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HomeMy WebLinkAbout38658-Z N ~ Residential Code of New York State 2010 General specifications Location snap CIRCLE INDICATES ONE MILE RADIUS c+TT A ww~T1 OI7L ,D Sheet Notes: Sinclair/Schiff Residence Private Rd (Kayleighs Ct) East Marion NY 11939 Lo NG ISLAN Climatic & Geographic Design Criteria table R301.2 (1) CONCRETE WORK (R402-R407) O 1. ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS AND THE FOLLOWING STAND, Whiter EXCEPT WHERE MORE STRINGENT REQUIREMENT5 SHOWN OR SPECIFIED SHALL GOVERN, .LOWIN65TANDARDS Ui'I Zgl,bqGOVERN, '.I?i 11.1, ' M 81 E N ~b'35-01„ E 1", jr"~Jjrr 51.69: Y Ground Wind Seismic Subject to damage From: Flood Ice shield 111 78.18' n snow design design z load Speed (mph) CaL weathering frost teunite temp ,eq d hazard AGI 301 "5PECIFIGATI0N5 FOR STRUCTURAL. CONCRETE FOR BJILDIN65" LATEST REVISION. 1 BOTTOM OF BANK Site data: I 11 TOWN OF SOUTHOLD 'R-60' RESIDENCE SCTM %1000-22-03-04 J 45 120 G SEVERE 56, M-H II YES 1984-1998 AGI 502 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" LATEST REVISION. Use & SINGLE FAMILY RESIDENTIAL AGI 511 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION' occupancy classification: CONSTRUCTION CLASSIFICATION TYPE V-5 LATEST REVISION. NATRAL EARM 1 1.0~ ml 1 ~ PATH TO BEACH . ~ TOP Or BANK PRINCIPLE BLDG AGI 516 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" 60' FRONT TS' REAR Typical code requirements: LATEST REVISION. -ALL INTERIOR AND EXTERIOR WALL COVERINGS ARE TO BE INSTALLED IN ACCORDANCE WITH SECTIONS AGI 541 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" GOA5TAL ER05ION HAZARD LINE A5 SOALC-O 20' SIDE MIN) FROM COASTAL EROSION HAZARO AREA MAP' 'n R,102.1, RTo2.5 AND TABLE 102.5.5 AND '105.4 (SEE RC-10 LATEST REVISION. TOWN OF SOUTHOLO PHOTO NO 5O-611-55 45' SIDE TOTAL) _ 35'HEIGHT -ALL INSULATION TO BE INSTALLED AS PER AND MEET THE REQUIREMENTS OF SECTION R520 CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD Z -ALL INTERIOR FINISHES SHALL BE FIRE RATED AS PER SECTION R520 PRACTICE" LATEST REVISION. - r LIMIT OF EXISTING Z. AGI 305, 506 "MIXING AND PLACING OF CONCRETE DURING HOT AND ...Winne Q VEGE7A71ON SITE AREA: JJ -ALIGN ALL RAFTERS OVER STUDS GOLD WEATHER" LATEST REVISION. 1 -ALL WALL FRAMING TO COMPLY WP1H R602.10 THROUGH R602.10.10 2 BASEMENT, FOUNDATION, EXTERIOR WALLS < OTHER VERTICAL CONCRETE SHALL HAVE A COt . - bvm Pone LL HAVE A COMPRESSIVE UPLAND 443,426 57 LINE or IOO' SETBACK BANK 20,"!95 Sr FROM TOP OF BANK -ALL NEW WINDOWS t DOORS TO HAVE A MIN. DF RATING OF 50 AS PER SEG. R501.1.2.1 d TABLE R501.2 5TRENSTH OF 9000 1-51 ® 28 DAYS. PORCHES, CARPORTS t GARAGE CONCRETE SLABS SH. flR RETE SLABS SHALL HAVE EXISTING TOTAL 464,221 5F PROVIDE FOR BLOCKING AS PER SECTION R602.8 A COMPRESSIVE STRENGTH OF 3500 P51 ® 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED. - TOTAL AIR CONTENT BY VOL. OF CONC) SHALL NOT BE LESS THAN 5% OR MORE THAN 1 R JR 1; 1 II ENTRAINED. - l< LIMIT A EXISTNG MORE THAN "T veG_rAT1arv r: TON F: EXISTING LOT COVERAGE: ObT% -ALL EXTERIOR WALLS TO BE SHEAR WALLS IN ACCORDANCE WITH WFCM 3.4.42 AND TABLE 5.11 A45 APPLICABLE STANDARDS VSTEECONCACI RETE 310 AND OR ASTM E TI G THEREOF S HALL COMPLY WITH THE PLY WITH THE es -ALL NEW PLUMBING FIXTURES To BE IN ACCORDANCE W/ SECTION R501 < FIGURE R501.2 z 5. ALL WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A165, LATEST REVISIC Iit 1'' II I I 1, .ATEST REVISION. HOUSES 2,956 SF SHEDS '743 5F Eas[Marlo i I Iv f ` 6 A MINIMUM BEARING II ti Loads table R301.5 Deflection table R301.7 4. ALL FOOTINGS 190 vNVS PER 5SHALL BEAR N N ANY UNDISTURBED W CAPACITY OF 2000 ANY PROPOSED STRUCTURE iED STRUCTURE. IF TOTAL 5,101 5F USE DEAD LOAD LIVE LOAD STRUCTURAL MEMBER ALLOWABLE DETERMINED BY THE ARCHITECT, THE ACTUAL SOIL BEARING SETTLEMENT CHARACTERISTICS : RAG7ERISTIGS SHALL BE 16INEER. THE OWNER SHALL w,m luX. 1 Ili II~~ 11 EXISTING FRAME HOUSES PROPOSED FUTURE IC Y20 POOL, PROPOSED LOT COVERAGE: 0.95% TERRACE, ! OPEN TRELLI5 DEFLECTION A55ESSEP BY A QUALIFIED SOILS TEST LABORATORY AND 6EOTEGHNICAL ENGINEER. THE ON BEAR THE EXPENSE OF TESTING. HOUSE 1,5215F ROOFS 12 PSF 45 PSF RAFTERS HAVING SLOPES GREATER L/180 UI c~ , h~ till Ilk,. II IeJ. 41.1' 41.4' R/O PORCHES 11-41 Sr THAN 5/12 VTO RAFTERS FINISHED CEILING ATTACHED MASONRY WORK (R4O4) \ HEDS) ) . (2558 SF)F) PROPOSED FUTURE POOL HOUSE (S W/ OUTDOOR SHOWER FLOORS (SLEEPING) 12 PEP 50 FSF INTERIOR WALLS R PARTITIONS H/180 I. ALL MASONRY WORK SHALL CONFORM To THE REQUIREMENTS OF AGI 590 / ASGES / TMS 40 L TO j r f l l~ryr' ' e 1 I' TO EE REMOVED - aI LIMIT OF EXI5TING ,5,:,E5 /7715 402 em1 os ow oe oe , rz a vEGErAn ON - TOTAL . . 1,612 5F FLOORS (NON-SLEEPING) 12 PSF 40 PSF FLOOR ¢ PLASTERED CEILINGS L1560 2. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90-99, U ,STM 090-99, LATEST - WE 57RENSTH. 7it;l _ IOD.p' IOD.O' RLOH"C ~F WAY A DECKS 10 P51M 40 PEP ALL OTHER STRUCTURAL MEMBERS L/240 REVISION, FOR FULL LOAD BEARIN6 MASONRY UNITS WITH MAXIMUM COMPRE551VE STRENGTH. 1.H BALCONIES 10 PEP 60 PEP EXTERIOR WALLS W/ PLASTER OR H1560 9. MORTAR TYPE SHALL BE SUITED FOR THE PARTICULAR ENVIRONMENT IN WHICH MASONRY 15 L. I MASONRY 15 LOCATED COMPLY WITH ' STUCCO FINISH 61VIN6 DUE/ pR~EGARD FOR STRESS, THERMAL AND MOISTURE CONDITIONS AND COMPLY WITH A5TM 210 (R6OTU PROPOSED E STORY, FRAME RE5I0ENOE ATTIC H1 STORAGE 9 P5F 20 PEP EXTERIOR WALLS-WIND LOAD51 W/ L/240 BRITTLE FINISHES 4. PREMOULDED AND KEYED VERTICAL EXPANSION JOINTS SHALL BE LOCATED AT 20 FOOT INT 4T 20 FOOT INTERVALS. SPECIAL SHAPED MASONRY UNITS CAPABLE OF TRANSMITTIN6 SHEAR SHALL BE UTILIZED 3E UTILIZED ATTIC, Y410 STORAGE 9 P5F 10 PSF EXTERIOR WALLS-WIND LOADS" W/ L/120 UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED AT JOINT LOCATIONS. FLEXIBLE FINISHES 'IONS. FROP05_O ORIVEWAY I MOTOR COURT GARAGE - 50 PEP -THE WIND LOAD SHALL BE PERMITTED TO BE 5. RUNNING BOND MASONRY COURSES ARE REQUIRED AT ALL LOCATIONS. TAKEN AS 0.1 TIMES THE COMPONENT S GLADDING 6. ALL INTERIOR AND EXTERIOR MASONRY JOINTS SHALL 5E TOOLED OR RODDED, NOT RAKED. 3D, NOT RAKED. 1 Q RAILINGS 200 #/LF LOADS FOR THE PURPOSES OF THE DETERMINING Z DEFLECTION LIMITS HEREIN. T TRUSSED GALVANIZED STEEL HORIZONTAL REINFORCING 15 REQUIRED AT 16" MAXIMUM INTERb Z INCLUDING CORNERS, INTERSECTIONS AND PILASTERS. HORIZONTAL JOINT REINFORCING SHALL 1AXIMUM INTERVALS IFORGIN6 SHALL BE Room requirements (R303 through R305) OUR-O-WALL OR EQUAL. w a ARE REQUIRED AT r ROOM AREA HEIGHT LIGHT % VENTILATION % EGRESS 8. IN ADDITION REINFORCING INDICATED, GRADE 60 •4 REINFORCING VOWELS ARE REQUIRE[ 2- 48" O.G. INTERVALS EXTENDING UPWARD ONE FOURTH THE HALL WALL HE16 HEIGHT OR 50" WHICHEVER IE P WHICHEVER IS FAMILY RM/KITGHEN 520 5F VARIES 34.34 Sr T 11.46 5F 2 6.11 5F 15 GREATER, AND ENCASED IN GROUT FILLED CELLS. FULL HEIGHT #4 BARS ARE REQUIRED Al EE REQUIRED AT 96" RETE FOUNDATION BEDRM #1 213 SF VARIES 59.05 5F 18 26.48 57 13 16.12 5F INTERVALS WITH FULLY GROUTED CELL5, BARS SHALL BE EMBEDDED IN CONCRETE FOUNDATI, SUFFICIENTLY TO DEVELOP ADEQUATE ANCHORAGE. SEDRM •2 225 SF VARIES 54.52 5F 24 25,54 SF II 16.12 5F 57RUGTURAL 5TEEL (502205-502205) 1. ALL SMOURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS HEI 1 IUIREMENT5 HEREIN INDICATED AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWIN6 STANDA 7WIN6 STANDARDS. WHERE CONFLICTS OCCUR, THE MORE STRINGENT STANDARD SHALL APPLY, -Y' Area calculations ' RESIDENTIAL CODE OF NEW YORK STATE DESCRIPTION AREA REMARKS BUILDING CODE OF NEW YORK STATE PROPOSED FIRST FLOOR 1,521 Sr INCLUDING 1,400 SF GARAGE SPACE (UNHABITABLE) Uj THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS AND STRU, 165 AND STRUCTURESI SHALL BE IN ACCORDANCE WITH EITHER THE AISG LOAD) AND RESISTANCE FACTOR DE .E FACTOR DESIGN PROPOSED SECOND FLOOR 1,986 SF 'EI IFIGATION FOR PROPOSED R/O PORCHES 91 510 -ALL HABITABLE PROMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISG-LRFD), AGO SPECIFICATION F OR A15G SPECIFICATIONS °rv 6% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, STRUCTURAL STEEL STEELHOLLOWOWABLE 5TRUGTURAL STRESS DESH6N (AISGISG--ASD) OR AISG SPEC REQUIR DOORS, LOWERS OR OTHER APPROVED OFENIN65 TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE FOR THE DESIGN OF STEEL HOLLO7N5 (A HSS). WHERE DITION WHERE REQUIRED, THE EXISTING RESIDENCE STRUCTURES 2,959 5F TO BE REMOVED THE ADDITIONAL `o PROVIDED-w)TH READY ACCE55 OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING SEISMIC DESIGN OF STEEL STRUCTURES SHALL BE IN N AC4 AGaGORDANGE WITH THE ADDITION OCCUPANTS. THE MINIMUM OPENASLE AREA TO THE OUTDOORS SHALL BE 4% OF THE PROVISIONS OF BG 2212. EXISTING SHEDS 745 Sr TO BE REMOVED FLOOR AREA BEING VENTILATED. (R505.1) AN51/AW5 PH "STRUCTURAL WELDING CODE-STEEL", LATEST REVISION. "EXCEPTION: THE GLAZED AREAS NEED NOT BE PROVIDED IN ROOMS WHERE MECHANICAL VENTILATION IS 2. ALL FRAMING MEMBERS SHALL BE SHOP FABRICATED MOR BOLTED FIELD ASSEMBLY. PROVIDED AND ARTIFICIAL LIGHT 15 PROVIDED CAPABLE OF PRODUCING AN AVERAGE GUTTING OR DRILLING, WHEN REQUIRED, SHALL BE CLEAFRLY NOTED ON THE DRAWINGS. D ASSEMBLY. FIELD ` M DRAWINGS. ALL 1 EITHER STAMPED, 50UMINATI THEr 6 rO LOCAL ES (6..6 LUX) OVEIR T E AREA OF THE ROOM AT A HEIGHT OF FRAMING MEMBERS SHALL CARRY AN EASILY VISIBLE IDENTIFYING MARK, EITHER STAN " ABOVE FLOOR - (RSO5, 2) STENCILED s u! : W PROVIDE 110 GFM MECHANICAL VENTILATION IN BATHS WITH NO VENTING WINDOWS. (R505.5) OR PAINTED. 5. ALL FIELD CONNECTIONS SHALL BE BOLTED. BOLTS SHALL BE MACHINE BOLTS CONFOF 301-75 GONFORMINS O TO ASTM SPECIFICATIONS A525 OR A490 AS SHOWN ON THE DRAWINGS. THE PAYING THE FAYING SURFACES 4 0 0 OF ALL BOLTED CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR D15TORI pV LS OR DISTORTIONS. - n N General conditions ALL BOLTS SHALL BE ELECTRO-ZING PLATED. v_ 1. ALL DESIGN, FABRICATION AND CONSTRUCTION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH 4. ALL STRUCTURAL STEEL SHALL BE ASTM A-56 (FY = 36 KSU 3 I N N °rv APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE 5. ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED.. BOLTS TO BE 5/4" AND ASTM /4" AND A57M A-525 py FOLLOWING: AND MEET AISG SPECIFICATIONS, SECTION 1.16, WELDS TO BE ETOXX AND MEET AISG MEET AISG Abbreviations & Symbols -WFCM 2001 5PECIFICATION5, SECTION 1.11. ALL SPECIFICATIONS TO BE LATEST REVISION. -RESIDENTIAL CODE OF NEW YORK STATE 2010 ,ION. -MECHANICAL CODE OF NEW YORK STATE 2oOV 6. ALL WELDIN6 SHALL BE DONE BY LICENSED WELDERS. BF BI-FOLD O CON5T. NOTE SECT/DTL # -FUEL AND 6A5 CODE OF NEW YORK STATE 2010 T ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM TO ARCHITECTURAL RISC IREME AL REQUIREMENTS. BRNG BEARING # SHEET # Revisions: WHERE CONFLICTS ARISE, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. GK M ~LUMINUM GJ CEILING J015T ALL ERMIINES, 5PECIFICATIONS AND Oor E5 THERECT LRNIEHEE IF THE A Hlmcr ARE AND SHALL EI THE PvcrERTY OFTHEARRIreCT, MEr ARETOBEUSEDOWrHIVRE5PECTTETHISPROJECT.ARe 3 2. THE GENERAL CONTRACTOR 15 RE51-ON511BLE FOR COORDINATION OF WORK WITH ALL TRADES 50 THAT 0. ALL STEEL FLITCH PLATE5 TO BE THROUGH BOLTED WITH 510" DIAMETER STEEL BOLTS STEEL BOLTS AT Ib" O.G. # CIO CEILING 51 DEMO NOTE # 5 1 WT TO EE I YEO ON ANY OVER PROJECT 5JBMISSION OR OI57I9TION TO MEET Om01AL REOYLATORY RECUIREMENTS OR FOR OVER PURPOSES IN Crv SION RM THE FRI, 15 NOT TO EE CONSTRED AE NO CONFLICT OR DEFICIENCY RESULTS IN THE COMPLETED WORK. STAGGERED. CT - # III Co GLEAN OUT /CASED OPENING CONT CONTINUOUS ~I PUBLICATION IN EEReaATION Or THE ARCHITECT'S COPIMON LAH O'NOM OR OVER RCUWED ROME 5. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION ACTIVITIES. ~ CT COLLAR TIE 4. THE CONTRACTOR SHALL OBTAIN, PRESENT EVIDENCE OF, AND PAY FOR ALL PERMITS NECESSARY 5'1p1\UOTURAL LUMBER (8502, 8602, R802) GMU CONCRETE MASONRY UNIT 02 DOOR TAG INT. ELEV. # D DRYER # # SHEET # ~F TO CONDUCT THE WORK AND COMPLETE THIS CONTRACT. THE CONTRACTOR SHALL OBTAIN THE Dj DIAMETER ,TRUCTED IN BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY AND ALL REQUIRED APPROVALS. ALL WORK SHALL I. ALL FLOORS, WALLS, CEILINGS f ROOFS SHALL BE DESIGNED AND C0115TRUCTED IN BE PERFORMED IN STRICT ACCORDANCE WITH THE REGULATIONS AND REQUIREMENTS OF THE VARIOUS ACCORDANCE WITH THE SPAN TABLES FOUND IN THE RESIDENTIAL CODE OF NEW YORK NPJN YORK STATE DJ DECK JOIST ON DOWN V WINDOW TAG - Proposed CIVIL AGENCIES HAVING JURISDICTION THEREOF. OR IN ACCORDANCE WITH AF#PA / NDS AND A5OE-1. DW DISH w45HER REVISION 25"1.5'1' 25"1.5'1' UPON COMPLETION OF THE WORK PROVIDED FOR IN THIS CONTRACT, AND BEFORE FINAL PAYMENT SHALL BE MADE, THE CONTRACTOR SHALL FURNI5H THE OWNER WITH ANY NECESSARY CERTIFICATES OF 2. ALL LUMBER SHALL BE DOUGLAS FIR CONSTRUCTION GRADE #2 OR BETTER WITH THE FOLLOV II7H THE FOLLOWING ENI FIA EACHHWAIR INTAKE S yq-502.50" W 5'15'12'56 W OCCUPANCY OR CERTIFICATES OF COMPLIANCE ISSUED BY THESE VARIOUS A6ENGIE5. MINIMUM 57RE55 GRADES: FF FINISHED FLOOR 5. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE AND ARE SUBJECT TO REVISION AS PER ACTUAL FIELD CONDITIONS, THE DISCRETION OF THE OWNER, AND AS DIRECTED AND/OR APPROVED BENDING STRESS F5 - 5A5E: 015 ADJ: 110-1 F51 FJ FLOOR JOIST FIRE RATED S GALVANIZED SITE PLAN Windson Cove BY THE ARCHITECT. SHEAR STRESS PV = 95 Psi FIR am GYPSUM WALL BOARD 6. THE CONTRACTOR SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY MODULUS OF ELASTICITY E= 1.6 X 10' FBI STANDARDS. THE CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS OF WEATHER HT HEIGHT ;SCALE: V-100' Private Road 9 ON COMPLETED WORK, OR WORK IN PROGRESS. S. ALL FRAMING BRACKETS AND ANCHORS SHALL BE 16 CAUSE GALVANIZED STEEL BY 51MF50I EEL BY 51MF50N OR EQUAL. LVL LAMINATED VENEER LUMBER MEM MEMBRANE 1. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND EXPENSE OF TEMPORARY ENCLOSURES 4. ALL WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE TREATED PRESERVATIVE (F ZESERVATIVE (PTP) TIMBER. MFG'D MANUFACTURED SITE INFORMATION AS TAKEN FROM A SURVEY BY N SURVEY BY East Marion, New York 1 1939 MAY 15, 2015 WHERE NECESSARY OR WHERE GALLED FOR IN THE DRAWIN65. N75 NOT TO SCALE (NATHAN TAFT CORWIN III, LS., DATED MAY 15, 2015 ODE MARK OR A O.G. ON CENTER 5. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR S. ALL LOAD BEARING, DIMENSION LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OR REPLACED TO THE SATISFACTION OF THE CANER AND TO THE APPROVAL OF THE ARCHITECT, AT THE LUMBER Y TH R-ADIN& O SINSPECTION 3Y AN ACCREDITATION PG POURED CONCRETE WITH DT IO 9GENCY THAT HAS BEEN APPROVED BY AN ACCRED CONTRACTOR'S EXPENSE. 20. FTF PRESSURE TREATED PRESERVATIVE R R15ER -1. THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER 50 AS TO NOT IMPAIR THE STRUCTURAL RD ROOF DRAIN REF REFRIGERATOR LPA Architects LLP INTEGRITY OR STABILITY OF ADJACENT STRUCTURES, EQUIPMENT, OR UTILITIES. SHOULD DAMAGE OCCUR AS A RESULT OF THE WORK, THE CONTRACTOR SHALL REPAIR OR REPLACE SAID DAMAGED ITEMS. THE PLUMBING AND HEATING WORK (P2502 4 8305.8) REQ'D REQUIRED MINIMUM PIPE INSULATION SHALL COMPLY NV TABLE ELY VV TABLE 5045 OF THE ENERGY ARC H I T E C T U RE P LAN N I N G CONTRACTOR SHALL BEAR ANY AND ALL COSTS ASSOCIATED WITH WORK DISCONTINUATION, MATERIALS RR ROOF RAFTER Riser diagram (no scale) GON5ERVATION CONSTRUCTION CODE OF NYS. OF NYS. www.I pa - pl a n s, corn TESTING, REPAIR AND ALL MISCELLANEOUS RELATED ITEMS. I. PLUMBING - SANITARY, COLD AND HOT WATER, AND ALL OTHER PIPING SHALL CONFORI ,HALL CONFORM TO 50DHS SUFFOLK COUNTY DEPARTMENT THE OF HrALTH SERVICES 10. THE TERM "OWNER" SHALL REFER TO THE LEGAL OWNER of THE PROPERTY AND PREMISES AND ITS ALL LOCAL, COUNT OF THE STATE INREEM YORK. AND THE REQUIREMENT5 OF THE AGENTS OR REPRESENTATIVES. RESIDENTIAL CODE II. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THE CONTRACTOR'S SH SK SINK VENT THROUGH VEN1f THROUGH VENT THROUGH ROUGH Lemmen Paul Associates, Architects LLP ~F 21 Greeley Avenue Sayville, NY 11782 T TREAD QTHE ROOF QTHE (ROOF Q QTHE ROOF ACCEPTANCE of THE TERMS SPECIFIED HEREIN, AND SHALL BE INCORPORATED INTO ANY AND ALL 2. THE USE OF LEAD SOLDER IN PIPING JOINTS 15 STRICTLY PROHIBITED UNDER LAW. AGREEMENTS BETWEEN OWNER AND CONTRACTOR. PER LAW. T5 TERMITE SHIELD 14" 14" 14" 14" TYP TYPICAL 1 1 i Tel', 631 589 2914 Fax: 631 589 6935 Ira - Elans.com t,"ke 12. THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL 5, ALL HYDRONIG HEATING SUPPLY AND HOT WATER FIFES SHALL BE INSULATED. ATED. UON UNLESS OTHERWI5E NOTED i UTILITIES, ALL SUPPLY, WATTS AND HEATING PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF VIF VERIFY IN FIELD WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. HEATING SYSTEM SHALL BE EXISTING TO REMAIN. CONTRACTOR TO MODIFY AS REQUIR 15. THE CONTRACTOR SHALL, AT ALL TIMES, PROVIDE CONVENIENT ACCESS AND SAFE AND PROPER SUITABLE FOR COMFORT HEATING IN ACCORDANCE WITH THE REQUIREMENTS OF THE IFY AS TO BE W SHER I I{2" III/2" 1 I NTS OF THE (2" 111/2" 2" FACILITIES FOR THE INSPECTION OF ALL PARTS OF THE WORK. ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. WH WATER HEATER t NTH MIA WELDED WIRE MESH 6ATH #1 KITGHIEN tNTH #II UNAUTHORIZED ALTERATION DA A~ OF ANY ITEM ON THIS DOCUMENT 14. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME TO BE DEFECTIVE OR SUBSTANDARD SHALL BE 5 A VIOLATION NEW YORK RK STAT ATE LAN , REMEDIED AT ONCE, REGARDLESS OF PREVIOUS INSPECTIONS. 5. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMIT'S f PAY ALL FEES REQUIRED F 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWIN65, DIRECTED BY THE ARCHITECT HIS WORK. iE5 REQUIRED FOR AND AS PER SITE CONDITIONS DEMAND, SHALL BE DISPOSED OF PROPERLY IN APPROVED WALL LEGEND: CONCRETE 1 Dw w y I I/2" 3" I I/2" 112 1 I I/2" S" 2" 2. Issue Date: CONTAINER OUT OP THE PATH OF CONSTRUCTION AND AWAY FROM THE PUBLIC, OUT OF THE PATH OF CONSTRUCTION AND AWAY FROM PUBLIC AND VEHICLE TRAFFIC, AND TO BE CARTED TO APPROVED 2ND FLR JAN 2 2 [ i } . LAND FILL SITE BY LICENSED GARTERS. ELECTRICAL WORK / E330~) J EXISTING WALLS REMOVED Project Date: I~ 16. ALL NEW WINDOWS AND SKYLIGHTS TO BE MANUFACTURED BY ANDERSEN CORP., BAYPORT, MN. 1 ® 4.. GMU WALLS 12""1 ;2" SEPT 2012 Pj _ r L OR EQUAL . ALL WINDOW TYPES AND SIZES SHALL BE AS INDICATED ON THE CONTRACT DRAWINGS. I. WINDOW GLAZING SHALL BE HIGH PERFORMANCE OR "E" TYPE 6LAZIN6. FURNISH FIBERGLASS INSECT ALL ELECTRICAL WORK 5HALL CONFORM TO THE REQUIREMENTS OF THE-RESIDENTIAL PRESIDENTIAL CODE OF SCREENS WITH ALL NEW WINDOWS. NEW YORK STATE, THE NATIONAL ELECTRIC, CODE, THE LOCAL POWER 60. AND ALL 7. AND ALL NEW POURED CONCRETE WALLS W ~f2 _L PERMITS AND PAY Scale', 17. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARTING OF APPLICABLE LOCAL REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AN E INSTALLATION AS NOTED WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT of THESE PLANS AND MAKE WORK ALL FEES REQUIRED FOR HIS WORK. THE CONTRACTOR SHALL HAVE THE INSTALLATIO AGREE WITH SAME. IN51-ECTED AND APPROVED BY AN INSPECTION AGENCY' OF THE FIRE UNDERWRITERS 15T FLR "Al Project # Dram Sheet 18. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS HKOH DISA&II WITH THAT AS ASSOCIATION AND SUBMIT A CERTIFICATE OF FINAL AFFROVAL BY THE INSPECTION Ac AGENCY WALL LEGEND: WOOD FRAME 1 v2 B^ INSPPECTIORN e INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. UPON COMPLETION. > ON DRAWINGS AND IN EXISTING WALLS REMOVED 12039 EPH _ SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE AND CONTINUE TO WORK, HE SHALL A55UME ALL 2. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED AS INDICATED ON DRAWING'. RESPONSIBILITY AND LIABILITY ARISING THEREFROM. ACCORDANCE WITH APPLICABLE FIRE SAFETY AND EL&CTRICAL CODES. 4 C~ EXISTING WALLS Go Job: Check A-1 I9. 6RADIN6 AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. HOUSt HOUSE TRAP TO SANITARY TARY SYSAPPROVEDTEM SINCLAIR/SCHIFF KMP 20. DO NOT SCALE DRAWIN65. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. 5. ALL ELECTRICAL FIXTURES, SWITCHES AND ACCESSORIES SHALL BE SELECTED BY THE EGTED BY THE OWNER. NEW WALLS 21. IT 15 THE INTENT OF THESE DRAWING5 TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED CONSTRUCTION. HOWEVER, FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT G CELLAR COVER HAVE BEEN EXHAUSTIVELY DETAILED. r-l z 0F Sheet Notes: Foundation notes: U ~ E - BAGKFILL BELOW FOOTINGS IF REQUIRED, v~i ~ 7 SHALL BE DONE W/ CONCRETE HAVING A 26 DAY COMPRESSIVE STRENGTH OF 8000 PSI. 2'-0" - ALL FOOTINGS SHALL HAVE A MIN. OF V-O" OF COVER. U SEPTIC - VERIFY ALL DIMENSIONS IN FIELD 5Y5TEM PRIOR TO START OF WORK. - ALL WOOD MEMBERS IN CONTACT WITH CONCRETE ? \ TO BE FRF55URE TREATED PRESERVATIVE (FTF) LUMBER. g_g al - ALL NEW EXPOSED SLABS ON GRADE 6 GARAGE 5LAB5 SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 5,500 FBI, SEE TABLE R4022 ON RG-I Ill ELECTRIC - PROVIDE "KARNAK, ONE-GOAT" WATERPROOFING OVER ALL FOUNDATION WALLS BELOW GRADE. i~, I, WATER ----LL--- ELECTRIC 4 MATER SERVICES To - PROVIDE 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER ALL CONCRETE SLABS ON GRADE I I BE SLEEVED IN 5" A, SCHEDULE 80 FILL < TAMP r - - z FOR SLAB ABOVE I r, _ CONDUIT 4 BURIED TO THE REG'D DEPTH BELOW GRADE - ALL DEMOLITION d DEBRIS MATERIAL TO BE DISPOSED OF PROPERLY BY CONTRACTOR ~ R'' ' If, it I I ~ O 6" POURED CONCRETE FOUNDATION WALL KEYED 07 in 1V i I / I I ul TO 5"X16" POURED CONCRETE FOOTING. ALL CONCRETE TO HAVE A MINIMUM COMPRESSIVE I STRENGTH OF 5000 PSI ® 25 DAYS. - - - - - - - - - - - - - - - - - - - - - - - ALL FOOTINGS TO REST ON UNDISTURBED SOIL WITH A MIN. SOIL BEARING OF I TON/S.F. WITH A 1 - i I = MINIMUM OF 56" OF COVER. ® ~ I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O2 PROVIDE f INSTALL 5/5"A X 12" ANCHOR BOLTS V1 N I I - ? 1 I FILL 4 TAMP ® 56" O.G. K/11' MIN. EMBEDMENT. - SEE RC-2 W D DEPRESS HATCHED AREA OF FNDTN I - NEW--------------------------------------------------'-_- I r eava.te& i) I I I FOR 5LA6 ABOVE b O 24"X24"42" P.G. FOOTING (y WALL 12" TO ALIGN W/ STOOP CHEEKS I ' ' FIL L 4 M__ I I Q W/ (2) M4 BARS EACH WAY I I I ® FROST CURB „I 7 2'_O.I I 22'_g~~ I 51! mP ~ O CONCRETE APRON ABOVE NOTCH FOUNDATION WALL FOR I I --_-------i I 4- 11 © LINE OF 2" RIGID INSULATION 4" CAST IRON SEPTIC LINE ? I I I O SIMP50N HDU5 SHEARWALL 71EDONN ADJACENT TO DOUBLE STUD AT WINDOW OR DOOR ABOVE r (SEE UPLIFT CONNECTIONS SHEET R6-2) cr r - Y o I ry I 7 O8 4" PG SLAB K 6X6-10110 NAM OVER z = I I b N f` I 6 MIL VAPOR BARRIER, PITCH TO FLOOR DRAINS I I I nP ' l I I 12'-O" LU I II 1 II 1~ I I ' FLUME OUTDOOR SINK Ir nP II II o I II l I I I rv _ FLOOR DRAINS AS INDICATED 11 II ? _ _i~~ jI II `f Q ~I II > = II II I~ I'; 5P m G G n N jl i1 b I I I I I 1:21 Oll I I 1 I I I ~ ~ I I I i i ~ I O I I ii ~ I p I I I I / I I p~ 1 Y O ~ mim a II I P n I II II~ o ~ ~tl-I I 3 I Ali 4 II 58-81, S I 1 II I 1 I I 6 li/ II II c ~ I II II y8P rP rv _3 iI II _ III _ 11 li v Q - g - f- ill i `I' O V io I I - II I rrP - - ~ ~ I it II B - - JAI m it New I j 6 ~ I 11 I~ i\ t-- Un xcavated b FILL 4TAMP T I I I I - I ~ II I C ` 7 N I I I 1'I I I II 1 O I y y Iii i G I I ~ O -T7- IT K I I I Revisions: II l I II li III ALL ORAHIINM 5PEOIFIGATIONS AV COPIES THEREOF FURNISHED BY THE ARENTOOT ARE AND RH REMAIN I TiI 8 it II THE TVCPERTY GF THE AR4NTE4T FPET ARE TD BE NEW ONLY NTH REBB F TO MIS FLEI AND ARE NOT TO BE DEED ON ANY OTHER F -ZDT 51BMI5510N OR DISTRIB$IGN TO NBET OFFILIAL REWIATORY 3 1 I it I~ II II II I~ ii Trp RfL111REMENT5 OR TOR OTTER FLRFOBTS IN GE NELTION WNH THE THI 15 NOT TO BE EORETWfD A5 NBLI4ATION IN OERO6ATION OF ME ARGHTNOT'5 GORHON LAIN CO IGM OR OTHER RESERVED WGHN TrP II II II II jl II r 4 Y II II - II II - f II II Y 4 II li II li m n q ~ n m it II 5 II II ~1 II ii jl II b Proposed b TYP I II I~ / ii II II II II I~I T ii ~ I ~ I I I i i I I I I I I i i I I ~ I I O - WCove - I _ I - i i I J Private Road East Marion, New York 1 1939 LPA Architects, LLP PLUMB 6ARA6E FLOOR DRAINS ARCHITECTURE PLANNING TO NEW V0 X 46" DEEP PRECA5T www.I pa-p Ian s, ccm LEAOHIN6 POOL A5 INDICATED r ~ r ~ I i E I F Lemmen Paul Associates, Architects LLP 21 Greeley Avenue Sayville, NY 11782 01 r ~ Tel: 631 569 2914 Fax: 631 589 6935 Ipa - plans,com e i~ UNAUTHORIZED ALTERATION 4'-O" OF ANY ITEM ON THIS DOCUMENT 5 A VIOLATION cOF NEW YORK STATE L AA ao.