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HomeMy WebLinkAbout45946-Z o�SUFF 41- TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y s TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45946 Date: 3/18/2021 Permission is hereby granted to: Signature Five Loan Trust 1430 Broadway Ste 350 New York, NY 10025 To: construct single-family dwelling as applied for per SCHD approval. (Lot#24) At premises located at:4380 Stanley Rd., Mattituck VO io K O-T- L j SCTM # 473889 Sec/Block/Lot# 106.-8-78 Pursuant to application dated 3/2/2021 and approved by the Building Inspector. . To expire on 9117/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,942.00 CO-NEW DWELLING $50.00 Total: $1,992.00 B ' i InWector FIELD.INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ----------------------------------- FOUNDATION(ZND) O � � H ROUGH FRAMING& H PLUMBING �y INSULATION PER N.Y. STATE ENERGY CODE T FINAL ADDITIONAL,COMMENTS a. .o �e r +c, clL \ O C> Z4-- TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only J y MAR q _ � 2�21 i..._.r PERMIT NO. Building Inspector: �jlatir►s�nd farisnus�be ltlled oupheiyreil� t�r plete k applrcat+©ns wiil npt 13�=accepted Wherry the Applicant�s�dt the awner,��n - - , . - Date:February 18, 2021 . , p.TV-rv'�sv g'+ oDWl1iE13tSj itl•l [tiV� E!!1 r E ', i �ei` Name:Zenith Property Group LLC SCTM#1000-106.00-08.00-078 Project Address:4380 Stanley/ Rd.. Mattituck NY 11952 Phone#:917-626-2996 Email:monumentalpropegy,,@yahoo.com_ „ Mailing Address:3080 Route 112 Suite B Medford NY 11763 Name:Christopher F. DWypr Mailing Address:437 South County Road Brookhaven NY 11719 Phone#:631-286.-8668 � — Email:cdvvypr@,Ikma.co11M13'01ASII'SJT am m 1NFflRMAT#fJN. L \�^ �� �... .x:... �....g; _. = . 511 0 _ Name:Robert A. Steele P.E. Executive Vice President L.K. McLean Associates P.C. Mailing Address:437 South Country Road Brookhaven NY 11719 Phone#:631-286-8668 Email:rsteele Ikma.com 4,— Name:Oasis at Mattituck Corp. Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone#: �µa _ Email: eter moderns ehomebuildin .com © $� F PR�Paa�G�7NRUl"Tl� l r r ', °arc. @New Structure ❑Addition DAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? @Yes ❑No Will excess fill be removed from premises? @Yes ❑No 1 _ a ' PR Fi l I l� k w' Q OP EG NFOR �1TJ0 S Y x M'• - H ..ii., $;4 ✓�.., t�"'W, E F 9m ..F.�'k_ ..... M.. '* Existing use of property:Vacant Intended use of property Single Fami1, Fesidelce Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC , � . . this property? BYes ❑No IF YES, PROVIDE A COPY. t',Rss� _ _; CheCl t'Bt)X Aft Readia The vwnerJcvntracar(design professions!is respvnfibie for all drainage andtvrm waE2r issues provide chapter 236 of the l owti Cody APi iCA ndQ IS PftrA'ay the issuance`of'a iuit l permit,'pursuatiR ttkthe BuUd g1'one s ritda ��'#the�'vwa,ofSaut+�� �uffoit�cvu�1yt iVewYa ndothe �p�licabiet.av,�t3rdtnan�sviitegutat�O{�;'art �vnstr��kivrt�fbu�IdlnBg;�*���`��3' �a'c�d��vn�)kiation� ifor`rgm'��I�ldei»vllitvn` �iie�reire��rl6ed��'The�f�at�9yp�$e�ioro�m"}y �r witn�al{(ayy��((��. 61et�4`��"ordfn�isces t�iid�iippeYx���:�"�' t 1 { F !�$� ro 3 L!�p�•! 4y il�+�.AY ,� ^,�1 �1 � � A / .nf .� housing code and reguiatfons ami tc admit auttivrized inspe�tvrs vn premised§end in buil�dirlgCs)�o��necessary inspections i=at�e�statement3 made herein are �, �pu(n;'isl�abte��`aclaissR'Sri►isdeNr►ea�vtptarsuatattdSoction21045of>tteNewXorkstatePenalLaw�f,���, ,; ��� x y�,�`� � � ������;� y� Application Submitted By(print name):Christopher F. Dwyer BAuthorized Agent ❑Owner Signature of Applicant: Date: February 18, 2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Christopher F. Dwyer being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworp before me this 0dayof February 2021 Notary Pub c CHRIS WIEGAND NOTARY PUBL C,State of New York No.01 WI6210359,Suffolk County PROPERTY OWNER AUTHORIZATIONCommission Expires August 1702-( (Where the applicant is not the owner) I, John Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf yth Town f Southold Building Department for approval as described herein. a Q s igture Dto Johnjwner' ovitch,Zenith Property Group LLC Print Owner's Name 2 UR E PER S V Y.OF.PROPERTY. ' . .. : . ON THE SUBDIVISION MAP OF S AT MA FIELD TT THE ITUCK LOT 24 FILED MARCH 31; 2000 AS,MAP NO. 11370 SITUATE AT MATTITUCK :TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK 0 : AREA OF. PARCEL = 32,803t SQ.FT. OR: .0..753f ACRE `S NOTES / \6/ 1. MEASUREMENTS ARE/NACCORDANCE MIN U.S.STANDARDS. 23 /_ \\ 2. BEARINGS AND.DISTANCES AS SHOWN ON'THE FIELDS AT M4TI7TUCK,FILEdMARCH31,2006AT THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO.11370. 3. ELEVATIONS REFERENCE NAVD 1988. UNAUTHOPJZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND \\ 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE NEW YORK STATE EDUCATION LAW, 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND ���� ' SURVEYOR'S EMBOSSEW OR'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. u2 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED 1N 6G�/ ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE \\ NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLYTO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ` ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. / a X 48.3 7 UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT LOCATED ON / 4 THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION/S TO BEGIN,ALL s E UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,S/ZEAND TYPE BY THE RESPECTIVE UTILITY COMPANIES. TV B. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 9. THE SURVEY CLOSES MATHEMATICALLY, Acl (o LEGEND s \� �+ x1 'OO - -I'Q� 0 •••••••••:•••:_ELECTRIC MANHOLE •9�i\ %% -VACANT- V / P e —TV—•••••••••••••• UNDERGROUND CABLE TV •••• LOT NUMBERS O 4 BUFFER AREA P , .........:.... -_P CG \�� O —T—•••• UNDERGROUND TELEPHONE P O\ d ..............WATER VACV£ Q� c OF NEW .............CATCH BASIN 'fiq�,s` • c. 1jP�� �` �L'' L. ST � —E—.............•UNDERGROUND ELECTRIC \ LQQ- 'k At •UNDERGROUND.WATER S ■ ••••••••••••••CONCRETE MONUMENT \\ /op 050528 02110/21 T.L.S. I Corrected length along curve T.L.S. 99 -DATE BY .DESCRIPTION APPROV. BY \� s0.6 L=171�62 RHo1i$4h,6 r\\ LAND REVISIONS REVISIONS Town of: : Southold CERTIFIED TO: 1.ZENITH PROPERTYGROUP LLC Suffolk Count New York xsor _ T� ��ppT 2.FIRST INTERNATIONAL TITLE AGENCY Stanley Road. 49.7 SIGNATURE IGN E Survey of Property -pTUR FIDE Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP I hereby certify that this map was made from an actual surrey DISTRICT 1000 completed by me on 05/13/2009 and updated 11/25/2020. L. K. McI;EAN ASSOCIATES, P.C. SECTION -106.00 CONSULTING ENGINEERS & LAN 'SURVEYORS BLOCK' 08.00. A - C I NGINEE S D M�� ^^a 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK LOT 078.000 I l Surd By. KG/JL sneer No.scale:,� 1'=30' TAMARA L. STILLMAN,P.L.S. blr nB GLB Dote 12/Os/2020 ll NYSPLS No. 50528 Il P+\20099.000 Flelds 6 Hatt/tuck Engr 8_Survey\Survey Dept\Drawings\20099.000 lot 24.dwg 612912011 4,17 PM Tamara Stillman - approved Bye TLS. R.No. 20099.000.. EN22im 2 STORY RESIDENCE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ZONING>�mEn 4BED100M PERMIT FOR APPROVAL OF CONSTRUCTION FOR A (RESIDENTIAL) SINGLE FAMILY RESIDENCE ONLY 99C OATA. SrtE AREA: 0.7W ACRES Hit I stounAEE true LOw nNJiT N;FMEQ!I NOreAL; I -- T0=DEvaD°ED i' 160,00' 1.` A END KNOWN WELLS(Deep OR SHALLOW)wnaN LSD•a PROPOSED SWTMY DATE 3/1/2021 H.S. REF. NO. R-21-0052 N 65'2536' E vusLtt vATER 1 2. THERE ARE NO 109M STORY DR04 WITHIN2o OF PROPOSED CESSPOOLS. APPROVED cv 1 1 - C 3. THERE IS A LATER MAN AVAILABLE ON STAN EY ROAD. O� 1 1. PROPOSED SMNRMY SYSTEM 5 DEDONFD FOR A TOTAL OF A RFORDDARS. � � �LI?VEY HeTEe, FOR MAXIMUM ' 4 BEDROOMS 51 \ 1. YWUREMIM,S ARE N ACCORDANCE WITH U.S.SWIONLDS. D- IA v \� 2. BEARINGS SHOWN ARE IN NUN YORK STATE PLAN DDDRIDWTE SYSTEM.LONG ISLANDEXPIRES THREE YEARS FROM DATE OF APPROVAL 3. ELEVATIONS SHOWN NEW ON REFERENCE NAMD IM. \ N a- TOPOGRAAPNCAL SURVEY OBTAINED FROM 2014 USOS CMGP UOAIL POST SNOY FROM THE NATIONAL OCEANIC AMD ATMOSPHERIC ADMINISTRATION 3> 5. PROPERTY SURVEY PERFORMED BY L.K.MCLEAN ASSOCNTEA P.C.ON 5-13-20DO! UPDATED ON 11-25-20 n I � SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES rt 11 , + I, six PROPOSED BUILDING / \ P 1t '�•0.�Q�V'QV ��� � PROPOSED ASPHALT DRIVEWAY 9� G � J�,l"3��(c PROPERTY LINE C .tN!`,�,/fyf QZ \ PROPOSED OONTOUIt I DOSTING CONTOUR PIP � y PROPOSED SFPRC rANK Water line mu 10 fee om sanitary a .- PROPOSED PUTSowsw Lzm"w POOL FE" + ( c /V '��P_�+� - PROPOSED URO DMANSION SOCARY LEACHING POOL /VJ7i^ `O PROPOSED SANRARY PPE Clatt:tRA.k N*, \ \✓NiS\ B ti ,^\�J / / l/ / ` PROPOSED r ADS ROOF DRAINAGE PPEUP a5,i G\ ) , r PROPOSED 10•0 DRAINAGE STRUCTURE(SOLD WOM R) poi ��i SIERVIDE 3' y, PROPOSED u�E c�c sERYLDE ��l�'o os" °"� _ TEST HOLE LOCATION a i.UNDERGROUND iFy WATER E Ho NONE PROP.U.G.WATER PROD U G PROJECT LOCATION SERVICE PROP.T A� GRAIN SERVICE RENCH }\y � A.r ✓%'• GRADE EX.WATER ` 0 0.0':• }:40 BROWS:SILTY SAND �• METER r — //�� R=250.00, BROWN CLAYEY SAM 7ANL Y ROAD LOCATION MAP S '� vtDE? ,r .o• SCALE: T•_ 1.000' �9 A Ay (pRIVATS .,4 r - i7/ PALE TO BROWN FM SMO EXCAVATION INSPECTION REQUIRED '81 34• FOR SANITARY SYSTEM TEST HOLE BY BERMCDONALD GEOSCIENCE BY HEALTH DEPARTMENT SITE PLAN DECEMRER 2a. N2020 TER (NO WATER ENCOUNTERED) SCALE: 1•- 40' HIGHEST EXPECTED GROUNDWATER O EL. 0.50' TEST HOLE #3 N.T.S. 2/10/21 MF AS PER COMMEWtS FROM SCONS DATED 2/9/21 MF DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NY THE FIELDS AT MATTITUCK tEOFNrw LOT 24 PROPOSED SANITARY .1 A.J,F`opr\ PLAN L. K. McLEAN ASSOCIATES, P.C. OOIOIA)OIO OI111111mI w TOWN OMIIIIT i_BOOIIYm NEW TOIL 11719 G , D«q.a W. MF/CFD sea« AS NOTED "P �R pN►\ DW.e MF DWIR DEC. 2020 SA N��ei�r� �A'a" 'OF or RAS FRP No. 20099.000 FS.ELEV.-53.25' STOPPER OR END PLUG 10,4 15'QAA2ITE FINISHED LOCIONG CASTING TO GRADE ENCLOSURE WITH COVER r GRADE (EL 51.00) IN LANDSCAPE AREA 1 GRADE .-51.20' CONCRETE COVER LMIN. 21r. EXbT►4G GRADE ® 4 CONCRETE CHIMNEY 0' SDR 35 4.ON NM.�-PIPEpEIt 1 r' 11 sOR Js� 4 DK INVERT(N) T——— — 6• — Ew. ELEV.46.70' I WALL CAST IRON PIPE 5N41 INVERT(IN) 6- INVERT(OUT) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES E1OET0 TION 71fi0WAL00LMLA MIN. ELEV.45.70' 4.3' ELEV.45.20' OF F 2'. (EFT. DEPnO T 6'SDR 35 INVERT(N) PVC DROP TEE ELEV.44.20' L 8'0 1.250 GALLON SEPTIC TANK W/DOME \� WMWam SECT] 9 n WOLT 12'-0• ELM 1Ar W6 M.1 3/r 04IN IAMET mm MUL 1 INTD%kL COMPME TO AlIft A4a WM 30W ON NOTES.: I (3 0') 3'0•) 3. T 2MAM co'"M M~ALIUM F UM TARO 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. 9 28 DAYS. PpEco r an AAPNom c01NA. COLLAR 2.ALL FRAMES 9 COVERS SHALL BE. WATERTIGHT. INSECT—PROOF AND LOCKABLE. COLLAR 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT ( I MT: EXCEED TWO FEET IN HEIGHT. (TYP.) BOTTOM OF POOL ELEV.]2.5]' 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE ( e'MN.VIRGIN STRWA CONTRACTORS RESPONSIBILOY TO VERIFY THESE LOCATIONS AS WELL INTO A ND& STRATA AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. SANG k�� 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6' LIFTS. fl4Ga1LL MATERIAL CLEAN AND S AND GRAVEL ISTURBED AREAS. 3'MIN. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATIONOF ANY I D NIGIESi EXPECTED TTR 7.ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH a CLEAN FILL MIN. OF 3' AROUND AND BELOW THE SANITARY TYPICAL LEACHING POOL r s Ta e3w STRUCTURE. .TINY O w wNr noN INGEST E7lPECIED WN7ER ELEV.tO.SO' ------------------------------ TYPICAL CLEANOUT DETAIL .TA LOT 24 SANITARY PROFILE 2/10/21 MF I AS PER COMMENTS FROM SCOHS DATED 2/9/21 MF DATE BY DESCRIPTION APPMN. BY REVISIONS TOWN OF SOUTHOLD ilk SUFFOLK COUNTY, N THE FIELDS AT MATTITUCK h��EoAH s ,G LOT 24 SANITARY DETAILS L. K. McLEAN ASSOCIATES, P.C. OORMATM ONRmf 4A sm MINIM R wwwoOL wo TON II71F 1 \` %,-WAZ;,;.wz-- m ; f7 ' �{ Dww"d BY-. MF/CFD scow. AS NOTED shoo N� Dm-W. MF ow DEC. 2020 A GAGS M i44 LVA">M•1qn.}A M - — By. RAS FNN No 20099.000 SURVEY OF LOTS 1-3 INCL.,LOTS 5-11 INCL, 13-17 INCL.AND 20,21 AND 27 MAP OF THE FIELDS AT MATTITUCK �m FILED MARCH 31,2006 AS MAP NO.11370 LOCATED AT MATTITUCK NAP OF SUNSET KNOLLS, SECTION TWO TOWN OF SOUTHOLD MAP NO 5448, FILED 4/9/70 AREA SUMMARY � SUFFOLK COUNTY,NEW YORK --�--� �__�--� -- LUT LOT AREA ND. SOFT. SUNSET I7Pl1/E 1 56,640 ao yao a 150, WIDE) 2 61,994 str o 4 100,312 qW^ In Vt 1;I TNR N _— SC.WA. WELL SITE DANIEL V AND NARIA ! S 38,395 N/F BRISOTTI �( .'., I 41 I N/F I N/F I MICHECLF AND 6 41,673 �, ° IBLLER ANDREV AND N/F �&4 ' md? 3 I N/F I ppI LDNSTAN7INDS ,�LARIA ISTEVEN MACROSI 7 36,951 LOUL x. WF I N/F ICATMERIAE AND M I AND MARKELLA MAGRIPLES SUFfOLK COUNT r Lb.Q���I REGGioY TASIBNfA'SIB P'4AaNTDD_KEOnNvS—"T�N r_IwNwI�D fI�y'e D—__PoI ILIAMCa _ __ sz3 t4f E \ WATER AUINDRITYA 8 32,744 LPE LONTUVEROS 9 56,959 4b saa3rE a rre U 4 10 47,933 -7 D 11 37,104 � 25 WIDE EXIS B " S,t fK 'S E` r NHS I aELIK'arED Rnv. — __ _� 13 51,437 w Ar i 13 _ • __ -� 14 50,850 •' A Sc.rx ra O p O I I O IIKtl-ld[ap-ae.m-o73ac � ��� JE y- �t1P traa-Iaw.ar-moo 7.aao\l 1 __ EASEMENT fDR 14 P N/F I C�' 19� SGiI / TURM IUV R,,,��K��///��' om-- 15 49,2�8 PETER AND EL AINE �=I lQOp-LQbAp-OR[tl-IACgO, e 11 ;� N2a37'Op"V�IQ00' PSY__CS -AREA A L+L� ` 16 37,240Im t 17 30,931 SUBJECT ^ I $ 10, / / 1s �-- 1?a ��� /_ _ - $ IR 20 32,685 PROPERTY „JE ao� -- O ScrM M7 sa rN Na -- @ ;� 12 �, I� 2 21 41,195 tP n MIT y lam-laro 08m-0>+aro lu IaOa-IMaa-mro-aa9aro RITE ROV LLL ' I .b� / ' •� a GAIG6 a KOCH '18 H 22 31,876 �e I ,� A•. A'• SQTHfiar$aMf6ma 1 / ti 23 33,931 N/F 60' 19 / 16 4r^/ l�$'�'2 -50' 24 32,803 TOWN OF SOUTHOLD NICKDLAS AND DINS N,• - KANELLOS I W O - `�v�".` SGTx m ` c✓v aL. 25 34,082 I] I 2 ° ,.ro-taroT-xmroM-a73aro/ lam-t SLra�x� -® LDao-mcpaeRao-aeaa taro-tasCTA . m o7suw 1 Am"6 'v 26 32,010 1 pd ,gym 4 '�Tmca-rem-oseaao �II �/ *� II 1 W 27 1,367,048 CD'A"AS =TM AD .ROAD 145,800 a� 2a'WIDE -'� I8 22 I W&$Q� =y I . 00AaTaE,D R Nh- Ia1O7r-maa-a71.000 O TOTAL! 2,481,801 RRa 156.974 ACRES' p All ICAON JOSEPH N AND Ilroo-f SCix MID, SCTx ND RONONOhE K!N K MACARi I.. ILA-taaO-ORW-a)6atla 23 SG ix Aa P� Am- uTAI,a i �' Imrlanr-aRao-alaaa +aca-mra-o7earr yy \1{ roar-wsao-mm-pnmr Scrx ra 3 W G I i1! ,R W ' 1 50,VIDE WA EASEMENT iD rHE a e' LEGEND SLFFOLK IT _ ,AREA T=R+s 1307 ISTYT/ x ��5i` p. N/F Q DECIDOAIS TKLF e� O / CARP-C KELL ® DRAINAGE MANHOLE LOCATION MAP ELECTRIC NAAHZE N/F O O tam-IaGPOT aaDam Z Q FIRE HYDRANT (NO SCALE) NIF I y 1 �� JAMES AND COLLEEN J O i I m TELEPHONE MANHOLE EVE S7RAUSMAN VINSTOV I O 'MONTGOLEIl Sm rG SC rx AR O 2 IY ROAVDCATCH DRAIN INLET taro-tosao-eelrr-asaav taw-la.oaoaar-ocaaaa 1 • NOTES b ` SG Tx NO SCTA ILL 1'. Na SC rx Sri Z 65 WATER VALVE (FORMERLY ARTHL.W BURNS) 1GIa-m6aFina1-a87.000 ' fa0P1a6ar-ma-a61Aro ^IaCp-Ia.Ctl-mar-a6P� B VATER NETER T. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS g i sc.rx M 1 �' / POINT Or !�P ® CAKE Tv aDx Ia Ora 1 I/ laro-la6.ar-a8a?9laro �M t3 ® LOT NUMBERS 2. "` BEGINNING RESOUNDS AND DISTANCES AS SHOWN ON THE FIEI.DSATMATTf1UC1(;FILED MARICl191,LAOeAT [V4t, — Q RIPPER AREA THE SUFFOLK COVNTYCLERKS OFFICE AS MAPNO.//77a d tJx 1P'��'N. UVDFRGRIXWD TELEPHONE VELL J. ELEVA TIONS REFERENCE NA VD HOED N23'IS'00"V N15'S7'm"V N20'1B'00"V +1^.H5' NP8.39'm"V BQ60G' N/F AIPIM92aN 854.11, DO/GLAS A AND PRANCES M COOPER UNAUTHORIZED ALTERATION OR ADDITION TOASURVLY MAP BEARING A LICENSED LAND / 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209.SUBDIVISION 2.OF THE NEWYORK STATE EDUCATION LAW. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THELAND SURVEYORS'EMBOSSED'OR'IN(ED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES PROPERTY IS SUBJECT TO C. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THISSURVEY WAS PREPARED IN • DECLARATION OF COVENANTS AND RESTRICTIONS IN LIBER IIS;5 ACCORDANCE WITH THE LODSTNG CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE PAGE 254(NOT LISTED)AND LIBER 12389 PACE 816(NOT NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS SAIDCERT/FICATIONS LISTED). SHALL RUN ONLYTO THEPERSON FOR WfEM THE SUr VEY IS PREPARED AND ON HIS BEHALF TO • DECLARATION AND COVENANT FOR ROAD DENCATON AND THETITLECOMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HERFONAND HOMEOWNERS ASSOCIATION IN LIBER 12429 PAGE 522(NOT TOTNEASSIGNEESOFTHELENONGINST/TUMW CERTIFICATIONS ARE NOT TRANSFERABLE TO LISTED). ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. • ELECTRIC AND TELEPHONE EASEMENT IN LGER 12520 PAGE 531 (AFFECTS STREETS). 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUTLOCATED ON • ELECTRIC EASEMENT W USER 10702 PACE 482(NOT APPLICABLE). THE GROUND ANOOR RECORD PLANS BEFORE ANY EXCAVATION IS TO BEGW..ALL J • WATER EASEMENT!N L'BER 12495 PAGE 137(PLOTTED)— JI UNDERGROUNDUTLIDES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AID TYPE BY THE RESPECTIVE UTILITY COMPANIES 8. RIGHTS-OFMAY NOT SHOWN ARE NOT CERTIFIED 9. THE SURVEY CLOSES MATHEMATICALLY i - 10. ZONING USE DISTRICT.AC 2075 1-26I AND LOT 27-PROTECTED. DATE BY DESCRIPTION _ APPROV. BY REVISIONS d Suffolkow County, Southold g TITLE SURVEY Property at Mattituck SUFFOLK COUNTY REAL PROPERTY TAX WPNO CERTIFIED TO' TOWN OF SOUTHOLD: SCHEY RRCOOURRTucJtOUP "THE FIELDS AT MATTITUCK" SECTION 113.00 BLOCK 02.00 BROOKLYN TIMBER LL R CHARD LC27RI/S7: /y,`p`p e1.St�YO'P $ LOTBLOCK 02 0a2 GRAPHIC SCALE �> ✓Y4 L. K. McLEAN ASSOCIATES, P.C. { SUFFOLK COL/NTY""PROPERTY TAXMAP NO. aa' 1 NB)'ftr�1I IV was..,I.fiam e/I atlas survey •A. - s * CONSULTING ENGINEERS & LAND SURVEYORS roTMVDFsounlrxD� a IBnnozD. � � 437 SO. COUNTRY ROAD, BROOKNAVEN, NEW M SECTION I.Do IN FEET) YORK I 1 I ^ Y' OWwgnwa By . Sxgft G.L.B./D.M. 1-= 100' ( �..Fa'r'�'� Z. �\ f�¢ I BLOCK OfiOD GSOs2e c]' P057.000INCIL a 059000.OWOOOWCL. 1 iach= 100 K T NYSPLS NR 3ST082e NPLS �LnNDS By, —fO67.O0DWI.0001NCL.arM0744OOa%IO75000 Drown a T.L.S./DIM. Fie No 120 990000 LOTS 05500 pprovtl By, T.L.$ 2 lr Li REM/Rate - Residential Energy Analysis and Rating Software 06.0.4 New York Compliance Certificate Project Title:-New Home 1000-106-8-78 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2021-02-27 Data Filename 2021_027 4380 Stanley Rd.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERSlndex 56 Construction Site Owner/Agent Designer/Contractor HERS Rater 4380 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 4380 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area(sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 4923 Maximum UA 373 Your Home Energy Cost($/yr) 4495 Your Home UA 363 Better Than Code(Perf) 9.5% Better Than Code(UA) 2.7116 Gross Area Cavity Cont. Glazing or Door Assembly. or Perimeter. R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1226 39.0 0.0 43 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2185 •15.0 5.0 122 AG Wall 2: R15,FG1,4-16 260 15.0 0.0 21 AG Wall 3: R-18 SPF+Rigid 312 13.0 5.0 18 REM/Rate-'Residential Energy Analysis and Rating Software v16:0:4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado: REM/Rate - Residential Energy Analysis'and Rating Software v16.0.4 . New York Compliance Certificate Gross Area Cavity- Cont: Glazing or Door Assembly or Perimeter R-Value .R-Value U-Factor UA d r . Joist 1: Cond->ambient 132 13.0 5.0 0 Joist 2: Cond-garage 23 13.0 0.0 0 Joist 3: Cond - ambient 113 13.0 5.0 0 Joist 4: Cond - attic 23 13.0 0.0 0 Window 1: U.0.28, SHGC 0.31 DR 40 0.280 11 Window 2: U:0.30, SHGC:0.31 210 0.300 63 Window 3: U:0.28, SHGC 0.32PIC 32 0.280 9 Window 4: U:0.28, SHGC:0.25 15 0.280 4 Door 1: Fiberglass U-0.28 JD 34 0.280 0 Door 2: Fiberglass U-0.17 JD 20 0.170 0 Basement Walls Wall 1: R-11 Paramount 989 0.0 11.0 58 Wall 2: R-11 Paramount 177 0.0 11.0 10 Window 5: U:0.30, SHGC:0.30 21 0.300 6 Door 3 22 0.220 0 Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.72 EF. Cooling: Air conditioner, 14.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for,your application.. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current, energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that-the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to.the requirements of the Residential Energy Services Network RESNET Standards. REWRate,-Residential.Energy.Analysis and,Rating.5oftware v16.0.4 This information does not constitute any warranty of energy costs or-savings. ©1985-2020 NORESCO, Boulder,.Colorado. Page 2 of 3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Complian Cer M ate Name-Title Signatu Date REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy Code Inspection Checklist Property Organization HERS • Oasis at Mattituck, Corp. DAmaro Engineering Projected-Rating . 4380 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_027 . RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Date: 2/27/2021 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in,the field from what has been input in the analysis. DAmaro Engineering's field inspection process will_identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO'to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(1349 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation.. Name: main Insulation Grade: 1 II III Face/ Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2185 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (260 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage/attic Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 3. Wall: R-18 SPF+Rigid (312 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face/ Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 REM/Rate-Residential Energy Analysis and Rating Software.v16:0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. t Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating. 4380 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 1. Window: U:0.28, 5HGC 0.31 DR (40 s.f., North), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D1 Orientation: North Comments/Location [ ] 2. Window: U:0.30, SHGC:0.31 (45 s.f., North), U-Value: 0.300, SHGC: 0.310' For windows without labeled U-factors, describe features: Name: W2 Orientation: North Comments/Location [ ] 3. Window: U:0.28, SHGC 0.32PIC (16 s.f., North), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W3 Orientation: North Comments/Location [ ] 4. Window: U:0.30, SHGC:0.31 (60 s.f., South), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W5 Orientation: South Comments/Location [ ] 5. Window: U:0.28, SHGC 0.32PIC (16 s.f., North), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W7 Orientation: North Comments/Location [ ] 6. Window: U:0.28, SHGC:0.25 (6 s.f., North), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors,.describe features: Name: W8 Orientation: North Comments/Location REM/Rate:-Residential Energy Analysis and-Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO;Boulder, Colorado. Page 2 of 7 W 1. Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Date: 2/27/2021 Windows and Skylights [ ] 7. Window: U:0.30, SHGC:0.31 (15 s.f., North), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: . Name: W9 Orientation: North Comments/Location [ ] 8. Window: U:0.30, SHGC:0.31 '(15 s.f., North), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W10 Orientation: North Comments/Location [ ] 9. Window: U:0.28, SHGC:0.25 (9 s.f., West), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W11 Orientation:West Comments/Location [ ] 10. Window: U:0.30, SHGC:0.31 (15 s.f., West), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W12 Orientation: West Comments/Location [ ] 11. Window: U:0.30, SHGC:0.31 (60 s.f., South), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W14 Orientation: South Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30(7 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W16 Orientation: North Comments/Location REM/Rate-Residential.Energy Analysis.and Rating Software V16.OA This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 7 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Date:2/27/2021 Windows and Skylights [ ] 13. Window: U:0.30, SHGC:0.30 (7 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W17 Orientation: North Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (7 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W18 Orientation:West Comments/Location Doors [ ] 1. Door: Fiberglass U-0.28 JD (34 s.f.), R-Value 3.6 Comments/Location [ ] 2. Door: Fiberglass U-0.17 JD (20 s.f.), R-Value 5.9 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location Frame Floors N/A Slab Floors [ ] 1. Slab: R-0 Paramount (1226 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v.16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020.NORESCO, Boulder, Colorado. Page 4 of 7 En ergy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.big Date: 2/27/2021 Foundation Walls [ ] I. Wall: R-11 Paramount(1032 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Wall: R-11 Paramount(177 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face'/ Inset Comments/Location Rim and Band Joists [ ] I. Joist: FF to outside (132 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Joist: FF to garage (23 s.f.), Between conditioned space and garage 114:0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 3. Joist: 2F to outside (113 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 4. Joist: 2F to attic (23 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic Insulation Grade: 1 II III Face /,Inset Comments/Location REM/Rate Residential Energy Analysis and.Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO; Boulder, Colorado. Page 5 of 7 Energy Code Inspection Checklist ^ ' Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected,Rating 4380 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Date:2/27/2021 Mechanical Equipment [ ] I. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.72 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 115 cfm, 24.0 hrs/day; 96.0 watts, No ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 1860) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design.home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage-to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals REM/Rate-Residential Energy.Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 7 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Date:2/27/2021 Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage—3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Require's ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 7 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2021.02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Property/Builder Infornia d,n- - ' Building Name New Home 1000-106-8-78 Owner's Name Oasis at Mattituck, Corp. Property Address 4380 Stanley Road City, St, Zip Mattituck, NY 11952 Phone Number Builder's Name Oasis at Mattituck, Corp. Phone Number 631-767-4807 Email Address Plan/Model Name Aurora 2-L-F Community/Development The Fields at Mattituck-Lot 24 Identifier/Other 419-24 Orgarnzadon. l Organization Name DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineering.com RatinORESNET Information o - Provider ID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Rater's Name Jerry DAmaro Rater's ID 2614397 Rater's Email jdamaroCoptonline.net Last Field Insp 2021-02-27 Rating Type Projected Rating Reason for Rating New Home Rating Number 2021_027 Rating Permit Date 04/01/2021 REM/Rate- Residential Energy Analysis and,Rating Software v16.0.4 This information does not constitute any,warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2021-02-27, Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg !General Bu>Iidinglnformat>lon, Area of Conditioned. Space(sq ft) 3643 Volume of Conditioned. Space 37200 Year Built 2021 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 4 Foundation Type Conditioned basement Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A Foundation Watt Information Name Library Entry Location . Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo' (wall only) Grade(ft) Grade(ft) main R-11 Paramount Cond->ambient/grr 132.30 7.80 6.30 1.50 0.058 0.086 to garage R-11 Paramount Cond->gar-age/gmd 22.70 7.80 6.30 1.50 0.059 0.086 "Uo Value Combo combines wall, airfilm, and soil path Foundation WaU L>Ibrary;List 1.• Foundation Wall: R-11 Paramount Type Solid concrete or stone Thickness(in) 8.0 Studs None Interior Insulation Continuous R-Value 11.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.00 ft from top of wall Ins Bottom 0.00 ft from bottom of wall Exterior Insulation R-Value 0.0 REM/Rate- Residential•Energy Analysis and:Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO,'Boulder,Colorado. Page 2 of 13 BuildingSummary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg �Foundat 'n eWall Library Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note JD, Blanket Wall Slab Floor Information Name Library Entry 4 Area(sq ft) Depth Below Full Exposed .On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) main R-0 Paramount 1226 6.30 155 155 0 Slab Ftoor Library, List Slab Floor: R-0 Paramount Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note JD Rim--and°Band`SJoist"InforMa Jon-, . y Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade FF to outside Cond -> 132.30 5.0 13.0 2.0 16.0 1 0.056 ambient FF to garage Cond ->garage 22.70 0.0 13.0 2.0 16.0 1 0.078 2F to outside Cond > 113.30 5.0 13.0 2.0 16.0 1 0.056 ambient 2F to attic Cond ->attic 22.70 ..0.0 13.0 2.0 16.0 1 0.078 Above Grade Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Value main R-20 Batt+Rigid Cond ->ambient Medium 2185.00 0.056 to garage/attic R15,FG1,4-16 Cond ->garage Medium 260.00 0.079 REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 13 � r Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Above Grade Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Value attic gables R-18 SPF+Rigid Sealed Attic-> ambient Medium 312.00 0.058 Above..Grade_Wall.Library List Above-Grade Wall: R-20 Batt+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness(in) 3.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note JD,Batt+ Rigid Foam Above-Grade Wall: R15,FG1,4-16 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness(in) 3.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note JTD Above-Grade Wall: R-18 SPF+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 110 REM/Rate- Residential Energy.Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs orsavings. ©1985-2020 NORESCO, Boulder, Colorado. Page 4 of 13 o \7 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Above..Grade.Wall, Library List Frame Cavity Insulation Thickness (in) 2.0 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.0 Note JD,2"closed-cell SPF+R-5 Rigid Foam Window 1h,f rmation Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer 'Winter 'Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading D1 AGWalt 1 North 0.280 0.310 40:00 1.0 11.0 18.0 0.85 0.70., None None W2 AGWall1 North 0.300 0.310 45.00 1.0 11.0 16.0 0.85 0.70 None None W3 AGWall1 North 0.280 0.320 16.00 1.0 1.5 5.5 0.85. .0.70 None None W5 AGWall1 South 0.300 0.310 60.00 5.0 0.5 5.5 0.85 0.70 None None W7 AGWall1 North 0.280 0.320 16.00 1.0 1.5 5.5 0.85 0.70 None None W8 AGWall1 North 0.280 0.250 6.00 1.0 1.5 3.5 0.85 0.70 None None W9 AGWalt 1 North 0.300 0.310 15.00 1.0 1.5 6.5 0.85 0.70 None None W10 AGWall1 North 0.300 0.310 15.00 1.0 1.5 6.5 0.85 0.70 None None W11 AGWall1 West 0.280 0.250 9.00 0.5 4.0 5.5 0.85 0.70 None None W12 AGWall1 West 0.300 0.310 15.00 0.5 8.0 13.0 0.85 0.70 None None W14 AGWall1 South 0.300 0.310 60.00 0.3 1.5 6.5 0.85 0.70 None None W16 FndWaU 1 North 0.300 0.300 7.00 1.0 9.5 12.0 0.85 0.70 None None W17 FndWallI North 0.300 0.300 7.00 1.0 19.5 22.0 0.85 0.70 None None W18 FndWall1 West 0.300 0.300 7.00 0.5 21.0 22.0 0.85 0.70 None None D oo r Information - Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front Fiberglass U-0.28 JD AGWall 1 34.0 0.222 3.6 No to garage Fiberglass U-0.17 JD AGWall 2 20.0 0.147 5.9 No bsmt-to-outside PCH BSMT FndWall 1 21.6 0.182 4.5 No REM/Rate-Residential Energy Analysis and Rating Software v16:0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 5 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021027 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021 027 4380 Stanley Rd.P.CC.blg Roof lnformad" r .. Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation main R-39 SPF SA 1226.00 1349.00 Medium No Sealed 0.035 No No Attic Ceiling: R-39 SPF SA Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 39.0 Cavity Insulation Thickness(in) 6.0 Cavity Insulation Grade 1 Gypsum Thickness(in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 7.