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HomeMy WebLinkAbout39363-z El Z Residential Code of New York State 2010 General specifications Location map CIRCLE INDICATES DALE MILE RADIUS '' rrn�,,D Sheet Notes: ' 0 CONCRETE WORK (9402—R401) SIno191115oN1R Residence Private Rd (KBy1519NS Cp EPs[Merlon, NY 11930 ^ ILAND SDUlY Climatic CLGeographic Design Criteria table R301 .2 (1) ALL CONCRETEWORCSHALLCOMPLYWITHMe EELIFILATIONSAll THEFOLLOWIN6STANDARDS QNG 1� I' EXCEPT MUSEUM ANDrre STRINGENT REmIREM5Nr55HOWN OR srSLwIED SHALL Dance , ' L O$1f'Q Site data: Br�na wiuJ sPe° . exbl[el Rom ms° rmm w ,r°[ m. sl Lela rm°d AlLill f g 9 ARI 501 "SPEOIRLATIONVE FOR STRUCTURAL. LONORE E PER WILOIN65' N BO. FEESH E gB.q$'Olr E Z °aJ Sp['eA (o,pb) Cao weolLe' nb fon ernle ,[ ,1, ,e a hznrJ LATEST REVISION Tro c e m 1 � TB.I B' N TOWN OP SOUTHOLD 'R-BO' RESIDENCE 45 190 L SEVERE- 36 ' M-H YE5 1904-1998 LATEST RETS R CONCRETE FLOOR AND SLAB OONSTRL VON" _ DEPTH N E BLDG 09-04 p C SINGLE FAMILY RESIDENTIAL ALA SII "RELOMMENDEO PRACTICE FOR CONCRETE INSPECTION PRINCIPLE BLDG Use & occupancy classification. CONSTRUCTION CLASSIFICATION PAYSV-B LATEST REVISION 0 ❑� y` Tc 11 PAID 60, FRONT V SOMMENDEO PRACTICE FOR (ANLREIE' FORMWORK" E rmm x+nR+l. [+am `% J` GOA(F°=au xo,xVA bio"E SP,-`a3""` BB Typical riQde require��ents ACI 916 'BUILDING LODE REOUIREMENT5 POR REINFORCED LONG PATH To eeAcr, LATEST REVISION _ _ 2 REARM -ALL INTERIOR ANO EXTERIOR WALL COVERINGS ARE TO BE INSTALLED IN ACCORDANCE WITH SECTIONS ALI SAT � ..{- - 2 SIDE (TOTAL) RT02 , RTO] 9 AND TABLE T[OA1 TO ME ALL E 5 AND TOS 4 TOME T TH + (( ) HEIGHT - ALL INFERIOR FINISHES SHALL BE FIREEP AS PER AND RAMCC AS PER SECTIIONI RM2OONT5 OF SECTION 8930 PRACTICE' I-ATEEPT ARI BLATEEES, STMER' LATEST PLAZIN. +n,mann PuN LICITRJ6 �"ml SITE AREA' CONCRETE REINPORLINb STEEL INSTITUTE OF STANDARD ga MIXING AND FLAILING OF CONCRETE CURING MEET AMC EACH -ALIGN ALL RAFTERS OVER STUDS COLO WEA — UPLAND 449,436 SP 4 -ALL WALL FRAMING TO COMPLY WITH R60210 THROUGH FO O21010 2, BASEMENT, FOUNDATION E%RRIOR WALLS N OTHER VERTICAL CONCRETE SHALL HAVE A LOMPRF551VE _FNC IF P = AK' BANK �,,,, 20,-195 SF -ALL NEW WINDOWS r DOORS TO HAVE A MIN DP RATING OF 90 A5 PER SEL R901.I A. N TABLE P8012 STRENGTH OF 9000 PSi 6 15 PAYS PORCHES LARPORTS 1 6ARAIN CONCRETE SLABS SHALL HAVE rxcA TOP as a+xc TOTAL - 464221 OF -PROVIDE FOR BLOCKING AS PER SECTION A Rfi O3 B A LOMPRE`S VE 5TR SN OF 9500 Fal • 25 DAYS. CONCRETE SHALL BE AIR ENTRAINED rmT OF = TOTAL AIR CONTENT (% BPA VOL OF LONGI SHALL MOT BE USE MAN 5% OR MORE MAN T %. EXISTING LOT COVERAGE 0.95% RI -ALL EXIERIOR WALLS TO BE SHEAR WALLS IN ACCORDANCE WITH WHOM 34.4.2 AND TABLE 5,11 MB MATERIALS USED TO PROVIDE CONCRETE AND TESTING THEREOF SHALL COMPLY WIN THE N 1 l LnTOFersT �- Q -ALL NEVI PLUMBING FIXTURES TO BE IN ACCORDANCE YU SECTION 8301 r FIGURE- R9OT 2 APPLICABLE STANDARDS LISTED N AD 915 OR ASTM O 1151. ((4022) R GARAGE W'IOr9 c�1151W,Li10111 9 ALL WSLOEO WIRE FAHRIO REINFORCEMENT SHALL CONFORM TO ASTM AGE, LATEST REVISION w R, m $21 SF Z .. ,m PaRLHes mlor9 rRxs rw� o1u ., 91 sF Loads table R301 .5 Deflection table (301 .7 4 ALL FOLTIN ES AND GRADE BEAMS SHALL BEAR OW UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 3000 POUNDS FOR SWORE FOOT IN ANY WAY TO ANY PROPOSED STUILNRE. IF �`l ` V, TOTAL 1,612 SF USE DEAD LOAD LIVE LOAD STRUCTURAL- MEMBER ALLOWABLE DSRRMIMo 5Y ME ARCHITECT, THE ACTUAL BOIL MARINE SETTLEMENT LHARALTERISTIL5 SHALL BE ,}p PROPOSED LOT COVERAGE 043% m DEFLECTION ASSTS D BY A GUALIMED SOILS TEST LABORATORY AND GEOTECHNICAL EN6INELN. 'ME OWNER SHALL i � � V• p'ry, me I f �" POOL HOUSE " 56O SF BEAR THE EXPENSE OP TESTING. 'f ( _ ROOFS 12 PSF 45 PSF RAFTERS HAVING SLOPES GREATER L/160 n ys WO PORCH 56 SF THAN 5/I2 W NO FINISHED CEILING rm°x sexoe SUIPE pool. TOTAL „ BOOB OF ATTACHED TO RAFTER5 MASONRY WORK (R404) a 1 _—J r OF ALI 530 ADEPS, / TMS 403 11 oil X16 ') w cu-vooR 'HON UR PARTITIONS H ISO ALL SONRY NbRK SHALL CONFORM TO NE REQWIREMENT5 / 16 all(SLEEPIN 1 3 DEF 90 PST' INTERIOR WV.LS I PARTIT N / I. A MA o w oo I _ q 11� FLOORS (NON-SLEEPING) B PSF 40 PSF FLOOR 1 PLASTERBO LEMEMB L/960 O ALL CONCRETE MASONRY UMTS SHALL CONFORM TSJA MAXIIMU MC OF ASTM 090-99, LATEST l ]e FeoecssU Is AN)ALIR' OELKS 10 PSP 40 PSF ALL OTHER STRULNRAL MEMBERS 0240 REVISION, FOR FULL LOAD BEARING MASONRY UNITS WITH MAXIMUM COMPRESSIVE 5TRENGN 1 c N r.11115 1. iL °,G C MASONRY Is LOCATED n I = O LS / , r W 60 9 MORTAR TYPE SHALL BE WIRD POR RE PARTICULAR ENJIRONMENi IN WHI H i r � � D D S �S OR LS W/ PLASTER OR H/3 5 10 PSF 60 PSF E%iERI OVAL I BALCONIES O AND COMPLY WITH i U COMPARED FOR STRESS THERMAL AND Mi015NPE LONOITI NS I 61VIN6OERE Q SNLLO FINISH PSTN 210 (p60T 9 a ATTIC YV STORAGE 9 PSF 20 PSF EXTERIOR WALLS-WIND LOADSv W/ L/240 wxoem coHSTwcTiaH s[RnIT ANSI `(']I BR TTLC- FINISHES 4, PREMOULSHA AND KEYED VERTICAL EXPANSION ANSM SHALL BE LOCATED Me 20 FOOT INTERVALS 'I��JJ-I,JI� 1�`�� SPECIAL SHAPED MASONRY UNITS SHEAR OP TRHNSHITTIN6 SHEAR SHALL IO UTILIZED AITIL NO STORAGE 9 PSF 10 PSP EXTERIOR WALLS-WIND LOADS* NV L/130 UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED AT JOINT LOCATIONS, ❑ FLEXIBLE RNISHS5 III \ PROPOSED ARIAMAr a 1 ATOR Casa- GARAGE 50 PSP 'ME WIND LOAD SHALL BE PERMITTED TO Be 5. RUNNING BONG MASONRY LW0.5E5 ARE PELYIIRm AT ALL LOCATIONS A5 01 TIMES THE COMPONENT t CLADDING MASONRY R /ALL BE TOOLED OR RODDED NOT R4K®. T\\ V✓ f d' TAKEN 6 ALL INTERIOR AND EXTERIOR MAS NR JOIN 5H 1 Q RAILIN65 300 M/LF LOADS POR THE TS HERSES OF THE DC-TERMININ6 z DEFLECTION LIMITS HEREIN, T TRY+AEO GALVANIZED, I STEEL HORIZONTAL ULABI NES H RI ONTALEO AT 16• MAXIMUM INTERVALS ] \\\ INCLUAII CORNERS, INTERSOLTIONS AND PILA5TER5 HORIZONTAL JOINT REINFORCING SHALL BE If{\(1 LU Room requirements ((303 through (305) DUAL-L-W,LLLREWAL \ HE ROOM AREA HEIGHT LIGHT M VENTILATION is EGRESS 0, IN 'ADDITION TO REINFORGIN6 INDICATED, GRACE 610 µ REINFORCING OOVI5 0 ARE REIVER 15 AT d 4B•ROG.EA INTERVALS E%RNO N6 UPNAPD ONE FOURTH NE HEIS HEIGHT OR 50" WHICHEVER S SITTING RM 249 5F VARIES 655457 26 4099 5F b BB 94 SF- IS GREATER, AND FULLY IN GROUT FILLED CELLS BE HEIGHT 04 BARS ARE REWIRED AT 96" 1 INTERVALS WITH SULLY GROUTED CELLS. BARS SHALL BE EMBEDDED IN CONCRETE FOUNDATION SUFFICIENTLY TO DEVELOP ADEtl1AR ANLHORA6E'. 5TRUG7URAL STEEL (5G2205-15G22105) 1 I ALL STRULNRAL STEEL WORK SHALL BE IN ACCORDANCE WIN THE RE[YJIREMENTS HEREIN INDICATED AND IN ACCORDANCE WITH NE REIXIIREMENT9 OF THE FOLLOWING STANDARDS. WHERE CONFLICTS OCCUR, NE MORE 5TRINI STANDARD SHALL APPLY. Area ealcl.11atlonsv �1 RESIDENTIAL LOPE OP NEW YORK STATE DESCRIPTION AREA REMARrS g BVILDIN6 CODE OF NEW YORK STATE PROPOSED FIRST FLOOR Gel SF PROPOSED 6 LAR GARAGE g THE DESIGN, FABRICATION AND ERECTION OP 5TR11LTIRAL STEEL BUILDINGS AND STRUCTURES PROPOSED SECOND FLOOR LESS SF- PERMIT N9B560 - ACTIVE, UNDER CONSTRUCTION SHALL BE IN ACCORDANCE WITH EITHER THE NEED LOAD AND RESISTANCE FACTOR DESIGN SPELIFIOATION FOR STRUCTURAL STEEL 9UILOINI65 (MSL-LRFO), AISL SPECIFICATION FOR FROP05ED WO PORCHES 91 5F -ALL HABITABLE FOROMS SHALL BE PROVIDED WITH A56REGATE GLAZING AREA OF NOT LESS MAN 5TWKTIRAL 51 WIIDIN65-ALLOWABLE 51R@55 DESIGN (AISL-ASD) OR AISL SPECIFILhTIONS 5% Or ME FLOOR AREA OF $IDH ROOMS NATURAL VENTILATION SHALL BE THROWN WINDOWS FOR THE PE516N OF STEEL 1bLLOW STRULNRAIL SECTIONS (AISL-Hel WHERE REQUIRED, THE PROPOSED FOOL HOUSE 540 BE J P DOORS LOWSTRUCTURESRS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR SUCH OPENIN65 SHALL BE SEISMIC DESI6N OF STEEL STRUCTURESB RES SHALL E IN ACCORDANCE WITH THE ADDITIONAL E J PROVIDED WITH READY ACCE55 OR SHALL STEERAGE BE READILY CONTROLLABLE BY ME BUILDING PROVISIONS OF BL 221]. PROPOSES RICO PORCH 56 5F 1 I OLLWANTS THE MINIMUM OFENABLE AREA TO THE OUTDOORS SHALL BE 4% OF THE L 1 FLOOR AREA BEING VENTILATES, (R308U ` AN51/AWS DI.I "STRULNRAL MILGN6 LODE-STEIEL", LATEST REVISION, PROF05M OPEN TRELLIS q95 OF L rEXLEPTIION, G NE GLAZED AREAS NEED NOT BE PROVIDED IN ROOMS WHERE MECHANICAL VENTILATION 15 t ALL FRAMING MEMBERS SHALL BE SHOP F-ABRIOARP FOR BOLTED FIELD ASSEMBLY, FIELD