-o, n e A n~ Issue Date fV~~JAN P9G~~~ JAM ze i~ Project Date: SEPT 2012y Scale: AS NOTED Y YC FOUNDATI V DATION PLAN Project 4 Drawn: Sheet SCALE: 1/4"=1'-0" 12039 EPH fob: Check -G SINCI-NMCHIFF KMP FOUNDATION z O Sheet Notes: Plan notes: 1st Floor u E F ' -DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS F- v7 Y AND AROUND ALL OFENIN65. z -INSTALL BRIDGING IN ALL FLOOR 4 FLAT ROOF O 40'-O" JOISTS, CEILING JOISTS 4 BEAMS. BRIDGING SHALL BE INSTALLED ® 8'-O" 04 MAX 4 SHALL BE SOLID WOOD BLOCKING 2" X DEPTH OF MEMBER OR Ie S'_O" 6•_b" 2'_b" CAUSE METAL STRAP BRID61N6. -PROVIDE CATS AT ALL LOAD BEARING WALLS -ALL DEMOLITION t DEBRIS MATERIAL TO BE DISPOSED OF PROPERLY BY CONTRACTOR F -VERIFY ALL DIMENSIONS IN FIELD PRIOR TO START OF WORK w 6 -ALL WOOD MEMBERS IN CONTACT WITH CONCRETE ~ TMr TMP TO BE PRESSURE TREATED PRESERVATIVE (FTP) LUMBER 2x12 PrP -SMOKE DETECTORS SHALL BE INSTALLED IN EACH o FFF-~ r 1~ l SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING 1 1 2 6 J¢IST5 U AREA, 4 AT EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS 4 CELLARS, BUT NOT INCLUDING CRAWLSFACES 4 UNINHABITABLE o - r- ATTICS. SMOKE ALARMS SHALL BE INTERCONNECTED 4 BE CLEARLY AUDIBLE IN ALL BEDROOMS IN pc N 11 ACCORDANCE WITH RCNYS SECTION REIS. EXISTING BUILDINGS UNDERGOIN6 REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR RENOVATION SHALL BE 2}2 10 'IQ"~' I 2 4 l0 2=1 5.~`L0~ LVI~ FL ' U PROVIDED WITH SMOKE ALARM AS PER APPENDIX J. v I LL ~ 21 RCNYS - APP. J - SECTION AJ405.2, EXCEPTION 2. SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE ® D 11.88" TJI 110 JOISTS > r rc 5 -T 1 I _ _ I p r rc 5'- 4' REQUIRED TO BE INTERCONNECTED 4 HARD WIRED Vt m ® Ib" O.G. I x WHERE INTERIOR WALL OR CEILING FINISHES ARE NOT REMOVED. w 6 4 > t Mech p tting LIm RCNYS - APP. J - SECTION AJ405.5, EXCEPTION I. EL m v I m-5-~ ~ " CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN BVILDIN65, BUT ARE NOT REQUIRED TO BE V' I m ~r;0" 2'}O" m 1 - r CIE y "I C~/I j TMP I/2"II j PROVIDE BASE 4 UPPER SHELVING UNITS yl2 1 INTERCONNECTED OR HARD WIRED WHERE EXISTING ~ 4 x 1 /2' N I/2 - - - 1--• I VV COUNTER TOP ! SINK AS (INDICATED AS SELECTED 5T OWNER INTERIOR WALL OR CEILING FINISHES ARE NOT REMOVED. m - rv z 1' - ~`I-_Ii ll _~N 2 2>101 N1- Ill - 41 -ALL NEW INTERIOR TRIM AND DOORS AS SELECTED BY OWNER NOW -ALL BUILT-IN CABINET CONFIGURATIONS TO BE VERIFIED WITH OWNER NOW -PROVIDE ROD 4 SHELF AT EACH BEDRM CL05ET a o o' Ix AND 5 SHELVES AT ALL LINEN C1_05E75 NOW Cz ~ LL ~ L I III ILL LL i lu' I ~ ~I ~I J I I m ~J IJL J J' ® J• F j W -ALL POCKET DOOR ALCOVES SHALL BE FRAMED J > IL J J .J ~ I J 1 W/ PRE-ENGINEERED 57UPS ON FLAT. HEAVY DUTY 1 J New > SLIDES AND HARDWARE AS MF6'D BY GRANT. N i ~I Iw F Auto Bay #11-q ml mlj p ~Im IP. PI PI - p I PI N. ~.j ~ G IO PROVIDE 5/8" TYPE "X" G.W.B. AT THE ENTIRE CEILING 4 WALLS OF GARAGE 4 MECHANICAL RM jl~ TAPE AND SPACKLE I COAT MINIMUM r• w O NEW FINE BOX OAK TREAD STAIRCASE WITH HARDWOOD RAIL AS SEL. BY OWNER TO COMPLY IN Ir ,a 16 IN- I~------ Illn ~I xl, m ~.I -~j--- I TMP WITH R514 4 REIS OF THE RES. CODE OF NYS. 1 T- j- T 1 h 6 O PROVIDE 4 INSTALL 'FANTECH' #PB19O PREMIUM BATHROOM EXHAUST FAN m .I rrP . ® 12"0 ROUND, PERMACAST COLUMN W/ 3-F~ iae _lj~---_ •3-I T LBB IAE TJ• L ROP 3 1'15X11 O 19E TJ MLROLLAM LV -DROP 3-I TS 110019E TJ LVL-DROP TUSCAN BASE 4 CAP AS MFG'D BY'14546' SO 3/4 HOUR, STEEL INSULATED, SELF CLOSING v FIRE RATED DOOR t? Q p 99-I r © SIMPSON HDUS SHEARWALL TIEDOWN ADJACENT TO DOUBLE STUD AT WINDOW OR DOOR ABOVE (SEE UPLIFT CONNECTIONS SHEET RC-2) o ® _ r I = I O SOLID BLOCKING, TO JOIST OR GIRDER BELOW ~I m o TIrF I3 O 2X8 PTP LEDGER BOARD CONNECTED TO WOOD F R I~I li I !1. FRAME STUD WALL, LAG BOLTED Al GALVANIZED BOLTS ® I8" O.C STAGGERED I New w q 12. F Auto BaV #2 O 64" WIDE X 8' HIGH CUSTOM SLIDING 'BARN' DOORS W/ STAINLESS STEEL RAILS 4 HARDWARE I - I B I I xl 6 12'=0" 13'-b I/2" I'1 rv Q l r 9 N -i.~sxl ei= c I I 019E TJ LVL-ROP _ _ _ _ 3-1.75X110 19E JLVL-DROP . l j N • N , 3-I 156XIP6 19E TJ Sill ROLLA, LVL-DROP ^ - ; - T \ 'LE,'~ ~ - - 7 1 z" Revisions: b Y s i{z LL r4- LL j 0 ® LL JIB - - All MMIIN65, ePE61F GAPON5,AND coBB THEREOF NaNEMP BY THE ANOVI EE ARE AND SHALL Real rrP 5 3 I 3 3 112 FRCFERTY OF THE ARCHITECT, THEY ARE TO BE IISEO ONLY WTH RESPECT TO TIIS PROJECT AND ARE WT V EEN£D ON ANY OTHER FROJELT, EOMIBEHON OR P15TRIMTON M FEET OFFICIAL REWLATORY New a ~ > J - _ REWIREMENR OR 'OR OTHER FiPP0Y5 N CoMECTION WIT1 TE PRD4E6T 15 NOT TO BE CONSTWED AS E I IN OERC6ANI OF THE ARCHREOTS OOMIMJN LAW OOPYRISHT 09 OTHER PEEERNED RI I? IW P Auto Ba #3 0 J I II I P P w ~I 6 4 I+i~ ~I Ih__ I r I z 1 Q Proposed i rv lir nl rl ~i•~ n• - -III m -I -~xio e-~xio 2-2 Windson Cove N - 6 Private Road 9 L East Marion, New York 1 1939 LPA Architects, LLP ARCHITECTURE PLANNING E www.I pa-plans. com Lemmen Paul Associates, Architects LLP 21 Greeley Avenue Sayville, NY 11782 Tel: 631 589 2914 Faz: 631 589 6935 ' Ipa - plaNCC.m 6'-6" 4'-0" 40'-0" UNAUTHORIZED ALTERA71ON ^ OF ANY ITEM ON THIS DOCUMENT r[~P~D A~ 5 A VIOLATION O /'4 NEW YORK STATE LAW p p 11`p Issue Date: w~ JN 1'~~~L~L GF(1'y JP.;I~ SCI; ~ ~ ~ ~ Project Date: SEPT 2012 y FIRST FLOG FLOOR PLAN N Scale: ~JFCiF.~d" AS NOTED SCALE: 1/4"=1'-0" -1'-0" T Total Proposed S.F. = 1,40( d S.F. = 1,400 Unhabitable) Project # Drawn: Sheet 12] 121 Habitable) 12039 EPH 9: 91 r/o Porches) Job: Check: _3 1,61: 1,612 SINCAIVSCHIFF KMP FIRST FLOOR Sheet Notes: Plan notes: 2nd Floor ' F F -DOUBLE JO15T5 UNDER ALL PARALLEL PARTITIONS 7 7 AND AROUND ALL OPENINGS. -INSTALL BRIDGING IN ALL FLOOR € FLAT ROOF JOISTS, CEILING JOISTS € 5EAM5. BRIDGING SHALL BE INSTALLED ® 51-0" 0.0 MAX € SHALL BE SOLID WOOD BLOCKING 2" X DEPTH OF MEMBER OR IS 92'_0" 4'-0" GAUGE METAL 5TRAP BRIDGING. _oo 50'-0" 1'-O" -PROVIDE CATS AT ALL LOAD BEARING WALLS -ALL DEMOLITION € DEBRIS MATERIAL TO BE lo'-o" 101_0" 101_0" DISPOSED OF PROPERLY BY CONTRACTOR -VERIFY ALL DIMENSIONS IN FIELD PRIOR 6'-O" TO START OF WORK -ALL WOOD MEMBERS IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED PRESERVATIVE (FT') LUMBER -SMOKE DETECTORS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA, € AT EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS € CELLARS, BUT NOT INCLUDING CRAWLSPACE5 € UNINHABITABLE ATTICS. SMOKE ALARMS SHALL BE INTERCONNECTED € BE CLEARLY AUDIBLE IN ALL BEDROOMS IN ACCORDANCE WITH RCNY5 SECTION R515. EXISTING - - Balcony - - 4 BUILDINGS UNDERGOING REPAIR, ALTERATION, CHANGE N OF OCCUPANCY, ADDITION OR RENOVATION SHALL BE PROVIDED WITH SMOKE ALARM AS PER APPENDIX J. I 1 I: _ - - ~py~3i~6~ M016~..15- ~yqT 311€~ ----N _ RCNYS - APP. ,J - SECTION AJ403.2, EXCEPTION 2: 7 it I r yin -F~ll Obll' -F - 06155 91N6O f11- SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED TO BE INTERCONNECTED € HARD WIRED Arm WHERE INTERIOR WALL OR CEILING FINISHES ARE N l+ I 1' ~ a V\ \ NOT REMOVED. II I; RCNYS - APP. J - SECTION AJ405.3, EXCEPTION I: CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN BUILDINGS, BUT ARE NOT REQUIRED TO BE n I, I ~p X I 4 ! ~II INTERCONNECTED OR HARD WIRED WHERE EXISTING INTERIOR WALL OR CEILING FINISHES ARE NOT o nl ` 5 v2" 5 REMOVED. 7 5 ~/2" 9 -ALL NEW INTERIOR TRIM AND DOORS AS - TYP SELECTED BY OWNER NON) 111 .XI ~ 11 1 I X Sib,I I -ALL BUILT-IN CABINET CONFIGURATIONS 2X R TO BE VERIFIED WITH OWNER NOW ~ 1 92" TALL GUILT-IN COUNTER TOP -PROVIDE ROD € SHELF AT EACH BEDRM CLOSET AND 5 SHELVES AT ALL LINEN CLOSETS NOW \ ~'I p Y s /2' n O NEW PINE BOX OAK TREAD STAIRCASE WITH n m III II ~ nI~St - \ X I O HARDWOOD RAIL AS GEL. BY OWNER TO COMPLY tr ~R LL r 4 ry WITH R514 € R315 OF THE RES. CODE OF NYS. II \ O PROVIDE € INSTALL MIN. 4"0 I6 GA. DUCT TO VENT DRYER EXHAUST TO OUTSIDE \ n1 WALL. FURNISH € INSTALL A BACKDRAPT SHADED AREA INDICATES JT_O" CEILING HEIGHT DAMPER ® DUCT TERMINATION. O NEW 36" DIRECT VENT, GAS FIRED FIREPLACE IIII' G AS MFG'D BY 'LENNOX' OR EQUAL III ® SOLID BLOCKING TO JOIST OR GIRDER BELOW m T P ij~ ~ II~~II~I III 4 O SIMPSON HDU5 SHEARWALL TIEDOWN ADJACENT TO DOUBLE STUD AT WINDOW OR DOOR ABOVE I~as (SEE UPLIFT CONNECTIONS SHEET RC-2) 1 - f2 n^ _ 5 142 © PROVIDE € INS7ALL'FLOOD5AVER' DRAINLE55 WASHING MACHINE PAN _ 1111 rv~ - - - - - - - - ~ - 2-2X10 SIT46ULT RU55 VERIFY WASHER SIZE PRIOR TO ORDER - c O PROVIDE € INSTALL 'FANTECH' MPBI90 SHADED AREA INDIGATE5 - Q I x ~ TrF m II 1, PREMIUM BATHROOM EXHAUST FAN b'-o" CEILING HEIGHT j 2XIo F 2x10 RR < ® 16" O.G. LL III Q ® PROVIDE 5 - 20" DEEP BUILT-IN BIRCH VENEERED, Igo 2X12 FURLIN 4 ~9 PAINT GRADE SHELVES W 1 114" HARDWOOD LIP N III III / O Ir 2-2XIo 51TE BUILT TRU O SITE BUILT TRU55 -J~/LINE OF OLI PPE GL6 O N r 7 AS SELECTED BY OWNER Q V m New p m p p = New Family Rin. QII ® o ory I$I x U m Kites U I\~ F VAULTED GL6 m U' v U rv G1 Q 4 V I O _ 2=2X10 SITE BUILT TRL - ~ U K, -39 O SITE BUILT TRU55 - 99;_5;; v 8 ro ~O® 10'_1° q b'_IO" !n z I/2" rv 3 5 I/2' ~ LI IE OF CLIPPED GLG J _ r n O Q b 71 ~ 3 r rv * rl 2x12 FURLIN _2-2X10 SITE BUILT TRUSS_ I 11-__ - -I a 4 I - f\C V I~IUI I]: 4, ORAA NSB SPELIFIOA94NE AU' 40°IFS THEREOF WFXSNCO BY THE ARCHITECT AFE AND PULL REMAIN THE ACFENIT OF THE PPGHITICT ttM ARE TO 6E ICED ONLY ANN RE I TO THIS FRI AND ARE 4 I~I ~ ~~ice, 201- V SHADED AREA INDICATES 20'-0" J BUILT-IN BENCH SEAT NOf iO EE USED ON PNY OTHER FRAFGT WBMISIONORDISTRIE IONTOMETOFr LIALFEWLATC, REWIIREEHI OR FOR OTHER nMEO5E51N 60NNEDDN INRN THE PRO.@LT 15 NOT TO BE LONSTWIED A5 8'-O" CEILING HEI6HT 3 2 , I INeE I^' 9I/ ~ 111 .V LIFT TOP RELIOATION IN DECNIATION OF Ti A RITELL54GMMON-Mr RI6HT OR OTHER RESERVED AI 24XB TR E 2-2XB TRU55 -p~~~ ry 1~ I'll III _ _I- ~ 1- I I I 27 ~ b VAULTED GLG _ 'p 4 J 4 4 III ~ ~ ~ J 2X10 RR a 16" O.G. - I'I I 4 Q A Proposed _ P i ~ 2-2X8 TRU55 i I 111111 11 SHADED AREA INDICATES r, I ~I _ III I I 8'-O" GEILIN6 HEIGHT Q Windson Cove q III JI~l ~111 F~ GNIB-Wvim 201 3 I/2° rv / I; ~ I.' 7 -I 75X9. 19E LVL HDR Private Road 9 East Marion, New York 1 1939 WTR 2015 DH2O-. - -WDH 20510- - INDH 2031 = -_c - - . I I I 3 1/2 51/2 - 5 1/21' - - _ Q 210 w SI61 N o Balcon FWH FWH 51611AL - Y 5 LPA Architects, LLP nP ARCHITECTURE PLANNING www.l pa - pI a ns. coFri BALCONY FIN15HE5: Lemmen Paul Associates, Architects LLP 21 Greeley Avenue Sayville, NY 11782 - 5/4 X 4" MAHOGANY PLANK IDEGKING 0.0.. NV 'WATER SEAL' DECK SEAL.ANT Tel' 631 589 2914 Faz, 631 589 6935 P. - plan"o,cm i ° (aZg - 4X4 PTP DECK POSTS WRAPIPED NV IX6 'AZEK' TRIM BOARDS T-O.. 8~v a.-o" T-o" - COMP05ITF RAILING 5YSTEMI AS MFG'D BY 'TIMBERTECR OR EQUAL 50'_0" UNAUTHORIZED ALTERATION ill OF ANY ITEM ON TH15 DOCUMENT 32'-O" 4'-0" 15 A VIOLATION OF D ANEW YORK STATE LAW. Issue Date: 40'-O- J^pI 1 n Project Date: E F F SEPT 2012 y~ry~b Scale, ~'Qj2.O.1 N THIS HOUSE IS LOCATED IN A AS NOTED t N Project # Drawn: Sheet SECOND FLOOR PLAN T _N 12039 EPH /A, SCALE: 1/4"=1'-0" SEE RC-2 FOR WINDOW SHUTTER T WIND BORNE DEBRIS AREA Job: Check -4 Total Proposed S.F. = 1,386 (Habitable) SINCLAIMCHIFF KMP 1 SECOND FLOOR 2'-0" z I~ I Sheet Notes: O Elevation notes: j1 ~'df m ' u J( IJ -ALL SOFFITS/PORCH CEILING5 TO BE IX8 T46 BEAD BOARD PLANKING AS MFG'D BY 'AZEK' PROVIDE L.G.G. 5TEP FLA5HIN6 z 12 O 18", #10EDAR SHINGLES O L) AT 5 I/2" TO WEATHER, COLOR AS PER OWNER ~B O2 18", #1 CEDAR PERFECTIONS AT 5 I/2" TO WEATHER +B" COLORr-IN15K BLEACHING OIL, AS PER OWNER O3 CONCEALED FLASHING N12 ® PROVIDE 'ROUND'SEAMLES5 ALUMINUM GUTTERS R I- LEADERS AT ENTIRE HOUSE VERIFY LOCATION OF ly 2 T OI LEADERS NVARCHITECT PRIOR TO INSTALLATION K i i 5O 12"41 HB#G 'PERMACAST' COLUMN5 W/ TUSCAN CAP ! BASE AS SELECTED BY OWNER d PRE ®Y~f® © 1 1/8" X 2 1/4" 'AZEK' SOLID GROWN OVER _ IXIO 'AZEK' CONTINUOUS FRIEZE BOARD ? I O 'CULTURED' 5TONE VENEER Z n 0 6P T 1 m 4 m _ - iL.T.O. 5UBFLR2NDFLR MH 20510 FWH 51011 WDH 20310 w i O 4 T P 2,_p„ 2 , ? FOH rrP _ i Tt~ T7 l++ z - F - - J IB w 77 TO FNOTNNALL I j,' '7 1- II: - as I i II I_ 1, I, , 1 4 I- p 1 II .4 I I)= s4_ 1 I i~~ eL Ev.o 'I. `I 4. I~ _7 Y...., if a it ~ .I)r ~ ' ' II Y.. 111 "y 1 4 1 I ~ 6'X6DESIGN 15/5024 10'X9', DESIGN IS/ARCH4 I B'XB', DES16N 15/5024 'CANYON RIDGE COLLECTION' 'CANYON RIDGE COLLECTION' 'CANYON RIDGE COLLECTION' COLLECTION' I I 1 I I I I STEEL INSULATED DOOR BY GLOPAY STEEL INSULATED DOOR BY GLOPAY STEEL INSULATED DOOR BY CLOP/ 70R BY GLOPAY 1 I I 1 I I I I I I I I 1 I 'i ~T---------- -------------------------~T- L---------------1---_-----------------_-1---_----------__------------J-----_-------------- ___-__-____J L------- 1---------------------------------------------------------------- J-- WEST ELEVATION Typical Elevation notes: WALL WALL: SOUTH ELEVATION 15111 #1 c 18", #I CEDAR FERFEOTION5 - 51/2' TO WEATHER SCALE; 1/4"=1'-0" RESAWN 6 REBUTTED SCALE: 1/4"=1'-0" RE5AWt ROOF: COLOR COLOR/ I BLEAGHINS OIL, AS PER OWNER IB", #I CEDAR 5HIN6LE5 - 5 I/2" TO WEATHER GOLO"NISH: AS FER OWNER ERIE. FRIEZE TRIM: °rv 2 1/4" E 21/4" 50LID GROWN, AZEK' OVER OVER 6 RAKE: WO 'A: 0 2 1/4" SOLID CROWN, 'AZEKOVER 5/4 X E 5/4 X ISROUNDI(SEE DE AIL) 1X6 AZEKFASCIA BOARD OVER COLOR COLOR: AS PER OWNER 2X6 SUB FASCIA W/ IX6 'AZEK' T46 BEAD BOARD SOFFIT PANELS WIND COLOR: AS PER OWNER "WOODI WINDOWS: 400 5ERIF-5 "WOODWR(SHT" DOUBLE HUNG/AWNING, TEMP. AS REO'D~~ W/ PREFINISHED INTERIORS. APPLIED EXTANT GRILLES ~e ry FA5C I A/50FF I T: SSPAGEFI a 2 I/4" SOLID GROWN, 'AZEK' OVER W~uR~AP / SPACER BAR AND FULL 5GREENS, AS MFG'S BY 'ANDERSEN' W~uRAP ALL WINDOWS ! DOORS IW 5/4 X 4" 'AZEK' TRIM IXB 'AZEK' FASCIA BOARD OVER 1,V HIST N1 HISTORICAL SILLS 5 2X6 SUB FASCIA W/ 5TONE: FOUNDATION `a IX6 'AZEK' T<6 BEAD BOARD SOFFIT PANELS 5TON NUOUS SC c R ND' 5EIAMLE55 ALUMINUM GUNTTERS d DOAN 51 OUTS IN T'CU AL' 2"'GULTERED'STONE VENEER AS SELECTED BY OWNER INSTALL FLASHING 6 WEEP HOLES AS REO'D N II y COLOR: AS PER OWNER NS TALI a WATER TABLE: STOt 5TONE: CHIMNEY 2"'GULTERED' STONE VENEER AS SELECTED BY OWNER 2 I/4" SOLID GROAN, 'AZEK' OVER 2" 'GUL' IX6 'AZEK' TRIM BOARD (S" EXPOSURE) OVER L.G.G. T L.G.G. THROUI FLASHING OVER ;y i a- 4. N IXI2 'AZEK' TRIM BOARD (6" EXPOSURE) OVER 2X PTF 2X FTF 'STEPPED' BLOGKINS AT CHIMNEY BASE P C- -~I- it 2X12 PTP GROUND SET ABOVE STONE VENEER FLAF SIiIIV6LCS VVCR NS IrvVI[iHl v 1 Revisions: r 12 COLOR, AS PER OWNER ALL ORMAN.,, EIR.NncATlcre ANC OOBSE THEREOF ~rM1~ISHEO BY THE ARCHITECT ARE AN, w --REMAIN "rRO4FiERTr orH PM ARLHTELT THEY ARE TO BE eM ~S1 ONLY NTH RESPECTTO THIS PROJECT Axe ARE MOT TO BE JEW ON ANY OrxER rreo.recT B,ErewlOx OR DISTRIBUTION TO K BET OFFICIAL RENIUTORY REflw. OR "S CNMB NRPCSES Ix CONNECTION wIM THE PROJECT Is NOT TO BE LONEIPOEO As PUBLICATION IN COUSSATINI G THE ARCwTFECT5 CO'M'MON LAM CAPYRISHT OR OTHER RESERVES RIII 3 +e" 15 Proposed O i WCove Private Road cPV x - _ East Marion, New York 1 1939 \ 3 Is ;2 3 TrP TrP c o i - LPA Architects, LLP _ ARCHITECTURE PLANNING T.O. 511BFLRi EL 48 4 T.O. UaI LRi 2NOFLR EL.48 4 FWH 3116-9 FWH 3 6-5 www.I pa-p Ian s, com FWH 36115A5L FWH 9611555 LemrI Paul Associates, Architects LLP 21 Greeley Avenue Sayville, NY 11782 Tel: 631 589 2914 Fax: 631 589 6935 Ipa- plans.com e 2'-O" E'w E-iiiiiL _ UNAUTHORIZED ALTERATION ~ OF ANY ITEM ON THIS OOGUMENT W 5 A VIOLATION OP .EAREDARC NEW YORK STATE LAW, L)\ Issue Date', lv~\JNN M~KN I TYP ~ / i JRM?.22C14 ~ al / it / TO FNDTN WA TO TTN WALL Project Date: _ - -M In EL310 V SEPT 2012 b Scale: I I I FWH 91611 I \ I B'XB', DESIGN 15/5024 10'X8', DESIGN 15/Sg24 8'X8', DESIIGN IS/SG124 'CANYON RIDGE COLLECTION' 'CANYON RIDGE COLLECTION' I 'CANYON RIDGE COLLECTION' AS NOTED I I I I '""7 I I I I I I I I I I TMP STEEL INSULATED DOOR BY GLOI AY STEEL INSULATED DOOR BY GLOPAY STEEL INSULATED DOOR BY GLOPAY I I I I I Project # DTawm Sheet r - ~ JT---------------------- ~T------------~- ------~--N, 12039 EPH L_______________________1__-__ --____-_________J__-__________________--J-----_______ Job: Check -5 L------1---J-------------------------------------------------------------J-------'I SINCLAIMCHIFF I EAST ELEVATION NORTH ELEVATION SCALE: 114"=1'-0" ELEVATIONS scar:1/4"=i'-a" 1 7 Sheet Notes: - ,1 Construction Notes: D 7 ~d CONTINUOUS RIDGE VENT ROOF: J 2-1.15X11.68" LVL-STRUCTURAL RIDGE CONTINUOUS RIDGE VENT 50 YR ARCHITECTURAL ASPHALT SHINGLES 50# FELT BUILDING PAPER IDLE 2-11541.88"LVL-STRUCTURAL RIDGE 4E I/2" GDX PLYWOOD SHEATHING 2 X 10 ROOF RAFTERS ® 16" O/G NOW 2X10 RR ® 16" O.G. 12 2X10 RR ® 16" O.G. 2 X 6 COLLAR TIES ® 16" O/C/ NON) 4'-O" 2 X 10 GEILING JOISTS ® 16" O/C NOW INSULATION - SEE SCHEDULE AFTER PROVIDE 'AT EACH RAFTER HANGERS AT EACH 1/2" GYPSUM BOARD - TAPE 4 SPACKLE 5 GOATS 12 _ _ _ n WALL: Y 4X6 4X8 4x6 I6", 01 CEDAR FERFECTIONS - 5 1/2" TO WEATHER CEDAR BREATHER UNDERLAYMENT L 1 DRAFT RETARDER (TYVEK OR EOUAL) LOR Attic ~ 1/2" GDX PLYWOOD SHEATHING 2 X651® 16" O/C (UON) / O r \ \ ~ ~ 2-2X10 INSULATION - SEE SCHEDULE / Y1 II ; / / 2-1.'75X14 IAE TJ MIGROLLAM LVL-FLUSH lq1/2" GYPSUM BOARD - TAPE 4 57ACKLE 5 GOATS I I \ IST FLOOR: H2A HURRICANE CLIF5 \ / ROOF RAFTERS 12 i i IN BACKGROUND FINISH FLOOR ON LIGHT WEIGHT MUD BASE a 16" O.G., TYP \ 4" P.G. SLAB W/ 6X6 10/10 MM S' RIGID INSULATION - New \ \ 24 / / - O \ \ New New - \ \ 2ND FLOOR: sate#z Bedrm. #1 Kitchen Family Rln. FINISH FLOOR ON 5/4" T4G PLYWOOD 5U5FLOOR (5TUR121-FLOOR OR EQUAL) 11.88" TJI 110 JOISTS 0 16" O.G. NON - SEE PLAN) pl "T 5910 RAFTER 5TRAP5 ~l ® W. 0.11 Tyr n 11.88" TJI 110 JOISTS a 1611, O.G FOUNDATION: n L T 11.88" TJI 110 OISTS ® 16" O.G. \ \ SU6f-LR~ ~N~FLR ri X 12" GALVANIZED ANCHOR BOLTS AT 56" O.G. EL 46,4 \ WITH 5" X 5" SQUARE BEARING PLATES MIN 12' AT CORNERS 4 AT LAPPED MUDSILL5 e" POURED CONCRETE FOUNDATION WALL KEYED TO 6" X 16" P.G. FOOTING W/ (2) #4 BARS CONTINUOUS - 4" P.G. SLAB OVER 6 MIL POLY VAPOR BARRIER i 1.15X1180 1.9E TJ MIGROLLAM LVL-FLUSH --2-1.15X1188 L9E TJ MICROLLAM LVL-FLUSH KARNAK ONE-KOTE WATERPROOFING 2-1.151 1.9E TJ LVL-HD 1.15X9.5 L9E TJ LVL-HOR 2-1.151 IAE TJ LVL-HDR 2-1.'15X11.88 IAE TJ LVL HDR INSULATION SCHEDULE: 2'-C 2'-O.. R-58 ea ALL FLAT CEILINGS R-500 ® ALL VAULTED CEILINGS Y R-21 ® ALL EXTERIOR WALLS (2X6) R-15 ® ALL EXTERIOR WALLS (2X4) R-58 ® ALL UNHEATED CRAWL SPACES 4 CELLARS Z Nw ~ ° uto Ba New R-15 a ALL STAIR WALLS J Auto Ba 2 ° L Roof system: Y i THE NEW ROOF Si SHALL INCLUDE, BUT NOT BE LIMITED, TO THE FOLLOWING ALL VALLEYS, EAVES, f _ , ~Or-NOTN WALL _ RAKES CRICKETS, ETC. TO RECEIVE G.F. 'STORM _ GUARDI FILM SURFACE LEAK BARRIER INSTALLED AS PER MFG'R INSTRUCTIONS (WHEN APPLICABLE). IIII,`-III"il II ll - -Iii - L- --III-il 1 'III III III-VIII - . - III III ---III-- -Jq - E L- I - ALL RIDGE AREAS TO RECEIVE 'GOR-A-VENT' CEDAR - RIDGE VENTS, INSTALLED AS PER MANUFACTURER'S I IIII '1I 'III d' IIII-111-., 1111= Ii II -III„ IIII ,1.111 III II-III--- h l m hurl 4= multi III ll,,i-lldlll l~il^I~i INSTRUCTIONS. ~ II Im-IU I- II- ' u Il III iIIIiIIIilllllll~ ~ III'"IIIII N z O i J IIiII,i1d1 G dulliiill!11 l 111111 lllilll lil=111111- 111 IIII- A FVr, DRAIN LINE FROM I, -IIII _ IIIIIIII -I I GARAGE AGE FLOOR DRAINS JIi11 11_ ICI ~ ~ m p III II III, I'mo' BUILDING SECTION A-A BUILDING SECTION B-B SCALE: 1/4"=1'-0" o SCALE: 1/4"=1'-0" 0 v C N CONTINUOUS RIDGE VENT AT CONTINUOUS RIDGE VENT a 2-1.151 LVL-STRUCTURAL RIDGE GTLRAL RIDGE :2-1.151 LVL-STRUCTURAL RIDGE ° II 2XIO RR ® 16" O.G. :2XIO RR ® 16" O.G. 12 12 6~ III II III 6 III II III Revisions: u u! MaNMINEs'.PfuFlcnnOxs AV COPIES THEREOFFfORNIENO 6Y THE ARCHIELT ARE AME ENAU REMAIN 3 22X12 PURLINS OEYOND 2X12 PURLINS lA£ FA(1FERtt OF THE ARLHIRLT TNET ARE TO RE ~ - V ^ ?ONLY WITH RE'FEOT TO MIS MROJELT ANO ARE NOT TO EE OEm ON ANY OTHER RI O UMI5EOx OR PINTINIXFON TO MEET OFFIOIAL REEJLATORY / 2X8 JOISTS ® 16" O.G. \ l•% 2X8 JOISTS ® 161 O.G. REMIIRENENTE OR FOR OTHER rese es IN CONNEOnON KIN ONE FRASGT Is NOT TO RE c NCIRIEO AE PIIELICATION IN OEW&ATION OF THE A4:HITEI COMMON LW OOFYRIOM OR OTHER REER. RIOHS. 12 EE? LJU_ LJ E \ Proposed 24 24 Windsong Cove 4 D 0 0 T Bath #1 ~I_-.I_. E J-_ m D 1 D e Private Road L. 1r~ M 5i 0 F 5 PS 2, J i II JI II T c C, "TII I,T$®I "OG RVI 6 I90.11 _ Al ~1 II J Lis D5 J~ East Marion, New Yorl< 1 1939 T.O. SUBRR. ~NOFLR _ 2-L'ISXILHe 1.9E TJ MIGROLLAM ILVL-FLUSH LPA Architects LLP 1.'15X11.88 IAE TI MIGROLLAM LVfL-FLUSH 2X6 JOISTS ® 161 O.G. ARCHITECTURE PLANNING N www, lpa-plans,com Lemmen Paul Associates, Architects LLP 21 Greeley Avenue Sayville, NY 11782 n New v v rRij Tel: 631 589 2914 Fax; 631 589 6935 ? Auto Bav #1 Entry m Mech Pwdr Potting v P. - plans.com ;ry"I v ~ I UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT D S A VIOLATION OF _ 0 TO. FNDTN WALL NEW YORK STATE LAW. \G) ~!/~N` •J~,, I JAN ~A Issue Date: wU ------'1 1: I111III1LIIIII It uu~J~~11I1~i~llllll II ICI ~~IIII~lI IkL~~J;I 111111~111111,II II II III ~ 111111 1i1 II- 1111 -III„~ 2" RI61D III I~I,,,,II'I ,',',III ' III',,,,IIII,,,,III III,„IIII,' IIII„',',III' 1 11111j1 III IIII II',I I I I11I IIIIIII III-~~II I~~I 1111111 1111 II 1111111111 11111111I~1 11111 IIII, IIII III IIII IIII- II li 16-11 6- II -po dll=i'lll 1 i IIU S 111111111111 P VIII, Q ? =-1I INSULATION ,11111 'Ill` Ili 111111111 ~IJilll ill llll 11111' 1 11111111'III 11111 III ~ 411 it f '111111j11 IIJI 11 ,III '91111 111,,1 11'1-II I~I II-IIII III' IIII- Projea Date: '~I=I~IIIII' 1 ILI, IJ 11111) 'IIII I III I' v a III -II ' IIII Ili IIII IIII IIII--11111 IIII IIII ~ III I_li - _ I =III. ~I ~ III I' =-'Ilk I I'I ~II II~ -dl ~I'I -III. ~ _1111 - I IIIIIIII 1111111 m 'l IIII ---II' "IIII: 11~111r=IIII IIII III--IIII- hill '11111111 SEPT 2012 b _ JI-;III 4"4 PVG DRAIN LINE FROM -IIII IJ 1 ,1111111 , 1- GARAGE FLOOR DRAINS , '~I- III= III 1-III IIII IIII -I,I -6 III. Scale: y u1. AS NOTED BUILDING SECTION D-D 4 Project # Drawn: Sheet BUILDING SECTION C-C 12039 EPH SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" Job: Check 6 SINCLAIMCHIFF KMP BUILDING SECTIONS Sheet Notes: ? z l_ Construction Notes: 0 F ROOF: ~Y 50 YR ARCHITECTURAL ASPHALT SHINGLES 500 FELT BUILDING PAPER I/2" GDX PLYWOOD SHEATHING, z 2 X IO ROOF RAFTERS ® 16" O/C (UON) 2 X 6 COLLAR TIES ® 16" O/C/ (UON) 0 2 X IO CEILING, JOISTS ® 16" 0/0 NOW INSULATION - SEE SCHEDULE u I/2" GYPSUM BOARD - TAPE d SPACKLE 5 GOATS GONTINUOU5 RIDGE VENT 12 2X12 RIDGE WALL: ? 2X10 RR ®1 16" O.O. I8", #1 CEDAR PERFECTION5 - 5 1/2" TO WEATHER CEDAR BREATHER UNDERLAYMENT 2X6 JOISTS ® 16" O.G. DRAFT RETARDER (TYVEK OR EQUAL) 1/2" CDX PLYWOOD SHEATHING 2 X 6 STUDS ® 16" 0/0 (UON) E s INSULATION - SEE SCHEDULE W 1/2" 9YF5UM BOARD - TAPE Q 5PACKLE 5 GOATS 15T FLOOR: FINISH FLOOR 1-OI'N LIGHT WEI6HT MUD EASE H2A HURRICANE CLIP5 ® 16" O.G., TYP 4" P.G. SLAB • V 6X6 10/10 MM u 2' O" 2" RIGID INSULATION z 2ND FLOOR: 0 FINISH FLOOR ON 514" TbG PLYWOOD 0 New SUBFLOOR (57URDi-FLOOR OR EQUAL) 11.86" Till 110 JOISTS ® 16" O.G. NON - SEE PLAN) Kitchen FOUNDATION: 5/5"0 X 12" GALVANIZED ANCHOR BOLTS AT 56" O.G. WITH 5" X 5" SQUARE BEARING PLATES _ MIN 12' AT CORNERS 8 AT LAPPED MUD51LL5 W EL~46.4 8" X POURED GFOOT TIING W/ (2) 4 BARS CONTINUOUS 4" P.G. SLAB OVER 6 MIL POLY VAPOR BARRIER KARNAK ONE-KOTE WATERPROOFING u 0 11.88" TJI 110 JOISTS ® 16" O.G. IN5ULATION SCHEDULE: R-56 ® ALL FLAT CEILINGS R-300 ® ALL VAULTED CEILINGS R-21 ® ALL EXTERIOR WALLS (2X6) R-IS ® ALL EXTERIOR WALL5 (2X4) R-58 o ALL UNHEATED CRAWL SPACES ! CELLAR5 I ' New R-15 ® ALL STAIR WALLS Q Auto Bay #2 Roof system: z THE NEW ROOF SYSTEM SHALL INCLUDE, BUT NOT SE J LIMITED, TO THE FOLLOWING: ALL VALLEY5, EAVE5, W RAKES, CRICKETS, ETC. TO RECEIVE G.A.F. STORM GUARD' FILM SURFACE LEAK BARRIER INSTALLED AS d m _ PER MFG'R INSTRUCTIONS (WHEN APPLICABLE). ALL RIDGE AREAS TO RECEIVE 'COR-A-VENT' CEDAR RIDGE VENTS, INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS. III LI II IIII -1111"'-III IIMill 1111~~ 11 1111 IIp111 IIII 1111-~',- II ll~j II IIIIII''lllll iiii III_IIIIIII illllllll ll~IIII III II'gi ll~ Q - 11 IIII-II Irv ~ I in I u 1 1111 4'. ~ i ej1 o w N BUILDING SECTION E -E O SCALE: 1/411=1'-O" N 0 W ti K@ E L g" 1'. ~i y ll C IV a rv N N Revisions: c 4 ILT VI H r S EE LE TIO 5 6' 00 U TO d TT M 2-2X5 TRUSSES 'rE5 A•u PaewWSS, EFFLIFIGTIONS ENO OOwF.^SRF-1Hal ew+r.,ao BY THE ARLNTFLT ARE Aao SHALL WAIN IHFFAOM'S%FT AaLWTEIT V1ARleAEOONLY.THREEFECTTONo asoi LAD ARE M9T TO M ell ON ANY OTHER FFdJELi 95MIFRON OR 015MIDI TO MEET 171CIAL Re "TLRY 51N ICA D scoUIREMEME OR FOR OTHER RRFO 1 LW. N oTION HIM THE Ill & NOT TO Be oacninEO AE pQ TESJCATION IN M ARIATIONOF THE ANOINT SWHMON LAN W%RIONT OR OTHER Mel all Oil 3 I'- ,III • 2-2X10 TRUSSES II Proposed r ICI 2X5 JOISTS ® 16" O.G. .D I (V D New 4 - Newme P '1y Rm. Bedrm. #1 Fa Windson Cove I I lil Private Road 9 IIII ! 12,_6„ BACK 5FAN THROUBOLTED TO JOIST5 Ts 4 East Marion, New York 1 1939 libe", TJI 110 JOISTS ® I6" O.G. m T 0. 3U6FLR. 2P T O. BUBFLR. 2NOFLR EL 40.4 j EL 40 ~ m I LPA Architects LLP O 1.'15X11.65 IAE TJ LVL-FLUSH 31 IAE T-1 LVL-DROP n 3-1151 1.9E TJ LVL-DROP ARCHITECTURE PLANNING www.l pa-plans. com Lemmen Paul Associates, Architects LLP 21 Greeley Avenue Sayville, NY 11782 Tel, 631 589 2914 Fax: 631 589 6935 New New Ipa - Plans.com QT9 'w Auto Bay #1 Auto Bay 42 Auto Bay #3 ~T UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS OOOUMENT 19 A VIOLATION OF GA{.D AR/.( NEW YORK STATE LAW T O. FNPTN NAl To.FrvorNwALL - IIJ, J _q IIIr III IIII;-IIIIIgllll „IIII 4f IIIIIVI il' -IIII II III„Illi 1111', II III" u" JI, I~~,,,, Issue Date: EL~3~0 BLa~o ' II IIIIII IIIIII Ilb JAN I'll II„11 ~IIII~ IIII II?,~ II - I' I~iIIII~IIIIIIIIIlll111 III ullillillllll mfdd=''+i 4 (IIII I',~IIi IIIIIIIIIII iIIlI1111IIIIIIIfMSULATIONIIh 11111111111 IIIIII 11111111 VIII IIII I 24 X24 XI2 PG. FOOTING " III~I~~!I IIIIII III ,111,1111 ~ Project Date; - ,i lfj IIII IIP_ II -IIII= 16 h ,~II' I-V (2) 44 BARS EACH wAY ll ~„I~I~ IIII IIIIj hill ll 11 SEPT 2012 b I I -III III-III .III IIIIII i ~ II- '.:I I- _ - m Scale: _ IIII 1 i I AS NOTED I'-4" Project# Drawn: Sheet 12039 EPH Job: Check A r\ -7 BUILDING SECTION F-F SCALE: 1/4"=1'-0" SINCLAIR/SCHIFF I<MP i i BUILDING SECTIONS / DETAILS la -z Section R301.2.1.2 Section R702 002 section x905 Table 3.1 Nailing Schedule VV1'CM 2001 edition Sheet Notes: o_ Joint description O of Common nails go nails # of Box nails Nail Spacing SECTION R905 R301.2.1.2 Internal pressure. Wmdows in buildings lo- TABLE 8702.3.5 sated in wind-borne debris regions shall have glazed MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD REQUIREMENTS FOR ROOF COVERINGS ROOF FRAMING IY openings protected from wind-borne debris or the build- THICKNESS MA%IMUM MAXIMUMSPACING R905.1 Roof covering application. Roof coverings shall be RAFTER TO TOP PLATE (TOE-NAILED) 4_817 4-IOM PER RAFTER in shallbe designed Ilse artlall enclosed building iliac- OF SPACING OF OF FASTENERS g P Y GYPSUM OPIENTHTION OF FPAMING (Inches) N cordance with the Building Code of New Yo 'h Stole, BOARD GYPSUM BOARD TO MEMBEP9 SUE OF NAILS FOR APPLICATION 3 applied in accordance with the applicable provisions of this OLNG JST TO TOP PLATE (TOE-NAILED) 4-IOD PER JOIST O Y Glazed opening protection for wind-borne debris shall lincheal APPLICATION FRAMING (IncM1n rasa Kalb' Scnwaa TO WOOD FRAMING- section and the manufacturer's installation instructions. 4-8D GLNG JST TO PARALLEL RAFTER (PAGE-NAILED) "!-IbD '1-40D EACH LAP 0 meet the requirements ofthe Large Missile Test of ASTM Application without odbaalae 8905.2 Asphalt shingles. The installation asphalt shingles 1-400 EACH LAP E 1996 and of ASTM E 1886 referenced therein. Ceilings perpendicular 16 7 12 13 gage, 144' long, 19/W heed; 0.099 5/S diameter, 144" long, aannlar-ringed; or 4d _qd shall comply with the provisions of this section. GLN6 JST LAPS OVER PARTITIONS (PAGE-NAILED) '!-IbD Exception: Wood structural penal- with a minimum wall Either direction 16 8 16 cool, veil, 0080" dimmers", P/s"long, 7132" /10 8905.2.1 Sheathing requirements. Asphalt shingles shall mm), fastened sufficiently to hold in place. End laps shall be COLLAR TIE TO RAFTER(FAOE-NAILED) 2-8D 2-IOD PER TIE thiclmess of 7/ifi inch L l min) and a maximum spun head. of 8 feet (2438 mm) shall be permitted for opening Ceiling Either direction 16 7 12 13 gage, 13/s" long, Ni"" head; 0.098 be fastened to solidly sheathed decks. offset by 6 feet (1829 inns). BLOCKING, TO RAFTER (TOE-NAILED) 2-817 2-1012 EACH END 115 R905.2.2 Slope. Asphaltshingles shall only be used on roof RIM BRD TO RAFTER (END-NAILED) 2-16D 2-IbD EACH END to protection a tome-andrev-story buildings Parrelsshall Ceiling) Perpendicular 24 7 12 diameter, 1114'" long, annular-tinged; 5d F beprecut to cover the glazed openings will' attachment 3/2 necinrned,0.086diameteg1/j'long, 15/64" /sa slopes of two units vertical in 12 units horizontal (2:12) or 8905.2.7.1 Ice protection. In areas where the average neteq hardware provided. Attachments shall be provided in Wall Either direction 24 8 12 heed; or,ypsam board nail, 0086 diameter, accordance with Table R30L2, 1.2 or shall be designed Wall Either direction Ifi 8 16 I5/s"long. 99/3," head. greater. For roof slopes from two units vertical in 12 units daily temperature in January is 25°P (-4°C) or less or WALL FRAMING '1 2-160 •1 PER FOOT to resisttlre components andcladding loads determined Ceiling ERlter diameter. Ifi 7 12 13 gage, 15/8"1°119.19/fit"head; 0098 horizontal (2:12) up to four units vertical in 12 unto hori- when Table R301.2(1) criteria so designates, an ice bar- TOP PLAT E TO TOP PLATE (FAGS-NAILED) 2-160 al 7 zontal(4:12), double underlayment application is required rier tbetconsists ofaleasttwe layers ofunderlaymentce- Ch. inaccordance wi[h thepmvisionsaftlte Building Code Ceiling'" Perpendicular 24 7 12 diameter, 13/e" long, annular-ringed; 6d Iq^ in accordance with Section 8905.2.7. mented together or of a self-adhering polymer modified TOP PLATES AT INTERSECTIONS(FAGE-NAILED) 4-I6D D 4-16D JOINTS-EACH SIDE {1 ofNety lin J, Stale. 5/a Well Either direction 24 8 la had; head; or ,il,y0.m diameter, l vneaq bitumen sheet, shall be used in lieu of normal STUD TO STUD (PAGE-NAILED) 2-1617 8905.2.3 Underlayment. Unless otherwise noted, required underlayment and extend from the eave's edge to a point 12 2-I6D 24" O.G. R301.2.1.3 Winds seed conversion. When referenced aPeman m bath Bad, 0..0910975 5 dminmeumbq p Well Eitherdirecaon 16 8 Ili IT/d long, 9/16,'" heed. documents are based on fastest mile wind speeds, the Application with edheelve underlayment shall conform with ASTM D 226, Type I, or at least 24 inches (610 mm) inside the exterior wall line HEADER TO HEADER (FACE-NAILED) IbD 1612 16" O.G. EDGES three-second gust wind velocities of Figure R301.2(4) Csingd Perpendicular Ifi 16 16 ASTM D 4869, Type I. of the building. TOP OR BOTTOM PLATE TO STUD (END-NAILED) 5-16D 3-40D PER STUD U' shall be converted to fastest mile wind velocities using 31g Same es above for 3/8" gypsum board Self-adhering polymer modified bitumen sheet shall Exception: Detached accessory structures that con- BOTTOM PLATE TO FLR JST, BANDJ5T, a Z Table R301.2. 1, 3. Wall Eitherrinectlon 16 16 24 Ceiling Eitherdirection 16 Ifi Ili comply with ASTM D 1970. fain no conditioned floor area. ENDJST OR BLOCKING (PAGE-NAILED) 2-I6D 1,2 '1,2 2-16D 62 PER FOOT Q Same ns above for 1/2" and 5/s" gypsum Q 1/x or 5/s Cmlme Perpendicular 24 12 I6 board, respectively n 89052.4 Asphalt shingles. Asphalt shingles shall have FLOOR FRAMING C0 TABLE R301.2.1.2 Well Either direction 24 16 24 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE Ceiling Pe a dmular 16 16 16 1 self-seal strips or be interlocking, and comply with ASTM R905.2.7.2 Underlayment and high wind. J5T TO SILL, TOP FLT OR&DR(TOE-NAILED) 4-8D 4-IOD PER J5T FOR WOOD STRUCTURAL PANELS' ,c, TWO g rp n ' Baae ply nwlew Teabove for 12 gypsum FASTENER SPACING 318 toyer Wait Either dnxcti0n 24 24 24 mmd;fine pldy inalalledwith adhesive a mot slant cord: Juan=25.4mm. in D 225 or D 3462. Underlayment applied in area subject to high winds 8905.2.5 Fasteners. Fasteners for asphalt shingles shall be [greater than 110 mph(I77km/h) per Figure R301.2(4)] BRIDGING TO _101ST (TOE-NAILED) 2-817 2-IOD EACH END ® FASTENER place Pan cpmal,Pen <panel span a. For applicator without adhesive, • pair crania spread not Ins tlmn 2 inches apart or mare than 242 metes open mey Eeried with [be pno.filaik.p.mid Is rpaced alvanized steel, stainless steel, aluminum or copper roof- shall he applied with corrosion-resistant fasteners in ac- g BLOCKING TO JOIST (TOE-NAILED) 2-8D 2-IOD EACH END TYPE s 4 mot s e fool s ? loo[ 12 Inches on center 2/2'46 16" 120 9° In, Screws shall be Type S or W per ASTM C 1002 and shall be sufficiently long to penetrate mood Bmningml less Oran sin inch and metal framing not leas than Ing nails, minimum 12 gage [0.105 inch (2.67 mm)] shank Fasten with manufacturer's installation instructions. :lest then with a minimum 3/o inch (9.5 mm) diameter head, ASTM F Fastener rs are to be applied along the overlap not farther BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6D 4-16D EACH BLOCK L1 Wood screws 11, Inch t.`1 21/2"48 c Where meet faes, iciosedwnh admcLingdesign tomceivenailsby lwoedSnofineml, IhenmMialt Le noti.,ath.. li, inch longer l6nnlm gypsum board 11 tY Woad screws 16 7G l2 thicknessand shall have ringed shanks. Where the mat.' framing has. Telling guava farmed la receive the nails,the mill, shall have barbed shanks or be So, 1667, of a length to penetrate through the roofing materials apart than 36 inches (914 mm) on center. 4-1612 EACH J5T um board and a minimum of 3/, inch (19.1 mm) into the roof sheath- LEDGER STRIP TO BEAM (PAGE-NAAILED) 5-16117 orhe5d, ing. Where the roof sheathing is less than 3/4 inch (19.1 mm) R905.2.8 Flashing. Flashing forasphaltshingles shall cam- JST ON LEDGER TO 13EAM(TOE-WAILED) 5-80 3-IOD PER -ST For SI 1 inch = 25 4 m j foot = 304 8 at, 1 period = 0.454 kg, 131/2 gage, 1519 lattice long, le/64-Lah head for 4a-mch gypsum booed, and 6d, 13 gage, IVs inch. Inn,. 15/64 inch heed br5/a-meh gypsum board 0 1 mde per hour=1.609 km/h d, Thee-eighth. inch-Thick circularity gypsum board shall noble used an a ceiling wham. water-barcd entered finish is to ben applied, orwhem itwillbe requiredea sapport entrance above r ceiling. On ceiling applications to receive awaleobased texture material, either hand or spat applied, the gypsum bard shall be :,.steam thick, the fasteners shall penetrate through the sheathin& ply with this section. d sew be Fasteners shall comply with ASTM F 1667. BAND JST TO JST (END-NAILED) 5-I6D 4-160 PER J5T a This table is based on l lO mph wind speeds and o 33-fnot menr mnfhetgh[, applied perpendicular to framing, When applying a water-ba,ed lantern material, the minimum gypsum board larknews shall be increased tram 319 inch, to h Ind' in R905.2.8.1 Base and cap flashing. Base and cap flash- BAND J5T TO SILL OR TOP PLATE (TOE-NAILED) 2-I6D I heused. R905.2.6Aftachment. Asphalt shingles shall have the min- in shall be installed in accordance with manufacturer's rl 3-16D PER FOOT b. Fasteners shall be iG al led at opposing ends of do woad s.ucmnl panel 1/2 inch for 16-inch on center framing, and from 'IT inch Ia 5/a inch for 24-inch on cower ffamag or 1134ach sag-IeNaveft gypsum ceiling board shall be used. e TypaX gypsum board fargonge aiinga beneath habitable rooms shall be installed pemen lholur to the miles framing anal shall be fivene d atmnxi,nnm 6" ..o. tins^u.c. imum number of fasteners required by the manufacturer. g ROOF SHEATHING d. Wier- screws are started to masonry or masanryhaicca. they shall be by minimum IVY' 6d cleared halls or egniv.lem drywall maw,. For normal application, asphalt shingles shall be secured to installation instructions. Base flashing shall be of either ? ateeched ,Blum, vibnlion-liclulant anchan having a minimum alliance, withdraw. capacity arts) pounds the roof with not less than four fasteners per strip shingle or corrosion-resistant metal of minimum nominal STRUCTURAL PANELS 817 lop 6" EDGE / 12" FIELD two fasteners per individual shingle. Where the roof slope 0.019-inch (0.483 mm) thickness or mineral surface roll exceeds 20 units vertical in 12 units horizontal (20:12), spe- roofing weighing a minimum of 77 pounds per 100 DIAGONAL ORD SHEATHING cial methods of fastening are required. For roofs located square feet (3.76 kg/m Cap flashing shall be cono- 2-IOD PER SUPPORT Q Z where the basic wind speed per Figure 8301.2(4) is I 10 sion-resistant metal of minimum nominal 0.019-inch "X6" OR I"XB" 2-817 mph (177 km/h) or greater, special methods of fastening are (0.483 mm)[hickness. "XIO" OR WIDER 5-817 required. Special fastening methods shall be tested in near- 5-1012 PER SUPPORT :ING w Section R703 k703 dance with ASTM D 3161, modified to use a wind speed of R905.2.8.2 Valleys. Valley linings shall be installed in CEILING SHEATHING 110 mph (177 km/h). accordance with manufacturer's installation instructions GYPSUM WALL BOARD 517 COOLERS SI ~LERS 5D COOLERS T" EDGE / 10" FIELD d TABLE R703.4 WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS before applying shingles. Valley linings of the following Shingles classified using ASTM D 3161 are acceptable types shall be permitted: WALL SHEATHING IG TYFEOF SUPPORTS FORTIE Y1MN0 LUMMALANO FASTSNERSe'"e for use in wind zones less than 110 mph. Shingles classified STRUCTURAL PANELS 8D IOD 6" EDGE / 12" FIELD FDmn using ASTM D 3161 modified to use a wind speed of 110 1. For open valley (valley lining exposed) fined with NOMIHLL SHEATHING Woad eewaoE FlYN-aN OYPam plaaalle mph are acceptable for use in all cases where special fasten- metal, the valley lining shall be at least 24 inches FIBERBOARD PANELS u1 ~ISwms ing is required. (610 mm) wide and of any of the torsion-resis- 111611 THIONNESSe JOINT PAPER aVUea,nl rynal ahnlblrq lnl0 aaaameplne al....I OlrMlo Nu-brarapwlnp SIDING MATERIAL pnehnl TREATMENT PEOOIPEO aMaml., Glad ..it Into Mhid tlaW allulamn 617 '^5 '3 - 5" EDGE / 6" FIELD 8905.2.7Underlaymenlapplication.Forroofslopesfrom Dart metals in Table R905.2.8.2. 111611 two units vertical in 12 units horizontal (17-percent slope), 2. For open valleys, valley lining of two plies of min- 25/32" 817 3 'S - 5" EDGE / 6" FIELD 0.0191 Lap No 0.120 nail 0.120nail 0.120..1 0.1:20 Not Wlihaul 1'/r"long 2"long 2"long neat' allowed up to fora units vertical in 12 units horizontal (33-percent era] surface roll roofing, complying with ASTM D GYPSUM WALL BOARD SD COOLERS SI ~LERS ED COOLERS T" EDGE / 10" FIELD HonzrnW 1nsulsn°° 0.024 Le No 0120 heal 0.120 nail 0.120 nail O 1120 Net Same oa sad e rte stud slope), underlayment shall be two layers applied in the fol- 249, shall be permitted. The bottom layer shall be HD 6" EDGE / 12" FIELD aluminum p l'/s"long 2"long 2"long Ball' Nlawed spacing lowing manner. Apply a 19-inch (483 mm) strip of 18 inches (457 rmn) and the top layer a minimum HARDBOARD BD m With 0.019 La 0.120na11 0120 ..it 0.120 nail 0.120 0120..if to hnsuletion p No 0"' [.as 2'/"long 21/9"long map 179"long underlaymentfeltparallelwith and starting at the eaves, fas- of 36 inches (914 mm) wide. PARTICLEBOARD PANELS 8D tened sufficiently to hold in place. Starting at the cave, apply 3. For closed valleys (valley covered with shingles), 612 6" EDGE / 12" FIELD Brickveneer 36-inch-wide (914 mm) sheets of underlayment, overlap- valley lining of one ply of smooth roll roofing DIAGONAL BOARD SHEATHING Concrete ..an, 2 Section R703 Yes (Nate m) Sec Section R703 and Figure R703 T' ping successive sheets 19 inches (483 mm), and fastened complying with ASTM D 224 Type II or Type HI I ..X&" OR 1X8" 2-8D 2-IOD PER SUPPORT _ veneer sufficiently to hold in place. For roof slopes of four units and at least 36 inches (914 mm) wide or valley lin- 5-IOD PER SUPPORT Teo Hadbaard s/m Noe It See R]072 Noler Noeo Norco Nolen NDer 6" .net edges 121011''a'a rv Pnnd sld,wg-verUcw net edges vertical in 12 units horizontal (33-percent slope) or greater, ing as described in Items 1 and 2 above shall be "XIO" OR WIDER 3-8D re'. sup" underlayment shall be one layer applied in the following permitted. Specialty underlayment complying FLOOR SHEATHING NO manner. Underlayment shall be applied shingle fashion, with ASTM D 1970 may be used in lieu of the lin- o Hordbovd'Siding rya Note IF See R703.2 Nice or Noteq Noteq Note, Noteq Same are and vertical s ¢in neetud parallel to and starting from the cave and lapped 2 inches (51 ing material. STRUCTURAL PANELS sting t2 Had oved s s r~ s/a NOter yen Nome, Nmeq N°leq NoVeq Note It 2 parbeano r bearing TABLE R9D5.2.8.2 I" OR LESS 817 IOD 6" EDGE / 12" FIELD Lapsiding-honzonml VALLEY LINING MATERIAL TABLE A905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS GREATER THANF IOD 1612 b" EDGE / 6" FIELD 0.113 ..it IS' 0.113 all 2s/," 0.113.&1 0.113 Not S.a as stud m scot, 29 gal InP No Via Baal' gbple-P/a" SePie-2'/t" Stople-2'/a" Statue allowed spacing ar stud MINIMUM APPLICABLE ~viing THICKNESS WEIGHT MATERIAL MINIMUM GRAQEB GRACING RULES DIAGONAL BOARD SHEATHING MATERIAL (Inehn) GAGE (Pound.) 2-1012 PER SUPPORT Slane veneer 2 Section R703 Yea (e m) Su Sectlan R703 and Figure R703.71 Wood shingles of Cedar Shake end "X6" OR "XB" 2-817 2 or 3 Shingle Buaau t 6d box mil, to Cold-rolled copper 0.0216 ASTM H370, vamrall durable wood 1, _ 16oz. per 11140" OR WIDER 5-8D 5-IOM PER SUPPORT Note 9, Nbox nail6dbox awl 6dboxn6l brxm.l` s/,nutd 6" panel edge 'rd Foundational ..In allowe Winter. rep. anel edge °OR°°al square foot 8905.7.5 Application. Wood shingles shall be installed ac- *I NAILING REQUIREMENTS ARE BASED ON NALL SHEATHING NAILED b INGHE5 ON GI star. cup. i INCHES ON CENTER AT THE EDGE. EDGE TO OBTAIN HIGHER SHEAR s/s Noteg Note g 6dboxnwl 8dboxnail &d brx awl box awl' 6d hex it ASTM B101 cording to this chapter and the manufacturer's installation IF WALL SHEATHING 15 NAILED 5 INCHES ON CENTER AT THE PANEL EDGE TO O5- , MALL BE DOUBLED, OR ALTERNATE N Plywood panel' s/a Non: g Nom g 0.099 1 0.113 awl-2'/9" 0.099 nail-2" 0..u13 6"an edges f.ead 0.0216 lenWCtions. Wood 58 min eelaldwtth a u not CAPACITIES, NAILING REGUIREMENT5 SHEAR PLATES, STRIXTURAL MEMBERS SHALL BE DOVE -coated capper nominal - 16 oz. per lengthen P/, inches (38 mm) betwetweenjoints in courses, rses, and CONNECTORS, SUCH AS S SHEAR PLATES ,SHALL HALL BE BE USED TO MAINTAIN IN THE LOAD AIN THE LOAD PATH. I (exterior grade) µ m edges square foot no twojoints in any three adjacent courses shallbeindirect i, THE TABULATED NUMBER OF NAILS "i b 120 nail l1/9" 0.120 nail2" 0.12( nw1 L 01120 Not Santa an said ASTM B370, e8gnment. Spacing between shingles shall not be less than A2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULA- SHALL BE PERMITTED TO BE FxEDUGED TO -I6D NAIL PER FOOT. messtud -yield copper 0.0162 _ 12 oz. per '/a inch to 3/s inch (6.4 mm to 9.5 mm). Weather exposure for High rv Vinyhiding' 0.035 Lop No Smple-P/," SMpl,2'/9" Seple-2'/a" Sul allowed spacing Acing nominal square fact wood shingles shall not exceed those set in Table R905J.5. a5 CORROSION RESISTANT II 6AGE ROOFING NAILS AND 16 GAGE STAPLES ARE PEF ,PLES ARE PERMITTED, Wood` Rustic, dap 'I 'ma, Lisp No Fece idling up to Fasteners for wood shingles shag be corrosion-resistam CHECK IBC FOR ADDITIONAL IREQUIREMENTS. agin s.g into Lead-coated 0.0162 n IA ASTM H 101, 5 6" widNe, 1 all em with a minimum penetration of/a inch (12.7 mm) into the Shiplap Avenge °'r. Lou No Fastener penetration into stud-1" n per besting; 8" ail-2'/r" widths and over, wing: Ir high-yield copper nominal r• ' sheathing. Yor assuming less man /r men V c 1 mm/ in acv1f~a RJ n. ~I..~~ Bevel r/ Smple-2" 2 nails per r and over, square foot thickness, the fasteners shall extend through the sheathing. fasten- coils per Aluminum 0.024 Wood shingles shall be attached to the roof with two ALL vMrvlxcs, SPEGlncnnoxs AND COPIES THEREON Fnw IATIP or THE ARCHITECT ARE AND SHALL REMAIN THE FROFERW OF THE ARLwTFGr TREY ARE TO eE u=m ONLY Nl¶I REVSLT TO TIa PROJECT AND ARE Bun tip s/~s UP No beating e•ring ern per shingle, positioned no more than e% inch (19.1 mm) W7 TO BE JI ON ANY OTHER FROJEm, 5lewssloN OR PETReurlDx TO MEET OFFICIAL REwu76RY REOnREMENTE OR FOR OTHER FvRPODS, IN CONNECTION MIITN THE FROJELT Is NOT To BE CAV`"T I As 3 4d 6" oc on edges, S[ainleys steel - 28 - from each edge and no more than 1 inch (25A mm) above oeaanes, re nc the exposure line. Fitancemempmel /js Notet Y. 6d corrosion 6d corrosion 6d corrosion _ ctrom. l2"ac stn siding' Notey asismntinflF resiswntnail° dslentnail" us nn[ inarmea. etudra - Galvanized steel 0.0179 26 (zi Section R402 PUBLICATION IN OElb6ATION OF TIE ARLHIIELT5 LLMMM LAN CCFYR16HT OR OTHER P£I RIGM5 .oil. emus coated G90) TABLE R9D5.T.5 Yes 6d corrosion 6d corrosion 6d corrosion 6d corrosion Zinc silo 0.027 W000 SHINGLE WEATHER EXPOSURE AND ROOF SLOPE Proposed Fiber cement lap siding s/ire Nmew Notey resistant nurv natant nail" resistant nail" - wele.m Nosax nail' 4oax Iliad 24 EXPOSURE (inches) ROOFING LENOTH 3:13 pIm1i to 4:12 pitch or TABLE 8402.2 painted teme - - 20 MATERIAL (Ineh••) GRADE <n:12 •a•p•r MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONIC ENGTH OF CONCRETE ~ Far SI: 1 inch= 25.4 mm. o. Based on stud spacing of Mischa; on center. Where studs sn spaced 24 inches, siding shall he applied to sheathing apprved for cast spacing. Total: Imch=25.4mm,Ipmmd=0454kg. He.1 3e/ 5 MINIMUM SPECIFIEDC IIMGM SPECIFIEOCOMPRESSIVESTRENGTH°I/~) W indson Cove It. Neil its s general description it shall be T-head, modified um nd head. or round head with smooth or deformed shard.,. Wea 8905.2.8.3 Crickets and saddles. A cricket or saddle 16 No. 2 31/ 4 mi Weathering Polenllal' c Steplas shall have a minimum crown width o0o,-inch outside diameter and be manufactured of minimum No. 16 gage wire d. Nails or staples shall be aluminum, galvanized, or rest-pavendve coned and shall he driven into fire studs for Swartwood or gypsum backing shall be installed on the ridge side ofany chimney greater TYPE LOCATIONS CONCRETE ECON Negligible 1 Moderate severe e. Aluminum nails that be used to ranch aluminum siding. than 30 inches (762 nurt) wide. Cricket or saddle cover- No. 3 1 20/1 Basement walls, foundations s and other concrete not not exposed 2,500 2,500" Private Road L Aluminum (0.019 inch) she][ be submitted only when the maximum panel width is 10 inches and the minimum flat saes is 8 inches. The Intersects for aluminum ending shall be +0.002 inch of the aomind dimension. or 2,500 eluminum No l 441 54, to Nie weather roof shall in sheet metal or of the same material as the shingles of g. Blmstds; metals am applied oversheathing are weather-reairmntmcmbnngjoints need art h treated. Otherwise, vci icljointsshulloccurdsmd,andbecov- ymdbecov- roof covering. naturally durable IB No.2 4 4'/r Basement slaps and inferior slaps on grade, except gemge 2,500 fl 2,500 2,500= East Marion, New York 1 1939 ered with battens or h lapped. R905.2.8.4 Sidewall flashing. Flashing against a verti- wood No. 3 3'/ 4 floor slabs 3,000d 3,000d h. All attachments shall h coated with a corrosion resistive coating. I. Shall be of approved type cal sidewall shall be b the stePflashinmethod. Basement walls, foundation exterior walls and other 2,500 Y - g No. l 5s/e 7 / vertical concrete work k exposed to the weather j. ThaeaighNS-inch plywood shall at h apphad daecaly to studs spaced gaator than 16 inches on center when long dimension is parallel to studs.One-haif-inch .one-hdf--inch R905.2.8.5 Other flashing. Flashing against a vertical 24 He.2 51101Porches, carport slabs mid steps exposed to the weather, and 2,500 3,000d" 3,500d,e plywoodshall notbe applied dicecdytu studs spaced greener than 24 inches.newats,. The send spacing shall noteaeeed this panel spannangprovided bythcmanu- eabymemmu- front wall, as well as soil stack, vent pipe and chimney No.3 5 501garage floor slabs facmrer unless the panels as instilled with the face grain perpendicular to studs or war sheathing approved for that sued spacing k. Wnodbaard sidings applied vertically shell be nailed to horimnml nailing stop, orblocking set 24 inches on center. Nails shall penewte 1.5 inches into atud,,atuds flashing, shall be applied according to asphalt shingle For sl: t pound per square inch = 6.895 kPa. amsmds'sta a manufacturer's printed instructions. Forst: I inch = 25.4 mm. a. At 28 days psi. LPA Architects, LLP and wood sheathing combined, or blocking. A weather-asisdant membrane shall h installed weatherboard fashion under me veined siding unless the siding ]less the siding ARCHITECTURE PLANNING boards we lapped or betarrs ale used. L Hudbomdsidingehallcamplywim AHAA135.6 8905.7.6 Valley flashing. Roof flashing shall be not less b. Bee Table 8301.2(1) for weathering potential, than No. 26 gage [0.019 inches (0.48 mm)] corrosion is- c, Cone ate in these locations that may be subject to freezing and thawing during conatrnclion shat l be air-emm On shall be air-entrained concrete m accordance with Footnoted. w w w. I P a- P I a n 5. C o m m. For masonry veneer, a westher-resistant membrane or bui lding paper is not required over wa¢r-apellent shevthiug materials when. I-inch .",are its provided ace is provided 8905.7 Wood shingles. The installation of wood shingles shall [ant sheet metal and shall extend 10 inches (254 mm) from d. Concrete shall be air enhauted Total air cement (percent by volume of concrete) shall not be less Uran 5 pare inslumshuth- comply with the provisions of this section. the centerline each way for roofs having slopes less than 12 It be less dmn 5 percent of more then 7 percent. bctween the venearand the shatldng When the 1-inch space is filled with mor.r, aweather-resonant membmne orbuildingpaper isagdadover studs mraheath- Ing. e. Bee Section 8402.2 for minimum cement content. Lemmen Paul Assooates, Archltrd LLP n. Vinyl siding shell comply wire ASTM 1)3679. R905.7.1 Deck requirements. Wood shingles shall he in- units vertical in 12 units horizontal (]00-percent slope), add 1.5 peace. stalled on solid or spaced sheathing. Where spaced sheath- 7 inches (178 mm) from the centerline each way for elopes 21 Greeley Avenue Sayville, NY 11782 Tell 631 589 2914 Foe: 631 569 6935 a. Mini mumshmkdiametemf0.092inch,mlmmumhuddlamstvof0225inch,andnullengmmusmccommodatmhce181mganJpenetrme framing 1.5 inch.. p. When used to resist shear forces, the rpming must h 4 inches at panel edges and 8Inches on interior supports. of ha - plans.com iu y~g q. Minimum shetddiamear of0.099 inch, minimum head diameterofo.240 inch, tend nail length must uccommodatcsheat0ing and pe.etrne framing 1.5 inches. in is used, sheathing boards shall not be less than 1-inch b f 2 units flashing s in 12 units d horizontal and greeter. Sec-vertical 1 ;.Sincher. g Y cons of ma shall have an end of not less than 4 4-inch (25.4 mm by 102 mm) nominal dimensions and shall inches (102 02 mm). r. Vertical end joints shall occur at studs and droll be covered with a joint cover or shall be caulked s. Fihr cement dating shed comply with the aquiamems of ASTM C 1186 be spaced on centers equal to the weather exposure to coin- I. See Section11703.10.1. cide with the placement of fasteners. u. Minmum 0.102 inch emoom shank, 0.255 mach round head. v. Minimum 0.099 inch emoom shank, 0.250 inch round heed R905.7.1.1 Solid sheathing required. In mesa where R905.7.7 Label required. Each bundle of shingles shall be UNAUTHORI?EP A!TERA71ON OF ANY ITEM ON THIS OOGUMENT ~1 w See Section R703 10.2. the average daily temperature in January is 25°P (-4°C) identified by a label of an approved grading or inspection 5 A VIOLATION O `H NEW YORK 57ATE -AA p x. Face nailing:2 nails a each am. Concealed nailing: one 1I gage II/2 gal% roofing nail (0.371 inch head diameter, 0120 inch shrank) or fat gal, box nail at each void. ox nail ate•ch bureau or agency. b or less, solid sheathing is required on that portion of the Issue Date: ?Jltl y. S. Section R703.2, Exception, roof requiring the application of an ice shield. z. Minimum nail lengm must accommodate sheathing and penetrate firming 1.5 inches. R905.7.2 Deck slope. Wood shingles shall he installed on slopes of three units vertical in 12 units horizontal (25-per- Projea Date: TABLE R70S.S.2 cent slope) or greater. SEPT 2012 ~y MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS-r^ (Ohns nslone ere In Inches) R905.7.3 Underlayment. In areas where the average daily Scale, LENGTH EXPOSURE FOR SINGLE COURSE EXPOSURE FOR DOUBLE COURSE temperature in January is 25°F (-4°C) or less, or when Table ]URSE R301.2(1) criteria so designates, an ice barrier that consists of at least two layers of underlaymen[ cemented together or AS NOTED Shingles- 16 Tor, 12b of a self-adhering polymer modified bitumen sheet, shall Project# Drawn: Sheet 18 842 14- extend from the eave's edge m a point at least 24 inches (610 2039 EPH RC 1 24 1142 16 anon) inside the exterior wall line of the building. Underlayment shall conform with ASTM D 226, Type I. Shakes- 18 842 14 fob: Check, 24 I1'/2 18 Exception: Detached accessory structures that contain' SINCLAIRISCHIFF (MID Far Sb linch=25.41nm. no conditioned floor area. a. Dimensions given as for No. 1 grade. CODE REQUIREMENTS b. A mnimum 10-mch exposure is pemiaed for No. 2 goods. c. A masimum i l-inch expmame is pemdtled for No. 2 grade. z Sheet Notes: 0 U ~ SOLID POST SOLID POST GYPSU GYPSUM WALL BOARD INSTALLED IN 5 N OLDO - N SIMP50N HDPH ACGOF ACCORDANCE WITH CHAFTER T (INTERIOR) O C HOEDOWN HOLDOWN u BLOCKING a 5/B"THREA[ ROD THROUC THREADROD THROUGGYPSUM WALL BOARD INSTALLED IN EACH BAY e m HEADER - HEADER I6D NAIL ® 24" O.G. ACCORDANCE WITH CHAPTER 7 m e -10157 HANGER N EACH .10157 16D NAIL ®24" O.G. INS AL WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE E WITH T WITH TABLE R602.5.I0 tr w 1 1/4" 20 GA SAW DD NAIL ® 6" O.G. ON ALL FRAMING STRAPPING EACH CI JOIST WOOD STRUCTURAL PANEL 8D NA MEMBERS AT PANEL EDGE5 AND 12" O.G. 8D NAIL ® 6" O.G. INSTALLED IN ACGORDANGE ON ABf (ALL PANEL EDGEB) WITH TABLE R602.5.10) PANEL ON ALL FRAMING MEMBERS NOT AT PANEL EDGE5 SIMPSON 51MPSON HDFRam MAIL a 12" O.C. ON ALL AMING MEMBERS NOT AT `o p v o HOLDOWNHD HOLDOWN PANEL EDGES Q 0 50LID P05T SOLID POST (a) OUTSIDE CORNER DETAIL (b) INSIDE COR DE CORNER DETAIL nTYPICAL CANTILEVER nHDU HOLDOWN 8 HE ~HDU CANTILEVER NO SCALE EXTERIOR CORNER FRAMING 1 SCALE :1"=1'-0" NO SCALE NO SI SCALE: V-F-0" WFCM 2001 v~ w Q CORNER P05T d CL SIMPSON HDU5 HOLDOWN 5TU 1/2" BEARING PLATE 51MP50N H2 HURRICANE TIES -MTS 50 ® 16" O.G., PROVIDE MIN ri 121, MI Connector Schedule MTS 50 ® 1E 5-100 BOX I 5-I00 BOX NAILS ® EACH END OF 5U5FLOOR TYP. STUD STRAP Q SEE FLOOR TO ~J MEMBER WIDTH CONNECTOR STRAP INTO STRAP INTO STUD (TYF ® EACH STUD) z FLOOR DETAIL III/ 1 1/2" (2X LUMBER) L55U210 ~ I I II Q :21/2" (WI 40,60) L55UHSIO J I SEE ARCHITECTURAL SHEETS 5 1/2" (WI 80) LSSU4510 ~ 5/H" THREADED ROD < FLOOR FRAMING FOR SPECIFIC, DIM. 6 DETAILS 1 1/2" (2X LUMBER) THA218 _ M _2 1/2" (WI 40,60) IUT514 I I II TUSCAN COLUMN 5 1/2" (WI 80) IUT416 AS MFG'D BY H5$r 'REFER TO THIS SCHEDULE FOR TYPICAL II CONNECTIONS UNLESS NOTED OTHERWISE. II II 12" MIN II 4~ 1/2" THREADED ROD nRafter to Wall SEE PLANS FOR ALL OTHER CONNECTIONS. x HINS' - GUT RAFTER TO ALLOW FOR SHEATHING TO BE NAILED ' SEE NOTES AT II GUT TRAFTFF TYPICAL FOR ALL SHEATHING TO BOX TO BOX TOP PLATES RIGHT I I CEILING CONDITIONS Roof c Roof (cold frame) 51MP50N HDU5 HOLDOWN x I CNN COUPLER NUT ~?M w I I I~ I!