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Sealed Attic. Note' JTD REM/Rate-Residential.Energy Analysis and Rating-Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 6 of 13 • BuildingSummary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Mechanical Equ�pmerit ' Number of Mechanical Systems 3 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 A SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity(kBtuh) 64.0 Seasonal Equipment Efficiency 96.1 AFUE Auxiliary Electric 426 Eae Note Lennox EL196UH070XE36B Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 .z._ DHW: Prop,S,T,5Og,7.2% .. Water Heater Type Conventional Fuel Type Propane Energy Factor 0.72 Recovery Efficiency 0.81 Water Tank Size(gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note JTD, AO Smith GPVT-50 201,AHRI 5497175 Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 Cool• JD,15."1SEER;,34 8K; REWRate-Residential Energy Analysis and Rating.Software vM0.4 This information does not constitute any warranty of energy costs,or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021 027 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021 027 4380 Stanley Rd.P.CC.blg Mechanical Equipment f System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 34.8 Seasonal Equipment Efficiency 15.1 SEER Sensible Heat Fraction (SHF) 0.70 Note AHRI 203374690 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 DHW Efficiencies � - All bath faucets Et showers<=2gpm false All DHW pipes fully insulated >= R-3 false Recirculation type None (standard system) Farthest fixture to DHW heater 40 TOTAL Pipelength for longest DHW run 70 DWHR unit present? false DHW Diagnostics dhwGpd 55.03 peRatio 0.70 dishwasherGpd 2.44 clothesWasherHotWaterGPD 4.48 EDeff 0.96 ewaste 24.85 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REM/Rate,-Residential Energy Analysis and Rating Software.v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 13 Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2021-02-27 ' Mattituck, NY 11952 Jerry DAmaro Rating No:2021327 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg uc Systems `r Name main Conditioned Floor Area(sq ft) 3643.0 #of Returns 2 Heating System Prop Furn,64k,96%JD Cooling System JD,15.1SEER,34.8K Supply Duct Surface Area(sq ft) 737.7 Return Duct Surface Area(sq ft) 273.2 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Conditioned space 100.0 4.2 Return Conditioned space 100.0 4.2 Test Exemptions IECC TRUE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test LtO (Leakage to Outside) Total Duct Leakage Supply tt Return 10.00 CFM C 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate-Residential Energy'Analysis and,Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 9 of 13 l: J Building Summary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021 027 4380 Stanley Rd.P.CC.blg infiltratiion and Mechamcta Yent>Ilation x 3 Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 115 Adjusted Sensible Recovery Efficiency(%) 85.00 Adjusted Total Recovery Efficiency(%) 48.00 Hours per Day 24.0 Fan Power(watts) 96.00 ECM Fan Motor false Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REM/Rate- Residential Energy Analysis and,Rating Software v16.0.4, This information does not constitute any warranty of energy costs,or savings: ©1985-2020 NORESCO, Boulder, Colorado. Page 10 of 13 � a - BuildingSummary Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg L hts and Appliances t Rating/RESNET audit Ceiling Fan CFM/Watt 0.00 Refrigerator kWh/yr 709 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane Location Conditioned Moisture Sensing Yes CEF 2.32 Clothes Washer Location Conditioned LER(kWh/yr) 704 IMEF 0.331 Capacity(CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REM/Rate Residential Energy Analysis:and Ratirig-Softviiare v16.0.4 This information does not constitute any warranty of energy costs,or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 11 of 13 ' v w Building Summary 4 Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Mandatory Requirements ~' IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 true Verified IECC 18 false Verified NY-ECCC 2020 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 0 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 1 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: true Basement Floor Area 1226.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate:-Residential-Energy Analysis and Rating Software,v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 12 of 13 Buildin Summaryg Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2021-02-27 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg DOE Zero'Energy Ready Home Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. Active Solar . ' 1 System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 13 of 13 LKAIAL. K. McLean Associates P.C. ❖ 437 South Country Road • Brookhaven • New York • 11719 (631)286-8668 • FAX(631)286-6314 ❖ 25 Newbridge Road • Suite 304 • Hicksville • New York • 11801 https://www.lkma.com RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT CHRISTOPHER F.DWYER JAMES L.DeKONING,P.E.,VICE PRESIDENT STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER MATTHEW C.JEDLICKA,LEED AP KEITH J.MASSERIA,P.E. VINCENT A.CORRADO,P.E. TAMARA L.STILLMAN,P.L.S. Town of Southold March 2, 2021 Building Department 54375 Main Road, P.O. Box 11 Yaphank, NY 11980 The Fields at Mattituck(Lot: 24)4380 Stanley Road Mattituck(SCTM#1000-106-08-78) Letter Requesting Building Permit LKMA Project#: 20099.000 To whom it may concern: In order to obtain building permits for the one property (Lot#24) located at Stanley Road in Mattituck we are submitting the following for each lot: • (1) Original Building Permit Application: Signed and Notarized • (1) Original Signed Survey • (4) Original Signed Sets of Architectural Drawings • (1) Copy of SCDHS Approved Plans • (1) Original ResCheck • (1) Signed Stormwater Management Plan • (1) Copy of Subdivision Map Thank you for your time in reviewing this application, if you have any questions please feel free to contact me at 631-286-8668. Very truly yours, Christopher F. Dwyer,Associate L.K. McLean Associates CFD: mf Enc. (7) Cc: Isaac Toussie w/enc. LKMA File Copy TODAY'S CHALLENGES I TOMORROWS SOLUTIONS Since 1950 4 m SITE PLAN DATA ��� �a�ca �TIVe / N tc;aa I LIMIT OF GRADING • I N/F t SIGNATURE FIVE LOAN TRUST // ZENITH PROPERTY GROUP LLC � TO BE DEVELOPED 16 0,00/ � �� 4380 STANLEY RD., MATTITUCK NY 11952 I \ PUBLIC VA TER N 65025 36 f \ ' � � � 1000-106.00-08 00-078 000 � 1 � SITE AREA. 32,803 SF 0.753 ACRES 0 LIMITS OF GRADING: 33,400 SF I /0.767 ACRES NO WELLS LOCATED WITHIN 100, ,., ca PROP. SILT FENCE \ \ m Il- AS DETAILED (TYP.) \ \so rn N \ h \\ � sor�ueur e�artE I��I a�itL4C{C Hillsyl 7 � \ \ wx► 45 ITI Ul s I SOIL STOCKPILE I 1 I AREA 500 SF * 1 �'.. �.• ..��� ,,., %. .. ,� �. s s 00 �r♦h•�� z ,?��k g s/ V- ( ,,Y M�t�S. `l?`7"a4•n"f{ti•',+.ti' � hY.'.t' '.'+.:�`• �" .Ys':�'�/ {- �0 \/ ���� ` 1 1 C) L_ � , ` ^` 0 �1X ' d.��•��^Y�" T".'v"'1� •'r�'f�t5j K4 w'ey'I "`• ''��aSXw.t,�`C' Z CE1 � Q :� ,y� "�rY��'fi�,•f !.^'''y;y`'+'h�"+Y .i� �,�r< � � Cl) kIDW31 � PROJECT I o - �?c��+. t (� am LOCATION - Qo Qr C d�i1 OR/tlK FOrI ,� I 1 . 91 I i , t:5 •� k� 1i�Q�y i vy ROAD e Me emw mm out N.Y.Pot DAY.Aip"m A" t'^ 10 2.A fLT FOISk1D ►N1.me 0*4 ACM i0 offff Vwx/Ott m"44: LOCATION M A P ryry SECTION SCALE: 1„= 1,000' TEMPORARY CONSTRUCTION ENTRANCE FE ,�y Cb C 8" THICK RCONCRETE C EINFORCED SLAB BELOW GRADE CONCRETE // \ E SURFACE A5 PER SITE PLAN � +i rl f /�✓ � �it ✓ �`� \ N N PERSPECTIVE VIEW PROPOSED, / SILT FENCE I / / ��`'� �� RECAST CONCRETE AT ENTRANCE �\ �` ��� —�] (DW2j ��``� \ v,, CHIMNEY 336' MINIMUM 2 x 2 :,, FEN i (FFROPOSEI III : ., t PosT \ �Sp ` \F 5�! I ,MCRM I \ ©®WW®I� WOVEN WIRE FENCE \\ \ r 1 1 DETNIED I z I I 0®®®® \ c^ \�� , '`R (III ®®®®® 8" ADS DRAINAGE PIPE FILTER CLOTHoc \ y D ®®CO®® 6" ADS DRAINAGE PIPE FOR TRENCH DRAIN ONLY. ' PROPOSEDOn I �- ,•� W !CONSTRUCTION \ l\ `" _ w/ Z • EMBED FILTER CLOTH ENTRANCE \� e O� \ .1llll ©13® ® MIN. 6" INTO GROUND r \ \w 06�� 0 - 0®® 4 PROPOSED TRENCH DRAIN e 'F'IM, 1 Ir W 6" ADS DRAINAGE PIPE " t \ BUTT 8g9 / a o®® = NOTt \ \ ............ F qg6 /�=250,00i —� / _ 13® ti II�II_ MAXIMUM DRAINAGE AREA TO DRYWELL \ w 'r (� �E tis 1/2 ACRE / too LINEAR FEET SECTION DETAIL a, elf ;..-mow Ulu y�-�_E w W�_-' �L n A D '0.m �/ CLEAN SAND do C- A T , ����E + Ll A: I GRAVEL FILL SILT FENCE DETAILS \SO / \ - - - -- -S i A L WATER GROUND s I - i E) LEAN SAND 49_ —� _ — VATS R A1) 50 VIDE) , .-''�'� 2'-0" Mi . 8'-0" Diameter 2'-0" M` GRAVEL FILL (PRr 2m HEAVY DUTY BAR GRATE, HOT DIPPED GALVANIZED, 1.5" O.C. •-4" � "� ,,,�� TYPICAL SECTION @ LEACHING POOL (DW) • 3/4 D� o� O \/ 1- �fi s a , .- OWN on ANGLE FRAME DEHOLE EP FOR j ti CONNECTINGfail ' DEPTH EXISTING A t N GRADE r:'• '•:;., �. O 0.0' ;:•;:•:•:•:•:;•: 52' BROWN SILTY SAND ARI END VIEW ROOF LEADER 2.5, •':•:::•:•:•:•:• SITE PLAN TRANSITION 4, ,g' .3 „ CAST IRON CLEANOUT "T" Elm SCALE: 1 = 20 BRANCH WITH BRASS OR M"BRONZE THREADED PLUG 0 20 40 BROWN CLAYEY SAND ..'__ -1 1, CONCRETE DESIGN STRENGTH Feet 4" CAST IRON PIPE PER ASTM C31, 4,000 PSI AT 28 DAYS OWE I%.4"•�- 2. REBAR ASTM A-615 GRADE 60 U �_ " 3, WELDED WIRE FABRIC ASTM A-185 12' 40' °•':�'' 4. TRENCH DESIGNED FOR AASHTO H-20 LOADING 0 e SOLID BLOCK OMIT END WALL. FOR INSIDE SECTION �_OM 8" ADSf3 1 PALE TO BROWN FINE SAND SECTION A-A PROPOSED BUILDING ROOF LEADER DOWNFALL DETAIL _ TYPICAL TRENCH DRAIN v PROPOSED ASPHALT DRIVEWAY DETAIL > -- PROPERTY LINE 18 34' N.T.S. PROPOSED CONTOUR STORMWATER DRAINAGE ; TEST HOLE BY MCDONALD GEOSCIENCE DECEMBER 23, 2020 CALCULA 0 S• 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED (NO WATER ENCOUNTERED) —11.0-- EXISTING CONTOUR AS A MINIMUM. 10' (231 PROPOSED SEPTIC TANK REQUIRED_DRAINAGE CALCULATIONS: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES o (TYPE O HIGHEST EXPECTED GROUNDWATER ® EL. 0.50' DATE BY DESCRIPTION APPROV. BY (2" RAIN EVENT) SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL AMMON& MEASURES U DEEMED NECESSARY ST THE ENGINEER PRIOR r0 AND/DR DURING THE �z TEST HOLE v �Try PROPOSED SANITARY LEACHING POOL IMPERVIOUS (ASPHALT) - COURSE OF THE CONSTRICTION. R EVI S I 0 N S 2,100 SF _ 1,40 ,�Q x 1)_ 1.�D 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED IL THE PLANS SHALL BE TOWN 0 F S 0 U T H 0 L D V 'rc� PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL �.400 x 2'/i2' INFAL }- 233.33 CF INSTALLED PRIOR TO DISTURBING ANY SOIL OR MILLING OF ASPHALT N.T.S. U Ate/ PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS IMPERVIOUS (ROOF) - 2.020 SF WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE 0--"SAND BAG PROPOSED SANITARY PIPE C— 2,02o x t — 2,02o CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE U >o IMPERMEABLE S U FFO LK COUNTY N Y ( ) COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE —D PROPOSED ADS DRAINAGE PIPE 2,020 x 2•/12" CRAINFALL)- 336,67 CF ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN 0 SHEETING OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. A A THE FIELDS AT M ATT I T U C K 0 PROPOSED DRAINAGE CALCULATIONS: 0) E Inw/A PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) 4. NO CONSTRUCTION MID/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL L< -/ ASPHALT DRIVEWAY W3) SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED n :� 233.33 CF REQUIRED BY THE ENGINEER. SECTION —w— PROPOSED WATER SERVICE 8'0 DRYWELL= 233.33 CEIA2.25 CF�/F= 5.5 VF 5. STABILIZED CONSTRUCTION ENTRANCE SHALL RE3MN FOR THE DURATION A__d LOT 24 ST0 R M WAT E R --o— PROPOSED SILT FENCE PROVIDE: (1)80 LEACHING STRUCTURES 03' DEPTH OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE. MANAGEMENT SITE PLAN N DW2)RME (DWI 0 O O O O 0 1:1 OR FLATTI� PROPOSED U.G. ELECTRIC SERVICE do P1.A1� SIDE SLOPE �� �V -� 333.33 CF REQUIRED �Q� �, TEST HOLE LOCATION 8 0 DRYIN 1- 336.67 CF/42.25 CF/VF 7.97 VF 0 o PROVIDE: (2)80 LEACHING STRUCTURES 03' DEPTIJ CONCRETE WASHOUT DETAIL 4 L. K. MCLEAN ASSOCIATES, P.C. 4 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N w— EX. UNDERGROUND WATER N.T.S. ` a T EX. UNDERGROUND TELEPHONE L,. `D C� PPIMSON R�t>fA A°FL��N�rMM ON OF WN TW D F "` Designed Sheet No. o 9 By: MFACED scale: AS NOTED Ca Oro/«+n+E AccoMPANrnc sPeclncATK,N� Ln�LEss ITS 077397 f Lo UNDER THE DfRECIION of A LICENSED PROFEZIONAL N �ENS SM ARE DIM Ao � 'OFESs\ Drawn By: M F Date: FEBRUARY 2021 SW Y Y A 1 1 DESCRIEC THE FULL WExr of TILE ALTERATIM M THE o BRAMlDIG"+°/°R s 'I°"QM EML "`"' Approved By: RAS File No. 20099.000 II TONN COMMENTS z ' ' THE I — AURORA ' ' o A 3PROVED AS NOTE o DATE: B.P.4 COMPLY WITH ALL CODES O 3 A allAL I TY NE ki BIOME MODEL 5Y FEE: o,r. NEW YORK STATE & TOW CO NOTIFY BUILDING ARTMENT AT AS REQUIRED AND CCNDI 'DN g 765-1802 8 AM TO 4 PM FOR THE w OASIS AT MATT I TUG�G, CORI=. FOLLOW iNG INSPECTIONS: �n r 1. FOUN'JATION - TWO REQUIRED FOR OURED CONCRETE �" `' `''"' u » Z 2. ROU H - FRAMIN- & PLUMBING T' TF'�S O O 3. INSU ATiON F — 4. FINAL - CONSTFLICTION MUST p �v BE COMPLETE FCF C 0.ALL CO tv REQU R MENTSTION S�,ALL MEET THE OF THE CODES OF NEW OCCUPANCY 'R # YORK S FATE. NOT RESPONSIBLE FOR USE IS UNLAWFUL DESIGN OR CONSTRUCTION ERRORS. WITHOUT CER IFIC: , � RETAIN TORM WATER RUNOFF OF OCCUPANCY -- PURSUANT TO CHAPTER 236 OF THE TOWN CODE. PLUM3ER CERTIFICATION PLUMBING O ON LEAD CONTENT BEFORE ALL PLUMBING WASTE &WATER LINES NEED CERTIF LATE OF OCCUPANCY TESTING BEFORE COVERT IG - - - - - - - - - - - - - - - - - - - - - - - -— — -- I F1 SOLDER USED IN WATER SUPP Y SYSTEM CANNOT ►- EXCE-D 2110 OF 1% LEAD. ELECTRICAL w ONSPECTION REOUIR-D "RuS5 PI_I CARDING REQUIRED Must provide Manu ils D, J and Sasper Lj DO NO PROCEED WITH NYS Energy Cod FRAMING UNTIL SURVEY — OFF= RATION LOCATION Ll - - - - - - - - - - - - - - - - - - - - - - - - - - - _ HAS E:EN APPROVED. INISHEC7 SECOND FLOOR Blotvcr dool and ductwork --- -------- All a-:teriorlighting testing required. insta led,replaced or W repaipd shall conform t Chapter 172 / 0L 0 of o• �� Code m N 4 1 0 ZZ <,t cri Z- 17 0 FLOOR AREA TAE3LE J) ILO D 0 E] E] tK Z11Aaz ,- O �z -- - - - - O® - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - FIRST FLOOR 1,215 sf (� Fz w p FINISHED FIRST FLOOR J SECOND FLOOR sf 1,202 th GARAGE 552 sf O � < a r El El ® ® ED ED ❑ BASEMENT 1,226 sf �/ N 4 Q ILI. r N PORCH 241 sf Ll FINISHED GRADE < Q I I I I I I I I I I I I I I I I TOTAL LIVING SPACE 2,411 sf I Q I I I I I I I I I I I I I I I I CONDITIONED FLOOR AREA 5A45 sf z I I I I I I I I I I I I I (INCLUDES BASEMENT) - " —F- —_ _ — _ — _ — — — — — — — — — INFILTRATION VOLUME 5'7,200 of -- (INCLUDES ATTIC BASEMENT) I I I I I I I I I i t I I I I I I I I I I I I I I I I I I _ — � a 1 ,.••,��,4...r«.►.,,'r•.., I NDE:X TO r )RA ll NOS d} DRAW I NO No. •/ , , gd COVER 8 ELEVATIONS A-I 'x:3, �t'•'"� ."gip` ,`";` 1 i FOUNDATION PLAN A-2 '' FIRST FLOOR PLAN A-5 ' I=i�01�ITLE:VTI ON 2nd FLOOR. PLAN A-4 .•,r;' rr°°°,��"•a,, WALL BRAG I N6 4 ROOF PLAN A-5 SCALE: I/4" = I ft SECTIONS 4 DETAILS A-6 'D «LIVERED FEB 7 7 2021 NOTES A-"7 TJI-DETAILS A-a ° O r d) ILL 0o O < 12 O � p z 5.25 o IL �- oY � o _ < Wp a z 12 X < —� —1 5.25 Q ,nni; OL 5� v w El ow O ILL o � m DATE: FEBRUARY 2021 COVER 4 SIDE: ELEVATION REAR ELEVATION SIDE ELEVATION ELEVATIONS SCALE: Ila" = I ft SCALE: 1/8" = I ft 50ALE: 1/8" = I ft DRAWING NUMBER A I A A-6 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER Z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE H O 24'-4" RL105.2.ro] 7- No. 15 ASPHALT FELT UNDERLAYMENT[RgO5.1.1] V _ TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER> 4:12 1 14'-b I/4" �'-5 I/2" f-' SELF-ADHERING POLYMER-MODIFIED to ` 2xb [UG35] P.T. LEDGER BITUMEN ICE SHIELD BARRIER [Rg05.1.2] O v 1/2"(P x 4" GALV. LAG SCREWS AT I6" O.G. 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 11 1 r - - - - - - - - - - � JL_I STAGGERED [R507.q] P.G. FTG 36" INSIDE EXTERIOR WALL LINE FOR > b:12 SLOPES � - -- - - - _ 4'-b" F 7 I/2" STRUCTURAL PANEL SHEATHING [RSO3.2] Q __ __ BASEMENT ENTRANCE STAIRS b" REINFORCED CONCRETE RETAINING WALL R-3q GL05ED-CELL SPRAY FOAM (5PF) INSULATION (2)-2xlo P.T. GDR I 0 L J #4 REBAR AT 12" ON-GENTER EACH WAY !1J 1�1 o STANDARD HOOK AND LAP INTO 16" x b" P.G. F- �j x DECK O_ FOOTING. 