PROVIPED AND ARTIFICIAL LIGHT 15 PROVIDED CAPABLE OF PRODUCING AN AVERAGE OUTENS OR DRILLING, WEEN REWIRED, SHALL BE CLEARLY NOTED ON ME MOSSAIN65 ALL ILLUMINATION OF 6 FOOTCANDLES (GAS US) OVER ME AREA OF THE ROOM AT A HEIGHT OF FRAMING RIEMBER6 SHALL CARRY AN EASILY VISIBLE IDENTIFYING MARK, EITHER STAMPED, III 1 50" ABOVE THE FLOOR LEVEL ( 303,1, EXCEPTION 2) STENCILED OR PAINTED. /-/1' - FROVIOE 110 CFM MECNICAL HAVENTILATION IN BATHS WITH No VENTING WINDOWS (R90BS) IS 3 ALL FIELD CONNECTIONS SHALL Be BOLTED. III SHALL BE MACHINE BOLTS CONFORMING L TO ASTM SPECIFICATIONS Ages OR A490 AS SHOWN ON THE ORAWIN65. ME PAYING SURFACES 0 nOF ALL BOLTED CONNECTIONS SHALL BE 5MOOTH AND FREE FROM WRRS OR DISTORTIONS N General conditions ALL BOLTS SHALL BE L SHALL BE AN PLATED, LJ 1• 4 ALL STRUCTURAL STEEL SHALL BE ASTM A-Bb 11F1' = 86 KSU ALL (CABLE FABRICATION AND NO LOCAL WORK SHALL A LONWLRD IN BUT NOT WITH O- p 9 APPLICABLE FEDERAL, STATE AND LOCAL LADES AND ORDINANCES INCLUDING Wi NOT LIMITED To NE 5 ALL SHOP AIS,, SPECIFICATIONS, SHALL S WELDED OR BOLTED. BOLTS TO A 9/4" MID ASTM A�B9 Abbre V iations� & SA)1'n,]' olsv Y, POLLOWIN6, ATCM 2012 ANO MEET AISL TION111AL SECTION LIG MELD$ TO BE ETOX% AND MEET AISL l -REEIDEMIAL LOPE OF NEW YORK STATE 2010 $PELFGATONS, SECTION 111 ALL SPECIFICATIONS TO BE LATEST REVISION. -ENERGY CONSERVATION CONSTRUCTION CODE OF IJEW YORK STATE 2010 6 ALL AMUSING SHALL BE DONE BY LICENSED WELDERS ALUM ALUMINUM SELT/DTL N 3 -MECHANICAL LODE OF NEW YORK STATE 2010 BE BI-FOLD BO CONST NOR • '� � ' , -WEU AND SACS LODE OF NEW YOGI STAR ]Olo 1 ALL STEEL DETAILS SHALL BE DE516NED TO CONFORM TO ARLHITELNRAL REWIREMENTS BRN6 BEARING SHEET N lv\ RSVISIOpS: J WHERE CONFLICTS ARISE, ME MORE STRINSEM REOUIREMENTS SHALL APPLY OJ CEILING JOIST - _ COMPEOPOVEIDEVERRI £ 2 NE GENERAL CONTRACTOR 19 RU`PONS BLE POR COORDINATION OP WORK WIN ALL TRADES 50 THAT B, ALL STEEL FLITCH PLATES TO BE THROUGH BOLTED WITH 5/B" DIAMETER STEEL BOLTS AT 6" OL OR CLEANCHECK GTE M �1\ N CHLY all-0 MIN ROAD My AIR 1b CONFLICT OR DEFICIENCY R3DJLT51N NE COMPLETEO WORK STAMMERED. LONG CEILING DEMO NOTE F/��-� -n a mr. e¢ a..murtcs[.nliu!n[mrvanmmruusnrooa urs ani 3 Me ARCHITECT HAD NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION AND AS ECE S NO 00 CLEAN OUT / LA5EO OPENING V^J �T N 1 `\ CONT CONTINUOUS }`\ MORCONaarmOr RESPONSIBILITY FOR OONSFIRL ION ACTIVITIES. LT COLLAR To INT ELEV. M 4 NT ME CONTRACTOR SHALL OBTAIN, PRESEEVIDENCE OF, ANP PAY FOR ALL PERMITSNECESSARY STRUCTURAL LUMBER (R502 Rii III D PRYER TE MASONRY UNIT 02 DOOR TAG TO CONDUCT NE WORK- ANO COMPLETE THIS CONTRACT NE CONTRACTOR SHALL OBTAIN ME 5 GHEES — WILDINb PC-(MIT AND LC-RTIFIGATE OF OCCUPANCY AND ALL REQUIRED APPROVALS ALL WORK SHALL L ALL FLOORS. WALES, OEILIN65 I ROOFS SHALL BE DESIGNED AND CaN5TRULTED IN MIN DIAMETER JO Be PERFORMEP IN CHRIST ACCORDANCE WITH ME REGULATIONS AND RFAUIREMEMS OF THE VARIOUS ACCORDANCE WITH ME SPAN TABLES FOUND IN THE RESIDENTIAL LODE OP NEW YORK STAR DJ DECK JO =— Proposed CIVIL AGENCIES HAVING JUR15DICTION THISMAGE OR IN ACCORDANCE WITH NINON / MDS AND ACCE-T. ON DOWN WINDOW TAB m REVISION 1 DW FISH WASHER 1 /� MON COMPLETION OF THE WORK PROVIDED FOR IN 1X15 CONTRACT, ANO BEFORE- FINAL PAYMENT SHALL EW EACH WAY S 18.13501' W 3$151 ��'/G 1 O� Cove Be MADE, ME CONTRACTOR SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF 2. ALL LUMBER SHALL BE DOUGLAS FIR LONSTRKTI WN GRADE 02 OR BETTER WITH THE FOLLOWING FM FRESH AIR INTAKE 11LU� V OLLUPANLY OR CERTIFICATES S OFVISNA COMPLIANCE RE AP R MESE VARIOUS 5LUBJ ES, MINIMUM STRESS 6R4D58, FF FINISHED FLOOR 5 qp T6 ,jvT'1 S. ALL ACTUAL FIE D COATED ON ME DRAWINGS ARE ME APPROXIMATE AND ARE ECTED T TO REVI510N NE FJ FLOOR JOIST PER ACTUAL FIELD CONDITIONS, NE DISCRETION of ME OWNER, AND AS DIRELRv AND/OR ARROVED BENDING 5NE55 FB • BAEE. 515 HDU. Ildl P51 FR FIRE BARD N BY MeARCHITECTSHEARGTRFE W . 95106 PSI GALA GALVANIZED SITE PLAN 6 NE CONTRACTOR SHALL SECURE LONSTRIILTION SITE N ACCORDANCE WITH ALL APPLICABLE SAFETY MOW W5 OF ELASTICIN OR b % 0° P51 NET HEIGHT M WALL BOARD STANDARDS THE LONTRALTOR SHALL CONDUCT ALL WORK TO PRECLUDE NO EFFECTS OF WEATHER NET HEIGHT Private Road ON COMPLETED HOW, OR "MARK IN PPO6RTS$ 3. ALL FRAMING BRACKETS ANP ANCHORS SHALL BE! 6N16E GPLVANIZEO STFEI. BY 911-R'50N OR EQUAL LVL LAMINATED VC-NEER BOMBER SCALE� (•'-)99� T ME CONTRACTOR SHALL ME ANE ALL RC-SPON IIBIWI AND E%PENSe OP TEMPORARY ENCLOSURES MEM MEMBRANE East Marion, New York 11939 MERCER NECESSARY OR WHERE CALLED FOR IN THE ORAWIN55, 4 ALL WALL PLATES BEARING ON LONLRE2 SMALL ®E PRESSURE TREATED PRES�VATI VE IPTP) TIMBER MFbb MANUFACTURED TO SHRED NTS NOT EN E RP SITE INFORMATION A5 TAKEN FROM A SURVEY BY B, ITEMS SUSTAINING PACKAGE PURINE ME CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR 5 ALL LOAD BEARING DIMENSION LUMBER SHALL BE IDENTIFIED BY h 6MDE MARK ORA P.L. ON RENTER NATHAN TAFT CORWIN III, AS, DATED MAY IB, 3019 REPLACED TO THE SATISFACTION OP ME OWNER AND TO THE APPROVAL OF THE APLHIRLT, AT THE LUMBER AT COM OR INSPECTION AGENCY MA4 HAS BEEN APPROVED BY AN ALLREDITATION FE FOUREO CONCRETE CONTRACTOR'S EXPENSE EDDY THAT COMPLIES WITH DOL P9 BO PIP RI EYVRE TREATED PRESERVATIVE LPA TT /. A t T n 4 ME CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER So AS TO NOT IMPAIR THE 5'IRUCNRAL RP ROOF DRAIN Ll L1 �1 d�'I•eCt`S LL1 NTE6RITT OR 5TABLITY OF ADJACENT STRIILNRES, EOUIPMENT, OR UTILITIES SHOULD DAMAGE OCCUR REP REFRIGERATOR AS A RESULT OF THE WORK, THE CONTRACTOR SHALL REPAIR OR REPLACE SAID DAMAGED ITOM9, ME FAL) BIND AND HEATING TVG WORK (P2502 6 9505.6) REQ'O REQUIRED Riser diagram (no scale) MINIMUM PIPE INSULATION SMALL COMPLY W/ TABLE 5045 OF THE ENERGY A n C H T L C I' Ll R F P L A NI IN N G CONTMLTOR SHALL BEAR ANY AHD ALL COSTS ASSOCIATED AIM WORK PI5OONTINUATION, MATERIALS RK ROOF RAFTER 1� CONSERVATION CONSTRUCTION LOPE OF NYS, A n s Fein TESTING REPAIR AND ALL MISCELLANEOUS RELATED ITEMS. I. PWMBIN6 - SANITARY, COLD AND HOT HARPER, AND ALL OMER PIPING SHALL CONFORM TO SCDHS SUFFOLK COUNTY DEPARTMENT AMARA p a - p a 10 ME TERM "OWNER" SHALL REFER TO ME LEGAL OWNER OP ME PROPERTY AND PREMISES AND ITS ALL LOCAL, (COUNTY I TOWN REgUIREMEMT9 ANDTHE REWIREMENT5 OF ME OF HEALTH SERVICES MENT5 OR REPRESENTATIVES RESIDENTIAL LODE OP ME STATE NEW YORK, EH SHOWER 11 ME CONTRACTORS pGREB-0ENi TO ENTER INTO THE WORK SHALL SUFFICE AS ME CONTRACTOR'S 5K SINK Lemmen PaulgTsocores, Frth,lecu LLP ACCEPTANCE OF THE TERMS SPECIFIED HEREIN, AND 5HE LL BE INCORPORATED IMO ANY ANP ALL E ME USE OF- LEAD SOLDER IN PIPING JOINTS IS STRICTLY PROHIBITED UNDER LAW. T � T Gee1 E Al SFR,, PH 1]63 TO TERMITE SHIELD TM 531 599191-1 fan e]I 599 E935 �q AGREEMENTSBEMEENOWNERAND E ACONTRACTOR OFF PENNWIN TYPICAL VENT MRLNI6H VENT THROUGH IN,- planc,mm 11 THE COS, ALL RE SHALL O S AMC3 AND/OR VERIFY THE bNPL LOCATION OF ANY AND ALL 3 ALL HYDRONIL HEATING SUPPLY AND HOT WATER FIFES SHALL BE INSULATED, UON UNLESS OTHERWISE NOTED THE ROOF THE ROOF '•{CrU UTILITIES, ALL SUPPLY, WASTE AND HEATING PIPING AND RELATED ITEMS PRIOR TO LOMMENGEMENT OP AN VERIFY N FIELD NEW RL COSTS, INCURRED SHALL BE ME RESPON5IBILIT' OF THE CONTRACTOR 4. HEATING SYSTEM SHALL BE EXISTING TO REMAIN LONTRALTORTO MODIFY AS REgUIRFD TO BE W WRM ER 4" 4" 19, ME CONTRACTOR SHALL, AT ALL TIMES, PROVIDE CONVENIENT ACCESS AND SAFE AND PROPER SUITABLE FOR COMFORT HEATING IN AOCORVARI WITH THE REWIREMENTS OF ME AM WATER HEATER FACILITIES FOR THE INSPECTION OF ALL PARTS OP THE WORK ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, ANN WELDED WIRE MESH I x 14, ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME To BE DEFECTIVE OR SUBSTANDARD SHALL BE SAMU L TI Cf REMEDIED AT ONCE REGARDLESS OF PREVIW3INSPECTIONS. 