~ \ti C520 COILED STRAPPING- ) ANCHOR BOLT (SAW PROVIDE (4)-81D COMMON APPING- NOOD DECKING Q NAILS ® EACH RAFTER. OMMON SEE ARCHITECTURAL SHEETS I 'TER. n_ HOLDOWN FOR FLOOR TO FLOOR LOGKIN6 GONG. STOOP SCALE: EXTEND ANCHOR I BOLT TRHOUGH BLOCKING I MIN. EMBEDMENT CONNECTOR MT5 20 ® If r SEE SCHEDULE E 5 IOD BOX I -MT5 20 ®I6" O.G., PROVIDE MIN 5 IOP BOX NAILS ® EACH END OF OR GIRDER BELOW Ridge STRAP INTO STRAP INTO STUD (TYP ® EACH STUD) GRADE GRADE u II MIN. EMBEDMENT GUT -GUT RAFTER TO ALLOW FOR II r SHEATHING nRafter to Ridge RAFTEF TO BOX SHEATHING TO BE NAILED TO BOX AT VAULTED GEILING5 S OR RIDGE BEAM ONLY _b Porch Slab - C a N TfP. DOUBLE-HUNG WINDOW DO WN-HEADER CONNECTOR A CONNECTOR B SEE SCHEDULE nTYPICAL PORCH HOLDOWr Roof 111A SEE SCHEDULE - R~0f 1. L ~ Revisions: 1/16" STRUCTURAL y WOOD PANEL ALL DRAWIN55, SPE~nLII~HLAnON5 AND cOPIO5 TINERPOP f~ VR AODer VE ncHIreLT Ares AND sxnu ROYAIN -M7530®1611 O.G., PROVIDE MIN THE reEsRV OF INFAn MRIreOO THEYA TOMUNMOrvYRTH RESTECTTOVISr TANDAas 3 ROOF FRAMING 2AMIN9 JVA~ Q M75 50 S-1DD BOT 3-I0D BOX NAILS ® EACH END OF NDTTOMMDONAm OII,.I NP DJECT "HlssIONORpISmINTI NTOHEETOrnuALRES TU Y REWIREMENR sR FpR OTHER PNRPp`£S IN LLMSLPON WI1H hE fFAELT I5NOT~1T~p BE LONS1pUEp AS STRAP INTO STUD (TYP ®EAGH STUD) Pueucnnax IN OERDSATINI OFNE ADDHITECrs c KAON uW=rfRIeHT W OMFR RES:RVF? Renr DOUBLE TOP PLATE- TOP PLATE 57RAP INT nJoist to Ledger nRafter to Ledger E-2 1/2" R6 WOOD SCREWS y ® 16" O.G. VERTICALLY TYP REO'D GONNEGTOF YD CONNECTORS (SEE TABLE RSOI.2.1.2 ON RG-1) (SEE SHEET RC-1) .ET RG-U Proposed CONNECTOR B SEE SCHEDULE ~1 r 2 I/2" k WOOD SCREWS RIPPLE RIPPLE Q Windson Cove ® 1/2 O. G. HORIZONTALLY STUDS (SEE TABLE R501.2.1.2 ON RG-U TUDS Private Road 9 2nd Flc 2nd Floor ALL SGREW5 TO BE SECURED SEE SCHEDULE East Marion, New Yorl< I 1939 TO FRAME OF WINDOW. PANELS TO BE GUT TO MATCH EXTERIOR FRAME DIMEN510N5. LS'I LSTA 21 BOTH nJoist to Header nRafter to Header sic P SIDES ? v EACH 51DE OF O 3 STORM SHUTTER DETAIL LSTA 21 STRA GARAGE HDR HE HEADER SUDS CONNECTION DETAILS 1 EXTERIOR - EXTERIOR WALL SHEATHING LPA Architects, LLP ARCHITECTURE PLANNING SCALE: 1/211=14" HEADER STUDS HDI HDU5 SHEARWALL www.l pa - p I a In s. c o m HOI HOLDOWN AS SCALE: 1"=1'-0" *UPLIFT CONNECTIONS NOT 6520 COILED IN PL INDICATED ON SHOWN FOR CLARITY PLANS GS 20 GOI -05 20 COILED STRAPPING Lemmen Paul Associates, Architects LLP STRAPPING I ® 16" O.O.\ ® 16" O.G.VERTIGAL, PROVIDE MIN NO NO UPLIFT 3-IOD 50J 3-IOD EOX NAILS a EACH END OF 21 Greeley Avenue Sayville, NY 1782 STRAP INTO 57UD (TYP ® EACH STUD), 631 589 2914 Avenue Fax: el 589 6935 "a HDUS SHEARINALL co HOLDOWN AS RED CONNECTION STRAP INT REOb (SEE DETA (SEE DETAIL AT LEFT) Ipa - plans,com e INDICATED ON all ~5.. ¢ 5.. ¢2"MIN. PLANS ---llll-_- - or, O.C 0.G STEEL FLITCH PLATE(S) TERMITE 5 -TERMITE SHIELD OVER SILL SEALER UNAUTHORI= ALTERATION I I I I SILL SEAL I z 55TB 16 (Ii OF ANY ITEM ON 7HI5 OOGUMENT -55TE 16 (1/2" DIA. T" MIN EMBEDMENT) NV 3"X5" 15 A VIOLATION Or RCy/ SSTBLI6 EACH SIDE 1'-4" I GRADE 50 BEARII 50 BEARING PLATES a 56" E O.G. (I STORY) MIN NEW YORK STATE LAW \ I' ? 1/2" CASE HARDENED OF OPENING # I BOLTS WITH SELF EVERY CORNER ANCHOR E r 12" OF EA( ANCHOR BOLTS SHALL. L 5E LOCATED WITHIN p Issue Date: 12" OF EACH PLATE SECTION E WITHIN 12" OF n n,~~ t 0 0 ry LOCKING NUTS 2 AT EACH GOR EACH CORNER. PROVIDE ANCHOR BOLTS ® X71 c- - -J''r EACH END LINE OF GARAGE EACH SIDE EACH SIDE OF CELLAR WINDOWS. o - FOUNDA710M 2K NOMINAL LUMBER Project Date: e 0520 COILED STRAPPING 6520 COILED STRAPPING 1 st Flo1 1st Floor & Sill SEPT 2012 b 1/2" CASE HARDENED 1/4" STEEL BEARING PLATE Dwelling. ELEVATION A SILL TYPICAL WIND UPLIFT BOLTS WITH SELF > LOCKING NUTS AT LIFT CONNECTION Scale: AS NOTED I6" O.G. STAGGERED SOLID WOOD POST SCALE: V=V-0" SCALE: V=V-0" Project # Dmvm: Sheet S WALL OPENINGS (SEE DETAIL AT LEFT FOR GARAGE CONDITION) AS PER RESIDENTIAL CODE OF NEW YORK STATE REFERENG -2001 EDITION, AN51 / AFWA WFCM-2001 NTE REFERENCE: 12039 EPH TYPICAL STEEL FLITCH PLATE UPLIFT CONNECTIONS SECTION 5.2.2 Job: Chtele -L SCALE: 1/2"=1'-0" -ALL STRAPPING TO CONSIST OF MIN, 20 GAUGE 1 1/4" WIDE RC IA/¦ GE 1 1/4" WIDE SINCLAIMCHIFF (NIP NOTE: GRADE 35 A5T9 A65S STEEL STRAP. -UPLIFT CONNECTION I REQUIRED AT EACH END OF HEADER AND A ' CONNECTIONS AT WALL LL STUDS AND AT TOP AND BOTTOM OF GRIPI HADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO ITOM OF CRIPPLES -ALL MODEL NUMBERS INDICATED ON TH15 DETAIL REFER TC TAIL REFER TO CODE DETAILS "SIMPSON STRONG TIE CONNECTORS" -ALL CONNECTORS AS MANUFACTURED BY "51MP5ON" REScheck Software Version 4.5.0 Compliance Certificate Project Windsong Cove Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,400 ft2 Glazing Area 18% Climate Zone: 4 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Private Rd Windsong Cove, LLC Kevin M. Paul, AIA LEED AP East Marion, NY 11939 PO Box 1672 LPA Architects, LLP Mattituck, NY 11952 21 Greeley Ave Sayville, NY 11782 631.589.2914 kpaul@lpa-plans.com Compliance: Passes using UA trade-off Compliance: 10.1% Better Than Code Maximum UA: 397 Your UA: 357 The % Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing I Assembly or R-Value or Door UA Floor 1: All-Wood joist/rruss:Over Unconditioned Space 1,383 38.0 0.0 0.026 36 Floor 2: Slab-On-Grade: Heated 45 10.0 0.684 31 Insulation depth: 5.0' Ceiling 1: Flat Ceiling or Scissor Truss 427 38.0 0.0 0.030 13 Ceiling 2: Cathedral Ceiling 807 30.0 0.0 0.034 27 Ceiling 3: Flat Ceiling or Scissor Truss 181 21.0 0.0 0.047 9 Wall 1: Wood Frame, 16" D.C. 714 21.0 0.0 0.057 29 Window 1: Wood Frame:Double Pane with Low-E 34 0.300 10 Door 1: Glass 170 0.310 53 Wall 2: Wood Frame, 16" o.c. 1,416 15.0 0.0 0.077 96 Window 2: Wood Frame:Double Pane with Low-E 152 0.300 46 Door 2: Glass 21 0.310 7 Project Title: Windsong Cove Report date: 01/22/1 Data filename: Z:\Sinclair-Schiff\PrivateRd-EastMarion\Sinclair\Schiffl2039.rck Page 1 of 8 Compliance Statement: The proposed building design described here i p Atfd's+ ' ding plans, specifications, and other calculations submitted with the permit application. The proposed bull ire eet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4. o ly w ~jxt andatory requirements listed in the REScheck Inspection Checklist. JAN n ~Q14 L. L Name - Title Signa Date Project Title: Windsong Cove Report date: 01/22/1 Data filename: Z:\Sinclair-Schiff\PrivateRd-EastMarion\Sinclair\Schiffl203g.rck Page 2 of 8 REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req,ID 103.2 'Construction drawings and '?Complies [PRl]' (documentation sufficiently a i3?Does Not demonstrates energy code compliance for the building ;,;I?Not Observable ?Not l p nc Applicable envelope. 103.2, (Construction drawings and kl" „?Complies 403.7 documentation sufficiently [PR3]' demonstrates energy code ?Not Observable ~p I compliance for lighting and mechanical systems. Systems ?Not Applicable serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: :?Complies [PR2]2 !sized per ACCA Manual S based Btu/hr_ Btu/hr ?Does Not ',on loads per ACCA Manual J or lother approved methods. Cooling: Cooling: Btu/hr ?Not Observable Btu/hr- ?Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Windsong Cove Report date: 01/22/1 Data filename: Z:\Sinclair-Schiff\PrivateRd-EastMarion\Sinclair\Schiffl2039.rck Page 3 of 8 r 2010 New _ York Foundation Inspection Complies? Comments/Assumptions - 'Energ~i, _ '.•303 2 1 Exposed foundation insulation I?Complies W611'12;", ' protection. ?Does Not I I?Not Observable; ?Not Applicable j 403.8 _ ;Snow melt controls. I?Complies rpi2 ?Does Not ~J ?Not Observable ?Not Applicable j Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Windsong Cove Report date: 01/22/1 Data filename: Z:\Sinclair-Schiff\PrivateRd-EastMarion\Sinclair\Schiffl2039.rck Page 4 of 8 y Section .,Plans Verified Field Verified # Framing /Rough-In Inspection Value' Value & Iii Complies? ? Comments/Assumptions 402.4.4 ; Fenestration that is not site built . ?Complies [FR20]1 is listed and labeled as meeting ?Does Not d, AAMq/WDMA/CSA 101/1.S.2/A440 ;or has infiltration rates per NFRC ?Not Observable 1400 that do not exceed code h4~ ?Not Applicable j 'limits.' 402.4.5. SIC-rated recessed lighting fixtures l" ?Com lies [FR16]21 Isealed at housing/interior finish. „?Does Not ;and labeled to indicate &It 2 0' ;cfm leakage at 75 Pa. E" .x'?Not Observable m , vv t'.,a. .,,1,_ •~.w.';~. 'fii?Not Applicable 403.2.1 ;Supply ducts in attics are R- R-?Complies [FR12]1 insulated to R-8. All other ducts R- R-?Does Not b1 in unconditioned spaces or - loutside the building envelope are I?Not Observable insulated to R-6. Not applicable if ;?Not Applicable all systems are ductless. 403.2.2 ~ All joints and seams of air ducts, ?Complies [FR13] 'air handlers, filter boxes, and s.~' x j?Does Not ,U ! building cavities used as return 1?Not Observable ducts are sealed. M `J tt,....,V,;,?NotApplicable 403.2.3 Building cavities are not used as ' p r -"i MEW :;?Complies [FR15]3 ducts or plenums. , a~,.?Does Not d~ "Wv 1 ham'. <rz, '?NOt Appli abbee 403.3 HVAC piping conveying fluids R- R- - !?Complies [FR17]2 . above 105 OF or chilled fluids ?Does Not below 55 OF are insulated to R-3. j I?Not Observable ?Not Applicable 403.4 ;Circulating service hot water R- R-?Complies FR18]2 pipes are insulated to R-2. ?Does Not gj ?Not Observable j?Not Applicable 403.5 ;Automatic or gravity dampers are z,'?Complies [FR19]2 installed on all outdoor air S ?Does Not intakes and exhausts. a a rt" rv'f"t's ( ~'`,'?Not Observable I ;?Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Windsong Cove Report date: 01/22/1 Data filename: Z:\Sinclair-Schiff\PrivateRd-EastMarion\Sinclair\Schiff12039.rck Page 5 of 8 2010 New Yor Insulation Inspection Complies? Comments/Assumptlons - Enet9Y <<. 303.1';_.; All installed insulation labeled or I?complies [I141312 installed R-values provided. ?Does Not J ?Not Observable; j?Not Applicable j Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Windsong Cove Report date: 01/22/1 Data filename: Z:\Sinclair-Schiff\PrivateRd-EastMarion\Sinclair\Schiffl2039.rck Page 6 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.4.2, ; Building envelope tightness ; ACH 50 ACH 50 ?Complies 402.4.2.1 !verified by blower door test result ?Does Not [FI1711 of &lt;7 ACH at 50 Pa. This Hr , requirement may instead be met?NOt Observable via visual inspection, in which ?Not Applicable j :case verification may need to .occur during Insulation inspection. 402 4.3 Wood-burning fireplaces have ,~,~„~r .;?Complies [Fl8].. Igasketed doors and outdoor k'''`*t+ ?Does Not combustion air. k} ' r a~ ~ G* ~?Not Observable ' ;?Not Applicable 403.2.2 j Duct tightness via post- _ cfm _ cfm (?Complies [FI411 construction with maximum ?DOes Not leakage of 8 cfm to outdoors, or 12 cfm across systems. For I?Not Observable rough-in tests, verification may ?Not Applicable j need to occur during Framing Inspection, with maximum leakage of fi cfm across systems and 4 cfm without air handler. 40311 Programmable thermostats [F19]2 installed on forced air furnaces. ?Does Not []Not Observable ?Not Applicable 403.1.2 :Heat pump thermostat installed ''+f k?Complies [FI10]2 on heat pumps. 1?Does Not °^y~;?Not Observable E]Not Applicable 403.4 ;Circulating service hot water [FI1112 (systems have automatic or ?Complies iY"~ fi x" 4E]Does Not A :accessible manual controls .p ?Not Observable +fx ah '?Not Applicable 403 9 1 Readily accessible switch on r ,?Complies [FI12]3 heaters for swimming pools "g r ?DOes Not M ;?Not Observable ? ' I Not Applicable ~.a 403.9.2 :Timer switches on pool heaters + a?Complies [FI19]3 land pumps are present. rp u ?Does Not 3 ,!;?Not Observable #.'?Not Applicable 403.9.3 :Heated swimming pools have a 3?Complies [F120]3 ;cover. Covers on pools heated x;?Does Not d, over 90 QF are insulated to R 12 ^pr ".i ' "E]Not Observable f. "??Not Applicable ' 401.3 ;Compliance certificate posted. ~"'^'?Complies 1' [FI7 ; ~z?Does Not ?Not Observable ?Not Applicable -ru 303.3 'Manufacturer manuals for ?Comp lies [FI1813 (mechanical and water heating ?Does Not g, equipment have been provided, ?Not Observable s I ?Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Windsong Cove Report date: 01/22/1 Data filename: Z:\Sinclair-Schiff\PrivateRd-EastMarion\Sinclair\Schiffl203g.rck Page 7 of 8 f r I High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Windsong Cove Report date: 01122/14 Data filename: Z:\Sinclair-Schiff\PrivateRd-EastMarion\Sinclair\Schiffl2039.rck Page 8 of 8