000 PSI. LENGTH OF LOCATIONS. SQUARE FOOTAGE AS SHOWN ON THIS CHART. RAFTERS SHALL NOT EXCEED 17 FEET FOR SLOPES OF 3 IN 12 OR LESS,AND SHALL NOT EXCEED A LENGTH OF 16 FEET FOR SLOPES I N. THE INSIDE EDGE OF THE PAN ---AL-L-DIMENSIONS-HAVE-BEEN--MODRED-TO N-100 STRUCTURAL-NOTES GREATER THAN 3 IN 12. 33. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGE SOLID BLOCKED OR PLY CHIPS 0, MINIMUM SHOULD TURN UP "MINIMUM FROM BASE OF THE SILL FRAMING. REFLECT THE CHANGES, AND ALL ENCLOSED FO-100 STRUCTURAL-FOUNDATION PLAN -6 0 0 0 - 0 13. HEADERS SHALL BE(2)2x8 MIN.AT ANY OPENING 36"OR LESS, (2)2x10 FOR OPENINGS UPTO 60",AND AND SINGLE 3j"x 11 THICKNESS). 52. CONTRACTOR SHALL VERIFY IF A SECURITY SYSTEM IS REQUIRED BY THE OWNER,AND SHALL COORDINATE WIRING FOR THE AREAS ARE INCLUDED IN THE GROSS FLOOR FO-101 STRUCTURAL- FIRST FLOOR SLAB PLAN 000010 0 00 POWERBEAM FOR ALL OPENINGS GREATER THAN 60". 34. STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS PER A.I.S.C. APPROPRIATE DEVICES BEFORE INSTALLING WALL BOARD. FO-200 STRUCTURAL-FOUNDATION PLAN SHEET 1 OF 2 00000 0 0 ARE-A"LGULATIO S, 0# 0 14. HEADERS SHALL BEAR ON A 44 POST AT 2x4 WALLS,AND A 6x6 POST ON ALL 2x6 WALLS. POWERBEAM PRODUCTS SHALL BE FO-201 STRUCTURAL- FOUNDATION PLAN SHEET 2 OF 2 cc) 6 6-6 0 35. TYPICAL DRYWALL SHALL BE U.S.G.�`TYPE X GYPSUM BOARD. WALL FINISHES SHALL BE AS LISTED ON THE FINISH 53. CONTRACTOR SHALL PROVIDE DRY-WELLS TO ACCOMMODATE THE RAIN WATER DRAINAGE FROM THE EDGES OF THE BUILDING AND -6-07-6 0 INSTALLED WITH THE PROPER SIDE SUPPORT STRUCTURE AS RECOMMENDED BY THE MANUFACTURER. THE REMAINING SPACE 8 S-100 STRUCTURAL-SECOND FLOOR SLAB PLAN 6 070 0 SCHEDULE. FINISH LEVELS SHALL BE DEFINED BY THE U.S.G.HANDBOOK AND ARCHITECT SHALL INSPECT INSTALLATION TO ALL ROOF DRAINS OR LEADER LOCATIONS. S-101 STRUCTURAL- ROOF SLAB PLAN 0 0 0 0 0 0 0 0 BEHIND HEADERS ON EXTERIOR WALLS SHALL BE INSULATED. VERIFY EXECUTION OF FINISHES PER THE U.S.G.HANDBOOK. CONTRACTOR MY REQUEST SPECIFICATIONS FROM THE ARCHITECT IF NECESSARY. 54. CONTRACTOR SHALL SEAL ALL ROOF SHEATHING JOINTS WITH BITUMINOUS ADHESIVE TAPE BEFORE LAYING THE UNDERLAYMENT OF S-200 STRUCTURAL-STEEL DETAILS 000 0 0 ' 0 0 15. COMPONENTS SHALL BE ANCHORED AND CONTINUOUSLY CONNECTED FROM THE FOUNDATION TO THE ROOF TO PREVENT THE ROOFING. S-201 STRUCTURAL-WOOD DETAILS SHEET 1 OF 2 0 0 00 6 COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER WIND FORCES PER THE GUIDELINES OF THE LOCAL BUILDING CODES. 36. MOLDINGS AND TRIM SHALL BE SOLID POPLAR IF PAINTED,AND SOLID WOOD AS SPECIFIED IF STAIN IS REQUIRED. ALL S-202 STRUCTURAL-WOOD DETAILS SHEET 2 OF 2 0 0 00 0 PAINTED WOOD MOLDINGS,JAMBS,AND MILLWORK SHALL BE PRIMED 2 COATS,AND FINISHED 2 COATS MINIMUM PER 55. CONTRACTOR SHALL USE GRACE`VYCOR"OR EQUAL WEATHERPROOFING AROUND ALL DOOR AND WINDOW OPENINGS THAT OVERLAPS 16. FASTENERS AND CONNECTORS TO FLOOR BEAMS AND BRACING SHALL BE OF CORROSION RESISTANT MATERIALS AND SHOW NO SPECIFICATIONS ON FINISH SCHEDULE WITHIN THE DRAWING SET. THE CUT IN THE BUILDING PAPER BY A MINIMUM OF 2". EVIDENCE OF CORROSION OR DETERIORATION WHICH MIGHT REDUCE THE ABILITY OF THE STRUCTURE TO RESIST WIND EFFECTS 37. FINISHES OF EXISTING STRUCTURES SHALL BE PAINTED TO MATCH NEW CONSTRUCTION AS CLOSE AS POSSIBLE. NTRA T R HALL USE AN UNDERLAYMENT OF 15 LB BUILDING PAPER UNDER ALL HARDWOOD FLOORS BEFORE INSTALLATION. 17. FASTENERS AND CONNECTORS INCLUDING NAILS,BOLTS,STEEL WIND ANCHORS,AND TRUSS PLATES ARE TO BE GALVANIZED. 38. CARPETING SHALL BE SUPPLIED AND INSTALLED BY OWNER. 57. CONTRACTOR SHALL COORDINATE ELECTRICAL&HVAC SUB-CONTRACTORS TO ENSURE THAT ALL WIRING WORK IS ACCOMODATED 18. RAKES AT GABLE ROOF EDGES SHALL BE STABILIZED BY INSTALLING 2x4 LOOKOUT RAFTERS PERPENDICULAR TO AND NOTCHED BETWEEN THE TWO TRADES,AND INCLUDED IN THE SCOPE OF WORK. APPLICABLE CODES INTO MAIN ROOF RAFTERS FOR A MINIMUM DISTANCE OF 4 FEET TOWARD THE BUILDING INTERIOR. 39. PLUMBING SHALL BE IN STRICT CONFORMANCE WITH THE NY STATE BUILDING CODE. TIE NEW FIXTURES INTO EXISTING SANITARY SYSTEM WHEN POSSIBLE. 58. OWNER IS RESPONSIBLE FOR LIGHTING DESIGN,ELECTRICAL PLANNING,AND PERFORMANCE OF WORK.ALL WORK IS REQUIRED TO MEET LOCAL ELECTRICAL AND ENERGY CODES. 59. OWNER IS RESPONSIBLE FOR HVAC PLANNING AND PERFORMANCE OF WORK.ALL WORK IS REQUIRED TO MEET LOCAL MECHANICAL AND ENERGY CODES. 60. OWNER IS RESPONSIBLE FOR INTERIOR FINISHES,DESIGN,AND PLANNING OF SUCH WORK.THE ARCHITECT HAS NOT BEEN RETAINED FOR COORDINATION OF THIS WORK. STRUCTURAL DESIGN SHALL CONFORM TO "CLIMATIC & GEOGRAPHIC DESIGN DATA" PER R301 .2 IN THE INTERNATIONAL RESIDENTIAL BULDING CODE. TO BE DESIGNED TO MEET 130mph WIND LOADS. 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I V - 30 NOV 23 BULLETIN 4 �I (- _ -_ -_ -• y J O \ W + - W W ` W - - i, W W - W - + y ` YW - W W - W - - W -- • W y y - Wr - - W - W t t k 4 t t f E t f E t f t E E t t EI E t t E E t E F E {. 4, E �.` 'f @ f 4. � y `� — ---- -- .- I II II I I I� — — � ��— — — — I O \ 'y- ` -+- " r -" +W -" " -- ` y `yW W +" V00.0 r W W - " W - r - / k - t t /t F k F F E t t t k F F F F E_ E_ E E f E k E t _.__ \ -_ 1 _ - - -- / • W W - - - - - W + y, - W Y W - W I + " - - • W - y, - W E E t E t f E E f E t k E f f k f E t E E E t E F E t 4 ¢ < ¢' E \' - - - I I I I - - - - - I ` r W ' ` ` " " - " - - " y " " + " ` - - / - \ E { t ' IMPORTANT NOTE: �^~ -- — — — — " + ' " r 4 F E f t E E k E E t F E E F 4 6,- k {" , d, E ��--____�_�_"•.'_{ .'� ,E C ..-.! .£ { ,;-: " • YW W + + r - " r - W t F F F t f t t F t E F 4 F t t F E f f E 4 4 t t F F t, — — ---- �_ _ — __ — I — I I \� �_ I I -r rr- - - + - - W "- " + W y yy r W / E k k F E E E F k E F F E F F E E' t f f E E F t t E k k F \ „ � . \ The Architect of Record has not been retained 7- I " - y ` Y r ,• W - " • + E E t E 4 t F E t E F E E f E f t t t t f f f 4 E t t E E f <' {• d ti 6 E' t '�' 4 $ f- ¢ / �-- � � L== — \ — -I I I I \ r - y `- - - - W ` O O W ` y♦, / E E t/ E t E t t f F k F t E t t I f E F t t E t E E t E t' F. <. � ,r = �', .�. �,- <- E , < ,. ,j ,-` 1¢ <_ £ for Construction Contract Administration and > 1 - - I I I W ` �' y - E E t E F t t E E k F F E F E E E t F I E E k F F E E t F t F F t - �_ L I \ / O " ` ♦• ` - E E 4 4 F 4 t E F 4 4 t 4 4 t t 4 t k k E F 4 t E E f E 4 E ¢ `', ¢: F { 'E $ I 4 \ + t I -- — �� L -- — I � / ` Y " O / E E E F E E t f t 4 E f F E 4 f 4 E E E F E f F E 4 F E E k F E 1 �� does not take responsibility for interpreting the \ �- �- J i / " O � E t E E 4 f E t 4 k F F 4 E 4 E /4 t t k E F E F t 4 F F k t k ¢ \ 4 - ¢ €: +� £\ ¢ I — _-- .t. 4, \ . ¢ { <_ IE �. ti � intent of the construction documents, including ,� E f E F E E t t E E F F F k E F f F E F E F f E f E f i F f f E E �y'` I \\ �_ �_ '- —_ // f / f E E E E E f k F F E E f F 'E F f F F f E f E k f f F t { £, d,-\ F- E' t Q t { ' r ¢ making modifications as may be necessary E E E E 4 4 k 4 4 t f E k t + k F F F 4 t E E E f F 4 k F F t t f � e ! 4 \ k ¢ { ♦; t ¢ —_ / E E E E t t F E t t k E k E 4 4 E F E F E f E E f F 4 E 4 E F t k \° . � : ` during the construction phase; undocumented .i r'' t �l- k F F k E E E t F F t F E E t k E E t f E F E F E E t F t t ¢ ¢ E' 4° {' 4 k e- k {_ ` { :f, . <0 �- -_—• k E F t f E E E E F 4 E E E E 4/ E f k f t E E 4 E F E f 4 f 4 { < {- F", q;. 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I E E E E E f f t E E k f f /k E E 4 k E 4 k t E t t k E f t 4 t a [ 9vd I I 1 o'-�n I / / t E f 4 E E t f F E E E f E F 4 f f k\ F E t t E t E 4 F k E t e 4 s I c { 'f d: r 4 � t f ; ^,.-� I ( I g E E t E k 4 E k E t E E F t /f E k E k f k f f f f E t E f E 4 F 4 E F- s £ .£ , {- { ¢ i ¢' y! �I 1 E E F E F t f E E E f t E f t f F E E f F f 4 f f f F k E E E ¢ / ,. {. £, ¢ E' {' .„5 I I FINISHED FLOOR I / / 4 ' t t E E 4 E F 4 E t F F t F t F E 4 t F F F F F k F t t F F E k E '� I ` ' / E t t E F E E F F E f E f E 4 E f f f E F E F F t t f t f E t F f f F E' � \ \ {.,d {' ,k ¢ ¢ �' L I ^� ' ��;,�;+ "i E F E t F F F E f E t f f� f E E E E E k f t f k f k F E f k E F t f E � �- ,�� p, n (� \ / ,r, 4 F t E E k k E k k k f /E F 4 E F 4 t \F t t t t k 4 4 E E t E t tI - ' «'` '�"-/ I I \ J I ` r4 a / E t E E E E k E f t E f E 4 E F f t t t t t E t k k t F E E f f t It { ¢ e- ( 4" {. 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GRADE O •.I• I \ \ t E t 4 f E 4 t E E E E f t t E E E E k E E k t f f t t E E E t t '' • • BEEN MODIFIED TO REFLECT THE CHANGES,AND \ •'•'I.'•' o \ F { AUDIO VIDEO CONSULTANT. E F 4 t t t 4 E f 4 t � E t E k E t F E E f f F E E f E E t,� H , "F I' •' ___ ___ \ E E E E t -E E f E k f E �t f E f E E t k E E E E t E E k f f < I ` 10'-4" '•'•'I , . t E E 4 t t t k k t k 4 t F F t k f k k E E f k E E k E t E ALL ENCLOSED AREAS ARE INCLUDED IN THE 1 •'•' •'•'• I � F k dcn � r r <' . + . . . •'•" -" • . .• • I'i-•- 4 t E t E 'E E F E E F f IE E f E f E� E F E t t t E t E 4 f f t ' • • • • ��/ FIN.GRADE ' ' _ t i \ 1 GROSS FLOOR AREA CALCULATIONS. -• . W : ::♦ ..�•: ♦ I -__ --_ I I F F E E t E _4 E E E E f E E F t 4 E E k E f t F E t E f f 4� £, { �,' ♦ • a - ' I•' "- ' •� ' • L J i ` � E E E E F E E E E E F f E E f IE f t E 4 F t E E ff11 F F f t E E E f E k 'f &. � ,,/�l� �(����¢ � � ♦ • •.I' ♦!v ♦ I ': F E E E E E E _ F -� E k k 4 4 4 E F E 4 k k 4 F F E f f F f F 4 k E 4 E £ t e( tj '! "j ! { - { {- - 13'-1�" •• •'�'a •' I �' f t f E E t t E E F f t /t f 4 t t E E k t t E t f t f t f E E 4 E - a'I f, f 3'_-„_4--- � ¢ { \ i f E E 4 t f t -_t! t t-4/t F F E E k E t 4 E 4 k k t E E t E k F s TOP OF PATIO o .I • t•`• i ` k t k E E 4/f E t k t E E f f F t E F E t f f k t t E t k E E •'• •,•.el.•.• 1 '1i k F t E k f/ 4 t 4 E E t 4 t f f k t t E t E E k F t 4 f E t t E t '*-� « +_ £ / K k f ' ♦.•`:�:•4•�•• I _ ii ' k 4 f E E E E E f k t f E k E f E t t t t E t E F E 4 E E 4 t t t E._._ ¢ £ ¢ " y F k f F E 4 :E k 4 4 4 k E E F 4 k� t E E E F F F F t k 4 t t F t a �> Energy & REScheck Consultant. I • �•• • •' I - \ �';_' t E F t F E -�E E f f k E E k E t f E E E k E E t f E E F F 4 E E g f , { $ $ ¢: I 12�-��� t I 1 4 t F E f /E F :f �=f F E f E t f f t k E t t t 4 F E t F k F F F E t 4 F g. '`. 4, M < £ £, 11 { Glenn LaMay d°! E E t t t t E t f f 4 E E t t E F f E E f f t E F t E E f t E E E 4 ¢ { ¢ ¢ £ gy 3 Home Ener Solutions E E t 4 F 4 k E t t E E 4 E t 4 f t t E E E E 4 F 4 k 4 t t t t E E TOP OF PATIO I I I 1 / � f t � f E 4 E 4 4 f ' t 4 E t E F E t f 4 t 4 f t f t f 4 f 4 E 4 4 F f 4 4 4 t 4 E E 4 E t t F E E F t k E 4 E 4 E t k F t F E E E t E £ I I I - / E E t f f E E E E f E t E F E f E t f f E F� £ r '-�-¢� "{ S0 tingto , Road t 1 <' a d/ c 4 <, 4 Huntinb•on,New York 11743 0 f f f t E E F E f t E ---- 10'-L♦n I I i i i EL: 14'-0" I .. ` / F E f t 4 E F E F - 4 4 f E 4 4 f t E f 4 E f 4 k E 4 t t t f 4 E f F {- ''��j� {' ✓r 4, �- ¢ y 4• 631.288.2271 FINISHED FLOOR t / , `1""111 i >< TOP OF PATIO I I I �+ �!,T-1 ." ' E E F t 4 f E F f E E f E F F 4 E F t E E f 4 F t f F F E F t E E E 4 -£ £ -"f, { f t MOTOR COURT •I I I I I I FI I$f ED I'ATI / ➢ F k F 4 4 E F - t f F k f E f E E f 4 t f E t E f 4 F k 4 f F 4 4 4 4 t - *. ¢ (_ ¢ I E k E E t f E t E E E E E t E E E t E E f t t ``11 t 4 k 4 4 t t t t t { ¢., ENVIRONMENTAL CONSULTANT: „' ' • aI • I , �,' E 4 t t E t f E t E E E k E t E f k E E E E E �t E k f E E t E k k E£ �,� 1 o'-o„ 1 t } E t E E F k k E E f E E 4 4 f F f E I E E t t t k k t 4 t E E f E E f • • •-I'•' '?' I I t, 4 E t t k t E F 4 4 t t t 4 4 F k < F 4 k F F 4 4 E E E k E E k F E 4 ` ¢ £ '° { ¢ 'Y FIN. GRADE_ �_i I I -. 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GRADE A .' q♦♦'t ..-' '; •.•.i*.*L.: I \ I I I A F E E F E E 4 t t E t E E E E E f F E E E k F k k E E k t E k E E F f ' ', £' £ £ K. ,_ 1" • -J 0 �� �i I - - - ( '75' ` t t 4 F F t t E E 4 F E F f t E f E E t f f E F f t E f F t f F 4 E E '•'• ♦'♦ ••• E E E E t E E E t f f E E t E t E t f E k E t f� k E f E t E E E E E k • • ` ` • • - - }} E F f ---E- t f f 4 E 4 t E E E F E E k 4 F E f E E E E k E t F E f .� { d. { .¢ �/ R •• '�'•I.•' i I I 9 F F E 4 E F 4 E E f -- F _-k E 4 4 k E k F 4 E t 4 E 4 F 4 k t E E E E F F f f SU RVEI O' " • . a. j 11'-11" { E' £ E E F k E t f t E F F F ---4_ k E t t t E t k k k t t E t E f E 4 F t E .-i \ �• '♦'•'•I'♦ •• t I I �, a t t t F �f t t 4 F k F 4 4 t k E 4 --E- -t F 4 k F k F E E E E f f t t F E E `f' -� .{. ',{ E a; f David Fox \ FIN. GRADE ' -•"• `•'•`d-s'y '`' t E t t t F 4 F 4 E E E 4 t E E f E E E f -t E t E k E E t t f E f E > ' o I : . 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W W V. y, " W W - W " W W - r W r ♦ W r W y " " r W W - W - W - W W - `• W - \, Y - `• V. - W Y• W W - W - - W -r " - r + " - r - r " " " . - - ♦, „y Wr - W - - "- - " - " Wi - - " " -- - ` + "" -- W "I+ V -- + " + - -- r " + - - ♦. `\, + W W Y " + - TOTAL FIRST AND SECOND FLOOR AREA: 7 605 SF W W - - W - W W W - W - W W W W W y W W W W W W W W W W W + ♦ - + - - r " ` Y Y " -- " " - ` W- . " - -W - W r " " `W + - - O - / r - - W- - W W W W W W W vy - r + W W W W - W W W W W W W W r W r W - r W - W W W W W r W + - /\/\\\\ " - V W - " W W W - W W W W W V W W W V' W W - W - - y, V' W W - ` W - `• - W— ` r • r W - " ♦ - V W " - " - r - " ` - - W - _V W +- W \ 1 �// V. .. W v. .. W -' W - .. W \' ..- W - r + W - .. W - .. W - W W - - -" r - r + W " - W + " - • W " W W 4 - " " " \\ \/ r - r. PROJECT N0. l 2016 ISSUE INFORMATION: NO. DATE DESCRIPTION - 21 JUL 20 DESIGN REVIEW - 23 JUL 20 HOME ENERGY SOL. ISSUE 136 41/2" - 05 AUG 20 STRUCTURAL REVIEW 4T-8 3/4" 56'-91/2" 18'-51/4" 12'-5" - 14 OCT 20 PRICING SET 4 AUG 22 PRICING SET UPDATE 8'-7" 36'-4" 1 0" 19'-51/2" - 23 JAN 23 REVISION 1 O - 27 JUN 23 ISSUE FOR CONSTRUCTION F - 15 AUG 23 BULLETIN 1 I - 14 NOV 23 BULLETIN 2 21 NOV 23 BULLETIN 3 — —_ �-- L - 30 NOV 23 BULLETIN 4 • p 7. 7I 10'-6 3/4" �-� -�- T IMPORTANT NOTE: The Architect of Record has not been retained r— — — — — — _— — — — — — — — — 4'_8° — — I I I I I I for Construction Contract Administration, and M does not take responsibility for interpreting the I II L — — — — — — — — — — — — — — — — — — _ — co — Intent of the construction documents, Including I — — — making modifications as may be necessary during the construction phase; undocumented I ` e I I`o IIII I - - — - - - - oo� °—• No �III I►(IIlI("�'(i'I�� �,I I I I IIIIIIIIII o -i�I I --II I III Il I I�J�J—, -I I_II I-NMv_I I I-I I II_I y INI- _IIIJI I►III I II II I p I I I II' --I -J—IIIIIIIIII(III -IIIII(I• •-IIIIILIIII�—I I�IIIII(IIIII _--—_r—_- —�_I I—, —�I+�I(1—I I i iIIiIlII�II,I I I II III(J I(IIII ,•,' =`' (IIIIIIIIII(IIIIIII(�II o- - IIII ---— ——— 1---1� � 8A,. IIIIIIIIIIIIIII Scode T v Nio U lMa t Bio4E nR ` s: ,� ;aa� n rd t h Z .aI t� t� c h!` �e A �r�c h ite c t o f Record is no longer liable for the work where 10'8 3/4" NEW SLAB ON GRADE changes to these documents have been made. �®A16-8 3/4" NEW SLAB ON GRADE NEW SLAB ON GRADE co CN REFER TO STRUCTURAL DRAWINGS FOR CONCRETE 4 DETAILS AND SIZES co N H- -t- COPYRIGHT © 2023 5-$" DRAWING IS AN"INSTRUMENT OF SERVICE"AND IS THE PROPERTY OF BRUCE NAGEL+PARTNERS, ARCHITECTS AND THEY RETAIN ALL RIGHTS. REPRODUCTION, MODIFICATIONS, ANY USE OF THIS DRAWING,OR ANY PART OF THIS DRAWING WITHOUT WRITTEN APPROVAL IS NOT ALLOWED. � AUDIO VIDEO CONSULTANT: V-3 3/4" 2'-9" 9'-6114" 20'-0 1/4" 24'-2" 57'-9114" — GRADENEW SLAB ON—7 Energy & REScheck Consultant: 12'10" Glenn LaMayL E ® Home Energy Solutions 20'-9" 50 Woodbury Road Huntington,New York 117436'-6" 631.288.2271 SEE STRUCTURAL DRAWINGS FOUNDATION WALL. ENVIRONMENTAL CONSULTANT:FOR ADDITIONAL INFORMATION. M INDICATES TOP OF SLAB ELEVATION FROM DATUM ELEVATION I INDICATES BOTTOM OF F— SURVEYOR:FOOTING EL. FROM DATUM David Fox I r— — I— —1 Fox Land Surveying INDICATES FOUNDATION 64 Sunset Ave 10 2 co M Westhampton Beach,NY 11978 SHELF, co SECTIONS L � 631.288.0022 - - INDICATES SLAB STEP-DOWN LIGHTING DESIGNER: 7'-3114"N L 14 NEW SLAB ON GRADE T SEPTIC ENGINEER: 6-7 3/4" 8"SLAB STEP DOWN FOR REFER TO STRUCTURAL DRAWINGS FOR CONCRETEELEVATOR PIT (SIZE TBDBY MANUFACTURER) DETAILS AND SIZES T11314" STRUCTURAL ENGINEER: Daniel Siegel POOL FOUNDATION DS Engineering Services,PC INFORMATION TO BE PROVIDED 10 Pine Court 14'-9 1/4' BY POOL CONTRACTOR Westfield,New Jersey 07090— 973.985.4718L 19'-51/2" ChM INTERIOR DESIGNER: co 09 J � 0 B4 Q PROJECT PARTNER: 16-81/4" David Walker AIA,NCARB Chicago 135 N Harvey Avenuew THE ENTIRE FLOOR PLAN HAS BEEN MODIFED TO > Oak Park,Illinois 60302 REDUCE SQUARE FOOTAGE AS SHOWN ON THE 631.566.2950 CHART ON PAGE A000.ALL DIMENSIONS HAVEM BEEN MODIFIED TO REFLECT THE CHANGES,AND ARCHITECT: zo ALL ENCLOSED AREAS ARE INCLUDED IN THE NEW SLAB ON GRADE bo GROSS FLOOR AREA CALCULATIONS. 6 9" Bruce Nagel + Partners Architects 10'-2 3/4" 8'-9112" 13'-81/2" 2'-11/4- 1 V-3 3/4" STUDIO 153 Chardonnay Drive East Quogue, New York 11942 GALLERY 69 Main Street Westhampton, NY 11978 a' F— F— 631.283.8855 tel www.brucenagel.com— — NEW SLAB ON GRADE — 3-111/4 PROJECT: NOTIAQ HOUSE 0-21'-01/2 450 Paradise Point Road 6 2" Southold, New York" VERIFY WITH POOL CONTRACTOR (APPROX. N DRAWING TITLE: FOUNDATION PLAN 1-0 3/4' T-8"g oI 9'-5" ■ 34'-61/2" A1001 PROJECT NO. 2016 k it ISSUE INFORMATION: NO. DATE DESCRIPTION - 21 JUL 20 DESIGN REVIEW GENERAL NOTES: - 23 JUL 20 HOME ENERGY SOL. ISSUE 1. CARBON MONOXIDE DETECTORS-SHXt -BE PEED. - 05 AUG 20 STRUCTURAL REVIEW WITHIN EACH STORY WITHIN 15 FEET OF ANY SLEEPING - 14 OCT 20 PRICING SET AREA.MORE THAN ONE CARBON MONOXIDE DETECTOR - 4 AUG 22 PRICING SET UPDATE SHALL BE PROVIDED WHERE NECESSARY TO ASSURE - 23 JAN 23 REVISION 1 THAT NO SLEEPING ARA ON A STORY IS MORE THAN 15 - 27 JUN 23 ISSUE FOR CONSTRUCTION FEET AWAY FROM A CARBON MONOXIDE ALARM. 15 AUG 23 BULLETIN 1 2. CARBON MONOXIDE DETECTORS SHALL BE PLACED ON P.C.STAIRS UP TO MUD ROOM PATIO ANY STORY THAT CONTAINS A CARBON MONOXIDE - 14 NOV 23 BULLETIN 2 4"P.C.SLAB s. SOURCE. - 21 NOV 23 BULLETIN 3 3. CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN - 30 NOV 23 BULLETIN 4 ARRODANCE WITH THE PROVISIONS OF NFPA 720. 4. SMOKE ALARMS SHALL BE INSTALLED IN THE IMPORTANT NOTE: ' . a • i i /� � T FOLLOWING LOCATIONS: I I I I 4.1. IN EACH SLEEPING ROOM The Architect of Record has not been retained 4.2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE for Construction Contract Administration, and I I I I I I I VICINITY OF THE BEDROOMS does not take responsibility for interpreting the 4.3. ON EACH ADDITIONAL STORY OF THE DWELLING, I I I ) I I I INCLUDING BASEMENTS BUT NOT INCLUDING intent of the construction documents, including CRAWL SPACES AND UNINHABITABLE ATTICS. making modifications as may be necessary • ! :„ , s 5. SMOKE ALARMS SHALL RECIEVE THEIR PRIMARY duringthe construction ha n ` POWER FROM THE BUILDING WIRING.WHEN PRIMARY o phase; undocumented OOSA , a POWER IS INTERRUPED,UNITS ARE REQUIRED TO code violations, and that the Architect of OPERATE FROM A BATTERY BACKUP. Record is no longer liable for the work where 6. WIRING SHALL BE PERMANENT AND WITHOUT A changes to these documents have been made. DISCONNECTING SWITCH,OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. 7. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED PROVIDED THE ALARM � �D A�� s IS LISTED FOR SUCH USE,AND THAT THE SMOKE AND CARBON MONOXIDE ALARMS HAVE DISTINCTLY DIFFERENT ALARM SIGNALS. 8. A HEAT DETECTOR OR HEAT ALARM RATED FOR THE fi MECHANICAL CRAWL SPACE AMBIENT OUTDOOR TEMPERATURES AND HUMIDITY STORAGE 007 SHALL BE INSTALLED IN THE NEW GARAGE.INSTALL IN 008 006 A CENTRAL LOCATION AND IN ACCORDANCE WITH THEr4 MANUFACTURERS INSTRUCTIONS. � � I I 007A 1 I I I ' I I UNFINISHED SPACE i UIJFINISHED SPACE I I j COPYRIGHT © 2023 DRAWING IS AN"INSTRUMENT OF SERVICE"AND P.C.STAIRS UP TO POOL PATIO IS THE PROPERTY OF BRUCE NAGEL+PARTNERS, ARCHITECTS AND THEY RETAIN ALL RIGHTS. REPRODUCTION,MODIFICATIONS,OR ANY USE OF :•,. THIS DRAWING,OR ANY PART OF THIS DRAWING — — — — — WITHOUT WRITTEN APPROVAL IS NOT ALLOWED. • d- • •• .. .a •• •• - • • ' • e• f - - ° ° • .• •• • • • 9 ,e < - •!• •,•. a e _• •• _ - - •.. .. • , it oo�B j AUDIO VIDEO CONSULTANT: PLANTER I ' ————— —--I I Energy & REScheck Consultant: ! I Glenn LaMay I Home Energy Solutions 50 Woodbury Road I - Huntington,New York 11743 I 631.288.2271 I I I • I ENVIRONMENTAL CONSULTANT: s ' OPEN TO FIRST FLOOR ABOVE -- - i----------- I .. , . L- I ------ ; ——— — — —— —— SURVEYOR: I I I �-- I I I David Fox I I I I I I I Fox Land Surveying I O 64 Sunset Ave j j I Westhampton Beach,NY 11978 GAME ROOM co 631.288.0022 I I I I I 001 I I I I I I I LIGHTING DESIGNER: I I I I I I I �-- I I I I I I T SEPTIC ENGINEER: B4 ----- i------ - - 28'-71/4" I � STRUCTURAL ENGINEER: THE ENTIRE FLOOR PLAN HAS BEEN MODIFED TO 0 REDUCE SQUARE FOOTAGE AS SHOWN ON THE I Daniel Siegel L___________-°___---___� PLANTER DS Engineering Services,PC CHART ON PAGE A00®. ALL DIMENSIONS HAVE 10 Pine Court BEEN MODIFIED TO REFLECT THE CHANGES,AND CLOSET Westfield,New Jersey07090 ALL ENCLOSED AREAS ARE INCLUDED IN THE o5a 973.985.4718 GROSS FLOOR AREA CALCULATIONS. oo�A N INTERIOR DESIGNER: LO - __—___----- ' 005A o0 • M °O 002A I I 5'-9" I I I M oa2B I I N PROJECT PARTNER: "' David Walker AIA, NCARB Chicago `" CLOSET 135 N Harvey Avenue Oak Park,Illinois 60302 Lo 631.566.2950 BEDROOM 7 0 SHOWER s 002 - ARCHITECT: M SHOWER N GYM 51/2" 5'-6" 51/2" BATH 7 BATH 8 1 I 003 004 I Bruce Nagel + Partners Architects I I I I I I I I STUDIO 003A - - 004A i c`` 153 Chardonnay Drive ® i �, East Quogue, New York 11942 P .. - -- - - -- - - -- - - - - -- '- - - - GALLERY • „ N 69 Main Street Westhampton,NY 11978 002A 003A I 004A 005A 005E I I I I 631.283.8855 tel www.brucenagel.com T-1 7/8" 2'-0" 2'-0" 10'-91, 2'-7 3/8" 10'-9" 3112" 51/2" I I I '-91/2" PROJECT: 12'-8 318" 6'-5" 6 "— — 36'-3 7)8" % 5112" 51/2" - -- - --� - -- - - -- - -- - � I I ► NOTIAS HOUSE COURTYARD ( I I E001 = __ __ • I I I _ I 450 Paradise Point Road _ a " ► j I j I I Southold, New York DRAWING TITLE: --- - BASEMENT -' _____ -- -.- • - .. .. . FLOOR PLAN �4 1--SLAB E 48"HIGH CODE COMPLIANT POOL FENCE AND GATE AT BOTTOM OF STAIR WITH SELF CLOSING HINGES P.C.STAIRS UP TO POOL PATIO AND CODE COMPLIANT POOL SAFETY ----__ _ LATCH — --_ SHEET NUMBER: Al 00 PROJECT NO. 2016 ISSUE INFORMATION: _ NO. DATE DESCRIPTION - 21 JUL 20 DESIGN REVIEW —`—'— ---__ GENERAL NOTES: 23 JUL 20 HOME ENERGY SOL. ISSUE 51/2" 51/2" 51/2" 51/2" 1. CARBON MONOXIDE TORSSTMt�BE PR8W0EL1 05 AUG 20 STRUCTURAL REVIEW 39'-13/4" T-8" 8'-4 3/4" 8'0" 19'-21/4" 10" WITHIN EACH STORY WITHIN 15 FEET OF ANY SLEEPING - 14 OCT 20 PRICING SET 1 V-8 3/4" AREA.MORE THAN ONE CARBON MONOXIDE DETECTOR - 4 AUG 22 PRICING SET UPDATE 3'-0" 3'71/4" POOL EQUIPMENT SHALL BE PROVIDED WHERE NECESSARY TO ASSURE - 23 JAN 23 REVISION 1 THAT NO SLEEPING AA ON A STORY IS MORE THAN 15 - 27 JUN 23 ISSUE FOR CONSTRUCTION FEET AWAY FROM A CARBON MONOXIDE ALARM. AC-1 AC-2 AC-3 AC-4 I GENERATOR 2. CARBON MONOXIDE DETECTORS SHALL BE PLACED ON - 15 AUG 23 BULLETIN 1 18'-101/4" 71/4" - 14 NOV 23 BULLETIN 2 Cl SOURCE.RY THAT CONTAINS A CARBON MONOXIDE _ 21 NOV 23 BULLETIN 3 114A NORTH RATIO c3 I 3. CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN - 30 NOV 23 BULLETIN 4 ARRODANCE WITH THE PROVISIONS OF NFPA 720. — � � E1 -___ -- --_ 4. SMOKE ALARMS SHALL BE INSTALLED IN THE IMPORTANT NOTE. d I 4.1 FOLLOWINGN EACH LOCATIONS: ROOM The Architect of Record has not been retained 115C 114E I 4.2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE for Construction Contract Administration, and I DOWN ;� I DOWN � I VICINITY OF THE BEDROOMS I 4.3. ON EACH ADDITIONAL STORY OF THE DWELLING, does not take responsibility for interpreting the I 112A 111A 110A * INCLUDING BASEMENTS BUT NOT INCLUDING intent of the construction documents, including ti CRAWL SPACES AND UNINHABITABLE ATTICS. making modifications as may be necessary to ® 5. SMOKE ALARMS SHALL RELIEVE THEIR PRIMARY ® ® � �i� POWER FROM THE BUILDING WIRING.WHEN PRIMARY during the construction phase; undocumented PANTRY I -_--_----- L u�� ' f'I;!I ' ___ code violations, and that the Architect of ' '' ',n. ` POWER IS INTERRUPED,UNITS ARE REQUIRED TO colOPERATE FROM A BATTERY BACKUP. Record is no longer liable for the work where POOL BATH m J 6. WIRING SHALL BE PERMANENT AND WITHOUT A Cl) 112 � z DISCONNECTING SWITCH,OTHER THAN THOSE changes to these documents have been made. G _ o I 9 REQUIRED FOR OVERCURRENT PROTECTION. 115I 12A I � _ 7. COMBINATION SMOKE AND CARBON MONOXIDE I Lj M O ALARMS SHALL BE PERMITTED PROVIDED THE ALARM � � A�� N 114" 1 '� IN o I i IS LISTED FOR SUCH USE,AND THAT THE SMOKE AND �, !�D.�� io M I MUD ROOM I I CARBON MONOXIDE ALARMS HAVE DISTINCTLY N N I , --$-- i i t09A DIFFERENT ALARM SIGNALS. HALL ' 111 I I �" 8. A HEAT DETECTOR OR HEAT ALARM RATED FOR THE 1116 111A i i i FAMILY ROOM/PORCH AMBIENT OUTDOOR TEMPERATURES AND HUMIDITY I I I I _ 51/2" I I I I 1osC SHALL BE INSTALLED IN THE NEW GARAGE.INSTALL IN I ' LAUNDRY ` I -—-—- - I -,_ -— - 4---— HALL I , 109 48"HIGH CODE COMPLIANT POOL A CENTRAL LOCATION AND IN ACCORDANCE WITH THE r4 2 ----------- I I 5'-0 4 51/2" 2'-1 I I I r; ------------ --------------------------------------------------- 114 ' I I I I I I FENCE AND GATE AT BOTTOM OF MANUFACTURERS INSTRUCTIONS. STAIR WITH SELF CLOSING HINGES ' ' I U') i i AND CODE COMPLIANT POOL SAFETY j LATCH 1 i i i i 7 KITCHEN I I I I I 0 COPYRIGHT © 2023 I o 116A I C7 110 l i i •�co i f i ` I � \ I I HALL I I a DRAWING IS AN "INSTRUMENT OF SERVICE"AND I I I I i z ; �41 , I IS THE PROPERTY OF BRUCE NAGEL+PARTNERS, POWDER i 117 I � c 9'8" T-2 314" O M ARCHITECTS AND THEY RETAIN ALL RIGHTS. o a --NT,; I. `� 116 I 117A I —mi m ' ' 1t5A i 1156 I CO L________i_ II I ���/// I ---------------- I I REPRODUCTION,S DRAWING,OR ANY IPART OOF THIS NS,OR ADR DRAWNY USE ING ~ I , WITHOUT WRITTEN APPROVAL IS NOT ALLOWED. i ® • ------ ® ® ----------------- 1158 I I 116A 109A I 10 B I o � AUDIO VIDEO CONSULTANT: r' to o = Ua T-61/4" ILANDSCAPE Ill- - TERRACE o �' ► V-4 112 IT+/- 2T-01/4"(FIELD VERIFY) Z Energy & REScheck Consultant: I I I OD Glenn LaMay I I Home Energy Solutions I I I 50 Woodbury Road I I I N Huntington,New York 11743 631.288.2271 ow- I I N I I C, O I ENVIRONMENTAL CONSULTANT: _z I I I I 101A Q ( ENTRY PATIO M � I N I I I E103 SURVEYOR: 0 7114 Q David Fox I I 8'O NI 2'-6112° °O 8' x 81 HOT TUB Fox Land Surveying o rREDUCE N i I FIN.OPENING �o M M I I 00 I ® unset Ave I FOYER I Westhampton Beach,NY 11978 LOOR PLAN HAS BEEN MODIFED TO WALL I i 631.288.0022 ARE FOOTAGE AS SHOWN ON THELIGHTING DESIGNER: GE A000.ALL DIMENSIONS HAVE I I ' I I LIVING/DINING BEEN MODIFIED TO REFLECT THE CHANGES,AND I I I 1os ALL ENCLOSED AREAS ARE INCLUDED IN THE I GROSS FLOOR AREA CALCULATIONS. I I I I I. I I I 108A I SEPTIC ENGINEER: I I I I I I I I I ELEVATOR SHAFT DIMENSIONS ARE I N I I FOR REFERENCE ONLY 31/2„ DIMENSIONS TO BE VERIFIED BY 4'-9114" 5112" i ELEVATOR FABRICATOR I I STRUCTURAL ENGINEER: I J ® I WINDOW ROUGH OPENINGS TO B Daniel Siegel CONFIRMED AND PROVIE ED BY DS I Aid ACTURE 10 Pine Court Engineering Services,PC I LANDSCAPE REFER TO FIREPLACE I TERRACE CLOSET MANUFACTURERS SPECIFICATIONS FOR i Westfield,New Jersey 07090 I FRAMING DETAILS AND DIMENSIONS 16' x 56' POOL w/150 973.985.4718 101A GAS FIREPLACE I UNDERWATER COPING $c INTERIOR DESIGNER: OVERFLOW EDGE HALL �* 102A I I i I 106A to24 13.8° 6'-T M i i 6-11" i 51/2" I 102B WET BAR 105A PROJECT PARTNER: David Walker AIA, NCARB BEDROOM Chicago o' ( N COAT CLOSET oN D w �° 106 N Avenue 04 I z Y Oak Park,Illinois 60302 U ! 