5 THE FLUM51NO CONTRACTOR SHALL OBTAIN ALL PERMITS I PAY ALL FEES REWIRED FOR _- rzoah s acv13 ALL MATERIAL AND ITEMS INDICATED ON ME CONTRACT PRAWIN65, [ANS 2P BY THE ARCHI GEST HIS WORK WALL LEGEND: GGNGRETEAND A5 PER SIR CONDITIONS DEMAND SHALL BE DISPOSED OF PROPERLY IN AFPROVEO Issue Bale, OCONTAINER OUT OP NE PATH OP CONSTRUCTION AND AWAY FROM ME NBLIL, WT OP THE PATH OP Ip" ° 2"CONSTRUCTION AND AWAY FROM RUBLIL AND VEHICLE TRAFFIC, AND TO BE CARTED TO APPROVED L J EXISTING WALLS REMOVED K GHEN W ROR EQWL . ALL WIAND SKFPtS ANO s1BE5 SHALL Be RACED BT MCGRESEM CORP., BAYPORT, PAN ELEGTR GAL WORK ( EBBGU ® rielecl0slS LAND FILL 51TE BY LICENSED GARTERS.I6 ALL NCW WINDOWS ANO SKYLIGHTS TO BE SHALL N 5 INDICATED ON THE CONTRACT PROARSH5 I. LMU WALLS -- WINDOWGLAZINGSHALLBEHI6HPERFORMANCEOR 'E" TYPE6LAZINS, FURNISHFIBERGLASSINSECT ALL ELECTRICAL NORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL LOGE OF SEPT ?U L SCREENS AM ALL NEW WINDOWS NEW YORK STATE, ME NATIONAL ELECTRIC LOVE, ME LOCAL POWER LO AND ALL NEW PLIIREO CONCRETE WALLS IST FLR FA1 Srale:APPLILABL5 LOCAL RSWLATIONS ME CONTRACTOR SHALL OBTAIN ALL PERMITS ANE PAY 3" I/3 3'11. THE CONTRACTOR SHALL CHECK ANO VERIF-T ALL cONOITIONS of THE SITE PRIOR TO STARTING OF ALL FEES REQUREP FOR HIS WORK, ME CONTRACTOR SHALL HAVE THE INSTALLATION AS NQTEo ' WORK ANO HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK INSPECTED AND APPROVED BY AN INSPEOTIONI AGENCY OF ME FIRE UNDERWRITERSY'0 LO AGREE WITH SAME, ASSOCIATION AND SUBMIT A OERTIFIVI OF FINAL APPROVAL BY THE INSPECTION AGENCY WALL LEGEND. WOOD FRAME AIR Print d O'ewn, SM1ee, 15 IN IN THE COURSE OF CONSTRUCTION, A CONDITION E%1545 WHICH PISA6REE6 WITH THAT AS UPON COMPLETION. _ _ _ _ _ HOUSE TRAP TO ITA RS APPROVED NOICATED ON THESE PLANS, THE coNTRALTOR SHALL STOP WORK AND NOTIFY ME ARCHITECT . _ _ _ _ _ : EXISTING WALLS REMOVED SANITARY SYSTEM Zc39 [P- SHOULD HE FAIL TO FOLLOW THIS PRCLEDURE AND CONTINUE TO WORK HE SHALL ASSUME ALL 2, SMOKE DEFECTORS SHALL BE FlURNISHEP AND INSTALLED AS INDICATED ON DRAWINGS AND IN � RESPONSIBILITY AND LIABILITY ARISING THEREFROM, ALOLRDANCE WITH APPLICABLE FIRE SAFETY AND ELECTRICAL CODES [� EXISTING WALL5 CRAWL Lob. ChecY, A GRAST DING AROUND NEW LONPUOTION SHALL SLOPE AWAY FROM MOUSE AND BLEND IMO REACHING MEN (NIP 20, PO NOT SCALE ORAWIN65 WRITTEN DIMENSIONS 3JPER5EPE SCALED DIMENSIONS, 3, ALL ELECTRICAL FIXTURES 5WITLHES AND ACCESSORIES SHALL BE SELECTED BY ME OWNER, NEW WALLS 21, IT IS THE INTENT OF THESE ORAWIN65 TO EXPLAIN THE REWIREMENT5 OF THE PROPOSED COVFR CONSTRUCTION HOWEVER, FIELD CONDITIONS MAY ARSE PARING CONSTRUCTION THAT MAY NOT HAVE BEEN EXHAUSTIVELY PETAILED `LTV ,Til =GE Q — —q — — — — Sheet Notes: _ F10'-4• 5•_p• 10•_4„ - L) , a, — Fotmdation notes: — — l - BACKFILL BELOW FOOTINGS A D DAY C SHALL BE VI \ CONE ST CONCRETEF000 HAVING A 30 DAY COMPRESSIVE Z - _ rrP STRENGTH OF 9000 P51 34 - ALL FOOTINGS SHALL HhVE A MIN 9'-O" OF LOVER u PROVIDE _ _ .p - '¢' - - - VERIFY ALL DIMENs1oN51N FIELD 1� - ALL WOOD MEMBERS IN CONTACT W/ LONER I TO AT DOOR AS, ATEOf PLATFORM �� ^_ _ I _ ENUMBER5 E TREATED PRESERVATIVE (PR) LUMBER p V 10" 5LAB5 SHALL HAVE A MIN. COMPRESSIVE STRENGTH eo 1309 1 - - ALL NEW E%POSm 5LAB5 ON 6Rw.0E 1 GARAGE Q HATCHING D FOUNTE'S ____r______�rzxL,31 , [ iJ LO`a- 0___ __�___r :___ - - pEPRE55m POuMnr10N a "C . T._ " -J `/-'` , HH` _ L - . AnccoFr rr/ _ - , J - 11 T i /~- - OFA (L:Ow POURED R4O3R ON R61 W J `x`44 c aT N:ou3 a0x bAl+o L , I / 1 - - 10" PONE 0 C ND TION WALL $00 PS • SEE T K _ _ a @ KETED TO 0"%10" POURED CONCRETE O 6 _ (3) 04 BARS CONTINUOUS HORIZON , mN - Y _ _ _ _ x� L COHERE TO HAVE A•MINIMUM LOMFRESSIVE STRENGTH OF 3000 F5 a 20 GAYS L i_T1W - f I ' m ALL FOorlNbs rD REsr ON uNVISNdSEo spa Q 5 1 t - - - A 1- `I 7'I WITH A MIN, SOIL MANKIND OF I TOws F-. WITH A A L i , 1 I , T" L 1 - C MINIMUM OF 56" F LOVER 2 III -'J 17T 7 II]I CC 4 SEE Ro-3 Z ;�, 0 1 1 r LJ 1 3 PROVIDE 1 INSTALL V2 % 10^ ANCHOR Sol _ - - O a 56" O L, NV l MIN EMBmMENT - =; New la 9 4^ pc 5LA5 W/ 6%b 10/10 MAN OVER 1 11 JINX Crawl soace — — — 1 1 1, I _ � 1- 4 r 'P _ _ _ _ ITT- IllLc_ \ T 6 MIL VAPOR BARRIER 4 �I S r O" OLIN HT 0 ry 1 , N O - _ - - - Q 1 H 316115 FWH SObll FNLL13T61151 ® EMPSON NDU5 SHEARWTLL TIE IOWN ADJACENT 4 p 34'-4" �° :, 1 1 1 TO DOUBLE 5ND AT MINI OR DOOR ABOVE a T (SEE UPLIFT cONNELTIONS SHEEP RC-3) ❑ j �0 NII q 11 1 11 TY 2'-6 5O PROVIDE STEP FOOTING AS REQUIRED 1 n1- tl IS30 1 Plan notes: _____ -- 4 SCAL& 1/4' 1'-01' ANION 1 i - DOURER J015rs UNDER ALL PnW.LLEL PARTITIONS o SOUTH ELEVATION WEST ELEVATION _ _ _______ __ ____ __ __ __L, YSCALC. I/4'=1. 41 ___�____________ __ ____ _ __J_ J - JOISTS, Ol BRID6Inb _ LLFLOOR ry r- - y _ _ _ _ _ _ _ _ _ _ _ _ _ _ J I� n. 11 I I AND AROUND ALL IN OPENINGS F'LOORI FLAT ROOF ❑ ` T - '' LI�J LI __L 1 L_ __ _______- L____L - J - J Xo rBoo�ELIO RA%S, SBEAMSBRBAR OR ___________________ " 00 MAX. t SHALL BE SOLID r ,p -6" ry 1 P DRIP61NGPFFTH P MEMBER OR I6 Q IN ' I____ ~_ L y - PROAPE OAT5 AT ALL LOAD BEARING HALLS - VERIFY ALL DIMENSIONS IN FIELD PRIOR TO START OF WORK FEEEEEI - ALL WOOD MEMBERS IN CONTACT WITH CONCRETE LL PROPOSED Fl1NRE O L - - - _ __= TO BLUMBERP EBE URE TrsEATED FRESERVATI VE (PTP) CL EQUIPMENT TO 5E L L TEP - N CRAWL AS INDIL TEP PROVIDE 4X4 ROSH-5 WN CEDAR POSTS 6 SOLID BLOCKING TO JOIST OR 6 RPC-R BELOW L JIyI ❑ J A VERTICAL POOR MINWNLEOAR PANELS 34 _r L F ' - AND HINGED DOOR WITH STAINLESS OUT STEEL _ _ i� O PROVIDE t INSTALL 'FANTEOH' MPN HAROWAFE A9 INDILATEO FOR OUTDOOR _ - -� PREMIUM BATHROOM AlEXIMNUST FAN SHOWER SURROUND _ - OB 10"0AN BA 4 CAP COLUMNVU NSOAN BASE 1 OAP AST DOOR THRESH 14' % 6" TRENCH DRAIN AT POOR THRESHOLD 11- - 10 PROAl WALL MOUNTED LADDER TO ACCESS 10'-P 3'-O" _ - 3O"%34" SCUTTLE OPENING TO LOFT STORAGE �H 6•_Ou 141-01 61,011 _ - T 0 TICL9R 36•-D1 — — - — Elevation notes: 1TII IVIPI - 1 - --- - - ALL SOFFITSIT OROH CEILINGS TO BE IX6 T16 FOLUNDATION PLAN I o F N I L ) _ r_ _ - O CONCEALED PLASHING IN6 DLG' •AZEK' o8'O. y 4p 1•-4" I 6 BEAD BOARD FLANKING AS MP P O '^ r� 016EDAR 5HIN6LE5 S 3 T TSI/3' TO C+EATHER, COLOR AS PER OWNER ° 1 E I 3 IS", NI CEDAR PERFECTIONS hT 5 I/3" TO WEATHER u _ LOR'FIED N BLEAL AS PL-R OWNER 1 ® Pell ROUND SEAMLESS ALUMINUM GUNNERS 1 �1 LEADERS AT ENTIRE HOUSE VERIFY LOCATION OF I , li ' li qp - LEADERS W/ARLHITELT PRIOR TO INSTALLATION d If_0• p'-O• Ip-01 1 O Tr CAP HBA6 E AS SELECTED COLUMNS E NSLAN OS LAP 1 BASE AS 5ELEL P BY O E PROVIDE 4X4 RdA:H SAWN GFDAft POSTS i Te WNER W VERTICAL ROUGH SAWN CEDAR PANELS I I �I •a' � 1 � I � _ _ ! I I © I /5" X 3 4 AZEK' SOLID CROWN OVER L ANOHIN6m POOR SINDICTEDFO OUT STEL, i I� �, IID\V 11 - C I 'fl '11 1 'ISI - ', %10 'AZE1STON I N0005FRIEZC- BOARD N HARDWARE R INDICATED FOR OUTDOOR Q 1 1 O 'LULNRED' STONE VENEER SHOWER SJRROIMD 1 ERY 300 1 1 NEW E065 CUSTOM SOLD CORE PDDR NORTH ELEVATION L ----' TObALVA IZEDFOR MCSN SCREEN INSERT _ TO ALLOW FOR FRESH AIR VENTING _ T `i SCALL: I/4"-I'-0" 3 b Ill3aI 2 , --------j, �_�'1N Revisions'. - -- ---------- PI \Outdoors O p T 1� r 1 ' AIT °EuT`a nPa.°.,ni I:a�il`WI�In At aTm.la°I.,,: Pi Ill 4 '6' ShwL 1� 1 2 11 _________ ______ __ _ 1 1 y =a^=a :^' y, -aea pc _ 0 _ 4 Proposed �� BO E ,- L L :oes¢e c nm �' SII 1II� d EAST ELEVATION — — — — — — — — — — P _ cn +� �� h} -9 6 _ 51/2 1 - -f--p S1tT1116 � Lu_+\ g o LJ, ry 4 SCALE: 1/4 PI oEDN�7MAR SHINGLES ULES - 5 /n 1����� ���� H By 4,. �v ,� 4 \ s n J _ u _ COnStrnetion Notes Al1 IKon a _ 4_ I3 \ ROOF: �(J� I 5 • � \ .\ \ K r L " TO WEATHER L 4 4 I 1"3kFft V' 6"'CG' \r\I� '� Q _ T LIJ 300 FELT BUILDING PAPER `j.-/� N PN 1 ypical Elevation llote5:. 34 'y V2• COX PLYWOOD SHEATHING ENT ��15 'I� T� Private Road 3 X 6 ROOF RAFTERS a S. C/O (LOW i' ';; 3 Ja75 5• Ib,6:C.