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HomeMy WebLinkAbout38149-Z BUILDING CODE CRITERIA LOT 65 LAND NOW OR FORMERLY OF WILLIAM WELLS The following are excerpts of the Residential Code of the State of New York. S 51 °53 30 E 1 50.00 • TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA TIE # HD2A ® PROPERTY CALCULATIONS N EACH CORNER WIND SUBJECT TO DAMAGE FROM ® OF BUILDING LOT: SURVEY INFORMATION TAKEN FROM SEISMIC Voter Ice shield LENGTH 100 FT SURVEY OF PROPERTY AT SOUTHOLD NEW YORK GROUND SNOW DESIGN Frost line Design undedayment Flood e• 1 i — LOAD SPEED /MPH/ CATEGORY Wealhedng depth Termite Decoy Temp. required hazards WIDTH X 150 FT • a SHED =15.000 SQ.FT. MAP OF TERRY WATERS 1' no Moderate slight to SUFFOLK: n Yee os per s• TAX MAP DISTRICT 1000 45 Exposure B SUFFOLK. Severe 3'-0" to Heav Moderate F.E.M.A. TIE # II 3" X3" X %i• # LEES 74 4AT SEC. SB MT516 ® II EXISTING --he+ serosas— roru. R301.2.1.1 Design Criteria: Area located where wind speeds equal or exceeds 110 miles 16" OC. ii PLATE�' DIA. 16" FIRST 1sTnna: ,,ausgff. b EXISTG in PROPERTY per hour. Design criteria based on American Forest and Paper Association (AF& PA) STEEL FLOOR ..A. se,se'. GARAGE LOT 45 BLOCK 4 Wood Frame Construction Manual for One– and Two–Family Dwelling(WFCM). TIE # LTP4 ANCHOR BOLT, ® 16" O.C. II 10" O tar. 1'.11 son TABLE R301.4 EMBEDMENT O 3.T. bm..wr row:Aas 42,7. S4• MINIMUM UNIFORMLY DISTRBUTED UVE LOADS MINIMUM• ® O Len sg.rr. /151000 sa.rr=011 x tco= 11% O /m pound: per square feet/ PROVIDE SIMPSON STRONG TIE �I� 46" O.C. O Sim son Stron —Tie V O CONNECTORS TO ALL FLUSH ' e USE LVE LOAD STUD CONDITIONS. Floor—to–wall connections O sxisnxa+ rxarogo= rorA� Exterrior balconies 60 PROPOSED isr moon tau sg.rr. s,++s sg n. O LOFT sxo rimx As Deans 40 I W SPACE a - 5x0 w.rr. Passenger vehicle garages 50 eP rorA 54.7• 9e g g FLOOR TIE DETAIL z,o:w�. LOT 64 Attics without storage 10 SP4 SP1 NOT TO SCALE C m<rAu rnarosso wr coes:Aaa t3' z+w writ/u,oao w.rr= sae x ,so = 16� PROPOSED Attics with storage 20 W x2s O CONSTRUCTION PROPOSED NEW SEPTIC SYSTEM Attics accessed by o fixed stariway (sec. R50237) 30 7 77 SEE ENGINEER DRAWINGS Ne, - (NOT INCLUDED IN THIS CONTRACT) Roams other than sleeping rooms 40 :;.;t, O 4es• 1y5• .. 3;•" Sleeping rooms 30 � 00 � � a Q0 pe Stairs 4D t' N O PROPOSED NEW _K qq O Guardrails and hantlrale 200 SEISMIC DETAIL to z PAUO &&COVERED R SCALE: N.T.S. �l 0) sa• Nailing: Edges. 6" on center r" � \ Field: 12" on canter EXE4PG I - Simpson BVang-1'le 1m MRootsOM AC with two HI's Halling in shaded Areas PROPOSED (4 feet wide from wall Inetallatlan to Joist CONSTRUCTIO 143' edge or ridge not Includin Than s): Edges on Field: fi" on center C A P and overhangs Natling for Wall Sheathing- Edges heath ng: Edges 6' on center 2'MINIMU Field t2" an center SIDECOVE N 51 °53'30" W 150.00' J e ° LOT 63 r GRAPHIC SCALE I cpson y- � Simpson Strong—Tie i �\y ,tg1NCENi , AB � � � I � I � I � I � I � If 1 � 1 � 1 � 1 � 1 � � � 1 � 1 � � � f0 o .1 \ BASE 1 / 5 / 10 / 50 / 100 / I ROOF SHEATHING AND WALL SHEATHING ATTACHMENT DIAGRAMS POST CONNECTOR DETAILS & SITE PLAN / � "'° ° 4" MIN. VENT STACK 4" MIN. STACK VENT A / / �� Al TO BE 24" MIN TO BE 24" MIN / 0 ROOF ABOVE ROOF II ABOVE ROOF 05 09/30/2013 ISSUE TO BUILDING DEPARTMENT ATTIC I 04 04/29/2013 ISSUE TO BUILDING DEPARTMENT 2 2" 1 1/2' I 2" 1 1 2" 2" 1 1 2„ 03 02/28/2013 CONSTRUCTION DOCUMENT BID SET 02 02/25/2013 75% PROGRESS ISSUE ^\ c �L TOILET( 4" 2"i AV p° LAV 2' LAV LAV I I I I l i i I i i � I 01 01/31/2013 ISSUE FOR BUILDING DEPARTMENT. TUB SHO ER 1 1/2 1 1/2 1 1/2" l 1 1/2" NO. DATE ISSUES/REVISIONS [� 2ND FL TUB TUB 2„ 2" 1 13" r------7---2,i -----r--L „ 11 1/2' r 2.. "I -�-1�2-----� -- --- .. ®r : 1 LAV 4 SINK( AV - bV'v"Y' ' I2' 2H.W. WATER METER : ii TOILET 111/2u /2" BOILER 3" F.A.I. SHO ER °s x 1ST FL 2" 3" CO CO TUB � 1..' 3' 2' Architects BACKFLOW PREVENTERLINE NEW VOR V VALVE ON WASTE LINE j� �y 1 l.Jj.1 COMMERCIAL RESIDENTIAL PLANNING CORPORATE INTERIOR DESIGN 4" WASTE LINE EHCI---"" 6" EHCI �� DIAGRAM � �� 51 HURON ROAD, BELLEROSE VILLAGE 5 NY 11001 HOUSE 516 375.1473 Fox 516 375 1473 DRAIN TO E–mail r.keyloun®verizon.net SCALE: NTS SEWER Internet www.quoy007/RKD.htm PLUMBING NOTES WASTE LINE TRAPS FOR FLOOR (DRAINS SHALL BE OF THE DEEP SEAL TYPE, AND DWG. n E COVER SHEET/ SITE PLAN 4" DIA EHCI HOUSE RAP IN GONG.OV PIT VENT LINE SHALL HAVE A WATER SUPPLY AVAILABLE FROM A PLUMBING FIXTURE COM'L. W/GASKETDR STEEL COVER HOT WATER --------------------- LOCATED IN THE SAME ROOM OR FROM A FAUCET OR VALVED PROPOSED ADDITION 4" DIA. EHCI HOUSE DRAIN 4" DIA. EHCI FROM HOUSE DRAIN TO CONN. SEWER COLD WATER ------- — — — OUTLET LOCATED NOT MORE THAN 3' ABOVE THE FLOOR DRAINED. 3" DIA. F.A.I. MIN. 6" ABOVE FINISH GRADE WATER METER TO BE INSTALLED IN JOB No.2012-592 DATE 12/12/2012 PROW DIR. R.K. HOT AND COLD WATER RISERS TO BE 3/4" DIA. COPPER ACCORDANCE WITH LOCAL WATER AUTHORITY HOT AND COLD WATER BRANCHES TO BE 1/2" DIA. COPPER HAVING JURISDICTION DRAWN BY CKD BY SCALE F.D. R.K. SEE DRAWING ENERGY CONSERVATION CONSTRUCTION CODE OF NYS DWG. No. SEC: 403.3 MECHANICAL SYSTEM PIPING INSULATION MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105 DEG. F (41 DEG. C) OR BELOW 55 DEG. F (13 DEC. C) SHALL BE INSULATED TO A MINIMUM OF R-2 _ EXCEPTION: HEALING PIPING LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. REFER TO SHEET A-5 FOR ALL ENERGY COMPLIANCE INFORMATION CONSTRUCTION NOTES FRAMING NOTES GENERAL NOTES WHILE NOT COMPLETE, THE FOLLOWING IS A LIST OF PROCEDURES AND PRACTICES A. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE CONDITIONS PRIOR BUILDER QUALIFICATIONS & CONSTRUCTION STANDARDS TO COMMENCING DRAWING LIST THAT NEED TO BE FOLLOWED DURING THE FRAMING OF THE STRUCTURE: WORK. IF ANY DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT THESE PLANS ARE INTENDED FOR USE ONLY BY PERSONS KNOWLEDGEABLE IN AND FAMILIAR WITH IMMEDIATELY. GENERALLY ACCEPTED METHODS, TECHNIQUES AND INDUSTRY STANDARDS FOR CONSTRUCTION, AND A. ALL FRAME WALLS SHALL HAVE STUD FRAMING PLACED AT 16" O.C. EXCEPT WHERE GN-1 GENERAL NOTES WHO ARE FAMILIAR WITH ALL APPLICABLE CODES AND OTHER REGULATIONS THAT GOVERN THE NOTED OTHERWISE. CS-1 GENERAL NOTES/ SITE PLAN CONSTRUCTION OF THIS TYPE OF STRUCTURE. ALL CONSTRUCTION IS TO BE PREFORMED IN B. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL CURRENT BUILDING CODES OF ALL ACCORDANCE WITH THESE REGULATIONS AND STANDARDS. B. TOP PLATES SHALL BE DOUBLED ON ALL WALLS EXCEPT WHERE NOTED GOVERNING AUTHORITIES. A-1 FLOOR PLANS DIMENSIONS OTHERWISE. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOSS OR DAMAGE TO PROPERTY OR PREMISES A-2 PLANS CAUSED BY ALL ACTS UNDER THIS CONTRACT. PERSONNEL AND PROPERTY SHALL BE PROTECTED A-3 ELEVATIONS WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DIMENSIONS. DO NOT SCALE DRAWINGS. C. JACK STUDS UNDER ALL HEADERS SHALL BE CONTINUOUS TO SOLE PLATE. AT ALL TIMES, ANY DAMAGED CAUSED BY ACTS UNDER THIS CONTRACT SHALL BE REPAIRED OR A-4 SECTIONS & DETAILS D. DOUBLE JOISTS UNDER ALL WALLS PARALLEL TO JOIST EXCEPT WHERE NOTED REPLACED TO THE OWNERS SATISFACTION WITH NO ADDITIONAL COST TO THE OWNER. CONTRACTOR A-5 NAILING SCHEDULE FOUNDATIONS OTHERWISE, ALSO UNDER KITCHEN CABINETS AND BATH TUBS PARALLEL WITH / OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE TOWN OR VILLAGE. 