2" MIN REBAR COVER SOLID HOOD BLOCKING z N •CIJ� ABOVE � - m Nd4 - - - - - - - - - - ---- zi�- - - - - - - - -- O o CV CEILING JO15T x - - - - - - - - - - - - - - r - - - - - - I -3-24° 3°24 SL 5L- I 12-b DRIP EDGE [RcIO5.2.b.5] Ix8 WOOD FASCIA r I I I 11" T I/2" GYPSUM WALLBOARD SOFFIT VENT `fl I I I I 715'(6 R F DOUBLE 2x TOP PLATE VINYL 51DING. ATTACH THROUGH RIGID - - - - - - - - - - - - - - aJ MINIMUM 24" LAP SPLIGE LENGTH [Pb02.3.21 INSULATION TO WOOD FRAMING PER 5 FOR I I _ -_-_- _ -- _ -_-_- _ AREAS AND TO RESIST�A MINIMUM 2b P�-WIND - I GAS WATER HEATER EMERGENCY ESCAPE d RESCUE OPENING I F- - - - -GONG PLAT 3 " H ND I [ 11.7 b] ' SUCTION LOAD (EXPOSURE B) OR 40 p5f } A. o. SMITH [R31O] I I AND STEPS HW GPVT 50 200 6 I _ (EXPOSURE G). J CAPACITY = 50 gal BASEMENT 3061, I QO <- DN 10 15 R5 tt 4" P.G. SLAB DRYHELL DLL `t I I 4'-5" ui I I I PLASTIC HOUSEHRAP INSTALLED OVER FOAM I - I I INSULATION. INSTALL AND TAPE ALL SEAMS PER NOTE: N � _ _ _ _ _ _ _ _ _ _ _ 2x4 HALL STUDS AT I6" O.G.- - - - - - - - - - - - - - - - - MANUFACTURER'S INSTRUCTIONS [R703.2] �- - -I I HOLDDOWNS ARE 3-1/2"cl) 5TL COLUMN I I 23'-b" I I R-15 UNFAGED FIBERGLASS GATT INSULATION R b O NOT REQUIRED FOP, TOP PLATE I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) -� 5"xb"xl/2" BASE PLATE ( I I I/2" GYPSUM HALLBOARD RIGID FOAM INSULATION. INSTALL USING THIS PROJEGT. ON 2'-6"x2'-b"xl2" DEEP P.G. FTC. I 9 " .b7 R 1 (3)-1.75 x II5 LVL GD w/(3)-#5 REBAR EACH HAY I I I I GAP-HEAD NAILS WITH MINIMUM /4 R-13 2" CLOSED-CELL 5PF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND (ENGINEERED DESIGN) (TYPICAL-4) I I I i (ALSO AT RIM JOIST IN SECOND 16 O.G. FIELD. FLOOR PLATFORM - NOT SHOWN) 1/2" STRUCTURAL PANEL SHEATHING (� 7'-2" - - -� 7'-4" i- - - 7 7-2 F_ - - -I 7'-2" F -1 7'-2 ---- I I I STRUCTURAL PANEL SUBFLOOR 2x SOLE PLATE O Q U_ L2x BAND J015T g �- - J L _ J L_ _ _ J BEAM POCKET m I I N I I 1 (TYP-2) I I ( I 2x6 PRESERVATIVE TREATED SILL [UG2] IL I I I FLOOR JOISTS I COPPER TERMITE SHIELD OVER SILL SEAL (5)-2x10 FL HDR (3)-2x10 FL HDR co I N 6 I I UNEXGAVATED I I EXTEND 51DINO TO HITHIN 12" OF FINAL ® �3-1/2"•9 5TL COLUMN I I I N I I N WOOD SILL PLATE To FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS _4,I 13 4 5"AONI/2" TOP PLATE Q ( _ I I I I I [R403.I.b] �- 8'xb xl/2 BASE PLATE I tY O 1D �� �: I � 1 I I I MINIMUM ys dla. ANCHOR BOLTS SPACED NOT ON 2:-O��x2'-O xlO -- rn 3 O I GREATER THAN b FEET ON-GENTER EMBEDDED E(� 1_4 I DEEP P.G. FTC. I (2)-2xlO I - I1L Q I I I I NOT LESS THAN 7" INTO GONGRETE OR GROUTED FIN15H GRADE �J Q I FL HDR �j I I I CELLS OF GONGRETE MASONRY UNITS. THE Z -� 3-1/2"4' 5TL COLUMN A I Gp I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD - LL 4.5"x7"xl/2" TOP PLATE I I I I OF THE WIDTH OF THE PLATE. A NUT AND (� G I b"xb"xl/2" BASE PLATE I Q N I HASHER SHALL BE TIGHTENED ON EACH ANCHOR �- l�- N ON 2'-O"x2'-O"xl0" N I I I I BOLT. THERE SHALL BE NOT FEWER THAN THO z 'I ' U WI- � 3°24 5L I I DEEP P.G. FTC. I I STUD TO SILL PLATE UPLIFT I I BOLTS PER PLATE SECTION WITH ONE BOLT +� fm Z - STRAP UNDER P05T TO ROOF LOCATED NOT MORE THAN 12 INCHES OR LESS z E p Iv W BEAM (TYP-4) THAN SEVEN BOLT DIAMETERS (3.5) FROM EACH u_ t(1 � ZlT W Z DECK LATERAL CONNECTION [R5O7A.2] I END OF THE PLATE SECTION. WALLS 24 INCHES O- �O } < V- o Z v 13'-4" I I I O 16 w r } U_ -I tT O -1 W 51MP50N DTT2 I I 1 TOTAL LENGTH OR SHORTER SHALL HAVE NOT = N z -z_ [A _ INSTALL IAN MANUFACTURER'S SPEGIFIGATIONS 1 _ _ _ I I I I FEWER THAN ONE ANCHOR BOLT LOGATED IN THE J `� (� I� -1 Q Z (TYPICAL-6) r - - - - - - " b P.G. FOUNDATION STEMHALL UPON I I I CENTER THIRD OF THE PLATE SECTION AND lL '" -j J 3 Ix l LI z Z in i0 I6 x b DEEP CONTINUOUS P.G. FOOTING SHALL BE ATTACHED TO ADJACENT HALL Q V�j c� _ _ _ _ - _ I I I DROP FOUNDATION BELOW SLAB DROP FOUNDATION BELOW SLAB I I PANELS AT CORNERS AS SHOWN IN ITEM q OF ry U v < rL W Q - OW - - I- p -I L AT DOOR OPENINGS - - - - - -AT DODR OPENINGS - - - - J I TABLE R602.3(U. tK Q v �u �p1-� < m 0 Q DECK N I -- -- -- I R-I I BASEMENT WALL BLANKET INSULATION OK w - a O} 11- O � M Q 1< O - TL - (2)-2x10 FLUSH o ABOVE - - - - (2)-2x10 FLUSH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° a� ° w O >Y xQ }} 7N I J I I I P.G. FOUNDATION HALL O c0 O N< Q CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 - - - - - - - - - - - Q - - - - - - - - - - - - BAR HITHIN121NGHESOF THE TOP OF HALL STORY -7 :: „ AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL x IL L N g'-2' 2-q" u b-O 2-g q' 2'-b' b-4 I-b 8'-4 3-4 Q STORY [TABLE R4O4.12(I)] O - cv 2xb [UG3B] P.T. LEDGER EXPANSION JOINT dJ 4 1/2"(P x 4" GALV. LAG SGREHS AT lb" O � O.G. STAGGERED [R507.g] r- -� �- -) F -� �- 7 r- � i- -I 4" P.G. FLOOR SLAG (2)-2xlo GDR -_ -- .i -i. -_ -- (2)-2xIO GDR I ra*�."•q«r•.tts.,... POURED CONCRETE FOOTING •�.,% ��- try~•.`;�,„ti•,� L _ � L _ J L _ L _ J _ J L _ J _ J ONUND15TURBED501L [R403.1] b MIL POLYETHYLENE FILM c.. ..^ ,f?',•+• CONTINUOUS UNDER 5TEM14ALL `t P.G. FTG � ��w1Ey. J2' L -7'-0" 7'rFIOAL MALL SEOTION f � •Em, ? �tq •M �`r..,.e • . 7'-0" b'-O" q'-i 3/4" 6'-6 3/I6" 7'-0" 24'-b" °f E SCALE: NT5 4, 611 dE ]VEREB FEB 2 1 2021 4"x4" [UG413] PRESERVATIVE TREATED POST WITH GALV. METAL P05T BASE ANCHOR ON Q 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON J A 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM r- • MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = Ibk IN PRESUMPTIVE 2k BEARING 501L (TYP-q) = O A-b (ENGINEERED DESIGN) O d1 00 FOUNr7)ATION PLAN o� � SCALE: 1/4 - 1 ft O v b- � o O STRUCTURAL DESIGN NOTE tu Wu�1 Z WINDOW AND DOOR SCHEDULE 0. v Z In accordance with the 2020 RGNYS; structural <4 �- No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL elements such as engineered wood, steel and _ X F- < WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS Steel/WOOd GOmpOSite COIUmn5, beams, headers and Q 4 j OL girders that: t- 0) A UNITED WINDOW 3900 3050VA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.31 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE Q B UNITED WINDOW 3900 4040V N/A N/A 11.96 sf N/A 16.0 sf U=0.28 SHGC=0.32 -22.0/-29.7 psf[20 sq 48"x 48" B PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE -1 (� C UNITED WINDOW 6000 3020V N/A N/A 4.30 sf N/A 6.0 sf U=0.28 SHGC=0.32 -20.01-27.0 psf[50 sf] 36"x 24" C AWNING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE I) resist gravity loads, and X�. D UNITED WINDOW 3900 2050VG 18 7/8"x 26 13/16" 3.51 sf 6.76 sf 3.51 sf 10.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 0 W E UNITED WINDOW 3900 3050VGA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 2) are not contained in the prescriptive design O provisions Of the 2020 RGNYS F UNITED WINDOW 4500 3131TR6016V N/A N/A 6.04 sf N/A 9.0 sf U=0.28 SHGC=0.32 -26.01-35.1 psf[20 sq 72"x 18" F PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE IL I O d' G UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sfl 36"x 28" G SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) were designed In accordance with m H UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 80" H PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG ND5-201& with 2015 supplement. O I THERMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sq CHECK UNIT I FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS J C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x T± 56±sf - 56±sf 56±sf N/A N/A -23.0/-27.8 psf[50 sfI CHECK UNIT J RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS Structural elements such as walls and fenestration K THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT K SOLID PANEL 20-MINU7E FIRE-RATED HOUSE-TO-GARAGE DOOR that: L THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] CHECK UNIT L HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR DATE: FEBRUARY 2021 MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED I) resist wind loads, and MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[-sf] ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402,4.3 2) are not contained in the prescriptive design FOUNDATION PLAN 8 provisions of the 2020 RGNYS TYPICAL WALL SECTION were designed in accordance with ASCE 1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A == 2 i I A NOTES INDEXED TO THE 2020 ENERGY GONSERYATION GON5TRUGTION 7'-10 1/2" 10'-6 I/2" 12'-7" GODS OF NEW YORK 5TATE RI01.5 COMPLIANCE: This building was designed and shall be constructed to meet the 2020 ECGGNYS. Both REScheck N.S. Department of Energy) and REMII (Noresco) computer PROVIDE RESERVED PAGE IN SERVICE PANEL TO GORE Z software was utllitzed to demonstrate compliance. All FOR FUTURE 5OL R ELEGTRIG INSTALLATION [TI03.cl] mandatory provislons of the 2020 ECCGNY5 - Residential WOOD STEPS Provisions are In force. ATTIC PATH Y FOR SOLAR ELECTRIC [TI03.8] INSTALL 2"0 VE TIGAL 50HEDULE &0 PVG CONDUIT O RIO5.2.2 WRITTEN STATEMENT. To the best of my knowledge, 8'_O" WALL LINE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS 1L I _ belief and professional judgement, these plans comply with the = ABOVE OR CAPS AT EACH TERMINUS [E5&02.3,23. ' . CLOSED CELL 5PF Energy Code. Furthermore,as a RESNET certified rater (LD. Ir N J W No. 26143411), 1 certify that these plans comply with the Home Q Q B Energy g program. E H O O O O ° O Rating stem (FIRS) o ram. A signed certification - 4 z - j --- - ---- of compliance with the HERS program (HERO w►II be submitted 4 PIG RE ---- - Lu of the constructed building to demonstrate compllane. �n Q J r0 i - ' - GYPSUM BOARD tY z (3)-3°5° 6°68 -- _ _-__ I _- 1 l_ --L----__ -- O R301.1 CLIMATE ZONE: 4A 50folk,NY Q w-- (2)-1.75xll.25 LVL HDR (2)-I."i5x11.25 LVL HDR -- -- --T J 1 L------ N --- "+ CONTINUOUS BEAD OF .,� U (ENGINEERED DE516N) (ENGINEERED DESIGN) j cv i OW j I Q r= IN SEALANT R401.2 COMPLIANCE: This project complies with 2) Section R405 V Q Q = L - --1____J-------------- I Q r i (� - Simulated Performance Alternative,and the provisions of v J r *'- L GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." Q Q _ to U_ EXTERIOR I I # Mandatory requirements: 0 -� AIR INTAKE °j _ KITCHEN i j 36" GUARD [R312.1] - - O R40r.3 GERTIFIGATE= Builder to post per Code. z p [RI006] m 1 =-------------------- -------- �0 CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE. To be tested d verified to 3 23'-4" Li) I I -=7 SEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. I r _ _ -- z lD r -- ------------ 3 " H ND t [R 11.78] i! 1 i R402.4.2 FIREPLACES: Factory built with UL 127 doors. O z O ---1 CONTINUOUS MINIMAL R402.4.3 FENESTRATION: See wlndow/door schedule N .i i EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and z- FAMILY ROOM BREAKFAST o I I Q w BA BEM NT ENTRANCE O UNIT PERIMETER hot water heating appliances to be direct vent with both O �� L' 7-O 4'-4" O 0 I O <- O N Intake and exhaust pipes installed continuous to the + O w[p' - ---- ----------- I- j outside. ,� Qua UL 127 L15TED AND Q L - �-- WINDOW UNIT - LABELED 36' „ R402.45 RECESSED LIGHTING= IG-rated and labeled as tiO� FAGTORY-BUILT NOTE: q-o GEILIN6 HEIGHT 13 O I having an air leakage rate of not greater than 2.0 cfm <R FIREPLACE [R1004] THROUGHOUT FIRST STORY N O O O I- 1-1 I n/ I N I per Code. ' 25 cfm GONT. 1 - 1 ELEG. PANEL — : R402.5 MAX.U-FACTOR d 5HC•�G: See window schedule. � TO ERV I I 3I� R403.1 CONTROLS: See plans for thermostat Information. Prol TEGHNOL061E5 N RI R403.3,2 DUCT 5EALING: All duct joints shall be MODEL 7705 �t [M1505,4] ' mechanically fastened and sealed with duct mastic PROGRAMMABLE a ---��- CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. THERMOSTAT I l e --�— E>PANDING FOAM AT WINDOW R403.3.3 DUCT TE5TIN6. A duct air-leakage test is not '�- UNIT PERIMETER required under exceptions I and 2. (3)-1.75 x 14 LVL =LUSH (37 LONG) l I cl p (2)-2x10 HDR �J 1 E u INTERIOR GARAGE WALLS: R403.3.5 BUILDING CAVITIES: Framing cavities shalt not be I E �--�- i used as ducts or plenums. REF __ I o R-15 BATT INSULATION r. R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate O 4x4 P05T J Ys" 6YPSUM BOARD ' mechanical system piping carrying hot water to an p 36" 5UARD [R312.1] ° GARAGE GEILIN6: R-value of not less than R-3. ---- -- -- _ -- - -- Q R403.5.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION m - 247 O N CONTINUOUS BEAD OF 5YSTEM= Not In project. 4x4 P05T I PDR 3'-O" LOAD BEARING LL 0 Ys" 6YPSUM BOARD HEAT DETECTOR [TABLE R302.6] R403.6 MECHANICAL NTILATION= ERV continuous O iv In 36" RAILING X I' \ SEALANT ventilations stem specified In the plans exceeds the N-> ' 1 :: F 4 � N minimum efficacy of 1..2 cfm/watt. p m U 10 R m 4x4 POST I 4-6 4 6 q'-2' K R403.1 HVAC EQUIPMENT: Sized in accordance with ACCA ' _ -- - SELF-CLOSING 20-min Manual J and Manual S. 20 cfm GONT. TO ERV ° F.R. DOOR[R302.5.1] 6YPSUM BOARD R403.& MULTIPLE DWELLING SYSTEMS. O 2a1 Not applicable I 36 SUARD [R312.1] I z Q R403A SNOW MELT, Not in project. • � I 1,_6=: 3'-2" � cv G [MI505.4] - -- -- -- -- -- -- -- R403.10 POOLS AN SPAS: Not in project. ;n ° N 2¢7Q cn -- N _ I (3)-135 x 14 LVL DROP HDR CONTINUOUS BEAD OF R403.11 PORTABLE SPAS= Not In project. - tY I N L� ADHESIVE ry - m 2 O 2'-6 (ENGINEERED DES16N) R404 LIGHTING: Builder to install high-efficiency lamps In at o least c1O% of permanently Installed fixtures. K 1 (� m Z3 CONTINUOUS BEAD OF O IL - GARAGE SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was 1� DOUBLE I Q 5" P.G. SLAB .i mot' j =-/ used to show compliance with the Energy Code. REM/Rate , I J t! FL HDR 1200 O PITCHED TO DOOR ° �i� _._.__ . _ ... _ software was used to model the building performoce - see J J SMOKE $ G.O. _ rr� 2020 IEGG Energy Cost Compliance report provided with _ I >DETECTOR (TYP) DINING ROOM V !-1 2 CLOSED-CELL 5PF Permit Application. RE5check was used to model the building 4 Ix LIVING ROOM = I' z _ = I— 1d - h r------- ------------= r-------- -----------: performance based on national standards - see REGcheck N r I x x FOYER I I I v I Compliance Certificate and Inspection Checklist provided with - Permit Application. m n 4" i I i Q � -..-____-- -.---._.-_.- ..-__-- P N t-. HAZARD G JRZINO [R30b.4] 14'-0" I I I x m 1-- O _ 4 - - 1WLI I; I� 1� 4' W m Z IV CONTINUOUS BEAD OF 24'-O"I I z Z Z SEALANT QL iiyi°', rI I I I I 111 O7-W I W GYPSUM BOARD ( ')11--'' °Q l- `� I = O 3°7°/(2)--1°-T°5L(2)-2xl2 HDR R.A.G. J J �-1--1 O Z Z �t `t `-_ (2)_2xl2 HDR I i + —— -----' `-----(2)_2x12 HDR I < 1 I 1 ®W (2)-135 x 14 LVL FL • (2)-1.75 x 14 LVL FL —J Ll-1 n>,' Q _ ° 4 ° PORCH ° O > 4< 3 CONTINUOUS BEAD OF SEALANT O 5/4xb DEGKIN6 .(1 N Q (2)-3°5 N (2)-3°5 V �i CONTINUOUS MINIMAL l EXPANDING FOAM AT WINDOW UNIT PERIMETER EOCl'-2" O111 „ „ O „ O 2'-q U 8-O 2'-q q-2 2'-q" p x 4x4 P.T. POST X WINDOW UNIT (OR TABLE R402.4.1.1 .2020 � N "4� WEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (TYP-6) -� INSTALLATION (3)-2x12 HDR (ENGINEERED DESIGN) 0)-2x12 HDR ji INSULATION INSTALLATION �—-- -- •®•-• -- -- - -- -- ---®—-- -- -�•� -- -- COMPONENT AIR BARRIER CRITERIA CRITERIA A continuous air barrier shall be Installed in the tiae"a.'•"••r•.,p building envelope. CONTINUOUS MINIMAL Air-permeable insulation shall not be used as WOOD STEPS ,� ;F�:a�~•; I EXPANDING FOAM AT WINDOW General requirements The extenortherma[envelope contains a •"••••.,; q p a sealing material. �, •• C, , .. UNIT PERIMETER continuous air barrier. t�.�,•`.�` k,O{, i , n , ii , is �'`-G9�.$ ✓ Breaks or joints in the air barrier shall be sealed. 15-2" 7-O IS-2 24-4 � ;uA `'%' The air barrier in any dropped ceilinglsoffit shall be aligned with the insulation and any gaps In the air " z-- I'`I .�° • f- a Ceiling/attic!attic barrier shall be sealed. The insulation in any dropped ceilinglsoffit g shall be aligned with the air barrier. '�•}t If. CONTINUOUS BEAD OF Access openings,drop down stairs or knee wall , doors to unconditioned attics aces shall be sealed. �'� <.4•,.