\ \\ 3 X 6 DOLLAR TIES 6 a- O/c/ NOW East Marion, New York 11939 ROOF: _ 2 X 6 OEILINS JOISTS a I6 O/C NOW IB", XI CEDAR SHINGLES - 5 UP' TO WE-AVER - H3A NU ELL Pr INSULATION - SEE SCHEDULE L FW 2`bI�FYH -SITZ+FV'S \\l\ \ A31X01-A2EK' FAS A BOARD OVER a Ib" 0 , - r/ v •v v L • 6YPWM BOARD - TAPE < SPACKLE 3 COATS /3 RA Attic Attic a^ ALL: ry 1 21/4" SOLID LROWN 'A RD OVER 10", p CEDAR PERFECTIONS - 51/l TO WEMHER LPA Architects, LLP FDFT BREATHER UMNAVCK 9 ENT / e O 4 2%6 SUB FASCIA W/ ---g DRAFT RETARDER (TNEK OR EQUAL) ARC -IIT [ C T U P f P L T PI H I•I G HATCHING A INDICATES J - %6 OR. A TIb BEAD BOARD SOFFIT PANELS _ 2 X 4 5 PLYWOOD SHEATHING w w o n: Wo Plot p1�FN M1 COLOR. AS PER OWNER 3X45NOr BEE SCE NOW yy, pa " plans , [ m LOFT AREA ABOVE — 14 /2" GYPSUM - OA SCHEDULE _ _ e v n1pR—Lnr1 L FASCIA/SOFFIT: In" GYPwM BOARD - TAPE 1 SPACKLE 5 COATS 21/4" Sol cpoWN, •AZEK' ovRR - � ' _ 15T FLOOR ten,°,=gram A+:adau•:,nan1=.H ur X0 Al FASCIA BOARD OVER _ 21 Geelev/mue sa b 1158 _ _ 1 � ' of �' FASCIA W/ m - - - - - _ FINISH FLOOR ON 3" LIGHT ABS T OEMENTITIOU5 MUD BASE F. a Il' 69 9/4' TIG PLYWOOD REON-00R. 5NRD -FLOOR OR EQUAL) T°II s31 509 29 b1 Fm 31 599 69]5 1X6 'AZEK' TI6 BEAD BOARD SOFFIT PANELS T IrlaM m I New N{ N I" COMINIQ U , SOREENEP VENT p �t T • - F 3 X 10 J015T5 6 12" OO FISH - SEE FLAW IP°-Plem,mm g POOI l Iat1O ROUND' SEAMLESS ALUMINUM GUTTERS 1 DOWN SPOUTS (3) 3 % 4 PTP PLATES ON SILL SEALER COLOR, A5 PER OWNER _ _ _ _ _ _ _ _ OVER TERMITE rHELP I Eil 1•-4" E4 141=0 1/3" 1•-4'• 1 3�4" NSTALL FLASHING 1DWEEP�OLES ASEREQ'p BY OWNER ry'S X la 9'GALVANIZED 5Q ARE BEARING BOLT AT 86" O L 1 _ _ I>^ _r..,E 1-..I, C*:F �i_ 3,_ 0; _ MIN Iti AT CORNERS 4 AT LAPPED MWEILL5 IT'-O•I O' WALL:O" Q3 3-0' T 10' Nbw POURED CONCRETE FOUNDATION WALL KEYED TOi I '� " Y Ix..oe DaleA°bb" IE" 91 CEDAR PERFECTIONS - 6 /3" TO HEATFIER III I ' ,11111 1 6' % IB" G FOOTING W/ (A a4 BARS R BAR IERION irvMhc'oipurlou oFc �ou� RE5AWN 1 RE&ITTEP 11 I I N � i 11111 ' I 4" PL. 5 AB OVER 6 MIL POLY VAPOR BARRIER f�U - � Qp}ILOLOR/PNSH, BLEACHING OIL. AS PER OWNER 4,u � '6" 1 KARNAK ONE-ROTE WATERPROOFINGFRIEZE TRIM: 1 1' New '1 °'11: INSULATION 5GHEDULE PriDale4 Crawls aCe - - 50 • ALL FLAT CEILIN65 SEPT 201231/4" 'r RIM BOARD Ol OVER n iImR- %10 'PIER' TRIM BOARD OVER - N1 'IT Ill 6 ALL FLAT CEILINGS (AT ATTIC)9/4 X GROUND (SEr DETAIL) I I ri' R-31 a ALL VAULTED CEILINGS Scae COLOR, AS PER OWNER 11 V 1" III I', R-15 a ALL FLOOR PLAN „aIo°°6�F. o0 E5FRIEY51NG, EMP A5 ReaP W — — r'_ _ Roof syR-22 im ALLsCil .ATSP w sp�Es 1 CEL Rs �; N� SCALE: I/4"_P O'• INFACER BA AND F 1 Sege lAS 14"5 BE ANDERSON'' 91 III 91 n 0 "I 9 THE NEW ROOF SYSTEM SHALL INCLUDE, BUT Olawm 5 ee, PRONNISHEO INTERIORS AFPLIm EXT/INT GRILLES N ALL OORS Of 5/4 _ PH A-2 Al N07 Be Total I°Fp Proposed Added S.I'. - 3YN (Pool House) W/ HISTORICAL SILLS LIMITED, TOTHE S, Iii O ALL VALLEYS, EAVES, fob CM1edy $E (1/p PpIC11 RAKES, CRICKETS, ENL. TO RECEIVE GAP 'STORM BUILDING T TTL TANG SECTION T A A 6" GUARD' FILM SURFACE LEAK BARRIER INSTALLED S P lllLllllV lJ l)li 11 1�• t`1 a`� PER RMFGRli AREASINSTRUCTIONSRECEIVE APPLICABLE) ALL RIPaE AREAS LL RECEIVE 'CORNU-VENT' OSCAR ERS SCALE: I/4"=r-0" RIDGE VENTS, INSTALLED AS PER MANUFACTURERS POOL HOUSE INSTRUCTIONS. ❑ 6° Werce. Sheet Notes: z II'-6" II'-6" 4' 12'-0" G2•_au L_4' I'-4u 2i_Ou Bu Bu Bu to Z ® 39•_O• Ina CI a New °r o_ New 4 II Open Trellis m AD OpenTrellis m z _ O IILI� m ❑ -- __- - - -- TI !� 50a PIER ON 0"N - - 'uaf o a'RXIs2� Pc, Foorw6 O - 26 � 1 - 1J c - - - - L - - - - J c _ _ _ _ � ❑ �,' NORTH/SOUTH ELEVATION EAST/WEST ELEVATION r > - - L - :� �_ SCALE 3/8"-I' 0" 1, -al I.1: ..I n 0, : nl - SCALE: 3/8' _1 .0 .I u, _ n F a 9/4%2 CEDAR RIRLINSa WAC FOUNDATION PLAN N PER) LEBARJBIBTB . I6" CC. n ^ SCALE: 1/4"=1'-0" ORDER IN1Olsr3 av-ek� GBER ns 1rvBlcnreB 6%12 CEDAR 61RBER 1:.. / W BHAPE� ENOE C 0 :1 o 2 RFIN515x8 / v I E/4 CEDAR OOWMN OAP 6 'Ly ' RE%1/2X5 qq 23'-O N 9/16 (2) I/2" q GALVANIZ2O BOLl3. C TyP cLNtIEPal BOTH BIVEE - I/4 4 New IF I '_bu II'- " _ _ 5u 6u Pool Patio FBI N 4X4 5rEEL NBE COLUMN Xr54%44<5/16 4X4 BLNEOULE 40 STE-L NBE _ LOWmol iYP FORE, - n - - - - - , � _ lIIIIjrI- � Ir-hl rYI- IlF1 _ _ _ _'_ _ ----- _ _ vLl - 111� - 1 Revisions:z I , ICi _ w ..w - _ _ I - _ - ilO„ 4 `mID �.,a� �i... ..,i,„,,eT IF.. vsee 10101u,,A mourn uxamoe AS - lC _1VSfl - _ICII-'0I `IC _ 1L = 17 : JC -IIi = C = =11_ = 11= = 1J =-1f Jl- - 17i _ A 2• 4 TrP I/5 1 mS - "e ic.aee......� 411 1 I II I- it 11- 117iII�F- II II I IIII-�IFr IF� II--11 I al � R B m = =III_ _ II = 7IJI oL 11. = IC7LJf JI. Ifj _ 11 =_I[ = 11- a-11. = 3x3mxE 12^o 'PEFMAOAEr HBXS LOLunry 4 •°�, - -IF - II - II - -II - II aH 111- -IF- ;II_ ill - -II- --II-TLIs- Ib'- 11 = IE, - f1- -11 - -Ib - Proposed _ R21nxVaxv If _ JI_ _ 7 _ ICII_ BI " Jf = _II_ _IL - - I = 11` 11 =1 If - 1 - _ 11 ll_ - p _ _IL _ T E deal 4 �nd�ong Cove -11 _ 11 4X45LHEOULE40. STEEL N3E % [ 9/4" coLUMN 1125'4x4%5/16 - -II-i lI- - II - 'll— Il�m - � II- - 11- - II - __III = 11. _ 11 _ -III __I1 -rll - -I1" i 1�1=41 . 11- = m N ' Private Road _ _� _ JL II- - _II_f = JCill " 11=- H - -If II-I_ fl � �II_ _ I _ _ _ F nR _ _ _ 4 1/B TM East Marion, New York 1 1939 ' -N l°f13—r`Pj -If=-FI- I• `I1--'hl•1 •IF..F 9 i ry _ __ _ 1 J u II 1ClLIJL II__(1__ICj__ _ _ - -� I SANDeW IRfalDAVE R u u L 1 � I '� Tri /, 1 y TT 51aX2 CEDAR WRL Ns N N J 210 Fill l AER DCA C POR 6 ROB 4� c A325 THREPDED LFA Architects LLP J w B' O f41 9/4' . _ yy NLHOR 6OLT5 eel 24' LONE, W 3" all `.uVA�A:.OAA AAA_9-•_AAA�_A - S A:dVA:A� atARCHITECTURE PLY nl N N G � ,(�T/l wwlpa - plans toll FRAMING PLAN N B"%15" F.C. PIER REIN OR ® PIER "I 1 6 w 631 58m ry HI¢mrLP 5 • IB"XIB• PLUREO CANLRETE _ y y11 en P.wl AssodWeq Aio r1 21 Greeley A .... o YI i3N11' Ilin5. V. M "' °R Tel 631 509 39F1 ! 5 1559 Al6933 SCALE 1/ rJ 4"=1'-0" " ' • ., o °'. ''. Total P1apo3eA S = 395 A At Xa RESAR12^ BL , 50tH WAYS z HORIZONTAL f VERTIal iu ABASE/CAP PLT DETAIL BASE/CAP PLT ELEVATIONS m I '" owe""�° ""' 1Ee DAR IIII OK All° . � R®AR 6" O0. 1 . iow r. „ pgGF�� SC.ALE: 11/2"=1'-0" SCALE: 11/2'_1,_0" M . . . Q NnkK BOTH wars ll; 1 Il"JJ 2[I1n `nY REINFORCED POURER GONLRETE REF - wORc3v POorING SEPT 2012 � 15 ' 6 y Scale � HI� As Norm Project IJI awn Sheet 2 6 12039 EPH Job - Chl A-3 COLUMN SECTION ASA Sir-I /SLhiR KMP SCALE: r'=r-oe TRELLIS S Sheet Notes: Section 8301 .2. 1 .2 Section 8702 Section 8905 Z'SUIe 3 . 1 l�c'llhri SCII0CIU10 WTCM 2012 edition Ir]n1 i.l.i lnlemrJ n. WLNvrvr mhullJlnRv lo� • n]Qa.n SECTION RppS Joe,(it....man, Onreammonnvile forloo llfi AmIspach's 1"NVI MINIMUM SO AND ARLlc XUFUYr•uu 60Mu ROOFFMMING mal m Em=I-0omu ,..NwI rc9ma vh"n Line FOvea .BONpm RE001REMENTS FOR 8905 COVERINGS OF opesi°nspmnlemetl linin wlntl-hometlenrlr or lhu AlNO OF u 8905.1 RoofCwerWg xpplkmdIoa Roof coverings shall be RAFTER TO TOP PLATE (i0E-M41LEp) 4-DD 4-IOD FER RAPIER in6•L^Ilne AeslgneJmvPrml°Ilyeuelosetlhuatlrn6ln° of linm..i lir vpp11L'd In accoravnee with We applicable pmvrslow of Nle umdu, e Willi the 8,111,11119 Code rNeIfik P ro• e X ec inn uotl IM1e mwY(FINRIa IVIWhllon materia nn LLN6 LET TO TOP PLATE (TOE-NA LES) 4-BD 4-IOD PER .IOIST (legal opening mocculo° for wIvil debris shell aen••Inr°u s LLN6 JST TO PARALLEL R4FTER (PAGE-IU,ILEp) 4162 4-400 EACH LAP al l Impedimenta ll¢Large Mond°'cl ASTM IeeTlo ^efnnxxa° AppilBflon uF"m w'000 pni°Arvon n9A yMr O5.2 AephRll rbinglea.Tim installation of vphuhshln6lep E 1996 uotl nfASThIG IgBG rcrnen°etl there eellinp° lcmmJrmlvr uv] Idea, Iljm Alar 1....1, slid]] comply with Idea provisions of One Section. OLN6 LET LAP50VER PARTITIONS (DALE-NAILED) 4-I6p 4-400 EACH LAP I6 dialect 111 Ima.nnnulnr-rinp=M1nr 9J Laeapnnn \Vu°J slruclnml Sanaa wlrb ° ,ninmmm �" Will ELM1erNrtelin° 14 =sales null, IIJAO",Immure Wi'InNp.'Ipf I(YIBdl6heaRJn WremenW Av 1 M1NI DOLLAR TIE TO RAFTER (PACE-NAILED) 2-Bp 2-I0D PER TIE IhicMas°fWild H (I Ll m ar "ILI' I m°m[pnn 1 I6 Le°tl gmq pmlIIIs man), rupicrtmly to hold In place End law shall be OF I fed SWUM norm al l he real for oil colors Fluor tllmnt"11 IL ] p Il Loma Ills"l,Is "ill'(...DOME be inrmnetl to solely navel decks affect by 6 fact(I B29 mm) BLOCKING TO RAFTER (TOE-NAILED) 2-BD 2-IOD EACH END pro, mNlry el°rybullJldss l'°n°mo l saltine !em,,dlmlm x, 3 ,nvmeq''IF long, nolo-real Sa R91151251npn AVVM1WteM1ln{lee[Lullonly WueeJOl m°f RIM BLVD TO Rwdyal (ENme-HAILED) 2-IOP 2-160 E _ nnp,ecmL sliest luesmicd partial With yuna,m=m II ° Trade,...L q r, rlr less. lelen R"5.2a.nea Ieeppn. m areas where Ne aver. e ALH Ervv Will oma unenl an 211 e u nein,,, 6eom mind,B 06 emikki dopen of unto miml In 12 melte hodoinual (2:12)or nm s = distant' provlJeJ NmMortms shell be provided lir �]j 0" For roof fiom two unid vertiavl In l2 unlu JUlly lempemlum In lmuvryh25'F (-0'C) ur lee ter WALL FRAMING mdmmewllhlvble N011,1]mshnll To Jeeis^°J well bllnmlLooJon 16 a I6 Plj 1,112, 6f'h°^6 greater pea when Table 8301.2(0 edledv soA