1 FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL A MINIMUM OF 36" BELLOW THE FINAL JOISTS. FINISHED GRADE LINE FOR ONE AND TWO STORY STRUCTURE. HOWEVER SHOULD THE FROST LINE D. CONTRACTOR AND/ OR/ OWNER SHALL OBTAIN ALL REQUIRED APPROVALS AND PERMITS, BE LOCALLY DEEPER THEN THE DEPTHS SPECIFIED ABOVE, THEN THE BOTTOM OF THE FOOTINGS E. BLOCK ALL STUD WALLS AS REQUIRED FOR SHEATHING. SHALL EXTEND BELOW THIS LOCAL FROST LINE. WHERE SLOPING GRADES ARE INVOLVED, FOOTING E. CERTIFICATE OF OCCUPANCY, INSPECTION APPROVALS, TESTS, ETC. FOR WORK PRIOR TO STARTIN DEPTHS MUST ALWAYS BE MEASURED FROM THE POINT OF THE FINAL FINISHED GRADE LINE THAT F. SOLID BLOCKING BETWEEN ALL JOISTS AND RAFTERS AT SUPPORTING WALLS AND ANY WORK. PERFORMED FROM AGENCIES HAVING JURISDICTION THERE OF. IS CLOSEST TO THE FOOTING. BEAMS EXCEPT AT RIM JOISTS. G. DOUBLE RIM JOISTS AT ALL WALLS PARALLEL TO JOISTS. F. ALL WORK PERFORMED BY THE GENERAL CONTRACTOR AND HIS SUB-CONTRACTORS SHALL 2, G SURE PROPER SUPPORT FOR THE FOOTINGS AND FOUNDATIONS WALLS, FOOTINGS MUST CONFORM TO THE REQUIREMENTS OF MUNICIPAL, LOCAL AND STATE LAWS AND ALL OTHER ALWAYS BE POURED WITH A FLAT BOTTOM SURFACE. FOOTINGS MAY BE STEPPED WHERE GOVERNING AGENCIES HAVING JURISDICTION, WHETHER OR NOT SPECIFIED HEREIN. CONTRACTOR SHALL NECESSARY TO ALLOW FOOTING TO REMAIN BELLOW FROST LINE ON A SLOPING GRADE, BUT THE H. BEAMS, GIRDERS, AND JOISTS SUPPORTING BEARING WALLS OR MAINTAIN COVERAGE FOR ALL INSURANCE, BONDS, STRUCTURE MAY NOT BE BUILT ON THE SITE WHERE THE FINISHED GRADE LINE EXCEEDS A MEAN CONCENTRATED LOADS SHALL BE NOTCHED OR DRILLED WITH HOLES LARGER THIRTY DEGREE DOWN FROM LEVEL. SLOPING SITES REQUIRE SPECIAL ENGINEERING FOR THAN 1" IN DIAMETER. EXTENDED FOUNDATION WALLS AND STEPPED FOOTINGS. G. WORKMENS COMPENSATION, MATERIAL AND LABOR BOND ETC. AS REQUIRED BY LAW. IF IN THE EXCOURSE OF CONSTRUCTION A CONDITION EXISTS WHICH 3. FOUNDATION DESIGN SHOWN ON THESE DRAWINGS ARE CONCEPTUAL ONLY, ACTUAL FOUNDATION I. ALL RAFTERS SHALL BE NOTCHED TO PROVIDE FULL BEARING AT DESIGN BY OTHERS. FOUNDATION DESIGN TO BE BASED UPON SITE SOIL CONDITIONS AND SUPPORTS. H. DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK BUILDING CODE REQUIREMENTS. GEOTECHNICAL ENGINEERING IS NOT INCLUDED IN THIS CONTRACT. AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE, AND CONTINUE WITH CONCRETE J. ALL JOISTS SHALL HAVE A MINIMUM OF 3 1/2" BEARING AT THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. SUPPORTS, I. ALL MATERIALS USED ON THIS PROJECT SHALL BE INSTALLED IN STRICT CONFORMANCE WITH ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS OF K. LAP ALL JOISTS 6" MINIMUM AT ALL INTERIOR BEARING THE MANUFACTURE''SS RECOMMENDED SPECIFICATIONS FOR FOR INSTALLATION OF THEIR PRODUCT. ACI-301-89 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (FC"= 3,000 SUPPORTS. P.S.I.); REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60. ALL FOUNDATIONS SHALL J. ALL STRUCTURAL STEEL BE A-36 STEEL AND SHALL BE INSTALLED AS PER A.I.S.C. ALL PLUMBING BE ADEQUATELY BRACED PRIOR TO BACKFILLING. L. MUD SILLS AND LEDGER BOARDS AT CONCRETE WALLS SHALL HAVE ANCHOR WORK SHALL BE IN STRICT CONFORMANCE WITH N.Y.S. BUILDING BOLTS OF THE SIZE AND SPACING SHOWN ON THE DRAWINGS. EACH BOARD ALL CONCRETE WORK SHALL CONFORM TO ASTM C-90 FOR GRADE "N" UNITS WITH TYPE "M" SHALL BE SECURED WITH AT LEAST TWO BOLTS AND EACH BOARD SHALL HAVE K. THE CONTRACTOR SHALL REMOVE RUBBISH, WASTE MATERIAL AND CONSTRUCTION DEBRIS FORM r , � MORTAR. ALL MASONRY WORK SHALL CONFORM TO ACI 531-79. PROVIDE GALVANIZED WALL TIES A BOLT WITHIN 12" OF EACH END. THE JOB SITE FOR THE DURATION OF CONSTRUCTION. THE JOB SITE SHALL BE KEPT BROOM �J SPACED IN ACCORDANCE WITH SEC. R703.7.4.1 RCNYS FOR BRICK VENEER. CLEAN. M. PROVIDE DOUBLE FRAMING AT ALL ROOF DIAPHRAGM PENETRATIONS, UNLESS 1. PROVIDE TEST REPORTS FOR CONCRETE MATERIALS MIX DESIGNS AS SPECIFIED. OTHERWISE NOTED ON PLANS. 1. THE DESIGNER HAS NOT BEEN RETAINED FOR ANY CONSTRUCTION REVIEW AND/ OR 2. FORM MATERIALS TO BE PLYWOOD, LUMBER OR OTHER SUITABLE MATERIALS AS PER CURRENT N. CONTRACTOR' SHALL PROVIDE ADEQUATE BRACING OR OTHERWISE SUPPORT ALL INSPECTION. HIS RESPONSIBILITY IS LIMITED TO THE CONTENTS OF THESE PLANS ONLY. TRADE PRACTICE. ALL FORM MATERIALS TO BE SMOOTH AND FREE OF DEFECTS. PROVIDE PORTIONS OF THE STRUCTURE UNTIL ALL MEMBERS HAVE BEEN PERMANENTLY FORM RELEASE AGENTS AS REQUIRED. JOINED TOGETHER. 2. ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK STATE AND SHALL u 3• REINFORCING BARS TO BE ANSI/ASTM A615, GRADE 60, DEFORMED0. ALL ROOF TRUSSES SHALL BE DESIGNED BY A REGISTERED ENGINEER FOR THE CONFORM TO ALL THE RECOMMENDATIONS AND REQUIREMENTS OF ANDY OTHER AUTHORITIES THE DRAWINGS , SIZE AS INDICATED ON TRUSS MANUFACTURER. SUBMIT SEALED TRUSS ENGINEERING DRAWINGS TO THE HAVING JURISDICTION. THE CONTRACTOR SHALL OBTAIN AND ARRANGE FOR ALL REQUIREMENTS LOCAL BUILDING DEPARTMENT INDICATING BRACING, ETC. THAT MAY BE REQUIRED. OF ANY OTHER AUTHORITIES HAVING JURISDICTION. 4. WELDED WIRE FABRIC TO BE ASTM A 185, SIZE AS INDICATED ON THE DRAWINGS. P. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR SOIL SHALL BE 3. THE CONTRACTOR IS REQUIRED TO PROVIDE THE HOMEOWNER WITH ALL REQUIRED LICENSES, / 5. CONCRETE MATERIALS PORTLAND CEMENT: ANSI/ASTM C 150, TYPE 1 STONE AGGREGATE: PRESSURE TREATED WITH A WATER BOURNE PRESERVATIVE. INSURANCE CERTIFICATES AND INSURANCE COVERAGE. COURSE AND FINE AGGREGATE AS PER ASTM C 33 WATER: POTABLE Q. ALL MECHANICAL HOLES THROUGH ANY STRUCTURAL MEMBER SHALL BE AT THE 4. THE CONTRACTOR MUST TAKE ALL NECESSARY PRECAUTIONS AND ACTIONS TO SAFEGUARD THE g CONCRETE MIX MATERIALS SHALL BE PROPORTIONED IN ACCORDANCE WITH ALL BUILDINGCENTER LINE OF THE MEMBER IN COMPLIANCE WITH THE LATEST EDITION OF THE RESIDENCE AND ITS CONTENTS DURING THE CONSTRUCTION. CODE REQUIREMENTS AND HAVE ATWENTY-EIGHT DAY COMPRESSIVE STRENGTH OF 3000 PSI. WOOD STRUCTURAL DESIGN DATA SPECIFICATIONS. p�D 7. PREPARATION PREPARATION BEFORE PLACING CONCRETE SHALL CONFORM TO ACI 301, 5. THE CONTRACTOR IS TO FOLLOW ALL MANUFACTURERS SPECIFICATIONS FOR THE INSTALLATION i AS t�Mc�r�i R. CONTRACTORS ENGINEER TO PROVIDE CALCULATIONS FOR STRUCTURAL MEMBERS OF EQUIPMENT, PRODUCTS AND SYSTEMS EQUIPMENT. / y� CHAPTERS 8 AND 13 AND AS SPECIFIED AS FOLLOWS: AND FRAMING MEMBERS PRIOR TO INSTALLATION. ALL REVISED DRAWINGS SHALL BE 8. THE EXCAVATION SHALL BE TAKEN DOWN AS REQUIRED FOR THE BOTTOM OF THE FOOTINGS TO ACCOMPANIED BY STRUCTURAL ENGINEERING DRAWING. MINIMUM DEFLECTIONS 6. THE OWNER SHALL ARRANGE FOR THE SUPERVISION OF THE CONSTRUCTION WORK TO INSURE BEAR ON SUITABLE SUB-GRADE WITH A MINIMUM 2 TON GRADE OR AS INDICATED ON THE REQUIRED BY THE NYS RESIDENTIAL CODE FOR ANY STRUCTURAL MEMBER ARE THE COMPLIANCE WITH THE CONTRACT DOCUMENTS IF SO DESIRED. DRAWINGS. PER SQUARE FOOT BEARING CAPACITY AND A MINIMUM 3'-0" DEPTH BELOW RESPONSIBILITY OF THE CONTRACTOR AND THE CONTRACTORS ENGINEER. 9. ALL DEBRIS SHALL BE REMOVED FROM THE AREAS ONTO WHICH CONCRETE WILL BE PLACED, 9. NO DRAWINGS SHALL BE SCALED ; WRITTEN DIMENSIONS SHALL GOVERN ONLY. AND THE AREA SHOULD BE SMOOTHED AND LEVELED. CONNECTORS & FASTENERS OFNI�Y1 i 10. THE FORMS SHALL BE THOROUGHLY WETTED OR COATED WITH FORM RELEASE AGENTS AS 10. ALL LUMBER FOR JOIST AND RAFTERS SHALL BE HEM-FIR #2 HAVE A MIN. REPRESENTATIVE REQUIRED. A. ALL NAILING AND FASTENING SHALL COMPLY WITH THE APPLICABLE CODE'S NAIL FIBER STRESS OF 850 P.S.I, MARKED PRIOR TO DELIVERY TO JOBSITE, AND MIN BEARING OF 2"( �I 11. PLACING CONCRETE DEPOSIT CONCRETE AS NEAR AS POSSIBLE IN ITS FINAL POSITION TO FASTENING SCHEDULE. UNLESS OTHERWISE NOTED) AVOID SEGREGATION OF MATERIALS B. ALL FLUSH BEAMS,HEADERS, AND GIRDERS SHALL USE JOIST HANGERS TO SUPPORT ABUTTING JOISTS AND RAFTERS. O5 09/30/2013 ISSUE TO BUILDING DEPARTMENT 14. AL COLORS AND FINISHES ETC. SHALL BE SELECTED BY THE OWNER. 