•^'" �"'•+f SEALANT ,g@ e Cavities within corners and headers of frame j p walls shall be insulated b completely filling The unction of the foundation and sill late shall be Y p Y sealed. the cavVwitha material having athermal A tlt�t� n FEBr1 6 PSUM BOARD resistance of R-3 per inch minimum. I Y ERED CU 2 7 2021 Walls The junction of the top plate and the top of exterior p FIRST FLOOR PLAN ` walls shall be sealed. Exterior thermal envelope insulation for A-6 CONTINUOUS BEAD OF framed walls shall be installed in substantial �� ADHESIVE Knee walls shall be sealed. SCALE: I/4 = I ft contact and continuous alignment with the air CONTINUOUS BEAD OF barrier. The space between window/doorjambs and I° SEALANT Windows,skylights and doors framin ,andskylights and framingshall be sealed. = O i' Rim joists Rim joists shall include the air barner. Rim joists shall be insulated. O j Floor framing cavity insulation shall be installeci to maintain permanent contact with ill) 2" CLOSED-CELL 5PF the underside of subfloor decking. IL r Alternatively,floorframingcavityinsulation 0 Q r Floors Including cantilevered floors The air barriershall be installed at any exposed shall be in contactwith the top side of r m and floors above garages. edge of insulation. Z sheathing or continuous insulation installed O •,,,,,,„;,,,,,,,, on the underside of floor framing', and Q Q 0 extending from the bottom to the top of all dl f perimeter floor framingmembers. O t i- Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided CONTINUOUS 51LL SEALER - Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be -< ! overlapping joints taped. permanentlyattached to the walls. 1 FULL WIDTH OF SILL Duct shafts,utility penetrations,and flue shafts / / / ., Shafts,penetrations opening to exterior or unconditioned space shall be 0 < 0 — FOUNDATION WALL sealed. / Batts to be installed in narrow cavities shall be cut to fit or narrow cavities shall be filled V LL O i Narrow cavities with insulation that on installation readily GONGRETE SLAB W conforms to the available cavity space. Z STRUCTURAL DE51 GN NOTE � Air sealing shall be provided between the garage % -- .-.�----.-_-._- Garage separation 'I t k U and conditioned spaces, Recessed light fixtures installed in the building Recessed light fixtures installed in the In accordance with the 2020 ROWS structural Q �-- /_ Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight surface. and IC rated. elements such as engineered wood, steel and _1 �/'. '%%'r / In exterior walls,bat Insulation shall be cut steel/Wood composite columns, beams, headers and Q �j 0L neatly to fit around wiring and lumbin or girders that: F .n �. ;. Y g p 9 111 f %j ;/ / Plumbing and wiring Insulation that on installation, readily (a /• conforms to available space,shall extend (� behind piping and wiring. I) resist gravity loads, and 0 w The air barrier installed at exterior walls adjacent to Bxterior walls adjacent to showers and tubs Y 1L Shower/tub on exteriorwall showers and tubs shall separate the wall from the shall be insulated. 2) are not contained In the prescriptive design O W 0 V shower or tub. rovisIons of the 2020 RGNYS IL Theair barrier shall be installed behind electrical p IL Q NOTE: IT IS THE INTENT TO PROVIDE FOR A Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed aj CONTINUOUS AIR BARRIER ALIGNED PIITH THE boxes shall be installed. Were designed in accordance With O THERMAL ENVELOPE. THI5 DETAIL 5HOW5 HVAC supply and return register boots that TYPICAL METHODS OF AIR-SEALING USING penetrate building thermal envelope shall be sealed ANSI/AWG NDS-2018 with 2018 supplement. VARIOUS BUILDING ELEMENTS,APPROVED HVAC register boots to the subfloor,wall covering or ceiling penetrated ADHESIVES AND SEALANTS. FRAMING by the boot. Structural elements such as walls and fenestration GONFIGURATIONS NOT SHOWN, SUCH AS Where required to be sealed,concealed fire that: GANTILEVER5 AND STAIRWELLS,SHALL BE sprinklers shall only be sealed in a manner that is SEALED IN A 51MILAR MANNER TO PROVIDE FOR recommended bythe manufacturer. Caulking or A CONTINUOUS AIR BARRIER ALIGNED WITH THE Concealed sprinklers other adhesive sealants shall not be used to fill D EBRUARY 2021 THERMAL ENVELOPE IN ALL LOGATION5, voids between fire sprinkler cover plates and walls I) resist wind loads, and or ceilings. 2) are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RGNYS PLAN A I R SEAL I NO r� TA I LJ AIR R SEAIl— I I O NOTES were designed In accordance with ASGE '7-I6 wind SCALE: 5/4" = 1 ft l"� provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur In the plans, they are — annotated "ENGINEERED DESIGN." I Z O A A-6 -------------------- ------------ I I I I z IX 2'-6" 6'-10" 4'-4" z O � I I U1 O A _ I it I 3 o O 4 0 Z N 3050 2'- 3050 G'-b" N AW IN6 PIG RE ;r d 2 4 �1J 5'-0" b'-O" tV i 6016 N M BATH TRANSOM Q - BEDROOM 3 GL BEDROOM 4 a-o G Ht LL--L n� - - a'-O" G Ht b'-O" G Ht O 0 N O O N (V O LU N N HVAG EQUIPMENT IN ATTIC \x 20 cfm GONT. e WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] GAS OR PROPANE FURNACE: LENNOX ELIG6UH0'7OXE36B — y a TO ERV 20 cfm GON LENNOX HEALTHY GLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR CLA55 IV DIRECT VENTED TO OUTSIDE;AHRI 201&4G570 -� = Q [MI505.4] TO ERV Pro I TECHNOLOGIES — N �p -------- ------------------------------- STALL E UNIT-IN-GOND�TaONED-A(TIG. HEATING GAP: 64,000 Btuh;AFUE = ab.I ' '. [Mi505.41 ' DUCTS SHALL NOT BE GONNEGTED TO THE HVAG SYSTEM. MODEL T105 in N v BATH , O V INDOOR COIL: LENNOX GH35-30B+TOR PROGRAMMABLE OUTDOOR UNIT: LENNOX MLI4XGI-O36-23OG;AHRI 2033746c10 THERMOSTAT GL N O F �1 HEALTHY GLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL ` `I COOLING GAP: 34,b00 Btuh;SEER = 15.10 S 2670 2�0 �J 2410 EWER 3-O INSTALL IN AN AGGE5515LE LOCATION ON A 2nd STORY WALL. INSTALL IAN MANUFACTURER'S 5PE6IFIGATION5 I STALE AIR TO OUTSIDE AND FRESH SIR FROM OUTSIDE: b" dla. DUGT5 SMOKE d G.O. 1 1-g I b CONNECTED TO HEALTHY GLIMATE WEATHERHOOD KIT MODEL Q5PO7 i ® 0DETEGTOR (TYP) O A.G. TURN N 2¢7 HALL �� 2°7 FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6 dia. DUGT 10'-0" HALF WALL m L 1 o m 2a7o STALE AIR DUGT FROM EACH BATHROOM EXHAUST GRILLE. O (2)-2XIO HDR —— — IN STALE AIR DUCT FROM KITGHEN HINdED EXHAUST GRILLE MODEL ISN4a O (2)-1.75x9.25 LVL FLUSH ------------------------- - z ALL DUGT5 INSULATED TO R-4.2 -- -- - -- -- -- -- -- m 3050 (ENGINEERED DESIGN) H I �t BI-FOLD BEARING WALL SYSTEM TO BESET AND BALANCED O CONTINUOUSLY PROVIDE [MI505.4.4]: m 2670 m MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM ® D -� cV DRYER WASHER /x AND MINIMUM 25 cfm EXHAUST FROM IKITGHEN. m 5' 36 HA NDI ZAIL [F 311'- .6] 3'-2" 4'-6" DRYER EXHAUST I 26112 4" 4" [MI502] i 12" x 12" AIR TRANSFER GRILL IN GEILIN6 z S N fn O Q DOUBLE FRAME H O OPENING I �N d — I Q txv cx 4" V I N 2410 BEDROOM 2 I.G. MASTER BEDROOM b'-O" G Ht b'-0" G Ht 4" 14'-O" 2'-2" 5'-6" 4" 14'-0" m Z ua to (2)-1.75x14 LY_L_w/HT530 M_TL STRAP AT EACH END (2)-135x14 LV_L_w/HT530_M_TL STRAP AT EACH E i 'Zd.'d Z w (ENGINEERED DESIGN) (ENGINEERED DESIGN) ; — — -� Z W 2xa GJ AT 16" o.c. E 2xa GJ AT 16" o.c. p �-- N O Z (2)-2x10 HDR -- (2)-2x10 HDR 3" CLOSED-CELL 5PF --a dl _4------------------------- I BETWEEN RAFTERS 1 Q- -1 to (®j (2)-3050 (2)-3050 I O O >O < 7 O O O cn � O << I 2_q q:_2 2_a: b_O: 2:_q:: a_2 2_q: Q p p � Z 1 I 1 I I I I ------------------------ I I DE _IVEREO FEB 2 7 2021 SEOCM7) FLOOR PLAN, SCALE: 1/4" = 1 ft O O O � z 1�✓_ m O o< ,� �- 5OLAR-READY O p O CERTIFICATE O U F-- ILL d < p This home has STRUCTURAL DESIGN NOTE v Z Incorporated features at Z the time of Initial In accordance with the 2020 RGNYS; structural Q d construction to enable the o o elements such as engineered wood, steel and X < —1 installation of solar steel/wood composite columns, beams, headers and <Q OL electric. girders that: 1- Q (� — N The solar-ready roof 1) resist gravity loads, and v _W zone Is shown on this GO UI Y E construction plan excerpt 2) are not contained in the proscriptive design O O ;�;00 U I T and Is free of GO UIT provisions of the 2020 RGNY5 g I obstructions that would 0 IL O limit placement of solar were designed In accordance with N panels. ANSI/AWC NDS-201.b with 2015 supplement. � m Plastic conduit for future o Structural elements such as walls and fenestration 4L==T- z electric wiring has been that: installed through walls at DATE: FEBRUARY 2021 50LAR-READY the locations shown to 1) resist wind loads, and ROOF ZONE facilitate the Installation of wiring between the 2) are not contained in the prescriptive design 2nd FLOOR electric service panel and provisions of the 2020 RGNY5 PLAN roof-mounted solar panels. were designed In accordance with ASGE 7-16 wind provisions and acceptable engineering practice. DRAWING NUMBER ® ® ® ® where such elements occur 1n the plans, they are A _ 4 GONTRAGTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRICSERVICE PANEL [TIO5.10] annotated "ENGINEERED DESIGN." BWL 13 BWL A F' ROOF LINE TABLE RAFTER/CEILING JOIST HEEL v . .' R802 5 2 RAFTER/CEIL IST _ I .� .-� --- -- BWL I ------------------ I i` ..-------- Say b�e� , . O- ---- -- _ - --------- - ----- - li;--- -,1 i( JOINT CONNECTION dtL GROUND SNOW LOAD (Psf) to , I : 1:lI I RAFTER 30 Z RAFTER SPACING Roof span(feet) - i.__..__. SLOPE (inches) 12 20 1 28 136 1 12 20 28 36 cw 1# AGG�55 ROOF � q \ f - Re uired number of 16d common 1 _ � ., I nailsa b per heel joint splices',a,e p ry 12 4 6 8 10 4 6 8 11 (- 3:12 16 I 1/ I \ - - J c „ p 5 ]0 13 5 8 11 14 c i 24 7 11 15 19 7 11 16 21 1 I _ 12 3 5 6 8 3 5 6 8 r' ��:• I o .-.._.,-...__.-.-..__.._..__-__. ....... � � .-..._....._.-..,._. ..._......._._._. ,i I 4:12 16 4 6 8 10 4 6 8 11 ' I w.•_� _.__..__..___.._.__.,.__..-._......._....._...-, __. .I [::_.___w._.__..._. ".._..._,.._...._.,_...____...___..___._ . .,__..___ t..� i.___.._.. - _,....1 i_.._.- _ 12 15 5 9 12 16 / ° { 24 5 8 Z Q POST DOWN POST DOWN POST DOhlly j` / < 12 3 4 5 6 3 4 5 7 1.15 x Ib LVL STRUCTURAL RIDGE 5:12 16 3 5 6 8 3 5 (� AGGESS ROOF 7 9 I ; I I!' (p! 24 4 7 9 12 4 7 10 13 _ I ... 1.15 x,Ib YL RIDGE , p , cV � I 12 3 4 4 5 3 3 4 5 s 7:12 16 3 4 5 6 3 4 5 6 m 1 24 3 5 7 9 1 3 5 7 9 ROOF BELow 12 3 3 4 4 3 3 3 4 -NN 9:12 16 3 4 4 5 3 3 4 5 2xlo RIDGE 24 3 4 6 7 3 4 6 7 _ -- - -- S _ 12 3 3 3 3 3 3 3 3 12:12 16 3 3 4 4 3 3 3 4 i- ATTIC PATHWAY FOR 50LAR ELECTRIC [TI03.8] 24 3 4 4 5 3 3 4 6 INSTALL 2" ) VERTICAL SCHEDULE &0 PVC CONDUIT THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS OR GAPS AT EACH TERMINUS - - ; 4v For SI: 1 inch-25.4 min, 1 foot-304.8 min, 1 pound per ! 1 ,� I; 4 - - ( ! [E3502.3.2]. 8'-O" o v x _ n_-_ I square foot=0.0479 kPa. _-_-_-_ _- N ° v ` a. 40d box nails shall be permitted to be substituted for 16d I - BWL 2 N � N o 1 I common nark. cx x v z Z AOGESS ROOF b. Nailing requirements shall be permitted to be reduced 25 percent if nails are clinched. d C. Heel joint connections are not required where the ridge is 1 I � supported by a load-bearing wall,header or ridge beam. Nd. Where intermediate support of the rafter is provided by 2xIO RR AT I6 o.c. 2xIO RR AT Ib c x1 o. . - _ 20 RR AT I6 o.c. 2x10 RR AT Ib o.c vertical struts or purlins to a load-bearing wall,the tabulated heel joint connection requirements shall be V _ ROOF LINE „_..._.._,_. WALL LINE permitted to be reduced proportionally to the reduction in span. V OL e. Equivalent nailing patterns are required for ceiling joist ROOF LI =; - - j ; `' to ceiling joist lap splices. Lu (n m z _ o ' ~ tu £ Applies to roof live load of 20 sf or less. v z >�- SOLAR-READY ZONE [TI03.3] i?p � p lu SEG01�U STOR%r BAL PLAN � PROVIDES 36" WIDE ACCESS PATHWAYS Tabulated heel joint connection requirements assume } z z_ 4 � � Z Illtu y SCALE: 3/I6" = 1 ft Q FROM SAVE TO RIDGE WHERE SHOWN g that ceiling joists or rafter ties are located at the bottom 0d) z Z[R324.6]. THE 50LAR-READY ZONE SHALL of the attics ace. Where ceiling v REMAIN CLEAR OF OBSTRUCTIONS SUCH AS p g joists or rafter ties are O PORCH ROOF BELOW \Z VENTS, ETC. [TI03.4] located higher in the attic,heel joint connection Z IL Z W cv (TYPIGAL 3) requirements shall be increased by the following factors: IX -1 7-- m �Q He/HR Heel Joint Connection Adjustment Factor O � 0> < 4 1/3 1.5 � z QLl 1/4 1.33 ^^ < 9 115 1.25 1/6 1.2 ROOF FLAN 1/10 or less 1.11 SCALE: 1/4" = 1 ft --- - -- -- - , where: BWL E _. - - BWL 15HL G 24,-4„ HC=Height of ceiling joists or rafter ties measured vertically �,„•�• trA•.• 37-O I i above the top of the rafter support walls. ��� HR=Height of roof ridge measured vertically above the top of ;• �,.•`,�, t fiR.� I3'-4 I/2" -0 I/2 4'-4" I the rafter support walls. q � ea , ,;/ � J --- ----------------------�---- -- - -------- -- I I I , BWL 3 �. �'� 7 � I _. 7 BRACED WALL PAN EL CALCULATIONS i I 3 Wind Adjustment Factors-Table R602.10.3(2) (p,187) upper Story --- _- - -- - - --- - --- - - _ i RIVERCa FEB 2 7 2021 ' Numbered Lettered Wall Lines Wall Lines Comment '- I, ! Exposure Category 1,00 1.00 Exposure B; 2-Sty Roof Eave-to-Ridge Height 0.84 0.84 7'-4" O I 24'-4" Wall Height 0.90 0.90 / �- --- -' - -- BWL 4 Li (, l•.. �- �, / Number of Braced Wall Lines 1.00 1.00 2 Additional 800 lb Hold Down 1.00 1.00 N/A 0 Gypsum Board Fastening 1.00 1.00 N/AtL dJ .fl Wind Factor Total 0,756 0.756 Q Q- Braced Wail 140 mph Total Bracing Braced Wail Bracing Wind Factor ~ v m Line �ft}acing Bracing (ft) RBracing Provided equired Le (ft) Status / I Line Method Total p0 Y` r CS-WSP 30.67 7.13 0.756 5.39 23.33 OK - Z / j; ;!_-,•., ,-__,`_,_._- _ 2 CS-WSP 30.67 7.13 0.756 5,39 19.00 OK O O O I A CS-WSP 37.00 8.40 0.756 6.35 31.00 OK u- _ �- _.__ B CS-WSP 3T 00 8.40 0.756 6.35 23.00 OK --- fi - - --- I N O N j Wind Adjustment Factors-Table R602.10.3(2) (p.187) STRUCTURAL DESIGN NOTE U w Z Lower Story In accordance with the 2020 RGNYS� structural � Dwelling Garage Comment Q tL O = p Category p y(Dwelling): y(Gar) elements such as engineered wood steel and -1 f i i l Exposure Cate o 1.00 1.00 Ex B; 2-St Dwellin 1-St Gar g i,- N steel/wood composite columns beams headers and �X( d OL Roof Eave-to-Ridge Height 0.93 0.76 T-8" (dwelling); 6'-0" (garage) p Q Wall Height 0.95 1.00 9'-0" (dwelling); 10'-0" (garage) girders that: F - N Number of Braced Wall Lines 1.00 100 2 (dwelling & garage separate calc) (� - \ - . 1) resist rovit loads, v W Additional 800 lb Hold Down 1.00 1.00 N/A g yoas, an - Gypsum Board Fastening 1.00 1.00 N/A --1 2) are not contained In the prescriptive design O= Wind Factor Total 0.884 0.760 provisions of the 2020 RGNYS -- - - -------- ' --------.-- __------------------- --- BWL 5 P u�. 0 " i , n , n I ,+ n i u ' 2-q � 2-a 2-q �� �� 5 9 were designed In accordance with O ------ -- __ =__ - -- 8 Braced Wall 140 mph Total Bracing H to Braced Wall Bracing Wind Factor ANSI/ANC NDS-2018 with 2015 supplement. 1 Line Spacing Required Required Length Status O 0 I' I Line Method (ft) Bracing {ft} Total gracing Provided {ft} Structural elements such as walls and fenestration 3 CS-WSP 31.67 13.67 0.884 12.08 18.33 OK that: 4 CS-WSP 22.33 5.47 0.760 4.16 24.33 OK DATE: FEBRUARY 2021 r r „li 5 CS-WSP 31.67 13.67 0.884 12.08 17.33 OK 1) resist wind loads, and C CS-WSP 24.33 5.87 0.760 4.46 22.67 OK D(gar) GB 24.33 11.73 0360 8.91 9.00 OK 2) are not contained in the prescriptive design WALL BRACING 8 D (dwelling) GB 37.00 16.80 0.884 14.84 20.33 OK provisions of the 2020 RGNYS ROOF PLAN E CS-WSP 37.00 15.80 0.884 13.96 32.00 OK were designed in accordance with ASGE 7-I6 wind FIRST STORY BNL PLAN provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 3/I6" = I ft where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A - 5 g P 2x4 COLLAR TIE AT 4b" O.C. TYPICAL ROOF R-39 Z (OPTIONAL) ASPHALT ROOFING SHINGLES OVER 15# FELT OVER O I.15 x 16 LVL STRUCTURAL RIDGE Ys" STRUCTURAL PANEL SHEATHING OVER F- (5EE ROOF PLAN FOR POST LOCATIONS) 2XIO RAFTERS AT 16" O.G. ROOF I R-39 b" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (5PF) -----------1-----------------------------------------------------------------------------� WITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R31b.41 OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.61 WOOD BLOCKING Q I I QC GABLE WALL INSULATION: _ _ _ _ 2x12 GRO55-RIDGE 12 Q _ _ _ - .- ".