6631.566.2950 W.0 w in M z coARCHITECT: oCl) 1 1058 BATH 5WL 1 V-10 3/4" LIBRARY 103 3,_13, 51/2" tO6A 102 BATH 6 1 ' ' CLOSETI I 105 REFER TO FIREPLACE Bruce Nagel + Partners Architects 1 Fo I i i 104 i i 1odA MANUFACTURERS SPECIFICATIONS FOR i I 103A I I FRAMING DETAILS AND DIMENSIONS STUDIO 153 Chardonnay Drive i I I I East Quogue, New York 11942 _ I GAS FIREPLACE SHOWER v GAS IREPLACE o GALLERY 69 Main Street IPI • • _ • Westhampton, NY 11978 631.283.8855 tel n xx o www.brucenageLcom 103A a PROJECT: SOUTH PATIO 10dA W REFER TO FIREPLACE MANUFACTURERS SPECIFICATIONS I t05A E102 � I NOTIAS HOUSE FOR FRAMING DETAILS AND DIMENSIONS O OPEN TO COURTYARD BELOW 450 Paradise Point Road 1 t _ OWN Southold, New York OWN DRAWING TITLE: _ FIRST FLOOR FLOOR PLAN 48"HIGH CODE COMPLIANT POOL ---- FENCE AND GATE WITH SELF ---- SHEET NUMBER: CLOSING HINGES AND CODE COMPLIANT POOL SAFETY LATCH V-1 3/4" 51/2" 51/2" 51/2' 71/4" 17'-71/2" 6-6 3/4" 8'-1 V 13'-2" 18'-101/4" 1011` 1 Al 10 67'-2 3/4" PROJECT NO. 2016 ---- —___71/4" 32'-11 1/8" ISSUE INFORMATION: --- N0. DATE DESCRIPTION — — - 21 JUL 20 GENERAL NOTES: DESIGN REVIEW 17'21/2" 71/4" — - 23 JUL 20 HOME ENERGY SOL. ISSUE 1. CARBONM ONOXIDE TORSI-HAtt7BE PROVIDED_ - 05 AUG 20 STRUCTURAL REVIEW WITHIN EACH STORY WITHIN 15 FEET OF ANY SLEEPING - 14 OCT 20 PRICING SET AREA.MORE THAN ONE CARBON MONOXIDE DETECTOR - 4 AUG 22 PRICING SET UPDATE SHALL BE PROVIDED WHERE NECESSARY TO ASSURE - 23 JAN 23 REVISION 1 THAT NO SLEEPING ARA ON A STORY IS MORE THAN 15 - 27 JUN 23 ISSUE FOR CONSTRUCTION FEET AWAY FROM A CARBON MONOXIDE ALARM. 15 AUG 23 BULLETIN 1 2. CARBON MONOXIDE DETECTORS SHALL BE PLACED ON ANY STORY THAT CONTAINS A CARBON MONOXIDE - 14 NOV 23 BULLETIN 2 SOURCE. - 21 NOV 23 BULLETIN 3 3. CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN - 30 NOV 23 BULLETIN 4 I ARRODANCE WITH THE PROVISIONS OF NFPA 720. 4, SMOKE ALARMS SHALL BE INSTALLED IN THE IMPORTANT NOTE: I FOLLOWING LOCATIONS: \ / \ I 4.1. IN EACH SLEEPING ROOM The Architect of Record has not been retained \\ o // \ I 4.2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE z for Construction Contract Administration, and I VICINITY OF THE BEDROOMS o does not take responsibility for interpreting the 4.3. ON EACH ADDITIONAL STORY OF THE DWELLING, \\ 1 // \ \ w INCLUDING BASEMENTS BUT NOT INCLUDING intent of the construction documents, including CRAWL SPACES AND UNINHABITABLE ATTICS. making modifications as may be necessary 5. SMOKE ALARMS SHALL RECIEVE THEIR PRIMARY POWER FROM THE BUILDING WIRING.WHEN PRIMARY during the construction phase; undocumented POWER IS INTERRUPED,UNITS ARE REQUIRED TO code violations, and that the Architect of OPERATE FROM A BATTERY BACKUP. Record is no longer liable for the work where 6. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH,OTHER THAN THOSE changes to these documents have been made. BEDROOM 5/SITTING BEDROOM 1 REQUIRED FOR OVERCURRENT PROTECTION. _ 7. COMBINATION SMOKE AND CARBON MONOXIDE \ / O A 4'61/4,, 5112/ i 215 \ / \ " 5 1/2" 213 ALARMS SHALL BE PERMITTED PROVIDED THE ALARM 2-1" T-7 3/8" 213A IS LISTED FOR SUCH USE,AND THAT THE SMOKE AND SLOPE DOWN \ / SLOPE DOWN SLOPE DOWN - / \ SLOPE DOWN N I 215A CARBON MONOXIDE ALARMS HAVE DISTINCTLY / R.D. \ DIFFERENT ALARM SIGNALS. ; / R.D. \\ "' 8. A HEAT DETECTOR OR HEAT ALARM RATED FOR THE i ------ 212A N AMBIENT OUTDOOR TEMPERATURES AND HUMIDITY ------ _ = SHALL BE INSTALLED IN THE NEW GARAGE.INSTALL IN k HALL _____ "' A CENTRAL LOCATION AND IN ACCORDANCE WITH THE 14 ; 2 �Q 214 - MANUFACTURERS INSTRUCTIONS. LAUNDRY i i i i w BATH1 216 I i 214A i 0 cD 212 a i i 2 22A F. / 0 \ // p \ I 'i -/ \ / a N I -H ! +' � _ COPYRIGHT 02023 / w \ w i i! DRAWING IS AN"INSTRUMENT OF SERVICE"AND / O \ // O \ i r - IS THE PROPERTY OF BRUCE NAGEL+PARTNERS, / \ / ' "' ARCHITECTS AND THEY RETAIN ALL RIGHTS. „ � REPRODUCTION, MODIFICATIONS,OR ANY USE OF / \ / \ THIS DRAWING,OR ANY PART OF THIS DRAWING CLOSET WITHOUT WRITTEN APPROVAL IS NOT ALLOWED. ® 211 V-2 7/ " T-25/8" BATH 210A LO AUDIO VIDEO CONSULTANT: STAIR HALL 211A Q 210 `D 201 21oA a ° I 209A 5'83/4" Energy & REScheck Consultant: i T-5 3/8" i Glenn LaMay I 51/2" Home Energy Solutions 50 Woodbury Road I BEDROOM 2 Huntington,New York 11743 209A; 209 631.288.2271 I ENVIRONMENTAL CONSULTANT: I I 1o1c I I 5112" I 5'-8 3/4" 3'-5 3/8" j T-6 7/8" I I SURVEYOR: ° I David Fox LU I %v Fox Land Surveying > LO 64 Sunset Ave I ¢ w co Westhampton Beach,NY 11978 r a = ® ® in- 631.288.0022 I c� CLOSET U I � 2os LIGHTING DESIGNER: L, BATH 3 B 4 i 208A _ 207 207A 2o7A THE ENTIRE FLOOR PLAN HAS BEEN MODIFED TO ( ----- ----- REDUCE SQUARE FOOTAGE AS SHOWN ON THE I ----- `� CHART ON PAGE A000. ALL DIMENSIONS HAVE SEPTIC ENGINEER: BEEN MODIFIED TO REFLECT THE CHANGES,AND ALL ENCLOSED AREAS ARE INCLUDED IN THE I GROSS FLOOR AREA CALCULATIONS. I I BEDROOM I � ERRAC I 2os E2o1 j STRUCTURAL ENGINEER: ®(__ Daniel Siegel co DS Engineering Services,PC LO 10 Pine Court CLOSET Westfield,New Jersey 07090 ao 250 I 206A 973.985.4718 51/2" � `' 201A 5-8 3/4"3/4" 1 3'-53/8" !7'-6 7/8" INTERIOR DESIGNER: wz / f °- � / O 0 / CLOSET �' � PROJECT PARTNER: / / 205 / BATH 4 David Walker AIA,NCARB // 205A w 204 _ Chicago / 202A 204A 135 N Harvey Avenue EJ / 1 204A Oak Park,Illinois 60302 R.D. / 631.566.2950 ----- ----- / - ----- SLOPE cp ip \\ DOWN cv rn i 203ALO N ~ i SITTING ROOM 1 \ R.D. i BEDROOM 4 \ 202 \\\ 203 ' \ I Bruce Nagel + Partners Architects 203A "48 HIGH CODE COMPLIANT POOL STUDIO 153 Chardonnay Drive 0 0 \ GATE AT BOTTOM OF STAIR WITH East Quogue, New York 11942 t — ) 0 \ SELF CLOSING HINGES AND CODE j \ COMPLIANT POOL SAFETY LATCH GALLERY 69 Main Street I Westhampton, NY 11978 631.283.8855 tel www.brucenagel.com PROJECT: n v NOTIAS HOUSE 450 Paradise Point Road Southold, New York DRAWING TITLE: SECOND FLOOR FLOOR PLAN 17'-11 7/8,, 71/4"J —"—'-- ---____ SHEET NUMBER: Al 20 PROJECT NO. 2016 - ISSUE INFORMATION: -- NO. DATE DESCRIPTION _ - 21 JUL 20 DESIGN REVIEW _ - 23 JUL 20 HOME ENERGY SOL. ISSUE _ - 05 AUG 20 STRUCTURAL REVIEW - 14 OCT 20 PRICING SET - 4 AUG 22 PRICING SET UPDATE - 23 JAN 23 REVISION 1 - 27 JUN 23 ISSUE FOR CONSTRUCTION - 15 AUG 23 BULLETIN 1 14 NOV 23 BULLETIN 2 - 21 NOV 23 BULLETIN 3 - 30 NOV 23 BULLETIN 4 IMPORTANT NOTE: The Architect of Record has not been retained o for Construction Contract Administration, and \ / I o does not take responsibility for interpreting the intent of the construction documents, including making modifications as may be necessary during the construction phase; undocumented SLOPE DOWN ----- \ \R.D. I � / code violations, and that the Architect of \ it Record is no longer liable for the work where / / I SLOPE DOWN \ /i \ changes to these documents have been made. io FACE OF FINISHED z \ 'o ( / \ / \ / ��� EXTERIOR WALL BELOW o SEE SHEET A120 FOR LLJ �� \ I � \ I� �� / � � \ / DRAINAGE IN THIS AREA CL _ I \ / \ ! / / \ SLOPE DOWN =i- T.D. SLOPE DOWN �• - - -- -, -- -- - -- - / \ w - -- - - \ - - - - - - - / - - / \ � -- -� -- --- —' � -- '--- --- - ;0 \ COPYRIGHT © 2023 DRAWING IS AN"INSTRUMENT OF SERVICE"AND / \ SLOPE DOWN R.D. O IS THE PROPERTY OF BRUCE NAGEL+PARTNERS, ----- / // \ ARCHITECTS AND THEY RETAIN ALL RIGHTS. SLOPE DOWN ! \ / \ / THIS DRAWING,OR ANY PART MODIFICATIONS, F OFTH S DRAWING WITHOUT WRITTEN APPROVAL IS NOT ALLOWED. O \ AUDIO VIDEO CONSULTANT: co - \ / r-------� CURB MOUNTED ALUMINUM FRAME SKYLIGHT WITH INSULATED GLAZING Energy & REScheck Consultant: Glenn LaMay \ I o / r \ / ` z: Home Energy Solutions \\ �w / I / i O. O 50 Woodbury Road J / I \\ o / I/' Huntington,New York 11743 I O p I Uji, / ' 631.288.2271 // ' \ 0- / I ` Oco J / ENVIRONMENTAL CONSULTANT: --'-_SLOPE__?- A__ �-i-D ' � i / i \ DOWN ! 4— SLOPE DOWN �I SURVEYOR: r r \ / David Fox r / 1 it \ /R.D. \ / Fox Land Surveying SLOPED WN ( / SLOPE DOWN - -- - - -- P \ / - 64 Sunset Ave SLOPE DOWN R.D. I ' Westhampton Beach,NY 11978 / i I'I SLOPE DOWN 631.288.0022 W ` _ LIGHTING DESIGNER: r ' 4 -- �1!- / o \ , / \ / SEPTIC ENGINEER: / ,,, w o \ STRUCTURAL ENGINEER: Daniel Siegel IDS Engineering Services,PC \ L-------J \ I 10 Pine Court \ / Westfield,New Jersey 07090 PORTION OF FLAT ROOF z / \ UNDER OVERHANG BELOW o / j ( ( I 973.985.4718 I w / I I INTERIOR DESIGNER: \ JO cn / I � : r i j I / SLOPE DOWN \ i o / R.D. SLOPE DOWN PROJECT PARTNER: David Walker AIA,NCARB / Chicago 135 N Harvey Avenue Oak Park,Illinois 60302 631.566.2950 ' w // \ o \ SLOPE DOWN =---- T.D. SLOPE DOWN ARCHITECT: SEE SHEET A120 FOR � � � \ DRAINAGE IN THIS AREA CC \ O / \ - \ O o \ _ -,_ Bruce Nagel + Partners Architects \ , , -T -- — ' STUDIO ! o153 _ .__ \ y iv \ SLOPE DOWN -----� -� ' .. � j ,a � ;-- -- I East Quogue, New York 11942 0 \ \ R.D. �---- SLOPE DOWN / `" ! \ GALLERY \ - _1- - 69 Main Street Westhampton, NY 11978 / z \ 6www brruceenagel.com ' O \ � w � I PROJECT: NOTIAS HOUSE � I i ! 450 Paradise Point Road II Southold, New York - ---- I� DRAWING TITLE: ROOF PLAN i 1 tSHEET NUMBER: Al 30 PROJECT NO. 2016 Y y W y W y W y y y y W y y y y W W W W y W W y y W ISSUE INFORMATION: W y W W W W W W W W W y W W W NO, DATE DESCRIPTION W W W W W W W W W W t, W W W y W W 21 JUL 20 DESIGN REVIEW W W . W W W W W W y W y . W W y y y W W y W y y W W W W W W W W W W W W W W W W W 23 JUL 20 HOME ENERGY SOL. ISSUE y r' W ,;, / W y W W y y W W y y y y W W y y W _ W W •Y y 1/{ W V, W W y y W W W y y y W W y 'Y y y W W y W W 2 {A203 1 (A203 3 IA204 y W y W W y y W W - 05 AUG 20 STRUCTURAL REVIEW y y W 14 OCT 20 PRICING SET W W W I W W y y y W W y W W W y W W W W �• �, W ,,, W W y W y W - W W W W y W W W 4 AUG 22 PRICING SET UPDATE y W W W W W W W y W y W W W W y W W y y W W ,,, W W — — — — — — — — 7— — — — — — — y W y y y W W y y y W W y y W W y W W - Y W W W W W W y W y y W y W y W W W y y W W W W y - 23 JAN 23 REVISION 1 W W W W I I I y W W W y y y W W W y W W W W y W W W 27 JUN 23 ISSUE FOR CONSTRUCTION y W W W `F' y y W W y W W y 'Y W y - W W y W W W W W W I I y W y y y y W y y y W W y y y W y 15 AUG 23 BULLETIN 1 W W W y y y . y W W y W y y . y y y . W . W W y y 14 NOV 23 BULLETIN 2 W W W y ------W I I I I y y y . W W W . y y J, W W y y y . y W y y y W y W W y W y y y W y W '1' y W W y /r---- 7 \ y W W y y W W W y * W y y W - W W 21 NOV 23 BULLETIN 3 W W W W W " "+"r"" y W W y y W y W y y W W W y EL.V'F'•7�-4�' W W W W y y W Y + r r W R F W Y ,Y W W W W y r r " r .- ------ _-__--- - -__- _ _. _ -_ - _---- -_ _-_.-.--. _ _____.._-__._______--._____.___---__--.__.-_____-_-___--_.__---_-- ._ y y W W y W W y W W W W y y W WW W r ` " + .,._____ ______ _____.__- -_-._--_,,._----_____-__-_----.._..-..,_..--_._._____--_--,_._-_,._-_-_,_--_-_-__--_-__---___-__- __,.,_-.,----_,._ --_--_,_,_,----._-.---,_.-,-_-_.,-__,_---, __,--_.. -,.-_-_.- -_, -_-_ __.._-._ ---._--_-___._______ -___- __-_,__-- ____._..- -__-_-_ ___ ___ _-_ __ _-_ ___-__-. __.__. _ .__ ___ _ ..- _. 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I W W W W r-� W y W W y y W W W W y W W ` +"` "+`r `"+ `" r � _ -__--_. _ __- __-.--_-_-__._.-___.-___-___..__-"--'-_- _.--.-___..--_-_----_ -.- -_-._.__-_ _- -- W W y W y y W W y y TCj, W W W y y W W y y W W _ _ y W W W W W W W W y W W W " r r+" r`"" + r r ` / -- ------ __ - __ -_ __ __-_ - ...-__.__.__-_--__- ___.-_-.._.._-.___-___.._-_____--_-_-- _- -_.__----_ --- _ --_ ---_-- -.-_ _-..--___-____-_-.._.-.--__--_ .____-___________-_._____.--_ _--.____-_--__._------_ \ I r a r r +r r+r r r.a+`++ W y W y W W y y y y y y, W W W y y y V+35,-4n y y y W W y y y y W The Architect of Record has not been retained W y ` + + YL� W yr r + r __ _ _ __ ___-__---.--_--_-_-_ L r y W y, W w+' r r " "r+ r +r rr +r --_.. __'-._ .__--__ ___.__ -'�', _.-____ __.-.--__--_,-.--_ --____ -_..---___._-._-__-__ I I _ ----- ----_-_-_-_-_--____ ____,--_--_ r a` r y W y W W y W y W y W y FIN.CEILING . 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FIN.CEILING - - - ---- -1-- - - -I -- EL:+ 0'-0'1 TYP.FIN.GRADE I I I I I 0 Energy & REScheck Consultant: Glenn LaMay Home Energy Solutions 50 Woodbury Road Huntington,New York 11743 631.288.2271 EL:+2'-8" FINISH FLOOR 19 EL:+1'-2" ENVIRONMENTAL CONSULTANT: BOTT.OF FOOTING EL:+0'-5" GROUND WATER SURVEYOR: David Fox Fox Land Surveying 64 Sunset Ave Westhampton Beach,NY 11978 _EVATION (STREET) 631.288.°022 )" LIGHTING DESIGNER: SEPTIC ENGINEER: STRUCTURAL ENGINEER: EL:+37'-4" _-_-_--___--_-_-- —_ - TOP OF ROOF Daniel Siegel -------------------------------------------------------------------------------------------------------------- _---_---- --_ -_-_-- -- --__--- DS Engineering Services,PC -- ----- - --------------- ------------------------------------------------------- — 4 10 Pine Court M -- -------------------- --------- Westfield,New Jersey 07090 ------------------ — ------------------------ ----------------------------------------------- ---------------------------------- EL:+35 4 973.985.4718 FIN.CEILING -- - --------------------------------------------------------------------------------------------- ---- ----------------------------------------------- _-_ -- I DESIGNER: --- --------------------------------------- ------- ------------- - - - - -- -- �_`. — -- ------------------------ --------- - 4 ---------- ------------------------------- --------------- -------- ---------- --- -- ------------------------------------------------- --- : I . - PROJECT PARTNER: Walker AI CARB -- --- ------------- ----- —..-------- -- — er David Wa A N , - --- -- ---- — Chicago 1 n g EL. 26 4 -.. FINISH FLOOR Harvey venue ., Oak Park,Illinois 60302 . " - 631.566.2950 .: -- --------- - ------- ---- - --- - - - -------'----- - - - --- - - --- ----- --------- ---- --- ----- ------ ---- --- --- - -------- — - ------ � +24'0" . - - -- -'- -- -- - --- co FIN CEILING. EL. -__ _ ARCHITECT: .. ... .. . . - — ----------------------------- --------------------------------------------------- ---------------- , .. .. ------------ -_-- --_-- _ - -- - -- ------------- - . - . . . : _, .. ,.. . , ' --- ------------ ------------- ------ . : ---- --- - . III //r / .. - . . ----------- ------------- --- ---- - - — - -- S 105A a O .: - . --- ------- ---------------------------------------- , .. . : .. . " I .. - i. - Bruce Nagel + Partners Architects . . ----- -------- ------ 1. ..: �; 1. B e age \ % -- ---- -- ---------- - ----- - --- — : --- 103A \ . t -. '` i ,-:. STUDIO . .'. _ _--_ - .. _. ' . - - �' 153 Chardonnay Drive . ..: . .. .., East ewYork11942 - .' 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J__---I--- ---- Z -� -- - _--.__ -� - 1.-- -----I- -.------�- ---I-_T _---r-----; 1 --- I— -I �---�-i - I I - -- -- PROJECT: -1--�- -�-i- -1— ---�- ------- --- - --- -- -- --- -- - -- -- ---- _ _ 1 - j: _ --: - =_ -- - - - - -- I'' - -- --- ----- --- - I T -- 1' - - i - TYP.FIN.GRADE N OT I AS H O U S E - ---- I �- - _ ----- --�- -I ----- 002A 1 003A - -- 1 \ I ! I � ------ �, L 7 004A, 005A � `-- � ---.--- 005B I I 1 O � O 450 Paradise Point Road — _�_ - --- _ ; L_ T� 11 — \ ---- -- ___� .__ _ _1---_T-- - _ � -� Southold, New York t, \ L —_ —L ! ---- I -,_— 1 / ---� I-- ---- - --- , I / I —� � ------- �- _. ..____—_ i 'L_-_-- ill 1- n EL:+2 g DRAWING TITLE FINISH FLOOR EXTERIOR ELEVATIONS E__�L__:+��1'-2_�" ,� BOTT.OF FOOTING -_ EL:+0'-5�,_ GROUNDWATER V SHEET NUMBER: A201���� 1EVATION (RIGHT SIDE) PROJECT No. ,II 2016 I y �' y W W y �' W y W v y W y I y y W y y y y W y y y ISSUE INFORMATION: y y W y y W y y W y y, + y y y `�' y y W W W y �' W W + y + y + W W y y W W y y y W y y y y y y + y y y y y y y W y y y W y y y W W I y �• y y y W y y y W y NO. DATE DESCRIPTION W y W •�' y W y y W , y W y W W y W y y y W W y y y W W y y i W y W . y y y y y y y �'` + y y W y y y y 21 JUL 20 DESIGN REVIEW W W W y y W W y y y W y y y W W W y y y + y y y y W y + y y y + y - 23 JUL 20 HOME ENERGY SOL. ISSUE y W W W �' y W + y '" W y y y W y y •� W y y y W W y + y y y + y y y `" y y + _ y W y y W y W W y W y y y y W W W y y y W 3 IA204 1 IA203 2 IA203 y y y y + y y + y + y y y y + y y y W 05 AUG 20 STRUCTURAL REVIEW 7\ / 71 71 \ W y W y y y W y y y W y y y y W W W y y y W W W y y �• W W W W y W W y y y y y y y y + y + y + y y 14 OCT 20 PRICING SET �y y y y y y y y + y + y y y y y + y y y y y y y 4 AUG 22 PRICING SET UPDATE W 7 I y W y y W y + . y y W y y y W W y y y W y y + y y y y - W W W y W y W W y y y W W W y y y W W y y y W W y W y y y + y y y + + y y y y y + y 23 JAN 23 REVISION 1 W y W •� W y y W y W y W + y W y y y y W I I I y y y y y �, + + y y W y + y y y W y W y W y W y y W W y y W W y y W y y y y W y + y + y W y y . y - 27 JUN 23 ISSUE FOR CONSTRUCTION W y W y W y W W y W , W y W y + y y + + y y + y + y W y + W ,1, W y W W ,�, W y W W y W y W W y W I I y y y + y y y y W y y + y y y y y - 15 AUG 23 BULLETIN 1 y W y W y W y W y y W ,�, y y W Ili y + y y y W + y y, y y y + y - 14 NOV 23 BULLETIN 2 W y . W W W y W W W y W W W W y W y y y W W W W W y W W W y �` W W W y W W W I I I y __- y y y + y y -`�' y y y W y y y y y + 7 y y + y W y y y 21 NOV 23 BULLETIN 3 • " + y + y y yE 37'-4"y y W y x y W + W y W W y W '!' 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EL:;+10'-0„ TYP.FIN.GRADE b Energy & REScheck Consultant: Glenn LaMay I Home Energy Solutions 50 Woodbury Road Huntington,New York 11743 EL:+21-8" 631.288.2271 FINISH FLOOR EL:+1'-2" ENVIRONMENTAL CONSULTANT: BOTT.OF FOOTING EL:+0'-5" iii GROUNDWATER SURVEYOR: David Fox Fox Land Surveying 64 Sunset Ave Westhampton Beach,NY 11978 i 631.288.0022 3 EAST ELEVATION (WATER SIDE) SCALE:114"=V-0" LIGHTING DESIGNER: SEPTIC ENGINEER: I STRUCTURAL ENGINEER: EL:+37'-4" --------------------------------------------------------------'--------------' TOP OF ROOF ante Siegel ----------------------------- -- _ - IDS Engineering Services,PC ------------------------------------------------- ---------------------------------- - --- - -- q 10 Pine Court ih - -------- -- ------------------------------------------------------------------------------------------------ ------- Westfield,New Jersey07090 --------------------------- -- -- - ---------_-- ---_ - - -- - -- FIN.CEILING 973.985.4718 ---------------------------------------------------------------------------- - -------.---- --- ----------- ! 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SCALE:114"=V-0" 2016 I � I i � ISSUE INFORMATION: � I i i NO. DATE DESCRIPTION � i - 21 JUL 20 DESIGN REVIEW i I � - 23JUL20 HOME ENERGY SOL. ISSUE ; � - 05 AUG 20 STRUCTURAL REVIEW : ! i - 14 OCT 20 PRICING SET � 1 1 A301 � ! - 4 AUG 22 PRICING SET UPDATE i i � - 23 JAN 23 REVISION1 % : I I - 27 JUN 23 ISSUE FOR CONSTRUCTION I I - - 15 AUG 23 BULLETIN 1 1 1 - 14 NOV 23 BULLETIN 2 1 1 1 1 EL:37'-4" 1 TOP OF ROOF - I - - I I � , TOP OF BUIL I EL:+38'-4'L4_ - 30 NOV 23 BULLETIN 4 _ I : I I � i : ED ! _l I � I S - ! M IMPORTANT NOTE: - I :a I I 2M I - _.�11111 im : 1, FINISHED CEILING j, The Architect of Record has not been retained I I EL:+364" 1V for Construction Contract Administration, and I I does not take responsibility for interpreting the I i I i i intent of the construction documents, including ; I ! 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I I I =I I - �i .1 - I I - (,,,, A203 2 BUILDING SECTION PROJECT NO. SCALE:1/4"=V-0" 2016 ISSUE INFORMATION: NO. DATE DESCRIPTION - 21 JUL 20 DESIGN REVIEW - 23 JUL 20 HOME ENERGY SOL. ISSUE - 05 AUG 20 STRUCTURAL REVIEW - 14 OCT 20 PRICING SET - 4 AUG 22 PRICING SET UPDATE - 23 JAN 23 REVISION 1 - 27 JUN 23 ISSUE FOR CONSTRUCTION - 15 AUG 23 BULLETIN 1 - 14 NOV 23 BULLETIN 2 EL:37'-4" TOP OF ROOF - 21 NOV 23 BULLETIN 330 NOV 23 BULLETIN 4 TOP OF BUILDING EL:+38'-4" - IMPORTANT NOTE: FINISHED CEILING The Architect of Record has not been retained EL:+36 4" for Construction Contract Administration, and does not take responsibility for interpreting the intent of the construction documents, including making modifications as may be necessary BEDROOM 4 SITTING ROOM during the construction phase; undocumented 203 202 o code violations, and that the Architect of Record is no longer liable for the work where changes to these documents have been made. FINISHED FLOOR � � EL:+26'-4" �Cc�' FINISHED CEILINGCID N EL:+24'-0" BEDROOM 6 BATH 6 CLOSET BATH 5 LIBRARY 106 105 104 103 102 o COPYRIGHT 0 2023 J DRAWING IS AN"INSTRUMENT OF SERVICE"AND a IS THE PROPERTY OF BRUCE NAGEL+PARTNERS, ARCHITECTS AND THEY RETAIN ALL RIGHTS. REPRODUCTION, MODIFICATIONS,OR ANY USE OF x THIS DRAWING,OR ANY PART OF THIS DRAWING I Cl) FINISHED FLOOR WITHOUT WRITTEN APPROVAL IS NOT ALLOWED. a EL:+14'0„ - e1Y - - I�-_-! • o FINISHED CEILING AUDIO VIDEO CONSULTANT: , EL. 12-1 1I4 EL:+10'-0 -- '-- ' jam, _! —, •. : TYP.FIN.GRADE - - :I I= - !_I I-- ,_I !I BATH 8 BATH 7 BEDROOM 7 • • i- I_!-"=!_! Ili�!:- !_!�_—.I��---!I�-- I I -) ! ! I !( ! ! III_-,_�-�- =! --;;_---I ! --I i == I'-_III ' I !-I ;_ • .�'' I ?-= . - ' ' '-----' ' -' I --' t ! I I=i I I=1 I '=-i I I_I ! I_.!!I__! I I i !-�I I_._f I -_!I !-_ .. .==I I i-_,; . .••: I�_!I L= ' !=-1 I =1 I !=1 I 1=! I !==1 I =1 I I1 I I=1! 005 004 003 002 '--! ! -- ! ' _! - _ _--! ' -- I -_ __, - ! , -- I11; I-_I_I ,- .._. _ , - I ;-1 (- I I__.II _! ! =-III-=1 ! I: I I =_-1 ! =1 1 - 1 I _'_--III _-1 -1 !1=1 ! I 1=1 I- 1 I --I I ! !_ _ I I ! _ - 1 Energy & REScheck Consultant: _ ' -1 I---; � ; - !_ ! - -_ -1 I - ! �-, --- -- 1=!I - •. -I '_ '-- --- -- ---! !_- ; 1 _-I = !_I ' ! I I !! Glenn LaMay I - Home Energy Solutions 50 Woodbury Road -III---1 I I---! , I--III---III-I : I__I I !__! I II i I-I I!_I ! IIII-III-1! I-III_-I I I__I i I__I I !--- I ,_, I =-= I =-=1 !--_I _ I__' =1 --- '_ 1=1 --_ , - __I _ ! --- • . I I 1 I I I-�t I_I I I-� I I, I_, 1-1 I 1-- I I---_I_I_-----III !I I i 1=, .__ : .'-- _ _ • ' • ! 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I !----I1�-II-II-!----I--II---!I !,=!I,—I!I I--_--I!--.!I, -- I-I1-- I 1II I ' --- _-- - II- _I SHEET NUMBER:- -- -- — —I-, It --I ! , A204 4 BUILDING SECTION PROJECT NO. 2016 SCALE: q- I'_on ------------- --------- ISSUE INFORMATION: NO. DATE DESCRIPTION 21 JUL 20 DESIGN REVIEW 23JUL20 H ME ENERGY SOL. ISSUE 05 AUG 20 STRUCT URAL REVIEW 14 OCT 20 PRICING SET 4 AUG 22 PRICING SET UPDATE 3*� 23 JAN 23 REVISION 1 g 27 JUN 23 ISSUE FOR CONSTRUCTION 5� 15 AUG 23 BULLETIN 1 14 NOV 23 BULLETIN 2 M -Ag N, 21NOV23 BULLETIN 3 PR S 30 NOV 23 BULLETIN 4 ............ IMPORTANT NOTE: -7, The Architect of Record has not been retained A RA" for Construction Contract Administration, and 0 4 ffi,-� h" uWAR VuAt�p"' does not take responsibility for interpreting the intent of the construction documents, including 'AN making modifications as may be necessary during the construction phase; undocumented code violations, and that the Architect of changes to these documents have been made. M"M IV 14 ft'3! COPYRIGHT 2023 DRAWING IS AN"INSTRUMENT OF SERVICE"AND 10 IS THE PROPERTY OF BRUCE NAGEL+ PARTNERS, ARCHITECTS AND THEY RETAIN ALL RIGHTS. 11 IIIII11jilli 1, 1111111 REPRODUCTION, MODIFICATIONS,OR ANY USE OF THIS DRAWING,OR ANY PART OF THIS DRAWING WITHOUT WRITTEN APPROVAL IS NOT ALLOWED. WEST ELEVATION (STREET VIEW) VIEW AT SOUTHWEST CORNER NOT TO SCALE NOT TO SCALE AUDIO VIDEO CONSULTANT: Energy & REScheck Consultant: Glenn LaMay Home Energy Solutions 50 Woodbury Road Huntington,New York 11743 631.288.2271 ENVIRONMENTAL CONSULTANT: R,-F 0, 7 ...........I % '5 SURVEYOR: David Fox Fox Land Surveying 64 Sunset Ave Westhampton Beach,NY 11978 631.288.0022 LIGHTING DESIGNER: SEPTIC ENGINEER: g STRUCTURAL ENGINEER: Daniel Siegel VIEW AT SOUTHEAST CORNER DS Engineering Services,PC NOT TO SCALE 10 Pine Court Westfield,New Jersey 07090 973.985.4718 INTERIOR DESIGNER: M -1 AM 'T T--,,�"N AM "g, ","WeR" 0 0 0 0 0 T-1 DETAIL VIEW AT MASTER BEDROOM NOT TO SCALE PROJECT PARTNER: David Walker AIA,NCARB Chicago 135 N Harvey Avenue 84" Oak Park,Illinois 60302 631.566.2950 OR ARCHITECT: "'x Bruce Nagel + Partners Architects vqi I - ':1 , STUDIO E� 153 Chardonnay Drive East Quogue, New York 11942 7,� GALLERY 69 Main Street Westhampton, NY 11978 631.283.8855 tel www.brucenagel.com PROJECT: A NOTIA 'z HOUSE 450 Paradise Point Road Southold, New York DRAWING TITLE: SCHEMATIC RENDERINGS SHEET NUMBER: VIEW AT NORTH EAST CORNER VIEW AT POOL PATIO LOOKING NORTH A230 NOT TO SCALE NOT TO SCALE PROJECT NO. ----------- 2016 I ISSUE INFORMATION: METAL COPING WITH DRIP EDGE - TOP OF FRAMING METAL COPING WITH DRIP EDGE NO. DATE DESCRIPTION EL:+38'-2112" 3/4"PLYWOOD ROOF SHEATHING - 21 JUL 20 DESIGN REVIEW 7�7_ 23 JUL 20 HOME ENERGY SOL. ISSUE - _ - -- -- - --- --- -- ---- - - __ --- -------- __________7 WRAP MEMBRANE ROOFING OVER TOP OF PARAPET - M ___- - _- - - - _ ____ __= WRAP MEMBRANE ROOFING OVER TOP OF PARAPET - z= :::===-__ -_____ ---- °-- --- -_- ____ - 05 AUG 20 STRUCTURAL REVIEW WALL AND DOWN FACE OF WALL6"MINIMUM o00 00 00 00 00 0 0 000 0 000 0 0000 0 WALL AND DOWN FACE OF WALL6"MINIMUM o0 00°000000000000°00000000000000 - 140CT20 PRICING SET 000000000000000000000000000000000000 000000000000000000, '''; " 0000000000000000000000000000000000000 00000000000000000o t` I ' 000000000000000000000000000000000c000 00000000000000000 rn o000000000000000000000000000000c I,I', l000c0000000000000000000000000000000000 00000000000000000 _ o 000000000000000000000000000000 - 4 AUG 22 PRICING SET UPDATE I,,.,, I �00000000000000000000000000000 000c0000 0000000000000000� I, 00 000000000000 o000000000000000c :::: i ' 000c00000000000000000000000000 00000000 0000000000000000 1 00000000000° o00000000000000000 0000000000°0° 00000000000000000c - 23JAN 23 REVISION 1 MEMBRANE ROOFING OVER TAPERED :__, '; o00000000000000000000000000000 00000000 00000000000000o MEMBRANE ROOFING OVER TAPERED o0000000000000 0000000000000000 I, i 0 0 0 0 0 0 0 nnc�_nn n n nr c:�aan�- aaan nnan n r:a`i�an�n n n n n n n ' I ,i U�: ctiann�ns� a-nnnnnn-nn nnn nnnr INSULATION BOARD 114 PER FT.MINIMUM I'h: o°o o° INSULATION BOARD @ 1/4"PER FT.MINIMUM - 27 JUN 23 ISSUE FOR CONSTRUCTION I';;, !„>o 0 0 0 o TOP OF PLATE I li _ - 15 AUG 23 BULLETIN 1 o o o of EL:+36'4 5/8" I i SIMPSON COIL STRAP CS20 INSTALLED AT EVERY ! 0 0 0� SIMPSON COIL STRAP CS20 INSTALLED AT EVERY 0000 - 14 NOV 23 BULLETIN 2 - J_ STUD AND RAFTER ATTACHED WITH 10D NAILS ! STUD AND RAFTER ATTACHED WITH 10D NAILS 0 0 - 21 NOV 23 BULLETIN 3 AS PER NAILING SCHEDULE I AS PER NAILING SCHEDULE i o o - 30NOV23 BULLETIN 4 o __ _ _ _ o 5l8"DRYWALL OR 3/4"PLYWOOD FIRE BLOCKING - I IMPORTANT NOTE: (TYPICAL AT CAVITY OPENINGS BETWEEN FLOORS) The Architect of Record has not been retained 3/4"PLYWOOD ROOF SHEATHING for Construction Contract Administration and does not take responsibility for interpreting the �� \\_ intent of the construction documents, including 5/8"DRYWALL OR 3/4"PLYWOOD FIRE BLOCKING OPEN CELL SPRAY FOAM INSULATION IN OPEN CELL SPRAY FOAM INSULATION IN making modifications as may be necessary (TYPICAL AT CAVITY OPENINGS BETWEEN FLOORS) CAVITY R VALUE ROOF CAVITY TO R-49 VALUE during the construction phase; undocumented code violations, and that the Architect of SOFFIT FINISH TO MATCH FACE OF Record is no longer liable for the work where CANTILEVERED OVERHANG,TYP. changes to these documents have been made. 5/8"TYPE-X DRYWALL ---- \ (TYPICAL) 5/8"PLYWOOD SHEATHING - 5/8"PLYWOOD SHEATHING D. HORIZONTAL WOOD SIDING - go r �� ��' E D,ly (REFER TO ELEVATIONS) = �' c� � O, I W - I _. :j R-15 KRAFT FACED BATT-INSULATION - o o III '�' (TYPICAL EXTERIOR WALL) a' 11 � . 2"LAYER CLOSED CELL SPRAY FOAM CAVITY - U__ 14 . 2 INSULATION WITH MINIMUM R5 VALUE ''i�� (TYPICAL EXTERIOR WALL) FINISH FLOORING -, COPYRIGHT © 2023 DRAWING IS AN"INSTRUMENT OF SERVICE"AND p IS THE PROPERTY OF BRUCE NAGEL+PARTNERS, 0 1 1/8"WARMBOARD-S RADIANT PANEL -, STRUCTURAL TONGUE AND GROOVE ARCHITECTS AND THEY RETAIN ALL RIGHTS. 0 REPRODUCTION, MODIFICATIONS,OR ANY USE OF o SUB FLOORING SYSTEM CLOSED CELL SPRAY FOAM INSULATION .. - _ THIS DRAWING,OR ANY PART OF THIS DRAWING AT OVERHANG CAVITY(TYPICAL)WITH1. WITHOUT WRITTEN APPROVAL IS NOT ALLOWED. BISON(OR EQUAL)ADJUSTABLE PEDESTAL MINIMUM R 21 VALUE . . . . . • . . - . o SYSTEM FOR EXTERIOR STONE TILE - . - � ' o ; ROCKWOOL SOUNDPROOFING ., . . . . o MEMBRANE ROOFING OVER TAPERED � i INSULATION(TYPICAL BETWEEN FLOORS) MEMBRANE ROOFING.OVER TAPERED AUDIO VIDEO CONSULTANT: INSULATION BOARD I' � < o - I - INSULATION BOARD1. . . o `� TOP OF SUBFLOOR . . - - i ,i 11 EL:+26'-31/4" . METAL COPING ------------- - - -- -_- - . . _ . - -- -- -- - ... . - --- -- -------- - - - - - - - -- - -- --- ------ -------- --- . I M I 11; _________----------------------- __________------------_____________________ _____ _--------------------------------------------------------------------------- I I . I ,' . . I i . . . . N I' 1 II TOP OF PLATE Energy & REScheck Consultant: �r I ' !i iN 11 !I 111I 'i i ';I i1 EL:+26-01/2" . . .. . Glenn LaMay I I III, . . . .� - Home Energy Solutions . i :i, 96 � 50 Woodbury Road I . . r� u o d I: III r:99mam . rY ' IIIII � I/M I'll/--� TOP OF BEAM �' __ _________ Hunting[ ,I I ';'I EL:+24'2114" - - - , - - --- - - - - - - - - - -- - - - - - - - - - -- - -.- - - -. - - - - - -. .- - - - - - - - - on,New York11743 631.288.2271 . . . . . _ , . I I,i'''' 'III j. . . , . . . - . . . , o I ----- I I . . . '. 1. . Iil � ENVIRONMENTAL CONSULTANT: .. , . 3/4"PLYWOOD SHEATHING _/ ' . - - IIli. . . . - ! I- - . . . . . . . . . I .. - N. I',I . . . L . . . . (,Ili I!CREATE VERTICAL DRAFT STOP PANE . SIMPSON COIL STRAP CS20 INSTALLED AT EVERY " . . - I'! I - --- - - - - - STUDAND RAFTER ATTACHED WITH 10D NAILS WITHIN OPEN HORIZONTAL CEILING - . . . ' - - . : I !,I';N, ;I i II! - --- ii'''III I'', AS . . . . O SF MAX (TYPICAL � ' PER NAILING SCHEDULE CAVITY EVERY 100 TY 44 I' . FOR ALL LEVELS) . - .. 1. . -- - -----I !- - - - - - - - SIMPSON H2.5 OR H3 HURRICANE � `. w. ` ' SURVEYOR: CLIPS AT ALL SIMILAR RAFTERS - . .• DRYWALL � ' . - . . . � - I. 518"TYPE X David Fox . . (TYPICAL) - Fox Land Surveying . CONTINUE PLYWOOD UP'TO.BOTTOM OF . . . . ... 64 Sunset Ave - JOIST TO CREATE FIRE�BLOCKING - - .. - - . . . Y 11978 . . . - - - - - - - ... Westhampton Beach,P , . .. � .. . mt % 5/8"DRYWALL OR 3/4"PLYWOOD FIRE BLOCKING -�•' 631.288.0022 . . . - .. . . . . - (TYPICAL AT CAVITY OPENINGS BETWEEN FLOORS) ' . I .. . ' ' . � -- — — - LIGHTING DESIGNER: STUCCO FINISH SYSTEM - _ N . . - - - - . ' . . . ' I . .. - . . • . , , w v .. - . . . . . • . . .. .. . . O = M � ' . . - . .. = - . . .. . . . . . . . . ... . . 1. Z . 1. . . . . ' . . SEPTIC ENGINEER SIMPSON.COIL STRAP CS20 INSTALLED AT EVERY '� .' CONCRETE SLAB,REFER TO STRUCTURAL - STUD.AND RAFTERATTACHED WITH 10D NAILS - . " DRAWINGS FOR INFORMATION AND REBAR . . - _ f - - � .. CONCRETE SLAB,REFER TO STRUCTURAL AS PER NAILING SCHEDULE' , SPECIFICATIONS . . . . - . . I. _ DRAWINGS FOR INFORMATION AND REBAR . .. 1. .. i. SPECIFICATIONS ANCHOR BOLTS ' , FINISHED FLOORING . - - . . . . .. STRUCTURAL ENGINEER: . (REFER STRUCTURAL DRAWINGS) . . - . • ' - .. : . . - . - .. ; . . - .. FINISHED FLOORING , " Daniel Siegel 1 1/8 WARMBOARD S RADIANT PANEL I % - . . DS Engineering Services,PC . ' BISON(OR EQUAL)ADJUSTABLE PEDESTAL' • • STRUCTURAL TONGUE AND GROOVE I . ' .- ' . ' . . . . 1 118 WARMBOARD-S RADIANT PANEL 10 Pine Court . . • SYSTEM FOR EXTERIOR STONE TILE � . ' . SUB FLOORING SYSTEM . . STRUCTURAL TONGUE AND GROOVE Westfield,New Jersey 07090 .. . .. SUB FLOORING SYSTEM . '. . . . 973.985.4718 . . , --STONE TILE PAVERS'-\ . I " STONE TILE PAVERS ' . . . INTERIOR DESIGNER CONCRETE SLAB ON GRADE --� . . . (SLOPE TO DRAIN PER PLANS) .. . CONCRETE... LAB ON GRADE . .. N '. . . . - (SLOPE DRAIN PER PLANS) TOP OF SLAB d < - EL:+13'-101/2" ! I r d d d d <d < < < i c� Q A TOP OF S B <. d --- ----- -- - --- -- - ` 4 d .----_-_-' ° I I I I I , I ' ' ' I ' ' ' ' ' ' I PROJECT PARTNER-- ----_- .__--- I- -- - I I ! --- - ------- < d v :L T -- - --- -- - -- ------_ -- _ _ - d d /t d '� - < `_ Cn d d d C d 1 — i ! ' — d d j1 I _ ( I I ( 1j I ! - -- I I ---_- d ! David Walker AI CARB __ i a A N I I I I I I I I ( I I I � I I I I i I I - ! 1 I i � - -------- ---------�---------- - -1-- - - - ' i I -- ! : I i I ! 1 _ i � I � I Chica o ----- -- - j ! ---- I -- I I - I --- 1 f - i I P''I �! --- - I _ ;;i lln 135 N Harvey Avenue 1, ! I I ----- d 60302 ----- -- ---- -- --- I -- --- ! --- I I I --- 1 I -- I -- — — - — d 631566 2 ' - -- I'i d-- - I - I - I ----- I I ! j TOP OF SLAB d _ d -- ------- -------- ---------- ------ --- Oak Park Illinois < i �iajw _-_ _ _ -------- ---c it I,' USG ENSEMBLE ACOUSTICAL DRYWALL _ __ _____�- _?-- L _ --- ------ --- - I d I -__ i --- ! I ---. it it _T _- d -- ----- -- - ---- ' ---__ ---- -- ----- - - ( 'I : I - I - - -- ----- f ! --- - CEILING SUSPENDED SYSTEM(OR EQUAL) ! I I I ---- I -----.- ,'I'„ 1 a --__ I I - - - --- --- - ! n USG ENSEMBLE ACOUSTICAL DRYWALL ARCHITECT: --- 1 j ------------ , I ----- I - I — 1 - ! --- < I N n - - --- - I I L, - - - ! I I I I ( CEILING-SUSPENDED SYSTEM(OR EQUAL) I I ! COMPACTED GRADE i d COMPACTED GRADE ! I i ( - --- I _ -- i -- ----- - ° d , I ---- --- - - --' __- . _. _ ! - 1 I - I f I 'I' d d 2x FIREBLOCKING I - - ---_----- ------ -- -- - -- - --- ---- -.-- 2x FIREBLOCKING - - ---- ---- - -------- --- a < < - - I -- ( i --- ! I ---- I a ii ii ---�---------- I -- ---__---- -------- -- i I ;11 --- ------ ----- ------- --------- ° ! ------ ------ . -__ i --- A TOP OF SLABIt I i < + a _ --__ i !!!! EL.+10 3 5/8" d I d I I R 13 GATT INSULATION----- -------- --------- ---- -__ - ---- _- R 13 BATT INSULATION d 4 d I I i, -, _ �a.,. ------ - l !; d - - - - d < -- --- - --- 11 - - --- -- - - --- ----- ------- -- - I ( n I ! 1 I _ - -- I I — 1 1 iL I ! i ; ! II,II < i - - � ____ l ------ ------ --- - --- 1 — , --- i -- --- ---- -- I _- - ------- j - d Bruce Nagel + Partners Architects I � - g I _- - _.—_- ------- DAMP PROOFING AND SEALANT I „ I _ - '— , i I -- ( _ - I -- I i ---- L r i;�,,,',, d 2112 STUD FRAMING I ----'-- - ---- ---.__..---- ---------- - -- d ---- --- ------ ------ ------ - ° 2112"STUD FRAMING d ; DAMP PROOFING AND SEALANT ! - _ ON FACE OF F - ! I ( -, ! I I _ -_ _ _ ! - _ ON FACE OF FOUNDATION WALL 1 I -- I I '!' STUDIO -- FOUNDATION WALL ( ---- d I - I I , - - - - ------- ------ I d ! __— --- 1 I I I < I I I I 11 I - ! --- - ----- 153 Chardonnay Drive - I f I I I --I I ! - I I - - - n ----- -- -- ------ j -- < I _____-- ! ---- I - - - d ---- ---- j - ----- -- - - ---'-- - ° East Quogue, New York 11942 d I ( I ! I I I I I I ------ I I -- ---- ! I - ! I - I ! - , I d d - < I ----- ---- --- I - ---- I --- ; -- - I I - j ! I ---- --- - I ----- i ----- d d „„ _ „„ ___- _.___. I C II I. N ----- ! - ---- I - --- , --- ---- ---- 1 -- - -- , - - ----- -------- I -- ---- ! =----- < - 1 1/2"THICK DRAINAGE BOARD - I I --- ! ! GALLERY -- -- --- -- - --- ----- i 2 I - d - I d - - _ ii 69 Main Street -- i I - -- - ------ I - I o -- - - - ---- ; ----- --- -- ON FACE OF FOUNDATION WALL - I d _ _ —_ � i d ' I I I � I I I I � I I ( ' �; L = - - , --- - --- - -- ------ j --- i ------ < - - - - I , - ! I I - a F- Westhampton, Y 11978 1 -— - — I ------- -------- - ---- --__. , ----- --- — I ---- -- 1 ---- 1 1 1 --- — ----- --- — ------- ------- --_--- -- -- ---- _ < 4 I n I - i - I --------- ----- ! -- - w - i I ___] _. I - I , I _ I c� „ , 11 I I ! I 1 I ( I i I _ ° I- d 631283 8855 tel ----- ----- - j I ; ----- „ - --- - ---- I ! --___ - j I -- 4 d o 0 - --- < ---- ------ --- --- ° - -- 4 _ 1. d d o � www.brucenagel.com 1 1/2 THICK DRAINAGE BOARD � I IT:ii a o' _ ° - I ----- -�.__ v - < ----- --�.- I a < - -I - - -- I ------ _ _-__ - _ - 6' W I ---- -- --- - -- -- - -- < I I - j - = _ ON FACE OF FOUNDATION WALL < W ' d d d I I I I ---- --- --- I 1 -- -- ---- z 1 4 < ° d ' ___ -'---- I -.------ - 1 d d d --- - - — 1 d < G d ! 1 - ! I ------ ! ! ------ ---- -- `-'' Z PROJECT: '„ PORCELAIN TILE FLOORING ON LEVELING l __ - ___- I �_ _ 1 _ i_, _ I! -- -1 -1 :„ PORCELAIN TILE FLOORING ON LEVELING -- ; II.I II .d ! I I I i I __.__._ I ---- -- -- I I I I — I� i - ___ I I ....-.._— I-I--- _ -1- I i -I=-- -- 1 I -.---- I i ! __--- ._ -------- ---- I I ------ ! ! ,„ COMPOUND AND LAYER OF THIN E --- - ---- I 1 - ! - --- _- ----- I ------ -_ ------ ---- - - -- --- -- I�- I -- -- ---- i ' - ' -- ----- I - - -- ' I I d S T I ! i I I ( - °Ili ii d COMPOUND AND LAYER OF THINSET f ____ ____ I ____ . _ _ _ — ____ ____ _ ----__-_ ______ _____ _ _ _ _ NOTIA'zH0USE ____ I I _________ _______ ; _______ ________ 1 1 n ► ; I I I I I , _ _ _ I - --- - - i i ° d : 1 1l8"WARMBOARD S RADIANT PANEL --------- I ------ --- ; I - - I --- , - -- - -- _____ ------- ------ ----- - - -- I I I -- I--- ( I , 1 - I -"---I I------ ---- - - -' - - --- -- I I -- I I - I - n ------.- I I - --- ------- d 1 1/8"WARMBOARD-S RADIANT PANEL i I - I - - I ! d STRUCTURAL TONGUE AND GROOVE I I I -- -- ------ 1 _-.-_- -- _-__--' -- --- I I i -- ! I --__ I ---- I _ I --------^ ----- ; { - - I - _ I 1 -'''I'I'''I d STRUCTURAL TONGUE AND GROOVE ! - ---- ------ --- 1 -- - ( --- - ----- I ----- - --- -- I --- - ;;',!'ii SUB-FLOORING SYSTEM 1 ---------- -------- ---- ---- ---- I --- - I ---- I -------- : I i - --_ I - -- I I I ------- ------ - I I -_ ._ ----- _ _ „ I i I i ( 1 I SUB FLOORING SYSTEM 1 - -- _ FILTER FABRIC -.-__-- I I I ---- oad -- I ! i - - I ---iil;ii <° -_-- ; I I i I :I I _ I --- I I- - ! , I � FILTER FABRIC---- -- _- I -I----- ---- - `' 45 Paradise Point R _ _ ( 1 � - - -- I - ---- I I 1 _ I , 1 1/2"INSULATION BOARD I -----. -- - ----- 1 - WRAP DAMP PROOFING OVER TOP � I I ( - - ---- 1 -------- ! ----- I -- -- W P MP ----- - - - a 1 1/2"INSULATION BOARD Southold, New York i _ _ _ „ - — ' ' I --------- ------- I ! I 1 I I i I I 1 I ! d BETWEEN SLEEPERS ! I I i - --- ---- I -- _ - - RA DA PROOFING OVER TOP- -__-__-_ ------- -------- -- OF FOOTING AND OUTSIDE EDGE - --- > --- - ( I I :;: ° BETWEEN SLEEPERS --- ; ---- I ---- I I --------- I 1 I -- - I I - ( 1 - —I ( I I I --- - - -- ------- ----- I -- -- -- - I OF FOOTING AND OUTSIDE EDGE ---- ( - _!II,''!Ii --- ----- - - -- 1 - ----- I 1 I ------ I -- --- 1 - - ! I I ( I - I i I I I it °T DRAWING TITLE: ! l I I I I r, 2x4 SLEEPERS OVER I - ( _ _ _ I 1 I _ I _" „ 2x4 SLEEPERS OVER -----_- -_-_-__ ___ .----- I I - - _ -_ _._ "„ _-- I _ -- I ! --_-_--- __ _-- ---______ I - I „ < CONCRETE SLAB WALL SECTIONS - -- -- ;;;;i„ ---- -= 1 --'--- I I i I -- — = - — I �- ----- ----- I 11 „„ 1 - --- - - - ----- 2x4 SLEEPERS OVER - - - --- - - - -... -- ---- ,i ii,, i I - - I CONCRETE SLAB - - ! - _-- - -- ° < -- -- ---- 1 ' d I ° -- - ----- MEDIUM-LARGE GRAVEL --�--- -- ----- I d _ _ -- I i ! ! - I I ! - - i 1 ! -- - ! ;! --- I ! - -- ---- - I ------ - ---- -- - ---- - - ----- --- - i I - ------ IJ I -------- ' I ---- ! -- - ' I I MEDIUM GE GRAVEL I ! : j ! -- - ! k,'I a I I I I I I - I - d , ! I I I i ! I I i — ! - - I ! - --- - - - i ----- ------ ! ------ --------- -------- - I --- - - -- ------ -------- I --- - ! ---- 1 ---------- ! - 4, ----- ---------- I --'--- I 1 '�, - -- ! I - ; ! i — -- d d I -- ---- ----------- —_ _._—_ �--- ------ --"--'--- --'-- „ I ! „„ 1 : ! I : „„ I ! I „ d ---- - - - I - < I - I I i 1 , I - TOP OF SLAB 1 _ ,� _ _ j 4"D►A.PERFORATED DRAIN PIPE I - 4"DIA.PERFORATED DRAIN PIPE I ", ,^ � < EL:+2'-10" ---- ---- ------ I __-- ------- -- - - ---- ! ° < d , I I ! I I I I , ! "C� ° f ; � d 4 --- I -- i - u3 d SHEET NUMBER:K I i I I i I , 1 —'— I I --' - - ------ '--------- --- ''},. ,i' r -1 .-� u � ii _,�_, ' �: ��� 'e�,�l I I I I I ( Y".a', �, p 'y f! ��`'. �' ��` �i--` :' `'• _ - I . I _ - - - -. r x_c-,,' - :'N,, i-_ :.�/, -: -.. -�.A, i .---_ - i i N �,' _ re J' 'iJ „1,1. J' � -i,'ry..e�1 I r7 ' } �a r ! - - ---- -------- - -- --- ------- - --- - 1 hr � : I , I ! i I ! I I ( I I JY',;' L I^ I ; -�- .I 1 -)i `/ a�},_-'ar Sli -- I i I . - I 1 - I ------ I I --- I ----_ I --------- I j _-. t ;y',; d --- -' - I -- i - -- --- - --- ----- ----- -------- ------ -� ' ! r,., 7. tt ° d - - Y� I I _ 1 : I — { i i I - I — AEI '01"w. _ _ I _ i -------- I -------- I ! I - — I ! 1 - - I I I �. -' j d �, ------ I ---------- -------- 1 1 --_---- ' - I I —' I -- ------------ --------- ------ - '1,.✓„ar'• �,, a _ --- WAL SECTION 1 I rJ` ' �' VAPOR RETARDER OVER -----"--- - , d d d ---- ----- - I - : ALL SECTION- -- - < Q - 9 h>J — I d I - _ `�{ �:' -_ VAPOR RETARDER OVER r -- - - - ( - - - --- 1 - - 0 0 - ----. 1 I --------- _ N - I i I - »-? < 4"GRAVEL BED a < 4 " 1 I I .! n - BOTTOM OF FOOTING I I ----- --- - -----I I I -- i I I „' '' ° < ° --- 4 GRAVEL BED A301 l --- I ----SCALE.314 �-0 ! - - --- ----, 1 - 1 - ! - . ---- I I ----'- ! --�-- ----- -- j I I ----- -- I -GALE 3/4"±1'0" I - -- ------ ---- 1 �, a --- -- ! --------- I I I I I I I I ( I I I I I I I I i EL:+1-2" - I l - ( I I I I I ! i i I c I I ! ( 1 i PROJECT N0. 2016 ISSUE INFORMATION: NO. DATE DESCRIPTION 7'-2" _ 2'-0" 2'-0" 11'-6" 1V-6" 7'-6" CORNER 12'-5" - 21 JUL 20 DESIGN REVIEW - 23 JUL 20 HOME ENERGY SOL. ISSUE - 05 AUG 20 STRUCTURAL REVIEW - 14 OCT 20 PRICING SET - 4 AUG 22 PRICING SET UPDATE 27 JUN 23 ISSUE FOR CONSTRUCTION - 15 AUG 23 BULLETIN 1 - 14 NOV 23 BULLETIN 2 002A !' 003A `� - 21 NOV 23 BULLETIN 3 ! \ \ 30 NOV 23 1 BULLETIN 4 IMPORTANT NOTE: ! ` EO The Architect of Record has not been retained 004A\ 005A 0 005B for Construction Contract Administration, and \ ! does not take responsibility for interpreting the `\ 11 intent of the construction documents, including \� 11 making modifications as may be necessary \ ! during the construction phase; undocumented \\ !' code violations, and that the Architect of ------ Record is no longer liable for the work where changes to these documents have been made. I QED A � D. 28'-10" 3'4" 8'-2" 6" 4'-10" 6" 8'-2" 3'-4" 14 2'-6" 4'-10" ! 4'-10" COPYRIGHT 0 2023 DRAWING IS AN"INSTRUMENT OF SERVICE"AND IS THE PROPERTY OF BRUCE NAGEL+PARTNERS, ARCHITECTS AND THEY RETAIN ALL RIGHTS. REPRODUCTION, MODIFICATIONS,OR ANY USE OF THIS DRAWING,OR ANY PART OF THIS DRAWING i i WITHOUT WRITTEN APPROVAL IS NOT ALLOWED. i AUDIO VIDEO CONSULTANT: 7 17 104A 105A 103A \ Energy & REScheck Consultant: Glenn LaMay Home Energy Solutions 50 Woodbury Road Huntington,New York 11743 631,288.2271 Cl) 101C 101D 101E ENVIRONMENTAL CONSULTANT: 17'-10" CORNER 6-8" N M SURVEYOR: David Fox Fox Land Surveying 64 Sunset Ave Westhampton Beach,NY 11978 631.288.0022 LIGHTING DESIGNER: SEPTIC ENGINEER: kzo 101A ! 101B 105B STRUCTURAL ENGINEER: Daniel Siegel DS Engineering Services,PC 10 Pine Court Westfield,New Jersey 07090 ————— 973.985.4718 INTERIOR DESIGNER: PROJECT PARTNER: David Walker AIA,NCARB Chicago 135 N Harvey Avenue Oak Park,Illinois 60302 631.566.2950 20'-3" 20'-3" ARCHITECT: AN Bruce Nagel + Partners Architects GENERAL NOTES: STUDIO NOTE: 153 Chardonnay Drive 1. ALL UNITS TO BE CERTIFIED,IMPACT RATED,TO MEET ZONE IZ-III WIND East Quogue, New York 11942 SPEED REQUIREMENTS(WHERE POSSIBLE). THESE DRAWINGS ARE NOT 2. ALL UNITS TO HAVE DUAL GLAZED IMPACT RATED LOW E 272 FOR FABRICATION. FIELD GALLERY 3. WINDOWS TO BE ANODIZED ALUMINUM WITH POWDER COATED FINISH. 69 Main Street VERIFY OPENINGS WITH Westhampton, NY11978 4. AT LEAST ONE UNIT IN EACH BEDROOM HAS BEEN DESIGNED TO MEET STANDARD EGRESS REQUIREMENTS. SINCE THE ARCHITECT HAS NOT CONTRACTOR AND OWNER 631.283.8855 tel BEEN RETAINED TO REVIEW SITE CONDITIONS OR SHOP DRAWINGS, www.brucenagel.com THE OWNER OR CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR PRIOR TO SHOP DRAWING VERTHEIFYING THAT THE CHO EN MANUFACTURER G WILL MEET EGRESS REQUIREMENTS PREPARATION. W SILL AND CLEAR OPENING SIZES OF PROJECT: o FOR EMERGENCY ESCAPE. NOTIAS HOUSE 5. WINDOW SIZES SHOWN ARE TO THE CLOSEST INCH.ACTUAL UNITS V SIZES BASED ON SERIES CHOSEN BY OWNER SHALL BE CONFIRMED BY THE MANUFACTURER AND PROVIDED TO THE CLOSEST DIMENSION CALLED OUT ON THIS SCHEDULE,AND SHALL BE VERIFIED WITH THE AS-BUILT CONDITIONS PRIOR TO PROCUREMENT. 450 Paradise Point Road 108A 108B Southold, New York THERMAL REQUIREMENTS: DRAWING TITLE: U FACTO IR=.30ORBETTER WINDOW SCHEDULE SHGC= f40 OR BETTER SKYLIGHT U-FACTOR= .55 OR BETTER SHEET NUMBER: A801 PROJECT NO. 2016 ISSUE INFORMATION: NO. DATE DESCRIPTION - 21 JUL 20 DESIGN REVIEW 10'-0" 5'-11" 16'0" 6 0" - 23 JUL 20 HOME ENERGY SOL. ISSUE - 05 AUG 20 STRUCTURAL REVIEW - 14 OCT 20 PRICING SET - 4 AUG 22 PRICING SET UPDATE 23 JAN 23 REVISION 1 - 27 JUN 23 ISSUE FOR CONSTRUCTION - 15 AUG 23 BULLETIN 1 - 14 NOV 23 BULLETIN 2 - 21 NOV 23 BULLETIN 3 - 130 NOV 23 1 BULLETIN 4 ` I ZD IMPORTANT NOTE: The Architect of Record has not been retained for Construction Contract Administration, and does not take responsibility for interpreting the intent of the construction documents, including 109A o 109B 109C making modifications as may be necessary 110A during the construction phase; undocumented code violations, and that the Architect of Record is no longer liable for the work where changes to these documents have been made. 14 . 2 COPYRIGHT C 2023 3'-0" DRAWING IS AN"INSTRUMENT OF SERVICE"AND 2'-7" � 4'-0" 16'-3" 11 1 IS THE PROPERTY OF BRUCE NAGEL+PARTNERS, ARCHITECTS AND THEY RETAIN ALL RIGHTS. REPRODUCTION,MODIFICATIONS,OR ANY USE OF THIS DRAWING,OR ANY PART OF THIS DRAWING WITHOUT WRITTEN APPROVAL IS NOT ALLOWED. 112A 114A 115A 115B AUDIO VIDEO CONSULTANT: Energy & REScheck Consultant: NOTE: Glenn LaMay THESE DRAWINGS ARE NOT Home Energy Solutions 50 Woodbury Road HuntFOR FABRICATION. FIELD 631.2 8.227ewYork11743 631.288.2271 VERIFY OPENINGS WITH 13'-0" 9'-8" 4'-5" 16-0" 4'-5" CONTRACTOR AND OWNER ENVIRONMENTAL CONSULTANT: PRIOR TO SHOP DRAWING PREPARATION. SURVEYOR: DOOR SCHEDULE (WIDTH AND HEIGHT REPRESENT FINISHED OPENING) David FoxFox Land Surveying TAG ROOM NAME QUANTITY W H DOOR TYPE HARDWARE SET NOTES 64 Sunset Ave 001A GAME ROOM TO ELEVATOR 1 TBD N/A TBD A EXISTING TO REMAIN-NO WORK Westhampton Beach,NY 11978 206A \ 207A 001 B GAME ROOM TO STORAGE 1 36 84 TBD A 631.288.0022 002A GAME ROOM TO BEDROOM 1 32 84 TBD B LIGHTING DESIGNER: 002B BEDROOM 7 TO CLOSET 1 32 84 TBD A 003A BEDROOM 7 TO BATH 7 1 30 84 TBD B 004A GYM TO BATH 8 1 30 84 TBD B 005A GAME ROOM TO GYM 2 36 84 TBD C 007A STORAGE TO MECHANICAL 2 30 84 TBD A 008A STORAGE TO GARAGE 1 40 84 TBD SEE NOTES KEYED DEAD BOLT LOCK WITH INTERIOR THUMB TURN SEPTIC ENGINEER: 101A LIVING ROOM TO ELEVATOR 1 TBD 96 TBD A 101 B LIVING ROOM TO HALL 117 1 32 96 NIA N/A CASED OPENING 102A HALL 107 TO LIBRARY 1 32 96 TBD B 102B LIBRARY TO CLOSET 1 32 96 TBD A 103A LIBRARY TO BATH 6 1 30 96 TBD B STRUCTURAL ENGINEER: 104A BATH 6 TO CLOSET 104 1 32 96 NIA N/A CASED OPENING 105A BEDROOM 6 TO BATH 6 1 32 96 TBD B Daniel Siegel 105E BATH 6 TO W.C. 1 28 96 TBD B IDS Engineering Services,PC 10 Pine Court 106A HALL 107 TO BEDROOM 6 1 32 96 TBD B Westfield,New Jersey 07090 107A LIVING ROOM TO HALL 107 1 44 96 NIA N/A CASED OPENING 973.985.4718 16'-0" 4'-5" 4'-5" 9'-8" 13'-0" 108A LIVING ROOM TO KITCHEN 1 96 96 N/A N/A CASED OPENING 109A FAMILY ROOM TO KITCHEN 2 84 96 TBD D.2 POCKET DOORS-PROVIDE 1"EXTRA @ TOP AND SIDE INSIDE POCKET INTERIOR DESIGNER: 111A KITCHEN TO MUD ROOM 1 32 96 N/A N/A CASED OPENING 111 B MUD ROOM TO HALL 113 1 32 96 N/A NIA CASED OPENING = 112A HALL 113 TO POOL BATH 1 28 96 TBD B 114A HALL 113 TO LAUNDRY 1 32 96 NIA N/A CASED OPENING 114B LAUNDRY TO GARAGE 1 32 96 TBD SEE NOTES KEYED DEAD BOLT LOCK WITH INTERIOR THUMB TURN 115A GARAGE DOOR 1 9'-0" 8'-0" TBD TBD PROJECT PARTNER: 115A GARAGE DOOR 1 20'-0" 8'-0" TBD TBD _ 115C GARAGE SIDE ENTRY DOOR 1 36 96 TBD SEE NOTES KEYED DEAD BOLT LOCK WITH INTERIOR THUMB TURN David Walker AIA,NCARB 209A 210A o C'212A 213A Chicago 116A HALL 117 TO POWDER 116 1 28 96 TBD B 135 N Harvey Avenue cn �' Oak Park,Illinois 60302 17A HALL117 CLOSET 2 60 96 TBD C / / \ 631.566.2950 201A STAIR HALL TO ELEVATOR 1 32 84 TBD A ARCHITECT: 203A SITTING ROOM TO BEDROOM 4 1 32 84 TBD B L '' \` 204A BEDROOM 4 TO BATH 4 1 30 84 TBD B 205A BEDROOM 4 TO CLOSET 1 30 84 TBD A Jin 206A STAIR HALL TO BEDROOM 3 1 32 84 TBD B 207A BEDROOM 3 TO BATH 3 1 30 84 TBD B 208A BEDROOM 3 TO CLOSET 1 30 84 TBD A Bruce Nagel + Partners Architects 209A STAIR HALL TO BEDROOM 2 1 32 84 TBD B STUDIO 210A BEDROOM 2 TO BATH 2 1 30 84 TBD B 153 Chardonnay Drive 211A BEDROOM 2 TO CLOSET 1 30 84 TBD A East Quogue, New York 11942 212A BEDROOM 1 TO BATH 1 1 30 84 TBD B GALLERY 213A HALL 214 TO BEDROOM 1 1 32 84 NIA NIA CASED OPENING 69 Main Street 214A STAIR HALL TO HALL 214 1 32 84 TBD B Westhampton, NY 11978 215A STAIR HALL TO BEDROOM 5 1 32 84 TBD B 631.283.8855 tel 216A STAIR HALL TO LAUNDRY 1 36 84 TBD A www.brucenagel.com PROJECT: 3'-0" NOTIAS HOUSE 34'-7" HARDWARE SET A HARDWARE SET B HARDWARE SET C 450 Paradise Point Road (1 1/2)PAIR HINGES PER 84"DOOR (1 1/2)PAIR HINGES PER DOOR (1 1/2)PAIR HINGES PER DOOR Southold, New York (2)PAIR HINGES PER 96"DOOR (2)PAIR HINGES PER 96"DOOR (2)PAIR HINGES PER 96"DOOR LEVER HANDLE -PASSAGE FUNCTION LEVER HANDLE W/LOCK AND EMERGENCY RELEASE-PRIVACY FUNCTION LEVER HANDLE(DUMMY) r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- FLOOR MOUNTED DOOR STOP FLOOR MOUNTED DOOR STOP TOP MOUNTED FLUSH MAGNETIC OR BALL DRAWING TITLE: OOR CATCH HARDWARE SET D HARDWARE SET D.2 FLOOR MOUNTED DOOR STOP WINDOW SCHEDULE HAFELE TOP MOUNTED POCKET DOOR HARDWARE HAFELE SYMMETRIC TOP MOUNTED DOUBLE POCKET DOOR HARDWARE i 301 A FLUSH FACE PULL-PASSAGE FUNCTION FLUSH FACE PULL-PASSAGE FUNCTION(1 PER DOOR) (CONTINUED) i I I FLUSH SIDE PULL FLUSH SIDE PULL(1 PER DOOR) I (2)TRACK STOPS PER DOOR(OPEN&CLOSED POSITION) (2)TRACK STOPPERS PER DOOR(OPEN AND CLOSED POSITION) i I 1— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — —� SHEET NUMBER: A802 PROJECT NO. 2016 ISSUE INFORMATION: NO. DATE DESCRIPTION - 21 JUL 20 DESIGN REVIEW !�1 p� c c - 23 JUL 20 HOME ENERGY SOL. ISSUE Dimensional Requirements cents Glazing in Windows Safety Glazing I C Fall Protection equire ents - 14OCT05 AUG 20 STRUCTURAL REVIEW Limiting Sash Travel 14 OCT 20 PRICING SET 4 AUG 22 PRICING SET UPDATE Minimum sizes do NOT provide minimum opening Why Is It Required? .-.. .. .............................................................................................................................................................. p p g y q 2015 IBC Code Section 10 5.8 Window 0 minds � REVISION 1 p g _.,.. __ r , ,_, _ _.� „ ,_ ;. .. . . ,,�. - - 27 JUN 23 ISSUE FOR CONSTRUCTION 20 W X 24 ¢ " Glazing in an individual fixed or operable panel - 15 AUG 23 BULLETIN 1 " "H = 3.3 SF 5.7 SF ASTM F2090 Vent Limiter Hardware which meets all of the following conditions shall be (2)2x4 Plate(3") - 14 NOV 23 BULLETIN 2 * • Developed by the Consumer Product Safety Commission In occupancy groups R-2 and R-3 • Approved for windows used for emergency (Excluded from ASTM F2090andF2006) 20" considered to be in a hazardous location p y g p 2x10 Header(9") - 21 NOV 23 BULLETIN 3 `� (CPSC) as part of the Consumer Product Safety Act as a result one-and two-family and multiple escape and rescue Not for use on emergency escape and Clear Opening Dimensions y p • Initially limits travel to less than four inches rescue windows - 30 NOV 23 BULLETIN 4 of injuries from broken glass family dwellings where the opening • Releasable using one action on two separate Requires tool or special knowledge to 2 4 Safety Glazing requirements enacted in 1977 by the Federal of the sill portions of an operable devices or two actions on one device override IMPORTANT NOTE: Exposed N 20"W x 42"H — 5.7 SF Area of Government window is located more than 72 • Automatically resets when window is No applicable test standards as the code The Architect Of Record has not been retained inches above the exterior finished i closed to again limit the sash to a less than allows a sash limited to a less than four inch for Construction Contract Administration and " Pur ose to revent serious in ur where a erson could fall into - 4 Top Edge an p p j y p N four-inch opening opening as an allowable exception to the C4 >36" individual grade or other surface below, then minimum sill height does not take responsibility for interpreting the the glass. N pane 9 Sis F the lowest part of the clear opening a intent of the construction documents, including of the window shall be at a height not ASTM F2006 making modifications as may be necessary CPSC 16 CFR 1201 Parts I and II • Applicable for windows above 75 feet during the construction phase; undocumented less than 36 inches above the �� Bottom Edge ANSI Z 97.1-1984 • Covers window guards and fall prevention code violations, and that the Architect of " Glazing materials so constructed,treated or combined with other finished floor If more than 72 FI°°` screens < 18 g Record is no longer liable for the work where • . . ►� materials that, if broken b human contact, the likelihood and/or severity inches above the Not intended for emergency escape and 35 W x 24 H = 5.7 SF y / Y finished grade or rescue windows changes to these documents have been made. N 36" of cutting and piercing injuries that might result from such contact is other!surface below *Common language found in: • 20151RCSectionR308.4.3; minimized. Finished Grade • 2015 IBC Section 2406.4.3 4 a 14 Inter ref Lions Exceptions to the Rules Ty es of Safety Glazing Residential Fall Protection WindowOpening Control Device ............................................................................................................................................................................................................... ................................................................................................................................................................................................................ ............................................................................................................................................................................................................ ........................................................................................,.-.................,,,1............................................................................................... ..................,............................................................................................................................................................................................. . . . . Exceptions What is a Window Opening Control Device (WOCD?) COPYRIGHT © 2023 Glazing in t,'° I td 3 "sa... ? ! DRAWING IS AN"INSTRUMENT OF SERVICE"AND c� t A Window Opening Control Device(WOCD)complying with ASTM F2090 is a device IS THE PROPERTY OF BRUCE NAGEL+PARTNERS, z t` Windows whose openings will not allow Ithat,when installed properly: ARCHITECTS AND THEY RETAIN ALL RIGHTS. s.7 Square feel a Applicable to both IRC and IBC C r """'`.`: : ; a 4 inch�iameter(102 mm)sphere to Limits the sash opening to a less than 4 inch dimension. of opened area / \ o pass through the opening when the REPRODUCTION, MODIFICATIONS,OR ANY USE OF \ g P g Can be deactivated by either two independent single action devices or THIS DRAWING,OR ANY PART OF THIS DRAWING / u f= l opening is in its largest opened one dual action device. \ . Window Guard position. WITHOUT WRITTEN APPROVAL IS NOT ALLOWED. 1. Decorative glazing i `\ Vent Limiter Allows the sash to be fully opened as may be needed for escape and ..`.. or rescue. n o =_fir- , ' Window Opening / \ ='f � Automatically re-engages when the sash Is closed such that the sash will 29' 2. Installation of a horizontal rail on the accessible side of the glazing 34 ;,,`\. Control Device " again stop at less than 4 inch opening dimension. AUDIO VIDEO CONSULTANT: e Tempered Glass , . ,, OCD <4 to 38 inches above the walking surface. The rail must be able to . (W ) --" withstand a horizontal load of 50 pounds per linear foot without contacting the glass and have a cross-sectional height of not less than Finished sill Emergency escape and 1 1 2 inches i E > Laminated Glass Plastic Glazing >72" >72" j rescue minimum height Openings that are provided with window q, i Should be from the fall prevention devices that comply with 3. Outboard panes in insulating glass units and other multiple glazed beginning of the window units where the bottom edge of the glass is 25 feet or more above ASTM F 2090. tl Energy & REScheck Consultant: F� df opening. grade, a roof, walking surfaces or other horizontal surface adjacent to Two independent single " '; r. i One dual action device Glenn LaMay the glass surface action devices r . I Apply ONE dual action Home Energy Solutions ~M� Apply on upper sash above j.' device at either check 50 Woodbury Road Safety Insulated Glass * ASTM F2090Spec'Ification for Window Fall Prevention Devices e' the check rail With EmergencyEsca e(Egress)Release Mechanisms. n.? rail,but NOT both Huntington,New York 11743 631.288.2271 ENVIRONMENTAL CONSULTANT: Exceptions to the Rules here Require ? Glazing Adjacent to Doors Residential Fall Protection OCD Examples SURVEYOR: Assume one or more walking surfaces must be within 36 inches horizontally from the pane of the glass in all examples 2015 IRC Code Section R312.2 Window Fall Protection David Fox Fox Land Surveying FIXED `> FIXED FIXED . Glazing in individual fixed or operable panels Hung Casement Gliding 6asunsetAve (2)2x4 Plate(3") t exposed e Window Window Window Westhampton Beach,NY 11978 adjacent to a door where thenearest e edge Clo�ii� adjac:arttobotfio;�i ��=' n Where the opening of an 2x10Header(9", s10'_' or stairwa; landing... > 18" ------------- --------- _-- ------ - ------------- of the glazing is within a 24 arc of either vertical p g 631.288.0022 T ---- - edge of the door in a closed position and where the :. . ,•, ___ FIXED ------ 51NGLE ------ SINGLE t s less than 60" _________ _ g p operable window Is located -- - , - nun„ 36" bottom exposed edge of the glazingi np LIGHTING DESIGNER: <9F <9sF >ss 18^ above the walking surface. more than 72 inches above :� o . �. Exception: Guardrail A ♦ + B c the exterior finished grade or Pane of the lass is FLOOR LINE N i ,. g surface below, then the � greater than 1.8 inches Balusters or F infill panels tyG a g x. f from the railingp IRC Safe I zin Safety Required LO N RequiredIBC 42" NOT Required lowest part of the windowCN I)OUPIE DOUBLE SINGLE-. SINGLE-, Lshall be a minimum of 24 * �` HUNG , 44 HUNG'. HUNG:.- `v ~ to N" M`..fie HUNG N ,�, I. SEPTIC ENGINEER: inches above the finished --------- ------ ------ ----- --------- floor. .. - ---- FIXED FIXED';:, _ _ 60" If more than 72 Floor Z I 1 ------- — ------ ..w- ----- �� 36" - 1 Note:Drawing developed b Andersen for illustration --------- -- inchesabove the ° s 18^ purposes,Drawing not found in actual building code. , *- t i finishledgradeor g p y ; D E F G 1 other siurface below *Common languagefound in: ! FLOOR LINE 2015IRC Section R30B.4.2; Finished Grade Single Action Device Dual Action Device 2015 IBC Section 2406.4.2 ,.-..' g STRUCTURAL ENGINEER: Daniel Siegel DS Engineering Services,PC 10 Pine Court Westfield,New Jersey 07090 973.985.4718 INTERIOR DESIGNER: GlazingAdjacent to Stairway Landing Glazing and et Surfaces here Required? 1 C Fall Protection Requirements Vent Limit Devices Exceptions Safety glazing required for Safety glazing required Examples Glazing in walls and fences enclosing a swimming for both active sash Operable windows windows whose openings will Vent limiters are devices that are applied to a 2015 IBC Section 2406.4.7 active sa;hor both sash ifthey i PROJECT PARTNER: pool, hot tub or spa where all of the following are interchangeable where the sill portion not allow a4-inch-diameter window/sash that limit the opening of the Glazing adjacent to bottom stairway landing conditions are resent* --- of the opening is (102 mm)sphere to pass Hung Window David Walker AIA,NCARB Glazing adjacent to the bottom landing of a stairway where the glazing is p �— _* located more than 75 A Window Guard through the opening when window. less than 60"above the landing and within a 60"horizontal arc that is Fixed " j �-- feet above finished or the opening is in its largest Chicago [L less than 180 degrees from the bottom tread nosing shall be considered Exception: Glazing that is not more than 60 inches measured horizontally and in a 1 24 grade should use a Window Opening Control Device opened position. . 135 N Harvey Avenue =� a hazardous location window fall prevention Vent Limiter Limits sash opening to a less than 4-inch `�J Oak Park,Illinois 60302 straight line,from the water's edge. p (WOCD) p�„,�„��,�� device that complies Vent limiters cannot be used opening A� 631.566.2950 ____ ____ - with ASTM F 2006 on openings required for • May be accepted by a local code official as an exception to 0 < " _� emergency escape and 60 " rescue. the windowsill height code f i <60 i -f- < „ Casement ARCHITECT: t i 222222222222 �- 4 • Not all vent limiters limit a sash to a less than four inch opening.Check with manufacturer. .....2....... > +.+.......... Safety glazing not required Safety glazing required 222222222222AV • � � adjacent to fixed panel for both active sash _y11 am o , BOTTOM BOTTOM .......,,.,. ) Q , 22.....2.2.2 • Requires a tool or special knowledge to + EDGE<60" EDGE<60" <180° 9°'° ♦� ABOVE ABOVE 222222222222 --* >72" with window wards that >72 disengage sN....++.... �— provided Y18.32 K 3/8"Srt Sarw` ♦`..+ .".`. that are a p g tf+ .....2•..•.. ( .-- t comply with ASTM F 2006 or d isen a e v.. ..�.o...w Fes)Yto■f/te M+""w"sne ............ " Not to be laced on a required emergency escape and SURFACE SURFACE Fixedov, 24 F 2090. p q g Y P 2015 IRC Section 308.4.7 =t. 222222222222 ..........., opertle', rescue opening. Bruce Nagel + Partners Architects be used n openings require Gliding Window g " "-- - - -'- -"'' Glazing adjacent to the bottom stair la landing �.-�. -.mow for emergency required N,. • Not commonly used in residential applications g Glazingadjacent to the bottom landingof a stairwaywhere the glazing is less --------- --------- - rN --- g y escape and �, STUDIO than 36"above the landing and within a 60"horizontal arc that is less c than 180 degrees from the bottom tread nosing shall be us location. rescue. Not included in either ASTM F2090 or F2006 f 153 Chardonnay Drive *Com Mon ianguagetoundIn: •sa som. L«. 2015 IRC Section R303.4.5; * ^=~~N~~~N tt`":- EastQuogue, New York 11942 ASTM F2006-Specification for Window Fall Prevention Devices For l 1 • 2015 IBC Section 2406.4.5 Non-emergency enc Escape(Egress)and Rescue(Ingress)Windows. I GALLERY 69 Main Street Westhampton, NY 11978 631.283.8855 tel www.brucenagel.com PROJECT: Where a ulre Glazin Ad Adjacent to Stairways Rams ceptions to the Rules NOTIA-S HOUSE ............................................................................................................................................................................................................... 1in o s Above 3G Putting It Together ................................................................................................................................................................................................................ ............................................... .. .. .. ... ................... C4lazin al jacentto. tairviays and Glazing where the bottom exposed edge of the glazing Glazing adjacent to d3ors."" 450 Paradise Point Road ramps " Southold, New York Is less than 60 Inches above a plane of the adjacent Safety Glazing Safety Glazing " walking surface of stairways, landings between flights Required NOT Required Casement Hung Awning Gliding >18 of stairs and ramps* t 24'+ _ _ _ ASSUMED HEADER DRAWING TITLE: IBC Exceptions: r , 6'-10V2" Exceptions: � Same as IRC except for o \ m to �� WINDOW & GLAZING 1. The side of a :stairway, Guardrail number 4... --- - a cc kn 10 landing or ramp that has a /// /// /// '/' ' ' co - - - - - - ! REQUIREMENTS compliant guard and the Balusters or " .... ..... ...... .J........... ......... ...... ....... 4 Range / 4. Glazing in walls on "Max Reach plane of the glass is infill panels " •^^•••^ "�•^ (Unobs[ructedAi17.1) ••�•• ••••••••••• •`•-� 44"Max Sill Height Egress IRC 36 height To lowest opening , greater than 1.8 inches the latch side of Safety Glazing Safety Glazing of window ••••• •••• •••••• ......•• ! ......• •••• •.•.••• �••• 36"min.Commercial Sill Height :, from the railing. IBC 42"height and perpendicular Required NOT Required _ I, (Fall Protection) ..................................... ........ ...... ...... ............................................ 4 II„. 2 m Residential Height e to the plane of the -• -- "M� � � Si e, ht < " 60" " < " " * .................................... .�.......... (Fall Protection) / 60 ` 4 4-F; �m� so door in a closed Units or combinations < 3-11 not impacted _ 15'Min.Reach Range 2. Glazing36 inches or more I e '��' • ' "• •••• ' ' SHEET NUMBER: I{ (Unobstructed A117.1) :I.� ., : <-} ( position In 1 &2 measured horizontally from family dwellings or Units or combinations >_ 3'-11" - 4'-0" Nepends upon finish flooring* FLOOR LINE the walking surface. L +Rise �.�.� within dwelling units ) <60" I <so" <so^ in Group R-2 Units or combinations > 4'-0" impacted A830 *common language found in: *Based upon 6'-101/2"header height • 20151RC Section R309.4.6; • 2015 IBC Section 2406.4.6 PROJECT NO. 2016 ISSUE INFORMATION: NO. DATE DESCRIPTION - 21 JUL 20 DESIGN REVIEW - 23 JUL 20 HOME ENERGY SOL. ISSUE - 05 AUG 20 STRUCTURAL REVIEW - 14 OCT 20 PRICING SET - 4 AUG 22 PRICING SET UPDATE - 23 JAN 23 REVISION 1 - 27 JUN 23 ISSUE FOR CONSTRUCTION - 15 AUG 23 BULLETIN 1 - 14 NOV 23 BULLETIN 2 - 21 NOV 23 BULLETIN 3 - 30 NOV 23 1 BULLETIN 4 IMPORTANT NOTE: The Architect of Record has not been retained for Construction Contract Administration, and does not take responsibility for interpreting the intent of the construction documents, including making modifications as may be necessary during the construction phase; undocumented code violations, and that the Architect of Record is no longer liable for the work where changes to these documents have been made. HIGH ROOF 311 311 3" 3" 311 D A�� _ BATH 2 _ BATH 2 BATH 2 1 I BATH 2 1 1, 1os 311 _ I 311 1os 1os 1311 1os 131 3 �4 2 ` 1 1 r I I I 1 I I ? ( 211I 11111 1111 I 1 . 11 _ _ II I 111 I 11I ❑ \ 1 2 1 I I I I 11, I 1„ 1 t I - _ 2 1 1 2 i i 2 I 2"I 2" 1 1 2" COPYRIGHT © 2023 311 12 2 - 2 1 1 1 1 1 2 1 311 2 1 1 1 I ( 1 1 I DRAWING IS AN"INSTRUMENT OF SERVICE"AND 4 - I 4" 1 - 1 4 ( 1 1 _ i 311 ( I 1 1 311 1 1 I IS THE PROPERTY OF BRUCE NAGEL+PARTNERS, 1 2 2 2 2 311 1 I I 311 311 4 311 H 1i "I 1 1" 1" 4 H I 4 H 1 1 4 f I 1 I 1 1 4" H 1 4 1 1 1 ARCHITECTS AND THEY RETAIN ALL RIGHTS. 4 DRYER z 2 WASHER 2 2 1„ 1 I REPRODUCTION, MODIFICATIONS,OR ANY USE OF 1 I & C 1 3n I 1 In 11 1 1u 11 3n I 1 1u 11 1 11 11 111 111 111 - _ I 311 C Ill " THIS DRAWING,OR ANY PART OF THIS DRAWING 1 I I SINK 4 I TOIL T I LAV. 1 2 2 LAVI. z z I Q C I TOIL T I LAV. 1 2 z LAVI 2 z 4 C 1 TOILT I LAV. 1 2 Z LAVI 2 2 1 4 I TOILET I LAV. I z 2 LAVI 2 2 WITHOUT WRITTEN APPROVAL IS NOT ALLOWED. 1 I 1 13 I 1 � Tl 11 12 I SHOWER 1 a° 1 a" 1311 1 ,�� I SHOWER 1 a�� 1 a° 1 111 I 1 411 1 411 I 1 ,�, 1 1 111 1 , 2ND FLOOR 1 2" 2" 2 FLOOR DRAIN I 2,1 21, 1 2 21 2 2 H WER 2 2 I 2 1 SHOWER 2 a 2 4 FAUDIO VIDEO CONSULTANT: 3" 311 3, 3„ 311 3" 3,1 311 1 I 1 I 3" 1311 ( 311 3" ' ( . ' 1 311 I 311 1 311 LAUNDRY POOL BATH i c, _ _ POWDER KITCHEN i HALL I BATH 5 I BATH 6 3" Energy & REScheck Consultant: 107 103 105 114 112] 311 3" I\\ ?�� I _ Glenn LaMay I I Home Energy Solutions 211 211 I r 1 1 ` \ 50 WoodburyRoad 211 12 REFR. 1 1 Huntington,New York 11743 r I 1 � 2111 211 1 1 111 11 111 2"I 1211 21 I 211 1 11 211 1 21 1 1 311 2 1 1 I 1 2 1 2 1, 631.288.2271 C I 2" 11 I 411 1 1 I 3„ I 1 3" FLEX PIPE Q C I I 311 , I I I 1 2 I 3„ 311 1 1 311H 1 4 I 411H 1 1 18 411 I 4 1 11211 1121 3" 1 4' 1 1 4 4 H 2° 2°I 1 111 2" I 1 11 1 1 1 1 31 H 11 1 H I 4 H I I I ENVIRONMENTAL CONSULTANT: DRYER WASHER I 31, ( 3„ 11 ,,, COOKTOP 2 2 2 2 2 2' ICE MAKE 4 2 2 4 2 2 4 G' 1 1 i,, 1u 1" lit 311 1 1u 1u 1n 1u I I SINK C I TOILET j LAV. I '11 111 Q C j 2 2 I TOILET I SINK I SINK 1 SINK 4 I TOILET 1 LAV. 12 2 12 2 LAV. Q C I TOILET LAV.I z 2 LAV. 1 2 2 F1 I LAV. I 111 I BATHTUB 1 111 F.D. 1 2 1 SHOWER 14" I 1 111 D/W 1 111 D/W 1 211 1 111 12" 1 SHOWER 1 4 1 4" 111 ,11 1 STFLOOR , 2" 2" 2 211 211 a 2" 2° 2'1 z 211 2„ I SHOWER 2„ 14 21 1 4 311 211 311 3" 31� ., 31� . . _ 311 - 1f 31� 1 111 - 311 311 - SURVEYOR: LP GAS LINE OUT TO PROPANE TANK GA GAS GAS GAS GAS GAf C AS GAS - GAS GAS GAS c As G S GAS GAS GAS GAS GAS 1 David Fox 9 3113311I 3 311 I 1 12 Fox Land Surveying 64 Sunset Ave 1"HOT WATER LINE Westhampton Beach,NY 11978 C.O. 9 C.O. 1"COLD WATER LINE C.O. C.O. C.O. C.O. 631.288.0022 C.O. C.O. 1 311 C.O. LIGHTING DESIGNER: 4"WASTE LINE OUT TO SEPTIC SYSTEM 311 I 2111 12 2 1 T11 2— — -� SEPTIC ENGINEER: 21, C.O. 311 I 1 112 I 1 11 3,1 1 1 W.H. GAs a" H I 4 I 411 H I 4 1 1 BOILER 411 C I I ^I1 2' 411 C TOILET LAVI L 1 TOILET LAV.I 211 211 STRUCTURAL ENGINEER: Daniel Siegel BASEMENT 1 z1 SHOWER 1 4 1 111 I 1" DS Engineering Services,PC 2„ z SHOWER 2„ 1 4 10 Pine Court „ EJECT. Westfield,New Jersey07090 311 311Y 311 311 PUMP 3 973.985.4718 EJECTOR PIT INTERIOR DESIGNER: PROJECT PARTNER: David Walker AIA,NCARB Chicago 135 N Harvey Avenue Oak Park,Illinois 60302 631.566.2950 ARCHITECT: Bruce Nagel + Partners Architects STUDIO 153 Chardonnay Drive East Quogue, New York 11942 GALLERY 69 Main Street Westhampton, NY 11978 631.283.8855 tel www.brucenagel.com PROJECT: NOTIA 'z HOUSE 450 Paradise Point Road Southold, New York DRAWING TITLE: PLUMBING RISER DIAGRAM SHEET NUMBER: A850 PROJECT NO. 2016 ISSUE INFORMATION: NO. DATE DESCRIPTION - 21 JUL 20 DESIGN REVIEW - 23 JUL 20 HOME ENERGY SOL. ISSUE - 05 AUG 20 STRUCTURAL REVIEW 4'-0' length of ' ) box nails from - 14 OCT 20 PRICING SET reinforcement on one side BP Bearing Plate eQC SICP� f r T2I - 4 AUG 22 PRICING SET UPDATE and Nut LSTA18 of E2, both sides at E3 g diameter maximum hole for widths. S Wltrl flange Double OISt may Load from above 23JAN 23 REVISION 1 idths. y 27 JUN 23 ISSUE FOR CONSTRUCTION ° — 16" Ioists; 6" diameter maximum for 91" joists or for Plotkin be required - 15AUG 23 BULLETIN 1 . o j g panels less than 12" long. when L exceeds � � Wall 14 NOV 23 BULLETIN 2 " �OISt spacing - 21 NOV 23 BULLETIN 3 a L - 30 NOV 23 BULLETIN 4 MTS16 0 HDU5 Threaded Rod (minimum Attach reinforcement to Blocking as IMPORTANT NOTE: o ° double stud) OISt t0 and bottom ® f P LJE STA18 strap required t /required The Architect of Record has not been retained ® comnT nflanqe with $d n- H6S with slopes greater for Construction Contract Administration, and ® tom re Halls of 6 on— center. " 2x4 mi imum does not take responsibility for interpreting the ® o � When reinforcing both sides, than 3 per foot ® stagger nails to avoid splitting. SgUC1Sh p Y p g Q' blocks 2x_ overhang. intent of the construction documents, including :o • ° °° ° ! l " minimum end Notch around 000°.° rL making modifications as may be necessary ° goo .° ° 0 0 ° LTP4 ° distance Use 2x4 minimum squash blocks End TJI Joist Face grain - during the construction phase; undocumented ' CS to transfer load from above to wall top fla ge. code violations, and that the Architect of ° ° ' ° I horizontal bearing late below 'P °Pd - $�oo° LTP4 ° N BP E2 E3 Variable slope joist hanger g P Record is no longer liable for the work where o0"10.. ° ° a q� LTP4 °° I l changes to these documents have been made. o o l ' , i H6 6 °°'o: ° g ° Cep ° o° o I °Q °°Qoo° - °o °oo EXTERIOR DECK 90,A14,aog o BEAM TO BEAM ATT CH�IENTo� �q o °04° Threaded Rod BEARING AT WALL CONNECTION truc ural exterior � o° -° Attach reinforcement to sheathing CNW Coupler Nut joist top and bottom Titen HD Rod Coupler flames with one 8d� (2 Trus Joist rim board 2 minimu . com on nail at each corne r blocking for471- ° lateral support Minimum edge distance SP4 ° �� 12 lenath of 2" minimurr� reinforcement on one BP side at E5, both sides at Flashin ° SP1 E6 Treated 2x_ COPYRIGHT © 2023 o Minimum ° H25A DRAWING IS AN"INSTRUMENT OF SERVICE"AND end distance o°o °oo TSP ledger diameter lag IS THE PROPERTY OF BRUCE NAGEL+PARTNERS, Top flange bolt ARCHITECTS AND THEY RETAIN ALL RIGHTS. o SSP Two - hanger Trus ® H4 SSP Face mount Joist rim REPRODUCTION,MODIFICATIONS,OR ANY USE OF hanger board THIS DRAWING,OR ANY PART OF THIS DRAWING .��' ;.:;'� .� r> ' maximum of u m n WITHOUT WRITTEN APPROVAL IS NOT ALLOWED. E5 E6 L1 L3 See current Trus Joist literature a Allowable load is 325 Ibs (ASD) and for framing connectors 515 Ibs (LSD) perdiameter lag bolt AUDIO VIDEO CONSULTANT: Post sae by Designer „ Bewaring od°te ® ) box nails from eacth sideP fQC}r T?I IIOIS S Wi Jflange tv'dths. - ®® COLUMN AT Web 8" diameter maximum hole for BEARING AT l m ® stiffeners CONCRETE WALL °°o - ° ° aoo.° ® HDU5 m required each 11 — 20" joists; 6" diameter maximum for oo'� - o, ® 9 " joists or for blacking panels less than 12" long. Energy & REScheck Consultant: Qo o - °s"oo op HDU Verify ParallarFi PSL or side at E1 W - ° TimberStrand? LSL Glenn LaMay - $QOo^ column capacity and beam Home Energy Solutions O - Q o 0o D O Prscervat vs t Bated barrier °o•° - o°o °°� maybe rsinefor bearing length. See current oa o,° °� 4° eonnectorslnoontaetvrith Huntington,NewNew York 11743 0 0 0 - o°oo° o°o Preeeryatia�d Trus Joist literature. LSTA18 strap required at 631.288.2271 o a a 0 Q •4O°O O°OO°Up OO• °° o A °• ° H6S with slopes greater Titen HD � - '�' °� '°. - - than 3" per foot ENVIRONMENTAL CONSULTANT: Trus Joist rim - 1 " minimum end board closure distance Variable slope joist hanger L5 E1 E1W L4 Protect wood from direct cont ci$6 6 SURVEYOR: with concrete S David Fox Fox Land Surveying Nail rus Joist rim Attach reinforcement to 64 Sunset Ave board to blocking with joist top and bottom Westhampton Beach,NY 11978 connections equivalent flangesBEAM TO BEAM Trus Joist rim board for shear BEARING FOR DOOR 631.288.0022 t0 decking schedule comon Hall at each corner with one 8d - BEARING AT WALL CONNECTION blocking (between joists). Field OR WINDOW trim to match joist depth at HEADER LIGHTING DESIGNER: Trus Joist rim board outer edge of wall or locate on Blocking panel between each wall to match joist depth. Strap per code if to joist. Nail to top plate with or blocking for p late is not continuous connections equivalent to lateral support over header decking schedule. rrei forcement�onaone SEPTIC ENGINEER: ° side at E7, both sides at I° E8 ° TSP �° a Top flange ° 0 00 0 ° hanger Face mount Maximum allowable V-cut k. 5° hanger H10A olumn STRUCTURAL ENGINEER: maximum E7 E8 L1 L3 See current Trus Joist literature SB SHEAR BLOCKING and VENTILATION Daniel Siegel L2 IDS Engineering Services,PC for framing connectors HOLES... Roof Only 10 Pine Court Westfield,New Jersey 07090 973.985.4718 INTERIOR DESIGNER: LSTA21 COMMON RAFTER STRAP MTS12 AT CRIPPLE STUDS TO TOP PLATES AND HEADER PROJECT PARTNER: David Walker AIA, NCARB Chicago 135 N Harvey Avenue CS 16 JACK RAFTER STRAP oak Park,Illinois 60302 631.566.2950 ARCHITECT: (1) RBC PER Bruce Nagel + Partners Architects (1 ) RBC PER BAY BAY STUDIO 153 Ch rdonnay Drive East Quogue, New York 11942 ii GALLERY 69 Main Street Westhampton, NY 11978 HEADER 631.283.8855 tel A43 1 DG END www.brucenageLcom 2-CS16 PER 7/16 SHEATHING 0 0 PG 21 OF 0 0 7/16 SHEATHING �' soE OF » WITH 8D WITH 8D PROJECT: 0 0 T-HWFCGOfi 0 0 COMMON NAILS ww�ow uPu FT SS STEEL AT 6:12 COMMON NAILS NOTIAS HOUSE STRONG-WALL-WALL PANEL LSTA9 EACH SIDE OF HEADER SEE WINDOW UPLIFT 450 Paradise Point Road Southold, New York a d a a d d d• DRG TITLE: rs d c .a .d d u Q. a AWIN a• a MINIMUM NUMBER HTT22 TYP AT GARAGE GENERIC DETAILS OF KING AND JACK MINIMUM NUMBER A23 ANGLE EACH SIDE HDU8 HOLDOWN PER STUDS SHOWN FOR 22 O.C. OF KING AND JACK OF WINDOW SILL LATERAL STEP 7 22" O.C. UPLIFT RESISTANCE AT SHEARWALLS STUDS SHOWN FOR SEE WINDOW UPLIFT ANCHOR BOLTS PER AT SHEARWALLS ADDITIONAL MEMBERS MAY BE UPLIFT RESISTANCE REQUIRED PER WFCM ADDITIONAL MEMBERS MAY BE TABLES 3.23C AND 3.22E REQUIRED PER WFCM TABLES 3.23C AND 3.22F SHEET NUMBER: A900 PROJECT NO. 2016 NAILING SCHEDULE (WFCM TABLE 3.1) TOP PLATE SPLICE REQUIREMENTS ISSUE INFORMATION: *THIS SCHEDULE MEETS THE CRITERIA FORA (WFCM TABLE 3.21) NO. DATE DESCRIPTION THREE SECOND WIND GUST SPEED OF 130 M.P.H. 21DAUE O WS N REVIEWBUILDING MINIMUM SPLICE - 23 JUL 20 HOME ENERGY SOL. ISSUE �A DIMENSION(FT.): LENGTH(FT.): 05 AUG 20 STRUCTURAL REVIEW ROOF �" .. " I N G 14 OCT 20 PRICING SET ALL ARCHITECTURAL AND THREE NUMBER OF 1 2 TAB ROOF SHINGLES TO RECEIVE(6) - 4 AUG 22 PRICING SET UPDATE JOINT DESCRIPTION COMMON NAILS NAIL SPACING 16 3 FASTENERS PER SHINGLE - 23 JAN 23 REVISION 1 RAFTER TO TOP PLATE (TOE—NAILED) 3-81) PER RAFTER 20 4 - 27 JUN 23 ISSUE FOR CONSTRUCTION CEILING JOIST TO TOP PLATE (TOE—NAILED) 3-81) PER JOIST 24 4 - 15 AUG 23 BULLETIN 1 CEILING JOIST TO PARALLEL RAFTER (FACE—NAILED) 7-16D EACH LAP (1)USP-RT20 HURRICANE ANCHOR - 14 NOV 23 BULLETIN 2 CEILING JOIST LAPS OVER PARTITIONS (FACE—NAILED) 7-16D EACH LAP 28 5 AT EACH RAFTER RAFTER SPACING - 21 NOV 23 BULLETIN 3 16"O.C.MAX. (9)8d NAILS INTO COLLAR TIE TO RAFTER (TOE—NAILED) 2-8D PER TIE _ BLOCKING TO ROOF RAFTER (TOE—NAILED) 2-8D EACH END 32 6 RAFTER(4)8d NAILS INTO PLATES(9) 30 NOV 23 BULLETIN 4 RIM BOARD TO RAFTER (END NAILED) 2-16D EACH END 36 7 sd NAILS INTO STUDS IMPORTANT NOTE: WALL FRA M I N G 40 8 - The Architect of Record has not been retained NUMBER OF 50 10 A MIN. for Construction Contract Administration, and JOINT DESCRIPTION COMMON NAILS NAIL SPACING 60 12 N.UPLIFT OF 1400 psi WOOD POST CAP TOMEET does not take responsibility for interpreting the A TOP PLATE TO TOP PLATE (FACE—NAILED) 2-16D PER FOOT BEARING CAPACITY-NAIL SIZE AND intent of the construction documents, including TOP PLATES AT NTERSECTIONS (FACE—NAILED) 4-16D JOINTS — EACH SIDE 70 14 QUANTITY AS PER MODEL NUMBER making modifications as may be necessary STUD TO STUD (FACE—NAILED) 2-16D 24" O.C. 80 16 REFER To MANUFACTURER during the construction phase; undocumented B HEADER HEADER (FACE—NAILED) 16D 16" O.C. ALONG EDGES 1. TABULATED SPLICE LENGTHS ASSUME TOP PLATE TO TOP PLATE code violations, and that the Architect of TOP OR BOTTOM PLATE TO STUD (END—NAILED) 2-16D PER STUD AP TIE TO MEET A MINIMUM FOR SHORTER SPLICE (1)USP STRAP CONNECTION USING 2-16D NAILS PER FOOT. R BOTTOM PLATE To FLOOR JOIST, BANDJOIST, 2-16D PER FOOT UPLIFT OF 1400 WOOD BEARING CAPACITY- ENDJOIST OR BLOCKING Record is no longer liable for the Work Where LENGTHS,GTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO PROVIDE NAILING PATTERN AS PER MODEL NUMBER changes ( ) to these documents have been made.AN EQUIVALENT NUMBER OF NAILS. FLO 0 R FRA I N G REFER TO MANUFACTURER NUMBER OF 2. TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN EXPOSURE E— COLUMN COVER AS SPECIFIED B OR C _gS®A�� JOINT DESCRIPTION COMMON NAILS NAIL SPACING 3. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL 4A PRESSURE TREATED POST D �40r 2x PRESSURE TREATED LEDGER JOIST TO SILL, TOP PLATE OR GIRDER (TOE—NAILED) 4-81) PER JOIST LAGGED TO BUILDING USE 3/8"LAGS f (I BRIDGING TO JOIST (TOE—NAILED) 2-81) EACH -END STAGGERED 12"O.C. (2)USP LFTA6 CONNECTORS JOIST 1 BLOCKING TO JOIST (TOE—NAILED) 2-81) EACH END SPACING 16"O.C.MAX. (ONE EACH BLOCKING TO SILL OR TOP PLATE (TOE—NAILED) 3-16D EACH BLOCK h/ LEDGER STRIP TO BEAM (FACE—NAILED) 3-16D EACH JOIST SIDE)(10)8d NAILS EA.CONNECTOR \ 14 ,a 2 JOIST ON LEDGER TO BEAM (TOE—NAILED) 3-81) PER JOIST BAND JOIST TO JOIST (END—NAILED) 3-16D PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE—NAILED) 2-16D PER FOOT ROOF S H EATH I N G 4" 3'-1%" 4" 1"-CARRIAGE BOLT(2)PER CONNECTION NUMBER OF USP FACE MOUNT HANGER TO MEET COPYRIGHT © 2023 A MINIMUM UPLIFT - 600 psi WOOD JOINT DESCRIPTION COMMON NAILS NAIL SPACING PRESSURE TREATED POST DRAWING IS AN"INSTRUMENT OF SERVICE"AND BEARING CAPACITY-NAILING STRUCTURAL PANELS PATTERN AS PER MODEL NUMBER IS THE PROPERTY OF BRUCE NAGEL+PARTNERS, " " EACH WINDOW TO RECEIVE(1) /l6" REFER TO MANUFACTURER (1)USP POST BASE To MEET A MIN. ARCHITECTS AND THEY RETAIN ALL RIGHTS. IL N 5 S A IF INTERIOR ZONE LOCATION 8D 6 EDGE/12 FIELD THICK x SIZE OF WINDOW PLUS 4" UPLIFT OF 1400 psi WOOD BEARING PERIMETER ZONE LOCATION 8D 6" EDGE/6" FIELD EA. SIDE CDX PLYWOOD CAPACITY-NAIL SIZE AND QUANTITY REPRODUCTION,MODIFICATIONS,OR ANY USE OF GABLE ENDWALL RAKE OR RAKE TRUSS W/ 8D 4" EDGE/4" FIELD a, AS PER MODEL NUMBER REFER TO THIS DRAWING,EN ANY PART OF THIS DRAWING (2) 2"xb" TOP PLATE LOOKOUT BLOCK " 8'0 M SP MANUFACTURER WITHOUT WRITTEN APPROVAL IS NOT ALLOWED. GABLE ENDWALL RAKE OR RAKE TRUSS W/O 8D 6" EDGE/6" FIELD PROVIDE#8 WOOD SCREWS @ 12" OVERHANG O.C.AROUND PERIMETER OF DIAGONAL BOARD SHEATHING WINDOW AUDIO VIDEO CONSULTANT: 1"X6" OR 1"X8" 2-8D PER SUPPORT FOUNDATION 51MP50is1 HIO OR Hc1 HURRICANE CLIP 1"X10" OR WIDER 3-8D PER SUPPORT INSTALL!=D AT EVERY STUD, ATTACHED 2"x6" STUDS (P Ib" O.G. CEILING SHEATHING a WITH IOD NAILS, AS PER MANUFACTURERS SPECS 5EGOND FLOOR NUMBER OF JOINT DESCRIPTION COMMON NAILS NAIL SPACING GYPSUM WALLBOARD 5D COOLERS 7" EDGE/10" FIELD Energy & REScheck Consultant: WALL SHEATHING Glenn LaMay NOTES:USE USP LUMBER FASTENERS OR APPROVED EQUAL. THIS SCHEDULE MEETS 130 M.P.H.WIND LOAD CRITERIA. Home Energy Solutions NUMBER OF 50 Woodbury Road Huntington,New York 11743 DETAIL REQUIRED CONNECTION DETAIL AT ROOF JOINT DESCRIPTION COMMON NAILS NAIL SPACING DETAIL HURRICANE SHUTTER DETAIL-TYPICAL AT DETAIL TYPICAL FASTENER SCHEDULE AT COLUMNS 631.288.2271 LEVEL STRUCTURAL PANELS ALL WINDOWS SCALE:N.T.S. INTERIOR ZONE LOCATION 8D 6" EDGE/12" FIELD SCALE:N.T.S. SCALE:N.T.S. PERIMETER ZONE LOCATION 8D 6" EDGE/12" FIELD ENVIRONMENTAL CONSULTANT: FIBERBOARD PANELS 7/16" 6D 3" EDGE/6" FIELD SECOND FLOOR 25/32" 8D 3" EDGE/6" FIELD GYPSUM WALLBOARD 5D COOLERS 7" EDGE/10" FIELD HARDBOARD 8D 6" EDGE/12" FIELD HEADER EXISTING NEW T.O.FOUNDATION _ R-21 INSULATION PARTICLEBOARD PANELS 8D (AS PER MANUFACTURER) SIMPSON COIL STRAP C520'Ax20 " " " DIAGONAL BOARD SHEATHING o 2 xb STUDS � I6 O.G. " " " " �� �� 1 X6 OR 1 X8 2-8D PER SUPPORT UPS RS250 COILED STRAP OR GAUGE)IN5TALLED AT EVERY STUD, 2 xb BOTTOM PLATE APPROVED EQUAL FROM STUD GRADE SURVEYOR: ATTACHED WITH IOD NAILS, 5/4" T4G PLYWOOD SUBFLOOR 1"X10" OR WIDER 3-8D PER SUPPORT TO HEADER MIN.24"LONG AT AL David Fox Fox Land Surveying A5 PER TABLE 5.1 Nailing Schedule " FLOOR SHEATHING HEADER LOCATIONS FASTEN W/ NEW CONCRETE (18)8d NAILS p FOUNDATION WALL EXIST.CONCRETE o 64 Sunset Ave JOINT DESCRIPTION COMMON NAILS NAIL SPACING 19'-10Y" FOUNDATION WALL Westhampton Beach,NY 11978 J I S E I I STRUCTURAL PANELS 2x STUDS SEE PLANS FOR SIZE 1'0" 1'-0" 631.288.0022 1" OR LESS 8D 6" EDGE/12" FIELD EXTERIOR LIGHTING DESIGNER: GREATER THAN 1" 10D 6" EDGE/6" FIELD - _- VIEW o DIAGONAL BOARD SHEATHING (2) 2"xb" TOP PLATE 1"X6" OR 1"X8" 2-81) PER SUPPORT r 1"X10" OR WIDER 3-8D PER SUPPORT UPS RS250 COILED STRAP OR APPROVED EQUAL FROM STUD NEW#5 STEEL 1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON—CENTER AT PANEL EDGE. 6'-7%s" 6'-7%6" 6'-7%6" TO HEADER MIN.24"LONG AT ALL REINFORCING RODS @12" IF WALL SHEATHING IS NAILED 3" ON—CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, HEADER LOCATIONS FASTEN W/ O.C.VERTICALLY NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH RIM JOIST (18)8d NAILS �I 2"x(0" STUDS @ Ib" O.G. AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. SEPTIC ENGINEER: :1E 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS CONCRETE FOUNDATION FIRST FLOOR SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. G 3 CORROSION RESISTANT 11 GAUGE ROOFING NAILS AND 16 GAUGE STAPLES ARE PERMITTED, CHECK NOTES:USE USP LUMBER FASTENERS OR APPROVED EQUAL. THIS SCHEDULE COMPACT POROUS FILL RESIDENTIAL CODE OF NEW YORK STATE FOR ADDITIONAL REQUIREMENTS. MEETS 130 M.P.H..WIND LOAD CRITERIA. REQUIRED CONNECTION DETAIL AT FLOOR FLOOR JOIST NOTCHING AT CENTER SPANS FOUNDATION CONNECTION STRUCTURAL ENGINEER: TYPICAL EXTERIOR FRAMED OPENING FASTENER DETAIL LEVEL DETAIL DETAIL SCHEDULE DETAIL DETAIL Daniel Siegel SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. DS Engineering Services,PC 10 Pine Court 2015 IRC CODE WITH THE 2016 ��I RBI CODE SUPPLEMENT Westfield,New Jersey 07090 51MPSON COIL STRAP G52O'Wx20 R-21 INSULATION TABLE R30 � 973.985.4718 GAUGE)INSTALLED AT EVERY STUD, Simpson PHD5 Shear Wolf Holddown i@ all CLIMATIC AND GEOGRAPHIC DE IG CRITERIA ATTACHED WITH IOD NAILS, building corners (For type II Shear INTERIOR DESIGNER: AS PER TABLE 5.1 Nailing Schedule GROUND WIND SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD Walls) Installed as per manuf. specs. SNOW LOAD CATEGORY DESIGN UNDERLAYMENT HAZARDS 2"x6" STUDS (P Ib" C.C. (pgF) SPEED WEATHERING FROST LINE TERMITE DECAY TEMP. (?) REQUIREMENT EXTERIOR SIDING 2"xb" BOTTOM PLATE (MPH) DEPTH SEE ELEVATIONS FOR DE516NATION 5/4" Td6 PLYWOOD 5UBFLOOR II® 45 130 C SEVERE 36 INCH MODERATE SLIGHT TO 11 YES ® TO HEAVY MODERATE 30# FELT ® UPPER TOP PLATE LAPS ® 1.AN APPROVED SET OF PLANS WILL BE ON SITE, AND AVAILABLE FOR INSPECTOR TO REVIEW AT ALL TIMES. CONTINUOUS LOWER TOP PLATE 1/2" GDX PLYWOOD SHEATHING I 2.DESIGN IS IN ACCORDANCE WITH AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION - MANUAL FOR ONE AND TWO FAMILY DWELLINGS. PROJECT PARTNER: BAND / RIM JOIST -2 IN A I N 3.DESIGN LOAD CALCULATIONS: (AS PER 2015 IRC CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT) 19'-1OX" A LIVE LOAD = 40 P.S.F. ROOMS OTHER THAN SLEEPING ROOMS) David Walker AIA,NCARB (2) 2"xb" A00 TREATED 30 P.S.F. SLEEPING ROOMS) Chicago SILL PLATES 40 P.S.F. (DECKS) g 135 N Harvey Avenue Simpson LPT4 @ 16" o.c. !I 5"x5" Anchor Bolt Washers DEAD LOAD = 10 P.S.F. (ACTUAL WEIGHT OF MATERIALS) • oak Park,Illinois 60302 Between Top 5111 Plate 4 Rim Joist SNOW, WIND & SEISMIC LOADING = REFER TO CHART ABOVE. 631.566.2950 COPPER TERMITE SHIELD • WITH PRE-BENT DRIP EDGE • ARCHITECT: SILL 51.AL `:. GRADELV 1 " DIA. ANCHOR BOLTS ® 23" O.G. NO � ti MORE THAN 12" FROM ANY CORNER Oi TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSa ' D15G0'NTINUOS EDGE MINIMUM IMBEDMEN�\\ 't _ GELLAR Bruce Nagel + Partners Architects OF 0" INTO POURED CONCRETE // _ ` ti STUDIO FOUNDATION WALL with 5"x5" 5aUARE �:' ALLOWABLE 153 Chardonnay Drive WA5HER STRUCTURAL MEMBER DEFLECTION East Quogue, New York 11942 DETAIL FLOOR JOIST NOTCHING AT END DETAIL INTERIOR STUD DETAIL BOTTOM PLATE DETAIL INTERIOR STUD DETAIL TOP PLATE GALLERY S / +. Rafters having slopes reater than 3/12 with no L/180 SCALE:N.T.S. CONDITIONS SCALE:N.T.S. INTERSECTION DETAIL SCALE:N.T.S. INTERSECTION DETAIL 69 Main Street SEE FOUNDATION WALL DETAIL, THI `�/� g g p Westhampton, NY 11978 SHEET finished ceiling attached to rafters 631.283.8855tel % IN %, / • Interior walls and partitions H/180 www.brucenagel.com `` •,� , ti `, \\� PROJECT:Floors and plastered ceilings L/360 NOTIAS HOUSE DETAIL REQUIRED CONNECTION DETAIL AT All other structural members L/240 BLOCKING AT 24"o.C. ALLOWS SCALE:N.T.S. FOUNDATION LEVEL �"SPACING ALLOWS SIDE WALL FOR HOLDDOWN INSTALLATION HOLDDOWN INSTALLATION '� 450 Paradise Point Road Exterior walls with plaster or stucco finish H/360 ° Southold, New York ° END WALL In STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC&GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE `9 O PIPE OR CONDUIT CORNER STUD CONNECTED DRAWING TITLE: DESIGNED TO MEET 130mph WIND LOADS.ALL PLANS AND STRUCTURAL DETAILS TO CONFORM TO THE 2015 IRC Exterior walls wind load with brittle finishes L/240 � TO TRANSFER SHEAR SIMPSON PHD5 0 X SIMPSONPHD5SHEARWALL o GENERIC DETAILS CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT X HOLDDOWN o SHEARWALL o 0 o O o (2)16D COMMON NAILS @ HOLDDOWN 0 6"O.C. (2)16D COMMON NAILS @ 6"O.C. TABLE R301.2.2.2.1 Exterior walls wind loadsa with flexible finishes L/120 .000 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa o ° ° CORNER STUD CONNECTED To ROOF/CEILING DEAD LOAD ROOF/CEILING DEAD LOAD FIRST ANCHOR BOLT@ FIRST ANCHOR BOLT@ TRANSFER SHEAR FOUNDATION WALL FOUNDATION WALL WALL SUPPORTING 15 psf or less 25 psf NOTE: L = span length, H = span height. SHEET NUMBER: Roof only 1 .0 1 .2 a. The wind load shall be permitted to be taken as 0.7 times the Component and Cladding loads for the Roof plus one stefy or two stories 1 .0 1 .1 purpose of the determining deflection limits herein. b. For cantilever members, L shall be taken as twice the length of the cantilever. NOTE:THESE DETAILS APPLY TO CONVENTIAL LUMBER ONLY. NOT TO BE USED WITH For SI: 1 pound per square foot = 0.049 kPa. c. For aluminum structural members or panels used in roofs orwalls of sunroom additions or patio ENGINEERED LUMBER PRODUCTS,REFER TO MANUFACTURER FOR SPECIFIC DETAILS A901 a. Linear interpolation shall be permitted. covers, not supporting edge of glass or sandwich panels, the total load deflection shall not exceed L /60. For sandwich panels used in roofs or walls of sunroom additions or patio covers, the total load deflection DETAIL CUTTING, DRILLING FLOOR JOISTS DETAIL CORNER STUD HOLDDOWN DETAIL CORNER STUD HOLDDOWN PROJECT NO. shall not exceed L/'I 20. (4 STUDS) (3 STUDS W/BLOCKING) 2016 SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. ISSUE INFORMATION: GENERAL CONSTRUCTION NOTES � N0. DATE DESCRIPTION FASTENING SCHEDULE - 21 JUL 20 DESIGN REVIEW 23 JUL 20 HOME ENERGY SOL. ISSUE 1. All consbuction shall conform to the 2015 International Residential Code 10. BASEMENTS, each sleeping rooms in basement - 05 AUG 20 STRUCTURAL REVIEW BASED ON TABLE R602.3 (1) IRC 2015 with amendments by New York State. and every sleeping room shall have at least one Code books inducted but not I1miled but not limited t0: - 14 OCT 20 PRICING SET openable emergency escape as follows: NAILING SCHEDULE 2015 International- Residential Code; Building Code; Sill height of not more than 44 inches above the floor. - 4 AUG 22 PRICING SET UPDATE Energy Conservation Construction Code; Plum Ing code; Fire code; A. M'nlmum net dear opening of 5.7 square feet TABLE R302.6 23 JAN 23 REVISION 1 27 JAN 23 ISSUE FOR CONSTRUCTION Mechanical code; Fuel gas code; Existing but!dl g code; Property maintenance code Except grade floor openings shall have a m€nlmum net dear DWELLING GE SEPARATION MIN. UNIFORMLY DISTRIBUTED L.L. HLRABER AND TYP SPACING MD ALL CODES shall super+ceede the drawings and hall be Incorporated into the opening of 5 square feet IVE �TI®N OF FAST7 !'tER LOCAL - 15 AUG 23 BULLETIN 1 drawings WHETHER they are Indicated on the Tans or NOT. B. Minimum net dear opening height shall be 24 Indies. SEI'ARAT1OId MATERIAL USE LO - 14 NOV 23 BULLETIN 2 C. Minimum net dear opening width shall be 20". NOT LESS THAN 1/r-INCH GYPSUM OR 10 ROOF FRAWNO - 21 NOV 23 BULLETIN 3 FROM THE RESIDENCE AND ATTICS UNnhabltable at>!Cs wnNtout storage - 30 NOV 23 BULLETIN 4 2. Additional lref olence standards utilized: D. emergency escape and rescue openings shall be operational EQUIVALENT TO THE GARAGE SIDE 4-sd BOX (2-IM OR AMERICAN FOREST S PAPER ASSOCIATION from the Inside of the room without use of keys or tools. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5"-INCH TYPE X GYPSUM UMnttabitable afbc:e wnh IImiled*wags 20 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS To TOP PLATE COMMON EACH RAFTER,TOE NAIL IMPORTANT NOTE: Wood Frairne Construction Manual for one and two family dwellings BOARD Habiteble attics s atflo served wnh fmd stair 30 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-IM OR 140 MPH 2O15 Edition. Prescriptive and engineered methods. 11. STAIR HANDRAIL: Provide Handrail on at least one side of each STRUCTURE(S)SUPPORTING FLOORICEILING ASSEMBLIES 3.8d COMMON EACH JOIST.TOE NAIL The Architect of Record has not been retained continuous run of treads or flight with FOUR OR MORE RISERS. NOT LESS THAN 1/2'-INCH GYPSUM BOARD BaloonlEts(exterior)and dada; CEILING JOISTS NOT ATTACHED TO PARALLEL for Construction Contract Administration, and ig USED FOR SEPARATION REQUIRED BY IRC-R3026 40 3 RAFTS LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP 3. Wrlttea�.DBlmnermstons take precedence over scaled dimensions Handrail Height measured above stair tread nosing,shall not be less than Fire�� � CEILING JOISTS ATTACHED TO PARALLEL does not take responsibility for interpreting the 34 inches and not more than 384nches. All Handrails shall be continuous NOT LESS THAN 1/r INCH GYPSUM BOARD 4 TABLE R�2.5.1(9) EACH LAP GARAGE LOCATED LESS THAN 3 FEET A RAFTER HEELJO! intent of the construction documents, including 4. The contractor prior to the start of construction shall verify all the full length of the stair from a point directly above the top riser of a flight DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF Guards and Handrals 200 COLLAR TIES 4-10d BOX (37 OR dimensions,existing or new and be responsible for field tit to a point directly above the lowest riser of the flight Handrails adjacent to EXTERIOR WALLS THAT ARE WITHIN THIS AREA 5 OR 1-1/4'X 20 RIDGE STRAP 3-10d COMMON FACE NAIL TO EACH RAFTER making modifications as may be necessary a wall shall have a space of not be less than 1-1/2 inches between the wail Guard ln-0 components 50 during the construction phase; undocumented 5. The mechanical systems, electrical 8 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND systems, plumbing systems and the handra!l. see IRC code for exceptions. Refer to OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD SHALL COMPLY �,i code violations, and that the Architect of p g Sy8tB p WITH TABLE R702.3.5 THE WALL SEPARATION SHALL.NOT APPLY TO GARAGE WALLS THAT ARE � 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE Record is no longer liable for the work where and solar energy systems, shall be installed to accordance under IRC Code for grip Size specifications. PlDICUUIR TO THE ADJACENT DWELLING UNIT WALL OF EACH RAFTER OR TRUSS latest Stata approved Bu€lding Codes. All systems are to be designed, Room other O n sleeping rooms 40 changes to these documents have been made. installed, specified by the general contractors; HVAC, 12. GUARDS: Porches, balconies or rased floor surfaces located more than 30 inches Sl m"V rooms 30 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10dr OR TOE NAIL electrical or plumbing sub-contractors. Electrical ceftilic ates are to above the floor or grade below shall have a ralling not less than 36 Indies 3-16d BOX OR be provided the electrical contractor. in height Railings shall have Top rails and Balusters and Bottom rails that are stabs 40 2-16d COMMON END NAIL �� �D A NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed ' 6. All New Footings shall bear on Virgin,undisturbed so!I with an assumed by the riser,tread and bottom retl of the Guard rell at the open side of a stairway WALL FRAMING bearing aspacity of 2000 pounds per square Foot All Footings shall be are permitted to be of such a size that a 6 inch sphere cannot pass through. TABLE R301.2.1.2 NYS IRC Wlndbome Debris protection 16d COMMON ; 36 below grade Minimum. It shall be the responsibility of thelpReral Open sides of stairs with a total rise of more than 30 Inches above the floor or 8 STUD TO STUD(NOT AT BRACED WALL PANELS) •5"x 0.1 24"O.C.FACE NAIL contractor,to verifythe de of all exists footings disturbed b construction. grade below shall have guards not less than 34 inches in height measured Fastening Schedule for wood structural panels ALLOWABLE DF�ECTION of ALLOWAB� depth existing � Y 9 g ��� M,�� DEFLECTION 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 18"O.C. FACE NAIL vertically from the nosing of the treads. INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/7 x 0.1 4 2 p� Where this building official determines that in-place soils with an allowable Fastener Panel Span Panel Span Panel Span Rasters OngslopesImter an th 3/12 Wirt 1 COMMON 'l bearing capacity of less than 1,500 psf are likely to be-prasent at the site, 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window Type Less than or less than or less than or no fnt>shea celEing attached to rags L/180 10 BUILT-UP HEADER 11r x 0.1 16.O.C. FACE NAIL ALONG EDGES P N the allowable bearing capacity shall be determined by a sons Investigation. opening is located LESS than 24 inches above the fin!shed floor and GREATER equal to 4 feet equal to 6 feet equal to 8 feet Interlorwells and 11 CONTINUOUS HEADER TO STUD 5'8dOR BOX(X�Ud .113") TOENAIL than 72 Inches above the finished grade Or other surface below On the exterior No 8 Wood screw P FU180 12 Top PLATE TO Top PLATE 16d BOX(3-1/r x 0.162) 16"O.C.FACE NAIL 7. Cast-in-place concrete shall be air entrained; 5%<7%total aIr of the building,the window must be provided with a wig opening control device 16 Inches 10 Inches 8 inches �°�"� content by volume and have an ultimate compressive strength at that complies with IRC R312.2.2.Window Opening Control Devices. based anchor with DOUBLE TOP PLATE SPLICE SDCs A►D2 WfTH COPYRIGHT © 2023 on center on center on Center An other stavacnal 8.16d COMMON OR FACE NAIL ON EACH SIDE OF EN 28 days of 3000 . Except a steps 2 inch a bedment U240 SIESMIC BRACED WALL LINE SPACING<25' ) • DRAWING IS AN"INSTRUMENT OF SERVICE"AND psi pt exposed slabs,garage Slabs and Ste 12-16d BOX JOIST MIN 24 LAP SPLICE TN) shall be 3500 psi. All work shall be in accordance with the 2015 14. No baddill shall be placed against the foundation wa!€s Ie 9nt Ex6erf0rwans WM stu000 finish H/3W 13 IS THE PROPERTY OF BRUCE NAGEL+PARTNERS, DOUBLE TOP PLATE SPLICE SDCs A132 WITH FACE NAIL ON EACH SIDE OF EN ARCHITECTS AND THEY RETAIN ALL RIGHTS. International building code and NYS amendments. until the first floor framing Is in place or brace the foundati� NO 10t=chor screw Exteriorwalls-wind flnlettee SIESMIC BRACED WALL LINE SPACING>2S 12-16d(34/r x 0.13F) JOIST)MIN 24•LAP SPLICE 1 H) All Concrete shall Conform to the latest ACI standards. Ln40 REPRODUCTION, MODIFICATIONS,OR ANY USE OF 15. Double joists under parallel partitions and under whldpool tubs. based with 161nches 12 Inches 9 inches Exterior wags-wind loadaMlatible finishes U140 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST led COMMON (3-1/2•)OR 16'O.C. FACE NAIL THIS DRAWING,OR ANY PART OF THIS DRAWING Reinforcement: Steel reinforcement shall comply with the requirements Double around openings in floor and roof framing. 2 inch embedment on center on center On center OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2') 120 O.C. FACE NAIL WITHOUT WRITTEN APPROVAL IS NOT ALLOWED. of ASTM A 616,A 706 or A 996. Minimum yield strength of reinforcing lenght L sim length,H=sW height 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH IV O.C.FACE NAIL steel shall be 40,0000 psi(grade 40), required reinforcement shall 16. Metal flashing shall be installed were Concrete abuts wood, OR BLOCKING (AT BRACED WALL PANELS) 2-18d COMMON 2 EACH 16"O.C.FACE NAIL AUDIO VIDEO CONSULTANT: be in accordance with IRC Table R404.1.2(3), R404.1.2(8) and were decks abut house framing. a.This table is based on 180 uttintalle design wind speed and a 33-hoot mean roof height 16 TOP�LZ BOTTOM PLATE TO STUD 3-16d BOX END NAIL Location of Raul mement The center of vertical reinforcement in basement 17. Install joist hangers at all Push structural load bearing conditions. b.Feetene led rs shall be k*t& at opposing ends of the wood etrudural panel. WOOD HEADER SCHEDULE 2-16d COMMON walls shall be located at the centerline of the wall determined from tables Faefsners shall be located a minknum of 1 inch from the edge of the panel. NOMINAL LUMBER SIZE: SPANS: 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL 11404.1.2(2)through R404.1.2(7). Vertical reinforcement in basement walls 18. All habitable rooms shall be provided with aggregate glazing area C.Anchors 2-16d COMMON determines from table R404.1.2 8 shall be located to percent of the floor area of that room, ft W the�ctarior wan � ' '( ) provide a maximum of not less 8 and the minimum not less than 2 lttches trrbo the bonding fframe. Fasteners Shan be located not less titan (2)ZX6 UP TO 3'-0" cover of 1.4/4 inches from the inside face. openable area to the outdoors shall be 4 percent of the floor area being 21/2 tidies from the edge of concr+et block or concrete. 18 1" BRACE TO EACH STUD AND PLATE 2-W COMMON FACE NAIL ventilated. RetFer'to IRC Residential Code section R303 �)� 3'-0'Tos'-0" I Energy & REScheck Consultant: Concrete basement founda&m shall have horizontal repent as follows: d.Where edoscr ws are atmdted m masonrymi or 'fty shall Glenn La May using v� artettora having a mhthnum ultimate wttttdra�ra!eapacNy of (2)2X10 8'-0"TO 8'-0" Based on I11404.1.3.2(Includes basement entrances and window wells) 19. All window and door headers to be 2-2x10 unless noted otherwise. 1,5m pounce Home Energy solutions. 50 Woodbury Road <V Wall Height:One#4 bar within 12 inches of the top of wall and (2)2X12 8'-0'TO 10'-(r Huntington,New York 11743 One#4 bar near mld-h®tght of well. 20. Vent dryers to exterior as per IRC Section M1502 Ada I� In buildings located in Wood-Boma debris 631.288.2271 >_8'Wa!I Height: One#4 bar within 12 Inches of the top of wall and Vent range hoods as per IRC Section M1503 glazing 9 regions shall POSTS SHALL BE 4X4(NOMINAL) One#4 bar near the third points in the wall story. Bathrooms/mechanical ventilation as per IRC Section M1507 be-pretec4ed from wind home debris. FLOOR FRAMING Glazed opening protection shall most the Large Missle test ASTM E 1996 "NOS,AM SIZES CALLED OUT ON ANY OF ENVIRONMENTAL CONSULTANT: 8. Base design va!ue for visual and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 THE FOLLOWING DRAWINGS WILL 21 _ 4-8d BOX ig visually graded dimensional lumber:Joists,studs 21. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per Garage door glazed opening protection for wind bome debris shall meet SUPERCEDE THIS SCHEDULE. JOIST TO sILL, TOP PLATE JOIST 3 M COMMON PER JOIST-TOE NAIL Rakers and Framing lumber shall be DOUG-Fir#2 a better, the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, ANSUDASMA 115. Areas within hurrtcan ions•within 1 mil® E=1.6 X 10 , Min. Fb for dimensional lumber=850 psi outside of each separate sleeping area in the immediate vicinity of the bedroom 9 NOTE USE(3)2x HEADERS AT ALL 2x6 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON � and on each story of the dwelling, Including basement and cellars and not less than of the coastal high water line were the ultimate design wind speed is EXTERIOR WALLS PLATE(ROOF APPLICATiONS ALSO) 10d Box T O.C.TOE NAIL ALL EXTERIOR LUMBER Shall be ACQ requiring the following: 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be 130 miles per hour or greater. 2-10d Box a.) AR-Risteners shall be HOT DIPPED GALVANIZED ASTM A 153 class D In, m. and hard-wired to a commercial source. 23 BLOCKING TO JOIST 2-8d COMMON EACH END OR STAINLESS STEEL.STAINLESS STEEL SHALL ONLY BE USED WHENEVER an alteration, add!don,or conversion is made to an Existing Wood rat panels with a minimum of thidmoss of 7/16 Inch 4-16d BOX SURVEYOR: WITH-IN ONE MILE OF THE WATER. Residence,the smoke detection system of the ENTIRE residence must be IRC TABLE R802.5.1(9) 24 BLOCKING TO SILL ORTOi -PLATE TOENAIL b.) Use(topper flashing Only against ACQ Lumber Sill Plates brought up to code, hard-wired and interconnected. and a max! um span of 8 feet shall be permitted for opening RAFTERICEILING JOIST HEEL CONNECTION 3"16a COMMON David Fox e.) All Structural connectors I.e.Simpson strong-Tie or LISP, etc protection. Is shall be precut S predrll!ed to Cover the glazed openings 3-16d COMMON Fox Land Surveying r with attach t hardware provided In the table below. RAFTER RACER GROUND SNOW:20 PSF 25 2' PLANKS(PLANK$BEAM FLOOR 8 ROOF) AT EACH BEARING,FACE NAIL 64 Sunset Ave shall The Hot-Dipped Galvanized or Stainless Steel. 21. Carbon Monoxide Alarms: Shall comply with: IRC R315, IFC Section 915 a8 I all Hale and store i a dean d area of the house. SLOE SPACIyG 4-10d BOX Westhampton Beach,NY 11978 amended by the NYS supplement ry ' f • r Attachments shall be provided In accordance with the table ROOF SPAN 26 BAND OR RIM JOIST TO JOIST 4-1Od BOX PER JOIST' 631.288.0022 9. All Eng�nexared Wood Products such as"Tres Joists, Micro-Lam,etc shall be All CO alarms sha:'be connected to the lighting circuit with no intervening wall switch. 3-16d COMMON Installed In accordance with the manufacturers latest Installation details, Battery-powered alarms are not allowed. CO alarms are required within each as follows: 12 FT 20 FT 28 FT 36 Fr Framing connectors,Allowable Hole diagrams,specffiotions,etc. dwe!!!ng unit on each story conta!ning sleeping area,within 15 feet of each and 27 BUILT-UP GIRDERS AND BEAMS 1oa BOX S AOI ,F��OPPOSITE ��SIDES LIGHTING DESIGNER: Mico-Lelnm Design Stress: E= 1.9, Fb=2,600 psi, Fv=285 psi every sleeping areas. NUMBER OF 16D COMMON NAILS "Parallarm PSL"Design Stress: E = 2.0, Fb=2,900 psi, Fv=290 psi 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv=300 psi 22. WALL BRACING: Bulldings shall be braced in accordance with IRC section R602.10,or when 3:12 IV`O.C. 5 8 10 13 3-16d COMMON applicable, section R602.12.or section R602.10.4.2 Continuous sheathing methods. 4:12 16"O.C. 4 6 8 10 29 BRIDGING TO JOIST 2-10d BOX EACH END, TOENAIL ENERGY NO_ 23. A continuous load path shall be provided to transmit the applicable upl.1 forces in 5:12 16"O.C. 3 5 6 1 8 1. All construction,shall comply with the 2015 International Energy Conservation section R80211.1 from the roof assembly to the foundation. SU3FLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND SEPTIC ENGINEER: Construction Code.Thee having jurisdiction shell be 7:12 16"O.C. 3 4 s 6 uthority n9 P� 24. Asphalt Shingles: Shall corn with ASTM D 3462. Wind resistance of asphalt Shingles PARTICLE BARD WALL SHEATHING TO FRAMING an energy efficiency program to exceed the energy efficiency required by this code. p� p g 9:12 16"O.C. 3 4 4 5 shall be tested In accordance with ASTM D 7158 and Classified as per Table R905.2A.1 SPACING of FASTENERS 2. A permanent ceirttiicate shall be completed by the builder and posted on a wall of the IRC Residential Code. - 12:12 IV`O.C. 3 3 4 4 LiE3LRIPT1oN OF NUMBER AND TYP in the space where the furnace Is looted.Certificate shall comply with IRC N1101.14 Fasteners for asphalt shingles shall be galvanized or stainless steel,aluminum or 1/2" structural plywood BUILIDIIG ELEMENTS OF FASTENER PAL�EL�� L�JT ERk':ORTS E ROOF SHALL F"1G copper roofing nails, minlmum 12 gage shank with a minimum 3/8"Inch diameter head. Panel Attached to THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE S CABLE END hPYAt1 FRAif�iAK� 3. Attic or crawl space access shalt be weatherstri t The fasteners shall penetrate through the roof sheathing and comply with ASTM F 1667. BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS " 6d COMMON(SUSFLOOR,WALL) " A " STRUCTURAL ENGINEER: pti pped and insulated to a Ieyehquiva4ent Frame in accordance LOCATED HIGHER IN THE ATTIC THE HEEL.JOINT 30 -1/2" 8d COMMON(ROOF) 6 12" 6 Daniel Siegel to the Insulation On the surrounding surfaces. Minimum number Of fasteners as per manufacturer but not less than 4 per strip. with Table R301.2.1.2 CONNECTION SHALL BE INCREASED AS FOLLOWS: DS Engineering Services,PC 4. Installation-the components of the building thermal envelope shall be installed In accordance 25. SWIMMING POOLS. Shalt conform to IRC 2015 Section R326 and as amended _ International Residential 31 1913T- 1" ed COMMON 6" 12"A 6" 10 Pine Court by the NYS BuI"ding Standards and code 2016 UNIFORM CODE SUPPLEMENT code of NYS H c/ H r Westfield,New Jersey 07090 with the criteria listed in table 402.4.1.1 Where required by code official, an approved third party HEEL JOtYT A,�USTMENT FACTOR shall inspect all(components and verify compliance. dated a 2016. EXTERI 1 /3 1.5 T RESIST 1Mht�PIRESSURES OR WALL W00o STRUCTURALSELL 973.985.4718 5. Testing-Building or dwelling26. SOLAR READY DWELLINGS: Shall conform to IRC 2015 Section 324 and INTERIOR DESIGNER: unit shall be tested and verified having less than s amended by the NYS Building Standards and code 2016 UNIFORM CODE SUPPLEMENT WINDOW UNIT 1 /4 1.33 a or equal to 3 ACH50 In CZ 4A,5, 6A. testing shall be conducted by an approved third party. dated March 26. 1 /5 1.25 MINIMUM NAIL MIN WOOD WOOD WALL NAIL SPACING NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD 6. Ducts-Supply and return ducts in attics shall be insulated to a minlmum of R-8 @ 3"or greater 27. EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section R507 1 /6 1.20 PANEL SPAN RATING THICKNESS SPACING EDGES FIELD In diamer,and R-6 @ ducts less than 3"to diameter. NAIL 6a. Duct Sealing-(Ducts, aIr handlers and fitter boxes shall be sealed. (2Z X0131') 1.75 INCH 24116 10 16" O.C. 6" 12" ._ TABLE R4�01.4.1 PRESUMPTIVE LOAD-BEARING VALUES PROJECT PARTNER: 7. Duct testing-Ducts shall be pressure tested to determine air leakage by an approved third party. OF FOUNDATION MATERIALSa PLYWOOD STORM PANEL INTERIOR GYPSUM WALL BOARD David Walker AIA, NCARB SHUTTEI�DETAIL Chicago 8. Bullding cavitles shall not be used as ducts or plenums. CLASS OF MATERIAL LOAD-BEARING PRESSURE DECK LEDGER TO BAND JOIST CONNECTION iRc TABLE Rm72 GYPsul BOARD FRA IN G SPACING OF FASTENERS 135 N Harvey Avenue (pounds per square foot) Refer to General Notes for Panel GYPSUM! BOARD APPLICATION ORIENTATION TO FRAM(RS SLZE OF NI11LS Oak Park,Illinois 60302 9. Mechanical system piping insulation carrying fuids> 105 F degrees or<55F degrees shall Crystalline bedrock 12,000 fastener requirements. JOIST SPAN THICKNESS TO WOOD FRAWO 631.566.2950 Sedimentary and fol!ated rock 4,000 CONNECTION FRAi.,ING SPACING NAILS SCREWS be Insulated with R-3 Minimum. Sandy gravel and/or gravel(GW and GP) 3,000 DETAIL <V 6'1•TO V 8'1"TO 10' 10"TO 12 AST TO IV 14'16 TO 1V V111,70 18' 10. Mechanical ventilation-Shall meet the requirements of the IRC/IMC. Sand, silty sand,clayey Sand,silty gravel and clayey gravel 1/2" WALL CEILING EITHER DIRECTION IV`O.C.ErMER DIRECTION IV`O.C. $ 16.12" R � ARCHITECT: 112"DIA.LAG SCREW (SW, SP, SM, SC, GM and GC 2,000 30- 27 18' 1s• 13" 11• 10" &11r MAX.SHEATHING 11. Equipment sizing- Per ACCA manual S, based On loads calculated per ACCA Manual J Clay,sandy day,silly day, dayoy sI!t,sift and sandy silt 5/8" CEILING EITHER DIRECTION 16.O.C. T 12" 6d COOLER NAILS as provided by a third party HERS Refer. (CL, ML, MH and CH) 1,500b 1/2"DW THRU BOLT • 36" 34• 29' 24" 21" 19' Wes- EITHER DIRECTION IV`O.C. 8" 16" -I., °A &1/2"MAX.SHEATHING TYPE X AT 17ff LONG 6d COATED NAIL8 12. Lighting A minimum of 75%of permanently Installed fixtures must have h h-efii lam a.When soli tests are required by Section R401.4, 5/8" GARAGE CEILING PERPENDICULAR 'I6"O.C. W 6" EWIVALANT DRYWALL SCREWS. B-" g t Y the allowable bearing capacities of the soli shall be part of the recommendations. LEDGERS SHALL BE FLASHED BENEATH sCREVNs sFWLLcowL.Ywrm Bruce Nagel + Partners Architects 13. All HVAC, Plumbing&Electrical systems shall meet the IRC chapter 11 EnergyLAG SCREWS SHALL BE STAGGERED PER IRC R5072.1(1) HABITABLE ROOMS IRC sECTtoN R7o2s.6.� b.Where t lace soils with an allowable bearing Ca STUDIO efficiency, Internatlonal mechanical code, International energyIn-place g parity Of Its than 1,500 psf s 153 Chardonnay Drive �@��fie' are likely to be present Et the site, the 8110'Wable bearing Capacity Shall be A ULTIMATE WIND SPEED. NSPtI NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6.O.0 East Quogue, New York 11942 It shall be4 io+3sponsibillty of the General contractor to submit FOR A MIN.MUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4 ON CENTER TO GABLE END WALL FRAMING In d align, calculations,drawings,written statements of the mechanical, determined by a soils Investigation. GALLERY aIr conditioning,ventilation. heating systems(new,existing or upgraded) 69 Main Street stamped by a profess!onal engineer if required by the Owner or Building Dept CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Westhampton, NY 11978 14. Additions, alterations or renovation:shall comply with IECC 2015 WIND DESIGN SUBJECT TO DAMAGE FROM 631.283.8855 tel Unaltered porth)ns of the existing building Is not required to Comply with this code. GROUND WIND SIESMIC FROST AIR MEAN www. rucenage.corn 15. Minimum one F' ' LOAD WIND wEATHEMNG DESIGN UN sD HEwAAYMENr �D FREEZING Programmable thermostat shall be provided for each Separate heating SNOW SPEED TOPOGRAPHIC SPECIE BORNE DESIGN LINE TERMITE INDEX TEMP andand cooling syeltem in accordance with section N1103 Control Systems. ) �� REGION ioNes cATAGORY DEPTH TEMP REQUIRED AL PROJECT: 20 LBS 130 NO NO NO B SEVERE 3'-0" MODERATE 15 YES NO ISM or less 5z� NOTIA 'Z HOUSE 16. All exterior waliff1wicelling joists shall be air sealed and insulated to accordance TO HEAVY with Table R402.4.1.1. Apply a fresh bead of caulk to the top and bottom plate M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE UUMATE DESIGN WIND SPEED IS 130 MPH OR GREATER immedtatly prlcw to installing interior gypsum wall board. 450 Paradise Point Road Southold, New York DRAWING TITLE: GENERAL NOTES SHEET NUMBER: A902 PROJECT NO. 2016 ISSUE INFORMATION: NO. DATE DESCRIPTION - 21 JUL 20 DESIGN REVIEW - 23 JUL 20 HOME ENERGY SOL. ISSUE - 05 AUG 20 STRUCTURAL REVIEW - 14 OCT 20 PRICING SET Grounding AUG 22 PRICING SET UPDATE ,4 - � ,» .. .._.•.H,w Grounding Electrode - 23 JAN 23 REVISION 1 GENERAL CONSTRUCTION NOTES: MECHANICAL NOTES: System , - 27 JUN 23 ISSUE FOR CONSTRUCTION - Section 50.50 � 15 AUG 23 BULLETIN 1 1.PROVIDE ACCESS TO ANY ATTIC SPACE EXCEEDING 30 SQUARE FEET OR MORE,AND WHICH HAVE A VERTICAL 1. PROVIDE AT LEAST THREE INCHES OF CLEARANCE ALONG THE SIDES AND BACK OF THE L - 14 NOV 23 BULLETIN 2 HEIGHT OF 30 INCHES OR GREATER, FURNACE(S)AND NO LESS THAN SIX INCHES CLEARANCE BETWEEN THE FRONT AND THE Banding - 21 NOV 23 BULLETIN 3 r" �•_. ... .:.... :. • d � '" - 30 NOV 23 BULLETIN 4 v ° DOOR OR OTHER OBSTRUCTION IF THE FURNACE IS OPEN TO THE ATMOSPHERE. (Grounding) ; " -----�-- " 2.ALL EQUIPMENT,APPLIANCES, INCLUDING SMOKE AND C.O. DETECTORS,AIR CONDITIONER,WATER HEATER % � _ Jumpers IMPORTANT NOTE: DISCHARGE M>� AND FURNACES, SHALL BE INSTALLED IN ACCORDANCE WITH THEIR LISTINGS AND THE MANUFACTURERS 2.CONDENSATE FROM ALL COOLING COILS OR EVAPORATORS SHALL BE CONVEYED FROM SLOPCDAWAV INSTALLATION INSTRUCTIONS.A COPY OF THE MANUFACTURERS INSTALLATION INSTRUCTIONS MUST BE THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL(SECTION M1305.1.1) The Architect of Record has not been retained XfAOM MCKJSEPROVIDED ON SITE FOR EACH INSPECTION (SECTION R106.1.1). for Construction Contract Administration, and 3.THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED �' k • ° „ -" does not take responsibility for interpreting the 3. MINIMUM HEADROOM CLEARANCE OF 6-8 MUST BE MAINTAINED AT ALL STAIR CONDITIONS. CONTRACTOR TWENTY FIVE FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION.THE � r intent of the construction documents, including - " °" SHALL NOTIFY THE ARCHITECT IF SITE CONDITIONS DO NOT MEET THESE REQUIREMENTS. MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED TWO AND ONE HALF(21/2) FEET FOR t�).�1 I<rserprEes, �' M ► ,_� makingmodifications as may be necessary -. •ff"F u, y�, _a ka u "'� Ft3t�`�aAT � EACH FORTY FIVE DEGREE BEND,AND FIVE FEET(5) FOR EACH NINETY DEGREE BEND. °� ri �:a-x � Y Y WAtL -r x during the construction phase; undocumented `* 4. PER IRC 2018 SECTION R311.7,STAIR TREADS SHALL BE AT LEAST 10 INCHES DEEP,AND RISERS SHALL NOT BE r ., g ' W" ' code violations, and that the Architect of . : GREATER THAN 7 3/4". TREADS ARE MEASURED FROM NOSING TO NOSING. 4. COMBUSTION AIR OPENINGS SHALL BE SIZED AS FOLLOWS: EACH OPENING SHALL HAVE A - �.,. 7 • MINIMUM FREE AREA OF 1 SQUARE INCH PER 1000 BTU/H OF TOTAL INPUT RATING OF ALL y I „fi Record is no longer liable for the work where ` 5. HANDRAILS SHALL MEET REQUIREMENTS OF IRC 2018 SECTION R311.7,AND SHALL NOT BE LESS THAN 34 OR APPLIANCES IN THE SPACE, BUT NOT LESS THAN 100 SQUARE INCHES.ONE OPENING SHALL I changes to these documents have been made. MORE THAN 38"ABOVE THE NOSING OF THE TREADS. COMMENCE WITHIN 12 INCHES OF THE TOP AND ONE OPENING SHALL'COMMENCE WITHIN 12 _ . ._:. �_._ ...__._� __. �...w -.. _.__a_ _._ EXISTING FOUNDATION WALL -�`` 4 , INCHES OF THE BOTTOM OF THE ENCLOSURE.THE MINIMUM DIMENSION OF AIR OPENINGS k The following grounding t a SHALL NOT BE LESS THAN 3 INCHES. - F ffi are present must be bonded together to a ELECTRICAL NOTES 5. RANGE HOODS SHALL DISCHARGE TO THE OUTDOORS THROUGH A(SINGLE WALL DUCT, form the grounding electrode system: D GASKETED OR SEALED LID REQUIRE q ** THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR SURFACE, SHALL BE , Metal underground rn i nd water le .j 1.CONTRACTOR TO VERIFY THAT CEILING OUTLET ELECTRICAL BOXES SHALL BE CAPABLE OF SUPPORTING THE AIRTIGHT,AND SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER. DUCTS SERVING RANGE p 6" " WEIGHT OF THE SPECIFIED FAN. HOODS SHALL NOT TERMINATE IN AN ATTIC OR CRAWL SPACE OR AREAS INSIDE THE 2. Metal frame of building or Structure BUILDING.SINGLE WALL DUCTS SERVING RANGE HOODS SHALL BE CONSTRUCTED OF ; oncret+ -encased electrode (Ufer) '14 CMEt '- 2. ELECTRICAL CONTRACTOR TO PROVIDE DIAGRAM OF ELECTRICAL DISCONNECTING MEANS FOR ANY NEW GALVANIZED STEEL, STAINLESS STEEL OR COPPER. EXHAUST HOODS CAPABLE OF FURNACES OR AIR CONDITIONING UNITS UPON REQUEST OF THE AUTHORITIES HAVING JURISDICTION. EXHAUSTING IN EXCESS OF 400 CUBIC FEET PER MINUTE SHALL BE PROVIDED WITH MAKEUP Ground ring ; AIR AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST RATE. SUCH MAKEUP AIR SYSTEMS 5• Rod or pipe electrode " SHALL BE CONTROLLED WITH A MEANS OF CLOSURE AND SHALL BE AUTOMATICALLY 3.A SINGLE DEDICATED RECEPTACLE SHALL BE REQUIRED FOR EJECTOR AND SUMP PUMP MOTORS. ,+ rj, p��t� ��a , . rode EXHAUST SYSTEM. y � .. . +ter a COPYRIGHT © 20 CONTROLLED TO START AND OPERATE SIMULTANEOUSLY WITH THEE I 23 4. PROVIDE AT LEAST ONE GFCI PROTECTED RECEPTACLE IN THE ATTIC SPACE NEAR ANY MECHANICAL DRAWING IS AN"INSTRUMENT OF SERVICE"AND EQUIPMENT FOR SERVICING PURPOSES. 6. HVAC,A/C,AND EXHAUST LOCATIONS SHALL NOT CAUSE NUISANCES AND SHALL BE IS THE PROPERTY OF BRUCE NAGEL+PARTNERS, LOCATED A MINIMUM OF 10 FEET FROM LOT LINES AND OPERABLE WINDOWS,AND A MINIMUM GROUNDING ELECTRODE SYSTEM DETAIL ARCHITECTS AND THEY RETAIN ALL RIGHTS. k a IN OF THREE FEET FROM EXTERIOR WALLS AND ROOFS. p 5. PROVIDE AT LEAST ONE WALL SWITCH CONTROLLED LIGHT FIXTURE WITHIN 3 FEET OF THE ATTIC SPACE SCALE:N.T.S. REPRODUCTION, MODIFICATIONS,OR ANY USE OF St 4 ACCESSIBLE OPENINGS. THIS DRAWING,OR ANY PART OF THIS DRAWING Cotx=Tt7. KITCHEN AND BATH EXHAUST SHALL BE LOCATED 3 FEET MIN. FROM LOT LINES& WITHOUT WRITTEN APPROVAL IS NOT ALLOWED. ICot& PUNIP r----- - - - ------� ttA OPERABLE WINDOWS,AND 10 FEET FROM MECHANICAL INTAKES, _ 6. PER ARTICLE 250.50,ALL AVAILABLE ELECTRODES(METAL UNDERGROUND WATER PIPE, METAL FRAME OF THE " `` m:-` ^.•. ... '.� ,• ;u , . "Woo , P - � ,, 9; BUILDING, ROD/PIPE ELECTRODES,CONCRETE ENCASED ELECTRODES, ETC.)SHALL BE BONDED TOGETHER TO - A FORM THE GROUNDING ELECTRODE SYSTEM AUDIO VIDEO CONSULTANT F, ` " •' "'' " � • - • INTERNATIONAL FUEL GAS CODE:l �' Rt ry-, ':ar 0°,y*', s..�",_•�'i, er r& w t.raa,•,;.� °f � ° 'r e .E s -- Mr+s.'•s•rras . . x'g ,°� •` a -.' '`_ :, 7. BOND GAS&WATER(HOT AND COLD) PIPING ARCUND WATER HEATER CONNECTION. 1. PRIOR TO ACCEPTANCE AND INITIAL OPERATION,ALL PIPING INSTALLATIONS SHALL BE y 'Y N< • � i �,` i; � Rr,, :, :,. 4; , _* x x n VISUALLY INSPECTED AND PRESSURE TESTED TO DETERMINE THAT THE MATERIALS, " 8.LUMINAIRES LOCATED ABOVE SHOWERS AND AB'," `,' '".. ., . ,� � � .: �,., OVE TUBS WITH SHOWERS SHALL BE MARKED BY THE DESIGN, FABRICATION,AND INSTALLATION PRACTICES COMPLY WITH THE REQUIREMENTS MANUFACTURER AS SUITABLE FOR USE IN WET LOCATIONS,AND LUMINAIRES LOCATED ABOVE BATHTUBS AND OF THIS CODE. WITHIN 3 FEET OF THE EDGE OF THE TUB RIM ARE TO MARKED BY THE MANUFACTURER AS SUITABLE FOR USE IN Energy & REScheck Consultant: x •'° ''j' 'I ." DAMP LOCATIONS. STREET SIDE of "ru r'Sr, 'v *# ." *� .- .-„ a WATER METER PONDING ' _ • T "Si i.. Glenn LaMay f Jl) ER z ski x # , l * $ *•*, �a• 50 Woodbury Road a � Home Energy Solutions M ¢ ` <•. �� " Huntington,New York 11743 631.288.2271 a • " s . ENERGY CONSERVATION CODE GENERAL NOTES: CONDUCTOR FROM MAIN u • UIFiES+THAT GROUPIptt1G LECTRCDAL BAR SE 8C>IIDINO JUMPERS R£ Di' N PANEL ANYWHERE e` ;+," .,, ^ a IVEC-250.f M RCO SERVICE PA EL NEUTRAL -. s' n • 4 :..�.hy' ,.wt THE TO CON EC SUFFICIENT LENGTH TO PERMIT ON THE FIRST 6 FT (1.62m)OF 1. U-FACTOR OF NEW WINDOWS ARE DESIGNED TO BE.30 OR LESS. SHOULD THE CONTRACTOR CHOOSE AN REMt�11gL qF THE r.�7ER OFF bVATI {. ASE7AL WA1F�PCPE AFIER IT ENVIRONMENTAL CONSULTANT: ALTERNATE WINDOW WITHOUT NOTIFYING THE ARCHITECT,THE WINDOWS MUST MEET THIS REQUIREMENT.Ar HEATER WITHOUT THE LOSING THE , ENTERS THE BUILDING. THE FIRST INTEGRITY OF TFIE BONDING PAT . FIVE FEET MAY INr,'LLI[3E THE WATER METER, 250,52(A)0 2.A PERMANENT CERTIFICATE COMPLETED BY THE BUILDER OR DESIGN PROFESSIONAL SHALL BE POSTED ON A � :,� TYPICAL DRAIN TILE AND SUMP PUMP REQUIREMENTS WALL WHERE THE FURNACE/ELECTRICAL SERVICE PANEL IS LOCATED.THE CERTIFICATE SHALL LIST THE per acaLD WATER Y •` t ` SUPPLY SCALE:N.T.S. PREDOMINATE R-VALUES OF INSULATION THROUGHOUT THE HOUSE, DUCTS OUTSIDE CONDITIONED SPACES, ""T "`'bOND TOGETHSR SERVICE WATER THE COLD WATER, LOGATED-,..�. AND U-FACTORS FOR FENESTRATIONS. ' SUPPLY - k c ` .:; : , .. € a SUPPLY, THE I�I�T �RSID- SURVEYOR: SAS WATER SUPPLY,, � FIFSi6TEWC1w METER LOCATED SUPPLY ANi) THE GAS PIPE. ' ON OUTSIDE OF 3.ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SHALL BE WEATHER STRIPPED f. I'# ``: RESIDENCE David Fox AND INSULATED TO THE LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. ANODE DIEIECTRIC Fox Land Surveying s 1 FITTING g4ND ING GROUNDING � JUNIPER ELECTRODE r 64 Sunset Ave 4. PROVIDE R-3 INSULATION ON ALL NEW HOT WATER SERVICE LINES TO KITCHEN AND OTHER AREAS REQUIRED DIP Tom` Ct7NDLCTO R Westhampton Beach,NY 11978 PER IECC R403.5.3 SUPPLEMENTAL GROUND ROD---•--.__ 631.288.0022 Sewage THE SUPPLEMENTAL'SPOUNDING ELECTRODE ejector HATER CONDUCTOR MAY ee CONNECTED!SUPPLY DUCTS OUTSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED R-8. BEATER t)TO THE NEUTRAL GUS IN THE MAIrd LIGHTING DESIGNER: ,�I SERVICE PANEL. OR d 2)TO THE NEUTRAL BUS IN THE METER L11�1'I� t' �lI .•+�-■ 6.ALL DUCTS,JOINTS,AND SEAMS SHALL BE SEALED. BASS, GUT ONLY F ACCEPTABLE TO s THE SJ_rGTRIC UTILITY. r pipe Pump 2°6arn el 7. EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED AND THE AIR BARRIER INSTALLED r- discharge SEPARATING THEM FROM SHOWERS AND TUBS. Metallic water piping must be bonded t0 the Service panel grounded neutral with a pipe minimum#6 copper wire within the first 5 feet of entering the building. motes � (discharge pipe rn SEPTIC ENGINEER: h hO u �r � (2, dia �t r G --non -cvg PLUMBING NOTES: Metallic gas piping will be considered bonded if connected to the grounded neutral by a impeller sufficiently sized conductor i.e.; 12-wg to a furnace is considered sufficient bonding. 1. SUMP PITS OPEN TO SOIL OR SERVING AS THE TERMINATION POINT FOR SUB SLAB OR EXTERIOR DRAIN TILE � �" •"" �• LOOPS SHALL BE COVERED WITH A GASKETED OR OTHERWISE SEALED LID. elet Corrugated Stainless Steel Tubing CSS must be bonded to the grounded neutral with a' ncal i orru g g h. '((Firing 2.WASTE/VENT PIPING TO BE STACK TESTED AND WITNESSED BY THE PLUMBING INSPECTOR minimum#6 copper wire at the earliest point of entry into the building downstream of STRUCTURAL ENGINEER: the meter. Bond must be made to the CSST adapter or steel pipe,never to the tubing Daniel Siegel �► Train wave line P P g ills urtlGi91=-� ,i I . Y 1 3.WATER PIPING TO BE TESTED TO 100 PSI AND WITNESSED BY THE PLUMBING INSPECTOR. Itself. Ds Engineering services,PC LIM. ��I�l I 10 Pine Court PUMWestfield,New Jersey 07090 p r �'' Any break in the continuous band must have a jumper that connects both sides of the 973.985.4718 intakechedR Valve ,.: (:should be horizontal) piping, i.e.; water meters and hot water tanks. eonte floor INTERIOR DESIGNER: BONDING DIAGRAM . .,a• • "•" „ti,, o a-p,, '.• i '_ 'VIP 8'�,T mod•• •xti,'�• y'..'t`•'..a.h'� ;''r'c•,',.': i^"»^�'";•`I "-T,�"�, 'r`+,.o"s"1f"T:1"'•,•,°i• 1 { "irrf. .MM:,,'i",+• ' .'�5.,^. `i '.- �ir.R}� ro •.y:�', : •• •• �. `Zr •i .Wr F+s 1°"t fh ""I at•r.e+1• :yeti? - '}•;.••r` • off :b� r..Yy'.3•, •'.... ,a,'�'':f� :w.i,,'-. - ' `ay.".r ."' '". " ^•`-p�-`� e+�^•-�J�4 `' �•' .'�•nY Cd • �°I' '.f,._ ,,(! i',^i •,J,.+rA r' j.�y • wl : "1."r. wr; ' 'I: ,"t ,.::;,•.-„� Y > ,iu:' .� ,,: •:•"..�,n.rs ".,. pig p5m • '°• °• SCALE:N.T.S. dram - ' `�:;,.'• uq: '_.� .;;:;; n ,¢` ;';, 1 ,r.•L�_,, ° � _,° : : �r�rt�toils yk PROJECT PARTNER: `'w ! '• a„"r3",rr' ° •. «'{°•.`' .i i,v .. "•=, .,r, s.'"..}"Jr - -.....�.$ kf� `r., .�i�'� r, ra""'.+4 i r afi•`.•; • _ r,.i.p�"+.'r `t• •r ' •° *'•,•.ae.. Ra . '•. •, { ,r 5 F7. w MCI LL.,M T Y�'�A�a, '"•' i-`?•i`. - "` •�o.�i»•' "i- 'I,tr�-A . 9isey,�,•'v,�,r•`,t'., �'g•�{'. l _ E - ♦• .y a �.r-s.�Jy- ."�.o'�,f+-7�?•Sr.�E ttaj��a . '': ••_^ .';i'a�;;':^-•'�:P,,�c; '`_",'�•.olzr"�•. ,l`.*¢'{'•` ` �j �rL�{�y�y , 17`I�°r' 's .•ti:�;;` •"ti '``--•� David Walker AIA,NCARB r� .� Chicago .,X' ':'�'r;c;' 4 '"e4'�` •_ ,v t *` ` 'I'"`;T•b.'. , •• .`e -`• '^fi :' °$ "+�• '�s•i, a' -T. . "' i`•`"s q / 4'''bm float ` - `. f%f'' fn-i!:'' ,- ''•;.6'f.' �`.`".':` 135 N Harvey Avenue JU t0 P x irre •• a.. .sa'_wa� r �:�',! i..a• - .+- ,,y-,^s'•i i'tis a ty. . !1 .n.a«.ua.a.- w.+.«+uMinYr� s . .Li sc � �A •» r.. ' 'J.pi. '''`LS,y,� Oak Park,Illinois 60302 631.566.2950 ARCHITECT: TYPICAL SEWAGE EJECTOR PUMP DETAIL CONCENTRATED LOAD END BEARING ' 1 SCALE:N.T.S. (LOAD STIFFENER) (BEARING STIFFENER) + "GE WIDTH ''' FLMGEVADTM TIGHT JOINT REQUIREMENTS: -i 13 4'OR LESS GREATER THAN 13 4' GAP NO GAP Bruce Nagel + Partners Architects -WHEN USED AT END BEARINGS, WEB STIFFENERS SHOULD BE INSTALLED TIGHT AGAINST THE BOTTOM FLANGE OF THE I-JOIST, r- 1/8"- 1//4" GAP 1/8"- 1//4" GAP STUDIO BUT WITH A MINIMUM 1/8 GAP BETWEEN THE TOP OF THE STIFFENER AND THE BOTTOM OF THE TOP FLANGE. O 153 Chardonnay Drive -WEB STIFFENERS MUST BE MADE OF UTILITY GRADE SPF (SOUTH) OR BETTER FOR LUMBER AND/OR SHEATHING GRADE OR (4) 8D BOX OR COMMON ® East hardo , New York 11942 BETTER FOR WOOD STRUCTURAL PANELS. CLINCH NAILS, 10D BOX OR + + GALLERY -WHEN DESIGNED IN ACCORDANCE WITH THE LOAD/SPAN CONDITIONS SET FORTH IN THE TABLES IN THE ROSEBURG EWP DESIGN (4) 8D BOX OR COMMON REQUIRED FOR e ® 69 Main Street GUIDE OR INSTALLATION GUIDE, RFPI-JOISTS DO NOT REQUIRE WEB STIFFENERS, WITH THE FOLLOWING EXCEPTIONS: COMMON NAILS RFPI 80S&90 SERIES Westhampton, NY 11978 -WHEN SIDES OF THE HANGERS DO NOT LATERALLY BRACE THE TOP FLANGE OF EACH I-JOIST. CLINCHED + + 631.283.8855 tel -BIRDS MOUTH CUTS FOR ROOF JOISTS. NO GAP :]ET____NO GAP 631.283.8855www.brucenag tel -WHEN I-JOISTS ARE DESIGNED TO SUPPORT CONCENTRATED LOADS GREATER THAN 1000 LBS APPLIED TO THE I-JOIST'S TOP FLANGE BETWEEN SUPPORTS. IN THE APPLICATIONS ONLY, THE GAP BETWEEN THE WEB STIFFENER AND THE FLANGE GAP TIGHT JOINT NO GAP PROJECT: SHALL BE AT THE BOTTOM FLANGE. NOTIAS HOUSE -WEB STIFFENERS MAY BE CUT IN THE FIELD AS REQUIRED FOR THE APPLICATION. WEB STIFFENER SIZE REQUIRED -THE USE OF WEB STIFFENERS OR BEARING LENGTHS THAT ARE LONGER THAN THE MINIMUM REQUIRED MAY RESULT IN I-JOIST FLANGE WEB STIFFENER SIZE ALLOWABLE SPANS THAT ARE LONGER THAN THOSE SHOWN IN THE ROSEBURG EWP DESIGN GUIDE OR INSTALLATION GUIDE. WIDTH EACH SIDE OF WEB THE MOST ACCURATE METHOD OF DETERMINING IF A JOIST IS ADEQUATE AND IF WEB STIFFENERS ARE REQUIRED IS TO USE 1 3/4" 119132"X 2 5/16" MIN. WIDTH 450 Paradise Point Road APPROPRIATE SOFTWARE (E.G. SIMSPGN STRONG-TIED COMPONENT SOLUTIONSTM) OR ENGINEERING ANALYSIS FOR THE 21116" 7/8"X 2 5/16" MIN. WIDTH Southold, New York ACTUAL CONDITIONS. 2 5/16" 1"X 2 5/16" MIN. WIDTH 21/2" 1"X 2 5/16" MIN. WIDTH DRAWING TITLE: 31/2" 1 1/2"X 2 5/16" MIN. WIDTH GENERAL NOTES TYPICAL WEB STIFFENER REQUIRMENTS AND DETAILS SCALE:N.T.S. SHEET NUMBER: A904 PROJECT NO. 2016 II A B C D E F G GENERAL NOTES: CONCRETE NOTES: REINFORCING NOTES: WOOD FRAMING NOTES: STRUCTURAL DESIGN CRITERIA 1. ALI. WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, 1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF THE ACI BUILDING CODE 1. ALL CONCRETE REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 EXCEPT WHERE 1. ALL WOOD FRAMING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE APPLICABLE BUILDING 1. CODES AND STANDARDS: LATEST EDITION. REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318) AND THE NEW YORK STATE BUILDING NOTED. ALL REINFORCING BARS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING CONSTRUCTION CODES AND BEST GENERAL ACCEPTED STANDARD. 2. THE_ CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CODE. IN CASE OF CONFLICT, THE STATE BUILDING CODE SHALL GOVERN. BARS MAY NOT BE WELDED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 2. LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR A. "NEW YORK STATE BUILDING CODE, LATEST EDITION". COMMENCING WORK, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER/ 2. ALL CONCRETE SHALL BE CONTROLLED CONCRETE, MIXED AND PLACED UNDER THE 2. ALL WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO ASTM 185. (FY=65 KSI MIN.) W.W.F. WOOD CONSTRUCTION" AS PUBLISHED BY NATIONAL FOREST PRODUCTS ASSOCIATION, UNLESS B. "AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-10". ARCHITECT OF ANY DISCREPANCY THAT MAY EXIST. SUPERVISION OF AN APPROVED CONCRETE TESTING AGENCY. SHALL BE PROVIDED IN FLAT SHEETS. THE FOLLOWING W.W.F. SHALL BE USED FOR AREAS OTHERWISE NOTED. 3. PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON THESE DRAWINGS. PROVIDE ALL 3. FOR LOCATIONS LISTED BELOW, CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH SAND AND SPECIFIED BELOW UNLESS OTHERWISE SHOWN ON THE DRAWINGS: 3. ALL LUMBER TO BE DOUGLAS FIR-LARCH #2 OR BETTER, WITH THE FOLLOWING STANDARDS: 5 OPENINGS REQUIRED BY MECHANICAL, ELECTRICAL, OR PLUMBING TRADES, WHETHER OR NOT GRAVEL AGGREGATE, TYPE I OR TYPE II PORTLAND CEMENT AND A MINIMUM COMPRESSIVE SLAB ON GRADE: 6x6 / W4.0 x W4.0 5 SHOWN IN THE STRUCTURAL DRAWINGS. ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRENGTH (f'c) OF 4,000 PSI IN 28 DAYS. 3. REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS UNLESS OTHERWISE A. FB = 900 PSI STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR REVIEW. 4. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN AN AIR ENTRAINMENT ADMIXTURE, AIR NOTED ON DRAWINGS. B. FV = 185 PSF DESIGN LOADS: 4. TH1E CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS AND CODES NECESSARY TO CONTENT TO BE 5%f 1%. 4. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI C. E = 1,600,000 PSI DISTRIBUTED LOADS (PSF): ADEQUATELY PROTECT ALL PERSONS PROPERTY FROM INJURY, DAMAGE OR LOSS. HE SHALL 5. ALL CONCRETE SHALL BE PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS, EXCEPT WHERE 315 - "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," D. Fc = 1,350 PSI INSTALL AND MAINTAIN ALL REASONABLE SAFEGUARDS, NOTICES, BARRIERS, SCAFFOLDING, SPECIFICALLY NOTED. HORIZONTAL WALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH LATEST EDITION, E. 19% MAX. MOISTURE CONTENT 1. DEAD LOADS LADDERS, AND PRECAUTIONS REQUIRED TO PROVIDE ALL PROTECTION. VERTICAL CONSTRUCTION JOINTS. 5. PROVIDE AND SCHEDULE WITH THE SHOP DRAWINGS, ALL NECESSARY ACCESSORIES TO HOLD 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM THE 6. CONSTRUCTION JOINT LOCATIONS OTHER THAN SHOWN ON THE DRAWINGS ARE PERMITTED REINFORCING SECURELY IN POSITION. MINIMUM REQUIREMENTS SHALL BE: 4. PROVIDE BRIDGING SPACED NOT MORE THAN 8'-0" O.C. ROOF 20 PSF COINSTRUCTION SITE IMMEDIATELY AFTER COMPLETION OF THEIR WORK IN SAFE AND LEGAL SUBJECT TO PRIOR APPROVAL OF THE ENGINEER. EXPANSION JOINT AND CONTROL JOINT HIGH CHAIRS 4'-0" ON CENTER 5. PROVIDE TEMPORARY AND PERMANENT BRACING FOR FRAMING, INCLUDING TRUSSES, TO HOLD IT 2nd FLOOR 15 PSF MANNER. LOCATIONS ARE MANDATORY AS SHOWN. CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING SLAB BOLSTERS 4'-0" ON CENTER SECURELY IN POSITION AT ALL TIMES. 6. THE CONTRACTOR SHALL COORDINATE THESE DRAWINGS WITH ALL ARCHITECTURAL AND INTENDED PLACING SEQUENCES AND LOCATIONS OF CONSTRUCTIONS JOINTS TO THE ENGINEER 1st (GONG.) 125 PSF SUPPORT BARS FOR HIGH CHAIRS N0. 5 6. PROVIDE DOUBLE MEMBERS AROUND OPENINGS MORE THAN 16" WIDE. MECHANICAL DRAWINGS AND COORDINATE THE WORK AMONG THE VARIOUS TRADES. FOR APPROVAL. CONSTRUCTION JOINTS SHALL BE LOCATED SO AS TO PROVIDE A 60'-0" 6. ALL CONTINUOUS REINFORCEMENT SHALL HAVE A MINIMUM LAP AS REQUIRED FOR A CLASS B 7. PROVIDE A MINIMUM OF TWO DRESSED MEMBERS UNDER ALL PARALLEL PARTITIONS. 2. LIVE LOADS 7. ALTERNATE CONNECTION DETAILS MAY BE APPROVED IF SUCH DETAILS ARE SUBMITTED TO THE MAXIMUM HORIZONTAL LENGTH OF CONCRETE PLACEMENT IN ANY DIRECTION. SPLICE (AC1 318-95, SECTION 12.15.1) UNLESS NOTED OTHERWISE. 8. PROVIDE NAILERS OR LEDGERS WHERE REQUIRED; FASTEN SECURELY. ENGINEER FOR REVIEW, HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTABILITY. 7. UNLESS OTHERWISE SHOWN ON DRAWINGS, SLABS ON GRADE SHALL BE CAST IN ALTERNATING 7. ALL LAPS IN W.W.F. SHALL BE ONE MESH PLUS TWO INCHES AT SPLICES. 9. LAP AND SPIKE ENDS OF RAFTERS OR JOISTS. ANCHOR ALL FRAMING TO WALLS NOT MORE THAN ROOFS 20 PSF 8. THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR THE SAFETY OF ADJACENT STRIPS, ONE (1) COLUMN BAY WIDE. ADJACENT SECTIONS SHALL BE PLACED NO SOONER THAN 8. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE PROVIDED AS FOLLOWS UNLESS 4'-0" O.C; INCLUDING RAFTERS AND JOISTS PARALLEL TO WALLS. FLOORS 40 PSF STRUCTURES, PROPERTY, HIS WORKMEN, AND THE PUBLIC, AS AFFECTED BY THE CONSTRUCTION THREE DAYS APART. CONTRACTOR MAY PROPOSE A JOINTING METHOD OR PLACEMENT SCHEDULE OTHERWISE SHOWN ON THE DRAWINGS: 10.PROVIDE ALL FRAMING HARDWARE AS REQUIRED TO PROPERLY COMPLETE THE FRAMING. AS AN OF THIS PROJECT. THAT VARIES FROM THE FOREGOING FOR THE ENGINEER'S CONSIDERATION. A. SURFACES CAST AGAINST EARTH. 3 INCHES EXAMPLE: 3. SNOW LOAD (REFER SECTION 1608 OF N.Y.S.B.C.) 8. GROUT UNDER COLUMN BASE PLATES AND UNDER OTHER BEARING PLATES SHALL BE B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER NON-SHRINK, NONMETALLIC GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 3 #6 THROUGH #18 BARS 2 INCHES A. 3/4 DIAMETER BOLTS WITH WASHERS @ 12 O.C. FOR LEDGERS. GROUND SNOW LOAD P = 20 PSF FOUNDATION NOTES: DAYS. #5 BARS AND SMALLER 1 1/2 INCHES B. 1/2" DIAMETER X 12" ANCHOR BOLTS ® 4'-0" O.C. FOR SILL PLATES. FLAT ROOF SNOW LOAD f = 1. THE FOUNDATION DESIGN IS BASED ON BORING AND GEOTECHNICAL REPORTS PERFORMED BY 9. PIPES OR CONDUITS PLACED IN SLABS ON GRADE SHALL NOT BE PLACED CLOSER THAN 3 / / Pf 1. PSF C. FORMED SURFACES NOT EXPOSED TO EARTH OR C. 1" X �" STRAP ANCHORS TO STEEL BEAMS. SNOW EXPOSURE FACTOR Ce = 1.0 XXXXXXXXXXXXXXXX DATED XXXXXXXXXXX XX, 20XX. DIAMETERS ON CENTERS AND SHALL HAVE AN OUTSIDE DIAMETER LESS THAN 1/3 OF THE SLAB WEATHER SLABS, WALLS. 3/4" INCHES SNOW LOAD IMPORTANCE FACTOR = 1.0 2. ALL. STRUCTURES SHALL BE CARRIED DOWN TO SOIL HAVING A MINIMUM BEARING CAPACITY OF THICKNESS AND BE POSITIONED SO THAT THEY DO NOT INTERFERE WITH SLAB REINFORCEMENT. BEAMS, COLUMNS 1 1/2 INCHES 11.PROVIDE COMPRESSIBLE SILL SEALER GASKETS AT' ALL PLATES INSTALLED ON MASONRY OR THERMAL FACTOR = 1.0 / 2.0 TONS PER SQUARE FOOT. ELEVATIONS GIVEN ARE NOT TO BE CONSTRUED AS LIMITING IN 10.ALL KEYS SHALL BE 2" X 4" (NOMINAL) UNLESS OTHERWISE SHOWN ON THE DRAWINGS. D. SLABS ON GRADE CONCRETE WALLS. SNOW BANKING CONSIDERED WHERE APPLICABLE 4 ANY WAY THE DEPTH OF EXCAVATION INQUIRED TO REACH GOOD BEARING. 11.CONCRETE CAST ON SLOPED SURFACES SHALL BEGIN AT THE LOWEST ELEVATION AND CONTINUE 3. COMPACT FILL TO 95% OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT AS MONOLITHICALLY TOWARD THE HIGHER ELEVATIONS UNTIL THE INTENDED POUR IS COMPLETED. (FROM TDP OF SLAB) 1 1/2 INCHES 12.ALL PLYWOOD SHEATHING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE APPLICABLE 4 DETERMINED BY THE MODIFIED PROCTOR IN ACCORDANCE WITH (ASTM D-1557 OR D-2922) FOR 12.NO CONCRETE SHALL BE CAST BEFORE REVIEW AND APPROVAL OF THE REINFORCING AND MAXIMUM DEVIATION FROM THESE REQUIREMENTS SHALL BE f INCH FOR SECTIONS 10 INCHES BUILDING CONSTRUCTION CODES, THE RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOC. 4. WIND LOAD (REFER SECTION 1609 OF N.Y.S.B.C.) EACH 2O00 SQUARE FEET OF EACH LAYER. LOCATION OF TESTS RANDOMLY SELECTED BY EMBEDDED ITEMS HAVE BEEN OBTAINED FROM THE ARCHITECT, OR HIS DESIGNATED THICK OR LESS; AND f % INCH FOR SECTIONS OVER 10 INCHES THICK. SEE ACI 318-89, AND THE BEST GENERALLY ACCEPTED STANDARDS. END JOINTS SHALL BE LOCATED OVER TESTING AGENCY. REPRESENTATIVE. SECTION 7.7.1 FOR CONDITIONS NOT LISTED. STRUCTURAL MEMBERS. BASIC WIND SPEED - ULT. 130 MPH 9. ALL HOOKS SHOWN ON DRAWINGS SHALL BE STANDARD HOOKS UNLESS NOTED OTHERWISE. 13.THE FRAMING LAYOUTS ARE INTENDED TO BE DIAGRAMMATIC AND MAY BE MODIFIED BY THE - ALLOW 101 MPH 4. EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN TO A MINIMUM OF 3'-6" BELOW FINISHED 13.ALL EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE CHAMFERED 3/4" UNLESS SHOWN 10.WHERE CONTINUOUS BARS ARE CALLED FOR, THEY SHALL RUN CONTINUOUSLY AROUND CORNERS CONTRACTOR WITH RESPECT TO ARRANGEMENT OF,THE FRAMING MEMBERS PROVIDED THAT THE OCCUPANCY CATEGORY II EXTERIOR GRADE. OTHERWISE ON THE DRAWINGS. AND BE LAPPED AT NECESSARY SPLICES, OR HOOKED AT DISCONTINUOUS ENDS. LAP LENGTHS PERFORMANCE CRITERIA ESTABLISHED IN THE DRAWINGS AND SPECIFICATIONS AND THE VARIOUS EXPOSURE CATEGORY D 5. AL FOUNDATIONS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. 14.CONCRETE MUST REACH THE FOLLOWING PERCENTAGES OF ITS 28-DAY COMPRESSIVE STRENGTH SHALL BE AS GIVEN IN THE SPLICE AND DEVELOPMENT TABLE. LAP BEAM TOP BARS AT HEIGHTS AND CLEARANCES SHOWN ON THE DRAWINGS ARE MAINTAINED. IMPORTANCE FACTOR 1.00 6. ALL. FOOTING EXCAVATIONS ARE TO BE FINISHED IL HAND. (F'C) BEFORE FORMS OR SHORES MAY BE REMOVED: 14.WFI PREFABRICATED WOOD JOIST AND LVL BEAMS SHALL BE AS MANUFACTURED BY GEORGIA INTERNAL PRESSURE COEFFICIENT 0.18 7. UNLESS OTHERWISE NOTED, ALL FOOTINGS AND PILASTERS SHALL BE CENTERED UNDER WALLS AND BEAM SIDES 20% MID-SPAN AND BEAM BOTTOM BARS AT SUPPORTS, UNLESS OTHERWISE NOTED. PACIFIC COMPANY, WEYERHAEUSER, OR APPROVED EQUAL. CONTRACTOR SHALL INSPECT SUPPORTED MEMBERS. 11.PROVIDE ADDITIONAL REINFORCING AT THE SIDES AND CORNERS OF ALL OPENINGS IN CONCRETE PRODUCTS UPON ARRIVAL AT JOB SITE AND REJECT ANY MATERIAL WHICH IS WARPED WET OR 5. SEISMIC LOAD REFERS CHAPTER 11-12 OF ASCE SEI 7-05 15.REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE FINISHES. WHERE FINISH IS NOT SPECIFIED, IN ACCORDANCE WITH THE TYPICAL DETAILS. MINIMUM ADDITIONAL REINFORCING SHALL BE AS � ( / ) 8. WHERE FOUNDATION ELEMENTS ARE TO HAVE FILL ON BOTH SIDES, EACH SIDE SHALL BE FILLED CONFORM TO REQUIREMENTS OF ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR FOLLOWS: OTHERWISE DEFECTIVE. SIMULTANEOUSLY, MAINTAINING A COMMON ELEVATION. BUILDINGS." 15.FASTENERS FOR ALL TREATED LUMBER ARE TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. SEISMIC SITE CLASS: D 9. COORDINATE UNDER FLOOR DRAIN REQUIREMENTS WITH ARCHITECTURAL AND MECHANICAL 16.SEE ARCHITECTURAL DRAWINGS FOR DOOR AND WINDOW OPENINGS, DRIPS, WASHES, REGLETS, 2 - #5 TOP AND BOTTOM IN SLABS 16.WFI JOISTS SHALL BE KEPT DRY THROUGH DURATION OF CONSTRUCTION. SEISMIC USE GROUP 1 DRAWINGS AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. CONCRETE FINISHES MASONRY ANCHORS AND FOR MISCELLANEOUS EMBEDDED PLATES BOLTS 2 - #5 EACH FACE IN WALLS 17.LVL FLOOR BEAMS SHALL BE 2.0E GP LAM LVL WITH THE FOLLOWING ALLOWABLE DESIGN STRESS Ss: 0.186 g 10.CONTRACTOR SHALL PROVIDE CONTINUOUS CONTROL OF SURFACE AND UNDERGROUND WATER AS x-2 5 V-O" LONG DIAGONALLY EACH CORNER OF OPENING REQUIRED DURING CONSTRUCTION SUCH THAT THE WORK IS DONE IN A DRY CONDITION. ANCHORS, ANGLES, ETC. # STANDARDS: S: 0.1 g EXTEND BARS A MINIMUM OF 2'-0" BEYOND OPENING PROVIDE HOOK WHERE EXTENSION IS NOT SDS: = 0.18686 g HOWEVER, THE CONTRACTOR SHALL INSURE THAT GROUND WATER LEVELS UNDER ADJACENT POSSIBLE. A. MODULUS OF ELASTICITY E = 2.0 x 10 PSI SD1: = 0.175 g STRUCTURES ARE NOT LOWERED BY CONSTRUCTION TECHNIQUES. B. SHEAR MODULUS OF ELASTICITY G = 125,000 PSI SEISMIC DESIGN CATEGORY: B 11.BUILDING WALLS RETAINING EARTH RELY ON THE COMPLETED FLOOR SLABS FOR LATERAL 9 C. FLEXURAL STRESS (JOIST) F = 2, 00 PS1 SUPPORT. IF REQUIRED BY THE CONSTRUCTION SEQUENCE, THE CONTRACTOR SHALL TEMPORARILY STEEL NOTES: D. HORIZONTAL SHEAR (JOIST) F = 2 PSI BRACE ALL BUILDING WALLS AGAINST WHICH BACK FILL IS TO BE PLACED UNTIL ALL FLOOR 1. STRUCTURAL STEEL DESIGN CONFORMS TO "SPECIFICATION FOR DESIGN E. COMPRESSION PERPENDICULAR TO GRAIN JOIST F = 750 PSI SLABS SUPPORTING THE WALLS ARE IN PLACE AND HAVE ATTAINED AT LEAST 75% OF THEIR (JOIST) SPECIFIED DESIGN STRENGTH. DESIGN OF TEMPORARY BRACES SHALL BE BY A REGISTERED FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" (AISC, LATEST F. COMPRESSION PARALLEL TO GRAIN F = 2750 PSI 3 PROFESSIONAL STRUCTURAL ENGINEER LICENSED BY THE STATE OF NEW YORK. - EDITION). 3 12.111 NO CASE SHALL BULLDOZERS OR OTHER HEAVY EQUIPMENT BE PERMITTED CLOSER THAN 8 2. STRUCTURAL STEEL ROLLED SHAPES, PLATES, AND BARS SHALL CONFORM TO THE 18.MULTIPLE LVL MEMBERS SHALL BE FASTENED TOGETHER AS FOLLOWS: FEET FROM ANY FOUNDATION WALL. IF IT IS NECESSARY TO OPERATE SUCH EQUIPMENT CLOSER FOLLOWING ASTM DESIGNATIONS: THAN 8 FEET TO THE WALL, THE CONTRACTOR SHALL BE THE SOLE RESPONSIBLE PARTY AND AT ASTM A-36 PLATES, AND ANGLES UNLESS NOTED OTHERWISE 9 1/2" AND 11 7/8" MEMBERS - 2 ROWS OF 16d NAILS ® 12" O.C. HIS OWN EXPENSE SHALL PROVIDE ADEQUATE SUPPORTS OR BRACE THE WALL TO WITHSTAND ASTM A-500, GRADE B STEEL TUBES STAGGERED TOP AND BOTTOM. THE ADDITIONAL LOADS SUPERIMPOSED FROM SUCH EQUIPMENT. ASTM A-53, GRADE B STEEL PIPE 14", 16" AND 18" MEMBERS - 3 ROWS OF 16d NAILS @ 12" O.C. 13.THE MAXIMUM SLOPE BETWEEN THE BOTTOMS OF TWO ADJACENT FOOTINGS BEARING ON ASTM A-325, TYPE X ALL BOLTS FOR CONNECTING STRUCTURAL MEMBERS STAGGERED TOP AND BOTTOM. COMPETENT SOIL SHALL NOT EXCEED 2 HORIZONTAL TO 1 VERTICAL. ASTM F-1554, GRADE 50, ALL ANCHOR BOLTS, UNLESS NOTED OTHERWISE. 14.FURNISH AND PLACE ALL SUPPORTS, TEMPORARY AND PERMANENT, WHETHER SHORING, BRACING, PAINT: VOC COMPLIANT HEAVY DUTY CORROSION AND WEATHER RESISTANT PRIMER; 19.WOOD STUD BEARING WALLS NOT FACED WITH PLYWOOD SHALL BE BRACED WITH SOLID BLOCKING NEEDLING, UNDERPINNING, OR SHEET PILING, NECESSARY TO BRACE EXCAVATIONS. FERROX 90 GRAY PRIMER AS MANUFACTURED BY CON-LUX COATINGS, INC. AT INTERVALS NOT EXCEEDING 0.4 TIMES THE LENGTH OF THE STUD FOR 2x4 STUDS AND 0.25 3. ALL COLUMN CAP PLATES SHALL BE 3/4" PLATES U.N.O. TIMES THE LENGTH OF THE STUD FOR 2x6 STUDS. 4. WELDING SHALL CONFORM TO "STRUCTURAL WELDING CODE - STEEL" (AWS D1.1) 20.ALL ROOF RAFTERS SHALL BE SECURED TO BEARING POINTS SIMPSON H2 CONNECTOR PER LATEST EDITION. RAFTER. 5. ALL SHOP AND FIELD WELDS SHALL BE MADE BY CERTIFIED WELDERS, AND SHALL 21.ALL HEADERS AND WOOD BEAMS ARE TO BEAR ON A MINIMUM OF (2) 2x6 MEMBERS. CONFORM TO AWS D1.1 UNLESS NOTED OTHERWISE. ALL WELDS SHALL DEVELOP THE FULL 22.STAGGER JOINTS IN DOUBLE PLATES BY 2'-0" MINIMUM. STRENGTH OF THE MEMBERS OR COMPONENTS BEING CONNECTED UNLESS NOTED 23.CONNECTIONS & FASTENERS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. MINIMUM OTHERWISE. FASTENERS SHALL BE PER TABLE 2304.10.1. 6. ELECTRODES FOR ALL FIELD AND SHOP WELDING SHALL CONFORM TO AWS E-70 SERIES. 7. ALL WELDING SHALL BE INSPECTED IN THE FIELD BY QUALIFIED WELDING INSPECTORS. 8. FIELD CONNECTIONS SHALL BE MADE BY BOLTING WITH 3/4" DIAMETER A325 HIGH STRENGTH BOLTS, MINIMUM, UNLESS OTHERWISE NOTED. BOLTS SHALL BE FULLY TORQUED. 9. ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE AISC. 10.DETAILING, FABRICATION OF STRUCTURAL STEEL SHALL BE PERFORMED TO CONFORM TO 2 THE OSHA REQUIREMENTS FOR THE ERECTION OF STRUCTURAL STEEL. 11.BOLTED CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS PER LEG. o ISSUED FOR CONSTRUCTION PH WM BG 06/27/23 2 12.FLAME CUTTING OF STRUCTURAL STEEL ON SITE IS NOT PERMITTED, EXCEPT WITH SPECIFIC WRITTEN APPROVAL BY THE STRUCTURAL ENGINEER. C FOR REVIEW AND COMMENT PH WM BG 06/16/23 13.THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING TO MAINTAIN STRUCTURAL STEEL IN PROPER POSITION UNTIL PERMANENTLY SECURED. REMOVE TEMPORARY BRACING B FOR REVIEW AND COMMENT PH WM BG 06/05/23 AND THEIR CONNECTIONS ONLY AFTER ERECTION OF PERMANENT LATERAL BRACING IS COMPLETE. A FOR REVIEW AND COMMENT PH WM BG 10/14/22 14.ALL STRUCTURAL STEEL SHALL BE PAINTED WITH ONE SHOP COAT EXCEPT WITHIN 2" OF FIELD WELD (UNLESS PAINT IS NOT DETRIMENTAL TO QUALITY OF WELD AND WILL NOT REVISION DESCRIPTION: DRAWN I CHECKED JAPPROVEDI DATE CAUSE NOXIOUS FUMES) 15.ALL STRUCTURAL STEEL TO BE SHOP PAINTED SHALL (E CLEANED IN ACCORDANCE WITH ! BRUCE GOLDMAN , �� rnTHE STEEL STRUCTURES PAINTING COUNCIL SP-2-63 HAND CLEANING TO REMOVE ALL LOOSE MILL SCALE, LOOSE RUST, WELD SLAG, FLUX DEPOSITS, WELD SPLATTER, DIRT OR OTHER FOREIG14 MATERIAL. MILL SCALE IN UNBROKEN BUBBLE FORM SHALL BE BROKEN 15 LOWELL DRIVE AND REMOVED. ALL WELDS AND SHARP PROJECTIONS SHALL BE GROUND SMOOTH. OIL AND GREASE SHALL BE REMOVED BY SOLVENT. WAYNE, NJ 16.AFTER ERECTION, ALL DAMAGED AREAS IN THE SHOP COAT, EXPOSED SURFACES OF BOLTS, BOLT HEADS, NUTS AND WASHERS AND ALL FIELD WELDS SHALL BE CLEANED TO SAME PROJECT: STANDARDS AS SHOP COAT. DO NOT ALTER ANY DOCUMENT THAT BEARS THE NOTIAS HOUSE SEAL OF A PROFESSIONAL ENGINEER, UNLESS 450 PARADISE POINT ROAD THE PERSON IS ACTING UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER S O U T H H O L D NAME: B.GOLDMAN LIC.#: 062780 , NY 1 DRAWING LIST: DATE: 06/27/23 REV: O TITLE: N-100 NOTES Q FOUNDATION PLAN FO-10� FIRST FLOORS B PLAN O NOTES rn FO-200 FOUNDA11ON DETAILS SHEET 1 OF 2 su FO-201 FOUNDATION DETAILS SHEET 2 OF 2 �� ` _ ua DRAWN BY: P.H.ICHECKED BY: W.M. APPROVED BY: B.G. DATE: 09/09/22 S-100 SECOND FLOOR FRAMING PLAN PROJECT NUMBER: DRAWING NUMBER: REVISION: I S-101 ROOF FRAMING PLAN N S-200 STEEL DETAILS '} 23012 N-1 00 0 N S-201 WOOD DETAILS SHEET 1 OF 2 OB N S-202 WOOD DETAILS SHEET 2 OF 2 RO �$S�C� SCALE: SHEET: SIZE:24"x36" NONE 1 OF 10 1 D A B C D E F G 7 S-100.dwg A B C D E F G N 5 5 r.-- - ---- -- --+--- ----- - - - - -- - -- - - - -� I I— I III UP i II I L--- -- ------ -- -- ---- -- -- - ------ -- - � I I I i I 1 i I I j l I I NOTES 1. SLAB ON GRADE TO BE 4" CONCRETE WITH WWF 6x6—WW / W2.1 xW2.1 CL I I I 2. EXTEND ALL FOOTINGS 3' 4 -6" BELOW ADJACENT GRADE 4 I -_ ' I ( :; I I CONC. SLAB 3. WALL FOOTING TO BE 2'-2" WIDE U.O.N. 4 I ON G E CONC. , I 10" CONC. I $TAIR$ I I s' I I WALL (TYP.) (2) #4x4'—O" LG. (TYP.) RETAINING WALL I- - - ------- I ` I-- - - - - -- -- --� L-- Lr— - ------ ——— — - --- ---------- - - - - I I III�_I I. I --- - ------ --- j L_ II ►11 �1111` I -= FOOTING SCHEDULE I I_III Ti- MARK SIZE MARK REINFORCING NOTES r - -- -- L_ � �►11►_►►�1TIIII F4.0 4'-0" x 4' 0" 12" (5) #5 E.W. III-I 3'-0" FOOTING II-11 I F5.0 5'-0" x 5'-0" 12" (6) #5 E.W. l I J (TYP.) III III=11 F5.0 11=11 I COLUMN SCHEDULE 3 l I I 3. . IIIIIIII COLUMN SIZE VERT. REINF. TIES NOTES 3 I 11 ITI I I -11 i t l 11 l l l l l I I I I I 111 I I; I Cl 24"x10" (8) #5 (2) #3 @8" l 11=III=III �•- I L= DROP FTG. 4" CONC. SLAB ( I II I II I r I,I�I—III ON GRADE I I I—I I C2 12 (4) #5 #3 ®8 - - --� I ;II III-1=11111111'I: I I I II ill I, F -I @ C3 24"x10" I (8) #5 2 #3 ®8 " L _ J I _.I I IIII II 1 = I I I 1111- I C4 12 x10 (4) #5 #3 @8 I ——————— I I - - -- -- -- — "—II I C5 12"x10 (4) #5 #3 @8" f5.0 F4.0 2—2 I ': POOL I I II I I 8" EPRESSED SLAB (YP•) II I III SAWCUT (TYP.) i I ICI I . I I A 3'-0" (TYP.) I I STEP 2 I ------ - - - -- - - - - -- - -- — - - -- -_ FOOTING �— --� — — J i I III I I' 0 ISSUED FOR CONSTRUCTION PH WM BG 06/27/23 2 STEP FOOTING-1 (MIN.) II l C FOR REVIEW AND COMMENT PH WM BG 06/16/23 7 —0 (MIN.) ® RET. 4 CONC. SLAB B FOR REVIEW AND COMMENT PH WM BG 06/05/23 C4 �I�I I WALL (TYP.) ON GRADE . i A FOR REVIEW AND COMMENT PH WM BG 10/14/22 RETAINING WALL A L- ---"--- ---- _—_ illlll REVISION I DESCRIPTION: DRAWN CHECKED JAPPROVED DATE - I II-III-ITI-III-III-III-II1=1I1=1I1=1I1=1II- I- II I :� I. . �11 _ �_ - II�T� 1 � � I�I' - I BRUCE GOLDMAN, PE PC FOUNDATION PLAN `� --- ----_-___��'"���'—I -�=1- I I -- I 15 LOWELL DRIVE SCALE: 1/8" = 1'-0" __ J WAYN E, NJ PROJECT: DO NOT ALTER ANY DOCUMENT THAT BEARS THE N OT IAS HOUSE SEAL OF A PROFESSIONAL ENGINEER, UNLESS 450 PARADISE POINT ROAD THE PERSON IS ACTING UNDER THE DIRECTION OF A PROFESSIONAL. ENGINEER NAME: B.GOLDMAN LIC.#: 062780 SOUTHHOLD, NY DATE: 06/27/23 REV: 0 TITLE: ,) FOUNDATION PLAN Q 1� u� DRAWN BY: P.H. CHECKED BY: W.M. APPROVED BY: B.G. DATE: 09/09/22 1 PROJECT NUMBER: DRAWING NUMBER: REVISION: 2301FO-1 00 2 fi 06Es�\a SCALE: SHEET: SIZE:24"x36" 1/8 = 1'-0" 2 OF 10 D A B C D E F G S-100.dwg C A B c E F G N 5 'I 5 f' SLAB ON GRADE I CONC. STAIRS I DOWN I I � r - - I- - - - - - - - -� �- - - - - - - - - - - -� - - - - - - - - - - - - - l I I I it II I i I I i I " I I I ' I I #4 ®9 TOP LEGENDI I 1 1 #4 ®9"— I I ■T - INDICATES WOOD POST UP 4 SLAB ON GRADE ( I TYP. I I I ®T - INDICATES PIPE POST UP Nz tJ I I I I t o ��#4 �9" ( ) L36 II I 1 4 " I f III �24 I I CORNER BARS TYP. TOPC�9 #4 @9", 6'-0" LG. I I #4 ®9" I I I (TYP.) I I ► MID) - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - -� I EXTEND SLAB OVER II I 2'5 FOUNDATION - I I Z o (DROP FDN. 8") cr T Ir—%=:d kLi I 36 L - I I I -124 t - - - - - I #4 ®9 I I I PERIMETER t I- - - - i I BEAM SCHEDULE I I i I I I m o T I I I I MARK WIDTH HEIGHT LONG REINF. TIES w j m o N I i T SLAB ON GRADE I m ine I N d T I TOP 6'E.W.' LG. `U) o BARS I I B1 12" 8" (3) #5 T&B #4 @10" I II i 3 i I i #4 ®9" 1 I L _ _ i � I T&B I I L - - - J S I (2)(2) ##4 4 I WALLS TO BE 10" POURED I CONCRETE U.O.N. 1 � T I (8) #4 @6'-0" LG. I I TOP BARS E.W. I I Tf ► J I '' I #4 ®9" (TYP.) (2) #4 T&Bx4'-O" LG. i I ADD'L CORNER BARS (TYP.) i 1 f f I I 36 #4 ®9" (TYP.) I -124 #4 @9" (TYP.)� I I I I I i I 3'-0" I I I I #4 @9" I I I I I 2 T B1 1 0 ISSUED FOR CONSTRUCTION PH WM BG 06127/2 2 �- - - - - B1 T B1 3 - - L - - - T f I I I I I C FOR REVIEW AND COMMENT PH WM BG 06/16/23 f I I I B FOR REVIEW AND COMMENT PH WM BG 06/05/23 I I I f I A FOR REVIEW AND COMMENT PH WM BG 10/14/22 I i I CONC. STAIR REVISION DESCRIPTION: DRAWN CHECKED APPROVED DATE S - - - - - - - - - - - - - � DOWN BRUCE GOLDMAN, PE PC FIRST FLOOR SLAB PLAN 15 LowELL DRIVE SCALE: 1/8" ' "= 1 -O NOTES:1. SLAB 8" CONCRETE WITH #4 @9" BOTTOM E.W. AND WAYNE, NJ ADDITIONAL TOP BARS AS NOTED. PROJECT: 2. PROVIDE CORNER BARS ® EACH CORNER. N OTIAS HOUSE SE NOT ALTER ANY DOCUMENT THAT BEARS THE 450 PARADISE POINT ROAD 3. PROVIDE ADDITIONAL (2) #4 T&B AT OP NGS. � SEAL OF ON�AC�fINc�UNOERI�E'D DIRECTION 4. WALLS TO BE 10" POURED CONCRETE U.O.N. OF A PROFESSIONAL ENGINEER NAME: B.GOLDMAN LIC.#: 062780 SOUTHHOLD, NY DATE: 06/27/23 REV: 0 TITLE: 1 CL FIRST FLOOR SLAB PLAN S L�� N �� � u� DRAWN BY: P.H ICHECKED BY: W.M.I APPROVED BY: B.G. DATE: 09/09/22 r— ;4 PROJECT NUMBER: DRAWING NUMBER: REVISION: CD NMi 23012 FO-1 01 0 '� �� `' N E SCALE: SHEET: SIZE:24"x36" 1/8 = V-0" 3 OF 10 D A B G p E F G S-100.dwg i A g c p E F G (2) #4 EA. SIDE FOR REINF. SEE FIRST FOR REINF. SEE FLOOR PLAN 4''-0" LG. ® FIRST FLOOR PLAN -�EL. FIRST FLOOR MID. THICKNESS T.O�FIRST FLOOR ' «• 14'-0" — _ < . ° VARIES 3" (TYP.) r,, E�' L. 14'-0" --�-°-�- J94. or oe •e 3" (TYP.) 5 STAGGERED E.F. 3/4" CHAMFER (TYP.) — T.O. WALL #5 @12" E.F. EL. XX' XX" VERT. GRAD 5 2" CLR. a GRADE : a$ ' EL 10' 0" (TYP) /\�/ COLUMN .\ /\ d• °e BEYOND ° 3" CLR. 10" THK. WALL BASEMENT WALL " CL: (nP) (TYP.) <. #4 ®10 HORIZ. #4 @14" HORIZ. STAGGERED E.F. #5 @10" VERT. SLOPE (2) #4 TOP & ^ RETAINING WALL °_ • . WWF 6x6—W4.OxW4 1/8.12 BOTT. ALL SIDES WATERPROOFING z .0 MEMBRANE (TYP.) • zr---x 1/2" THK. BITUMINOUS EXPANSION z JOINT TYP ALL AROUND) � 1 #5 @12" E.F. •� #4 NOSING BAR (M.) • ' *' o VERT. ° ° o SLAB/WALL OPENING REINF. DETAIL 4" THK. CONC. ND 1 2 THK. BITUMINOUS EXPANSIONo o SCALE: 3/4" = 1'—O" SLAB ON GRADE BASEMENT SLAB / JOINT (TYP. ALL AROUND ° ..• %°�� � o � o � < ; � T.O. BASEMENT ) � NOTE.: " Y E�3'=1" • �--X M M • 4" THK. CONC. �° • PROPOSED GRADE ' 1. HOOK ALL TOP BARS INTERRUPTED BY OPENING. T.O. BASEMENT 8 WATERSTOP - T.O. CONCRETE SLAB ON GRADE X o 0 2. ONE HALF OF REINFORCING BARS INTERRUPTED BY OPENING SHALL BE PROVIDED EY L. 3 —1 a -� a M M (TYP.) E 2,-5" — — " q EACH SIDE OF OPENING (SAME NUMBER & SIZE) MIN. (1) #5 TOP & BOTTOM. ° L I < 3/4 CRUSHED STONE o^ EQ. 8 EQ. 8„ 3. SLAB REINFORCING MAY BE SPREAD TO MISS OPENING BUT SPACING BETWEEN o 'e a a WATERPROOFING z SLAB REINFORCING BARS SHALL NOT EXCEED 3 TIMES SLAB THICKNESS OR 18". I ° (4) #5 MEMBRANE p: " M SEE TYPICAL WALL FOR REINF. 4 3" -i °• X 2x4 CONT. KEYWAY 4. DEVELOPMENT LENGTH Ld & Ldh TO BE DETERMINED IN ACCORDANCE WITH THE z e a MIN. �' REQUIREMENT OF ACI 318, CHAPTER 12. SEE PLAN � v ( ) #5 ®10" • z ° 5. DO NOT CONSTRUCT OPENING THROUGH FLAT SLAB IN AREAS COMMON TO (2) _ COLUMN STRIPS UNLESS OPENINGS ARE DIMENSIONED AND SPECIFICALLY DETAILED ;,, ° ° • ° ° TYPICAL WALL SECTION (2) #4 " ON FRAMING PLANS. ° 1 —4 SUBMIT �' • . ° #4 @ 12" (ALT. HOOK) 6 40 PLANS. SIZE & LOCATION OF ALL PROPOSED OPENINGS NOT SHOWN ON FRAMING SCALE: 1/2" — 1'-0" B.O..O_FOOTING _ e . (4) #5 ° " EL. —1 —5 SEE PLAN 5'-6" 10" 8" 7'-0" (MIN.) TYPICAL CONCRETE STAIR SECTION SECTION A-A SCALE: 1/2" = 1'-0" SECTION AT RETAINING WALL NOTE: FOR DIMENSIONS SEE ARCH. DWG'S SCALE: 1/2" = 1'-0" CL. COLUMN & FTG. FOR COL. SIZE & REINF. SEE DWG. FO-100 ° SEE TYP. WALL SECTION � 3 FOR REINF. DOWELS TO MATCH �a. o COL. REINF. 10" PER MANUFACTURER'S DWG'S 3 co ° I 1/2" CONT. PRE—MOLDED T.O. BASEMENT 4" CONC. SLAB ° ' • BITUMINOUS, ISOLATION JOINT WATERPROOFING 200 EL. 2'-8" ON GRADE a (TYP ALL AROUND) MEMBRANE 4" THK. " X�-X_ -XX��'X °X X a ° a " V oO ` 2 4 TYP. a r • �° ° e #5 ®12" " 4 CONC. WWF 6x6/W2.1 xW2.1 8 THK. REINF. PER PLAN ° A ° S ° ° "(TYIP" a ° 1'-0" THK. CRUSHED STDNE X X X-.) ° 2 —6 TYP), 3'-0" ° X X X X-H W ° ° ° °6 (3/4" SIZE) ° a° o 0 0 N • ° • ° • ° • .• a • \ SEE DWG. REINF. SEE PLAN BASEMENT TO 1ST FLOOR COMPACTED TYPICAL SLAB VAPOR BARRIER FOR RIEINF. SUB GRADE TYPICAL COLUMN FOOTING DETAIL EXTERIOR WALL SECTION ON GRADE DE TAIL SCALE: 3/4" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 3/4" NOTE: FOR REMAINDER OF INFORMATION SEE COLUMN SCHEDULE & TYPICAL DETAIL 2 0 ISSUED FOR CONSTRUCTION PH WM BG 06/27/23 2 MINIMUM SPLICE LENGTH SCHEDULE MINIMUM DEVELOPMENT CATEGORIES UNLESS SHOWN OTHERWISE ON THE DRAWINGS) LENGTH SCHEDULE DECK PAVERS C FOR REVIEW AND COMMENT PH WM BG 06/16/23 CAT. 1 CAT. 2 DECK UNLESS SHOWN OTHERWISE ON THE DRAWINGS) EL. 14-0 B FOR REVIEW AND COMMENT PH WM BG 06/05/23 Fy= 60,000 PSI f'c= 4,000 PSI CLEAR SPACING OF BARS BEING DEVELOPED OR SLAB _ • UNCOATED BARS �-S- ° Fy= 60,000 PSI fc'= 4,000 PSI SPLICED NOT LESS THAN db CLEAR COVER NOT T EL. 13'-4" A FOR REVIEW AND COMMENT PH WM BG 10/14/22 CLASS 'A' TENSION SPLICE = 1.0 Id CLASS 'B' TENSION SPLICE = 1.3 Id UNCOATED BARS LESS THAN db, AND BEAM STIRRUPS OR COLUMN " ���\��\\��\��\\ TIES THROUGHOUT Id NOT LESS THAN THE CODE 4 SLAB ON GRADE ///\\//\\ �. REVISION DESCRIPTION: DRAWN CHECKED APPROVED DATE BAR SIZE CAT. 1 CAT. 2 BAR SIZE CAT. 1 CAT. 2 BAR SIZE CAT. 1 CAT. 2 MINIMUM. \//\/ #4 �10" HORIZ. #3 15" 22" #3 20" 29 " `'\ < A . #3 15 22 "'�\' BRUCE GOLDMAN PE PC #4 19 29" #4 25" 38" #4 19" 2g" pR OTHER CASES. \\ #5 24 36" #5 31" 47" #5 24" 36" , #5 �12" VERT. 15 LOWELL DRIVE CLEAR SPACING OF BARS BEING DEVELOPED OR GRADE GRADE WAYNE, NJ #6 29" 43" #6 38" 56 #6 29" 43 SPLICED NOT LESS THAN 2db AND CLEAR COVER . � #7 41" 62" #7 53" 81" #7 41" 62" NOT LESS THAN db. / // / / / / i EL. 9'-6-6" \\ \\�\\�\\�\\�\\% PROJECT: WATERPROOFING ^ DO NOT ALTER ANY DOCUMENT THAT BEARS THE NOTIAS HOUSE 47" 71" #8 61" 92" #$ 47" 71" I z SEAL OF A PROFESSIONAL ENGINEER, UNLESS MEMBRANE 450 PARADISE POINT ROAD g THE PERSON IS ACTING UNDER THE DIRECTION 9 53" 80" #9 69" 104" #9 53" 80" 2._6" 10 g" OF A PROFESSIONAL ENGINEER 1 #10 59" 89" #10 77" 116" #10 59" 89" a NAME: B.GOLDMAN LIC.#: 062780 SOUTHHOLD, NY DATE: 06/27/23 REV: O TITLE: #11 65" 98" #11 85" 127" #11 65" 98" M � e #5 ®12" TOP E.W. NOTES a (2) #5 �v FOUNDATION PLAN �— 4'—°" G�4D'g, � SHEET 1 OF 2 . � 1. SPLICE LENGTH & MINIMUM DEVELOPMENT LENGTH IS BASED ON ACI 318 LATEST EDITION. � � � � 2. AVOID SPLICES IN REGIONS OF MAXIMUM MOMENT. IF THIS IS NOT POSSIBLE STAGGER SPLICES SO THAT �-- ,,� DRAWN BY: P.H. CHECKED BY: W.M. APPROVED BY: B.G. DATE: 09/09/22 I NOT MORE THAN 50% OF THE BARS ARE SPLICE WITHIN A REQUIRED SPLICE LENGTH OTHERWISE z PROJECT NUMBER: DRAWING NUMBER: REVISION: TYPICAL ` `� 0 INCREASE SPLICE LENGTH BY 30%HORIZONTAL CAL PERIMETER WALL SECTION N 3. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST IN THE 23012 Q FO-200 0 SCALE: 1/2" = 1'-0" `� p�, �� tiaQ EMBER BELOW THE REINFORCEMENT. WALL REINFORCEMENT IS CLASSIFIED AS BOTTOM BARS. 4�fi g��' SCALE: SHEET: RO Ems. SIZE.24 x36 N 4. FOR LIGHTWEIGHT AGGREGATE MULTIPLY THE VALUES ABOVE BY 1.3. A g p AS NOTED 4 OF 10 D E F G S-100.dwg A g c p E F G 1'-o"o 2'-0" 1'-0" a 9 ® ® a o a a o VERT. REINF. 4 a 0 VERT. REINF. a ° VERT. REINF. a TIES a TIES TIES — Cl & C3 C4 & C5 C2 BEAM DETAIL COLUMN DETAIL SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-O" NOTE: SEE SCHEDULE ON DWG. FO-100 FOR REINF. 4 4 3 3 2 0 ISSUED FOR CONSTRUCTION PH WM BG 06/27/23 2 C FOR REVIEW AND COMMENT PH WM BG 06/16/23 B FOR REVIEW AND COMMENT PH WM BG 06/05/23 A FOR REVIEW AND COMMENT PH WM BG 10/14/22 REVISION DESCRIPTION: DRAWN CHECKED APPROVED DATE BRUCE GOLDMAN, PE PC 15 LOWELL DRIVE WAYNE, NJ PROJECT: DO NOT ALTER ANY DOCUMENT THAT BEARS THE N OT I AS HOUSE SEAL OF A PROFESSIONAL ENGINEER, UNLESS 450 PARADISE POINT ROAD � THE PERSON IS ACTING UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER .� NAME: B.GOLDMAN LIC.#: 062780 SOUTHHOLD, NY DATE: 06/27/23 REV: O TITLE: 1 FOUNDATION PLAN OL N SHEET 2 OF 2 W DRAWN BY: P.H ICHECKED BY: W.M. APPROVED BY: B.G. DATE: 09/09/22 PROJECT NUMBER: DRAWING NUMBER: REVISION: eq � 23012 FO-201 0 N 06 N fi ROB SCALE: SHEET: SIZE:24"x36" AS NOTED 5 OF 10 D A B C E F 7 G S-100.dwg A B C D E F G N 5 5 CL. WALL CL. BEARING ABOVE .CL WALL WALL ABOVE BELOW CL. WALL RIM BOARD ABOVE T (TYP.) 'I I I I II �P1ZzzzrTT sue- 41 I II J I J LEGEND 14TJ1560 @12" ( I � 1 3/4" x 14" ( � 14TJ1560 @16" ®T _ INDICATES WOOD POST UP 4 I II o LVL �16" O.C. a .1 P1 INDICATES 4 0 SCHEDULE 40 PIPE POST BELOW m El I P2 - INDICATES 5 1/2" x 5 1/2" PARALLAM POST BELOW 4 I v i a - BEARING WALL BELOW I I I 14TJ1560 016" ,,, T m I II I m I II I II B14 B12 P21 lP1 B13 B13 Z Z =T IP2 IP2 IP2 I 1P1 Pi Pi I 14TJ1560 016" i P21 J, B16 1 3/4" x 14" LVL 1 EDGE OF OP'NG I I I I N I m m 1 3/4"x14" 1 3/4"x91/4" BEAM SCHEDULE I LVL @16" LVL ®16" B11 TIP2 1131 I MARK SIZE _ P1 T B16 I B11 m P1 B11 (4) 1 3/4" x 23 1/4" LVL TIP2 3 i I 812 (3) 1 3/4" x 16" LVL 3 I T B16 I 813 (3) 1 3/4" x 14" LVL I UNDER POST ABOVE 1 3/4" x 14" LVL I B14 (2) 1 3/4" x 11 7/8" LVL ® EDGE OF OP'NG I m I m " II B 11 B16 (3) 1 3/4" x 9 1/4" LVL 14TJ1560 ®16 P2.1 i I � I 813 B13 P1l P1l ' P1 - - - � I "(2) 1 3/4" x 114TJ1560 I 14TJ1560 I 14 LVL (� EDGE o @12" � o @16" N Z Z m F- Z M I L Alk m I I m 14TJ1560 0; 2 I @16" I 0 ISSUED FOR CONSTRUCTION PH WM BG 06/27/23 2 I P2 I I I P2 P2 C FOR REVIEW AND COMMENT PH WM BG 06/16/23 B1 IP2 IP2 B FOR REVIEW AND COMMENT PH WM BG 06/05/23 A FOR REVIEW AND COMMENT PH WM BG 10/14/22 REVISION DESCRIPTION: DRAWN I CHECKED IAPPROVEDI DATE BRUCE GOLDMAN , PE PC. SECOND FLOOR SLAB PLAN 15 LOWELL DRIVE SCALE: 1/8" = 1'-0" WAYN E, NJ PROJECT: DO NOT ALTER ANY DOCUMENT THAT BEARS THE N OTIAS HOUSE SEAL THE A PROFESSIONAL ENGINEER, UNLESS PERSON IS ACTING UNDER THE DIRECTION 450 PARADISE POINT ROAD , OF A PROFESSIONAL ENGINEER S O U TH H O LD, NY NAME: B.GOLDMAN LIC.#: 062780 1 DATE: 06/27/23 REV: O TITLE: 1 .�- SECOND FLOOR SLAB PLAN N DRAWN BY: P.H.I CHECKED BY: W.M. APPROVED BY: B.G. DATE: 09/09/22 PROJECT NUMBER: DRAWING NUMBER: REVISION: 23012 S-100 0 N mC SCALE: SHEET: SIZE:24"x36" N ��,� 1/8 = V-0" 6 OF 10 D A 6 C D E F G S-100.dwg A g � � E F G N 5 I I U LEGEND 1 r m N _ J INDICATES WOOD POST DOWN 4 I - BEARING WALL BELOW I N 4 I h I n I r i r rl I � I U i i u m N I 14TJ1560 N 016" 14TJ1560 BEAM SCHEDULE I CANT. 016 n MARK SIZE I m r 1 r B1 3 1/2" xl 14" LVL 3 I r 1 , —BEARING WALL B2 3 1/2" x 11 7/8" LVL 3 I (BELOW) I B3 (3) 1 3/4" x 123 7/8" LVL U r m � n ' r rl m II p 0 ISSUED FOR CONSTRUCTION PH WM BG 06/27/23 2 N � I C FOR REVIEW AND COMMENT PH WM BG 06/16/23 B FOR REVIEW AND COMMENT PH WM BG 06/05/23 A FOR REVIEW AND COMMENT PH WM BG 10/14/22 REVISION DESCRIPTION: DRAWN CHECKED APPROVED DATE BRUCE GOLDMAN, PE PC. ROOF SLAB PLAN SCALE: 1/8" = 1'-0" 15 LOWELL DRIVE WAYNE, NJ I' PROJECT: DO NOT ALTER ANY DOCUMENT THAT BEARS THE N OT IAS HOUSE SEAL OF A PROFESSIONAL ENGINEER, UNLESS 450 PARADISE POINT ROAD THE PERSON IS ACTING UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER NAME: B.GOLDMAN LIC.#: 062780 SOUTHHOLD, NY DATE: 06/27/23 REV: O TITLE: 1 o � �� ROOF SLAB PLAN (03 0 DRAWN BY: P.H. CHECKED BY: W.M. APPROVED BY: B.G. DATE: 09/09/22 I 1 PROJECT NUMBER: DRAWING NUMBER: REVISION: N } O i �� 0� �Q $�., 23012S-101 0 N fi E�S�C`3 SCALE: SHEET: SIZE:24"x36" q B G �'� 1/8 = V-0" 7 OF 10� D ' E F G S-100.dwg A B c E F G CL. I 10" 8" 1" �Ty�p) " 1" 1 1/2" 3 1/2" (TYP.) (TYP.) (nP•) (TYP.) PL.1/2"x8"x0'-6" I'I + M I PL. 1" THK. 5 j�l (TYP.) 5/8"0 EXP. BOLT 5 1 5/8"0 THRU BOLT 1- � LVL BEAM LVL +1 PL.1"x8" 1" CAP/PLATE SADDLE I i I 4"0 PIPE POST " i 1 i PIPE COLUMN BASEPLA TE 40 PIPE POST 1 I SCALE: 3" = 1'-0" I I I III I � I I I I PL.1"x6"x0'-10" I � 1 TYP. :� 1/2" GROUT I I 4 PIPE COLUMN ELEVATION SCALE: 1 1/2" = 1'-O" 4 I 3 3 'I 2 0 ISSUED FOR CONSTRUCTION PH WM BG 06/27/23 2 C FOR REVIEW AND COMMENT PH WM BG 06/16/23 B FOR REVIEW AND COMMENT PH WM BG 06/05/23 A FOR REVIEW AND COMMENT PH WM BG 10/14/22 REVISION DESCRIPTION: DRAWN iCHECKED 1APPROVED1 DATE BRUCE GOLDMAN, PE PC. 15 LOWELL DRIVE WAYN E, NJ PROJECT: DO NOT ALTER ANY DOCUMENT THAT BEARS THE N OT I AS HOUSE SEAL OF A PROFESSIONAL ENGINEER, UNLESS 450 PARADISE POINT ROAD THE PERSON IS ACTING UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER NAME: B.GOLDMAN LIC.#: 062780 SOUTHHOLD, NY DATE: 06/27/23 REV: O TITLE: STEEL DETAILS o aOL ►°►� DRAWN BY: P.H. CHECKED BY: W.M. APPROVED BY: B.G. DATE: C/3 09/09/22 PROJECT NUMBER: DRAWING NUMBER: REVISION: ra 23012 S-200 0 0 N fi R� �5�� SCALE: SHEET: SIZE:24"x36" A B C D E 1/8 = 1'-0" 8 OF 10 D F G S-100.dwg A B C D E F G JOIST DETAILS Plate nail-16d(0.135"x 3Y') Load bearing or braced/shear wall In'round holes may be above(must stack over wall below) cut anywhere in web Plate nail,16d(0.135"x 3;�") Plate nail, 16d(0.135 x 3 Y2') at 12"on-center ® Load bearing or braced/shear wall above Yw at 16"on-center at 16"on-center When sheathing thickness exceeds Y", 2x_stud wall at Floor panel nail- Blocking panel:1X"TJ Rim Board, (must stack over wall below when present) MOMI ® outside of hatched zone if ABLE HOLES - TJI Joists the are located3"awa Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x�")at 6"on-center 1y4'or 1)r2'TimberStrand®LSL or No load bearing Y Y 1y"TJ®Rim Board, 14'or Web stiffener TJI®'oist. wall above Min.distance from Table A Min.distance from Table B horizontally 1Yz'TimberStrand®LSL or required on both Plate nail-16d(0.135"x 3Y") Blocking panel: NZ7 (edge-to-edge)from a sides at A2W ONLY Web stiffeners required on 2(4 minimum Web stiffeners 1Y"TJ®Rim Board, DO NOT larger hole. at 16"on-center* g TJI joist Floor panel nail- Sheathing both sides at A3.4W ONLY squash blocks required each side 1Y"or%"TimberStrand®LSL cut or notch flange. 8d(0.131"x 2YY)at 6"on-center* boundary nails, at B3W ONLY or TJI®joist • , 8d(0.131"x 2Y") 14"or 1 Y" Rim-to-joist Web Stiffeners required at 4"on-center TimberStrand® Ys Web stiffeners s" Lo •• s^ nail each side at A3._W B1 B1 W LSL rim board. � required on both Toe nail- " sides of both joist A3.1/A3.1 W only) thickness exceeds/, x 3' at 6"on-center endsq ends at B4W ONLY 76, d cut L t minimu Dr Ctheela rouged round L 2 x Lat 6 o.131"x 3" at 6 on-c x 3") I&or 1 Y"TimberStrand®LSL. trim sheathing tongue 12 ) cut holes in cantilever exce t knockouts q z z z 6"Toe nail, Toe nail,( ) ( "TJ®Rim Board, When sheathinholes are permitted if minimum No held cut Donor cut ( Y) Web stiffeners required DO NOT (applies to all holes 9 P Perimeter holes In holes larger at 6"on-center at 6"on-center min. ® on both sides at B1 W centerline d is at hatched P ) meets requirements for hatched + 0TJI rim joist at rim boardreinforcement. q than 1/"ln Web stiffener and 62W ONLY round or square holes. zones cantilever 5 3 Toe nail-10d(0.131"x 3") of support required on both Must have 1/""minimum Table A - End Support sides at A1W ONLY at 6"on-center* Install proper blocking to Blocking panels may be required pp 8[9 * 819* joist bearing at ends.Attach 8@98 * support all panel edges 62 g2 Blocking panels may be required with braced/shear 63 63W with braced/shear walls above or B4 B4W Minimum distance from edge of hole to inside face of nearest end support rim joist per A detail. walls above or below-see detail B1 below-see detail B1 JOST TJI• ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installation specifications see Rim Board Details and Installation in A3.1 eA3.2 A3.3 For additional installation specifications see Rim Board A3.4 A3.4* DEPTH z 3' a s' sy 7' ail 11' 13' z' 3" a s' sY4" 7' a;� 11" 13A3WOO Nail through 2x_cantilever,wood backer and Weyerhaeuser Installation Guide for Floor and RoofFraming,TJ-9001. O O O Details and Installation In Weyerhaeuser Installation Guide 1Y"TJ®Rim Board or IIA"or%"TimberStrand'° TJI®'oist web with 2 rows 10d 0.148"x 3" 110 r-a' r-6" r-a' 3'-0" s-o" r-0" r-s' z'-s" 3'$~ a-0" Blocking 1 ( ) 210 1'-0" 1'8" 2-s~ 3'-07' s'-6" 1'-0" 2'-0" 2'-6" 4'_0" 5'-a' for Floor and Roof Flaming,TJ-9001. LSL.Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 9y.• 230 r-6" 2'-0" r-6" 3•-6" 6-6" 1'-0" 2'-0" T-O" 4'-6" 6-0" top and bottom flange.Nail to blocking panel with Use 16d(0.135"x 3Y")nails with 3Y"TJI® 360 r-6" r-o° 3'-o a'-a' s'-o" r-s° r-s 3'-e" s-o" 5'-0" connections equivalent to floor panel schedule. joist flange widths. 560 T-T z'-6" T-6" 5'-0" r-O" 2'-0" T-O" 4'-0" F-6" 6'-0' 6'-0"length of TJI®joist 8"diameter maximum hole for 1178"- 110 r-0" r-o" r- " '-" •-6" L " 1'-6" ^ a'-" 6'-0" 1Ys"TJ'a Rim Board 1Y4'or 1Y"TimberStrand® reinforcement and filler 16"deep blocking panels;6"diameter 210 T-O" r-0" T-O" r-o" 3'-0" T-6" 6'-0" r-o" r-6" 2'-6" 3'-0" 6-0" 6-6" 6'-6" 3 , length of 8"diameter maximum hole for 11%"- block.Use 4'-0"length maximum for blocking panels 9Y2" LSL.Nail with 10d d boot"x 3")nails, Attach reinforcement to joist 1,i1 230 T-O" ,'-6" 2'-0'• 2'-6" 3'-0" 3'-6" 6•-6" T-O" 2'-0" 2'-6" 3'-6" 5'-6" F-8" T-O" %"reinforcement 7 •• ' one each at top and bottom flange. 360 r-6" 2'-0" T-O" 3'-6" 4'-6" 6-0" T-0" T-6" 7-6" 3'-6" 4'-6" 6'-6" 6'-T 7'-Er' 8"diameter maximum hole for 16"deep blocking panels;6"diameter with 9Y"and 11/ TV' eep or shorter than 12"long. with one 8d(0.131"x�") F1 applies to 560 T4. 7-6" X-C" 4•-0" 5'-6" 6'-0" 8'-0" 2'-6" 3'-6 4'-6" 6-6" T-O" 7'6" 6•-O" 7 on one side at 3 maximum for blocking panels 9Yz' joists. Do not cut flanges. Attach reinforcement to joist nail at each corner 110 1•-0" r•o" r-0" 11-0.. r-6~ r-o" 3'-0' s'-s" r-o" r-0" r-6" r-o• 3'-s" a'-a' s'-a' a'-o" Web stiffeners 11/8"-16"deep blocking panels; both sides at E3 with one 8d 0.131"x 2Y") deep or shorter than 12"long. ( Horizontal blocking uniform) Load from above required on both 6"diameter maximum for nail at each corner g y z10 r-0" r-o'• r-o" r-s" z'-o" z-s" 3'-s" s'-o• r-o~ r-o^ z'-o" 2'-8" a'-or' a'-s" s•-s" s-s'• Do not cut flanges. 1Y"TJ`Rim Board 1Y"or 1Y" panels between each loaded joists 14" 230 r-o" T-o" 1'-0" r-6" z•-6" 7-6" 4'-a• T-o" r-0" T-O" 2'-0" T-O" 4'-0" 5•-0" T-a' 9'-0"sides at E1 ONLY blocking panels 9n deep or TimberStrand®LSL.Nail with shorter than 12"long. joist.Nail to top plate with only. 3so r-o" r-o° r-6" 2'-6" 3'-s" a•-o" s-s" s'-o" r-o" r-s' r-s" a'-o" s'-0" s'-6" a'-o•• a-6" Ys' Do not cut flanges. ® 1 Od(0.131"x 3")nails,one 12"length of Y4" connections equivalent to Wood A �� 560 r-0" T-o" 2'-Or' T-O" 4'-6" 5•-0" 6'-6" 9'-0• r-6" 3'-0" 4'-0" s-0~ T-O" T-6" 9'-0" 10-0" --�� g 1Y"TJ Rim Board or 14'or 1Yz" each at top and bottom flange. reinforcement on floor panel schedule. backer n�y� 110 r-o° r-o° r-o" r-o r-o~ r-o" 2-a 3'-0" s-o" r-o~ r-a' r-a' r s" 3'-0" 3'-0" ?-6" r s" 1a-o" TimberStrand* LSL.Nail with 10d one side at E5, des t`�`�eadso 210 r-o" r-o" r-or' r-o" r-0. r-6" 2'-6" 3'-6" 6•-0" T-o" r-o r-o" 2'-0- 3'-0" 3'-6" 6'-6" 8'-0" 11'-0" 0.131"x 3" nails,one each at 12"length of Y4" <� 1 0 14" 230 r-o" r-o~ r-a' v-o" r-0" r-6" 3'-O" 4'-0" r-o" r-0" 1'-0" r-a' 7-0" 3'-6" 4'-0" T-a' 9'-0" 11'•0" ( ) Attach reinforcement to both sides at E6 ��2 eye top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side �pv� J�Bo ` 360 r-o" r-0" r-o" ,'-o" r 6^ r-s^ a-s^ s'-s s-o" r-°" r-or r-s" 3'-0" s-o" s'-s^ s'-o 10'-0^ 1 r s" • 1 Od(0.148"x 3")nails at 6" blocking between at ET both sides at E8 F1 \ev9 l 560 r-°" r-0^ 11-0" r-0" • Attach reinforcement 4" 6" r- 8' to" 12 14)," 1st." a" s' 7 8" to" 12 14/, 16y.' 2x4 minimum on-center,clinched.Use 2 each joist 3•, to joist flange with 2A d` rows with 9 "and 117 " E7 E8 Less than 5" 3so r-o" r-0" T-O" T-0" 4•-0" 6-6~ 9•-6" r-0" T-O" 4'-6" s'-o" 10•-0" 1r-o•' 13'-6"squash blocks • Y /a Less than 5" 1a^ 5so r-o" r-0" r-o" 2'-0" 4'-6" r-o,, 10•-6^ r-o" s-o" s'-s" a-o^ 1r-o" 1r-o~ ,a'-o° ® p 8d(0.131"x�")nails at 6" a�`� TJI®joists. IIA"TJ Rim Board or ® 2',\�at<` on-center.When reinforcing E5 E6 Gap*: WEB STIFFENER ATTACHMENT 3so r-o r-0" r-o° r-O" 2'-0" "' "' 10'-0" 0" 1'-6" 3'-0" 4'_6" a-y, it,6-11 G Use 2x4 minimum squash blocks to 14'or 1Y'TimberStrand LSLas Face grain a+ „ zo" c1` both sides,stagger nails. Y minimum sso r-o" r-a' r-0" transfer load around TJI®joist Nail with 1 Od(0.131"x 3") horizontal gg E4 ® 2Y4'maximum E1 E1 Not for use with 31/"TJI joist flange widths 1" Table B - Intermediate or Cantilever Support nails,one each at top and (1Y"for TJI® Nailing: pp bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560, r TJI' See table below. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort Structural exterior sheathingApply subfloor TJI®joist blocking with end Web stiffener both sides. JOIST TJI. ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE adhesive to all blocks iistalled atY3 joist-span DEPTH r' T. 4" s" sys" r' 8X" 1r' 13" 2" 3" 4" 5" 6X^ T' ail" it" 13" Double TJI®Joist Filler Block: Flush bearing plate required. Flashing locations usingSee table below. *With point load from above,and no support Hanger height must Hanger Backer Block:Install tight MaximumY"Overhang contact surfaces below,install web stiffener tight to top flange 110 2'-°" 2'-6" T-6" 4'-6" r-6" 1'-" 2'-6" T-6" 5'-6" 6'-6" be a minimum of 60% Attach per the table. two 8d(0.113"x 2.Y2') Tight fit* a 210 7-0~ z'-s" T-6" 5'-0~ T-o" 2'-0" T-O" 4'-0" 6'-6" r-6•' to top flange(tight to bottom permitted at beam. (gap at bottom flange) yjl otjoist depth Nails shall be driven from Treated 2x_ nails or 230 r-0•' 3•-°" a'-a' s'•s~ a'-s•' r-°" 3'-6" a'-s" s'-s" r-s'• 4 flange with face mount hangers). Nailing Requirements 380 3'-O" 4'-0" 6-6" 6'-6" 9'-0' 3-0° a'-6' s'-s" T-e" 8'-a'alternating sides.Clinch nails ledger �Sp 2}r2'screws, ® Depth Minimum Web Clinch nails when possible. ,4 ors TJI Joist Series Number Nails sso 3's' s-0" s-o~ 7'-s" 10'-0^ 4'-0' s-6" 6'-6" a'-0" 9'-0" when possible. ••• See fastener ® '� typical (in.) Stiffener Size Type 1Y"TJ Rim Board or 1Y" �•\� End Intermediate 110 1•-0. r-o" 1'-e- '-6" 4'-(r '-6" r-6' o" r-o r-0" s's" table below.Maintain ® c)Q s „ s n' 210 lW r-0" z'-o" T-0" 4'-8" 6-0" 9'0" 1-0" 2'•0" X-O" 4'-6" 8'-0" 8'-0' ,o'-O" ••. • ; _-•." 2"distance(minimum)from or 1Y"TimberStrand LSL. 110 All /a x 2/s" �•, Top mount a. 210 All Y4"X 5 m 8d 11i1 230 1'-0•' 7-0" 2'-6" T-6" 6-0" 6-6" 10'.0" T-0" 2'-6" T-6" 5'1' 8-8" 9'-0" 10'-6" edge of ledger to fastener. 4 2�s" 362 r-T a-0" a'-a' S'-6" T-0" -0" l'-0" '-0" 3'-6" 5'-0" T-0" 9•-6" 9'-6" 1r•-0" hanger 0 ion#2: 230&360 All V8"x 2%6'"(" (0.113"x 2Y'7 3 3 560 r-6" T-O" N-6" s-6" 6-0" s-0" 12'-0'• T-O" 4'-6" 6'-O•' 8'4" 1a-6" 1r-o" 1r-0" Fastener Allowable Load(z Ibs/bolt) 2x_strapping Installed atY 16d 110 T-O" r-0" l'-O" r-o" T-o" 2'-s" 4'-6" 8'-6" r-o" r-o' r-o" 7-6" 6-0" 6'-0•' 9'-0" 1r-0" Face mount Y"Through bolt joist-span locations using two 560 All 2x4 210 r-o~ r-0 r-o 1'-0" 6" 3'-0" 5'-6" 9'6" 1'-0" 1'-0" 2'-a' 3'-0" 6'-0~ r-o' ,o-o" 13-0" Backer block m han E!r both Sides Of web Rim Board Material Y"lag bolt yz"Through bolt with Air Space ( 0.135"X 3Y2') 14" 230 1•-0" 1'-0" ,'-0" 2'-0" T-6" W-O" 6'-0" 10'-6" V-O" l'-a- 2'-6" 4'-0" 6•-6" 7'-6" 1 T-O" 13'-6" 9 2Yi'screws per joist,typical with single TJI®joist 1N"TJ"'Rim Board(3) 480 695 18" 4 4 360 T-o" r-o" z'-o" T-6" s-6" s'-0" s'-6" 12'-6" r-o" T-O" 4'-0" 5'-6" 9'-0" 10'-a' IT-Or' 14'-0" 1 4'TimberStrand LSL 610 725 615(°i Option#3: 20" ai 16d 5 5 560 T-O" 1'-0" T-6" 3'-6" 5'6" 6 6" 9'-6" 13'-8" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0 13'-8" 15'-0 Web stiffeners required if sides of 560D 2x4 hanger do not lateral) support at With top mount hangers,backer block required only 1 Y2"TimberStrand LSL 675 725 Directly applied ceiling 22"� (0.135"x 3Y") 6 11 110 r-0" 1'-0' r-o^ 1'-0" r-0" r-O" 2'-6" 5'-o" 8'6~ r-o" r-0" r-o" r-0'• 3'-s' a 6' 8'-6" 1r-0" 16-0" H1 g Y pP H2 H3 210 1.0. ,'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 8'-0" 10'_0" 1'-0" 1'-0" 1'-0" 1'6" 4,_6" 5'-6" 10'-0" O 3 O for downward loads exceeding 250 Ibs or for uplift O (1)Corrosion-resistant fasteners required for wet-service applications. 24" 6 13 least/"of TJI joist top flange a P61 When specified On the layout,one of a is" 230 r-0" 1. r-o" r-0- r-6" z'-o" a'-o" s's° „'-O° 1'-0' r-0" r-IT conditions.For nailing requirements see page 5,TJ• (2)Allowable load determined in accordance with ASTM D7672. (1)PS1 Or PS2 Sheathing,face grain vertical 3so r-0. r-o~ r-o" r-a' 3'-0' a'-0° s'-s° 10'-" 9001,Weyerhaeuser installation Guide for Floor and (3)1y"TJo Rim Board is allowed with joist depths<16"only. the bracing Options above is required (2)Construction grade or better 560 1'-0" 1'-0" 1'-0" 1'-0" Roof Framing,TJ-9001. (4)Maximum)"shimmed air space. (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists a" s^ 7• e" 10^ 12^ ,a3;' 1s3," a" s r' 8' 10" 17 1a),^ 1st" BEAM DETAILS FASTENING of FLOOR PANELS 360 1'_0" ,-0" ,'-6" 3'-0" 6'-0" 9'-0" 14'-8" 1'-0" a'-o" Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 18' IFF sso r-0" r-O" r-o" r-o" T-0" 19'-0" 15'-6" 1'-0" 6'-0" s'-s° 1r6" 1s'-s' 19-0" 1s'-6" TJ 'ftnz) Rim Board 1�.. TJP Joists 110 210 230 or 360 360 560 560D 3so 1'-o'. 1'-0" 1'-0" 1"... 3'-0" 6'-0" 11'-0" 15'-0" 1'-0" 1'-6" 4'-0" T-0" 12'E" 16'-6" 19'-0" 20'6" BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1Ya"TJ® TimberStrand•'LSL TimberStrand®LSL Microllam® Parallam® 20 sso 1'-0" 1'-0^ 1'-a' 1'_ir 1'-s" 6-6'• ll'-6" BEARING AT WALL OR WINDOW HEADER and 230 560 Rim Board ty4' 1Y•' orwider LVL PSL )epth 9Yz••-11r/e" 14"46" 9Yz'•_11X•' 14"-16" 9Y"_71�" 14"-16" 18"-20" 11%•' 14"46" 18"-20" 22".24" Rectangular holes based on measurement oflongest side. CONNECTION CONCRETE WALL • Leave "of web minimum at to and bottom of hole.DO NOT cut joist flanges. 8d(0.113"x 2Yz"),Sd(0.131"x 2y") 4" 3" 6" 4" 3" 3" 4" 4" Fille•Block(t) 2x6+ � (minimum) P J 9 1Y"TJ®Rim Board Or Strap per code if top plate 2x6 2x8 " 2x8+ 2x6 thin 2x8+Y" sheathing +)" Two Two Two Four x g • Tables are based on uniform load tables in current design literature. 10d(0.148"x 3"),12d(0.148"x 3Y4") 4•(3) 4"(3) 6" 4" 3" 3" 5" 4' (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing 1)a"or 1 Y"l�imberStrand® is not continuous over • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located LSL or blocking for lateral header 16d(0.162"x 3Y") 6" 6" 16"(4) 6"(5) 6"(5) 6"i6f 8"(4) 2x6+X" 2x10+Y8" 2x6+Y" 2x10+Y" at the center of the joists an provided that no other holes occur in the joist. 6" CantieverFiller 2x6 2x10 Not ) P P support (Detail E4) 4'-O"long 6'-0"long sheathing sheathing sheathing sheathing applicable Not applicable ppo (1)Stagger nails when using 4" steers spacing ande`maintain di joist and panel edge distance.One row of fasteners is permitted(two er abutting 4'-0"long 6'-0"long 4'-0"long 6'-0"long ALLOWABLE HOLES - Headers and Beams panel edges)for diaphragms.Fastener spacing for TJI joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(+) Strap per code if top !.: blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI'°joists. (Detail Fil �"or %"or%" �°or V Net 2x6 2x8 2x12 Two i"x 15" plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least%"and staggered. 1.55E TimberStrand LSL Headers and Beams • 3 With 10d 0.148"x 1%" nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) sheathing over column •: O ( ) P 9 9 9 9 P 2 x diameter of the Top mount (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1y"(to minimize splitting). Nail Sire Filler (0.131"x 3") (0.131..x 3 ") largest hole(minimum) hanger ! (5)Can be reduced to 4"on-center If nail penetration into the narrow edge is no more than 1y"(to minimize splitting). Backer (0.131"x 3") Protect untreated Y depth Allowed hole zone Column Face mount (6)Can be reduced to 3Y"on-center if nail penetration into the narrow edge is no more than ty,"(to minimize splitting). Filler 32 50 wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail 15 hanger contact with recommendations listed above. Quantityfz) Backer 15 15 ■Maximum nails spacing for TJI oasts is 18"on L1 L2 L3 See current Weyerhaeuser L4 concrete P 9 1 center. , If nee>ssa ■14 ga.staples may be substituted for 8d(0.113"x 2,Y")nails if minimum penetration of 1"into the TJI joist or rim board is achieved. O ry,increase filler and backer block height for face mount hangers and maintain "gap at top of foist,see detail W.Filer and backer block O literature for framing connectors ■TO minimize splitting,maintain ed a distance and rows of x nail diameter or dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). e e e e o 1.55 E TimberStrand®LSL 9 Ping 2f Ys",whichever IS greater. (2)Clinch nails when possible. Header or Beam Maximum Round 3 ■Nailing rows must be offset at leastyz"and staggered. Depth Hole Size J■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuserinstallation Guide for Floor Multiple-Member Connections for Top-Loaded Beams and Roof Framing,TJ-9001. 9Y"-9Y" 3" p p Joists must be laterally supported at 8" 1ly4"-11'/" 3%" Fastener Installation Requirements cantilever and end bearings by blocking TJI® oist floor framing does E1 14"-16° d ho Piece #of Fastener � g panels,hangers,or direct attachment to General Notes See illustration for allowed hole zone Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. • Allowed hole zone suitable for headers and beams with BEARING AT 10d nails 3" 3(2' sides,stagger fasteners on the second mid-span blocking uniform and/or concentrated loads anywhere along the member. DO NOT ALTER ANY DOCUMENT THAT BEARS THE COLUMN 2 12d-16d nails 3 Y," 2a' 12 One side side so they fall halfway between • Round holes only SEAL OF A PROFESSIONAL ENGINEER, UNLESS fasteners on the first side. • No holes in headers or beams in plank orientation. THE PERSON IS ACTING UNDER THE DIRECTION Screws 3 8"or 3Y2' 2 24" H2 Other Trus Joist©Headers and Beams OF A PROFESSIONAL ENGINEER • 10d nails 3" 3(2) Al NAME: B.GOLDMAN LIC.#: 062780 12" Both sides Rim board joint 12d-16d nails 3y" 2ni DO NOT bevel cutjoist E2 between oasts Microllam®LVL B 3 3 3 beyond inside face of wall. O j DO NOT overhang seat cuts 1.3E TimberStrand® and Parallam®PSL DATE: 06/27/23 REV: 0 1/" 3%"or 3Y" Both sides on beams beyond Screws 2 24" Load must be applied evenly across 3 y d the inside LSL hole zone hole zone 2 x diameter of the y depth 5" One side entire beam width.Otherwise,use face of support member. largest hole(minimum) Verify column capacity (3> (z) connections for side-loaded beams. DO NOT cut,notch or drill •• 10d nails 3" 3 .•°�t� \I�� ' One side and beam hearing 12" holes in headers or beams L5 length.See current 4 12d-16d nails' 3 Y4" 2R' (per ply) d except as indicated in �•�� G�Ld7 1 Weyerhaeuser literature. 5"or 6" Both sides e o o illustrations and tables. �V' s' Screws 3 2 24" Multiple pieces can be nailed or bolted together to ® CS ($• 6/' One side L6 form a header or beam of the required size,up to a TJI rim joist ® Q s' %P •••'• Microllam LVL and Other Trus Joist®Beams �- 5"or 6" Both sides maximum width of 7" ® Header or Beam Maximum Round L Screws 3 2 24" L3 1Y"T.1®Rim Board or ® Paralfam PSL Cd) 3Y' 2 6/" One side A2 1Y"or 1 Y"TimberStrand LSL. allowed hole zone Depth Hole Size 0r Y"bolts 8" 2 24" - O middle Y3span 4Y8" ��- (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SIDS,SDW,USP WS,or TrussLOIC® B1 L1 d 1.3E TimberStrand®LSL allowed hole zone d ��k 7Y"-20" 2" COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See y4"- ration for Allowed Hole Zone ()� (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. B2 General Notes 4�fi Ro 5S`� BEAM ON • Allowed hole zone suitable for headers and beams with uniform loads only. --*•�. COLUMN CAP NAILING AT BEARING(FLOOR) L5 • Round holes only 63 • No holes in cantilevers. TJI®Joist to Bearing Plate Squash Blocks t0 TJI®Joist No holes in headers or beams in plank orientation. 1Y"TJ®Rim Board or (Load bearing wall above) 1y"or 1 Y"TimberStrand®LSL. Joist may be shifted up to 3"if Use di Or 62 ri WA R N I I�G 2 One 10d(0.128"x 3") floor panel edge is supported P One 8d(0.113"x 2Y") nail into each flange g4 intermediate bearings nail each side.Drive and span rating is not exceeded. with load bearing or 0 ISSUED FOR CONSTRUCTION PH WM BG 06l27/23 2 Do not cut joist flanges. g Joists are unstable until braced laterally nails at an angle at braced/shear wall P1 least 1Y"from end. Plumbing Drop Bracing Includes: End of joists from above • Blocking •Sheathing • Strut Lines C FOR REVIEW AND COMMENT PH WM BG 06/16/23 at centerline • Hangers •Rim Board • Rim Joist 3Y"minimum COLUMN BASE Also see detail B2 of support L2 1Y"minimum end bearing intermediate bearing single-family applications 5Y4"may be required �� .-.__=� B FOR REVIEW AND COMMENT PH WM BG 06/05/23 for maximum H1 Shear transfer:Connections equivalent capacity � - - to floor panel nailing schedule A FOR REVIEW AND COMMENT PH WM BG 10/14/22 Rim to TJI®Joist e 1 8"TJ®Rim Board, • DO NOT walk on joists DO NOT walk on joists DO NOT stack building ''tr r'•=` ;t ® TJI` 560 rim joist:Toe until braced. that are lying flat. materials on unsheathed REVISION DESCRIPTION: DRAWN CHECKED APPROVED DATE �+ 14'or 1 Y2"TimberStrand LSL. Additional joist is required if Y g ® nail with one1 Od each i x 3") O : lNJURYMAYRESULT. joists.Stack only or TJI 110 rim joist: floor panel edge is unsupported L4 j y over nails,one each side of P2 One 10d(0.131"x 3")nail into ®. ® or if span rating is exceeded. !• '. WARNING NOTES: beams or walls. TJI joist flange TJI 560 -:•• :;• Exterior Deck each flange LA DO NOT use sawn BRUCE GOLDMAN PE PC floor Dist +: Y Lack of proper bracing during construction can result in serious TJI®210,230,and 360 rim joist: j ..4 Attachment lumber for rim One 16d 0.135"x 3 nail into INSTALLATION TIPS 'i, Structural board orblockin accidents.Observe the following guidelines: ELEVATED ( Y) +% :• sheathing g' 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. each flange. as it may shrink 2.Lateriaf strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be COLUMN BASE ® •Subfloor adhesive will improve floor performance,but 3 With depths>16",use TJI 360 rim joist. after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay.1/4"minimum bearing P 1 may not be required. 1 5 LOWELL DRIVE Top View � Use Only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. Locate rim board joint between joists. Safety bracing(1x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable/under light construction loads-such as a worker or •Squash blocks and blocking panels carry stacked Protect untreated wood minimum)at 8'on-center(6' one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with O See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. WAYN E, NJ of a TJI joist(with web stiffeners)is not a substitute concrete 1Y'knockouts H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. extended to a braced end wall. 1Y"TJ®Rim Board or for squash blocks or blocking panels. at approximate/ 6.The flanges must remain straight within 1/2"from true alignment. :,• r, y Fasten at each joist with 3� .., n: 1Ya"or 1 Y"TimberStrand®LSL. 12"on-center two 8d 0.113"x 2Y2")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this PROJECT: ( 9 9• 9 9 9 p 9 P 9 • •When joists are doubled at non-load bearing parallel N OT IAS HOUSE partitions,space joists apart the width of the wall for (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California to cause cancer.For more information on Proposition 65,visit com/inform. Optional Bearing plate to be P P3 plumbing or HVAC. I 450 PARADISE POINT ROAD non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or grout One 10d 0.128"x 3" nail each of wall or beam ( ) angle to minimize Weyerhaeuser Installation Guide for Floor Additional joist at plumbing drop(see detail). S O U TH H O L D NY 9 ' �Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side" member at bearing, splitting of plate and Roof Framing, TJ-9000.For minimum �• Weyerhaeuser NR. ©2020 Weyerhaeuser NR Company. All rights reserved. 1Y"minimum from end end and intermediate bearing lengths. 1 1muser September 2020 ReorderTJ-4015 TITLE: WOOD DETAILS SHEET 1 OF 2 DRAWN BY: P.H. CHECKED BY: W.M. APPROVED BY: B.G. DATE: 09/09/22 PROJECT NUMBER: DRAWING NUMBER: REVISION: I 23012 S-201 0 N SCALE: SHEET: SIZE:24"x36" N 118 = V-011 9 OF 10 D A B C D E F G S-100.dwg A B C D E F G �- - TJ1@ Joists 1/2, ,. round holes may be cut anywhere in web outside of hatched zone if they Min. distance from Table B Min. distance from Table A are located 3" away horizontally DO NOT (edge-to-edge) from a larger hole. 5 cut or notch flange. 5 oo ,W6�� Q 6„ 6" L 2 x D1 D1 Closely grouped round L2 2 x L2 D2 6" 6" No field cut minimum holes are permitted if minimum No field cut Do not cut DO NOT holes in (applies to all holes the group perimeter holes in holes larger cut holes in cantilever hatched except knockouts) meets requirements for hatched than 1%2"in reinforcement, zones round or square holes. zones cantilever Table A - End Support Minimum distance from edge of hole to inside face of nearest end support JOIST ® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH TJI 4., 6" 7" 8" 10" 12" 14 3/4" 16 3/4" 18 %" 20" 4" 6„ 711 8" 10" 12" 14 3/4" 16 3/4" 18 3/41, 2011 18" 1'-0" 1'-6" 2'-6" 3'-6" 5'-6" 7'-6" 11'-0" 1 3'-0" 5'-6" 6'-6" 8'-0" 10'-6" 11'-6" 13'-6" 4 20" 560 CI 1'-0" 1'-0" 1'-6" 2'-6" 4'-6" 6'-0" 9'-0" 111'-6" 2'-6" 5'-0" 6'-0" 7'-0" 10'-0" 12'-6" 14'-0" 15'-0" 4 22" 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 5'-0" 7'-0" 9'-6" 12'-6" 1'-0" 3'-6" 5'-0" 6'-6" 14'-6" 15'-0" 16'-0" 16'-6" 17'-0" 24" 1'-0" 1 1'-0" 1 1'-6" 2'-0" 3'-6" 5'-0" 7'-0" 8'-6" 11'-0" 12'-6" 1'-6" 4'-0" 5'-0" 1 6'-6" 1 9'-6" 15'-0" 16'-0" 16'-6" 17'-0" 17'-0" Table B - Intermediate or Cantilever Support Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 41' 6" 7" 8" 10" 12" 14 3/4" 1 6 3/411 18 3/4" 20" 4" 6" 7" 8" 10" 12" 14 3/4" 16 %4" 18 3/411 20" 18" 1'-0" 1'-0" 2'-6" 4'-6" 7'-6" 11'-0" 16'-6" 3'-0" 7'-6" 9'-6" 11'-6" 16'-0" 17'-0" 19'-0" 20" 56011 1'-0" 1'-0" 1'-0" 1'-0" 4'-6" 8'-6" 13'-6" 17'-0" 1 1'-0" 5'-6" 8'-0" 10'-0" 15'-0" 18'-0" 19'-6" 20'-6" 22" 1'-0" 2'-6" 3'-6" 4'-6" 6'-6" 8'-0" 11'-0" 14'-6" 17'-6" 3'-6" 6'-6" 8'-6" 10'-0" 19'-0" 12 0'-0" 21'-0" 21'-6" 22'-0" 24" 2'-6" 4'-0" 5'-0" 5'-6" 1 7'-0" 1 8'-6" 11'-0" 13'-6" 16'-0" 17'-6"1 5'-0" 1 7'-6" 1 9'-0" 10'-6" 14'-0" 20'-0" 21'-0" 21'-6" 22'-0" Rectangular holes based on measurement of longest side. How to Use These Tables General Notes 3 ! 3 1 . Using Table A, Table B, or both if required, determine the hole • Holes may be located vertically anywhere within the web. shape/size and select the TJI® joist and depth. Leave Y8" of web (minimum) at top and bottom of hole. 2. Scan horizontally until you intersect the correct hole size column. • Knockouts are located in web at approximately 12" on-center; 3. Measurement shown is minimum distance from edge of hole to they do not affect hole placement and may be located in the support. hatched zone. 4. Maintain the required minimum distance from the end and the • For simple span (5' minimum) uniformly loaded joists meeting intermediate or cantilever support. the requirements of this guide, one maximum size round hole may be located at the center of the joist span provided that no other holes occur in the joist. • Distances are based on the maximum uniform loads allowed on the joists. For other load conditions or hole configurations, use Forte®WEB software or contact your Weyerhaeuser representative. 2 0 ISSUED FOR CONSTRUCTION PH WM BG 06/27/23 2 C FOR REVIEW AND COMMENT PH WM BG 06/16/23 B FOR REVIEW AND COMMENT PH WM BG 06/05/23 A FOR REVIEW AND COMMENT PH WM BG 10/14/22 REVISION DESCRIPTION: DRAWN CHECKED APPROVED1 DATE BRUCE GOLDMAN , PE PC 15 LOWELL DRIVE WAYNE, NJ PROJECT: DO NOT ALTER ANY DOCUMENT THAT BEARS THE N OT I AS HOUSE SEAL OF A PROFESSIONAL ENGINEER, UNLESS 450 PARADISE POINT ROAD THE PERSON IS ACTING UNDER THE DIRECTION , OF A PROFESSIONAL ENGINEER SO UTH H OLD, NY NAME: B.GOLDMAN LIC.#: 062780 1 DATE: 06/27/23 REV: O TITLE: 1 WOOD DETAILS a Go o - ,��� SHEET 2 OF 2 _0 DRAWN BY: P.H. CHECKED BY: W.M. I APPROVED BY: B.G. DATE: 09/09/22 PROJECT NUMBER: DRAWING NUMBER: REVISION: 23012 S-202 0 0 06 � SCALE: _ SHEET: SIZE:24"06" rz 1/8 V-0" 10 OF 10 D A B C D E F G S-100.dwg