04 04�29�2013 ISSUE TO BUILDING DEPARTMENT 12. ONCE PLACING IS STARTED, CARRY IT ON AS A CONTINUOUS OPERATION UNTIL PLACEMENT OF THE SECTION IS COMPLETE. 20. ALL MASONRY WORK SHALL CONFORM TO R606,R607, R608, R611 AND R703 OF RCNYS. 13. THOROUGHLY CONSOLIDATE ALL CONCRETE BY SUITABLE MEANS DURING PLACEMENT, 03 02/28/2013 CONSTRUCTION DOCUMENT BID SEi WORKING IT AROUND ALL EMBEDDED FIXTURES AND IN TO CORNERS OF FORMS. WOOD FRAMING CONSTRUCTION 21. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AISC " SPECIFICATIONS FOR THE DESIGN , FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" STEEL SHALL 02 02/25/2013 75% PROGRESS ISSUE ) 4. LEVELING AND FINISHING ALL SLABS WITHIN 1/8" PER 10' NON CONTIGUOUS. MOISTURE CONTENT, GRADE #2 OR BETTER FLOATED AND TROWELD FINISHED SLABS SHALL BE LEVEL TO WITO A SMOOTH FINISH. ALL ALL FRAMING TO BE DOUGLAS FIR SOUTH WITH 19% MAXIMUM CONFORM TO THE ASTM A-36 AND A-501. ALL CONNECTIONS SHALL USE A-325 HS BOLTS OR 01 01/31/2013 ISSUE FOR BUILDING DEPARTMENT. b CO 15. ALL EXTERIOR SLABS AND WALKS TO RECEIVE A NON-SLIP BROOM FINISH. E70XX WELDS. N0. DATEISSUES/REVISIONS 16. ALL REQUIRED PITCHES IN SLABS TO BE UTILIZED FOR ACCESS SHALL BE ALLOWABLE DESIGN STRESSES: FRAMING 22. RAILINGS AND HANDRAILS, BOTH INTERIOR AND EXYETERIOR, SHALL BE DESIGNED TO RESIST MAX. 1: 12. LATERAL IMPACT AT TOP EQUIVALENT TO A MIN. LINEAR LOA© OF 50 LBS. PER FOOT AS PER EXTREME FIBER IN BENDING (Fb): R315 AND RCNYS. 17. CURING FRESH CONCRETE SHALL BE PROTECTED FROM HEAVY RAINS, FLOWING WATER, SINGLE MEMBER USE = 1, 200 PSI MECHANICAL INJURY AND FREEZING. REPETITIVE MEMBER USE = 1, 350 PSI 25. STAIRS, DOORS, AND EXITS SHALL COMPLY WITH R311,R312, AND R314 OF RCNYS. s',-. MODULUS OF ELASTICITY (E): 1, 300, 000 P51 33. DOUBLE ALL BEAMS AND JOISTS UNDER PARALLEL PARTITIONS AND AROUND OPENINGS INKE _ 18. CURE ALL CONCRETE AS PER ACI A30-1 CHAPTER 12 FLOORS AND ROOFS. '� HORIZONTAL SHEAR (Fv) 90 PSI -x DESIGN LOADS COMPRESSION PERPENDICULAR s .� "� r THESE PLANS WERE DESIGNED TO MEET THE EXTERNAL LOAD CONDITIONS NOTED BELLOW 38. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING AREAS LEFT EXPOSED AND OR s TO GRAIN : 520 PSI DAMMAGED DO THIS WORK WITH SIMILIAR MATERIAL OR AS DIRECTED BY THE OWNER. / r7 " A DEAD LOADS LIVE LOADS COMPRESSION PARALLEL ('>,1G111tt'GtS FLOOR TO GRAIN 950 PSI 39. PROVIDE HURRICANE CLIPS ON ALL ROOF RAFTERS. 10 PSF 40 PSF �� 1 o_R ALL SLABS TO BE 4' THK. UNLESS OTv ALL CONTINUOUS AND SPOT FOOTINGS 40. PROVIDE SIMPSON STRONG TIE JOIST HANGARS AT ALL FLUSH HEADER CONDITIONS. TO REST ON FIRM, UNDISTURBED SOIL SEE STEEL NOTES FOR T COL BASE PLATE INFO. WITH 4'-0" MININUM FROST COVERAGE. OTHERWISE NOTED. cOMrnERcagl. RESIDENTIAL puNNmc CORPORATE INTERIOR DESIGN CONT. FTGS SHALL BE REINF'D W/ (3)#5 BARS SLABS TO REST ON 6 MIL. POLYETHYLENE VAPOR FLASHING CO HURON ROAD, eENNING s VILLAGE ATENIC iiooi WITH 3' OF COVER GE ALONG BOTTOM OF RETARDER (EXCLUDING PORCH SLABS) ON 4' CRUSHED STONE. BUILDING CODE 0 F THE STATE OF FOOTING AND 1 1/2� ALONG SIDES OF FTG. REINF. SLABS W/ 6 x 6 - W2.9 x W2.9 W.W.F., INSTALL FLASHING ABOVE WINDOWS AND DOORS, AND NEW YORK DATA .iays Fax sie 375.1473n.net UNLESS OTHERWISE NOTED. E-maile-mad .qua r.kayloun@)verizon.net ALL CONTINUOUS FOOTINGS SHALL BE CONTROL JOINTS IN SLAB TO BE HAND AT ALL HORIZONTAL JOINTS IN SHEET SIDING. Internet www.quay0G7/RKo.htm PROVIDED W/ 2 x 4 KEY IN TOP OF FTGS. TOOLED TO A DEPTH OF 1". SPACE DETACHED ONE AND TWO FAMILY DWELLINGS SPOT FOOTINGS SHALL BE REINFORCED JOINTS 20'-0" O.C. MAXIMUM IN BOTH GUTTERS AND WATER SHED DWG TITLE WITH (3) #5 BARS, BOTH DIRECTIONS, DIRECTIONS, OR AS INDICATED ON FDN, PLAN. USE GROUP R-3 GENERAL NOTES WITH 3 OF COURAGE ALONG BOTTOM T PROVIDE BITUMINOUS EXPANSION JOINTS ALL LEADERS AND DOWN SPOUTS TO FLOW AWAY CONSTRUCTION CLASSIFICATION - TYPE V PROPOSED ADDITION FOOTING AND 1 1/2" ALONG SIDES OF FTG. WHEREVER SLAB ABUTS FOUNDATION WALLS. FROM EXISTING FOUNDATIONS AND ADJACENT STRUCTURES. PROVIDE 1/2" DIA x 16" L ANCHOR BOLTS PRIOR TO BACKFILLING, FOUNDATION WALLS HEIGHT LIMITATION (TABLE 503) - 3 STORIES JOB NO. DATE PROJ. DIR. SHALL BE ON MASTIC D WITH (2) LAYERS , 2012-592 12/12/2012 R.K. SPACED 4'-0" O.C. AT ALL FOUNDATION WALLS TROWELED ON MASTIC DAMPPROOFING REINF. WITH MEMBRANE NET BETWEEN LAYERS, DO NOT AREA LIMITATION (TABLE 503) - UNLIMITED DRAWN BY OKD. BY scale: TO RECEIVE WOOD SILL PLATES. PLA ES TO BACKFILL UNTIL IST FLOOR DECK IS IN PLACE. ALL WORK IN EXISTING AREAS TO CONFORM TO THE APPROPRIATE LEVEL OF F.D. R.K. SEE DRAWING BE (2) 2 x 6 P.T.,UNLESS OTHERWISE NOTED. COMPLIANCE IN ACCORDANCE DWG. NO. ALL CONCRETE FOR FOOTINGS AND FOUNDATION WITH APPENDIX J - RESIDENTIAL CODE OF NEW YORK STATE. WALLS TO HAVE A STRENGTH OF MIN 3000 PSI AT - 28 DAY TIME OF TESTING. ALL SLABS TO HAVE A MIN. STRENGTH OF 3500 PSI AT 28 DAY TIME OF TESTING. LOT 65 LAND NOW OR FORMERLY OF WILLIAM WELLS BUILDING CODE CRITER S 51 °53'30" E 150.00' The following are e erpts of th Residential Code of the State of New York. TABLE R301.2(1) CLIMATE AND EOGRAPHIC DESIGN CRITERIA PROVIDE SIMPSON STRONG TIE - N CONNECTORS TO ALL FLUSH SURVEY INFORMATION TAKEN FROM vnNO SUBJECT TO DAMAGE FROM / 6, SURVEY OF PROPERTY AT SOUTHOLD NEW YORK — GRpD"° DESIGN p gn as shield , STUD CONDITIONS. SNOW DESIGN Frost tine u^ Flood o SHED _ LOA) SPEED /MPH/ CATEGORY Weathering depth Termite Decoy Temp, required hazards 110 Macerate Mode to as per 6• MAP OF TERRY WATERS Exposure B SUFFO C Severe 3'-0" to Hes Moderate SUFFOLK: 11 Yes FEMA ! TAX MAP DISTRICT 1000 I HP �' SEC. 88 301.2.1.1 Design riteria: Area located where wind speeds equal or exceeds 110 miles Spq �'. EXISTG - PROPERTY er hour. Desig criteria based on American Forest and Paper Association (AF& PA) - GARAGE ai LOT 45 BLOCK SPl CD sod Frame nstruction Manual for One— and Two—Family Dwelling(WFCM). flit I'I'I � O TABLE R301.4 4, 42T 614' IMUM UNIFORMLY DISTRBUTED UVE LOADS TABLE R301.6 /In pounds per square foot/ ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS Q O He, O ALLOWABLE USE LIVE LOAD STRUCTURAL MEMBER DEFLECTION S " O Extemlor balconies 60 Rafters having slopes greater than 3:12 with Deeks 40 no finished telling attached to rafters L/180 LIJ 5. ' Passenger vehicle gamge5 50 Interior walls and partitions 1/180 `^ g- LOT 64 5p Attics without storage 10 Floors and plastered es L/360 ns Attlee with storage 20 All ocher structural members L/pop SEISMIC DETAIL 0 PROPOSED r 1 N-) NEW Yy STORY Exterior walls with plaster or stucco finish H/iso SCALE: N.T.S. CONSTRUCTION PROPOSED NEW SEPTIC SYSTEM Attics accessed by a Flxaa starlway (sea. Rsoz.3.t) 30 SEE ENGINEER DRAWINGS - Exterior walls - wind loads with brittle fnlehes 7]x/7 Rooms other than sleeping moms 40 L/zoo O 4B,6' 13.5' ///// (NOT INCLUDED IN THIS CONTRACT) � Sleeping rooms Exterior walls - winds loads with Flexible finishes L/120 DO m 30 Stairs 40 T O PROPOSED "suw Dual and handrails 200 z PAUO & COVEMUD up VERANDA WIND-BORNE DEBRIS REGION ® t 5.7' This project Is not located In a wind borne debris