-- - - - - - - - I Q - - CONTINUOUS R-5 I-INCH RIGID FOAM XPS; FALSE GABLE 5.25 I — --- - -- 5.25 I I 12 IL CAVITY R-13 2 SPF - W FULL-HEIGHT (� F- SHEATHING 0 (� L_ I BEHIND LEDGER SEALED ATTIC (INDIRECTLY CONDITIONED) V 1 CEILING r--------- I — _ _ _ _ I 2x6 RAFTERS AT 16" O.G. 12 2x8 GJ AT 16" O.G. SMOKE d G.O. 2" 50LID W Q MASTER BATH -7 -� - - - I LAUNDRY �I -7 _ -- - - TRIM BOARD 8l O �� DETECTOR IN ATTIC WOOD BLOCKING - - > I - I }- - - - -}T - � i �i I I I > I y- - - - - � I FAMILY BATH Ixb SOFFIT VENT 0 t- - I Hr' I I I I WC I j TYPICAL INTERIOR WALL 4" # I I I .L I WASHER I �� (2)-1.75x14 LVL FL HDR I/2 GYPSUM LAV. LAV. I I I I LAV. I 2x4 STUDS AT I6 O.G. NOTCH TOP 511DE UNDER ROOF BOARD FIN15H - (2)-2x4 TOP PLATE;2x4 SOLE PLATE MAX. NOTCH DEPTH = 5 y�" I Y2" GYPSUM WALLBOARD ON BOTH SIDES NOTE: ALL DUGT5 SHALL BE TUB I I TUB I LOCATED IN THE ATTIC, 0R TYPICAL EXTERIOR WALL R-20 (2)-2xi0 HDR SECOND STORY WALL CAVITIES ,n SHOWER I I j 2x4 STUDS AT lb" O.G. -�' z AND SECOND FLOOR PLATFORM, v , I (2)-2x4 TOP PLATE;2x4 SOLE PLATE (Y MIN. R-4.2 DUCT INSULATION. 2nd FLOOR (2)-2x8 HEADERS UNLE55 OTHERWISE NOTED ON PLAN _ O I-I/2" W I-I/2" WI 3" W 2" W 2" W I 2 W -� 2" W 3" W 1-1/2" W- I R-15 UNFACEI7 FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 m HALL BEDROOM 3 I VINYL SIDING OVER HOU5EWRAP OVER R-5, I XPS INSULATION 2" W 3„ W 2" W I 2" W ( I 3" W 2" �'! G.O. I OVER 1/2"STRUCTURAL PANEL SHEATHING G5-WSP WOOD FLOORING OVER m i 3/4 PLYWOOD SUBFLOOR ` G.O. J I (2)-I.15 x 14 LVL FLUSH HDR a dJ v GEILING (-- - _ R-13 2" GLO5ED-GELL SPF " " Lu POWDER I KITCHEN I AT RIM JOI5T II ►4" TJI-560 FJ AT I6" O.G. I; 14" TJI-560 FJ AT 16" O.G. x ,(� = ILv , _ I _ I z z (3)-1.�5 x 14 LVL O I iv �I i (2)-I.�iS x 14 LVL FLUSH HDR �I I STAIRS � � O I/2 GYPSUM � -I -I o wj ; w z BOARD FINISH 4 Q WG I I KIT SINK I I I 11 LAV. I DW I I _ ; I I LIVING ROOM ��' z i i Z FAMILY ROOM I I III � iQ I III j Ist FLOOR PLATFORM Ist FLOOR I WOOD FLOORING OVER -------------------------------- ----------- ---------- ----------i-- ------------------ ------ -------- ------- -------------------------------� 3/4" PLYWOOD SUBFLOOR 1-1/2" W 3" W I 2" W G.O. 2" W 511 H 3" W 2" W G.O. 2xIO FLOOR GRO55 BRIDGING AT M05PAN I ------------------•---------------------------------------------------- -----------------------------------------------------------------------------� H CEILING I R-13 2" GL05ED-GELL SPF II II II I AT RIM J015T �— r- „ - -I1F•A"1• STAIRS 4 I (3)-I.75 x 11.875 LVL GDR N BASEMENT J (4)-3/8" LAG 50REW5 FINISHED GRADE FINISH GRADE (INDIRECTLY CONDITIONED) cjSILL CONSTRUCTION: SLOPE 6" IN 10' MIN. AWAY FROM BUILDING I 2x6 P.T. (UC3B) SILL ON TERMITE SHIELD G.O. 4: W N ON SILL SEAL WITH 1/2" ANCHOR BOLTS ,, \\• / 7 (SEE TYPICAL WALL DETAIL) V HOUSE TRAP �/ I TO APPROVED r QI O SANITARY SYSTEM 1/2" GYPSUM FULL HEIGHT R-II BLANKET WALL INSULATION -------------------------------j UPON 16" x 8" Ht CONTINUOUS P.G. FOOTING 111 F- V BASEMENT FLOOR I 8" POURED CONCRETE FOUNDATION STEM WALL BOARD FINISH N AS MANUFACTURED BY CERTAINTEED CORP. ---------------------------------------------------------------------------------------------------------------------- MINIMUM 3-0 (� " BELOW GRADE Z [R30231 T A5TM Eb4 MAX. FLAME SPREAD INDEX < 25 � PLUMB I NO RISER D I AORAM m � W_ 4" P.G. FLOOR SLAB MAX. SMOKE DEVELOPED INDEX 50 iT SCALE: NT5 TOP OF BASEMENT SLAB Z a rr(�� \— -A w L O V 1- Q �r0Z 'z'I '' U-I �z � oZ 30"x 30"xl2" DEEP P. GONG. SPREAD FOOTING � J 4-1 >' �/ lU 0) 0 0 w/(3) #5 REBAR E.W. �> �d'y � l� (� Pi O 4 R I DO E TENSION STRAP: SECTION A < a WRAP STRAP OVER RAFTER SCALE: 1/4" = 1 ft CiI (5) 10—d COMMON NAILS AT EACH END OF STRAP f seaw.•p+art I fr•.^� p RAFTER TO STUD : WRAP STRAP OVER RAFTER (4) 8—d COMMON NAILS AT EACH END OF STRAP [ L VEREQ FEB 2 7 2021 ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAW MANUFACTURER'S SPECIFICATION WHERE RAFTER ALIGNS WITH STUD Q J O � 2x ROOF RAFTERS AT 16" O.G. O j USE GALV. HURRICANE TIE BETWEEN EVERY RAFTER AND THE ROOF BEAM d)lQ 2x CEILING JOISTS AT I6" O.G. WO I- USE (3)-Ibd NAILS AT RAFTER �/ m HEEL JOINT CONNECTION Z ROOF BEAM (SEE PLAN FOR SIZE) Q O N LL STUD TO N LL STUD : PRESERVATIVE TREATED dJ ASSE ASSEMBLE WITH 10-d NAILS 2x EXTERIOR WALL O to STRAP OVER OR UNDER SHEATHING 12" O.G. STAGGERED ALONG LENGTH 1 � L v (4) 8—d COMMON NAILS AT EACH END OF STRAP _ n O V r MT530G STRAP—TIE SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 VENTED VINYL SOFFIT EACH RAFTER O O O z x& TRIM BO RD UPLIFT CONNECTIONS: 0515 GALV. COIL STRAP R-30 BATT INSULATION O O USE (2) AT EACH POST, TOP $ BOTTOM Y 5/4"xb" DECKING (4)-I0d NAILS AT EACH END STUD TO FLOOR J015T I-I/4 WIDE 20-GUAGE � V � F-- Q PERPENDICULAR TO JOISTS SIMPSON COIL STRAP GALVANIZED STEEL STRAP " J j2 < < Z (4)-8d NAILS AT EACH END EACH SIDE OF WINDOW AND W — w (2)-Sd THREADED NAILS OR DOOR OPENINGS,. INSTALL U pL Z (2)-No" & WOOD 5GREW5 AT 4x4 WOOD COLUMN 2x SOLID BLOCK 8 AIR-5E:AL BETWEEN FJ STRAP FROM TOP OF TOP OC Q OL v EACH SUPPORTING MEMBER '� y- t- UG3B PRESERVATIVE TREATED 2x RIM BOARD PLATES TO JACK STUD. � � [RSo 1.iJ REST DIRECTLY ON FLOOR BEAM MINIMUM LENGTH BELOW �-- X I- < --1 - FLOOR BEAM (SEE PLAN FOR 51ZE) CANTILEVERED FLOOR J015T HEADER = LENGTH ABOVE Q Q— FLOOR JO15T5 U05B PRESERVATIVE TREATED BOTTOM OF HEADER F- ttl _ N (5EE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS 0 0 STUD TO SILL PLATE U05B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R50-1.5] V_W W WRAP STRAP UNDER SILL PLATE PER CODE ''11(b" 05B ff VINYL SOFFIT I' 1— (6) 8—d COMMON NAILS AT EACH END OF STRAP GRADE O W �r IL 4x4 WOOD P05T FLOOR J015T TO WALL: IL SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 7 UG36 PRESERVATIVE TREATED a tt Q 2x EXTERIOR WALL SIMPSON H2;(5)-Sd NAILS TO FJ d (5)-8d NAILS TO STUD • N N O • ' ,. a ,' o A P544 HOT-DIPPED GALV. ALTERNATE WHERE FJ/5TUD M15ALIGN5: O m a POST BASE ANCHOR FLOOR J015T TO PLATES: . J a SIMPSON H2.5;(5)-bd NAILS TO FJ,(5)-bd NAILS TO PLATES PLATES TO STUD: a . 12"cP x 6-0" HIGH P.G. COLUMN WITH (2)-#4 51MP50N H2.5;(5)-8d TO PLATES, (5)-Sd TO STUD VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 DATE: FEBRUARY 2021 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM SECTIONS 4 DETAILS H I O H—N l ND UPLIFT STRAFF I NO T1'F I OAL PORCH DETAIL DETAIL AT FLOOR CANTILEVER TENS 1 ON STRAP I NO AT MALL OFEN I NOS DRAWING NUMBER SCALE: NT5 SCALE: NTS SCALE: NTS SCALE: NT5 NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). A - & STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE—PUNCHED HOLES. NOTES INDEXED TO "2020 RE51 DENTI AL CODE OF NEW YORK STATE R101.I UNIFORM GODS: All work shall conform to the New York State Uniform Fire Prevention and Building Cole, - ICI NY RR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. 0 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI05.2 BUILDING PERMIT: A building permit shall be Issued by the WIND DESIGN SUBJECT TO DAMAGE FROJiH WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A copy of the building permit v GROUND SEISMIC WINTER ICE BARRIER AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site FLOOD until project completion. SNOW Seed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL https://hozorcl5.otc.ounall.org FOR THE PROJECT LOCATION: P p Weathering TermTEMP REQUIRED HAZARDS INDEX TEMP p C 9 N LOAD (mph) effects p region debris zone CATEGORY depth N 41.0031 W 72.SbbS R106.3 DE516N PROFESSIONAL: A Certificate of Authorization Is THIS NEW RESIDENTIAL 5TRUGTURE UTILIZES filed with The State Education Deportment entitlin D'Amaro v WIND DESIGN IS NOT REQUIRED IN ACCORDANCE NIT-1 FIGURE PRE-ENGINEERED WOOD CONSTRUCTION Engineering and Surveying,P.G. ("Designer") to provide 20 psf 127 None No No B Severe 36 M to15 -F Yes None 599 F-DAYS 51.0 F R301 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 50 FEET[TABLE not been retained to provide construction engineering, O R301.2(5)1 THE OWNER SHALL NOTIFY THE TOWN AND supervision nor inspection,and therefore Is not responsible W Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B AFFIX THE ABOVE 516N IN ACCORDANCE for work performance of the builder. The builder shall La Elevation Latitude coolie temperature Coolie Immediately notify Designer, In writing, If there is any W heating g factor p g difference WITH TITLE IQ NYGRR PART 1265 COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT discrepancy found between field conditions and plan 80 ft 41° North 150 99%outdoor DB 850 1% outdoor DB 0.997 70OF 75OF 550F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(5)] dimensions,especially with regard to existing construction. z0 N MAIN ROOF UPLIFT CONNECTION FORGE = 228 plf (50'-0" roof R301.2.I WIND DE516N: In accordance with Figure R3o1.2(5)B wind - 11 Cooling temperature Wind velocity Wind velocity Coincident Daily range Winter Summer _ s an, 140 mph, itch less than 5:12) [TABLE R802.11] design Is not required. This building is designed In O difference heating cooling wet bulb humidity humidity p p g q g accordance with the wind provisions of the 2020 ROWS. N WALL-TO-WALL UPLIFT CONNECTION FORGE = I68 plf p < , 10°F 15 mph 7.5 mph 720F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 10& plf R3012.12 PROTECTION OF OPENINGS: This building is not located Q UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Hindborne Debris Region. N AND BOTTOM OF ALL BRACED WALL PANELS [R602.5.5]. R3012.4 FLOODPLAIN: This building is not located in a flood # hazard area. R3015 LIVE LOADS: Min►mum uniformly distributed live loads: AWC JJ�-1 Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf,Rooms other than sleeping rooms TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) R301.6 psf,Sleeping rooms 30 psf, Stairs 40 psf Z b ROOF LOAD: Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per ASGE-7) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa,b,c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa,b,c SPACING AND LOCATION NOMINAL MATERIAL a,b design corresponds to the 30 psf ground snow load column to THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. inches Roof Floor support (inches) (inches) R301.8 NOMINAL SIZES: Dressed lumber dimensions specified on (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(21/2" x 0.113");or 4-8d box(2 y"x 0.113"); or P 9 3-8d common(2%"x 0.131")•or 3-8d common(2%"x 0.131")• or Wood structural panels,subfloor,roofs and wall sheathing to framing and particleboard wall sheathing to framing (LVL,P5L, I Joists,glu-lams, etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-10d box(3"x 0.128") Toe nail 21 Joist to sill,top plate or girder ( „ „) Toe nail p g 3 R302.1 FIRE-RESISTANT EXTERIOR WALL5: All exterior walls and or 3-lOd box 3 x 0.128 , or Staple 15 a. 1 / 4 g 3-3"x 0.131"nails 3-3"x 0.131"nails i i projections shall be located at least 5 feet from lot lines and Up to/ 0.097-0.099 Nail 2/ 3 6 are not fire-res►stonce rated. 8d box(2 Y2" x 0.113") 4"o.c. toenail Staple 16 ga. 1 %4 3 6 4-8d box(2 X"x 0.113"); or R302.q FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2%2"x 0.131");or Per joist toe nail 22 Rim joist,band joist or blocking to sill or top plate 8d common(2 Y2"x 0.131"); or 0.113 Nail 2 3 6 HALL5 AND CEILINGS: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top,plate 3-1 Od box(3"x 0.128");or J (roof applications also) 1 Od box(3"x 0.128"); or 6"o.c. toe nail i%2 and Staple 15 and 16 ga.2 4 8 having a F51 = 15 (req'd max. 200) and a 5DI = 0 (req'd max. 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131" nails 0.097-0.099 Nail 2% 4 8 R302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceilingjoist not attached to parallel rafter,laps over 4-1Od box 3"x 0.128" • or 3-8d box 2%"x 0.113" • or Staple 14 ga. 2 4 8 INSULATION: Exposed Insulation that Is not Installed In J p ' p ( )� ( " )� �: 3 concealed spaces having substontlol contact with cavity 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 X"x 0.162");or Face nail 2-Sd common(2� x 0.131 );or 23 s Staple 15 ga. 1 / 3 6 surfaces shall have a FSI � 25 and a 5DI s 450. see Ions R802.5.1(9)] 4-3"x 0.131" 23 1 x 6 subfloor or less to each joist 3-1 Od box Y x 0.128" • or Face nail /2 and/ p ( )� ) ( )� 2 staples, 1"crown, 16 ga., 1 %4" long 0.097-0.099 Nail/ 4 8 for exposed insulation values. a Ceiling joist attached to parallel rafter(heel joint) Staple 16 g 2 4 8 R302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail „ 3-16d box(3%2"x 0.135");or Staple 14 ga. 2%4 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder t „ Blind and face nail 2-16d Common 3/ x 0.162 i where otherwise specified by the 2020 ROWS. ( ) 0.113 Nail /4 3 6 4-1 Od box (3"x 0.128");or 3-16d box(3%"x 0.135");or 1 Staple 15 ga. 2% 4 8 R302.12 DRAFTSTOPPIN6: Not needed for this project. 5 Collar tie to rafter,face nail or 1 %4"x 20 ga.ridge strap 3-1 Od common(Y x 0.148")• or Face nail each rafter 25 2 planks(plank&beam- floor&roof) 2-16d common(3 z ) 0.097-0.099 Nail"x 0.162 At each bearing,face nail I 4 8 R302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") � 3-16d common(3 72 1 " x 0.162"); or SPACING c O FASTENERS project under Exception 4. 4-1 Od box 3"x 0.128" or NOMINAL MATERIAL a b R302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed ( I ")' 26 Band or rim joist to joist ( )' DESCRIPTION OF FASTENER AND LENGTH 3-16d box 3/ x 0.135 or End nail THICKNESS d luminaires shall be IC-rated I/A/W NI102.4.5 with separation 2 toe nails on one side and 1 toe J J 4-3"x 0.131"nails;or Edges Body of panel p 3-1 Od common 3"x 0.148" • or � (inches) from Insulation per listing. Z 6 Rafter or roof truss to plate ( )' nail on opposite side of each rafter 4-3"x 14 ga. staples, X6" crown (inches) (inches) (inches) - 4-lOdhox(3"x 0.128");or Or truss' R308.4 HAZARDOUS GLAZING LOCATIONS: Tempered glass or � OL � 4-3"x 0.131"nails Nail each layer as follows: 32" o' .c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cementh other approved safety glazing material shall be Installed in O 20d Common(4"x 0.192")• or and adjacent to door panels;within 60 inches of wet surfaces; WW at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. W to Z Z 4-16d box(3%"x 0.135"); or W 3-10d common(3"x 0.148"); or 1 Od box(Y x 0.128");or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails R30q.1 GARAGE FLOOR SURFACE: Garage floor shall be 5-Inch Z < O Z Toe nail 3 6 � 4-1 Od box(Y x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-inch per foot toward vehicle - tu - 27 Built-up girders and beams,2-inch lumber layers entry doorway. (n _ Z W Roof rafters to ridge,valley or hip rafters;or roof rafter 4-3"x 0.131"nails And: Staple 18 ga., s long,X crown La1 v tit r O Z 7 finished flooring other than tile) R310 EMER6ENGY ESCAPE AND RESCUE OPENiN65: It is the w� O d) z to minimum 2"ridge beam I „ „ , 2-20d common 4"x 0.192" ; or ( g 3 6 IY Z z 3-16d box(3/ x 0.135 ),or ( ) Face nail at ends and at each splice X bullders responsibility to verify that window units supplied by Q p- O W 2-16d common (3 I/2" x 0.162");or 3-10d box(Y x 0.128");or 1% long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for 1L LU > iv ^ ® O End nail 3-3"x 0.131" nails 8 8 emergency escape and rescue openings where required. n, 4 J O W 3-1 Od box(Y x 0.128");or (galvanized or stainless steel)roofing nails(for tile finish) V T- m Wr 4 3-3"x 0.131"nails 4-16d box(3%" x 0.135")• or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws R311.7 STAIRWAYS: Interior stairways shall be pre-assembled O O V 8 g wood units. The maxlmum riser height shall be 8-1/4 Inches and ty O X 4 Wall 3-16d common 3 X"x 0.162" ; or (for tile finish) the minimum tread depth shall be cl Inches,plus nosing where Z 28 Ledger strip supporting joists or rafters ( ) At each joist or rafter,face nail D 16d common(3%2"x 0.162") 24"o.c. face nail 4-10d box 3"x 0.128" ; or required. Provide handrails per Gode. -7 ( ) Plywood (�-\•' 8 Stud to stud(not at braced wall panels) IOd box(3"x 0.128"); or „ 4-3"x 0.131"nails 1%ring or screw shank nail-minimum R312.1 GUARDS: Walking surfaces more than 30 Inches above 16 o.c. face nail „ , 1 3 6 grade,and steps leading thereto,shall have guards that X 3"x 0.131"nails 2-10d box 3 x 0.128 ,or 2-8d common 1 s 12/ga. (0.099 ) shank diameter c p g g C� 29 Bridging or blocking to oast ( ) Each end,toe nail /and/6 conform to Code. I „ g g g J 2%"x 0.131" ; or 2-3"x 0.131"nails X s 16d box(3/ x 0.135 ), or „ ( ) Staple 18 ga., /,/6 crown width 2 5 R3122 WINDOW FALL PROTECTION: Windows with silts less than Stud to stud and abutting studs at intersecting wall 12 o.c. face nail 9 ( panels) 3"x 0.131"nails SPACING OF FASTENERS 1�� t XZ and% 1 X ring or screw shank nail-minimum 6 ge hall be pro Inished floor and tected per Code. reater than -12" above grade corners at braced wall anels 732, s, 16d common(3%2"x 0.162") 16"o.c. face nail TEM DESCRIPTION NUMBER AND a b c Edges Intermediate 12%ga. (0.099") shank diameter 16d common(3 Y2" x 0.162") 16"o.c. each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENER , g h supports`,' 1%ring or screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION: Interconnected 10 Built-up header(2"to 2"header with y" spacer) (inches) inches tY s 23 3 t :: 3 6 smoke alarms,carbon monoxide alarms,and heat detection �•" �'°�a. 16d box(3%2' x 0.135") 12"o.c. each edge face nail (inches) 12/ga.(0.099 )shank diameter �S, (�'"*�: �;•'"/2, /, /2 and/4 alarms shall be Installed at all locations shown on the pions. ,�: 6^' '/ g g P g g P g I % 6 8 ,.ARa ® . 5-8d box 2 72 x 0.113 • or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 a., ( ), R315 CARBON MONOXIDE ALARMS: Install at all locations + 11 Continuous header to stud 4-8d common(2t/2"x 0.131") or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing) Hardboardf specified on the plans. �:. c�;"�"; r.,:1 `/� yf/Si,f ` 7 �.-..I`. ;.•l .�I Y/-p'j IBC'..`. 4-1Od box(3"x 0.128") 30 ��� _�2„ 6d common(2"lx 0.113")nail f 1 %long ring-grooved underlayment nail 6 6 R31-1 WOOD DECAY PROTECTION: Lumber specified In the plans 6 12 s II F '� 4. deb subfloor,wall as pressure preservative- treated (P.T) shall be in ` " r E s•= 16d common(3 Y x 0.162") 16"o.c. face nail ( ) 0.200 4d cement-coated sinker nail 6 6 3'y ," z ;•, , � R accordance with AWPA UI for the Intended use and location. 12 Top plate to top plate IOd box(3"x 0.128"); or 31 IY32" - 1" 8d common nail(2%"x 0.131") 6 12f Staple 18 ga., %long(plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel,stainless / �`� "#�� � li n. 12 o.c. face nail (P ) pP r ` ` ""•"'' 3"x 0.131"nails 1Od common 3"x 0.148" nail' or steel,silicon bronze, copper or I/2" diameter or greater Particleboard '+p� 32 1 �"- 1 %" 1 „ 6 12 steel bolts. ,;_,; 8d(2/ x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 �y 9 X 3 R401.4.1 GEOTECHNICAL: Footings and foundations shall rest on tJ .IVERED FEB 2 7 2021 8-16d common(3%2"x 0.162");or Other wall sheathing Staple 18 ga., /long, /6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 Face nail on each side of end joint 1 „ psf. Visually graded soils that have this load-bearing value 12-16d box 3�"x 0.135" • or „ 1/ galvanized roofing nail, /6 head 6d ring-grooved underlayment nail 6 10 13 Double top plate splice 12-1 Od box(3"x 0 0.13 ; ); (minimum 24 lap splice length 33 %" structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 a., 1 %4" Ion 3 6 1 3 inclyude Gavel 9PWgd vel and and and y grovel; &M SM-slily Ind ( ) each side of end joint p g g Staple 16 ga., 1 /long, /crown 3 6 d 9 gravely y D joint) an c oyey sand. Unsuitable subsoll material encountered 12-3"x 0.131" nails 1 %4"galvanized roofing nail, X6"head t Y8 6d ring-grooved underlayment nail 6 10 durinq excavation shall be excavated and replaced In-situ O tC 34 2%2" structural cellulosic fiberboard sheathing diameter,or V crown staple 16 a., 1 X4"long 3 6 �' s s s with %4" crushed stone to a minimum depth of a Inches or AOBE. = O P g g Staple 16 ga., 1 /long, /crown 3 6 l' 16d common(3 y2" x 0.162") 16" o.c. face nail d 1%2"galvanized roofing nail; staple galvanized, R4o22 CONCRETE: Basement walls,foundation walls,exterior O O `f, Bottom plate to joist,rim joist,band joist or 35 Y gypsum sheathing t t 7 7 walls and other vertical concrete work exposed to the N t- 14 16d box 3 1 " x ") 1/ long; 1 /4 screws,Type W or S For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum d) IL `Z blocking(not at braced wall panels) ( /2 0.135 ,or 12"o.c. face nail 3"x 0.131" nails s „ d 1 X" galvanized roofing nail; staple galvanized, compressive strength of f'c,=3,000 psi at 25 days. Porches, 5 O Q- r 36 / gypsum sheathing s " s 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage 3-16d box 3%"x 0.135" . or 3 each 16"o.c. face nail 1 / long; I / screws,Type W or S g P p floor slabs shall be air entrained stone concrete with a O �p Bottom plate to joist,rim joist,band joist or ( )� b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of f'c.=3,50o psi at 2a days. Q 15 2-16d common(2 X"x 0.162");or 2 each 16 o.c. face nail Wood structural panels,combination subfloor underlayment to framing p p P 9 P O blocking(at braced wall panel) c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. F- 4-3"x 0.131"nails 4 each 16"o.c. face nail 6d deformed(2"x 0.120")nail;or R403.1.4.1 FROST PROTECTION= Exterior footings and foundations m 37 X" and less 1 „ 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, l.e.,to a minimum ' `9 8d common(2 x 0.131")nail d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 5'-0" below finished grade. O v f 4-8d box(2'/2"x 0.113"); or 3-16d box 3%"x 0.135" ; or „- 8d common(2%"x 0.131")nail; or 6 12 e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. R4o4.1.-1 BAGKFILL: Backflll shall not be placed against( ) 38 / 1 1 „ „ Toe nail 8d deformed(2/ x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of '7 days. Brace to O� Q LL 4-8d common(2%"x 0.131");or y • p 0 - - 4-1 Od box(3"x 0.128");or 10d common(3"x 0.148")nail; or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind spec`is less than and bottom of wall during backfill placement. O 7 La _ 'd- 4-3"x 0.131" nails 39 1 X" - 1 '/4" „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using 16 Top or bottom plate to stud 8d deformed(2 y x 0.120 )nail Rso2.l WOOD FLOOR FRAMING: Load bearing dimension lumber � O� the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer - v � p h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336 Category C. lumber (LVU shall have a minimum Fb=3,100 psi and modulus < .J 3-16d box(3 y"x 0.135"); or Y g D' W _ 1L E=2.o x 10 6. 2-16d common(3 �" x 0.162"); or For SI: 1 inch=25.4 min, 1 foot=304.8 min, I mile per hour=0.447 m/s; 1 ksi=6.895 MPa. v 3-10d box(Y x 0.128");or End nail Rb02 WOOD WALL FRAMING: Load bearing dimension lumber shall Q< A V 3-3"x 0.131" nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shall be a minimum W 7- sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lumber. 4 < A 3-IOd box(3"x 0.128");or 0.192 inch 20d common nail 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch and 100 a,b,c „ 17 To later laps at corners and intersections t ( )' g g WALL SHEATHING USED TO RESIST WIND PRESSURES R7o23 GYt'SUM BOARD= All Interior walls to be covered with X�Top p p 2-16d common(3 /2 x 0.162 ),or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spockled and painted;unless otherwise p - N 3-3"x 0.131"nails noted on plans. W b. Staples are 16 gage wire and have aminimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v W I- c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED V R703 3 SIDING: Exterior wall covering shall be vinyl sidle tested Y t.L 3-8d box(2'/2 x 0.113 ),or p pp P g NOMINAL ulr 9 y 9 ,/ d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING by the manufacturer for use in high-wind regions and Installed -1 W qq 2-8d common(2 72"x 0.131");or Y Y p pp Y PANEL (mph) with fasteners in strict accordance with the manufacturer's O = O pC 18 1 brace to each stud and plate „ „ . Face nail e. S acin of fasteners not included in this table shall be based on Table R602.3 2 . PANEL SPAN SPACING IL 2-1 Od box(3 x 0.128 ), or Spacing O Penetration THICKNESS Edges Field Wind exposure category Instructions for high-wind regions. use stainless steel nails for f. For wood structural panel roof sheathing attached to able end roof framing and to intermediate supports within 48 Size RATING (inches) g p g fasteningvinyl sidingon buildings located within 5,000 feet of O 2 staples 1 X" p g g g pP (inches) (inches) (inches o.c.) (inches o.c°) B C D the ocen line. N `� inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less O 6d Common 1.5 24/0 / 16 6 12 140 115 110 g O 3-8d box(2 X"x 0.113") or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but s R8o2.1 WOOD ROOF FRAMING Load bearing dimension lumber 2-8d common(2%"x 0.131"); or less than 140 mph. (2.0"x 0.113") for rafters, trusses,roof beams and ceiling joists shall be J 19 1"x 6" sheathing to each bearing 2-1Od box(3"x 0.128"); or Face nail Douglas fir-larch No. 2 or better. g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 2 staples, 1" crown 16 a., 1 %4" long sheathing shall conform to ASTM C 208. „ 1.75 24/16 %6 RaO6 ROOF VENTILATION: Soffit vents shall be provided with a p S g g (2.5 x 0.131 ) 24 6 12 140 115 110 h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of Xso of the area of the DATE: FEBRUARY 2021 '/�� �� vented space within the soffit. Attic Is unvented. 3-8d box(2 72 x 0.113 );or blockingand at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges p p Y• P g g p g PP P g 3-8d common(2%"x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. Rgo5.2 ASPHALT SHINOLE5: Asphalt strip shingle wrappers shall pp Y g q g g g P g p � p p 9 PP 3-10d box(Y x 0.128"); or the framingmembers need not be provided except as required b other provisions of this code. Floor perimeter shall be be labeled to Indicate compliance with A5TM D-715a Glass 6 :: 3 :: p p q Y p p or H,or A5TM D-3161 Glass F,and shall be fastened In NOTES 3 staples, I crown, 16 ga., I / long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 , pp Y g g accordance with the manufacturers Instructions to achieve i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use 20 1"x 8" and wider sheathing to each bearing Wider than 1 x 8 Face nail J p g J �p 9• P P 9 one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box 2%"x 0.113" or saltwater. ( )' the opposite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section R602.10. DRAWING NUMBER 3-8d common(2%" x 0.131"); or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R1006.2 AIR SUPPLY: All combustion air for factory-built 3-10d box(Y x 0.128"); or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, V crown, 16 ga., 1 3/" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. in accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS (0. ) Load bearing or braced/shear wall ro Plate nail-16d135"x 3Y2" at above(must stack over wall below) 1 Plate nail, 16d(0.135 x 3 Yz') 12"on-center Load bearing or braced/shear wall above Plate nail,16d(0.135"x 3/�•) 7 " 1 ® must stack over wall below whenpresent) ALLOWABLE HOLES - TJ I R Joists at 16"on-center When sheathing thickness exceeds/6 , 2x_stud wall at Floor panel nail- Blocking panel: 1/6"TJ Rim Board, 1 ( 0 at 16"on-center trim sheathing tongue at rim board 16"on-center 8d 0.131"x 2Yz" at 6"on-center �Y4"TimberStrand@ LSL or TJI@ joist. wall load bearing Z Blocking petrel: Web stiffener ( j wall above 1y2"hole may be cut IV'TJ@ Rim,Board, 1%" required on both Plate nail-16d 0.135"x 3Y" Min.distance from Table A Min.distance from Table B anywhere In web out- O q � ) Web stiffeners required on Blocking panel: y`^' F- q 2x4 minimum Web stiffeners DO NOT side of hatched zone TimberStrand@ LSL or sides at A2W ONLY at 16"on-center 1Y"TJO Rim Board, o Sheathing both sides at A3.4W ONLY squash blocks required each side 1 cut or notch flange. TJI"joist Floor panel nail- 1/a"TimberStrand® LSL 8d 0.131"x 2Yz" at 6"on boundary nails, at B3W ONLY ®. ( ) 1 or TJI joist 8d(0.131"x 2Yz")a 1/a"TimberStrand® O •• O O Z Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Y16 Web stiffeners 6" 6 O nail each side at A3._W B1 61 W O required on both v Toe nail-10d(0.131" Sides of both joist 6" L, 2 x D, D, Closely grouped round Lz 2 x Lz Dz 6" 6" Toe nail, Toe nail, 1Y"TJO Rim Board A3/A3W When sheathing ends at B4W ONLY No field cut minimum holes are permitted if minimum No freed cut Do not cut O ( x 3" at 6"on-center 10d(0.131"x 3' 10d(0.131 x 3") TJI®rim joist one or thickness exceeds%6", 12' j Web stiffeners required DO NOT hoc in (applies to all holes the group perimeter holes In holes larger at 6"on-center at 6"on-center y) min. End of joists at hatched meets requirements for hatched + - u•- 1Ya"TimberStrand® LSL. trim sheathing tongue on both sides at B1 W cut holes to cantilever except knockouts) q than ile In For rim board thicker than 13/4" centerline zones round or square holes. zones cantilever TJI®rim joist at rim boardand B2W ONLY reinforcement. q Q Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support W 3 Toe nail- nt (0.131"x 3") Table A - End Support required on both Must have 1/a"minimum * Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking pp at 6"on-center p P 9 g panels may be required * sides at Al W ONLY * joist bearing at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may berequired with braced/shear with braced/shear wails above or Minimum distance from edge of hole to inside face of nearest end support Z N Al Al W A2 A2W j p 8(9(9(9 nail from side of arallel closure into rim board. walls above or below-see detail B1 BBW 64B4WROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE rim oiSt er A3 detail. p below-see detail B1 Jolsr rJl - *For additional installation specifications see Rim Board Cetails and Installation in A3W A3.1 tA3.2 tA3.3 For additional installation specifications see Rim Board A3.4A3.4 1k DEPTH ,„ , „2" 3" 4" 5" 6Y" 7" 8/e 11" 13- 2" 3" 4" 5" 6Y" 7" 6/ 11" 13"W Nail through 2x cantilever,wood backer and110 1'-0^ 1'-6" 2'-0" T-0" s-o" 1'-0" t'-6" T-s" T-V a'-s"ODetails and Installation in We erhaeuser Installation Guide ® 1Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. W y 1Y"TJ Rim Board or 1/a"TimberStrand LSL. Blocking TJI®joist web with 2 rows 10d(0.148"x 3") 210 1'-0^ t'-s" z'-s^ 3'-0" 5'-6" 1'-0^ 2'-0" 2'-s" a'-o^ 5'-0" forFloorand Roof Framing,TJ-9001. Nail with 10d 0.131"x 3" nails,one each at nails at 6"on-center,clinched. 9Y" (V - ( ) panel 230 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" Q top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3%")nails with 3%"TJI® 360 1'-s" 2'-0" T-0" 4'-0" s'-0^ 1'-s" z'-s" 3'-s" 5'-0" s's^ (V with connections equivalent to floor panel joist flange widths. 560 1'-6" T-6" T-6" 5'-0' 7'-0~ 2'-0" 3'-0" 4'-0" s-s" F-o" 6'-0"length of TJI@ joist 8"diameter maximum hole for 11%"- 110 r-0^ r-0" r- " '-o" 7-6" '-o" -s" r-o" r-s" 2'.0~ 7-s'• 4'-6" s-o" F-0" # 1Y6"TJO Rim Board 1Ya"TimberStrand® schedule. reinforcement and filler 16"deep blocking panels;6"diameter 210 r-o" r-6" 2'-0" 2'-0" T-0" T-s" 6'-0" i r-s^ r-6~ 3'-0^ 5'-0^ s-s^ s'-s^ _ 4'-0"length of 7 "_ block.Use 4'-0"len th maximum for blockin anels 9Yz"dee LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11'/a" 230 1'-0" 1'-s" 2'-0~ 74' T-0" T-6" 6'-6^ 1'-0" 7-0" 2'-6" T-s" F-6" 5'-6" T-0" 9 8"diameter maximum hole for 11/6 9 g P P with one 8d(0.131"x 2/2 ) 360 r-6^ 7-0" 3'-0" 3'-6" 4'-6" 5-0" r-o" r-6" 7-6" T-6" a-6^ 6'-6" s'-s" T-6" (� 3/a"reinforcement on 16"deep blocking panels;6"diameter with 9,2"and 117/"TJI® or shorter than 12"long. one each at top and bottom flange. 1 " 5so r-s^ z'-s° 3'-0" a'-o" s'-6° s'-o° e'-o° 2'-6" 3'-6" a'-s^ s'-s° r-o" r-s" e'-o° +--a 8"diameter maximum hole for 11 one side at E2,both joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to 7 „- maximum for blocking panels 9Y2" J g PP 110 1'-0" 1'-0" r-o" r-0" r-s" 7-0" T-0" s-6" r-0" r-0" r-6^ 2'-°" T-s" 4'-0" 6'-0^ 8'.0" Web stiffeners /6 16"deep blocking panels;6" sides at E3 with one 8d(0.131"x 2Y2 j deep or shorter than 12"long. Horizontal blocking uniformly 210 r-0" r-0" r-o" r-6" z'.0" 2'-s^ T-s" 6'-0" r-o^ 1-0^ 2'-0^ 2-6° 4'-0° 4'-6^ 6'-s^ s'-6" Load from above required on both diameter maximum for blocking 1Y6"TJO Rim Board 1Ya" nail at each corner Do not cut flanges. panels between each loaded joists 14" 230 r-o" r-o" r-o° r-6" r-6° z'-6° a'-o" T-o° r-o" r-o" 7-0" 3'-0° a'-o^ s'-o° T-o~ s'-o^ ,^ sides at E1 W ONLY panels 9Yz"deep or shorter than TimberStrand®LSL.Nail with joist. Nail to top plate with only. 360 1'-0" 1'-0" 1'-6" 2'-6" T-6" 4'-0~ s'-6" 8'-0" 1'-0" t'-6" 2'-6" 4'.0" 6'-0" 6'-6" 8'-0- 9'-6" v J 1 12"long. 10d(0.131"x 3")nails,one 12"length of 3/4" connections equivalent to Wood A ad` 560 r-o" 1'-0" 2'-0" T-0" 4'-s" 5'.0^ V-6" 9'-0" r-6" T-0" 4'-0" 5'-0" T-o" 7'-6" 9'-0" 10'-0' /1s Do not cut flanges. 1Y"TJO Rim Board or 1Y" each at top and bottom flange. reinforcement on floor panel schedule. backer a�`�sec o���l� 210 r-o" r-o" r-0^ r-o" 1 r-s^ 7 6" 3'-6" 6'-0" r-o" r-o" r-o" 2'-0" T-0" T-6" 6'-s" 8'.0" 11'.0" O TimberStrand@ LSL.Nail with one side at E5, 3 es a��`\ ads 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-6" T-0" 4'-0" 7'-0" 1'-0" 1'-0" 1'-0" 2'-0" T-6" 4'-0" T-0" 9'.0" 11'-0" 10d 0.131"x 3" nails,one : Attach reinforcement to 12"length of 4" ti��sec c �0 3so r-o" r4. r-o~ r-0" 7-s^ z'-s° a'-6^ 6'-s^ s'-o^ r-o^ t'-o^ 1-s^ 3'-0" s-o^ s-s^ 9'-0" 10'-0^ 1 r-s^ ( j both sides at E6 �I2 •�e c�` ' each at to and bottom flange. � Full depth vertical reinforcement on one side �ti� •go 560 r-o" r-a' r-o° r-o^ 7-s° 3'-0° s'-o" T-s° 10'-0" r-o" 2'-0^ 3'-0" a'-s° s'-s° 7'-0° to'-o° 1r-o^ tz'-0° P 9 joist web with 3 rows P oa ti'a �n I 10d(0.148"x 3")nails at 6" blocking between at ET both sides at E8 F1 �ec`g 4" 5" s" T' W. 10" 12" !70 17" 4" 5" 6" 7" e" 10'• 12 1s" 1r Attach reinforcement on-center,clinched.Use 2 each joist 18 3so 1'-0" To., 1'-0" 1'-0" 2'-0" 4'-0" 5'-6" 1'-0" 1'-6" 3'-0" 4'-6" 6'-0" 10'-0" 11 13'-s^ 2x4 minimum 0 O O Less than 5" to joist flange with 2 R` rows with 9Y2"and 117/" Less than 5" E7 E8 560 no" r-0" 1-0" r-o" 7-0" 4'-6" 7'-0" 2'-0" 3'-6" 5'_0^ 6'-6" B'-0" 11'-0" 12'-0" 14'-6" squash blocks „ 1 " �(a @ 360 1'-0" 1'-0~ 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 10'-6" 1'-0" 1'-0" 1'.6" T-0" 4'-6" 8'-0" 11'-6" 14'-0" 15'-6"0 8d(0.131' x 2/z )nails at 6" ak TJI joists. 1t/s"TJO Rim Board or 2 �� on-center.When reinforcing E5 E6 Gap*: WEB STIFFENER ATTACHMENT 20 566 1'-0" r-a' r-0" r'-o" r-o" r-o" a'-s° 1r-s" 1'-0" r-s" 3'-s° 5'-0" r-o^ ia'-s° 1s'-o" CS Use 2x4 minimum squash blocks to ® Face grain a� Y6"minimum 1Y4"TimberStrand LSL. tt` both sides,stagger nails. Table B - Intermediate or Cantilever Support transfer load around TJI@ joist E1 E 1 W Nail with 10d(0.131"x 3") E2 E3 horizontal E4 Not for use with 3%2"TJI®joist flange widths 1�. 23/"maximum pp nails,one each at top and (%"for TJI@ Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flange. Option#1: 560,560D) See sizes below. JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subfloor TJI@ joist blocking with end DEPTH TJI® 2" 3" 4" 5" 6%" 7" 8%" 11" 13" 2" 3" 4" 5" syz" 7" s'/e 11~ 13' blocks installed at joist-span Web stiffener both sides. adhesive to all Y3 j p See sizes below. *With point load from above,and no support 110 T-0" T'6" T-6" 4'-6~ T-6" 1'-6" 2'.6" 3'-6" 5'-6" 6'-6" Flush bearing plate required. Structural exterior sheathing locations using p pp Hanger height must ® 1 contact surfaces below,install web stiffener tight to top flange lay 210 T-0" 7-6" T-6" 5'-0^ 8'.0" 7-0" T-0" 4'-0" 6'.6" T-6" Double TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum/a overhang Flashing two 8d(0.113"x 2%") be.a minimum of 60% g Tight fit (gap at bottom flange) 230 2'-6^ 3'-0" 4'-0^ 5'-6^ 8'-6" 2'-0" 3'-6" 4'-6" of Joist depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 T-0" 4'4' 5'-6" 6'-6" 9'-0" T-0" 4'-6" F-s" T-6" 8'-0" p nails when possible. flange with face mount hangers). a� , " Nailing Requirements 5so T-6" s-o" 6'-0" T-s" 10'-0" 4'-0" 5'-6" 6'-6" 8'-0" 9'-0" Clinch nails when possible. Treated 2x_ o\StisQ 2/ screws, TJI@ Joist Series Depth Minimum Web Number Nails 110 r-o" r-0^ r-s" 2'-6" a'-o" 4'-6" 8'-6" r-0^ r-6" 7-s" 4'-0" T-0" T-0" 9'.6" p + ledger l yak' typical (in.) Stiffener Size Type End Intermediate 210 r-o^ r-o^ 7-0^ 3'-0^ 4'.6^ s-o^ 9'-0" r-o^ 2'-0" 3'-0° a'-s^ s'-o^ s'-o~ 10'-0" '9 See fastener , 110 5 "x 2y ""I 11'/" 230 1'-0" 7-0" 2'-6" T-6" F-0" 5'-6" 10'-0" 1'-0^ 2'-6" T-6" 5'-0" 8'-6" 9'-0- 10'-6" 1/a"TJO Rim Board or 1Ya" All /8 16 360 7-0" T-0" 4'-0" 5'-6" T-0" T-6" 11•-0" 2'-0" T-6" 5'-0" T-0" 9'-6" 9•-6" 11'-0" table below.Maintain ® 210 All 3/a"x 25/6""' 8d 560 t'-6" 3'-0" 4'-6" 5'-6" 8'.0" 8'-6" IT-0- T.0" 4'-6" 6'-0" 8•-0" 10'-6" 11'-0" 12'.0" Top mount 2"distance(minimum)from TimberStrand LSL. 230&360 All 7/"x 25/6"") (0.113"x 2%") 3 3 110 1'-0^ r-o~ r-o° r-o" 7-0^ 7-s^ 4'-6" a'-s~ r-o^ r-o^ r-o" 7-6^ s'-0° s'-o" s'-o^ 17-0^ hanger Option#2: edge of ledger to fastener. 1 2x_strapping installed at/ 16d 210 1'-0" 1'-0" 1'-0" 1'-0" 2'.6" T-0" 5'.6" 9'-6" 1'-0" 1'-0" 2'-0•' T-6" 6'-0" T.0" 10'.0" 13'-0" Backer block joist-span locations using two 2 560 All 2x4(2) 14" 230 r-0" r-0" r-o" 7-0" T-s" 4'-0' V-0" 10'-6" r-0" r-0" 7-6" 4'-0" 6'-6" T-6" 1r-0" 13'-6" Face mount Allowable Load(Ibs) „ P g (0,135"x 3%") hanger , both sides of web / screws perjoist,typical 360 r-o° r-a' r-o° 3'-s^ s-s° s'-o" s'-s" 12'-6^ r-o" r-o" a'-o° s-s" s'-o° to'-o^ rz'-°" ta'-o" with single TJI@ joist Fastener 1%"TimberStrandO 1%"TJO;48 im Board 18" 4 4 560 1'-o" v o" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" 1T-6" 1'-0" T-0" 5'-0" T_0" 10'-0" 11'.0" 13'-6" 15'.0" LSL rim board Option#3: 560D 20' 2x4 iZ' 16d 5 5 210 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" Web stiffeners required if sides of With top mount hangers,backer block required only Yz"lag bolt 610 0 Directly applied ceiling 22""' (0.135"x 3 z") 6 11 16•. 23o r-o~ r-o~ r-o" r-o^ r-s" z'-o^ a'-o~ s'-s~ 1r-o" r-o^ r-o^ r-o° z'-s" s-o^ s'-o" 10'-6^ 13'-6" 16'-s" H1 hanger do not laterally support at j j2 H3 24"(3) 6 13 360 v-0" r-o^ r-o" 1'-0" T-0" a'-0" 6'-s" 10'-0" 13'-6" r-o" it-0" 7-0" 4'-0~ T-6" 8'-6" 13'-0' 14'-6" 17'-0" 3 ®. for downward loads exceeding 250 Ibs or for uplift • Corrosion-resistant fasteners required for applications. PB1 560 1'-0" r-o^ r-0" r-o" 2'-6" T-6" T-o" 11'-0" 15'-0" 1"-01, r-0. I.A.,O least/"of TJI joist top flange O LA When specified on the layout one of W 1 PS1 or PS2 sheathing,conditions.For nailing requirements see page 5,TJ- O the bracing options above is required O ( j 9.face grain vertical g p 4 2 Construction grade or better 4" 5" 6" 7" 8" 10" 12" 15 11" a'• 5" 6" 7•' 8" 10' 12" 15" 17' \ 9001,Weyerhaeuser installation Guide for Floor and (3j Web stiffeners are always required for 22"and 24"TJI@ 560D Joists 360 1'-0" 1'-0" 1'-0" 1'-s" 3'-0" 6'-0" 9'-0" 15'-0" 1'-0" 1'-6" 4'-0" 6'-6" 9'-0" 19'-6" Roof Framing, T✓-9001. q 18" 560 1'-0" 1'-0" 1'-0" 1%0" 2%0" 6'-0" 10'-0" 16'-6" 1%o.- 3'-6" 6'-0" 8'-6" 11'-6" 16'-6" 18'-0" BEAM DETAILS FASTENING of FLOOR PANELS 360 r-0" 1'.0" r-0" r-0" r-0" 3'0" 6-0" 1r-0" 15'-6" 1to" 1'.0" r-s° a'-o" 7'-0" 1r-s° is'-s° ts'-o" zr_o" I�RV- rj Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1'-0" 1'-0" 1'-0., 1'-0" 1'-0" 1'-6" 1!Z-y TJI®(t)izl Rim Board 1�.. TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. LU � BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and ® TimberStrand®LSL Microllam® Parallam® , , , , YB"TJ Ri 1Ya" 9/2'or 9Y2"or 14"or 9/2"or 14"or 18"or z 14"or 18"or • Leave/ of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. OR WINDOW HEADER CONNECTION CONCRETE WALL and 5so Board TimberStrand®LSL or wider LVL PSL Depth l 14" 7 16„ 2 11/s Z ZZ W z BEARING AT WALL 11/" 11/" 11/' 1s 20" 16 zo" • Tables are based on uniform load tables in current design literature. d) Z p/ 8d(0.113"x 2%"),8d(0.131"x 2Y2') 4" 3" 6" 4" 3" 3" 3" Filler Block(+) 2x6+3/" 2x8+3/" 2x6+y" 2x8+y" 2x12+y" Two Two Two tT O Z W 1'/"TJ@ Rim Board Or Strap per Code if top plate 2x6 2x8 For simple span(5'minimum),uniformly loaded joists used In residential applications,one maximum size round hole may be located LQ _ 10d(0.148"x 3"),12d(0.148"x 3Ya") 6" 4" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 d) 1%"TimberStrand@ LSL or is not Continuous Over at the center of the joist span provided that no other holes occur in the joist. Q )- Q I- Q Z Cantilever 2x6 2x10 2x6+s " 2x10+s " 2x6+ 2x10+ N I - 16 0.162"x 3 a a 2' z d Y 6"2 6" ( ) 8„ blocking for lateral support header s a a 6 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams z a Z Z (1)Stagger nails when using 4"on-center spacing and maintain 1 e"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4%0"long V-0"long 4'-0"long 6'-0"long pp Q Z panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for < � > A! ® O Strap per Code If top ;�••• blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. BackerBlockll 1.55E TimberStrand® LSL Headers and Beams „ (Detail F1 5/"or Y44" Y4"or 7/" or 1"Net 2x6 2x8 2x12 N < plate is not eoritinuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least/ and staggered. or H2) - - ((� !X Over Column (3)With 10d(0.148"x 1 Y:")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the O y �Q< Top mount (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 %°(to avoid splitting). (11 If necessary,increase filler and backer block height for face mount hange s and maintain%"gap at top ofjoist:see detail W.Filler and backer largest hole(minimum) 13 hanger 3 block dimensions should accomodate required nailing without splitting(12"minimum forbacker blocks and 24"minimum for filler blocks). N (� Q^ 9 (5)Can be reduced to 5"on-center if nail penetration into the narrow edge Is no more than 1 /8"(to avoid splitting). %depth 13 4J Protect untreated ■Recommended nailingis 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings st ersede Allowed hole zone Z Column Face mount wood from direct g p g g q g g p Q hanger recommendations listed above. -7 Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Concrete and Roof Framing,TJ-9001. O O L1 L2 L3 See current Weyerhaeuser L4 ° ■Nailing rows must be offset at least y"and staggered. 0 0 ° 0 0 1.55 E TimberStrand®LSL literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2 Y2'")nails if minimum penetration of 1"into the TJI 0 joist or rim board is achieved. ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Header or Beam Maximum Round - cantilever and end bearings by blocking Depth Hole Size panels,hangers,or direct attachment to 9Y4"-9Y2„ 3" Multiple-Member Connections for Top-Loaded Beams ® - a rim board or rim joist. 8., 6" 11v4"-„ i8' 3i" TJI joist framing does not Fastener Installation Requirements O 14"-16" 45/" Pece #of Fastener require bridging or mid-span E1 General Notes See illustration for allowed hole zone Rw"�p�•.n!tr,<.. Width Plies 0) blocking • Allowed hole zone suitable for headers and beams with rah i" f •a`�' .- Type Min.Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere aeon the member. " .•.."• sides,stagger fasteners on the second y 9 ������'••'" "*j 1j"�'' r • Round holes only f� t Z., 12" i 1. ,�'10d nails 3" 3'2j g No holes in headers or beams in lank orientation. �I BEARING AT 12" side so they fall halfway between p , COLUMN 2 12d-16d nails 3 Y4" 2(2) One side fasteners on the first side. Screws 33/"or 3Y2" 2 24" 10d nails 3" 3'21 DO NOT bevel cut joist +A,J 4- Other Trus Joist Headers and Beams ,` 12d-16d nails 3 2 12" Both sides AlO 1 +f ;' t? . -� Rim board joint :� `' " ' f beyond inside face of wall. O Microllam® LVL �r i!• ,�, c>=t Y4" Z' E2 between joists DO NOT overhang seat cuts u' :n'�, C, '•"4 >a5 f 3 9 1.3E TimberStrand® and Parallam®PSL 13/4^ 33/"or 3%" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the + 'tj�`�"^• "'*'°'`"� t+�'«•"�-' Screws 2 24" Load must be applied evenly across /depth �� ',".if.+• F . ,. 5" One side entire beam width.Otherwise,use face ofsupport member, largest hole(minimum) :r f'frf„"E" ""° •�°. Verify column capacity 10d nails"' 3" 31? connections for side-loaded beams. DO NOT cut,notch or drill One side L5 and beam bearing 0) (2j 12" (per ply) d DE11VEREO FEB 2 ] 2021 holes In headers or beams O length.See current 4 12d-16d nails 3Y4" 2 - - except as Indicatede 0 0 o Illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS ° ° 6 3/4' One side form a header or beam of the required size,u to a TJI@ rim joist ® (a Microllam® LVL and Other Trus Joist Beams L6 q P 1%"TJO Rim Board or 1 a" Parallam®PSL Header or Beam Maximum Round O t- 5"or 6" Both sides maximum width of 7" • • L3 TimberStrand@ LSL, allowed hole zone Depm Hole Size = 0 2 Screws 6%a" 2 4" A2 middle%span 43/" 1" O 3Y2" One side 5y Yz°bolts 8" 2 24" - , rra d 1.3E TimberStranda LSL allowed hole zone d (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWP . B1 L1 7Ya'" 20" 2" q COLUMNDETAILS" (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone IL (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes S O r B2 IZ (gym BEAM ON • Allowed hole zone suitable for headers and beams with uniform loads only. Q X COLUMN CAP NAILING AT BEARING (FLOOR) L5 • Round holes only Q ( 0 B3 • No holes In cantilevers. k6 F- (n TJI@ Joist to Bearing Plate Squash Blocks to TJI@ Joist • No holes in headers or beams in plank orientation. X O v � 1 ® (Load bearing wall above) -V� 1/e"TJ Rim Board or 1 ® Joist may be shifted up to 3"if Use B1 or B2 at • 1/a"TimberStrand LSL. WARNING O I One 10d(0.128"x 3") floor panel edge is supported P One 8d(0.113"x 2Yz") nail into each flange and span rating is not exceeded. B4 intermediate bearings +�- O O � Z with load bearing or nail each side.Drive Do not cut joist flanges. 9 Joists are unstable until braced laterally O I Q � � - nails at an angle at braced/shear wall least 1Yz"from end. Plumbing Drop from above Bracing Includes: O Y O P 1 End of joists • Blocking • Sheathing • Strut Lines Q • Hangers • Rim Board • Rim Joist - v < < 0 at centerline < Q -� 3Y2"minimum of support L2 J Z COLUMN BASE 3mum ng intermediate bearingAlso see detail B2W- U�� wng single-family applications 5%"may be required l = = uc Z for maximum <transfer:Connections equivalent capacityto floor panel nailing schedule < n Rim to TJI@ Joist o o DO NOT walk on joists DO NOT walk on joists DO NOT stack building H 1 L until braced. that are lying flat. materials on unsheathed 0 - N 1 @ TJI@ 560 rim joist:Toe 1/s"TJ Rim Board, • o 1'/a"TimberStrand@ LSL or nail with 10d(0.128"x 3") Additional joist is required if floor panel edge is unsupported INJURY MAY RESULT. joists. Stack only over V -1 - TJIO 110 rim joist: nails,one each side of or ifs an ratingis exceeded. !• •. WARNING NOTES: beams or walls. P2 One 10d(0.131"x 3")nail TJI@ joist flange TJI@ 560 p O LA Exterior Deck DO NOT use sawn _V IL O into each flange floor'oist O Attachment Lack of proper bracing during construction can result in serious -1 W O 9 j lumber for rim accidents.Observe the following guidelines: CJ lY Structural g g O TJI@ 210,230,and 360 rim ° board or blocking, 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. 1L INSTALLATION TIPS O sheathing g' 9, 9 i pP ®j p y p p y ELEVATED joist: o as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be �--� One 16d 0.135"x 3 nail •subfloor adhesive will improve floor performance,but O after installation" accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the ba COLUMN BASE ( YZ ) p' y p ry p ( g) j ' y. � N p 1%"minimum tearing into each flange may not be required. O Use one 3.Safety bracing of 1 x4 minimum must be nailed to a braced end wall or sheathed area as in note 2 and to each Top View Y Y 9 (minimum) ( ) Locate rim board joint between joists. o Safety bracing(1x4 engineered lumber, joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. -a BEAM ATTACHMENT at BEARING vertical loads(details 131 and 62).Packing out the web from direct contact with See ALLOWABLE on-center for TJI@ 110 joists)and 4.Sheathing must be completely attached to each TJI v joist before additional loads can be placed on the system. of a TJI@ joist(with web stiffeners)is not a substitute concrete 1%"knockouts at o H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. -,• 1Ys"TJO Rim Board or 1Y" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. TimberStrand@ LSL. 12"on-center two 8d(0.113"x 2%")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: FEBRUARY 2021 •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit wy.com/inform. Optional plumbing or HVAC, flush with inside face P3 non-shrink See framing plan(if applicable)or I-JOIST DETAILS rout Drive nails at an of wall or beam ' 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1�"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth TrusJoist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. -