ens]W"mXmnnenlsmrddndtlinsloyJy JelemJnA Celll,id Clllrurulr°°°°n Ifi l @ 13 grew la�f'long, wlfil'IunJ;BBPA lodznXWl (2@) up to fen units Venleal in 12 units gnnlea, An lcebm- TOP PLATETO TOP PLATE (PALE-NAILED) 3-Ibp • ]-Ibp •I PER FOOT - p cnrdmi with line TO ovdsinns ad Final Cole canine' Tr aNl=yle 24 ] D di=ms. lj mns.mlenalm nnecJ,m I^nm] (412),double undedaymenl vpPllcal n required tlerlhamoneleleofslmedwoloyer[ofunJvloymenme- r1KL'uynSS'/u(u IIX will CIII..a, II nl 0 13 c"xlernvlh 0,092 dsmnmrr1s, loss, IA,' i.corJmlee with 6uu°n R91]SR] bhvmev 8ether l eel,orl Jlimp be vdhedd,npilelmerfmNl6etl TOP PLATES AT INTERSELTIONS (PALE-NAILED) 4-I6D 4-IbD JOINTS-EALH SIDE M1�Jd at all bice drop 1309 a domain, e e used ° normalSTRIP TO SND (PALS-NAILED) 2-I6p 2-I6D 24 00 8]111 '_ 13 1Vlna opted eliioanhn \Vlwn relSmneeA Wnll nlllmr Jirmmu IL 0 16 I /v"lairs., lsn'1'=oJ. 89115.2.1UntletlrymeaLUnleaolherwlecnmed,rcquhed unJerlvymentand emend fmmthe evVe ietl6e loapoint domima, ... Imeed on tinted elle wind 'Rimm, did Ape ,mlploymardiall conform WIN ASTM D 226,Type li or °I lent 24mches(610 rare) inmdu the exmdor Won lin, HEADER TO HEADER (FACE-NAILED) Isle I6D 16" 00 EDGES find 9emntl peel n'md ne opt ism or pal li ELI) m r enalexlvr 161=• 5 ASTM n 41fiv pe 1, of the bulltllnp. TOP OR BOTTOM PLATE TO SNO (ENO-NAILEp) 3-IbD 4-40D PER SND T 11111 be III LOU to cent red° No I'D Vdc^INn TRIPS 5/o v °p` I6 4".Bvbrxn fmzlx"D memheard 'ruble R]01= 13 CWvll LINor JLmJrn ±9 selfmdhl polymer modified bitumen sheet Nall Enee Nmr: Oelotlrztl ve¢eeo ,Wil E„Leraludlr,i 16 comply WM ASTM p 1910 P ry mm,lan^ MR[ el BOTTOM PLATE TO FLR LIST BANDJST, ]-IDD ] a q somnmobavc lar lM1"ma sM1"pyrnn,n Inln no uontlhianetl 0oornrtn ENDJSTORBLOCKINS \PAGE-NAILEDI ' 2 3-I6D '12 PER FOOT °Ix udllnp^ R^^ mum 2 I± la bevN.usree11ve1V 8905.2.4 AipUt shingles. MpbWt Nt"gIn ,hull bpv< FLOORFMMINO ] tz1a Wnll Lm Jlanl°° 21 15 ±q self-veal tln be lnlerlakln6 vntl cam R905.2.7.2 Federated and high wind. WINbnCRNE DEBRIS PRREE}ICN FASTENING SCHEDULE P[ur amply wWI ASTM FOR WCCC STRUCTURAL PANELS'^^° l\ve cllln0 rnpmsJieulw IL IL 16 Rd,ply him m no...for s"lomm D225 or D 3462, Underldyment dpplletlm drcde euh)ed on wmtle LIST TO SILL, TOP PLT OR GOES \(TOE-NAILED) 4-61D 4-I017 FEEL LIST ala lvyen 1Vm1 esh"Illeflow 1 14 1 29 1 29 1 Was fan it is.... aq,u aJheelw 891152.5 Well Fol for aepholt shingles ental be [greater Nan l 10 mph(I 7YkmN)per FTgum ROD 1.R )1 ERIDSING TO JEET OE-NAILEIp 2-D Ernst 111,14-154" MPH be Intl wM conminn reeleWnl f°eu°em In sc- ) p 3-10D EALH END shot PI r"mlrm°oiled lair J,nn a Nrbn.mrtanno env l_mmeu^^^minyl nm nylon an°rtwll r 6alanlzetl ties],ininless,lint,aluminum lir copper mot- ImA00PP BLOCKING TO JOIST (TOE-FIALED) 2- IngW�ds,minimum 12 none E%LInch (2,61 nu°11 shrink Fastens wINbe applied along to ig the oOoni nounlone, DD 3-100 EPLN END ±Nein Ill man tlmmeler head ASTM P F°n to Nolnuer up not fnnher BLOCKING TO SILL OR TOP PLMTE TOE-NAILED B- 6v v &1 ns,,InlFnntlmorulwminywn tem Nm wilnumnlmnm /r ( 1 ,nem art ( f 4-I6D EACH BLOLK Wn�xdxeL. rmrlf..�n •E'Ixr�•i, a=tvru'S,r prnsrnlc mv_umamnu.rvmdmnr Nnvirn=°=,m,•wrra n.r,laenrles.um v nNvn 36 inches(914 mel an cenlu ms cmu = ri l 166] ore lengthra mom mind nm,mann.mm,Jnm j ird"JR dun till Usxrvavnnyghot Lomas='x rbml^n^r,numnn Vp lnenl11OR barell thypmm be 5J um Pmt 6 mo ART ON PORIF K TO 5BA (PP4E-NAILED) 9-IBD 4-I6p EPER LET IF I6" rrlxl'r' 1 nntivmmlm of 31, (191m ,f lmmhe fenenlM1- W°mum ••ibcwslr.ren°sR.b.ul Indhaposerurro.5 , R9p5.1.g PIUSNn .Flmhln focus Ilellsltln lee Nnllcom fild Dart di comic W did] l lie len man'/, the shat mm) p g P 6 JST ON LEDGER TO BEAM (TDENAILED) 9-6p 5-hop PER JET n +v ssun 1 owns 0nsr4 , I¢k e (eI ply ole llwl, IM1e snevlM1in wlN this dull°n Ford, I u J W PY r A,l==1,9v,rlrinli rlmllnm4�mNronall�n[w tllbJ vrrv4eml rnlllMry uLnl,v ane gn g BAND JST TO JEST 2ND-NAILEDA 9-I6D 4-I6p PER JST son FOOT .1 nip^rod lwwml'miilmr^vr^rsIng evrinailppingnrnly”rillm,w°misd1.'mm�aaumyroad�amdu 600ddmm elnpa be m:en.asmlmmabadto Fmlenen well eomPlY with A6TMPI6W. _ nnbl.hnnsnl1rrtllourrlmluJnpenbnndinl.lrmmmm rnxrLJenL spoon 11116selllnnn nnfSalePimebins^wocW.^u,rAIIncameemcamssiIllparE mla.a.. ilia=ands, meaaeA rmuPrylmnm US pm mica golhhl Rine and BANS LET TO SILL OR TOP PLATE OENTILED 2-I6p • 9- 6D e nin.y=1u nminw sn.n'me,a appmarpeanrnnmwrn^rmr.mel pyaul. f6st XRpl6handi«side, ylp,msRI rtnal teshm gIli medmwmFood lmhedonluv+=amr'ermymanNv .both amand60a R9w.number Asphalt required muniwallme win I P & f (T 1 PER FOOT lid 'Travelmaanmlm.,NioleeP mcwrtwortrin.=•nlnv rNSNnvRod.wnkrmenN.,sxmd^m6"dry Ire° umheroRmlemmrc shat IM me iccutumr Ing rnAl be installed In vaoNwue wlW mOnufwlurtM1 a Wnaodrnn •ouioaaal° n,r^nn ° dswlnc bysu4mnu,nll, s^mmcJ nnllom.gr,.ml.nr Travel ma inn q y I° r,mistamaw°Ilometal of mamunt moment ROOF 8110A'I'l I1NC r,yvmnpmm�n time c ryncxn'nnxmlrnma4i o ' " For nmmW application,less than nefM1Nuameme a wall be smurctl to urmsM IdeasIrl,misvn mJrmrrr unasnnho.oe°minlnn,m„dlmmo WeroofwNlnmleev lM1nn fourfmtenern M dein mrmvlon-realemm metal °f minimmn noimnnl rI,L,ImxWoynu,wvr ldrn,mini, per pg Hold DIAGLNLDPANELS BD lop fi" EDGE / I]" FIELD two fn9enern per intllViJu°bM1ingle.Whom Ne met tl°pe 0019-IncM1(0,8]mmllltldunn°rmmerN suRneemll "died[inmofn0 reel8nln8 ° minimumCat of ]] boards O c I00 cial meadsunitsof fmi,ng 12 u°In Ire Forrof(20:12).ypeDIAGONALDI OR SHEATHING � uivl meIM1W[ of fml^nN6 v'e requlrtd For mote Incvmtl equine free (3 76 kg/m') Capt Rriehing shall M curm- wnere Me bw]c wind speed per Figure 83011 is Ito elan03 Dun)t meth of minimum nomrml 0019-Inch "%6' OR "%B" 2-BD ]-IOp PER SUPPORT = mph(177k )or water,special m°Ih°N of fml^"Ins we IOgg3 rmn)Nkluuse, I"%10" OR HIDER 9-Bp B- mquueJBpecrNfmleningmcthWssnv]Ibeluledinvecor- IOp PER SUPPORT SectionR703 JwawIWASTMD3161,mWlfedlouseawinJvpadof R"5.2.1.2Vn]IeytValley lwilshall beEmbedded in CEILING SHEATI IING IIB mph(171 smal na with nunufdcl°rcie Front lneWelmm GYPSUM HALL BOARD SD COOLERS 5O LOOLC-RS T" CD6E / 10" FIELD TABLE W03 4 WEMgRAEISTANT BIDING AWAHMEM mC MINIMUM TICNNESS Steel clml name ASTM O 116I °m °empmhle deafenellbpeapplying e tttedd Volley hningeof Nefol]ow]°g yep.. forum In wind wnm less than 110 mph Shmglee clvstlletl YPs shall be pemJlleJ; WALL SIILATIONO mmmrmrtennrennnnexownnwwomn min ASTM D 3161 modified I° use v winds speed 110 1 For Ile nrrm g Pee Sem y(lininglmb glkauicontUtlwW 5TRULNR/6 PANELS BD Op 6" EDGE / 12" FIELD M mph meoaeptvhle formeln Nlunnswnere special amen metol, Ins volley lining snWl Ee vt le°nt241nenm FIBERBOAftp PANELS xwwL PAPER � � Ing is requlrtd, (8111 mm)wide and"fany ofNecormsionmak- I�h.11 vu .h,""I• mm.ui`v ow .1w FORT metals In Table R905.2,8.2 T/16" ED a5 - 51, poB / 6" FESTO m two Rate Underd in 12 until hao tl°n Pormofslopnlmm mesa mm 0019' �tmeu I'/III,, 0531°m 0YIw1I �nAIP °IlaweJ Iwounln veniulin l2 anile M1°nannNJ(1]-pemem slope), 2. Par vdlleye,valleyllningof lwopheeof nun- ]Sj'+3" $O ^9 - 3" EDGE / 6" FIELD wlerml xc u 1 f IR RNeWml2 unlW lmrizonlJ (l3- t ern]nrlaemllrann6,complylnp won ASTMD Inmlvuen p o our Ire peruen 6YP5UM HALL BOARD So COOLEPS 50 60OLER5 T" Motor / 10" FIELD Ncm^",^I 0@A Nc 01]O Wall 011nnJl OJNn^II 111130 Nd menniW dope),unJedoymen1 e11ull be two lassie mpleJ In IM1e foo 249, stuff be pemliued IM1e honomlayer shol be I'I(1°n1 2'1°111 3'knp wall' vlleveE $e'pd'Im room{ manner. Apply a 19 inch (483 mel ,Ids of IA]°ohm(45] mm)wJ Nm top lxyereminimum HARpBOARO BD BD 6" ROSE / 12" FIELD dry Wim P 12(mal I20,WI Ow all ±0 1±01111 inded°ymenl fellpm°llml WIIM1wtl emrllnsol lhm°vee,Ire- of36mc ,s PAmm)wltle, PART LLEBOARD PANELS Dp DD 6` EDGE / I2" FIELD I IIIA n u01a L°p I"It Ire Alm . P/:Imm m°I1' P1:1 IenetlnlRme 11 WM1oltlln I eSmN oulm 3 For closed vall volt ered wind ha l nY Pvc ng ,°PPY °fl ((valley ' Se[b 1 rvc 36-Ines-wee (914 mm) sheen of underlaymenet,overlap- volley lining of one ply of wwrolh ran nd DIAbol BOARS SHEATHING ( m^" bn mel e=.IM'°e m1 S.Sm°°n aim aim FBI intit in 'ung succeesme sheets 19 inches (483 man), mad fasleuetl complying with ASTM D 224 Ty pe 11 or Typic Ill 1"%611 OR 1"%B" 1-DD 3-IOD PER SUPPORT IRWen11y 10 hold m pine For roof Joins of four units Rod at leen 36Inches(91,mm)Aide orvalley lin- holl 'l,� S• NO.v Noar N°mr 6-b,n,IM u vertical in l2° %)ioruonldl(33Momentdope)or greater, in6 at described In Item& l wtl 2 aMve shall be I"%IO" ONE WIDER B-BD ELI PER SUPPORT n dylnxenly aim± rveien naso rvme6 IF one.any underlayment shall M one layer applied In Ne following permitted, Specmlry °ntertainent complying maw Use manner. Ondedaymem Shall be applied eNngl, I3ghmn, with ASTMD I970moy bemetl in lienofllm hm FLOOR SHEAT Sn R]m± Nnu9 N°I.y Nm•y NI°e9 Poted Smun real mlle11oadd sl n fmm me wtll topped 21nches 51 material mnlW 'I•n xuer p g dPP ( 11161 5TRIILNRAL PANEL5 'oninr Nmtlbvntl' Vii y� Nceq Nxaq WeN P'h•ra^r TABLE RPo6262 I" OR LEL BD IOD 6` EDGE / 12" FIELD 3 v nlJlne LvnevnW 6eq y ule0 VALLEY LINING MATERIAL TAMLERws xA j WCop SHINGLE MATERIAL REQUIREMENTS bREATER THAN " Op I6D 6" EDGE / 6" FE-LD 0 113...t Ill.. cdellnml Pl.' 113I Net 511,u,I,m HINIPM1M� ILE 9 No SmpIH'I( =-'IS n aAa,,. nrwlnl Wwcured) DIAGONAL EOARO SHEATHING - Inenn E Incurred) INn Elm Yet rp su X,,R]m. N.=All Wea Fffigh-yinld Wore'Whav,or or NUN ore EWpshilt"ntl "%6' OR "%D" 2-bD 2-IOD PER SUPPORT Sir'.vm==r ' ASTM li ourad unable wmi owl l.3or]oea MJc hik"' _ per T00316 — \Gini per "%10" OR AIDER 5-bp B-IOD PER SUPPORT 11, Nrmv on ma mil Ltlunsnnll etl Msn°II 6 6J'fl wa 6•pnn•I tap. """°I against fool 0 ]MUNI Application.Wood Nm lee shall k Manner]U. r°nlJenooN Sinal, N L 611 a °Il,netl Or mob rep, n u°rtlin Il,h,no ler n°J Illi m nulmlurer's inti°Ilolion ^I NAILING REWIREMENTS ARE BASED ON MALL SHEATHIN6 NAILEp 6 INCHES ON CENTER AT THE EDGE, ' AM 6101, a to p IF WALL SHEATHING IS NAILED 9 INCHES ON CENTER AT THE PANEL Ep6E TO OBTAIN FISHER SEEAR 'I Nmee Nmep so me ell so FAR Auboen^II umaiWl• EJh°annll 00216 _ Innntclmns Wood eninglu well he laid with v title lap not CAPACITIES, NAILING REDUIREMEN5 FOR STRIILNRPL MEMBERS EHPL BE DOUBLED, OR ALTERNATE j wmaysis Ila uMA ppv miml MI fact Ienthm III loans mm)b"Iwemlolnbinmameywd CONNECTORS, SUCH AS SHEMR FDATE5 , SHALL BE U5EO TO MAINTAIN THE LOAF PATI. lie 9...I-a" 01131/11 0.039 m11-±• m um foul In¢d°rproJm a •WI' mbby no Norman In my ilia oN°mnlcomnRhWlbe In Jlrcn 12 WEN W 4 EHEATHIN615 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS On°IIP/' 0 mnvll3" 11121 m120 Mri °limps ASTM 8370, allbotoe°1 Spacing belwa, amordaeLWi not From len Neu 00162ne wer Ndu"It.Iran 6 _ SHALL BE PERMITTED TO BE REDUCED TO I-I60 NAIL PER FOOT Maltlulnn' 005 1yl' M^ OSNpla-YAJ mnplo-±'/( 9oplrAh ala lb. vllowW Sylpnl°v J per aaiyllN — sluvrc r wautl eninglee Noll noex,eetlll ase In Th61e 8905.15 •g LORRO510N RF515TANT 11 6/v5E RDOPINb NAILS AND 16 6KaE STAPLES ARE PERMITTED<^Wllnpnp t" ASTM 6101, Fmlemn far wood fi1n{Im shall M mrOlb,,wfi al CHELK IEE FOR ADDITIONAL REWIREMENT5 wm, and lcdm 'Imin Ywnated 1111 00162 wXM1°mmrm°m Pemulmom of/pnch(I2.7 mel me,me tilA , 111 pan te ,T per Roundup I2oz.per moil Far sheathing Ions Wen '/, InJt (I2] mend In Revisions: 3 Lp No Ft pmovyLm two stall nen-N/ µIiia — on=foot Ihick°em Ne fmle°en End Olen)Mail me a11ev111ing ALL noted reoplaaealm AID CDE dean all or Or itsSpill 2iW1dwS 'I I+n No p,^„y Alaminum 0021 Sy"Jokshemshnlbe°n°clmJmNemofwlW tw°f°slim SIWNeee slut — 26 ars perNht{IA pmlti°nth do nmrt than al,Inch(191 mm) 0 Amma — from each etlbe and no more than l mob CSS rare)above MALLAsprol, , r •r-nrtc_ =nvoumewsan „r, n SIR,a rmmul ,,in ee YIe nI a 6deam m Ww^mirn _ 6'`clue er 26 reIa, _ the"Fee=ln°, Section R402 - • • mLmM=AN maw wl1' mlrl. nmY Nome reed 111111, OWvnnaea&mel 0.0179 mm G9m M ,myna 6tl mmJal emwJ,, v zinc alloy2027 — — WCCC ENNCLE WEATHER EXPOSURE AND ROOF SLOPE r.....I ^pdaw M. ri. = 'Iowal lith, m mI,WP mlrim,nNp — to 0wn1ilmmn No.I Lena — — 2'/ lir omol Proposed FIT ry w rvr,w ^ 'u PRlnlul come — — 2p plans 12 Wish or TABLE 84022 mist Iln=ls=v:1lain pinup uw°r 41 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE { v Nwdea led piano or is intends .I .win.Wmelmdr m meed 24[,.he, idiW emlhmpliedO heading cia moa tar halt Tal I line a bA mm, l round;A 0414 pr No 1 t'3'/' 1151, MINIMUM SPECIFIED COMPRESSIVE STRENGTH']til b, NN11,,Metal a...I and the ww,lrestated dorm hod,or Nana Leed nub rmmin or col Pho m. R905.2.83 CdekeW and IedJIR. A cricket or saddle rii.Ilnlnnu,l mnnitld,orSavdiMW,nmmmennt1bmm^mrnMrrm111,amN^ room,,[, Ifi Not 3'/ 9 WnIM1NrinOpom1111 Windson Cove J N,W`.1 wri Ad lie vmmNUO PlV d,wmeyrae^tlw..mtl adthan INdull,into the 1101 lu 0ba6uNmrypmmbldNr shall ne mpinlled un Msridge side of any chimney grunter TYPE OR LOCATIONS Or CONCRETE CONSTRUCTION Mail lbb ^ an Severe e Ainit lemma be ,,an m.nmlmmmmmndiom Man 30 inches wine. Crickel or saddle cover- 11° 3 l 3'/ BmAnudit loans, (ommdlme Old other till wnot expontl e 1 mm) to the heather 2,SOU 2,SOOa 2,500' v nalnptoimm9mm)a Iffill'I'd flvwere...ILE mwmrmr.^<1wa,maomelalydrmnem.aimtmnarrma.plmltm,The IderydrmmrwaiNn11m Up J,ml be Sheet metal lir of the B=5 momnn] n[ we nn. l ,9 Sv Private Road iiyUn.wgce lyenankmmnW,nmmamm sato lle ar y lmjwmlLr painters.npn=am=ra,awlnvar.wnllmr-enbtwrm=minmmlinaixJnarbeirearN omervine.rmieyHmnl,rlNurrar.IlremmaMme- mn .2.Sdngnaturally uanue I. na.z 9 ,v nmtlabpfimh[anJhlunarelanaan gruua,axmm sarrrs, 2,s0u 2snn 2spo= Uh 11 be boned. R905.z.gA slaeenll flmM1ing. Flaening agnln.111 Yed1- O' No3 PI , East Marion, New York 1939 L Allmother kIrlp�nlnyyenvlm wlWnrmmnrr-a'euvemollnp catsidew0i shall be by p¢tlep-Nmhing method No.l 5C Tl vertical concrete wrk,exonw In exteriorwallssnoA rah°I 2,500 ],Floyd 3,OOCu 1 n osseine Neweorwa pgwmi Woad ml be spa Jnmmem bpial DrIva,0l,laif mw R905.2.ESOther OURing. RnShing against a vertical 24 No.2 3V 6'/ Porches carport slabs vntl steps col to the wenlhel, and A ply"d.4taiAIR 'EmMeXyOninmlmaead..=n Lon 161nrliuxnanluwlrnl... 2,501 3,000m= 3501 III"El 1111 plywrwmmrmmo"]]esalenl Win OilW,as liuiliynNlnene,mnM ATunuJmuAvrlivllnlue,sinkdetalllap,,milnpn0rl,wbY'1,• 'enw Onsfrontg.salt be ell am accordant to usphdcblmmy N° 3 5 5'/ goings Rom sum T' TT ^ ,T 1 } y TTTJ vwe^ydlnaw,maerowhad.elnntllalwiv.N,4uauapJJnchma mdelndablen Flmhwg, &hnll be nPP]iea according to daphXN shingle for 5l. l pri pongees l lien -6095 kPa L1 L1 !`11•Cl'ftLeC L's'a LLP k FARWel Florida oridaPp,blood arripoml A INt66°armm,Jlml'dpgeblmtldrprtRACMIkFkuner dependableness 5lmmm�rmaJ,,MJ= tnmuXctL printed maWctionp, pool INX-214 m, ylaLOJlo,l=lame La mla,wkinp Awe°IM1errtnuml memhmm rlxllnelmulWlwevikrkvN 4Nlnn Fodor Ilia udleyl tlJlnpunLLel awaiting P bR,Table RI . Nathan lee lrbxim m mm. RYONU Polly, Me1J°g. Roof Dashing NWI be net lu b See Table 8101 l(II For eurhulnx pointer vol R C T C C T U s f P L d I9 xl xl G i°lemm�h`wIm ANAnI]56 Irianmimetr a6end& alt"lend.gRmmll y° °Jan Icon to I...ImdThe lr It hewn Upael"gyedlle,of el be be air Irledt1 elan 11mdnn wIIM1 Peulne0d WW, pE - plans cam m P,intb..how'rc=n•w ...dichavy"mhrImer wed^ImrcNlmrngrIidenrwnrwpelem.k.11slnvmmudnbwnm v l-I"en^Ire^rT.Fo.lw 8905]Wood in(iliaslonon. 01dn61eu eh1J1 ted eheetnn comply way morm (254 ILotng mJmnnurelJNULeaWnAWlrenJ,Il lrlpmelnllNwlaimnnu,°rmnNerrtnnummeeLnmmhnlA,IlnppllvLmgrilmlwerMp,brMovN d Sam ar u,W lin 2oImLrtJTotal,he ^I@em nl by vemmenfmn[mnl rlinllnol heleaa llier6pere oma amre llmnlpem of c reply with the pmvidom of molten. ha mrllnen12 was for having Jopentm11 12 snI=enc"I cnnlenl I Ynyl Jtllnp Jrollmmplywl TM ]6]9, n RR9p5.].l black RQWR m14 Wood shingles shall LIP Is Ire 7I vml°NNn me) Meem N(IOO Percentwhy Il and esti Secllnn Rile]Rfrr matin, 2d G...toPawl AOPT, ,ICA T 1 Slmn ml^M^mb"Fal" m MFllshmJ clew r= ^sr meJnywse prem mrmtJ,v 151"enu m ]In,he,(I]g mel ham Me way fnrelopes e y ve °e eyval. p WhAl'ule edy'hear t^od .mil ^Rhc,ircbnvtPmelmSM IIMI °"Idrledmmppam stalled on solid oa&p°RJsln°IWng Where spaced Sheath' "f]2 units veNeJ In l2 units horizontal and greater Sea FIT II 02 " ¢J 'm Tel 631 Sn9 29H fa' rdl 599 69]5 "' \ aWaimummynkdlymn•asm0DIIr4minlmumhemJ kketemm u0men,maiinnewlimunleeammeMlensuyrnlnvmat,mlm0rmminvlsln=mn tt1B 1511 a,ehenNinghoude ensu orbs lea Wvn l-inch by pins of Oml Vhall have n end lap of not loom Man 4 IF,- phos ppyy r vmmmmJlNoa.wllmmrmmamammwymelW ww.Lonmmxrmni,llknaWJ 4-inch(25.4mm by 102 mm)mminal dem and shall handles(102 mm). /'*iDJ 1, Rbacca lammv mJmwrply Williurz mgoimmmu 6f mI It 1156 be spaced on ceMCM equal to(al another exposure Wcoin- So,Smile,R7m 101 cide wen) We plmement of Milena; ^ me..m a 102 Arabwam lir°m 0255dead ma,°IOW R9n5.7.]laid aryalRd Inch by^m^°feMugle Item be _ _ - v. Alnhnurmoili maid w.m,0,250 Inch led Low R9115.T.1.1 Solid ehealldng mquir , In mens where y nwewedgmdlnvmmmp¢nen IS Se,scion 2703.102 Me average tlaly temperature In January is Mae?(-0"C) tilstterror agencybl life WIRE„ _ _ FITCC�*j ARC recovem Bonn 11"111 It'd GuMlla"hill wal II alms ISent twn^yWH03711ran Rud mw,ua01120 mm,Lmrl led sold w,^Wlrmmh or rem,solid sheathing is nmdred on out portion ohne Or To11nLA5m a�5p,a smemmmAkm1ildn' roof requmng We uppllealion of an ice shield. Ieae ostRA sM1.INmss mil eemnmm sae,mmwrl.nr=ymmp rvue•ncw,.STABL l.Radm, uei25'P( 'C)orlens,°,when THble Proud Datey --A905.7.2 Dink slop WOW Shmglm shall be installed onWol of shoo MON VediUMI to 13 units Horizontal( illTADLSHAW.13 Cunl5.73 (DirgmHler.MASIMUMW4IHPR EXPOBURD WOOD In IAND nches) NGLES ON EXTERIOR WALLSu^ le p5.7311ndvnu Llnmem WMre Weriwhen able SEPTID z(mmndMR sealnl Mu lempemt cr[M asodwpuneran nxmeemume ExWDmnE Fanpgmagmume R301.2(1)enmd0sode6ignn<S,an Ice bamlcrUmeoaemis Salm Shfirl - ofaaeast twomym ermacaaylnmtcementeawgem,ror AS NOTED 16 711 I2^ of Ielf-ntlhenng polymer modified bitumen Sheet, then 10 511, Id extend farm Me°we's edge to a point at least 241nchm(610 Pm1EnA oI 5n,e1 24 1I / 16 mm) memo Wh mlenm wall Imo of We TypeI , ZU39 [P- RC- 1 Slrukn• Unaetlayment shell uonform with ASTM 0226,Typal job Check In14 a u h 1v no conditioned Oemched Dece55Gry ewctures flat comnin I $indair/Schiff I(MP PAST: ati...wica no conditioned FlGar was ` Amara eNp1afich"ro it VerCODE REQUIREMENTS 1. A imlmam 11 Syl,eerymp 11 me^mea for N6 2 pie e AmnnlmnmllSRI'urymrtlnpennllNaFor Nn.2 miss Sheet Notes: Q z 0 G SOLID POST GYPSUM WALL BOARD INSTALLED IN ALGORD/rNGE WITH CHAPTER T (INTERIOR) SIMPSON HOLE OLDO P Ell z 6 5/5" THREADED 6YPWM WALL BOARD INSTALLED IN 0 'ry 6 ROD THROUGH 16D NAIL m 24" 0.6 ACCORDANCE WITH CHAPTER T BLOCKING - HEADER EACH BAY N me 11 V 160 NAIL m 34" O.O, WPO° STRUCTURAL PANEL .101ST HANSEft Xn INSTALLED IN ACCORDANCE EACH JOIST WITH TABLE Rb°] 91(11 S BD NAIL m 6" OO, ON ALL FRAMING fL WOOD STRUCTURAL PANEL MEMBERS AT PANEL EDGES AND 121 0 C d /4" 20 6A 6ALV ��\ BD NAIL m b" O L INSTALLED IN AG°ORDANOE ON ALL F-RAMINS MEMBERS NOT AT 9TRAPPINb EACH WITH TABLE R60]91(U PANEL ED6E5 _ JOIST (ALL PANEL FDbE51 FR NAIL I OL 00 ON ALL PANEL S MEMBERS NOT AT SIMPSONQ . P,.a• , HOLDOWNHDJ5 L PANEL E°6E5 z d o SOLID P05T (a) OUTSIDE CORNER DETAIL (b) INSIDE CORNER DETAIL ATYPICAL CANTILEVER nNHDUEHOLDOWN �HDUNO E(a CANTILEVER EXTERIOR CORNER FRAMING SCALE r'=r-o^ SCALE 11 1 -W WFCAv12012 LANA 0 CORNER P05T QSHE I/3" BEARING PLATE SIMPSON N2 SIMI MPUs HOLDOWN ' HURRICANE TIES -- - -' Connector Schedule 1, MTs 9omIS- OL , PROVIDE MIN INLOD❑ or ] MIN STRAL BO% NAILS m EACH END S Y SUBFLOOR T'P STEP STRAP D 3 / Eft WIDTH CONNECTOR STRAP INTO 5NO (T(P m EACH SND) u$$$LLLj BRE FLCOR TO II/3° (3% LUMBER) LSW310 FLOOR DETAIL 4 3 I/1' (WI AID 60) _ Ls9UHB10 _ SEE ARLHITELNRAL SHEETS " (WI LU LSSU4510 — J FOR EFIDDPO PIM. 1 DETAILS /]" (3% LUMBER) THA91B I 5/B" THREADED ROD �--FLOOR FRN INS LT 5 1/2/9" IN 4040 bOJ IUT416 TUSCAN GOWMN 9 /3" IWI 60) WT416 A5 MTI BY "B46 "REFER TO THIS SCHEDULE FOR TYPICAL - SII {� �{ CONNECTIONS UNLESS NOTED OTHERWISE. 11' MIN qAafter• tG VY all SEE PLANS FOR ALL OTHER CONNECTIONS I/2' NREADED ROD OUT BAITER TO ALLOW FOR SHEATHING TO BE NAILED SEE NOTES AT `l EL NG CONDITIONS RTYPICAL FOR ALL TO BO% roF PLnres RIGHT Roof (cold frame) u SIMPSON HDU5 HOEDOWN LNC COUPLER NUT /j. LU' 0520 GOILE° 5TRAPPINS- ANCHOR BOLT (91 II PROVIDE ( COMMON WDOO DECKING ��- Vl NAILS s EACH AVE RAf'fER. U SEE ARLHITEGTVftAL IU�41 SHEETS e LOCKING 11". 2 HOEDOWN FOR FLOOR TO FLOOR LDN , STOOP CONNECTOR E MT9 20O Ib" OC, PROVIDE MIN % SCALE: I"=1'-0" EXTEND ANCHOR I MIN EMBEDMENT SEE SLHE°ULE 3 100 BO% NAIL9 m EACH END OF o BOLT TRH OUEN BLOCKING STRAP INTO sN0 (TTP ® FALX SND) £ ge II OR GIRDER ®FLOW - q GRADE 6RADE OUT RAFTER TO ALLOW FOR u1 SHEATHING TO Be NALED 11 MIN, EMBEDMENT Rafter to Rid[T,e TO SOX 11 nT VAULTED LEILIN6S OR RIDGE BEAM ONLT Na Porch Slab WIT, DOUBLE-HUNS WNDOW e L CONNECTOR A c 6 SCALA. l"=1'-0" �`�, TYPICAL PORICH HOLDOWN-HEADER `°"SE`T°RB SEES`"E°°LE �r J I see SCHEDULE Roof B THREADED ROD, HOLDOWN SYSTEM n5 MI BY SINAI Revisions: O T/Ib" 5'IPIILNRPI 4 a MT530f 16" OL, PALL LONNA ROVIDE MIN '0= + m,mFIe.zm1 61 IAN muno +u, m orn se_w.o ANA 1000 PANEL SET _ veIN ROOF FR4MING 5-IOP BO% NAILS s EACH END OF se�0a 0m,`r' Al F T STRAP INTO STEP (TYP m EACH SND) N - WBLE TOP PLATE Joist to Leder nRaftev r to Ledeer 2 1/2" 06 WDOD SCREWS TyP PE[S° 00NNELTOR5 16" DO VERTICALLY (SEE SHEET RbU (SEE TABLE R9°I 210 ON RC-1) Proposed CONNECTOR IS SEE SCHEDULE L NNE R1� E — - VVII^I1II^11I V Ij 4 Nin song Cove 2 /2" 91 WOOD SCREWS STUDS 11 II < 2 C Private Road (GEE TABLE RIWNT3 °N RL-1) I Grrd Floor GLKNecrOR A East Marion, New York 11939 LE ALL SCREWS TO BE SECLREPAND SEE SCHEDU TO FRAME OP WINPOW ELS TO BE LLT TO MATCH INTERIOR LSTA 31 STH nJoist to Header �Rafte� r t�Headf'r FRAME DIMENSIONS. SITES �� LETA 21 STRAP ° LPA Architects, LLP STORM SHUTTER DETAIL EACH SIDE OF EXTERIOR wAu SHE THING 3 y GARAGE HDR HEADER STUDS CONNECTION DETAILS W W C H I T I C T ^5 [c I I H I•I I•I I IN G HDU55HEARWALL L 1 lJ w, pa - Ud art, SCALE: /2"=1'-0" HEADER SND9 HI SHE As SCALE' )"=1'-0" 'UPLIFT CONNECTIONS NOT IN°IOATEP ON SEDAN FOR CLARITY 05 20 COILED STRAPPINS, LemOm Foul Assalaes,A.INTI P 6520 COILED PLANS m 16' 0CVERTI°AL, PROVIDE MIN AP INTO STUP (TELF HUESSTRSHIER � I ESE DEE SHIELD EFT) mS-IOD BOX NESTLE 6 HEACH SNDA u u FEND OF e plane ..... Sa aT o SAI VBE �OPLIFT ^T Tm Leo o Ine SL9 HUES SHEARWALL NO UNELTION s- W R ALF Eley venue a "1 CONNECTOR _ HOEDOWN As ° INDICATED ON PL S ,r - n ¢ O„ 4' O ¢ 5" ¢2" MIN STEEL FLITCH PLATE(5) 1111 111 L c L.L N II z Lirew�.oAm s ..00 I� S�RF.D A, AS 99TBLI6 EACH 910E 55TB 16 (I/3" DIA. '1' MIN EMBEDMENT) W 9 .Ctl A or OF OPENINb m -- I'-4" 6RADE SO BEARING PLATES m 56' OL A STORY) MIN is n voL i u `5 MARKa lF f ANCHOR 301 SHALL SE LOCATED WITHIN Issue Dale1 * TVA V `lb 0 t /2" °ASE NARDI E2RY CORNER — 14' OF EACH PLATE SECTION 1 WITHIN 13 °F d �MOLT5 WITH SELF - _ _ _ _ -_ _ _ _ EACH LORNERr P-ROV oB AN6H9R B96T5 ® 1JN - "i 201'1 — - yIN o 'W p OCKIN6 NVES 2 AT - I EACH SIDE OF CELLAR WINDOWS - - C1 �A H €NB LINE OF GARASE 'YaNx mlel `pA Cl O� 2.'C NOMINAL LUMBER FOUNDATION 1st Floor & Sill SEPT 2012 6520 COILED STRAPPING 0920 COILED STRAPPIN6 _ �J �T kale, �97K'' 023� N /2' LASE HARDENED 1/4" STEEL BEARING PLATE Garage Dwelling. . TYPICAL WIND UPLIFT CONNECTION AS Nlorm \�Or�IE� BOLTS WITH SOLI 'ITIELEVATION SILL IIIIIIIII LOOKING NUTS AT / 16, O.L STASbEREO SOLID Al POST i m �,TT,�r� /� i�.� C� (SEE D, Tr_ L A AS PER 'RESIDENTIAL " Piolec[ 1 O mn1 SM1eeo 111 LIFT CO1V 1'VLCTION�y �u� WALL OPENIIVGJ (SEE DETAIL AT LEFT FOR GARAGE CONDITION) -0 PER coPEOINEw YORK STATE REFERENCE, 12039 T IJ -SECT EDITION, nNsl / AI WFLM-201] �l` L TYPICAL STEEL FLITCH PLATE 7 -ALL 923 CA 4 s ALE. I/zn=1r-0n ALL 9 RAPPING TO CONSIST OF MIN. 20 GAUGE I/4" WIDE $IOCIdIT ChM KHF SCALE "= ''0" NOT GRADE 99 ASTM A659 STEEL STRAP, UPLIFT CONNECTION 15 REOUIREID AT EACH END OI HEADER AND AT BOTTOM OF HEADER SND5 IN ADDITION TO -ALL MODEL NUMBERS INDICATED ON THIS DETAIL REFER TO CODE DETAILS CONNECTIONS AT WALL STEVE AND AT TOP AND BOTTOM OI CRIPPLES 51MT5°N STRONG TIE CONNECTORS" -ALL CONNECTORS A5 MANUFACTURED BY '51MP50N" ro 402.4.2, j Building envelope tightness ACH 50 = ACH 50= ;❑Complies 402.4.2.1 !verified by blower door test result: ;❑Does Not [FI17]1 ;of&lt;7 ACH at 50 Pa.This : :❑Not Observable requirement may instead be met ;❑Not Applicable :via visual inspection, in which ;case verification may need to ; occur during Insulation I Inspection. ; 403.2.2 ;Duct tightness via post- cfm ; cfm ;❑Complies [FI4]1 I construction with maximum : j ;❑Does Not j leakage of 8 cfm to outdoors, or : ;❑Not Observable 112 cfm across systems. For : j❑Not Applicable rough-in tests,verification may j need to occur during Framing Inspection,with maximum :leakage of 6 cfm across systems j !and 4 cfm without air handier. I : I . .1 Programmable thermostats ❑Complies [F installed on forced air furnaces. ❑Does Not ❑Not Observable []Not Applicable Heat pump thermostat installed ❑Complies 0 on heat pumps. ❑Does Not []Not Observable ❑Not Applicable Circulating service hot water ❑Complies (F> systems have automatic or ❑Does Not accessible manual controls. []Not Observable ' ❑Not Applicable M'01 ' Compliance certificate posted. ❑Complies ❑Does Not []Not Observable ❑Not Applicable 303:3 ;Manufacturer manuals for ❑Complies [F]I18]3 !mechanical and water heating ❑Does Not � equipment have been provided. ❑Not Observable I ❑Not Applicable j Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Windsong Cove: Pool House Report date: 11/03/14 Data filename: Z:\Sinclair-Schiff\PrivateRd-EastMarion\Sinclair\Schiffl2039PH.rck Page 6 of 6 2� s, rAllnstalled insulation labeled or ;❑Complies alled 11-values provided. :❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: [11 High Impact(Tier 1) Medium Impact(Tier 2) 13, Low Impact(Tier 3) Project Title: Windsong Cove: Pool House Report date: 11/03/14 Data filename: Z:\Sinclair-Schiff\PrivateRd-EastMarion\Sinclair\Schiffl2039PH.rck Page 5 of 6 402.4.4 i Fenestration that is not site built ❑Complies [FR20]1 i is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable I limits. IC-rated recessed lighting fixtures ❑Complies sealed at housing/interior finish ❑Does Not and labeled to indicate&It;= 2.0 cfm leakage at 75 Pa. []Not Observable ❑Not Applicable ; 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 air handlers,filter boxes,and ❑Does Not building cavities used as return ❑Not Observable I ducts are sealed. ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 !ducts or plenums. ❑Does Not []Not Observable ❑Not Applicable 03 HVAC piping conveying fluids R- R- ;❑Complies F17 above 105 QF or chilled fluids j❑Does Not j below 55 QF are insulated to R-3. ❑Not Observable ❑Not Applicable Circulating service hot water R- R- ;❑Complies pipes are insulated to R-2. ;❑Does Not ❑Not Observable va , ❑Not Applicable 3 Automatic or gravity dampers are ❑Complies [F 1, installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) q2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Windsong Cove: Pool House Report date: 11/03/14 Data filename: Z:\Sinclair-Schiff\PrivateRd-EastMarion\Sinclair\Schiffl2039PH.rck Page 4 of 6 - 20� Exposed foundation insulation ;❑Complies protection. ❑Does Not ;❑Not Observable ❑Not Applicable Snow melt controls. ;❑Complies !F-]Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Windsong Cove: Pool House Report date: 11/03/14 _Data filename: Z:\Sinclair-Schiff\PrivateRd-EastMarion\Sinclair\Schiffl2039PH.rck Page 3 of 6 r REScheck Software Version 4.6.0 C�(J 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. 4 RI fid ie .l 103.2 ;Construction drawings and ❑Complies [PR111 !documentation sufficiently ❑Does Not demonstrates energy code ❑Not Observable compliance for the building I envelope. ❑Not Applicable 103.2, ;Construction drawings and ❑Complies 403.7 I documentation sufficiently ❑Does Not [PR311 ;demonstrates energy code compliance for lighting and ❑Not Observable I mechanical systems.Systems ❑Not Applicable ;serving multiple dwelling units must demonstrate compliance with the commercial code. 0--AM Heating and cooling equipment is; Heating: Heating: I❑Complies [ _ sized per ACCA Manual S based Btu/hr Btu/hr EDoes Not on loads per ACCA Manual j or Cooling: Cooling: ❑Not Observable other approved methods. Btu/hr ; Btu/hr ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Windsong Cove: Pool House Report date: 11/03/14 Data filename: Z:\Sinclair-Schiff\PrivateRd-EastMarion\Sinclair\Schiffl2039PH.rck Page 2 of 6- REScheck Software Version 4.6.0 .n8/I Compliance Certificate Project Windsong Cove: Pool House Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 340 ft2 Glazing Area 17% Climate Zone: 4 (5750 HDD) 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 . trade-off Compliance: 2.3%Better Than Code Maximum UA: 128 Your UA: 125 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 Assembly Gross Area Cavity Cont. Glazing or R-Value R-Value or Door UA Perimeter U-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 340 22.0 0.0 0.042 14 Ceiling 1: Flat Ceiling or Scissor Truss 38 38.0 0.0 0.030 1 Ceiling 2: Cathedral Ceiling 228 22.0 0.0 0.046 10 Ceiling 3: Flat Ceiling or Scissor Truss 74 21.0 0.0 0.047 3 Wall 2: Wood Frame, 16"D.C. 849 15.0 0.0 0.077 54 Window 2:Wood Frame:Double Pane with Low-E 60 0.300 18 Door 2: Glass 82 0.310 25 Compliance Statement. The proposed building design described here is consi I Ing plans,specifications,and other calculations submitted with the permit application.The proposed building et the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.0 datory requirements listed in ' the REScheck Inspection Checklist. �J� G! J► {�J'v -- 3 2014 Name-Title Signatur Date Project Title: Windsong Cove: Pool House Report date: 11/03/14 Data filename: Z:\Sinclair-Schiff\PrivateRd-EastMarion\Sinclair\Schiffl2039PH.rck Page 1 of 6 LAW H.ROY JAE �.E. 82 EAGLE CHASE WOODBURY,NY 11797 FINAL G A I To GRADE'wIT%co r ZRON �� — —-- ' "Z" M1►�, I-%A AwD CdVER Z'I" UNDER P JkV AREA , I „ vo'To 4' .a 4"TO 7'"AX.ID"AO"MIN, .�QI?..PIPE 241 M\11, 'TIGHTJO\wTs 'D • tN � ` b1w,.SLOPE '/9 PER I:T. NOTEt 1 4HPA LIs 471N4 SAND GRAVEL STRATA EFFELTIVL' T)EPTH (SOLID DOML� • 0 h W J I d I • �q 3'rIw 3'r 111, 24 11. p -D IAM ETE G v O �* COLLAR MATERIAL L,MSN ffa.sTrsT� M� • ¢wTEAB�E so1L _ _ vape¢tyING SAID 4 CG RAVEL 61%XTA * NOTES CAPACITY - 1263 GALLONS (169 CU.FT. ) 1. COLLAR IS NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. 2. THE MATERIAL USED FOR:, CC14LARING SHALL BE COMPRISED OF SAND & GRAVEL FILTER MATERIAL CONTAINING LESS THAN . FIFTEEN ( 15 ) PERCENT FINE SAND SILT & CLAY (SILT & CLAY FRACTIONS ARE NOT TO- EXCEED ( 5 ) PERCENT) . TYPICAL DETAIL —DIFFUSION WELL BACKWASH FROM POOL 70 GPM @ .S MIN = 350' GAL. •``iO� NFtV� RO Y� 0 Schiff/ Sinclair Windsong Cove COD Private Road East Marion, NY 11939 yJ'FO 047410 '�AOfESS10NP�' o(3 dltt SECTION G106 POOL AND PROPERTY ZO OONE'ORM TO N.Y. STATE RESIDENTIAL EtVRApKwr PROTECTION REQUIRED OODE APPENDIX G 2 0 W EDITION Sitt.ION G107 POOL 70 OCNMM M ANSI/NSPI STANDARDS AG103.1 PC ALARM REQUIRED Skt E uT) 11 D C D D F O A1%9A CAP-two , l � ti�vt MhoN 1A*Pot 06nw) DRA1N S A� C2� x ottl�I�+Vett iN f V Y0.` /►nth cu+6caroTa; AA, LWA(tea -rUBV- GRAVEL $�Sg 3 � O F-If,-CE(Z QdMF * MOTOW POOL P LAN G O CENCRAL MOTCSs '- .�x ,�•- �- �}�R = a Pmr L THocsicK IS SASEO ON A ORAINACE SOIL 1rnTx< 1�IO'.StLT-:. 'r (� � Fii�lE tf'IR 6i►¢/lkSrtlfft cAOt7/t0 KATCR zgAu MOT EXIST wn-mm T„C tJYTTt Or.TNE 11KL---- UtUYAT101t.If CAOUND WATER EXISTS MrtTHW t'-O SEI.Ow :14049wlvOfJ411 GRADE SPECAL I -•OS►ATEXWC rACRJTW-Z nnLL RE RCC XRE0. ':.7' WATCR.''O;SmP (AL a UYfTCO TO 0.w -z "OPEATY. �j• T/ L t► L MO 71110 ,L" ALlOwCO WITHIN 4--d-OF SHAL Oa END •. y M NYpOSTxT��, AJtD 44-d Of DEEP-EMO- � VALVE Aste 3.M hiamATTCALLY APPLtCO CONCRETE CCVMR El SKALI s ME A 1-4ti 4 84X WITH A AXI"Oar.3k.`--LLOMS Of r A 8 - � _�� DW } T .+�-� WATElI SER SWX Or CCKE/fT. �• ht+»� h tiH M�T l� r LUh D�NG� FL N61E1'1 N 1 4- RCJM/bRCtxa STEEL SKALL DE IKTCRHEIXATE CRAOC Now Vw%*4 •ILLET STEEL WITH A MINIMUM LAP Or So.&AR. 1•. "E 4VpK +tw+w+00 `�' twI DtAUCTERS. "WqVAUT - .c9Are YP wt ortr titw �( OF` (vE�'V i TOOL WATER SUPPLY K OwM[R 3 C4ROEN NOSt_ Ttft�lfrPfayl I �ljyEt p P SPT ROT,J TOOL To K KEPT ruLL OVAING FRECLIMc wCATmcR Y/aVt! G w/o �': Q0 PVYP-CAIAGTY TO RC SVrr CICMT TO EmpTY tOOI I �.:•� .. T I n1NIf�I) ARvZ. N. �1 I•A ? W :, YOtlRs. TPloh L ' ' vcnT. sa Ai. ��► cc 741� f Schiff/.Sinclair REVISED 9/EL' H. ROY JAFFE, P.E. O,oRO��VJiv�� Windsong Cove Private Poad , East Marion, NY 11939