reglan. Contact architect far design loads. ® EIDSTG 1 STYEl "Simpson WD hli ROOK NAILING SCHEDULE PRorosE1CONSTRUCTIO ua• JOINT DESCRIPTION NUMBER OF COMMON NAILS NUMBER OF BOX NAILS NAIL SPACING REMARKSROOF FRAMING Rafter to fop plate (Toe-nailed) 3-Bd 3-IDd per raker AC WItt1 two H1'S ;1 CD Cetling Joist to tap plate (Toe-nailetl) 3-8tl 3-10d per rafter Installation to Joist C6 Ceiling Joist is Parallel Rather (Face-nailed) 5-16d 5-40d each lap N 51 '53',30" W 150.00' Gelling Joist Laps Over Partition (Face-naia-nalh la led) 5-16d 5-40d eacp C A P Collar tie to Rafter (Face-nailed) 3-8d 3-10a per be LOT 63 Blocking to Rafter (Toe-nulled) 2-8d 2-10,1 each end Rim Board to Rafter (End-nailed) 2-16d 3-16E each entl � i WALL FRAMING N- Tap Plate to Tap Place (Face-nailed) 2-16d 2-166 per fast / Vy ,LJtNOENr yr 2"MINIMU D GRAPHIC SCALE Top Plates at Inters Intersections (Face-nulled) 4-16d 6-16d pints - each sitle SIDE VE Stud to Stud (Face-nailetl) 2-16d 2-16d Header to Heatley (Face-nailed) led 16d 16"s.c. along edges Tap or BoFlam Plate to Stud (End-nailetl) 1-16d 1-led per stutl Bottom Plate to Floor joist, BandJolet, EndjutitPer foot _ ` w 1 / 5 / 1 O / 50 , q 11 O O ' 1 .J f�` �\ FN Blocking (Fsco-nalletl) 2-16d 2-16d (V'' IL1�1 FLOOR FRAMING Joist to Sill, Top Plate or Girder (Toe-nailed) 4-8tl 4-10d per joist ­ Bridging to Joist (Toe-nailed) z-fie 2-10tl ..all end Simpson Strong—Tie t�q Y OS 06/04/2013 ISSUE TO BUILDING DEPARTMENT/ REV 1 Blocking to Joist (Tae-nulled) 2-8d 2-1 Do such end AB ' / V3 04 04/29/2013 ISSUE TO BUILDING DEPARTMENT Blocking to 5111 or Top Plate (Toe-nailed) 3-16d 4-16d each block I Ledger Strip to Beam (Face-palled) 3-16tl 4-16d each joist BASE 03 02/28/2013 CONSTRUCTION DOCUMENT BID SET ,'IrV\//\J Joist on Ledger to Boom (Toe-nailed) 3-Bd 3-10a per jaInt 02 02/25/2013 75% PROGRESS ISSUE Bond Joist to Joist (End-nailed) 3—i6d 4-16d Per joist POST CONNECTOR DETAILS PROPERTY CALCULATIONS / / Band Joist to Sill or Plate (Tae-nailed) 2-16d 3-16d per foot 01 01 31 2013 ISSUE FOR BUILDING DEPARTMENT. ROOF SHFATHING LOT: N0. DATE ISSUES/REVISIONS LENGTH 100 FT Structural Panels Btl 10tl see diagram CEILING SHEATHING WIDTH X 1 FT Gypsum Wallboard @" drywaFl screws k' drywall screws 7" edge/ 10" field =15.0,0 00 SO FT WALL SHEATHING EXISTING ExB1Na+ PROPOSED Structural Panels ed 1od see diagram FIRST 1sr BDat ,,ala Gypsum Wallboard drywall screws }" drywall screws 7" edge/ 10' held FLOOR cwsaE ..&U- 1&U- So- VT& ,,e„ FLOOR SHEATHING T^TAL Cat Lor COVERAGEstructural Panels t" or less ed tOd 6" saga/ 12" field -1 ,,e„ sen. /,4000 m.rr=all x,m= Structural Panels greater than 1 lop 16d 6" edge/ 6" held _ ASPHALT ROOF SHINGLES TIE # HD2A O Asphalt Roof Shingles fi-12 ga, roofing nulls 9aly. s ee, stemless steel EACH CORNER sl0snxc+ PR^Fasm - -M Architects 11144CtS g per shingle oluminum or copper ® OF BUILDING PROPOSED uT Ragn ,ate sort xaxe ran. TOTAL IIVV// 6/ LOFT oxo nopR Zee son NEW t(t7 YORK SPACE aARApE ssa sq.n. �111J� 11' 1\.L Nulling: a Edges: 6" n enter mTAL Z.son. COMMERCIAL RESIDENTIAL PLANNING CORPORATE INTERIOR DESIGN ac Fleltl: 12" on center •o "ORAL Pit. Lor WYEIIAI£ 16% 67 HURON ROAD, BELLEROSE VILLAGE NY 11001 R1as sin./voOO sen- o,s x1po- 516.375.1473 Fax 516.375.1473 Nailing in Shod. re.. E-mail (4 feet wide from wall r.keyloun®verizon.net edge or ridge n 3" X 3" X Internet at TIE # www.quayO07/RKD.htm Including overhangs) MTS16 ® %4" # LBPS Y2 Leges on Fieldta'a 6" on " PLATE WITH DWG. nn.E COVER SHEET/ SITE PLAN titer 16" O.C. - dna avemangs Yz" DIA. X 16" STEEL TIE # LTP4 ANCHOR BOLT, PROPOSED ADDITION . ` Nailing for Wall Sheathing. 16" O.C. i I 10" Edges: 6' an center Fled- izan aenter II " EMBEDMENT . . .L JOB N0. DATE PROJ DIB. MINIMUM, 2012-592 2/12/2012 R.K. ". Simpson Strong—Tie cls �J 48 O.C. DRAWN BY CKD BY BCALE. Floor—to—Wall Connections F.D. R.K. SEE DRAWING DWG. NO - CS - 1 FLOOR TIE DETAIL 15'-D' DO LL 1 d of O LINE �F 3'-e' 0' 3'-8' a )11 PERMACAST +' COVERED TAPERED CONTRACTOR: mem..ee. PORCH EAVE a �'ki SQUARE MASIER@EDRDW m�wr�P mem.xW. oCEM�oJusx ° ° w COLUMN DO NOT SCALE DRAWINGS ° 55� nmxc % e[og0_au FOR DRAWIN PURPOSES ONLY'— r � TYP- EA.SD.) sxl AND D J CONCRET�F,I°& a d -- - — 6 0 - - - — DA NM BLUESTONE Q NEW GOING STOOP W/ `� B r Po W vnEms c cs PATIO ° 6wesroN TREAD Y O A. y 5 _3. D w� 4a o 3 0_1 ' FRENCH DOORS N W INOOW NEW ESCAPE o c o Q } � T= FW060611 APLR 2 4DH 43fi NEW ESCAPE _ �' END d v WINDOW DH2850 WINDOW DH2850 m � zooz — -__ 00—_11 __� / DEMs" I sG9 o — — . � 1x12"-- --- — F` w 1%2" fllich plate xo 4'-D' 1'_10' 6' 2` 1,_10. 2'_8' ,_D. 3,_D. T_e' �1Fo 11 F —� r 9yy9 39 Dttl �y 13 6' SD ��D 12 -8" aOV } Y�! PELCCAIEc 11NNyEXISTING ❑ DAMEEMOOM ` B ® 0 EXISRING EXISTING g • NI EN CJJ W BED OM 2 BEDROOM 3 5 41. EXI TING 5 O6 ig =�I oBAT RM. JJ L_1 z 'o 'a GARAGE9 LL NEW CONC STOOP W/ B B CRAWL 07 Q - BLUEBTONE TREAD I SPACE '° F- Ir DFMpIm ✓ 3i_8. (n mem wm. g II °�JIEN F-- DN I ACCESS ," s I CoO� ow I3 L _ W cL_0SEosEi w i — 4'-6' -6' 4'-6' © © in o 2"x12" W 1/2" flitch plate -- ---- U EHALLG 48" SPIRAL STAIR 1 = w i710 BY: SLATER STAIR az X '-0+� 9'-2' I 1(800) 368-8280 D w ® o DEM 0 E T I 0 N P LA N p� CATHEDRAL CEILI G UTI LOCATED XSTNG $0pw SCALE: 1/4 \ BOIL X BATH � - 6 - I --- LIVINGIR 0----- HW - - A�1FTnJD1T—_— —_—_------ -¢ OCATED N b KI HEN - -- 01 ^ O I ® aM < a w w3 0 r Qv . V j� Q YZ • • • .I • air ee '\/ z ® \ x o nFl • • m +x +' Wcac POST ON IcC ` - d A. 9MPSDN BASE ON �I N , k _ rN w 1S DIA CONCRETE T 10' PIFA.}-D'DEEP, TYPICAL WALL ON ®,I N✓ 9 R SERS SIN iv WALL e..e• i----------- ----------------------------------- _ S2) 2"X12" BEAM I _-___ _____ I I W-77 2 1lltcti Icfe--" - - --- — ---'— - S arxoma ThisA WTH EXISTING I \ p v 244WOH30�9 W GARAG OR RY +'-c• ac ------------------------------------------------------ SLAB ON GRADE 8-O'•WIDE GF SC mry $ I 3 © f CATHEDRALZO CEILING I iIu 3o WA AeFOUNw'• j F : PITS NEW WINDOW wa yyLyy 4D _ F-F� WA34+Y 3 o �\ , B CLOS. e• /�� P zo m PouxDAnDN �------------� i 3a I" 26'-1 — b wnLL NEW) UNEXCAVATEDi r-- ---- �E � �C z3 I I .. Z, ml m.: I \y •tNJWCENT�H�T T 6'- 2'-8' 2'-D' 12• 3'-0' 12' 2'-D' 2'-B' 2g t —_---___—_—_meveuu_ —--i______, 6 I� Q d° NEW WINDOW NEyyyy FRONT E DOOR NEW WINDOW z ///'''��1 �b NEW WA 38510 /W SID HTS WA 38510 // 1 Ma 1 I .,911 1 < ORI T $ �y HEIGHT COLUMN I Q � I I I u � �A @ STORAGE Oy�6�4 PERMACAST. I � EXISTING CIRAWL BASEMENT vouxonnW \ SQUARETAPERED °' _ IN BREAK LINE PORCH & 1 Y SPACE ACCESS ` WALL ®� ll I _____________—_----L_____________. \ yy \ COLUMN FOR DRA-WING PURPOSES ONLY STATIC TREAD- - - - - - j -_ --- --- n (TYP. EA.SD.) I '---------------, I ' i 05 06/04/2013 ISSUE TO BUILDING DEPARTMENT/ REV 1 12' 30' 04 04/29/2013 ISSUE TO BUILDING DEPARTMENT 1 FLOOR PLAN I 31 _-_-_ -- _--_- --__- -__s-_____ 03 02/28/2013 CONSTRUCTION DOCUMENT BID SET m 1 �NEW� UNEXCAVATED _aoxDAnON i� 02 02/25/2013 75% PROGRESS ISSUE -- - CONSTRUCTION LEC7END SCALE: 1/4" = 1 '-0" ---`---[----- SYMBOL DESCRIPTION F�O U------`-----------------I 01 01/31/20131 ISSUE FOR BUILDING DEPARTMENT. 0 EXISTING CONSTRUCTION vL N DA TTI O N PLAN NO. DATE ISSUES/REVISIONS TO BE DEMOLIHED SCALE: 1/4" =: 1 '-0" , coNsrRucrloN NorEs � EXISTING CONSTRUCTION TO REFLECTED CEILING NOTES REMAIN 1. DOUBLE JOISTS AND TRIMMERS & RAFTERS AND TRIMMERS AT ALL FLOOR AND ROOF OPENINGS. 2. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CEILING CONDITIONS FOR CLEARANCES, LIGHT FIXTURES, ETC., _7-7-7-7­7-�, NEW CONSTRUCTION 3. DOUBLE 2"x12" HEADERS AT ALL DOOR AND WINDOW OPENINGS OVER 6 FT. BEFORE PROCEEDING WITH WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. - 4. DOUBLE 2"X8" HEADERS AT ALL DOOR AND wlNDow OPENINGS OVER 4 Fr. 2. REFER TO ENGINEERING DRAWINGS FOR ALL REQUIRED EQUIPMENT AND INSTALL PER BUILDING STANDARD _ 5. DOUBLE 2"X8" HEADERS MIN. ' X 6. FLOOR CONSTRUCTION; 3/a' PLY WD. SUBFLOOR, WITH Yz"UNDERLAYMT PLY.WD. WITH BUILDING PAPER AND ALL APPLICABLE CODES AND LOCAL LAWS. 1 HOUR FIRE RATED PARTITION BETWEEN. STAGGER JOINTS of PLYWOOD. 3. ALL SWITCH LOCATIONS, THERMOSTATS AND OTHER WALL MOUNTED CONTROL DEVICES ARE TO BE FIELD . Aa'C�llteCtS y 1� & ASSEMBLY 7. USE CEMENT WALL BOARD IN BATHROOMS & WET AREAS (WIONDRA BD. OR EQUAL) AND WATER RESTIVE APPROVED BY ARCHITECT BEFORE INSTALLATION. GYP. BD. FOR REMAINDER OF BATHROOM. I 1 E. ALL FLOOR JOIST SHALL HAVE BRIDGING AT 8'-0' O.C. MAX.. NEW EW `Y_ORK * MINIMUM DEFLECTION AT ANY BEAM SHALL NOT EXCEED L/240. REFLECTED CEILING LEGEND pp� COMMERCIAL RESIDENTIAL PLANNING CORPORATE INTERIOR DESIGN DOOR CX, WINDOW D C W SCHEDULE ALL NEW WINDOWS TO BE "ANDERSEN" AS INDICATED ON DRAWINGS. WITH HIGH PERFORMANCE GLASS, O 1 ' X 4' WALL MOUNT LIGHT BAR FIXTURE - WALL MOUNIIED LIGHT SWITCH- "LEVITON" DECORA 67 HURON ROAD, BELLEROSE VILLAGE NY 11001 3- 4 LIGHT LIGHT BAR AS SELECTED BY X5601 -W ROCKER SWITCH (LETTERS INDICATE 516.375,1473 Fax 516.375.1473 BIFOLD CLOSET DOOR FINISH AND STYLE TO OWNER. CIRCUITS CONTROLLED AND NUMBER OF SWITCHES E-mail ck.quayC07/R o .htm 3'-0" WIDE X 6'-8" HIGH ENTRY DOOR FINISH Internet www.quoy007/RKO.htm A AND STYLE TO BE SELECTED BY OWNER I- BE SELECTED BY OWNERTELEPHONE AND ELECTRIC LEGEND QUAD TUBE LAMPS BY SYLVANIA,2-F032/835. REQUIRED). ExISTG DOOR TO BE REFINISHED AND QC WALL MOUNTED DUPLEX ELECTRICAL OUTLET. RECESSED FLUORESCENT DOWNLIGHT - "LIGHTOLIER" 3 OWG. TITLE © 2'-B" WIDE X 6'—a" HIGH ENTRY DOOR FINISH Gx REINSTALLED As PER LOCATION INDICATED B 8031 CLP/610 , (VOLTAGE) 6" APERTURE, CLEAR � WALL MOUNTED 3-WAY LIGHT SWITCH - "LEVITON" FLOOR PLANS AND STYLE TO BE SELECTED BY OWNER S WALL MOUNTED DUPLEX ELECTRICAL OUTLET ON ALZAK CONE, WITH 2 2" PLC 3500K QUAD TUBE DECORA #5603-W ROCKER SWITCH (LETTERS A SEPARATE CIRCUIT, LAMPS, BY SYLVANIA W/1 -CF32DT/E/IN/835. INDICATE CIRCUITS CONTROLLED AND NUMBER OF AND STYLE TO BE SELECTED BY OWNER © 2'-6" WIDE X 6'-8" HIGH WOOD DOOR FINISH O PAIR OF WOOD SLIDING DOORS FINISH AND SWITCHES REQUIRED).STYLE TO BE SELECTED BY OWNER 0U1 O WALL MOUNTED DUPLEX ELECTRICAL GROUND C � SURFACE MOUNT WALL SCONSE JOB NO. DATE I PRGJ. DTR. D RFIXTURE SELECTED BY OWNER. 2012-592 12/12/2012 R.K. BYWIDE x 6'—a" FINISH AND STYLE ro BE SELECTED O ExlsrG DOOR ro REMAIN. FAULT INTERRUPTER OUTLET. Cn� WALL MOUPVTED DIMMER SWITCH -"LEVTON" BY OWNER DECORA �6i621-W DIMMER CONTROL (LETTERS DRAWN BY ceD BY SCALE: Ona DOOR BELL. D CEILING HUNG CHANDALIER INDICATE CIRCUITS CONTROLLED AND NUMBER OF F.D. R.K. SEE DRAWING 2'-0" WIDE X (MATCH EXISTG HEIGHT) PATIO ENTRY �/ 2'-6" WIDE X 6'-8" SCREEN WOOD DOOR FIXTURE AS SELECTED BY OWNER DWG. NO. DOOR FINISH AND STYLE TO BE SELECTED BY OWNER FINISH AND STYLE TO BE SELECTED BY OWNER SWITCHES REQUIRED). © CABLE T.V. CEILING HUNG CHANDALIER ® 70 CFM E FIXTURE AS SELECTED BY OWNER ® HVAC AIR OUTLETS A EXHAUST FAN B NEW WINDOW NEW WINDOW NEW WINDOW 244DH2436 244DH2550 244DH2850 C� �D! 5,_0• ° B 9, 4 161_0. F 1_0. TU W.I.C. NEW ASTER B ROOM [Ell of NEW O W a © BEDROOM 2 O CLO . o 00 • __ x = SHOWE ®1E'�ILC� w it .:f11 `J a 5'-B' O !w Q zN J NEWNEW, la w QN \\\ MASTER B0DROOM 1 BATH R Ot�° ILL M �' w w �Z. x 20 HALL I ® N om m ! !o m x. • 2•X12" R.J,� © 1 0 I NEW NIS A ----- O - - -L BEl�BDOtd_2- --- f x mr A �---- --t- 0 ,� - --------- ! I 22 CHIMN Y 4 ! ! w.l.c. F c o . 3 j ` L- - - - — J NEW WNDOWI NEW WINDOW NEW ANDERSEN OVAL 244DH2650 1244DH2850 WINDOW B SEE WINDOW SCHEDULE SECOND FLOOR PLAN ! SCALE: 1/4' = 1 '-0" ! �, I I L - - —- - — - - - - — - B D Plies NgRcy,T ' �C9 �1 k, Ir yF� oe o m PITC fT fT I �O350 I16�,p ®� lr®dt NfLo' PITS 05 06/04/2013 ISSUE TO BUILDING DEPARTMENT/ REV 1 1-4 04 04/29/2013 ISSUE TO BUILDING DEPARTMENT 1 a PITCH 03 02/28/2013 CONSTRUCTION DOCUMENT BID SET 02 02/25/2013 75% PROGRESS ISSUE - 01 01/31/2013 ISSUE FOR BUILDING DEPARTMENT. N0. DATE ISSUES/REVISIONS � PITCH a ---------------- 7-----------------I- - -------------------------- A J � PITCH :.� Architects NEW YORK COMMERCIAL RESIDENTIAL PLANNING CORPORATE INTERIOR DESIGN PITCH PITCH 1 67 HURON ROAD, BELLEROSE VILLAGE NY 11001 516.375.1473 Fax 516.375.1473 E—mail r.keyloun®verizon.net Internet www.quayG07/RKD,htm 1 DWG. TITLE PLANS 1 JOB NO. DATE PROJ. DIR. , 2012-592 12/12/2012 R.K. DRAWN BY CKD. BY SCALE: F.D. R.K. SEE DRAWING I DWG. N0. ? ROOF PLAN B A - 2 SCALE: 1/4" = 1 '-0" CONTINUOUS PRE-FAB RIDGE z VENT WITH INSECT SCREEN TO CONTINUOUS PRE-FAB RIDGE RECEIVE CAP SHINGLE. VENT WITH INSECT SCREEN TO RECEIVE CAP SHINGLE. Ilk RIDGE o o N ELE=23'-6" z RIDGE W o 0 r 4", .04 ALUMINUM BOX ELE=23'-6" x u' TIMBER AND MILLWORK ARCH GUTTER SET 1/2" CLEAR uj 0 0 (SEE DETAIL ON SHEET A-6) OF ROOF PLANE. (TYP.) NEW ROOF CONSTRUWON ti r ALUMINUM LEADERS, (GUTTER AND DOWNSPOUTS o o NEW CEDAR IMPRESSIONS - — - z MNYL SIDING GUTTERS, AND FASCIA - - - - - - G) - � OMITTED FOR CLARITY) — - - - - 0 0 z A O © / LOW RIDGE z o NEW ROOF CONSTRUCTION ,r ELE=16'-6' w ELE=15' -4" zZEQ Val 7 FYPON OR EO ARCH m _ — — — ——— —— (SFE DETAIL ON SHEET A-6 In EXISTING ROOF ---� LEIS RIDGE -- GUTTER SET 1/2' CLEAR NEW MNri SIDING OF ROOF PLANE. (TYP.) QA A ALUMINUM LEADERS, SECOND _ _ ____ __ _ GUTTERS AND FASCIA FINISHED SECOND FLDOR ELE10- NEW 20' (AT'BASEF fF-MONvr iv v v� ------ -- ------------------ iu FLOOR ELE=1D-2 z - -[ I - - TAPERE COLUMN (TYPJ 2"H. 'CULTURED STONE' I SIDING UoU WATER TABLE W/ 1" 0 0 0 r PROJECTION IN PROFILE AS tt VINYL COLOR & NEW NEW STON BLUE SELECTED B OWNER AND N z sTY� a o STONE FACADE STONE ARCHITECT (TTB.) o o z SELECTED `w �+ 2 ' M X FACADE AND CPARAOP NGS 2 M NEW MNri SIDING / o BY OWNER. oY AND PARAPET / Iz yr LO sr PARAPET COLOR TO BE SELECTED BY m o o z I ^ z /�� ❑1 OWNER GARAGE w o 0 0 0 0 X NLYI CEDAR IMPRESSIONS o 0 0 0 0 0 0 0 Fic�a o FIRST VINYL SIDING - - - FINISHED FIRST \�L/ ELE 0 0 _ ___ _ 0 0 0 .. o m�� FLO GRADE-1 2 GRADE \ 2'H. 'CULTURED STONE WATER TABLE W/ 1" F--___ r r N� PRO EC ON INPROFIEAS 1 FRONT ELEVATION 2 cAFT /E ELEVATION r__---w~ 11 _J X j SELECTED B OWNER AND ___LT w i al¢cHHEcr (TYP.) SCALE: 1 4" = 1 '-0' ___________________J� ILII ------------------------------------- ------------------ ____________________________________________J L------------------------------------------ -_______________________________________- OA OA/T T/ T F/ H� OB 131'-6' MNri SIDING - COLOR & STYLE 2x10 @ 16 D.c. SELECTED ks / BY OWNER. F IN 9aF y® VERANDA ^ 3 ^ I I I I OS 06/04/2013 ISSUE TO BUILDING DEPARTMENT/ REV 1 I 8" CONCRETE PATIO NTH04 04/29/2013 ISSUE TO BUILDING DEPARTMENT 1 _ —_ _ - - _ - BLUESTONE. - — - — - - 03 02/28/2013 CONSTRUCTION DOCUMENT BID SES aJ y IJ J REFER TO DECK DETAIL 02 02/25/2013 75% PROGRESS ISSUE REAR ELEVATION SOF HEET A-300 &MART SHEET A-aoo LE�f ELEVATION @ I I i i t I 01 01/31/2013 ISSUE FOR BUILDING DEPARTMENT. SCALE: 1/4" = 1'-0" 1 I . I I . VERANDA scALE: i/4" = 1'—G" NO. DATE ISSUES/REVISIONS ------- -------------------- i . II' ' i I•' 1 -------------- L FJ 7 DOOR SCHEDULE a 1 TYPE MATERIAL WIDTH HEIGHT FRAME SADDLE REMARKS a . A 1 WOOD 3'-0" 6'-H" WOOD WOOD ENTRY DOOR- OWNER SELECTED. Al Architects NEW YORK NOTE: CONTRACTOR TO SUPPLY AND INSTALL ALL DOOR HARDWARE SELECTED BY OWNER $ 75.00 COMMERCIAL RESIDENTIAL PLANNING CORPORATE INTERIOR DESIGN PER DOOR ALLOWANCE 67 HURON ROAD, BELLEROSE VILLAGE NY 11001 516.375.1473 Fax 516.375.1473 ALL EXTERIOR DOORS TO BE INSULATED & WEATHERSTRIPPED E—mail r.keyloun®verizon.net Internet www.quoy007/RKD.htm ALL INTERIOR DOORS TO BE SOLID CORE, WOOD, READY FOR FINISH UNLESS OTHERWISE NOTED MNri SIDING DWG TLE COLOR & STYLE NOTE: ELEVATIONS SELECTED BY OWNER. INSTALL SADDLES AND/OR TRANSITION STRIPS AT ALL CHANGES IN FLOOR MATERIAL, LOCATE CENTERED IN DOOR SUCH THAT WHEN DOOR IS CLOSED, MATERIAL ON OPPOSITE SIDE CAN NOT BE SEEN JOB N0. DATE PROJ. DTR. WINDOW SCHEDULE 2012-592 12/12/2012 R.K. o ) o TYPE OPERATION MATERIAL WIDTH HEIGHT MANUFACTURER HEADER HEIGHT COLOR REMARKS DRAWN BY CKD BY SCALE- F.D. R.K. SEE DRAWING o ) A DOUBLE HUNG VINYL 2'-0" 3'-2" ANDERSON 7'-0" BY OWNER MODEL #244DH2850 owc. NO. B DOUBLE HUNG VINYL 3'-3" 5'-2" ANDERSON 7'-0" BY OWNER MODEL # DL3052 EXISTING CONSTRUCTTEN C BASIC OVAL VINYL 3'-0" 4'-8" ANDERSON BY OWNER MODEL # OVL3048 — WITH 4 KEYBLOCKS NEw PO¢cH RIGHT ELEVATION D DOUBLE HUNG VINYL 3'-2" 5'-7" ANDERSON 7'-9" BY OWNER MODEL # WA 38510 A - 3 r1------ -'-j TSCALE: E DOUBLE HUNG VNYL 3'-0" 4'-7" ANDERSON 7'-9BY OWNER MODEL # WA 3442 L------- ---;S 1/4" = V-0' I I CLASS 'A' FIBERGLASS SHINGLE ROOF, AS MANUFACTURED BY "GAF" "TIMBERLINE" 15# FELT, MIN. 6" LAP 1/2" EXT. GRADE PLYWOOD SHEATHING 2 x 6 COLLAR TIES @ 16" O.C. DIIIaNEr IN ? CUW AT 2/3 RIDGE HT. FUREMOUNOI REYaxo Y2' GYPSUM RIDGE 1 N BOARD SECURED Yz' GYPSUM BOARD CLASS 'A' FIBERGLASS SHINGLE ROOF, AS TO CEILING JOIST, SECURED TO CEILING MANUFACTURED BY "GAF" "TIMBERLINE" INSTALL R-30 JOIST, INSTALL R-30 SOFFIT CONSTRUCTION: SS FIBERGLASS BATT ;o PROVIDE 2 x 4 SOFFIT 15# FELT, MIN. 6" LAP NSULATION BATT 1 BEAMS @ 16" O.C. SECURED 1/2" EXT. GRADE PLYWOOD SHEATHING o INSULATION " TO RAFTERS AND CONT. 2 x 2 x 6 COLLAR TIES ® 16" O.C. u U 4 NAILER AT WALL. AT 2/3 RIDGE HT. PERFORATED SOFFIT PANELS � I z z 0 3 3/4" PLYWOOD w MASTER BEDROOM HALL BED ROOM / BEDROOM HALIL BATH ROOM SUBFLOOR 6" ALUMINUM SECURED TO m CLOSET WRAPPED FASCIA FLOOR JOIST, SEE SECTION ONE PLAN FOR SIZE SECOND _ _ VAULT CNUNIG SHOWER BOOR &'� W VY G' � n'. Yl IY VY IY Yl tl � ELE=10'-2' — — U zK F Z U ,I x KITCHEN WING ROOM UTIUTY RM HALL BATHROOM GAME ROOM GARAGE ENRTY FOYER BATH ROOM HALL BEDROOM x w 12" X 8" WOOD LEDGER SECURE6 Tb y T� 1 6/6 1 1 1 1 1 1 III —r III !FOUNDATION WITH "" DIA. X 41' LONG i i i li I _I__L___ 1 I 1 1 1 1STEEL ANCHOR ® 24" O.C., SECUREr L_L r oil'- li 1 1 b (JOIST WITH METAL JOIST HANGERS ! L---i------- ___j I�/I w 1 NEW STORAGE BASEMENT 1 1 SSI 1 1 8" POURED CONCRETE 1 1 -------------------------------------------------------- SECTION ! m S C O -------------- 1 1 1 -`--`T r1--`�--------------------- ---------------------------rJ-- TI 1��-------------------------------------------------------------------- 1 1 1 1FOUNDATON WALL W/ 2" RGq I I I I I ----� !INSULATION L____J L____1______ SCALE: 1/4' = 1 '-0' --------------- SCALE: 1/4" = 1 '-0" ----------------------------1-- 1 1 1 ! 2'-0" X 12" DEEP CONCRETE FOOTING WITH i ------------------------ L2" X 4" KEYWAY ON UNDISTURBED EARTH NEW 6' RADIUS �J �J TRIM BOARD EXTERIOR WALL CONSTRUCTION (SIDE) ONE HOUR FCR. OVER GARAGE SCREW ATTACH (2) LAYERS 'CULTURED STONE' VENEER EXT. WALL CONSTRUCTION EXTERIOR WALL CONSTRUCTION (SIDE, REAR, FRONT) 0 HR RATED (1)HR RATED OF 5/8" TYPE 'X' GYP. BD. BOTTOM OF JOISTS. INSULATE (FRONT AND SIDE) (0)HR TYPE 'X' GYP. BD. FINISH WITH (1) LAYER OF R-30 FIBERGLASS BATT INSUL. W/ INSTALL ENTIRE ASSEMBLY IN ACCORDANCE W/ GYP. BD. FINISH VAPOR RETARDER AGAINST UNDERSIDE OF SUBFLOOR MANUFACTURERS SPEC'S —� 1 2 2x4 WOOD STUDS ® 16" O.C. / D 2" NOMINAL ADHERED MASONRY VENEER, AS MANUF. 2x4 WOOD STUDS 16" O.C. R-15 FIBERGLASS BATT INSUL. W/ VAPOR RETARDER �C R-15 MIN., FIBERGLASS �y MtNCEN} BETWEEN STUDS NEW FYPON COLUMN BY 'CULTURED STONE' OR APPROVED EQUAL C� < INSULATION BETWEEN STUDS WITH VAPOR RETARDER 6/6�� 4Y" n 3/6" NOM. MORTAR SCRATCH COAT 1. TYPE 'X' WATER RESISTANT GYP. BD. 'RECESSED PANEL" 20' EXTERIOR GRADE PLYWOOD SHEATHING 15# FELT, MIN. 4" LAP. BASE 13"TOP 18 GA. MIN. WOVEN WIRE MESH INSTALLED WITH CORROSION 2 I RESISTANT FASTENERS, MIN. 1" INTO STUDS, 6" O.C. VERT. 15# FELT, MIN. 4" LAP. Y2" XPS RIGID FOAM BACKERBOARD (2) LAYERS OF 15 LB FELT INSTALLED IN SHINGLE FASHION, VERT. Y2 1. XPS RIGID FOAM BACKERBOARD VINYL SIDING. JOINTS LAPPED 6" MIN. VINYL SIDING. 1x3 DIAG. LET—IN BRACING AT CORNERS, EA. FLOOR A� � 36611' Y2" CDX PLYWOOD SHEATHING ®N J 2—D 2x4 STUDS 016" O.C. R-15 FIBER BATT INSULATION W/ VAPOR RETARDER YZ' GYP. BD. FINISH 05 O6 D4 2013 ISSUE TO BUILDING DEPARTMENT REV 1 04 04 29 2013 ISSUE TO BUILDING DEPARTMENT C SECTION FRONT PORTICO \TICO 03 02/28/2013 CONSTRUCTION DOCUMENT BID SET CSCALE: 1/4" = 1 '-0" 02 02/25/2013 75% PROGRESS ISSUE 01 01/31/2013 ISSUE FOR BUILDING DEPARTMENT. CQ NO. DATE ISSUES/REVISIONS 51MP60N STROhK� TIE M69FL 6610 (14)10d COMMON MALS PER MANUFAGTLRERS SPEC. TIE # CS16 ® 16" 0 C. SIMPSON 5TRLNe TIE S• TtR MODEL L5iA9 ® 16' OL 1 "� - RATES (S)IOd COMMON NAILS ALLOW FOR AIRWAY PER MANPACTLRER6 SPEC BLANKET SOLATION ��uu ROOF SHEATHING ,I1 R46f DOUBLE TOP PLATE ROOF RAFTER TAIL V 1 RAFTER MOLDING MEIdA C�IAAp FI�SHIING 5q WINDPN LOOKOUT LEDGER 'N �APISAM ® EXTERIOR FDR CONTINUOUS RIDGE VENT ®SOP P E A, SO DER x y �' 300 ASPHALT SHINGLES MMET ggAS ,I FINISH FASCIA # RAMNG EEEVE #15 BUILDING FELT SEALENT ® ROOF & m r b WALL SHEATHING 1/2" PLYWOOD SHEATHING PIPE PENETRATION "+ `.(5, [-�Lchitelr`1.S' FASCIA BACKER BUILT—UP ROOFING FRIEZE BOARD LOOKOUT RIDGE (SEE PLAN FOR SIZE) 3/4" PLYWOOD F.R.T. NEW �� T/ SIDING SOFFIT PANEL DO NOT RESTRICT7 WOOD NAILER 1 \L 1 7 �T�� TJ ROSE 2"%4" STUDS AIR FLOW rS'F ,101ST 41f 7V I lil K FPR SLFFORT TIE # LTP4 ROOF SOFFIT VENT SLOT ROOF RAFTERS (SEE PLAN OR SIZE) 'LACK STUDS ® 16" O.0 RAFTER (SEE PLAN FOR SIZE) WOOD BRIDGING COMMERCIAL RESIDENTIAL PLANNING CORPORATE INTERIOR DESIGN METAL SCREENING NAILED R-19 BATT INSULATION Simpson Strong—Tie OVER SLOT VENT 1/2" GYPSUM BOARD 67 HURON ROAD, BELLEROSE VILLAGE NY 11001 Floor—to—Floor Cannectlons CONTINUOUS SLOT SOFFIT VENTS PIPE PENETRATION 516.375.1473 Fax 516.375.1473 HDR TO STUD STRAPPING FLOOR TIE DETAIL RAFTER TIE DETAIL © RIDGE SOFFIT VENTING RIDGE VENT DETAIL THRU ROOF DETAIL Ete.ii www.quay007/RKD.htm NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE DWG TITLE USE A MINIMUM OF SECTIONS & DETAILS TWO Bd NAILS THIS SIDE OF RR. DOUBLE TOP 2"X4" STUDS 016" O.C. TOTAL FOUR PLATE GYPSUM BOARD 2X4" STUDS 6d NAILS EACH FACE ®16" O.C. INTO RR. NOTE: BOTTOM OF ALL DOOR JOB N0. DATE PROJ. DTR. STEEL BEAM BUILT UP FLITCH BEAM BUILT UP 2"X4" FILLER TODLINE WINDOW HEADERS 2012-592 12/12/2012 R.K. WOOD GIRDER WOOD GIRDER 2"X4" SNDS 2"X4" BASE BLOCKS ®16' O.C. PLATE Ed TWO TIE # H7 ® i6" O.C. DRAWN BY OKD BY SCALE: NUTS AND LAG BOLTS LAG BOLTS GUSSET PLATE INTO F.D. R.K. SEE DRAWING BOLTS BOTH SIDES PLATES EAWER, SEE OF COLUMN 2"X4" BASE 2"X4" FILLER 2"X4' BASE pLq� BLOCKS PLATE EIGHT PLANT FOR SIZE DWG. NO. STEEL LALLY STEEL LA LLY STEEL LALLY INTO Ed AILS WALL STUDS COLUMN COLUMN COLUMN WOOD POST INTERIOR WALL ASSEMBLY (TYP.) OUTSIDE CORNER INSIDE CORNER SND ®16" O.C. OR WOOD POST BUILT—UP CORNER POST COLUMN DETAILS WALL CONSTRUCTION DETAILS RAFTER TIE DETAIL HEADER FRAMIING NOT TO SPAIF NDT TO GCAIF NOT TO SCALE NOT TO SCALE e TABLE 3.1 NAILING SCHEDULE AS PER ANSI/AF&PA WFCM-1995 (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) (TABLE 3.30) TABLE 1: MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES NUMBER OF FASTEST MILE WINDSPEED (MPH) FASTEST MILE WINDSPEED (MPH) INSULATION THICKNESS IN INCHES BY PIPE SIZES JOINT DESCRIPTION NAIL SPACING FRAMING FRAMING COMMON NAILS SPACING ROOF SPAN (FT.) 90 MPH SPACING ROOF SPAN (FT.) 90 MPH HEATED WATER NON-CIRCULATING RUNOUTS CIRCULA¶NG MAINS AND RUNOUTS ROOF FRAMING (IN.) NAILS IN EA. END OF (IN.) NAILS IN EA, END OF TEMPERATURE (F) UP TO 1" UP TO 1.25" 1.5" TO 2.0" OVER 2" RAPIER ID 70P PLATE (TOE-NAILED): Ul('x20 GAGE STRAP tY"x20 GAGE STRAP 170-180 0.5 1.0 1.5 1 2.0 12" O.C. SPACING (3) ed PER RAFTER 12'-0" (2) 8d 12'-0" (2) 8d 140-160 0.5 0.5 1.0 1 1.5 16" O.C. SPACING (3) Ed PER RAFTER 16'-0" (2) 8d 16'-0" (3) ed 100-130 0.5 1 0.5 0.5 1 1.0 CEIUNG JOIST TO TOP PLATE (TOE-NAILED): 20'-0" (2) Bd 20'4' (3) Ed 12" O.C. SPACING (3) Ed PER JOIST 12 24'-O" (2) 8d 19.2 24'-0" (4) Bd 16" OC SPACING (3) ed PER JOIST 28'-0" (3) Ed 28'-0" (4) ed TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES CEILING JOIST TO PARALLEL RAFTER (FACE NAILED): ROOF SPAN 32'-0' (3) ed 32'-0" (4) Ed 12'-0" 20'-0" 28'-0" 36'-D" 36'-0" (3) 8d 36'-0" (5) Ed 12" O,C. SPACING 3:12 PITCH (4)ted (6) Had (e) Isd (11) led EACH LAP 12'-0" (2) ed12'-0" (J) Bd PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE 16" O.C. SPACING 3:12 PITCH (5)led (e) lad (H) led (14) led EACH LAP 16'-D" (2) ed 16'-0" (3) 8d TYPES RANGE (F) 2" RUNOUTS 1" AND LESS 1.25" TO 2" 2.5" TO 4" 12" O.C. SPACING 4:12 PITCH (3) ted (5)lad (6) led (e)led EACH LAP 20'-0" (3) 8d 20'-0" (4) ed NEATM BYB71EF0 " 16" D.C. SPACING 4.12 PITCH (4) led (e) led (s) led (II)led EACH LAP 16 24'-0" (3) ed 24 24'-0" (4) Ed LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 12" O.C. SPACING 5:12 PITCH (3) I6d (4) I6d (5) led (7) I6d EACH LAP 2B'-0' (J) Ed 28'-0" (5) ed LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 32'-0" (4) ed 32'-0" (5) ed STEAM CONDENSATE (FOR FEED WATER 16" D.C. SPACING 5:12 PITCH W) 16d (5) Ise (7)16d (9) led EACH LAP 35'-0" (4) 8d J6'-O" (6) ed QCOLQ1G81f61 ) ANY 1.0 1.0 1.5 2.0 12" O.C. SPACING 7:12 PITCH (3) 1sa (3) Ise (4)tea (s) Isd EACH LAP CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 16" O.C. SPACING 7.12 PITCH (3) led (4) led (5) led (6) led EACH LAP I NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. OF WALL 2.0 SHEATHING IS NAILED 3" ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NA91NG REQUIREMENTS AND BRINE 120-200 1 0,5 1 1.0 1 1.0 1.5 12" O.C. SPACING 9:12 PITCH (3) led (3) led (3) led (4) Had EACH LAP FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO 16" D.C. SPACING 9:12 PITCH 13) led (3) led (4) led (5) led EACH LAP MAINTAIN THE LOAD PATH ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS" AS PER 12" O.C. SPACING 12:12 PITCH (3) led (3) led (3) led (3) led EACH LAP 2 WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE TABLE R301.6 OF THE RESIDENTIAL CODE OF NEW YORK 16" O.C. SPACING 12:12 PITCH (3) led (3) led (3) fed (4)ted EACH LAP PERMITTED TO BE REDUCED TO (1) 16d NAIL PER FOOT. CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED): 12'-0' 20' ROOF SPAN RAFTER TO TOP PLATE / C N I01T i0 TOP P ADINT NOTES (TABLE 33A ANSAF&PA WCM-1995STRUCTURAL MEMBER ALLOWABLE -0' 28'-0' 36'-0" DEFLECTION 12" O.C. SPACING 3:12 PITCH (4)led (6)led (8) led (11)led EACH LAP -10d BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 8d COMMON NAILS RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 16" OC. SPACING 3:12 PITCH (5) led (8)ted (D) Had (14) led EACH LAP -WHEN CEILING JOIST ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND WITH NO FINISHED CEIUNG ATTACHED TO 12" O.C. SPACING 4:12 PITCH (3) tsd (5)led (s) led (e) Ise EACH LAP AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED RAFTERS 16" O.C. SPACING 4:12 PITCH (4) led (e)ted (e)led (n) led EACH LAP INTERIOR WALLS AND PARTITIONS H/180 -TO AVOID SPLITTING, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING FLOORS AND PLASTERED CEILINGS L/360 12" O.C. SPACING 5:12 PITCH (3) led (4)led (5)lad (7) led EACH LAP JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 TOP PLATE / 16" O.C. SPACING 5:12 PITCH (3) led (5) led (7)ted (9) led EACH LAP CEILING JOIST TO PARALLEL RAFTER / CEIUNG JOIST LAPS OVER PARTITIONS JOINT NOTES ALL OTHER STRUCTURAL MEMBERS L/240 12" O.C. SPACING 7:12 PITCH (3) led (3) led (4) led (5) lea EACH LAP (TABLE 3.7 ANS1/AF&PA WFCM-1995} EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/3fi0 16" O.C. SPACING 7:12 PITCH (3) led (4) led (5) led (e) led EACH LAP -NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE CLINCHED EXTERIOR WALLS - WIND LOADS WITH BRITTLE L/240 12" O.C. SPACING 9:12 PITCH (3) led (3) led (3) led (4) led EACH LAP FINISHES -HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARING WALL, HEADER 16" O.C. SPACING 9:12 PITCH (3) led (3) led (4) 16d (5) and EACH LAP OR RIDGE BEAM EXTERIOR WALLS - WIND LOADS WTH FlF%iBLE L/120 FINISHES 12" O.C. SPACING 12:12 PITCH (3) led (3) and (3) led (3)Ise EACH LAP -WHEN INTERMEDIATE SUPPORT OF THE RAFTER I5 PROVIDE BY VERTICAL STRUTS OR PURLINS TO A LOAD BEARING NOTE: L=SPAN LENGTH, H=SPAN HEIGHT 16" O.C. SPACING 12.12 PITCH (3) Had (3) led (3) led (4)ted EACH LAP WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED a THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS D.7 RIDGE STRAPPING (TABLE 3.4) SPAN PROPORTIONALLY TO TUE REDUCTION IN SPAN 12'-0" (2) Bd TIMES THE COMPONENT RMIT CLADDING LOADS FOR TUE 16'-0" (3) Ed -EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES PURPOSES OF THE DETERMINING DEFLECTION LIMITS HEREIN r_ 20'-0" (4) 8d 3:12 PITCH 24'-0" (4) 8d EACH END OF STRAP -TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CODING JOISTS OR RAFTER TIES ARE LOCATED AT TUE IF II BOTTOM OF THE ATTIC SPACE, WHEN CEILING JOIST OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE DESIGN LOADS AND SPECIFICATIONS 28'-D" (5) 8d THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY TUE FOLLOWING FACTORS: 36'-0" (6) fid CEIUNG HBGHT/ HEEL AGE CONNECTION CHUNG HEIGHT/ HEEL JOINT CONNECTION GROUND SNOW LOAD 45 PSF ROOF RIDGE HEIGHT AOJJ51MENi FACTORS ADOF GORE HEIGHT Apdp5lMENi FACTORS CEIUNG LIVE LOAD 20 PSF A � 12'-0" (2) 8d 5 8 e.aaEE]J13 1.50 16'-0" (2) ed 45 5.06 1.33 SECOND FLOOR LIVE LOAD 30 PSF 20'-0" (3) ed 3 4 3GO 1.25FIRST FLOOR LIVE LOAD 40 PSF 4:12 PITCH 24'-0" (3) Bd 2 33OD 1.20EACH END OF STRAP I z &o0 1.11 WIND SPEED 110 MPH 28'-0" (4) ed 1 32'-0" (4) ed SEISMIC DESIGN CATEGORY C 36'-O° (5) Ed COLLAR TIE TO RAFTER NOTES (TABLE 3.4 ANSI/AF&PA WFCM-1995) WEATHER INDEX SEVERE 12'-0" (2) Ed -TABULATED CONNECTION REQUIREMENTS ARE BASE ON TOTAL UPLIFT MINUS 2/3 OF TUE ROOF ASSEMBLY DEAD LOAD FROST UNE DEPTH 3 FEET " 16'-0" (2) Bd (2/3 x 10psf) TERMITE MODERATE TO HEAVY 20'-0" (2) Ed -WHEN THE TABULATED NUMBER OF NAIILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO 1 AND THE FRAMING DECAY SLIGHT TO MODERATE 5:12 PITCH 24'-0" (3) ed EACH END OF STRAP IS ATTACHED IN ACCORDANCE WITH TABLE 3.1, THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT REQUIRED WINTER DESIGN TEMPERATURE 13 28'-D" (3) ed ICE SHIELD UNDERLAYMENT REQUIRED YES 32'-D" (4) ed -WHEN A COLOR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF 10d COMMON NAILS REQUIRED IN EACH �p L 36'-O° (4) Ed ENO OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF Ed NAILS IN A STEEL STRAP "(E \g NNC.NT y�? 12'-0" (2) Ed -TABULATED CONNECTION REQUIREMENTS ARE BASED ON 12" RIDGE STRAP SPACING, FOR DIFFERENT RIDGE STRAP WARM ROOF SNOW LOADS: AS PER TABLE ASCE 7-98 SECT. 7.4 AND FIGURE 7-2 0 ISI 16'-0" (2) 6d SPACING MULTIPLY THERID TABULATED VALUES BY THE APPROPRIATE MULTIPLIERHARDWARE BELOW: IF THE NUMBER OF NAILS IN p 20'-0" (2) 8d EACH END OF TUE RIDGE STRAP EXCESS B, SPECIAL CONNECTION HARDWARE IS REQUIRED 6:12 PITCH 24'-0" (3) 8d EACH END OF STRAP SLOPE CS GSL LIVE LOAD >'7 RIDGE CONNECTION SPACING IN, 12 I6 19.2 24 49 72 28'-O" (3) ed 3:12 O.BS % 45 PSF 40 PSF MULiwuBH 1 OR 1 133 1 vsG 1 zao 1 4.ap 1 a 00 32'-0" (3) 8d 4:12 % 45 PSF 36 PSF -TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT 33 FEET, FOR MEAN ROOF HEIGHTS OF 15 FEET 5:12 0.77 4 X 45 PSF 34 PSF �yZ` 12'-0" (1) Ed OR LESS, THE TABULATED VALUES SHAILL BE PERMITTED TO BE MULTIPLIED BY 0.80 6:12 0,87 X 45 PSF 30 PSF Op N� 16'-0" (2) Ed 7:12 0.fi X 45 PSF 27 PSF 20'-0" (2) 8d TABLE 3.8 ROOF F ATTACHMENT REQUIREMENTS FOR WIND LOADS 7:12-12:12 PITCH 24'-0" (2) ed EACH END OF S1RAP AS PER ANSIAF&PA PA NVWFCM-1995 8:12 0.56 X 45 PSF 25 PSF STRUCTURAL SHEATHING MAXIMUM 9:12 0.51 X 45 PSF 23 PSF 28'-0' (3) 8d RAFTER/TRUSS NAIL SPACING FOR ed COMMON 3z-0" (3) 6d 0:12 0.48 X 45 PSF zz PSF 05 06 04 2013 ISSUE TO BUILDING DEPARTMENT SHEATHING LOCATION SPACING NAILS (INCHES, O.C.) / / / REV 1 36'-0" (J) fid 11:12 0.44 X 45 PSF 20 PSF l BLOCKING TO RAPIER (TOE-NAILED (INCHES, O.C.) 110 MPH ZONE 120 MPH ZONE ,FSI 2) fid EACH END E F E F 2:12 0.3e % 45 PSF e PSF 04 04/29/2013 ISSUE TO BUILDING DEPARTMENT RIM BOARD TO RAFTER END NAILED) (2) TU EACH END 12" O.C. 6 12 6 6 WALL FRAMING 4' PERIMETER EDGE ZONE 16" DO. 6 6 6 s 03 02/28/2013 CONSTRUCTION DOCUMENT BID SET TOP PLATE TO TOP PLATE (FACE NAILED) (2) led PER FOOT 12" O.C. 6 12 6 12 MINIMUM DESIGN DEAD LOADS* AS PER INTERIOR LOCATION TABLE C3-1 ASCE 7-98 TOP PLATE AT INTERSECTIONS FACE NAILED) (4) 16d JOINTS - EACH SIDE 16" O.C. 6 12 6 12 02 02/25/2013 75% PROGRESS ISSUE I� STUD TO STUD FACE NAILED) 2) 16d 24" O.C. GABLE ENDWALL RAKE AND RAKE TRUSS 4 4 4' 4' COMPONENT LOAD �L HEADER TO HEADER (FACE NAILED) 16d 16" O.C. ALONG EDGES (psf) 01 01/31/2013 ISSUE FOR BUILDING DEPARTMENT. TOP OR BOTTOM PLATE TO STUD (END NAILED): RAFTER/TRUSS c E l u N c s N0. DATE ISSUES REVISIONS (2) Led PER 2x4 STUD SHEATHING SIZE SPACING MINIMUM NUMBER OF ed COMMON GYPSUM BOARD (1/2-In.) 7,0 ISSUES/ (3) 16d PER 2x6 STUD NAILS PER SUPPORT (4) I6d PER 2x8 STUD (INCHES, O.C.) GYPSUM BOARD (5/8-In.) 9.0 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, o- 1x6 OR 1x6 SHEATHING 12-19.2 2 2 SUSPENDED STEEL CHANNEL SYSTEM 2.0 ENDJOIST, OR BLOCKING (FACE NAILS (2) led ' PER FOOT 1x10 OR LARGER COVERINGS, ROOF, AND WALL P/ FLOOR FRAMING SHEATHING 12-19'2 3 3 ASPHALT SHINGLES 20 JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) (4) 8d PER JOIST E = NAIL SPACING AT PANEL EDGES (INCHES) GYPSUM SHEATHING, 1/2-In. 2.0 BRIDGING TO JOIST (TOE NAILS) (2) ed EACH END F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) PLYWOOD (per 1/2-in.) 1.6 BLOCKING TO JOIST (TDO NAILS (2) 8d EACH END BLOCKING TO SRL OR TO TOP PLATE (TOE NAMED) (3) d 1 FOR ROOF SHEATHING WTHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH SIDE OF RIGID1/2-in.INSULATION, 0.75 lEACH BLOCK THEN ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USE LEDGER STRIP TO BEAM (FACE NAMED) (3) led EACH JOIST SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 JOIST ON LEDGER TO BEAM (TOE NAILED) (3) ed PER JOIST 2 TABULATED 12 INCH. O.C. NAIL SPACING ASSUMES SHEATHING ATTACHETO RAFTER/TRUSS FRAMING MEMBERS BITUMINOUS, SMOOTH SURFACE I"1r"xT BAND JOIST TO JOIST (END NAILED) (3) 16d PER JOIST WITH G > 049 FOR FRAMING MEMBERS WITH G < 0.49 G < 0.49, THE NAIL SPACING SHALL BE REDUCED BY 6 INCH. O.0 WATERPROOFING MEMBRANE 15 BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2) I6dPER FOOT t"' Architects ROOF SHEATHING 3 TABULATED 6 INCH. O.C. NAIL SPACING ASSUMES SHEATHING ATTACHETO RAFTER/TRUSS FRAMING MEMBERS WITH FLOORS AND FLOOR FINISHES NEW T ` /� 7>>> G > 0,49. FOR FRAMING MEMBERS; W1H C < 0.49 G < 0,49, THE NAIL SPACING SHALL BE REDUCE BY 4 INCH. O.C. CERAMIC n. QUARRY TILE (3/4-In.) L� t A f �� � STRUCTURAL PANELS ed 'SEE TABLE 38+ 4 ON 1/2-In. MORTAR BED 16'0 E DIAGONAL BOARD SHEATHING TABULATED 4 INCH. O.C. NAIL SPACING ASSUMES SHEATHING ATfACHETO RAFTER/TRUSS FRAMING MEMBERS W11H 1"x6" OR 1"x8" (2) Ed PER SUPPORT G > 0.49. FOR FRAMING MEMBERS I WITH G < 0.49 G < 0.49, THE NAIL SPACING SHALL BE REDUCED BY 3 INCH O.C. HARDWOOD FLOORING, 7/7-In. 4.0 COMMERCIAL RESIDENTIAL PLANNING CORPORATE INTERIOR DESIGN 1"x10" OR WIDER (3) ed PER SUPPORT TABLE 39 WALL SHEATHING ATDACHMENT REQUIREMENTS FOR WIND LOADS LINOLEUM OR ASPHALT TILE, 1/4-In. 1.0 67 HURON ROAD, BELLEROSE VILLAGE NY 11001 CEIUNG SHEATHING AS PER ANSI/AF&PA WFCM-1995 SUBFLOORING, 3/4-In. 3.0 516.375 1473 Fax 516.375.1473 GYPSUM WALL BAORD 5d COOLERS 7" EDGE / 10" FIELD STRUCTURAL SHEATHING OR PANEL SIDING FLOORS, WOOD JOIST (no plaster) 12-In. 16-In. E-mail r.keyloun®verizon.net MAXIMUM NAIL SPACING FOR ed COMMON WALL SHEATHING ; SND SPACING JOIST SIZES (In.) O.C. O.C. Internet www.quayOD7/RKD.htm STRUCTURAL PANELS Ed *SEE TABLE 3.9* SHEATHING LOCATION (INCHES, O.C.) NAILS (INCHES, O.C.) FIBERBOARD PANELS 110 MPH ZONE 120 MPH ZONE 2x6 6 5 Owc. TITLE 7/16" 6d 3" EDGE / 6" FIELD E F E F 2x8 6 6 NAILING SCHEDULE 25ALL Ed 3" EDGE / 6" FIELD 4' EDGE ZONE 12" O.C. 6 12 6 12 2x10 7 7 1fi" O.C. fi 12 fi 12 GYPSUM WALL BAORD 5d COOLERS 7" EDGE / 10" FIELD 2x12 8 7 HARDBOARD ed -SEE TABLE 39+ INTERIOR ZONE 12" O.C. 6 12 6 12 -11 PARTICLEBOARD PANELS ed *SEE TABLE 3.9+ 16" O.C. 6 12 6 12 FRAME PARTITION S DIAGONAL BOARD SHEATHING WOOD OR STEEL STUDS, 1/2-In. GYP. BOTH SIDES B.D JOB NO. DATE PROJ. DIR. 1"x6" OR 1"x8" (2) ed PER SUPPORT SHEATHING SIZE STUD SPACING MINIMUM NUMBER OF ed COMMON F R A M E W A L L S 2012-592 12/12/2012 R.K. 1"x10" OR WIDER (3) ed PER SUPPORT INCHES, O,C,) NAILS PER SUPPORT EXTERIOR STUD WALLS: DRAWN BY OKD. BY SCALE: FLOOR SHEATHING 1x6 OR 1x8 SHEATHING 12-19.2 2 2 2x4 016-In., 5/5-in. GYPSUM, F.D. R.K. SEE DRAWING HOG OR LARGER INSULATED, 3/8-m. SIDING 11'0 STRUCTURAL PANELS 12-19.2 3 3 DWG. NO 1 INCH OR LESS ed 6' EDGE / 12" FIELD SHEATHING 26 , 5/8-in. GYPSUM, - GREATER THAN 1 INCH 10d 6" EDGE / 6" FIELD E = NAIL SPACING AT PANEL EDGES (INCHES) INSULATED, 3/8-In. SIDING 120 DIAGONAL BOARD SHEATHING F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) A - 5 � INV OR 1"xB" (2) ed PER SUPPORT EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 A _ "�rr l 1 FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENTS SHALL BE USE + WEIGHTS OF MASONARY INCLUDE MOTAR BUT NOT PLASTER. FOR 1"x10" OR WIDER (3) ed PER SUPPORT TABULATE 12 INCH RS NAIL SPACING ASSUMES SNAIL SPA ATTACHE TO SR DUCED MEMBERS WITH D.C.> 0.49. PLASTER, ADD 5 ih H2 FOR EACH FACE PLASTERED. VALUES 2 FOR FRAMING MEMBERS WNG, GAL < G <0.BO TUE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES . / 3 FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TORE SUBSINTED FOR COMMON NAILS GIVEN REPRESENT AVERAGES IN SOME CASES THERE IA CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION.