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HomeMy WebLinkAboutTR-10329 Glenn Goldsmith,President ��Q� SO!/r�® Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ® "t ® P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly =e Telephone(631) 765-1892 Elizabeth Peeples ® a� Fax(631) 765-6641 CO NTN' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD , CERTIFICATE OF COMPLIANCE #2120C Date: January 7, 2024 THIS CERTIFIES that the renovation of first floor interior and exterior and build a second story addition on an existing single story single family dwelling with a 2250 sq ft foot print Including a 30 sq ft covered un enclosed front porch with foundation Install 2 new footings below an existing 353 sq ft(trustees waiver) CO'd rear deck and redeck with new synthetic decking Install a 456sg.ft, second story balcony. Removal of a 201 sq ft deck installation of steps from sunroom to grade abandonment of existing septic system and installation of new SCI-11)improved IA Nitrogen Reducing Septic system landward of existing system, At 1010 Maple Lane, Greenport Suffolk County Tax Map#1000-35-5-27 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 6,2023 pursuant to which Trustees Wetland Permit#10329 Dated March 15, 2023,was issued and Amended on September 13,2023 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the renovation of first floor interior and exterior and build a second stow addition on an existing single story single family dwelling with a 2250 sq ft foot print Including a 30 sq ft covered un enclosed front porch with foundation Install 2 new footings below an existing353 sq ft(trustees waiver) CO'd rear deck and redeck with new synthetic decking,Install a 456sq ft second story balcony. Removal of a 201 sq ft deck installation of steps from sunroom to grade, abandonment of existing septic system and installation of new SCHD approved IA Nitrogen Reducing Septic system landward of existing system. The certificate is issued to Lawrence&Irene Scavelli owners of the aforesaid property. _ o f. Authorized Signature Glenn Goldsmith,President �AA��*Z� SO Town Town Hall Annex ®V" 54375 Route 25 ®� A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 C®UN`N,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: INSPECTED BY: Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1St day of construction % constructed complete,lete, compliance inspection 1 p COMMENTS: /o a. CERTIFICATE OF COMPLIANCE: �k. -AAM&9,'00 Glenn Goldsmith, President so Town Hall Annex 54375 Route A.Nicholas Krupski,Vice President ,`®� ®I® P.O. Box 117925 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® y@ Fax(631) 765-6641 C®UNTI,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 14, 2023 Colin McCarthy Thomas J. McCarthy Real Estate, Inc. 46520 C.R. 48 Southold, NY 11971 RE: LAWRENCE & IRENE SCAVELLI 1010 MAPLE LANE, GREENPORT SCTM# 1000-35-5-27 Dear Mr. McCarthy: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, September 13, 2023: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10329 to increase the size of the second story balcony to 456sq.ft. in lieu of the originally permitted 257sq.ft. first floor deck roof and 40sq.ft. second story balcony; and as depicted on the project plan prepared by Thomas J. McCarthy Real Estate, received on August 18, 2023, and stamped approved on September 13, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Genn Goldsmith President, Board of Trustees GG:dd Glenn Goldsmith,President �o\ocOG� Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 CO Eric Sepenoski v; ,? P.O.Box 1179 Liz Gillooly 104,, ® ��� Southold,NY 11971' Elizabeth Peeples �O! �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: McCarthy Management, Inc., on behalf of LAWRENCE & IRENE SCAVELLI requests an Administrative Amendment to Wetland Permit#10329 to increase the size of the second story balcony to 456sq.ft. in lieu of the originally permitted 257sq.ft. first floor deck roof and 40sq.ft. second story balcony. Located: 1010 Maple Lane, Greenport. SCTM#: 1000-35-5-27 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Kru ski 1-E Se enoski p p L. Gillooly E. Peeples v a o a <Z " �a c- W m =r Z \ � Fp E.. {1 pec K I� ; in I ykeV �c/]n .__ �< s= tj NEW LVL BEAM-DROP OIRDER 1 I \011 (l' QI "� C -x �o FLOOR CONSTRUCTION J J::L ~ L W A NEW GALVANIZED STEEL u _ U-BRACKET 511 PS COLUMN �i�Dm ro PIPE-SIZE As REGRARED FOR NEW LVL BEAM nr11 POCKET-V.IF. / J 'S I/2'DIAMETER PIPE COLUMN 1 WITH SET IN NEW SPREAD POOTIN6 23'-2' 5'-0' 13'-4' COL. TO BEAM DETAIL - 2-2x OtIDi SCALE: I" - I'-0" NSTA1 - W Iw'rAuz=�—r ---�1 — INSTALL2130RR 'vI INSTALL2110 RR @ 16 0.0 INSTALL 2110 RR I INSTALL 2A0 RR - - , O @36D.0 PPRO��ED BY 0 STAIR COMPLIANCE: @16 �I NEW STAIR SHALL COMPLY WITH SECTION 8311.5 ° N 51 off° ti BOARD OF I r?USTEES o OF THE RESN)ENTNL BUILDING CODE OF NYS \� I WEATA ACCESS —� \y PROPOSEIBEDROOM Lw MAX. RISE 8}'(�'MAX BETWEEN SMAl1FST AND IARGESf RISERS) \ I °ROPC°ED N INS TEDTOTHEIEVELOF THE o MIN.TREAD 9 FROM NOSING TO NOSING I 5 ROUNDING AREAS AS PE0. T w (SMALLEST AND LARGEST TREAD \ /f020 ECCC OF THE NYS 8102.2.1 p`E TOWN O F SOU H O L C z 0 NOSING�'MIN. 1}'MAX. (5"REINFORCED PAD LASE RISER) �r j. NST 2x1 CBS 16.O.0 LATE J 0 LL' S� J Q z W LLDDW CLOSET 12'-0" II II ��LLYY r 1 ck--LLJ g > L' W o - —- - —- `" IN5TALL ML Ij.d'}yD„e A�JCYV` - --� IN$FA1 A0.I�.4'RIDta�ABOVE .. ,.:4'RIDGI: < Q � PRISED •A ❑ \ I2x10 16"OI. ---^-- w O ODII rk��osEe;.ostT / PROPC DBATHROOM 1 OPEN TO BELOW i I x - TNI LL2x10 RR J i ` - 16"O.C. o b�INSTALL:x10 ' INSTALL 2x10 1- N Y I ROM kD / 6'RR O.0 iIt 6'O.C. 10 x ED I @1 0 LLJ O 2 INSTALL2x10 RR INSTALL 2x10 RR - -— - - —- - „ @16-O.C. @ 16'O.c. - I J z Iii o 13'-3" 2'-0 I - --- - 13'-7" J 5 b xn.x«x xx ~ m Oaw Y L Z mQ NEW 2.6 U RAMRS ; 71 Z ac I —'IT rr L ---- - 11 1 AUG 1 8 2023LA 1 u I I n 6 EXISTING BATTER BEAMS TO REMAIN EXISTING RAFTER BEAMS TO REMAIN = 3b i _ r•er°" H v w•i�:�r..wr�ei iw"u •w ux�axa m. } upu CONNECTOR DETAIL CO Southold lown a RnarT1 of Trines OPROPOSED SECOND FLOOR - 1 _ _• • ORAM1NC NIIYBCN NEW ARCHITECTURAL ROOF SHINGLES AS PER OWNERS APPROVAL NEW CORBELS AS PER OWNERS APPROVAL V NEW AZEK WRAPPED SOFFIT DETAIL(TYPICAL) ATTIC VENT (TYPICAL)AIl d E NEW PREFABRICATED EYEBROW NEW AZEK WRAPPED SOFFIT DETAIL(TYPICAL) L SSU � Q to Q = W ry NEW BOARD AND BATTEN STYLE SIDING AS NEW SAVE RETURNSMW-AQ =Z 2 PER OWNERS APPROVAL(TYPICAL)AT HIGH F p V POINTS AS SHOWN L o u 24x24 24x24 24x14 3 c0tw Q LL NEW EAVE RETURNS(TYPICAL) z C S «o W NEW SIDING AS PER OWNERS APPROVAL NEW BOARD AND BATTEN SNLE SIDING AS " U i TTYRKA4 SS PPOINTAS SHOWN VAL(TYPICAL)AT HIGH o NEW AZEK TRIM FOR ALL DOORS MOCKAp U32 32 (IYPKALREQUIRED fORALL NEW CASE FWGBO68R 432 r RNGW68R // FWG8068Rof C7 P I; NEW BALCONY WITH4N PROPOSED ROOF NEW FLUSH WALL MOUNTED RAILING 9 NEW ROOF OVER DUSTING WOOD DECK NEW STRUCTURAL AZEK COLUMNS(TYPICAL) GALV.STEEL LOLLY W1 HB W WRAP 3266R REPLACE W r FWG8068R INNDND xJ V Z FIXED kNELS R%ED Els �SIDING AS PER OWNERS APPROVAL J DUSTING DKK WALL STRUCTURE TO REMA10 W // / o O DIRECT REPLACE LAZING DI T REPLAC GLAZING ? d C/7 w EXISTING GRADE .x.a,ufwsf^s STING GRADE w uj LJLP_ EXISTING STEPS TO REMAIN PAD OUT DUSTING FACADE AS SHOWN AND CENTER PICTURE WINDOW TO O I INSTALL EAVE RETURNS REMAIN REMOVE AND REPLACE (2)24'x 50'DOUBLE HUNG SIDE w PROPOSED REAR ELEVATION WINDOWS WfH-INIXISTING J Q Z ROUGHING I..LI � Q 1 > Jw WINDOW NOTES; u a Ca ALL WINDOWS SHALL HAVE INSULATING GLASS,OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL.ANY SIZES Ln c INDICATEDONPLANS ARE NOMINAL ONLY.BUILDER/CONTRACTOR THE SHALL CONSULT WITH THE WINDOW w O MANUFACTURER TO DETERMINE EXACT SIZE,ROUGH OPENING,ETC.AT LEAST ONE WINDOW FROM EACH BEDROOM SHALL HAVE A NET CLEAR OPENING OF 5.7 S.F(GRADE FLOOR 5.0 S.F)W/A NET HEIGHT OF 24",A NET CLEAR OPENING O E=" C) OF 20"AND A SILL HEIGHT OF 44"OR LESS ABOVE THE FLOOR FOR EGRESS PURPOSES.GLAZING IN DOORS AND FIXED NEW AZEK TRIM FORALLWINDOWS MOCK GLAZED PANELS IMMEDIATELY ADIACENTTO DOORS OR WITH-IN 18"OF THE FLOOR SHALL BE TEMPERED GLAZING AS UP REQUIRED FOR OWNERS APPROVAL PER IBC,BOCA AND CABO AND STATE AND LOCAL CODES AND ORDINANCES (TYPICAL FOR ALL NEN CASINGS) NEW ARCHITECTURAL ROOF SHINGLES �w VN-ED AS PER OWNERS APPROVAL x+% m N w"ea Q N O NEW BOARD AND BATTEN STYLE SIDING As 0 ' PER OWNERS APPROVAL(TYPICAL)AT HIGH [1_ a...�..e L.r."r POINTS AS SHOWN CL < < Q K ¢ w Lu SKIRT ROOF DETAIL WNDOWSYLE °� }- - `� NEW SAVE RETURNS(TYRKAU WOODRIGHT DOUBLE HUNG o � m J ~i WITH 3'MOLDED EXTERIOR Y U Z U O TRIMLu 5-ALE.3/4".I'-0' NEW METAL ROOFING LU LU_ _ N NEW(2)COSMETIC DORMERS AS SHOWN NEW GUTTERS AND LEADERS CWi48 CW145 CW145 NEW BALCONY o o U CAw O EXTENDED GABLE 12'(SEE FRONT ELEVATION) -'• ,px _ 4 0 x m - 5-11 Q -.1 1 w U INSTALL 16'COSMETIC ROOF AS SHOWN Z <I PATIO DOORS TO BE Q 200 NEW SIDING AS PER OWNERS APPROVAL CW145 CW145 /� // NARRO U J Q ®E3 01E (TYPICAL) � Y NARROWUNE BY � S NEW STRUCTURAL AZEK COLUMNS(TYPICAL) / / / ANDERSEN 00000Y, a o J � J �GVxrs'/Agro DUSTING GRADE STING GRADE U NEW WROUGHT IRON RAVINGS INSTALL 16'COSMETIC ROOF ` E a j y mAS SHOWN NEW ROOF OVER EXISTING WOOF DKK tA1y� - Q r I a � NATURAL CEDAR PERFECTION SIDING AS PER(TYPIC OWNERS APPROVAL AL)A7 ALL SIDES [� /'1 fNUWING NUNB[R: 1 PROPOSED SIDE ELEVATION AUG 1 8 2023A-8 mmura of lrusteS 49'-2' 9'-8" 24' 10'-0' 6'-0' 6'-0' 8 J ` 00 LOAD PATH NOTE: _ - w ONCE STRUCTURE HAS BEEN EXPOSED CONTRACTOR TO REVIEW ALL t LOAD BEARING WALLS FROM HIGHEST LEVEL OF DWELLING TOQ C3 z ^ EXISTING FOUNDATION.SHOULD ANY LOAD BEARING WALLS BE EXPOSED OTHER THAN WHAT HAS BEEN SHOWN ON THESE PLANS CONTRACTOR TO STOP ALL WORK IMMEDIATELY AND CONTACT ARCHITECT FOR INSTRUCTIONS TO PROCEED. u Z E tTs �OF r= EXI5TING a 8 W-A LVL SEAM-UPSET INTO WOOD DECK BATH ROOM: -� as " �Q tLL FLOOR GONSTRUC.TION k:� EDGE OFN ROOF EDGE OF NEW ROW ALL BATHROOM GLAZING TO BE TEMPERED GLASS = w 1-N1 SALVAN12M STWL AS PER PLAN LOCATION U-BRACKET Sll—. N COLUMN NEW 7x10 R.R. NEW2x10R.R. 0 F- Z GAP L.GG°55-4 016.0.[. @36.O.C. e NEW SHED ROOF a EACH BATHROOM TO HAVE A 110 CFM EXHAUST FAN. l^ELDED TO PIPE-SIZE AS NEWRO FABOVE WIRE TO TIMER SWITCH AND VENT TO EXTERIOR THRU 4' REQUIRED FOR NEN LVL BEAM EXI5TINGSUNROOM ®' ALUM.DUCT L7 8'-0' POCKET-V.I-F. s o 5 1/2"DIAMETER FIFE COLUMN NEWCOSMETICEYEBAow i SET IN WEN SPREAD FOOTING GLAZING SEEREARE ON 7ALCONY 0 10'-10' 7'-0' 1 ' 0'OL. TO BEAM DETAIL EGQUIRE[ LU5H MOUNTED RAILING EGRE55 REQUIRE 4' 10' 5'-0' 6'-0' SCALE: I" = I'-O" _ LLJ � 0 75f—Nr,BUILDING LINE BEL 'V1 EX15TING BU DING LINE BELOW V Z STAIR COMPLIANCE: INSTAL 2x1DBR@ D. _ 3 o z ALL 2x10 CBS016'0.[. /h, I / w NEW STAIR SHALL COMPLY WITH SECTION R311.5 BATR a ATTIC CRAWL ACCESS: 0 �\ d� / 11'-O" \ MAINTAIN-PROVIDE REQUIRED CODE COMPLAINT d OF THE RESIDDITIAL BUILDING CODE OF NYS �q aI NEW o ti o \ / _ �pI NEW N RES-ACCESSTOALLATTIC-CAAWLSPACES.ALLPERIMETER Z MAX. RISE 8)'Q'MAX BETWEEN SMALLEST AND LARGEST RISERS) �F\ CL �m BEDROOM NE N I 3A ACCESS DOORS TO MATCH REQUIRED INSULATION SEAL Ln W u 3 VALUE FOR CONTINUOUS ENVELOPE AS SPECIFIED w w MIN.TREAD 9 FROM NOSING TO NOSING ? 4: 1 BATHROOM \ I / Ln of SMALLEST AND LARGEST TREAD \ I d S/� ti NOSING��MIN. 1r MAX. (5"REINFORCED PAD LAST RISER) NEW ALF" ""E,l o RAILING SYSTEM: _Q EDROOM / 1.51-91 � VA TE CF/1'ING I w EN' N�x N NEW RAILINGS SYSTEM ANCHORED AS PER I SD CO SD/co I MANUFACTURER'S SPECIFICATIONS I Q z NOTE:ATTIC ACCESS SHALL BE CL r�,�amcacc¢ss / CL Q I m8a wx p NEW HALLWAY Na,, =PEE 5TANDIN NEW MA5TER 5UITE WITHHOLD 2DO LB LATERAL LOADS AT TOP OF RAILING W WEATHERSTTIPPEDAND I1'xI4'RIDGE IL II A,R_m__ __ -,1Te�sv JI IR ;H AND IN ANY DIRECTION AS PER CODE 36"/42"IN HEIGHT \ w INSULATED TO THE LEVEL OF THE --- --- iN6T MLI'rld'RIDGf IN?TALL ML Ilxl4'RIpGE m / ~ Lu SURROUNDING AREAS AS PER II � -I (AESTHETIC SELECTION BY OWNER) JQ 2020 ECCC OF THE NYS R402.2A I L- n NEW HALLWAY ` INSTALL 2.10 CBS @16'0.[ '� Q SD/CO L 19) / 1 r w M I o tio}l �l4 $ 4. /41 NEW 0 A PROT OS-DIOPEN LOFT o a I ti WALK IN CLOSET=I i o 19'-3' w 13'}8' 15'-0� m = w o FOYER BEz Lu LOW p I w.m.we.enwou..,s > = VAULTEDkEIUNG 5H LVE 0 U INSTALL 2x10Cps @16"O.r d Q Q ADI UST CEILING HEIGHT WITH TOP OF o wr inMirR d ne Ce < WINDO HEADER I I em�nv'.�m iw.vm.• ic.'°rwure°n..r,� Q 9 s 0 4 Ce K Lu Co L J �Z m� ~0 w 09 Y= Z= LL IY NSAuffiR.r.RA 8R 6 .vae U r LL z .fed` @Le•o.cmlw Lu m Q m w o `'�NEw2xeADGE 2'-10' 13'-7 13'-2' h em U c� CAW 0 Co a ROOF OVER GARAGE R308.4 GLAZING IN HAZARDOUS LOCATIONS: z GLAZING IN THE FOLLOWING AREAS HALL BE TEMPERED SAFETY GLAZING:GLASS IN SWINGING AND Q SU OING DOORS AND FIXED SIDEUGNTS,TUB AND SHOWER ENCLOSURES,ADJACENT TO DOORS WITHIN Q NEW 2x6 RIWE 24",AND WINDOWS WITH AREAS OF GLASS GREATER THAN 9 SQUARE FEET,HAVING THE BOTTOM EDGE OF GLAZING LESS THAN 18"ABOVE THE FLOOR,THE TOP EWE OF GLAZING MORE THAN 36'ABOVE THE -_-_---_-_-_ 17e FLOOR AND A WALKING SURFACE 9 MIN 36'HORIZONTALLY FROM THE GLAZING. - ."-' -n--1T--FT ~ D - I II II II I B +ems EXISTING RAFTER BEAMS TO REMAIN EXISTING RARER BEAMS TO KML!j_j _ # wa cwamw U AUG 1 2023 8 I- ,��:�`��`�''�'� } UP IFT GONNEGTOR DETAIL Q ec�Le.�xv.iw• U PROPOSED SECOND FLOOR —Ha Nuu88N: J) FI^. ' Scale: 1/4" = 1'-0" NEW ARCHITECTURAL ROOF SHINGLES CHIMNEY EXTENSIONS AS REQUIRED MIN.3`0' �/��`\AS PER OWNERS AP VA1 �. _ FROM ANY ADJACENT RIDGE UNE NEW CORBELS AS PER OWNERS APPROVAL f - YIEW_ff PED SOFFlT DETAIL(fVPKAu -- INSTALL ATTIC VENT _ (IYPK'AL) U , -.._ NEW PREFABRICATED EYEBROW y o. U oo NEW AZEK WRAPPED SOFFIT DETAIL(TYPICAL) S HIPAQ Q Z t'+ "\ \ NEW BOARD AND BATTEN SME SIDING AS NEW FAVE RETURNS PEROWNERS APPROVAL(TYPICAL)AT HIGH o z ra H O e N POINTS AS S -77 HOWN 7-6" 7 a0� �= NEW EAVE RETURNS(TYPICAL) C .ti F .c w NEW SIDING AS PER OWNERS APPROVAL NEW BOARD AND BATTEN STYLE SIDING AS c tL.1 3 2 S AS SHOWN TTYPICALI 4 9 Ell PER OWNERS APPROVAL(TYPICAL)AT HIGH � ,#X // POINTw T NEW AZEK TRIM FOR ALL DOORS MOCK // o FWG8068k 32 32 32 FVK,806BR o_ mUP REQUIRED FOR OWNERS APPROVAL 7-5 (TYPICAL FOR ALL NEW CASINGS) // D_ I L7 3'-1 n NEW BALCONY WITH-IN PROPOSED ROOF NEW FLUSH WALL MOUNTED RAILING o 0 x NEW ROOF OVER EXISTING WOOD DKK N S, R F PE NEW STRUCTURAL AZEK COLUMNS(TYPICAL) GALV.STEEL LOLLY W/HBW WRAP T-11' 9 TO REMAIN w Z-5 FlJ(ED ELS -DELS NEW SIDING ASPER OWNERS APPROVAL z (TYPICAL) z DUSTING DKK WALL STRUCTURE TO RE / Lu O 0 I ^_ DUSTING GRADE SRNGGRADE L , O W W w N C= Z 0 DUSTING STEPS TO REMAIN PAD STALLEVERETRFACADE AS SHOWN AND INSTALL EAVE RETURNS CENTER PICTURE WINDOW TO O 1 REMAIN REMOVE AND REPLACE W 12)25}.52'DOUBLEHUNGSIDE J ~ PROPOSED REAR ELEVATION OUGHNNSG "INIXISNNG W � Q W J J J WINDOW NOTES: U a a ALL WINDOWS SHALL HAVE INSULATING GLASS,OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL.ANY SIZES V) a INDICATEDONPIANSARENOMINALONLY.BUILDER/CONTRACTOR THE SHALL CONSULT WITH THE WINDOW w Cl .. MANUFACTURER TO DETERMINE EXACTSIZE,ROUGH OPENING,ETC.AT LEAST ONE WINDOW FROM EACH BEDROOM T �. CHIMNEY DIMSIONS AS REQUIRED MIN T-O' SHALL HAVE A NET CLEAR OPENING OF 5.7 S.F(GRADE FLOOR 5.0 S.F)W/A NET HEIGHT OF 24",A NET CLEAR OPENING FROM ANY ADJACENT RIDGE UNE OF 20"AND A SILL HEIGHT OF 44"OR LESS ABOVE THE FLOOR FOR EGRESS PURPOSES.GLAZING IN DOORS AND FIXED NEW AZEK TRIM FOR ALL WINDOWS MOCK GLAZEDPANELS IMMEDIATELY ADJACENT TO DOORS OR WITH-IN 18"OF THE FLOOR SHALL BE TEMPERED GLAZING AS UP REQUIRED FOR OWNERS APPROVAL PER IBC,BOLA AND CABO AND STATE AND LOCAL CODES AND ORDINANCES (TYPICAL FOR ALL NEW CASINGS) .nem NEN ARCHITECTURAL ROOF SHINGLES p .�.. VENT D AS PER OWNERS APPROVAL CO 2 12 W = NEW BOARD AND BATTEN STYLE SIDING AS En d d Q ® PER OWNERS APPROVAL(TYNCAQ AT HIGH Wcc cr rawWws NUAnr POINTS AS SHOWN c� Q g c W K 0: W Lu SKIRT ROOF DETAIL WINDOW STYLE Lj j= }� F- w NEW EAVE RETURNS P WWDRIGHT DOUBLE HUNG w W� m? F-N � (TYPICAL) NTH 3'MOLDED EXTERIOR � Y 4 Z= F O U� �� Lu SCALE:7/4's I'-0' NEW METAL ROOFINGLLI Lu JJ NEW BALCONY NRH-IN PROPOSED ROOF a S mm¢ 2 w iC NEW(4 COSMETIC DORMERS AS SHOWN NEW GUTTERS AND LEADERS 9� o U c7 t7 Cn w 0 EXTENDED GABLE I2'(SEE FRONT ELEVATION) WINDOW STYLE HXED 1208 �/ n'✓ o WOODRIGHT DOUBLE HUNG m WITH 3'MOLDED EXTERIOR TRIM KIT U INSTALL 16'COSMETIC ROOF AS SHOWN Z Q PATIO DOORS TO BE Q ANG 0.5 PER OWNERS APPROVAL ®®®®®® // / 200 SERIES (Pw E a NARROWLINE BY 1 ANDERSEN NEW STRUCTURAL AZEKCOLUMNS(TYPICAU _ z (D v a_. a � Z 6d,C�.I6y0 cr EXISTING GRADE — NG v S dy 0 NEW WROUGHT IRON RAILINGS INSTALL 16'COSMETIC ROOF )E F co AS SHOWN NEW ROOF OVER EXISTING WOOF DKK I ;U Q NATURAL CEDAR PERFECTION SIDING AS PER AUG 7 8 X023 OWNERS APPROVAL(TYPICAL)AT ALL SIDES DRAWING NUMBER: OPROPOSED SIDE ELEVATION SnutholdTown TARTHY anagement, Inc. 46520 Route 48, Southold, New York 11971 -LI 9(631*) 765-5815 (631) 765-5816 FAX August 17, 2023 Southold Town Trustees RE: 1010 Maple Lane, Greenport. On March 15, 2023 The board of trustees issued permit# 10329. Included in the permitted scope of work was "Install a first floor deck roof of 257 sf ft and 40 sq ft second story balcony." During the course of construction, the owners had a desire to amend the plans. We propose to expand the second story balcony and associated railings within the footprint of previously approved shed roof, and over the sunroom below. This change would enlarge the second story balcony to a dimension of 12'x38' (456 sq ft). The proposed architectural change does not increase the footprint, nor is it in greater proximity to the wetlands. Additionally all stormwater will be retained in drywells as previously approved. Please find enclosed both the approved plan and the updated elevations, showing proposed architectural change. Thank you for your time and consideration, Colin McCarthy I E C E B � E AUG 9 8 2023 Soufhold Town Board of Trustees L21� Construction Management • General Contracting • Custom Homes NATIONAL ASSOCIATION Lang Island Builders Institute,Inc. OF NOME BUILDERS WCARTHY MANAGFME ', INC. 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 DATE p JOB NO. (631) 765-5815 FAX (631) 765-5816 pp����`�,`l`�-1� 1\ ., /�1 1 -(}+��Q � ATTENTIO�N\J TO � RE. WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIESDATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS r- iQ t J% AUG 8 2023 [ I t t Sc���eldToi�n COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. Glenn Goldsmith,President ��� S�U�� Town Hall Annex ® ®� 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 00 fN BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction 1/2 constructed When project complete, call for compliance inspection; ... .- s ;."�•.. .;.• KaaCess�r•;-•••�, .,ow!.---._•0• °. y�y,'v°i '-'`qw;••`2,' ;'r`�aati"d<�+'i's•'`.'�2, _ ,ea'd�i°Ya:.•' _ ...Ic.agaF fid-'>9a' 'ti=l. �..:y,6°°s �8�.•:.�- ::: ...Ca w;:. ='?,'Y� -�-Few` ;,, 8i i°s'^ ° es'� ds;,e$.! t, t e,`€. — :y nr�r;;�. Fa« '��,' C� ;e•,� f q :_ _ `em :';y.�`. v„�:�. � t _ ' fes” .> /�'.F;�� �'.. r. w ! t` a,yriryry••HY•p'•r ,rrr)4rr¢^ yq••••• :9y:r•t:"irm',Slrlt^r:'drU"�1+1f4T%P")YY�I Vn' fvpAmrkJ 'o'o`f➢➢'➢.W'¢1}^v rttrr YT?r. b' , ,, •. Tr /rvrr,;ri'D YU.f 11 U f9 /!'d — \ I.NL.�.�...�t8s°.1lSa.++.C.,.1 JS„'LYj.1.kSll.�$L�✓yl4l S+ S!:'_'.�' °t«!'cr:£__-....X'''.;1'.'''J'<T� -+�1T/..a'',.�y:'T�.�'.Y:':13.'d.'f�'.''.!S">,Ys.C.°1�SJl':6X32::e7.:Ud`.;2ti5S!Y.+:�'"Ih'd2Z!'3:�STt? �'...,xy� �.•. BOARD OF SOUTHOLD TOWN TRUSTEES r SOUTHOLD,NEW YORK PERMIT NO. 10329 DATE: MARCH 15,2023 ISSUED TO. LAWRENCE & IRENE SCAVELLI y PROPERTY ADDRESS: 1010 MAPLE LANE, GREENPORT SCTM# 1000-35-5-27 _" •�vi. tri; r. ; AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in •_'- '' accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 15,2023 and in consideration of application fee in the sum of$250.00 paid by Lawrence & Irene Scavelli and subject to the ;.° Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: ; .;A. Wetland Permit to renovate first floor interior and exterior and build a second story K . addition on an existing single story single family dwelling,with a'2250 sq ft foot print. Including a 30 sq ft covered un enclosed front porch with foundation.*Install 2 new footings below an existing 353 sq ft (trustees waiver) CO'd rear deck, and redeck with 4 - new synthetic decking,Install a first floor deck roof of 257 sq ft and 40 sq ft second story balcony. Removal of a 201 s ft deck installation of steps from sunroom to rade ry 3' �l � P grade, ~.° abandonment of existing septic system and installation of new SCHD approved IA Nitrogen Reducing Septic system landward of existing system; and as depicted on the ; ,9 site plan prepared by Gaby Tchilinguirian AIA, NCARB, last dated on March 8, 2023, ' and stamped approved on March 15, 2023. , . d IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year first above written. Wt Y'i•e�, a W 96 .;.E�i�MAI -_ est.1.7➢5'J.�n$'.ia`e�.fiS°Zi°i'Ye S1SC�3TL'a1�$e' ,�.o`�yY,•..R�3C�`St '.�Xi�i ;.:,Y� yuw.:i'Sfi."eJ£';i�e^�l'�.i4?`sY".,`ick. u°Ss.•.`M.Sfw�„1•'iii'Lfiv�iR..,..I.,Cr�d�?.cNYaS�:V;S..�F�.fl�).a.`.,'�.f3+.et�5` aD� .�°w16 ;'qaA •`•,.�,w 1%.• :�. •-�• �.a..=.t',..:. s y+ as1 e.. e,�d,y� �,. .d �i�b s, .a�i,+iia .<•. TERMS AND CONDITIONS The Permittee Lawrence&Irene Scavelli residing at 1010 Maple Lane, Greenport, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith, President ® � v s®U� 0 Town Hall Annex A. Nicholas Krupski,Vice President to ® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly G � Telephone(631) 765-1892 Elizabeth Peeples �® y® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 17, 2023 Thomas J. McCarthy McCarthy Management, Inc. 46520 C.R. 48 Southold, NY 11971 RE: LAWRENCE & IRENE SCAVELLI 1010 MAPLE LANE, GREENPORT SCTM# 1000-35-5-27 Dear Mr. McCarthy: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, March 15, 2023 regarding the above matter: WHEREAS, McCarthy Management, Inc. on behalf of LAWRENCE & IRENE SCAVELLI applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated January 6, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application February 15, 2023 and March 15, 2023, at which time all interested persons were given an opportunity to be heard, and, 2 WHEREAS, the .Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of LAWRENCE & IRENE SCAVELLI to renovate first floor interior and exterior and build a second story addition on an existing single story single family dwelling, with a 2250 sq ft foot print. Including a 30 sq ft covered un enclosed front porch with foundation. Install 2 new footings below an existing 353 sq ft (trustees waiver) CO'd rear deck, and redeck with new synthetic decking, Install a first floor deck roof of 257 sq ft and 40 sq ft second story balcony. Removal of a 201 sq ft deck, installation of steps from sunroom to grade, abandonment of existing septic system and installation of new SCHD approved IA Nitrogen Reducing Septic system landward of existing system; and as depicted on the site plan prepared by Gaby Tchilinguirian AIA, NCARB, last dated on March 8, 2023, and stamped approved on March 15, 2023. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, 4 �P-4�z� Glenn Goldsmith President, Board of Trustees GG/dd P ROJ ECT • THE PRODUCTION OF THESE DOCUMENTS HAVE BEEN GENERATED USING THE • 2020 NEW YORK STATE RESIDENTIALU CODEr E THE SCAVELLI RESIDENCE u 00 EFFECTIVE AS OF MAY 12TH 2020r,r__l (D -�malkk smiNk r, @, PKOJECT ADDRESS , Q 03 � NORTH Q _j °C W m > N ALTERATIONST0. - Lj = W z z 1010 MAPLE LANE - GREENPORT NY `ULn DWELLING •� O0 LL USES PUBLIC WATER E P . NEW FIRST FLOOR ALTERATIONS W NEW GABY TCH ILINGUIR AWSV ART T SECOND FLOOR DORMER AS PER PLANS 18 MITCHELL ROAD - WESTHAMPTON BEACH - NY 11978 60 .g2 . NOTE. d Office - (516) 297-6917 EXISTIN NINE SUPPORTING CONCRETE PIERS 9� 8.58 www. NYarchitectGT.com NYarchitectGT@Gmail .com TO REMAIN UNHARMED BENEATH EXISTING �, A� o2's DECK - TWO NEW FOOTINGS SHALL BE LOT s � OAK coR$ -! •�•� po INSTALLED EVERoREENs WOOD �p0Ort 8.68 E WV 0 ` ` ! p,._,�Y' D�°" ' VACANT s.52RN 'C �� 9 SRI WATER"G RVI ToWif\ 9.6J IAGE INFORMATION ' r Q ` DvW�N SE I �0Q`� `� ti � \ TANK eRo�o 9 51 y re ro Lu EXISTING PROPOSED TOTAL 3� , �F 1° I, 0 3 0 $ " NEW SHED ROOF OVER _ � r �%10.69 �'Lj, Q Q- W❑❑D LANDING '� 1' °�F � NY EXISTING WOOD DECK Po°RD5'"6' G - '` • DWELLING 2 250.62 - 2 250.62 1,4'N " 3': ;\°%"' , ' Ex '"� , E 1� 3 - 0 w :::: ;:.:;.;.;.: : ro ELE ED -- , N EXISTING 1 STORY PROPOSED NITARY -r8.93 W00 CK 1 W CON ' os QP ' SYSTEM REFE 0 WRAME DELLING ' ' CDHS APPROVDECK$ 4.7 S.F. 353.7 S. F. 353.7 S. F. j HOUSE#1010 z (.9�C ETI � 60 05 ET ,-r' NEW ROOF5" OR E N OO i p f• TOTAL 2,805.32 S.F. 2,604.32 S. F. BOAT WER s°Eps ° IXE NG �.�$ - - W O STORY F.F • MENT 66 O �"- (S o STATI 9 y SUNROOM BASE E�GN EXISTIN 2 CAR -'' .;;:: 4.57 .. 6.08 `9< 2a � ', RIDGEN GABA - '''-'' GLUM BLCICV CURB �� Q z EXISTING �' � •::.:::::.f�;'. �o �, � � BEL O oc Q A 325 GRAVEL 13.11 O,, W ,� :;G-�:• \b 9.09 ,r-r- o� ^ c�,� Pc E 2 _�1-08 DRI\/ Y 12.53 87 'x` �"_ W ALLOWABLE PERMITTED PROPOSED � ;�\ ,\, �P� X449.76 CURB ' -r\ `::��:•. •::. �---'' �S ��`\\ 12' �� �;ia 'S BLOCK FE, 1.0 N.2.0 E }• O,,! SIDEYARD� j GUM FEN < < ,ry BEL 0.99 WDDD CE CURB 0.3'N LOT AREA 13,246.25 20% 2,649.25 2,604.32 S.F. 09 ::::::: 2 604.32 S.F. d V Q BC �� ................... p gyp, 9.60 lb 2 �x ..................................�F....EVERGREENS BUILDABLE AREA 12 460.35 20% 21492.07 ' ........... ..... LINE HIGH WATER ALONG -' :.�. �.... 8.75 �` uj 0 WOOD BULKHEAD - 5.87 • "��`�������'' 06 Cn EXISTING DECK � �� � = 0 TO BE REMOVED 1 7 0 . tet' p 0 LOT 59 O NOTE 1 - EXISTING PERMITTED IMPROVEMENTS WERE APPROVED PRIOR TO PRESENTp' 4099 W " - ALLOWABLE LTC COVERAGE Bf2016 DEFINITION OF BUILDABLE AREA AND WERE WITH INA LOWA E 0 0 S DWELLING M NOTE 2 - PROPOSED SECOND FLOOR ADDITION TO BE DIRECTLY ABOVE THE EXISTING N USES PUBLIC WATER �� I ,;J;;TEES PERMITTED FIRST FLOOR AREA = 1 3,246.25 sq . ft. 3 I�� �„ �„ > 00 0.304 a c. FoWN OF v.��e ! ',OLD NOTE 3 - NEW SECOND STORY IS EXEMPT FROM TRUSTEES PERMIT AS PER CHAPTER W < Q DATE mmacc� ig, Zr>23 Z < 275-YAlJ NOTES: -- -- Q 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 06 J � EXISTING ELEVATIONS ARE SHOWN THUS: „ 0.00 �- 0 z w > 2. FLOOD ZONE INFORMATION TAKEN FROM: U W = FLOOD INSURANCE RATE MAP Na. 3610300176 H DRYWELL CALCULATION : = a m = CU ZONE AE: BASE FLOOD ELEVATIONS DETERMINED U c� 0 Cn 0 LQJ L H 14� ION RMINED 1) BASED ON: 2 INCH RAINFALL ELEVATION = 6 (STORM WATER CALCULATION) ZONE X: AREA OF MINIMAL FLOOD HAZARD (2265)(2)/12(1.00) = 337.5 CU.FT.VOLUME REQUIRED. TOTAL REQUIRED: 337.5 CU.FT. m ______ - EXISTING WORK TO BE REMOVED - EXISTING WORK TO REMAIN EXISTING (2)4'x6' DRYWELLS = 104.5 CU. FT. PROPOSED (2)5'x8' DRYWELLS = 264.12 CU. FT. U IF L?J� va�- TOTAL EXISTING/PROPOSED = 368.62 >337.5 THEREFORE O.K. z Q NEW FOUNDATION "0%000 PSI E SCALE: 1" = 10' Q - EXISTING 2x4 FRAME STUDS TO BE REPAIRED, SISTERED z AND OR REPLACED ONCE EXPOSED. REPLACE INSULATION AND y2" GYP. BOARD AS REQUIRED TO MAKE READY = ' M . n-- SIO C� o y � 0 0 - NEW 2x4 WD. STUDS 16 O.C. 1/2 GYP. ON r- LOTS: 27 `.00 . 05 SECTION: � �INTERIOR. R-20 INSULATION BET. BUILD. CNYS APPROVED SMOKE AND CARBON DETECTOR35 STR Ci�. 1000 . �0 ,� -rah 1/2" CDX SHEATHING, 15 POUND BUILDING PAPER & = S��3b 4c EXTERIOR SIDING TO MATCH EXISTING; PAINT. F APPLICABLE SECTION 280-124 (NONCONFORMING LOTS) D f� C E t1 W E - NEW FIRE RATED PARTITION "A" LOT: IRREGULAR: 135246.25 S.F. (.30 ACRES) �- 2 2x4 PRESSURE TREATED PARTITIONS VAR - 2023 Q - NEW 2x4 WD. STUDS 16" O.C. 1/2" GYP. ON WITH (2) LAYERS 5/" TYPE "X" GYP. BD. EA. SIDE 280-124 (B) LOT LESS THAN 205000 S.F. d Twn U INTERIOR BOTH SIDES SOUND W/ ACOUSTICAL INSULATION CEILING TO RECEIVE (2) LAYERS 8" GYP. BD. PERMITTED LOT COVERAGE: REFER TO CHART THIS SKEET Board'of'Trusees DRAWING NUMBER: REQUIRED FRONT YARD: 35.0'5 EXISTING 35.4 , DOTE: GARAGE ROOF SOFFIT OF 34.4' PERMITTED TO OBSTRUCT FRONT YARD: O.K. 3 PT _ NEW MOISTURE REPELLENT PARTITIONS REQUIRED SIDE YARDS: 10.0' & 15.0' 25.0' AGGREGATE, PROPOSED 12.2' & 15.0' 27.2' AGGREGATE O.K. - NEW 2x4 WD. STUDS 16. O.C. 1/2" GYP. ON 20 PRESSURE TREATED BOT. PLATE WITH REQUIRED REAR YARD: 35.0' REQUIRED. 54.0' EXISTING O.IC. INTERIOR BOTH SIDES PT. BOTTOM PLATES (1) LAYERS Y2 PAPERLESS WATER REPELLENT BUILDING HEIGHT: EXISTING 17.05 PROPOSED FROM FRONT AVERAGE GRADE: MAX. FIELD 34.0' T.O. RIDGE NOTE: FIRE RATING AS PER PLANS GYP. BOARD INTERIOR �oSUF�oc,�oo Glenn Goldsmith, President ,moo ��� Town Trustees A Nicholas Krupski, Vice-President y 54375 Route 25 Eric Sepenoski o '" P.O. Box 1179 Liz Gillooly 'd�j® oo�� Southold, NY 11971 Elizabeth Peeples �l ' Telephone (631) 765-1892 Fax (631) 765-6641 - - - BOARD OF TOWN TRUSTEES _ TOWN OF SOUTHOLD TO: LAWRENCE & IRENE SCAVELLI c/o McCARTHY MANAGEMENT Please be advised that your application dated January 6, 2023 has been reviewed by this Board at the regular meeting of February 15, 2023 and your application has been appf&ifed pending the completion of the following items checked off below. ` ot6p xx Revised Plans for proposed project- Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) '/ Constructed ($50.00) x Final Inspection Fee ($50.00) - (NOT OF ArVt,S 7196) Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: BY: Glenn Goldsmith, President Board of Trustees 2,d/7 7%2. A X 10 1 k, - �• C t s. t A .•ate►. :� }: "� t. •{ •'� :� fin. ., ���� 1 C i. �1i~ g`frJ�ry3` 4b;r. �" Lawrence1010 !PAL, 41f ,le Lane,Greenport 00 000 2/7/23 kr—t _F JAM {F r r •�' a .•. ,�. � ✓� ��' r` ✓• r , P ROJ ECT TITLE • THE PRODUCTION OF THESE DOCUMENTS HAVE BEEN GENERATED USING THE 2020 NEW YORK STATE RESIDENTIALV CODEcl. E THE SCAVELLI RESIDENCE � 00 EFFECTIVE AS OF MAY 12TH 2020r%, m:E V-1 (D , DOCoZ ADDRESS . Q IAOJECT 0 � � a) NORTH Q L ^ ALTERATIONS T0 : = z ZCn 1010 MAPLE LANE - GREENPORT NY `� ~ o o 6i DWELLING �" � U .� 2 ' LL m Z ,° o USES PUBLIC WATER BY HIL . NEW FIRST FLOOR ALTERATIONS W NEW :� GAINGUIRIAN , R . A AR ITE T P . z SECOND FLOOR DORMER AS PER PLANS7-62f018 MITCHELL ROAD - WESTHAMPTON BEACH - NY 11978 G� g2 ;� CU �4 1 60 7.39 Off i ce - 516 297-6917 NOTE. �d .- ..-•$ EXISTING NINE SUPPORTING CONCRETE PIERS 9�� 8.58 kfl WWW. NYa rch itectGT.com NYarchitectGT@Gmail .com TO REMAIN UNHARMED BENEATH EXISTING �► DECK - TWO NEW FOOTINGS SHALL BE LOT s� �� oGK c�R$ -.,- •�•� 00 P. �. ,WVINSTALLED .� . SE 1o/ 8.52 � 3 � VA C A N T `,O O L1NE AMP �1E .'' �R j EXISTING to W �F 2F PPOPOSE°�pROpM E �rl��� �x`""'95 0 \ 41.37 •/• WATER RVI Off- �c 9.69 3?_ 0 N I OT COVERAGE INFORMATI o x SEIz 9� T °� .......................•`NG 4x6 °X1N,ASE / -.-• , �i; - • .6 • O �� ,%1 9 3, \ � TANK Qo�S�o�, - 9.51 yL � z F- 6 2 s 3 W O EXISTING PROPOSED TOTAL �•3A 5.69 8 '' `F 1� NEW SHED ROOF OVER O 0 �� 02 Q 0 WOOD LANDING / �- t� DCF. 1S \ El�i� NY ` PROPOSEDS.6 (, - '` . DWELLING 21250.62 - 21250.62 c /-' el EXISTING WOOD DECK ,;aR D 3- ; - O z 1.4 N 3 < S�DEVA�'ToN , EX INS"� �_ , - � ELE ED -- 1 S PROPOSED NITARY LU ':.': G N EXISTING 1 STORY �- "8.93 ''" ` 11• P� SYSTEM REFE 0 W LU woo CK \o FRAME DWELLING GO P pC DECKS 554.7 S. F. 353.7 S.F. 353.7d A ::.:.::: --5,,- , -,:--- - N 1 9 S F - SCDHS APPROV �/ ... 0 HOUSE#1010 2 �' -' � z (� � D2� , . �+ O � � � 2 os ETI � G`Z�' V 0 9.80 O ' �..:'• ,- O NEW 0 TOTAL 2,805.32 S.F. 21604.32 S.F. " :' '` '.;...,. B❑AT WER s OVER EASTING P G o .,� SSE F FL.MEN1A'TS� 66 $ o �-;- 0 0 5 1 •' :::.. STATI 9 vZ�cA SONROOM ; Bp,SE H EXISTIN 2 CAR ,-,-= CURB .�1 z 4.57 :,. 6.08 \ i , RiOG GARA / BLOC *0 Q EXISTING r' '::::.f '::. BELGIUM oc Q �., v � �° 325 s 212 GRAVEL 13.11 0,, W LL.J 0 �� ::G ;: ��9.09 -''` `` � �"� c,W ASE _`1_08 DRIV Y 12.53 12.87 ALLOWABLE PERMITTED PROPOSED - o � 6 Q (��r c CURB 2,0E L J --'' z R1 `\ 12'S�• ` % SIDEYMD 10'A' J , BLOCK 1.0 N7 0� < . :'. o� \ 01 .�- I r~v BELG UM FENCE FE' < Q WO \� 2 _ 0.99 WG❑D CURB 0�3�N LOT AREA 13 246.25 20% 2 649.25 2 604.32 S.F. p00y :::::.�G'::. 5n'- --- 3�, "- 5, ;, _.-�_- oS�N 10.72:N I: 2,604.3 2 S.F. ��2 o! ��R$ � x- ...........::......................... . �� U Q 11 20/ 2 492.07 BLE AREA 12 460.35 , ::::::2' 9.60 FE, z N EVERGREENS B U I LDA A , , �:::. ...................................................................... LINE DF HIGH WATER ALONG - .23:• . 8.75 'X` u J WOOD BULKHEAD 5.87 :'�� ......." c0 EXISTING DECK ^ �� � � C)6 0 TO BE REMOVED '� 7 0 . 43' 0 0 LOT 59 "0 NOTE 1 - EXISTING PERMITTED IMPROVEMENTS WERE'APPROVED PRIOR TO PRESENT �'' B2.069 ,4055W BLE E D WERE WITH-IN ALLOWABLE LOT COVERAGE 82 DEFINITION OF "BUILDABLE AREA" AN R S DWELLING M NOTE 2 - PROPOSED SECOND FLOOR ADDITION TO BE DIRECTLY ABOVE THE EXISTING m N N USES PUBLIC WATER o PERMITTED FIRST FLOOR AREA = 13,246.25 sq . ft. co � � NOTE 3 - NEW SECOND STORY IS EXEMPT FROM TRUSTEES PERMIT AS PER CHAPTER 0.304 ac. w < Q 275-YA1J NOTES: � a � 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Q w LU05 w O z_ �" J C/)EXISTING ELEVATIONS ARE SHOWN THUS: „ o.00 I- j ,x` m W UJ J ~ W 2. FLOOD ZONE INFORMATION TAKEN FROM: Y Z ~ _ FR W } Ww "Lp",9 P,% r= 1-11 ri j"I FLOOD INSURANCE RATE MAP No. 36103CO176 H DRYWELL CALCULATION . = a _ ca U'4 Lim U r .Icl [0j 4x L ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 1) BASED ON: 2 INCH RAINFALL 00 ELEVATION = 6 (STORM WATER CALCULATION) ZONE X: AREA OF MINIMAL FLOOD HAZARD (2265)(2)/12(1.00) = 337.5 CU.FT.VOLUME REQUIRED. TOTAL REQUIRED: 337.5 CU.FT. m ______ - EXISTING WORK TO BE REMOVED - EXISTING WORK TO REMAIN EXISTING (2)4'x6' DRYWELLS = 104.5 CU. FT. w PROPOSED (2)5'x8' DRYWELLS = 264.12 CU. FT. U TOTAL EXISTING/PROPOSED= 368.62 >337.5 THEREFORE O.K. Z Q - NEW FOUNDATION 3500000 PSI E SCALE: I" = 10' •t• ' - EXISTING 2x4 FRAME STUDS TO BE REPAIRED, SISTERED z AND OR REPLACED ONCE EXPOSED. REPLACE INSULATION Q AND 4" GYP. BOARD AS REQUIRED TO MAKE READY - cS NEW 2x4 WD. STUDS 16" O.C. 1/2- GYP. ON SD / ® - 0 OTS 27 BLOCK: z y� INTERIOR. R-20 INSULATION BET. BUILD. C NYS APPROVED SMOKE AND CARBON DETECTOR LOTS: ■ 05 SECTION: 35 DISTRICT: 1000 ZONE: 40 J Ice, 1/2 CDX SHEATHING, 15 POUND BUILDING PAPER & EXTERIOR SIDING TO MATCH EXISTING; PAINT. APPLICABLE SECTION 280-124 (NONCONFORMING LOTS v F )D F rL9 - NEW FIRE RATED PARTITION "A" LOT: IRREGULAR: 135246.25 S.F. (.30 ACRES) � 2x4 PRESSURE TREATED PARTITIONS TSAR - R 2023 m - NEW 2x4 WD. STUDS 16" O.C. 1/2" GYP. ON WITH (2) LAYERS %" TYPE "X" GYP. BD. EA. SIDE 280-124 (B) LOT LESS THAN 205000 S.F. 0INTERIOR BOTH SIDES SOUND W/ ACOUSTICAL INSULATION CEILING TO RECEIVE (2) LAYERS %" GYP. BD. PERMITTED LOT COVERAGE: REFER TO CHART THIS SHEET Board oflTrustees DRAWING NUMBER: REQUIRED FRONT YARD: 35.0% EXISTING 35.4'5 NOTE: GARAGE ROOF SOFFIT OF 34.4' PERMITTED TO OBSTRUCT FRONT YARD: O.K. 3 PT - NEW MOISTURE REPELLENT PARTITIONS REQUIRED SIDE YARDS: 10.0' & 15.0' 25.01 AGGREGATE, PROPOSED 12.2' & 15.0' 27.2' AGGREGATE O.K. - NEW 2x4 WD. STUDS 16" O.C. 1/2" GYP. ON 2x4 PRESSURE TREATED BOT. PLATE WITH REQUIRED REAR YARD: 35.0' REQUIRED. 54.0' EXISTING O.K. INTERIOR BOTH SIDES PT. BOTTOM PLATES (1) LAYERS Y2" PAPERLESS WATER REPELLENT BUILDING HEIGHT: EXISTING 17.0'5 PROPOSED FROM FRONT AVERAGE GRADE: MAX. HELD 34.0' T.O. RIDGE NOTE: FIRE RATING AS PER PLANS GYP. BOARD INTERIOR P ROJ ECT TITLE THE PRODUCTION OF THESE DOCUMENTS HAVE BEEN GENERATED USING THE V E THE SCAVELLI RESIDENCE2020 NEW YORK STATE RESIDENTIAL uCODEo.. 00 EFFECTIVE AS OF MAY 12TH 2020 (Ij p, cum T wD1m' D , xESS PRUJEC A LoO Q az u r, O = .' _1 NORTH Q " _ Lo I < U ALTERATIONS TO: r'. = m z N z 1 MAPLE LANE - GREENPORT NY •� 10OM W DWELLING •� � _ � o USES PUBLIC WATER ._ WNEW FIRST FLOOR ALTERATIONS W NEW uBTCHILINGUIRIAN , R .A . ARCHITECT P . C . Z _GA SECOND FLOOR DORMER AS PER PLANS f�0 18 MITCHELL ROAD - WESTHAMPTON BEACH - NY 11978 G�ti •92 ;. �- O � 60 7.39 , c� `��< -.'-. Office - (516) NOTE:297-6917 8.58 EXISTING NINE SUPPORTING CONCRETE PIERS - www. NYa rch itectGT.com NYarchitectGT@Gmail .com TO REMAIN UNHARMED BENEATH EXISTING DECK - TWO NEW FOOTINGS SHALL BE LOT s� ��� oGK c�R$ '"" •�•� po � i�M B� Res... WV � INSTALLED cEG`p ppX\MpT` � E�o 8.s ,�z- �. ,� EN , tpN o. �P. M . v'., VACANT r'O O �ZNE pME\Ep fl CZE �R j EXISTING W �t� 2F ppOPE05HOXMAtE �I�� 5 0 WATER RVI 0 x LOT COVER "A' GE INF RMATION GA)N 00 L 1 0 6 9 \ � TANK QR°��o�.90 -- 9.51 yL � W O EXISTING PROPOSED TOTAL 3� 11. ��' ti° 2 I' o o 3 r ,10.69 5.69 a NEW SHED ROOF OVER _ �j Q c- WOOD LANDING / �- 71 �, �C` NVI EXISTING WOOD DECK FR�OPOSSEDS " C) • • DWELLING 2 250.62 - 21250.62 1.4'N 3 ::;; :ii. pDEY Ex INE '* E z < ::: : •:. .:••. - ELE ED'*A 1 3'' " PROPOSED NITARY W O :.�' :'.'•.:. G3 ° -''s.s3 woo cK �t EXISTING 1 STORY ,=' S I- W �\�9� FRAME DWELLING PP SYSTEM REFE 0 W DECKS 554.7 S. F. 353.7 S.F. 353.7 S.F. d�� :: :::::::::':.':o�;-�'�2�, --- c ��" Z� �� = Sill pC z , I � HOUSE#1010 2 ps s PG.2.S � , /- '•.�. • ' --.- 9.80 1 x OS ETI ORE ,✓� �/ ti p �'''' - woos NEW ROOF 1 'S ORE (V �O -, . O 2 05. - 2 604.32 S.F. �' : s O TOTAL �O 32 S.F. ! Q .::: :: BOAT WER S-�EP f OGRE NG F EM NTA 6 o 1 , -� O �� W 5. 1 :.:.•;;;'. STATI y2 �cA SUNRWM ; Bp,S N IGN EXISTIN 2 CAR - -' 6.08 RIDG GABA . ELGIUM BLOC CURB .O � a z EXISTING . :::;:::::f '° p 325' CD B w °C Q o Ac 212 '° GRAVEL 13.11 0,, W -� �, �gb9.09 .-' o " w 11.0 Y �: - �E __-- DRI 12.53 12.87 > �- W ALLOWABLE PERMITTED PROPOSED ' ° CURB ,2.0'E ., J UM BLOCK FENCE FE' 1.0 N 0.99 \dOOD 0.3'N Q LOT AREA 13 246.25 20% 2649.25 21604.32 S.F. 2,604.32 S.F. °°�9�f ::::: � :: %3 '- �'�-- 5= ---_ °5N '°.72�'N '.- CURB U Q �, > > > �3 gC CVRB, q� ,,x, ................ O C/) 20% 2 492.07 � ,-- ~•:;::.•?�F`�:�:. 9.60% FE• ,2'N .... ... .. .... . ... NE UF....EVERG E S .LI REN BUILDABLE AREA 12 460.35 - 8 75 Q HIGH WATER ALONG 23:• .1 .................... • L1J WOOD BULKHEAD 5.87 6 40 EXISTING DECK3 C) 0TO BE REMOVED 1 7 O . 't Q LOT 59 O NOTE 1 - EXISTING PERMITTED IMPROVEMENTS WERE APPROVED PRIOR TO PRESENT 0-0 o � 4-��� W " - ALLOWABLEg 2 16 DEFINITION OF BUILDABLE AREA AND WERE WITH IN LOT COVERAGE S DWELLING M NOTE 2 - PROPOSED SECOND FLOOR ADDITION TO BE DIRECTLY ABOVE THE EXISTING m N USES PUBLIC WATER o PERMITTED FIRST FLOOR AREA = 13,246.25 sq . ft. w CIO0 > NOTE 3 - NEW SECOND STORY IS EXEMPT FROM TRUSTEES PERMIT AS PER CHAPTER 0.304 ac. Q NOTES: a a o 275 YA1J 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 0Lu 05 _I Cn EXISTING ELEVATIONS ARE SHOWN THUS: x0.00 0 J m w K Y � z � _ 2. FLOOD ZONE INFORMATION TAKEN FROM. W } W w FLOOD INSURANCE RATE MAP No. 36103CO176 H DRYWELL CALCULATIONbi : m a m _ CU co 1 m _ rN*D> L UQ L-5 v 19 n H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 1) BASED ON: 2 INCH RAINFALL V ~' ELEVATION = 6 (STORM WATER CALCULATION) ZONE X: AREA OF MINIMAL FLOOD HAZARD (2265)(2)/12(1.00) = 337.5 CU.FT.VOLUME REQUIRED. TOTAL REQUIRED: 337.5 Cl m ______ - EXISTING WORK TO BE REMOVED - EXISTING WORK TO REMAIN EXISTING (2)4'x6' DRYWELLS= 104.5 CU. FT.PROPOSED (2)5'x8' DRYWELLS=264.12 CU. FT. V TOTAL EXISTING/PROPOSED= 368.62 >337.5 THEREFORE O.K. Z Q NEW FOUNDATION °r�000 PSI E SCALE: 1" = 101 350 - EXISTING 2x4 FRAME STUDS TO BE REPAIRED, SISTERED Z AND OR REPLACED ONCE EXPOSED. REPLACE INSULATION Q AND /V2" GYP. BOARD AS REQUIRED TO MAKE READY = - , :,;,r A?z Cr rift F9„ . Q _ - NEW 2x4 WD. STUDS 16 O.C. 1/2 GYP. ON SD - Rr" P : 27 BLOCK: ® �� ■ ■ ■ INTERIOR. R-20 INSULATION BET. BUILD. C® NYS APPROVED SMOKE AND CARBON DETECTOR 6 S �+ ■ 3rJ DISTRICT: O®® . R40 1/2• CDX SHEATHING, 15 POUND BUILDING PAPER & EXTERIOR SIDING TO MATCH EXISTING; PAINT. APPLICABLE SECTION 280.1 24 (NONCONFORMING LOTS) D F l� - NEW FIRE RATED PARTITION "A" LOT: IRREGULAR: 1352461.25 S.F. (.30 ACRES) MAR - 8 2023 m 2 2x4 PRESSURE TREATED PARTITIONS Q - IJEW 20 WD. STUDS 16" O.C. 1/2" GYP. ON WITH (2) LAYERS 5/" TYPE "X" GYP. BD. EA. SIDE 280-124 (B) LOT LESS THAN 20,000 S.F. southold Town 10 INTERIOR BOTH SIDES SOUND W/ ACOUSTICAL INSULATION CEILING TO RECEIVE (2) LAYERS %" GYP. BD. PERMITTED LOT COVERAGE: REFER TO CHART THIS SHEET roard of Tru ees REQUIRED FRONT YARD: 35.0', EXISTING 35.4', NOTE: GARAGE ROOF SOFFIT OF 34.4' PERMITTED TO OBSTRUCT FRONT YARD: O.M. DRAWING NUMBER: on NEW MOISTURE REPELLENT PARTITIONS REQUIRED SIDE YARDS: 10.0' & 15.0' 25,01 AGGREGATE, PROPOSED 12.2' & 15.0' 27.2' AGGREGATE O.K. - NEW 20 WD. sTuos 16° O.C. 1/2" GYP. ON 20 PRESSURE TREATED BOT. PLATE WITH REQUIRED REAR YARD: 35.0' REQUIRED. 54.0' EXISTING O.K. INTERIOR BOTH SIDES PT. BOTTOM PLATES (1) LAYERS Y" PAPERLESS WATER REPELLENT BUILDING HEIGHT: EXISTIMG 17.0', PROPOSED FROM FRONT AVERAGE GRADE: MAX. HELD 34.0' T.O. RIDGE NOTE: FIRE RATING AS PER PLANS GYP. BOARD INTERIOR 49'-2" 9'-8" 17,_3„ 20'_7" U a: E �\ a � Fu � m E oZ � o - - - - - T =_- = =—� i i � \ \ � W EXISTING PLANTER TO REMAIN j \ \ = z z - - - - - - - - 1 •� CL 05 4o I w EXISTING I F- Z II WOOD DECK EXISTING >.ISTING ( � TO BE REMOVED S N ROOM WOOD DECK (� II N II r----------r------------T--- EXISTING W _ TOILET EXISTING DINING ro * U z EXISTING o EXISTING ' �- o ROOM KITCHEN BEDROOM G.C.TO VERIFY LOCATION OF ALL BELOW GROUND UTILITY LINES PRIOR TO THE DEMOLITION OF ANY BELOW GRADE EXCAVATIONS INCLUDING BUT NOT LIMITED TO GAS,ELECTRIC,SPRINKLER AND WATER LINES. W O 1 Q 99_811 17,_3„ 7'- 12'_7„ �, . . Z DEMOLITION PERFORMANCE DISCLAIMER. cn o Lu ________ __ _ EXISTING W ~ M r LET _ THE ARCHITECT AND OR HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION IS PERFORMED.THE CONTRACTOR AND HIS SUB CONTRACTORS Lu SHALL REMOVE AND/OR PERFORM ANY AND ALL DEMOLITION IN A PROFESSIONAL MANOR IN ACCORDANCE TO GOOD GENERAL PRACTICES SHOULD IN THE EVENT STRUCTURAL `E�IS;fIN;G �TAIR11 DAMAGE OCCUR DURING PERFORMING DEMOLITION PROCEDURES,THE G.C.SHALL STOP WORK IMMEDIATELY,TEMPORALLY STABILIZE AND CONTACT THE ARCHITECT IMMEDIATELY Q i CL CL FOR RESOLUTION. J — W ir------------- L �j CL CL �- DC Q ❑ N W W � � DEMO EXISTING HALLWAY I EXISTING --� J N __ Q Q FIREPLA ❑ -----------------------a ------ EXIST. 4" VENT STACK U EXISTING LIVING ROOM ' ' ' �L ROOF LEVEL I I EXISTING i ' EXISTING 'j� LICENSED PLUMBER TO SIZE AND 0 O N DETAIL ALL WATER AND WASTE AS o BEDROOM I ----- BEDROOM PER CODE. DRAWING FOR o -- PROPOSED MASTER BATHROOM PROPOSED BATHROOM SCHEMATIC PURPOSES. _ _ z 2" _ _ --- 2" o EXISTING _ ,, L _ ____�-- -� r - W ' CL ' ; ; I LAV. I TOILET TOILET I L,o,V, I N FOYER o ITUB TUBI a °O ' 4 ' SHOWER „ Q- �„� EXISTING STOOP SECOND FLOOR N ' ' N 3., 3.. ��, 2.. -------- - m TO BE REMOVED 4” 4" 0 = UJI EXISTING STAIR EXISTING BATHROOM EXISTING BATHROOM o Co I (RENOVATE) (RENOVATE) I I o O U 2" _- 211 -tt--- ---T____j--- ------ --- - ------------- I I I I I I I I I --� EXISTING KITCHEN z z TO BE RENOVATED Q ¢ W U' o BA SINK I I I LAV. I TOILET TOILET LAV. I I z - E j j z w °� 5 S J aU) I I ITUB REPLACE TUB I I SINK DW cn 1 1 11 = WWITH SHOWER I I x 0 z w6'-5" 10'_0" 2412'_7» 21 oz 11 FIRST FLOOR z I I 2.1 �� 3.. 3.. 2.. 11 -------- - V H H W i 32'_8„ 11 4" 4,. 411 4" 11 = m � m = � II II c� z U � � � (amu' Cu 4" F.A.I. o EX15TI NG GARAGE WLuLn U- _ m N N N FOUNDATION-BASEMENT LEVEL -_-_---- - Co N N Q C.O. U z E � WE Q HOUSE TRAPR TO SYSTEM VU A R - 0 2023 Q HOUSE DRAIN W Q� Southold Town c ul 2 Board of Trustees Vr o o O PLUMBING RISER DIAGRAM 24'-2" NTS m Q 0 EXISTING FIRST FLOOR/DEMO PLAN DRAWING NUMBER: Scale: 1/4" = 1'-0" EXISTING CONCRETE NOTCHED EXTERIOR LUMBER NOTE . 49 -3" PIERS TO REMAIN OTCHED DOUBLE V 16'-5" 20'-4" � NGER STRINGER Q. ALL EXTERIOR LUMBER TO BE PRESSURE TREATED TYPE NOTE: TWO NEW FOOTINGS TO BE INSTALLED 4-J a NA ALL FASTENERS FOR PRESSURE TREATED WOOD ARE TO BE HOT / -- __- SEE FOOTING DETAIL"4"THIS SHEET QUj °rte° EXISTING NINE SUPPORTING CONCRETE PIERS / +-+ rn E DIPPED GALVANIZED OR STAINLESS STEEL AS PER R319.3, TO REMAIN UNHARMED BENEATH EXISTING // // \ \ :� W-11 SIMPSON STAIRCASE ANGLE T21 OZ BOTH SIDES DECK // // /0 %j/ 6 % \\ \ L_ Z /. S \ \ Q Q Z v ---- TWO NEW FOOTINGS SHALL REINSTALLED //�p��5��PQ;� �(`��p\ Ff \\ \ O = Lu DETAIL @ STF;INGER -------------� ---_ 17'-3" 21'-0" U 353.7 S.F. 15" DECK TO BE °' m WALL L � � REMOVED NOTE: LEVEL KITCHEN AND SUN ROOM i _ o z FLOOR TO ACCOMMODATE NEW HARD o = °' EXISTING DECK TO TO BE WOOD FLOORING EXISTING C.0Q _j Q REMOVED _ _ _ _ _ / I w m } c 4 DC -i LU WOOD DECK = z _ _ _ _ _ _ O Ern — — — — — — — EXISTING PLANTER NE 3" _ a 0 J 'L 21" CLEARANCE F W 10 CD LINE OF NEW ROOF ABOVE _ .t Q t LL 21 CLEARANCE F `� FIXED GLASS PANELS ,� NEW(3)2X 12 ML W/ (2)4" IF -� .� In U _ LU INSTLING---- PROPOSED SHED ROOF ABOVE U } / O D w I HOLD I W NEW 2x12 JOISTS @ 16"O.C. z MIN. TOILET AND SINK CLEARANCES y C) v I5'-0" 0 0 0 >-I CEILING HEIGHT o „ ca CENTER PICTURE WINDOW TO C rn z Oo I / I O ----- r- rn ►- EX15T1 NG ;I�________________ __ REMAIN REMOVE AND REPLACE I rn s` w I N SD CO I o I i t N Vr I I I I » I > » I (2)252'x52"DOUBLE HUNG SIDE �' I N SUN ROOM I `° 7 -7 , 12 -7 N r rn z I I INSTALL SOLID DBL. `- WINDOWS WITH-IN EXISTING � z III ROUGHING cDt� U w I I -� LL, I i i I BLOCKING AT EDGING � I INSTALL HIGH W12x40 STEEL BEAM FLUSH I C I I OI MOUNTED TO NEW 2x12s AND POSTED DN TO O z I FOUNDATION WITH STL.COLUMNS. I Illj> �!III 15" I - - - - - - - - - - IzIto WALL r F- HIGH(2)2x12 ML.(W)J"FLITCH I 28' II EGRESS REQUIRED II - I- - - - - I C) - - - - - - HIGH(2)2x12 ML.(W) "FLITCH W CREATE NEW 12"NIB WALL I • z WALL SECTION TOACCOMMODATE I DW G NO :BATHR00 I � FUTURE ELECTRIC SWITCHES I 0 BE U z I o W, I I ENLARG D RENOVATE R00 BY OTHERS z z !— N m a NE I COUNIr R ISLAN EXISTING o to RANGE — — — — I Q N SD/cO I KITCHEN_6 p �, _ _ _ o O 0 LU � LU W Ln 21 CLEARANCE--" EXISTING Ip r 22 HOLD 9 0 CEILING HEIGHT N W �, -- N " , X N I_ NOTE;REMOVE EXISTING CEILING BEAMS EXIST)NG " `" W DINING 16� AT 9'-0"CEILING HEIGHT SECTIONS AND FINISH W IS ING o o LU INSTAL .--, z W -- I TO UNDERSIDE OF NEW 2x12 CEILING BEAMS I BA ROOM `" w W � Z ROOM ( s NEW R - 'BEDR M W N N 6-0" CEILING HEIGHT — — STNLry Z LL, "' ,,, Q . REF 6-0" CEILING HEIGHT � Z (D 0 ZV Z HIGH(2)2x12 ML. I N MIN. TOILET CLEARANCES - J _ _ _ _ _ _ SD/CO W .,� 0 l� z ,� - w C L of Q NEW LAU Ry SD/CO �� Q z — _ HIGH(3)2x12 ML.(W)(2) "FLITCH — ¢ v O E Uj � Q 15" 15" WALL _ _ = = = HIGH(2)2x12 ML. _ J F INSTALL NEW LAUNDRY C L C Ltt � NOTE: DEMO EXISTING I CHUTE TO BASEMENT N N � W LEVEL COORDINATE WITH J M FIREPLACE AND FLUE AND _� ; NEW HALLWAY CLOSET ABOVE AND ADJUST Q REPLACE WITH NEW I SLEEVE AS REQUIRED OWNER SELECTED AND " U Q PURCHASED ZERO " 9'-O" I o z EXISTING LIVING ROOM 49'-2" V 9'-8" 24" 10'-0" 6'-0" 6'-0" �' E .r}.,., o LOAD PATH NOTE: ,U � ca IF r-I ILD ONCE STRUCTURE HAS BEEN EXPOSED CONTRACTOR TO REVIEW ALL LOAD BEARING WALLS FROM HIGHEST LEVEL OF DWELLING TO z o EXISTING FOUNDATION.SHOULD ANY LOAD BEARING WALLS BE Q a0 = EXPOSED OTHER THAN WHAT HAS BEEN SHOWN ON THESE PLANS Q °C v : CONTRACTOR TO STOP ALL WORK IMMEDIATELY AND CONTACT oC —' Q _! W c0 01 W N Lb >- ARCHITECT FOR INSTRUCTIONS TO PROCEED. = z z EXISTING (ic � o o � U .. CL Lu WOOD DECK � 0000 2 o Y NEW L\/L BEAM- UPSET INTO BATHROOM : coo , _ t o FLOOR CONSTRUCTION EDGE OF NE ROOF EDGE OF NEW ROOF ALL BATHROOM GLAZING TO BE TEMPERED GLASS — Ln LU NEW OAL\/ANIZED STEEL o AS PER PLAN LOCATION v U-BRACKET SIMPSON COLUMN NEW 2x10 R.R. NEW 2x10 R.R. Lj } z 0 o EACH BATHROOM TO HAVE A 110 CFM EXHAUST FAN. ~ 3 GAP L003.5-4 @16 O.C. @16 O.C. � NEW SHED ROOF ko >, 3 WELDED TO PIPE- SIZE AS NEW ROOF ABOVE WIRE TO TIMER SWITCH AND VENT TO EXTERIOR THRU 4" -0 3 REQUIRED FOR NEW L1/L BEAM EX15TING 5UNROOM N' 8,-0„ N' ALUM. DUCT C7 in POCKET-1/.I.P. 0 0 p N N n= X X N N N 3 1/2" DIAMETER PIPE COLUMN NEW COSMETIC EYEBROW TH z z SET IN NEW SPREAD FOOTING z GLAZING SEE REAR EL TION BALCONY o 10'-10" 7'-0" 1 '-0" 13'-5" �� • TO SEAM DETAIL EGRE55 REQUIRED FLU5H MOUNTED RAILING EGRE55 REQUIRE 4' 10" 5'-0" 6'-0" SCALE: I = I '-0 w fX15TING BUILDING LINE BEL W EXISTING 5UILING LINE BELOW U Z INSTALL 2x10 CBS @ It'O.C. 3 80 / t STAIR COMPLIANCE. STALL 2x10 CBS @16"O.C. ne ,`�, - mI s = W NEW STAIR SHALL COMPLY WITH SECTION R311.5 1� - BAT RO X ATTIC/CRAWL ACCESS. p \ / r 11 -0 � MAINTAIN-PROVIDE REQUIRED CODE COMPLAINT 0- OF THE RESIDENTIAL BUILDING CODE OF NYS A� o NEW o , } NEW o J I Q » _ � �„ 11 I \ `�,/ RES-ACCESS TO ALL ATTIC-CRAWL SPACES.ALL PERIMETER s z MAX. RISE 8 ( MAX BETWEEN SMALLEST AND LARGEST RISERS) rn ��\ N I CL o BEDROOM NE J sr ACCESS DOORS TO MATCH REQUIRED INSULATION SEAL („n 0 W " x x I I M VALUE FOR CONTINUOUS ENVELOPE AS SPECIFIED W MIN. TREAD 9 FROM NOSING TO NOSING �,� L \ z t \�/ W N (SMALLEST AND LARGEST TREAD) SD/CO BATHROOM l�� }� „ NEW \ � Io � - z � NOSING MIN. 1 MAX. (5 REINFORCED PAD LAST RISER) o \ PA IAL RAILING SYSTEM. BEDROOM z /EW m o VAI TE CF.�L.INGC.\ `� ` N NEW RAILINGS SYSTEM ANCHORED AS PER �� I-- W SD/CO t MANUFACTURER'S SPECIFICATIONS(ALL RAILINGS TO �� Q Z NOTE:ATTIC ACCESS SHALL BE � CL �r=��, ATTIC ACCESS SD/CO N� Ry L FREE STAN DI N � Q WEATNOTE:ATTIC PESSSH I I I DOUBLEBOX Ip NEW HALLWAY NEW MA5TER SUITE WITHHOLD 200 LB LATERAL LOADS AT TOP OF RAILING W INSTALL ML I a x 14 RIDGE 11 I I AROUND TE --� INSULATED TO THE LEVEL OF THE - - - - —t— - - - - - TI J9 - - - - +I AND IN ANY DIRECTION AS PER CODE 36 /42 IN HEIGHT W INSTALL ML 14"x 14" RIDGE INSTALL ML 14"x 14" RIDGE oO AESTHETIC SELECTION BY OWNER •~j J SURROUNDING AREAS AS PER 11 _t ( I � � � 2020 ECCC OF THE NYS R402.2.4 I r J I 'j 32x80 INSTALL 2x10 CBS @ 16"O.C. ` 32x80 L- J NEW HALLWAY U Q r --- s0D/co Ln� o SD/CO m rn t o C) O DNY j I IN. "'vl�� 48x80 OCKET Q t so L /? � FLP, C I_� Il I C:) o/ti NEW / PROPOSED OPEN LOFT ' o `� , ti} WALK IN `��, _ kA,AR - 8 2023 0 Io z I CL05ET z t � 19 -3 z 13 8 15 -0 j.: o � / � '� � O �CL_ � ' � t Boa dloflTrus Trustees cv w t o FOYER BELOW UPLIF m UPLIFT coNNecT7oN IS REQUIRED Q AT EACH END OF THE HEADER AND AT 00 BOTTOM OF HEADER 97UDS IN ADDITION W lu VAULTED EILIG 5H LV_ AT TTO OP AND BOTTOM OF CRIPPLES. O U INSTALL 2x10 COS @ 16"O.C. ADJUST CEILING HEIGHT WITH TOP OF o o HIEN NOT ALIENED WITH RAFTER, ¢ ¢ Q LU CONNECT KIN&STUDS TO TOP PLATE, C WINDO HEADER -I I o I -t sEE Roof 57RAPPIN&°er^'L ^^ z z G Amm= s— �TOP OF TOP PLATE 1 MAIL '• z Q N BOOP PRAMINS Q ui oL50 )- c0a Jof L_ J oz mg F- o W -� -� I— 0 E 15 —8 cRIPPLe V z V F— EL. @INSTALL Ocx� .C.TYPICAL RAFTERS g DOUBLe roP PLATE W } Uj } W z bi X , » , z , » = Q Q = W � NEW 2x8 RIDGE N 2 -10 13 -7 13 -2 U cn it� eADee �t�''N SACK 49'-2" MM PULL LENSTH WALL STUDS Of PR,4MED oPENIM&POR NEW WINDOW OR EXTERIOR DOOR U ROOF OVER GARAGE R308.4 - GLAZING IN HAZARDOUS LOCATIONS: z lh� GLAZING IN THE FI SL DI GDOORS ANDFIXED SIDELIGHTS,TUB AND SHOWER ENCLOSURES, DJACENT TO DOORS WITHIN Q Q NEW 2x8 RIDGE N 24",AND WINDOWS WITH AREAS OF GLASSGREATER THAN 9 SQUARE FEET,HAVING THE BOTTOM EDGE LU OF GLAZING LESS THAN 18"ABOVE THE FLOOR,THE TOP EDGE OF GLAZING MORE THAN 36"ABOVE THE _— —_ —_ —_ —_ —_ _— — Q ,ljdB�I z FLOOR AND A WALKING SURFACE WITHIN 35"HORIZONTALLY FROM THE GLAZING. T — 7T — — Tl- — —IT TQ� No UPLIFT JiLTORS I I I ¢ — 2 REQUIRED 7�IIS AREA CO O J��ee �P EXISTING RAFTER BEAMS TO REMAIN EXISTING RAFTER BEAMS TO REMAIN = b J m So.STRAP TIES MANUPA47URED ! BY SIMPSON STRONS-TIE CONNECTORS USE SIMPSON Z-MAX OR FIDS CONNECTORS V MODEL No.C6I6 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE I.� STRAP TO HAVE MIN.141 BEARINS ON THE STUD POR ALL HARDWARE IN CONNECTION AND WRAP UNDER SILL PLATE AT FOUNDATION. W/AGQ LUMBER UPLIFT CONNECTOR DETAIL m Q SCALES 3/4" I'-0" PROPOSED SECOND FLOOR DRAWING NUMBER: Scale: 1/4" = 1'-0" An M3 INSTALL R-13 FOAM UNDER REAR AWING ROOF PLYWOOD AWNINGS W/AIR VENTS AND CONTINUOUS }. INSTALL R-13 FOAM UNDER REAR U BAFFLES (TYPICAL) AWNINGS W/AIR VENTS AND CONTINUOUS �- E TYPICALzxbi2x4 BAFFLES (TYPICAL) 4-J o GaLAI:nE V 00 TYPICAL 2xIO/2X8 AIR FLOOR DETAILS AT ROOF D RAPTER ,uaacle TM►�er N0'PAfArls oMca arrow 0 W V F— .�E 10�� L Z l7 INSTALL GUTTERS AND LEADERS AS REQUIRED Q a0 _ 2x12 RIDGE roa J LU Q L f\ EXISTING ' Cn z N �CA _ ."M A.,OANM-ea.T?HIO" V z � E' E�°"� WOOD DECK al.Mq•ovw06AWANUM TV Lm O E Ln SIMILAR PLYINS&ABLE w Pe•w,+rAc ul�.recexwnaw • ~ O Ln PITH DIFFERENT SIZE CLV PR MINS-SEE ROOF ren nma,RAM ewo-a Roar •� LU 00C ~ PLAINI C b U — Od oeelm"T"MUM 4A V_, Q LLLL. a� 2 O NEW 2x10 R.R. NEW 2x10 R.R. �"`�,,, .� F— J✓ @16"O.C. @16"O.C. NEW SHED ROOF :E w 0 0 Z NEW ROC F BELOW OVER 5LINROOM cv PROVI CRICKET N N `°`"""'""""" "" WX Mr.a,.,,•°,r,�,X. fV fV w.I•Fol RWAa '•• LU OR APM%OVW AS REQUIRED "�"G'"°"' °� Z BALCONY Z � N a--I &ABLE END STUD x N W PORCH 5TRA4FF I NCS DETAIL 2x10�2X8 LADDER TRUSS NEW 2x10 R.R. /Z ECAL.E, 8/4' NEW 2x10 R.R. @ 16"O.C. 1 @ 16"O.C. 2X81 2x1O PLYINs NEW 2x10 R.R. I NEW 2x10 R.R. LU 1e'`FTER @ 16"O.C. @ 16"O.C. Q I HURRICANE ANCHORS MAM PACTURED BY oC SIMPSON STRONG-TIE CM4151,TORS MODEL.No.H2.•UA DOUBLE PLATE p OR APPROVED EQUIVALENT AT oG RMTER TO PLATE GONI.5C11ON BOTH SIDES Nt1EN RAFTERS DO NOT ALIGN WITH STUDS LU ICS x z 8001= DETAIL w W SCALE, 5/4' ■ r-O• `I NEW PRE-CUT EYEBROW 'LF > �, O W SIMPSON STRONG-re C0NRWTOR X I z "• VERIFY IN FIELD SIZE-LOCATION a � 3 �I,Lz To BE us>�WHEN Q_ miv x ,aft Q RAFTER ALI&Ns WITH STUD —` �., _ . . z _j LLJ CNI W S' l0 ZLLJ 1 > �� AO bd 3POUR INTO sIDCOF T / • \I O W 1 Q Q � Z �� 10 I LU �F— LIJ f� 1 oC _ • O • • • ROOF I V 1 LLQ CONNECTION OF MULTIPLE �! z Dd�BLE TOP PLA PIECES OF TOP-LOADED BEAM '<y I o PROVIDE CONCEALED ALUMINUM I z S F 1 0 FLASHING AS REQUIRED TYPICAL O 1 i 13/4' Width Pieces: 1�j w • Minimum of 2 rows 16d (3y") nails at 12" o.c. INSTALL ML 14"x 14"RIDGE INSTALL ML 14"x 14" RIDGE INSTALL ML 14"x 14" RIDGE J Q z • Minimum of 3 rows 16d (3Y") nails at 12" o.c. PROVIDE CONCEALED ALUMINUMPROVIDE RIDGE VENTING AS REQUIRED W < for 14" and deeper beams FLASHING AS REQUIRED TYPICAL STUDS•Ib•oG. � w I ' • Nailed connections require an additional row of ❑ ° TUD PLATe Ties MANUI•ACTUReD BY sIMIPSON �I 14 nails when nail size is smaller than specified I Two PL NAILS OTRAPPR V D MEGTORs MODEL No.RSTU Q above (minimum 0.131" x 3.25") INT°PLATES OR LATE OED EQUIVALENT R F ERS STUD n ; ASPHALT SHINGLES AS SELECTED OVER 15# 1 1 AL PLATE GOM�GnoN Vit RAFTERS Do NOT 3/ Width Pieces: „ 1 cc, IBHTTU NAILS ALIEN WITH STUD U Q INTO STUDS " BUILDING FELT PAPER OVER 1/2 CDX o s o 2F` V) G • Minimum of 2 rows Y bolts at PLYWOOD SHEATHING-TYP. to " 92 F c� � O 24 o.c. staggered as I� of Li ��' �I f��i LU e—I O C-4g or g may be Additional nailing boltin m s' @' ROOF 5TRAFF I NC DETA�I L required with side-loaded multiple member = � I� �F `' �1 z JiLU PROVIDE ICE PROTECTION AS PER 2020 J w > 1 w SCALE, s/4' • 1'-O' beams. Refer to current product literature. � > �,�� Q w 0 NYSRC ICE BARRIERS WHICH CONSISTS OF AT LEAST 2 LAYERS OF Q 0 ``' '— � .off ¢ °C IQ � E2 UNDERLAYMENT CEMENTED TOGETHER z IUD ZI o ``� ?I > OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET.TO BE 'o � o INSTALLED ON ENTIRE ROOF. NEW 2x10 R.R. 1 NEW 2x10 R.R. NEW 2x10 R.R. I NEW 2x10 R.R. N @ 16"O.C. @ 16"O.C. @ 16"O.C. @ 16"O.C. m N NEW 2x10 R.R. NEW 27111 x10 R.R. @ 16"O.C. 1 @ 16"O.C. > _ mo WALL STUDS a 16"04. NEW ROC F BELOW .n•Mw&*043vroft mom"elvem 10.rMam Ib&a.COIL STRAPPIN& MANUFACTURED ¢ Q Q n•�ARRP/67 QiJIVALQIi TO MUM HKBY SIMPSON STRON&-TIE CONNECTORS LU yi WEIL No.C616 OR APPROVED EQUIVALENT W USE A I IJ (D0 ,L,��Q BOTTOM PLA NAII J m Z W • • ' oC RIM.101ST TOTAL OP W = 7 = Z \, NEW 2x8 RIDGE N U �0_ W a 4WD �^L� •0q" � = W INSTALL GUTTERS AND LEADERS AS REQUIRED W >- W LL a) J•a MM"K,UI�".Mv.ON NM VP4 AFFRO� ca 100 ° jI r/�N sus PLooR .•e�e,w�,eocal,anon FLOOR JOIST .,,m,l..,,c�a•l'OW"D EXISTING RAFTER BEAMS TO REMAIN EXISTING RAFTER BEAMS TO REMAIN MMM 14.AM I!4RW�D e■MALOR IWTAIMO N Melt 64 so HEC71711 DD l° VLrAG1111mY MEG1Af:d. !M"P/1G71a®"N0'rom •TI!°,1.+}!f.OHC7M,IM yMLL•IIAI 9x YWJ.M M°Oe.w.1•TAI�ATT7•P/m eauvAt W Ti I, tID A• FNNrAC,I�I.••tecP1fA7101M TO D,7Q0 MR n•oa+r.no A1C Cr ACI•°!• /� k4 /� �� I NBAI OEM BY SIMMPSON STRON9-TI CONNECTORS C A ALE END Y`4ALL DETAIL `\.L.��Q I IODEL No.0516 OR APPROVED B4UIVALENT ALL STR ,PPIN6 TO BE N I N 4 INSTALL®AS PER MANJFAGTURES •Z SCALE, S/4 I-0to SPECIFICATIONS AND NYS CODE NEW 2x8 RIDGE N WALL STUDS• 16.O.G. Q Z FLOOR JOISTS d8� I�1 TO BE CONNECTED TO NEW�N ter+BY sIMPsoN sTRON&-TIE(LUS SERIM)SIZE AS APPROVEMOR AA EXJNEW FLOOR JOISTS ER Q FLUSH BEAM DF-TAIL STRA�FF I NG DETAIL � o s o (0 SCALE, 5/4' ■ 1'-0' SCALEI 5/4' ■ 1'-0" z d� J•( +` /� U m MAR - 82.023 Q PROPOSED ROOF PLAN 1450 S. F. Southold Town ,mrd of Trustees DRAWING NUMBER: Scale: 1/4" = 1'-0" APPLY(2)LAYERS OF EXTERIOR GRADE j"CEMENTATIOUS BOARD CHIMNEY EXTENSIONS AS REQUIRED MIN.3'-0" READY FOR FAUX STONE VENEER FOR CHIMNEY EXPOSURE FROM ANY ADJACENT RIDGE LINE NEW CORBELS AS PER OWNERS APPROVAL NEW CORBELS AS PER OWNERS APPROVAL (TYPICAL) CU (TYPICAL) NEW ARCHITECTURAL ROOF SHINGLES p_ E AS PER OWNERS APPROVAL 4-J ADD 16"COSMETIC ROOF V oo AS SHOWN - 4 J E U 0 z L NATURAL CEDAR PERFECTION SIDING AS PER Q Q . - r- +� OWNERS APPROVAL (TYPICAL)AT HIGH -'A AQ 0 = ! rn "°"#"°T"" POINTS AS SHOWN cc V Lromm WNW DOLTm AS a m eA VMZW M ANe12"W5 NANII•AOTL*W er NOTE:ALL ROOF PITCHES TO 12 12 12 oZ rj COWZ N AMP U*"M��+*"°°aHo.A"°" BE VERIFIED WITH RIDGE = Z LID V2"V2•LAS DOLTS 12 WINDOW STYLE: Z ('6 Fv_- 0 E 1 as'Oa.WAeeDRm HEIGHTS TO ASSURE WINDOW w o ASMOLT SHNSLl6 TO CLEARANCES AS SHOWN TG11IMIST.OVIM IN WOODRIGHT DOUBLE HUNG •�- o.. w rl WITH 3"MOLDED EXTERIOR w oov 12 •Wx rLYwoov SW-ATHMe Im a*1 O.C. NEW EAVE RETURNS(TYPICAL) TRIM KIT � r � = �' 0 �p 3- 3-5 J IE — E o vI►KL eorrlT // Zo SOMIT m%m?a 3' 3'"5' 3'-5" w W ` •1°'°L• NEW SIDING AS PER OWNERS APPROVAL J 1m oNl.DP TW 410 TW3 410 U z (TYPICAL) FASCIA TW 46 <w > EL-a, TO MATGi pOST V2w V2•LAS DOLTS OALVANI=STf-.ANftZ oLIM 1AMPAeMO '7 BY DKWAL +DMOM°°a"°'''`°°" ADD 16"COSMETIC ROOF o 4PLYWO D euaa00R AS SHOWN V2•R-QI DATT me LATION m1Db 16'Of- VT cax nrwoo°SHUTHINe caVeRPAD OUT EXISTING GARAGE FACADE AS e� MTI NNW&rA;«N's"`O'W SHOWN AND INSTALL EAVE RETURNS •MLYSaYRIM MOD INEU.ATION �0., 30„ S< RT RT ROOF DETAIL s o 40,�� � J >— II _ a` �e TW3 46 w u z SCALE: 3/4 - 1'-0" � o e e Q� c? A.- • N W x ® d. w 112� ,1 u x:,a.,• �, -� k"Y' gmg� �_�'� :aa 's'b s 8. _�� :ca: • • 2. ° Sap 0 w '- _ .a-. �✓"w. o' �i:�, ss� ��" x� �a xsr a e� � � `�9 EXISTING WINDOWS NEW PORCH-COLOR AND FINISH AS PER � (/) Lu Lu INSTALL FULL SIZE VENT AS PER OWNER APPROVAL NEW ROOF PORTICO COORDINATE WITH CEILING COLLAR TIES TO BE RELOCATED OWNERS APPROVAL Z UP AND TRIMMED OUT AS NEW WROUGHT IRON RAILINGS 0 1 SHOWN � .J ~ z PROPOSED FRONT ELEVATION Lu = Q uj 0 Lu J J W APPLY(2)LAYERS OF EXTERIOR GRADE "CEMENTATIOUS BOARD < Q_ READY FOR FAUX STONE VENEER FOR CHIMNEY EXPOSURE < Q CHIMNEY EXTENSIONS AS REQUIRED MIN.3'-0"FROM ANY WINDOW NOTES. c ADJACENT RIDGE LINE V) G ALL WINDOWS SHALL HAVE INSULATING GLASS, OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL.ANY SIZES 4"FLOOR DRAIN - 4"FLOOR DRAIN INSTALL FULL SIZE VENT AS PER OWNER APPROVAL INDICATED ON PLANS ARE NOMINAL ONLY. BUILDER/CONTRACTOR THE SHALL CONSULT WITH THE WINDOW w O FINISHED FLOOR FINISHED FLOOR COORDINATE WITH VAULTED CEILINGS MANUFACTURER TO DETERMINE EXACT SIZE, ROUGH OPENING, ETC.AT LEAST ONE WINDOW FROM EACH BEDROOM = O SUB-FLOORING SUB-FLOORING SHALL HAVE A NET CLEAR OPENING OF 5.7 S.F(GRADE FLOOR 5.0 S.F)W/A NET HEIGHT OF 24",A NET CLEAR OPENING OF 20" AND A SILL HEIGHT OF 44 OR LESS ABOVE THE FLOOR FOR EGRESS PURPOSES. GLAZING IN DOORS AND FIXED WOOD JOISTS WOOD JOISTS GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITH-IN 18" OF THE FLOOR SHALL BE TEMPERED GLAZING AS 4"WASTE LINE PER IBC, BOCA AND CABO AND STATE AND LOCAL CODES AND ORDINANCES --� 4"WASTE LINE ELEVATION SECTION N m N FLOOR DRAIN DETAIL W F REQUIRED NTS NEW BOARD AND BATTEN STYLE SIDING AS PERZ Q Q ¢ 0 OWNERS APPROVAL (TYPICAL)AT HIGH POINTS AS o Q SHOWN w � Q Q � Q F W Cn c� o �- J NEW EAVE RETURNS(TYPICAL) z ~ NOTE:GARAGE FRAMING AND w � = z = !-- z Of NEW SIDING AS PER OWNERS APPROVAL RAFTERS TO REMAIN UNTOUCHED o U W p - 3-1 e 3-1 _ 3-1 L1J >- >_ W J (TYPICAL) 3'- o 0 o AS SHOWN COSMETIC ROOF o = Q ¢ = w � // // �^ o U o c� cn W o FURR OUT FRONT WALL C) 6I AS PER FRONT ELEVATION °- TW 10 TW3 410/ TW3 �0 TW 410 0 J FACE MOUNTED RAILING m Q U Z Q_ Q 3'-1" _ 3'-1" _ 3'-1" EXISTING SLIDING DOORS El ER w = ¢ .;lk co TW3 10 TW3 410/ TW3UIZ EXISTING WOOD FRAMED STEPS TO REMAIN z D z P"AR - 8 2023 = �t W U H Southold Town �.. Board of Trustees m INSTALL NEW STEPS NEW AZEK TRIM FOR ALL WINDOWS MOCK EXISTING GARAGE Q TO GRADE LEVEL AS UP REQUIRED FOR OWNERS APPROVAL 0 REQUIRED . (TYPICAL FOR ALL NEW CASINGS) NATURAL CEDAR PERFECTION SIDING AS PER DRAWING NUMBER: OWNERS APPROVAL (TYPICAL)AT ALL SIDES PROPOSED SIDE ELEVATION 0 NEW ARCHITECTURAL ROOF SHINGLES CHIMNEY EXTENSIONS AS REQUIRED MIN.3'-0" AS PER OWNERS APPROVAL FROM ANY ADJACENT RIDGE LINE NEW CORBELS AS PER OWNERS APPROVAL NEW AZEK WRAPPED SOFFIT DETAIL(TYPICAL) INSTALL ATTIC VENT (TYPICAL) V NEW PREFABRICATED EYEBROW p.. E Uo00 NEW AZEK WRAPPED SOFFIT DETAIL(TYPICAL) NInTE:01 I RnnE DITruFC TO "E r-1 i Z Q Q u r, a _LLI:AKAAAt�hg= Q w V t NEW BOARD AND BATTEN STYLE SIDING AS z J Q L NEW EAVE RETURNS(TYPICAL) PER OWNERS APPROVAL (TYPICAL)AT HIGH o N V m �- � O ^ = z Z p POINTS AS SHOWN I z H O E Ln NEW EAVE RETURNS(TYPICAL) c� oo = p r� Q L'1 z NEW SIDING AS PER OWNERS APPROVAL NEW BOARD AND BATTEN STYLE SIDING AS uj w c� (TYPICAL) 7 m M M 7'-11" POINTS AS SHOWN APPROVAL (TYPICAL)AT HIGH o Z w NEW AZEK TRIM FOR ALL DOORS MOCKo UP REQUIRED FOR OWNERS APPROVAL fWG8068R TW 32 TW 32 TW 32 fWG8068R c cu (TYPICAL FOR ALL NEW CASINGS) TP2-5 2-5 2-5 TW 46 // � o (D� NEW BALCONY WITH-IN PROPOSED ROOF NEW FLUSH WALL MOUNTED RAILING o J O NEW ROOF OVER EXISTING WOOD DECK NE SH R F PEf PLA S 0000 NEW STRUCTURAL AZEK COLUMNS(TYPICAL) GALV.STEEL LOLLY W/HB+G WRAP 7'-11" / , , TO REMAIN LLIW r>3�b8K TW 2'-5' u z FIXED NELS FIXED 4:NES NEW SIDING AS PER OWNERS APPROVAL Z (TYPICAL) w I '— w O EXISTING DECK WALL STRUCTURE TO REMAIN / z 0 O w EXISTING GRADE = - = - sEXISTING GRADE w INSTALL NEW 5Tn � w R TO GRADE LEVEL A5 (� REQUIRED � � , ^ EXISTING STEPS TO REMAIN PAD OUT EXISTING FACADE AS SHOWN AND CENTER PICTURE WINDOW TO v INSTALL EAVE RETURNS REMAIN REMOVE AND REPLACE O (2)2512"x 52"DOUBLE HUNG SIDE '� W PROPOSED REAR ELEVATION ROIUGH NGWITH-IN EXISTING .� Q 11J LL, _, J w Q � N7N-R!'3bTIVC CGUMRl7t rLM�F"Fls WINDOW N U Q Lamm nomw mm7w"SH" ALL WINDOWS SHALL HAVE INSULATING GLASS, OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL.ANY SIZES eALVANZW en..^S"CUPID MAK rA nWV eY AP�°`��"°°° No."'�` INDICATED ON PLANS ARE NOMINAL ONLY. BUILDER/CONTRACTOR THE SHALL CONSULT WITH THE WINDOWI� O VA"'�•`�"�"'"C.G.•TAeeeem MANUFACTURER TO DETERMINE EXACT SIZE, ROUGH OPENING, ETC.AT LEAST ONE WINDOW FROM EACH BEDROOM '� 02• A T�T� 90 n O Wupt"M-T CHIMNEY EXTENSIONS AS REQUIRED MIN.3'-on SHALL HAVE A NET CLEAR OPENING OF 5.7 S.F(GRADE FLOOR 5.0 S.F)W/A NET HEIGHT OF 24 ,A NET CLEAR OPENING 12 'COXPLYNOW SWAT~ FROM ANY ADJACENT RIDGE LINE OF 20" AND A SILL HEIGHT OF 44 OR LESS ABOVE THE FLOOR FOR EGRESS PURPOSES.GLAZING IN DOORS AND FIXED �— �a R"•*1 04. NEW AZEK TRIM FOR ALL WINDOWS MOCK GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITH-IN 18"OF THE FLOOR SHALL BE TEMPERED GLAZING AS VINYL•ommy SOMT, OO" UP REQUIRED FOR OWNERS APPROVAL PER IBC, BOCA AND CABO AND STATE AND LOCAL CODES AND ORDINANCES 'W°`' (TYPICAL FOR ALL NEW CASINGS) Ium P"mm rAW4A CNEW ARCHITECTURAL ROOF SHINGLES o TO MATGA ff PA GXI ST V2 y 2eLAears VENTED AS PER OWNERS APPROVAL N OALVANZW SIL ANSLE CLOS MANI"•AGTU® BY LUMMIL ArPROV WW mMiYAL�T rave.No.A"OR A 8 00 .m-,��I el�a� 12 W Ur W21 BATT INOLLAWN z > U sr"s•'•'04• NEW BOARD AND BATTEN STYLE SIDING AS •TMMOM~OR A^ " PER OWNERS APPROVAL (TYPICAL)AT HIGH w wATMAtRMAMr SCAM" Q •MLYsryw a Aero PoULAnCN POINTS AS SHOWN �X Q Q Q w cn WINDOW STYLE: w p z m z Lu WOODRIGHT DOUBLE HUNG W J J P Z Of S R T ROOF DETAIL. NEW EAVE RETURNS(TYPICAL) WITH 3" MOLDED EXTERIOR o Lu = Z = � U SCALE: 3/4" = I'-O" 12 � � W �=NEW METAL ROOFING bo cn W } >- W CID NEW(2)COSMETIC DORMERS AS SHOWN NEW GUTTERS AND LEADERS NEW BALCONY WITH-IN PROPOSED ROOF � _ ¢ Q = w cu EXTENDED GABLE 12"(SEE FRONT ELEVATION) d- WINDOW STYLE: FIXED 12x18 46 TW3 4 0 M WOODRIGHT DOUBLE HUNG o WITH 3"MOLDED EXTERIOR = m TRIM KIT Q U INSTALL 16"COSMETIC ROOF AS SHOWN z FFIF[T _ Q PATIO DOORS TO BE Q NEW SIDING AS PER OWNERS APPROVAL �� 200 SERIES Z (TYPICAL) ® ® ® NARROWLINE BY J E TW 046 TW 046 NEW ST ANDERSEN o Q' STRUCTURAL AZEK COLUMNS(TYPICAL) , ¢ ,� 1 1 z C7 0 - oo Z_ w EXISTING GRADE EXISTING GRADE F— NEW WROUGHT IRON RAILINGS INSTALL 16" SHOWN COSMETIC ROOF NEW ROOF OVER EXISTING WOOF DECK �� ' V E m 0 NATURAL CEDAR PERFECTION SIDINGAS PER VAR - 8 2023 OWNERS APPROVAL (TYPICAL)AT ALL SIDES r DRAWING NUMBER: Southold'Town ___ Board of Trustees PROPOSED SIDE ELEVATION TYP ROOF CONSTRUCTION: R806.1-ROOF VENTILATION REQUIRED: 50 YEAR ARCH. FIBERGLASS ROOF SHINGLES ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE 15LB SYNTHETIC PAPER CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION 2" CDX PLYWOOD ROOF SHEATHING OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16"AND 1/4" MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE U REQUIREMENTS OF SECTION R802.7.REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. 2x10 ROOF RAFTERS @ 16 O.C. a R806.2-MINIMUM VENT AREA: 00 (NOTE: INSTALL VENTING BAFFLES AS REQUIRED) THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. rn SEE PLANS FOR LOCATIONS: U L_ SMOKE DETECTION NOTES: R905.1.2-ICE BARRIERS: (TYPICAL FOR ALL EDGING) PROVIDE AN ICE BARRIER CONSISTING OF A Q a0 _ 0) 1.THE DWELLING UNIT SHALL I EQUIPPED AN APPROVED TYPE INSTALL 4" INSTALL 4" SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET FROM EDGE OF EAVE TO A POINT AT LEAST 24" INSIDE a oc v -� LD SMOKE DETECTOR DEVICE, RECEIVING PRIMARYY P POWER FROM THE J Q BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE I ALUM DRIP EDGE ALUM DRIP EDGE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 ON 12, pC J w co rn OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT I 2. SUCH SMOKE DETECTORS MUST BE EITHER THE IONIZATION LEADING INTO LEADING INTO THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36" MEASURED ALONG THE ROOF SLOPE FROM THE = Z z CHAMBER TYPE OR THE PHOTOELECTRIC DETECTOR TYPE / GUTTERSPROPOSED ATTIC GUTTERS EAVE EDGE OF THE BUILDING U O E Ln 3. ALL SMOKE DETECTORS MUST BE INSTALLED WITHIN 10'-0' OF / •— F— oU THE ENTRANCE TO ANY SLEEPING ROOM CEILING MOUNTED AND DRIP EDGE DETAIL CONT. SOFFIT CONT.SOFFIT •1= ° CL LU SLEEPING INDICATED ROOM SMOKE DETECTORS REQUIRED IN EACH DRIP U VENT VENT °� NOTE: OUTDOOR AIR INTAKES AND EXHAUSTSEn U o CARBON MONOXIDE DETECTION NOTES: SD oSD R-49 SPRAY INSULATION SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS 1. THE DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE CARBON CD® CD® THAT CLOSE WHEN THE VENTILATION SYSTEM IS z MONOXIDE DETECTOR DEVICE, RECEIVING PRIMARY POWER FROM THE BUILDING WIRING NOT OPERATING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE o PROTECTING THE BRANCH CIRCUIT PROPOSED W.I.C. PROPOSED MASTER BEDROOM f o cu3 2. CARBON MONOXIDE DETECTORS MUST BE DIGITAL READ OUT TYPE 3. ALL CARBON MONOXIDE MUST BE INSTALLED WITHIN 10'-0. OF THE ENTRANCE TO ANY SLEEPING ROOM CEILING MOUNTED AND INDICATED ON PLAN 0 4" GALVANIZED DUCT THROUGH EXTERIOR WALL W/WEATHER TYP WALL CONSTRUCTION: 2" STRIPPING. RANGE HOOD DUCT EXTERIOR SIDING AS PER OWNERS SELECTION SD oSD 24" r� EXTERIOR WALL SIZE MAY VARY. CONTINUOUS RIDGE VENT AIR INFILTRATION BARRIER CDC CD® Q ROOF SHINGLES 2" CDX PLYWOOD EXTERIOR SHEATHING E ISTIN �, I SECOND FLOOR „ EXISTING BEDROOM OSET EXISTING BEDROOM SEE TABLE N1102.1.2 FOR NYS I ROOF MEMBRANE: 2 x 4/2x6 WALL STUDS @ 16 O.C. PRESCRIPTIVE CODE COMPLIANCE � EXHAUST HOOD 518"EXTERIOR GRAD[: / °GpQ R-20 BATT INSULATION - R-30 AT CEILINGS WALL CABINET �- 2 FAN INSIDE ROOF UNDER LAYMENT U z EXISTING GRADE KITCHEN EXHAUST HOOD R-19 BATT INSULATION MIN. I R-19 BATT INSULATION MIN. ® W/ BUILT-IN FAN ROOF JOIST AS PER PLAN USE SOUND STC INSULATION USE SOUND STC INSULATION ® ® 0 ® m RANGE FIRST FLOOR Q 0- EXISTING BASEMENT LEVEL �j m0 Z EXISTING FOUNDATION SYSTEM 1 0 W RIDGE W DC z RIDGE DETAIL p 1 IF REQUIRED NTS _._.I E— Z W KITCHEN EXHAUST HOOD DETAIL BY OTHERS --� < Q J NTS W CROSS SECTION A-A > E- LU Q Q � U Q W o 0C) TYP ROOF CONSTRUCTION: R806.1-ROOF VENTILATION REQUIRED: 50 YEAR ARCH, FIBERGLASS ROOF SHINGLES ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE �•- 15LB SYNTHETIC PAPER CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION 2 CDX PLYWOOD ROOF SHEATHING OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16"AND 1/4" MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE 2x10 ROOF RAFTERS @ 16" O.C. REQUIREMENTS OF SECTION R802.7.REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. (NOTE: INSTALL VENTING BAFFLES AS REQUIRED) R806.2-MINIMUM VENT AREA:THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. SEE PLANS FOR LOCATIONS: N 0 SMOKE DETECTION NOTES: m = R905.1.2-ICE BARRIERS:(TYPICAL FOR ALL EDGING) PROVIDE AN ICE BARRIER CONSISTING OF A 1. THE DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE 0 00 SMOKE DETECTOR DEVICE, RECEIVING PRIMARY POWER FROM THE SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET FROM EDGE OF EAVE TO A POINT AT LEAST 24" INSIDE j U BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 ON 12 OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT 2. SUCH SMOKE DETECTORS MUST BE EITHER THE IONIZATION THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36" MEASURED ALONG THE ROOF SLOPE FROM THE ¢ ¢ Q CHAMBER TYPE OR THE PHOTOELECTRIC DETECTOR TYPE W 3. ALL SMOKE DETECTORS MUST BE INSTALLED WITHIN 10'-0• of EAVE EDGE OF THE BUILDING MOCK UP FOR OWNER a- W � 2 VENT WOODHANDRAIL(TYP.) APPROVAL Q < � THE ENTRANCE TO ANY SLEEPING ROOM CEILING MOUNTED AND NT.SOFFIT Z Z p INDICATED ON PLAN SMOKE DETECTORS REQUIRED IN EACH SLEEPING ROOM WOOD HANDRAIL(TYP.) W Z m Z ~ _ W SD SD 1-1/2"SQUARE CHANNEL(TYP.) W J_ m -5 CARBON MONOXIDE DETECTION NOTES: o® o® z oSD 1-1/2"STEEL CHANNEL(TYP.) � = Z = fn 1. THE DWELLING UNIT SHALL BE EQUIPPED WITH AN APPROVED TYPE CARBON CD CD CDC U F-- 5 I— W Z MONOXIDE DETECTOR DEVICE, RECEIVING PRIMARY POWER FROM THE BUILDING WIRING 1/2"x 1/2"SQUARE STEEL BAR METAL HANDRAIL CONNECTOR W } } W 0 6 WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICEO O BALUSTER 4-112"O.0(TYP.) @ Y-0"O.0(TYP.) _ ¢ Q = W CU PROTECTING THE BRANCH CIRCUIT PROPOSED PROPOSED PROPOSED I EXPANSION ANCHOR BOLT(TYP.) U U) U SEE TABLE N1102.1.2 FOR NYS PROPOSED BEDROOM OPOS PROPOSED BEDROOM BATHROOM BATHROOM MASTER BEDROOM HANDRAIL DETAILS 2. CARBON MONOXIDE DETECTORS MUST BE DIGITAL READ OUT TYPE vrn 3. ALL CARBON MONOXIDE MUST BE INSTALLED WITHIN 10'-0. OF THE ENTRANCE PRESCRIPTIVE CODE COMPLIANCE LOSE o �. �� �, ���� TO ANY SLEEPING ROOM CEILING MOUNTED AND INDICATED ON PLAN O U RUN-SEE PLANS , MSR - 8 2023 TYP WALL CONSTRUCTION: 0 1 WOOD RISER Southold Town EXTERIOR SIDING AS PER OWNERS SELECTION oSD oSD I E3oard of Trustees AIR INFILTRATION BARRIER CD® CD® WOOD TREAD Q CDX PLYWOOD EXTERIOR SHEATHING EXISTING DINING ROOM EXIS NG KITC EN '7.,sTATHROOM EXISTING BEDROOM Gi 2 x 4/2x6 WALL STUDS @ 16" O.C. z R-20 BATT INSULATION -R-30 AT CEILINGS � W (BUILT UP WOOD BEAM SEE PLANS 1 ) z Q` EXISTING GRADE "' /r U) CONNECTING BRACKET AS REQ'D (,r p =� _ � o O CARRIAGE CUT FOR RISERS&TREADS Z 0o J EXISTIN BASEM NT LEVEL a)I 1 HOUR CEILING/SOFFIT ASSEMBLY U EXISTING FOUNDATION SYSTEM ao (AS PER N.Y.S.B.C.SEC.27.375. (i)(e).ONE LAYER OF 518"F.C.'x'GYP. BD.ON RC-1 CHANNELS W/ Q WALL STRINGER 3"THERMAFIBER INSULATION. Ur WOOD STAIR DETAIL DRAWING NUMBER: IF REQUIRED NTS CROSS SECTION B-B EC (--'*.* C OF NYS COMPLIANCE CERTIF. STATEMENT U THE PROPOSED SYSTEMS HAVE BEEN DESIGNED TO MEET THE NEW YORK STATE 2020 ENERGY CONSERVATION 0- E CONSTRUCTION CODE (PR-SCRIPTIVE) REQUIREMENTS. WHEN A DESIGN PROFESSIONAL HAS STAMPED AND SIGNED THIS PAGE, }' u THEY ARE ATTESTING THAT TO THE BEST OF HIS/HER KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, SUCH PLANS OR A. INSTALL A RIGID AIR BARRIER TO SEPARATE U r, •Fu A. INSULATION SHALL ACHIEVE RESNET DEFINED GRADE I INSTALLATION N t� SPECIFICATIONS ARE IN COMPLIANCE WITH THIS CODE. OR ALTERNATIVELY, GRADE II FOR WALL5 WITH INSULATED SHEATHING. UNCONDITIONED IRE PORCH ATTIC FROM CONDITIONED SPACE. 4-J E B. FIBROUS INSULATION 15 NOT TO BE USED AE AN AIR BARRIER OR TO �� @) 5UBFLOOR B. SEAL ALL SEAMS, EDGES, GAPS AND HOLES U TABLE R402.2 (CLIMATE ZONE 4) PRESCRIPTIVE VALUES: SEAL ANY OPENING. WHERE FIBROUS INSULATION 15 USED IT 15 TO BE P E DUCT IN THE AIR BARRIER WITH CAULK OR FOAM. s- 0 z • U--FENESTRATION FACTOR = .32 — WOOD FRAMING 'u INSTALLED TO ITS FULL THICKNESS, WITHOUT MISALIGNMENTS, GAPS AND B 8 8 Q Q � �, � • SKYLIGHT U-FENESTP,ATION FACTOR = .55 VOIDS, STAPLED TIGHT USING THE MANUFACTURERS TABS AND EXTENDED O 2 °: • GLAZED FENESTRATICN SHGC = .4 THE FULL 51ZE OF THE OPENING INTENDED. FINISHED CEILING Q cc- UU �c • CEILING R VALUE _ -49 C. WHERE PENETRATIONS OF ANY TYPE OCCUR IN FIRE RATED WALL5 AND CONDITIONED J w o rn ( ) PARTITIONS, THE SEALING MATERIAL USED AROUND ANY OPENING IS TO A. INSTALL RIGID, CONTINUOUS AIR BARRIER MATERIAL TO SEPARATE THE AIR BARRIER — PORCH W m z " • WOOD FRAME WALL P, VALUE = R-20 MIN OR R-13 + 5 BE RATED AND INSTALLED AS REQUIRED BY THE MANUFACTURER. • FLOORS OVER UNCONDITIONED SPACE R VALUE = R-19 EXTERIOR FROM THE CONDITIONED SPACE. U O E � D. UNDER NO CIRCUMSTANCES IS CONSTRUCTION ADHESIVE TO BE USED I/2"= I'-0" E"' 1.- 0 AS AN AIR BARRIER OR TO SEAL ANY OPENING. L [L ECCC OF NYS AIR BARRIER 8c SEALING REQS E. SEAMS/JOINTS TO BE SEALED: B. CUT ALL PENETRATION HOLES CLEANLY WITH A SAW OR DRILL AND NOT '— v INTERIOR A. INSTALL A RIGID AIR BARRIER TO SEPARATE 00 u- 1 . WHERE STUD MEETS EXTERIOR SHEATHING MORE THAN I" LARGER THAN THE DIAMETER OF THE PENETRATING �( ', u- 2. WHERE PLATES MEET STUDS (AND TOP 'LATE JOINT) OBJECT TO ALLOW FOR PROPER AIR SEALING. SEAL ALL GAPS AND HOLES EXTERIOR FROM CONDITIONED SPACE. = p TO UNCONDITIONED SPACE WITH CAULK OR FOAM. FIBROUS INSULATION B. SEAL ALL SEAMS EDGES GAPS AND HOLES .— F- c GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER INSTALLED IN THE BUILDING AIR-PERMEABLE INSULATION SHALL NOT BE USED ASA 3. WHERE SILL MEETS FOUNDATION WALL AND FLOOR FRAMING N v IN THE AIR BARRIER WITH CAULK OR FOAM. — w ENVELOPE. THE EXTERIOR THERMAL ENVELOPE CONTAINS A SEALING MATERIAL MEETS SILL. 15 NOT TO BE USED TO SEAL AIR BARRIERS. ACK WITH RIGID AIR BARRIER co C. SUPPORT INSULATION AT OVERHANG WITH >- CONTINUOUS AIR BARRIER. BREAKS OR JOINTS IN THE AIR 4. WHERE FLOOR FRAMING MEETS WALL FRAMING. OR OTHER SUPPORTING MATERIAL TO SEPARATE THE EXTERIOR FROM THE B STAVES OR NETTING. VAPOR BARRIER TO U z BARRIER SHALL BE SEALED. 5. WHERE 5UBFLOOR MEETS FRAMING AT INTERIOR SPACE. C F- FACE PROPERLY. AFTER INSTALLATION, CONDITIONED/UNCONDITIONED SPACE. C. WHERE A RATED PARTITION IS PENTRATED, APPROVED, RATED O ENCLOSE OPENING WITH RIGID AIR BARRIER. CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT WILL BE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL BE � ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR ALIGNED WITH THE AIR BARRIER COMPLIANCE N _ MATERIALS MUST BE USED. Z DUCTPIPING , `� ca BARRIER SHALL BE SEALED. ACCESS OPENINGS, DROP - DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED > & WIRING AIR OVERHANG— EXTERIOR ATTIC SPACES SHALL BE SEALED.WALLS THE JUNCTION OF THE FOUNDATION AND SILL PLATE SHALL CAVITIES WITHIN CORNERS 4 HEADERS OF FRAME WALLS SEAL DETAIL 1/2 _ 1 -o 11 BE SEALED. THE JUNCTION OF THE TOP PLATE AND THE TOP SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY X112"= I' 0" A. INSTALL INSULATION WITHOUT MISALIGNMENTS, OF EXTERIOR WALLS SHALL BE SEALED. KNEEWALL5 SHALL WITH R-3 INSULATION/INCH MINIMUM EXTERIOR THERMAL FOR GRADE I INSTALLATION, WALL INSULATION COMPRESSIONS, GAPS OR VOIDS IN ALL EXTERIOR BE SEALED. ENVELOPE INSULATION FOR FRAMED WALLS SHALL BE WALL CAVITIES BEHIND TUBS, PREFABRICATED INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS SHALL FILL THE CAVITY COMPLETELY TOP TO A. SEE GRADE I INSULATION DETAIL THIS TU BOTTOM AND SIDE TO 510E WITHOUT SUBSTANTIAL C SHEET. oC B FIREPLACE OR STAIR LANDINGS, ALIGNMENT WITH THE AIR BARRIER O GAPS OR VOIDS AROUND OBSTRUCTIONS oC C (BLOCKING ETC) AND BE SPLIT INSTALLED OR B. BACK WITH RIGID AIR BARRIER OR OTHER w B. BACK WITH RIGID AIR BARRIER OR OTHER WINDOWS, DOORS 4 THE SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING SUPPORTING MATERIAL TO PREVENT INSULATION SKYLIGHTS AND SKYLIGHTS TO BE SEALED. FITTED TIGHTLY AROUND WIRING AND OTHER SUPPORTING MATERIAL TO SEPARATE THE FROM SAGGING AND TO CREATE A CONTINUOUS u SERVICES WITHIN THE CAVITY. C EXTERIOR FROM THE INTERIOR SPACE. THERMAL BARRIER. [ z RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER RIM JOISTS SHALL BE INSULATED. INSULATION SHALL BE ENCLOSED ON ALL G SIDES C. INSTALL BACKER ROD AND/OR SEAL ALL �/ (TOP * BOTTOM SIDE TO SIDE 4 FACE TO FACE) SEAMS EDGES GAPS AND HOLES AROUND BATh C. SEAL ALL SEAMS, EDGES, GAPS AND HOLES IN FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED THE AIR BARRIER WITH CAULK OR FOAM PRIOR TO GARAGE AND CANTILEVERED EDGE OF INSULATION TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE AND BE IN SUBSTANTIAL CONTACT WITH THE © THE WINDOW/DOOR AND IN THE AIR BARRIER FINAL TUB, PREFABRICATED FIREPLACE OR STAIR FLOORS) OF 5UBFLOOP, DECKING, OR FLOOR FRAMING CAVITY SHEATHING MATERIAL ON AT LEAST ONE FACE WITH CAULK OR LOW EXPAN51ON FOAM � O (INTERIOR OR EXTERIOR) CF THE CAVITY. PRIOR TO FINAL INSULATION INSTALLATION LANDING. INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH NOTE-AIR BARRIER AT PREFABRICATED FIREPLACE THE TOP 51DE OF SHEATHING, OR CONTINUOUS INSULATION (INCL. BOXES, PIPES AND CABLES). MUST BE 5/e'TYPE "X" GWB SEALED WITH RATED in 0- INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND 51DE STAPLED TA55 ARE PERMITTED WITH NO e • BUCKLING AND PROVIDED THAT THE BATT BE D.NUMBEK OF JACK STUDS DETERMINED BY FOAM OR CAULK. /� O Z EXTENDS FROM THE BOTTOM TO THE TOP OF ALL PERIMETER COMPRESSED AT THE STAPLED EDGES ONLY AND RCNYS. 8 `r • W FLOOR FRAMING MEMBERS C uj W ONLY TO THE DEPTH OF THE TAB. p CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE WHERE PROVIDED INSTEAD OF FLOOR INSULATION, E. WINDOW/DOOR TO RETAIN ENERGY STAR z COVERED WITH A CLA55 I VAPOR RETARDER WITH INSULATION SHALL BE PERMANENTLY ATTACHED TO THE INSULATION DLABEL UNTIL FINAL CERTIFICATE IS ISSUED. OVERLAPPING JOINTS TAPED. CRAWL.SPACE WALLS. -- O I/2"= I'-O" TYP . WDET. ' SHAFT PENETRATIONS DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE SHAFTS 1/2„= 1,_0,. STAIR LAN D I N G --J F- z OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL �, Q BE SEALED. A. JOINT BETWEEN TWO OP PLATES. INTERIOR ALIGNED AIR BARRIER uu � Q NARROW CAVITIES B. STUD TO EXTERIOR SHEATHING CONNECTION 2XG FRAMING, I G"OC J BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT OR (ALL AROUND) PRIOR TO INSULATION INSTALLATION. EXTERIOR 2) LVL HEADER - DETAILS ~ w NARROW CAVITIES SHALL BE FILLED WITH INSULATION ON C. FLOOR FRAMING TO SUBFLOOK CONNECTION 2" RIGID INSULATION (R I O) J INSTALLATION READILY CONFORMS TO THE AVAILABLE (ALL AROUND) Q CAVITY SPACE. D. JOINT OF TWO SILL PLATES AND ALL ANCHOR 1/2"= P-0” BOLTS PENETRATIONS. A. INSTALL HEADER AS PER RCNYS (2) LVL AND SEAL ALL EDGES GARAGE SEPARATIONS AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE Q E. SILL TO FOUNDATION WALL CONNECTION (Y2'XG" SEAMS GAPS AND HOLES WITH CAULK OR FOAM PRIOR TO FINAL A. INSTALL CONTINUOUS INSULATION AND CONDITIONED SPACES. SILL INSULATION, TERMITE 5HIELD,Y2"XG" SILL INSULATION INSTALLATION.. EXTERIOR WITHOUT MISALIGNMENTS, GAPS, VOIDS RECESSED LIGHTING INSULATION; TERMITE SHIELD I5 NOT TO COME OR COMPRESSIONS IN WALL. RECESSED LIGHTING FIXTURES INSTALLED IN THE BUILDING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING INTO CONTACT WITH FOUNDATION WALL). B. INSTALL TWO LAYERS OF I" OWENS CORNING FOAMULAR 250 RIGID �� C) THERMAL ENVELOPE 5HA;; BE SEALED TO THE DRYWELL. THERMAL ENVELOPE SHALL BE AIR TIGHT AND IC RATED. C INSULATION (R-5 EACH) 50 THAT EDGES ARE TIGHT AND COMPLETELY B. BACK WITH RIGID AIR BARRIER OR rI PLUMBING 4 WIRING SEAL ALL SEAMS, EDGES, GAPS AND HOLES FILL OPENING. OTHER SUPPORTING MATERIAL TO PREVENT 77 Q BATT INSULATION SHALL BE CUT NEATLY TO FIT AROUND AROUND PERIMETER AND IN THE AIR BARRIER WITH % INSULATION FROM SAGGING AND TO �---� WIRING AND PLUMBING IN EXTERIOR WALL5, OR INSULATION CAULK OR LOW EXPANSION FOAM PRIOR TO FINAL C. WHERE A TRIPLE HEADER 15 REQUIRED, INSTALL ONE, I" THICK LAYER C CREATE A CONTINUOUS THERMAL BARRIER. THAT ON INSTALLATION READILY CONFORMS TO AVAILABLE INSULATION INSTALLATION (ITEMS A, B, C, D AND E, OF INSULATION (R-5). SPACE SHALL EXTEND BEHIND PIPING AND WIRING. O E INCLUDING BOXES, PIPES AND CABLES). C. INSTALL TOP * BOTTOM PLATE AT ALL SHOWER/TUB ON EXTERIOR THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUB5 SHALL HEADER DETAIL INTERIOR KNEEWALL5. WALL TO SHOWERS AND TUBS SHALL SEPARATE THEM FROM THE BE INSULATED. SEALING DET. @ EXTER . 1/2"= 1'-0" C. SEAL ALL SEAMS, EDGES, GAPS AND SHOWER AND TUBS. HOLES IN THE AIR BARRIER WITH CAULK OR i/2"= P-O" A. INSTALL I XG NAILER AT 2X4 FOAM. ELECTRICAL 4 PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL �� FRAMING AND RUN INSULATION XG FRAMING, I G OC EXTERIOR WALLS BE COMMUNICATION BOXES OR AIR-SEALED BOXES SHALL UNCONDITIONED SPACE 2X4 FRAMING, I G"OC CONTINUOUSLY BEHIND. D. DETAIL 51MILIAR AT SKYLIGHT WELLS. �.: o BE INSTALLED. N HVAC REGISTER BOOTS HVAC REGISTER BOOTS THAT PENETRATE BIOLDING EXHAUST FAN 0 0 I XG NAILER B. SEAL ALL SEAMS, EDGES, GAPS AIR BARRIER DETAIL o = PLYWOOD SUBFLOOR °; O AND HOLES IN THE AIR BARRIER THERMAL ENVELOPE SHALL BE SEALED TO THE 5UBFLOOP, °; WITH CAULK OR FOAM PRIOR TO W co OR DRYWALL. LIGHT FIXTURE —WOOD FRAMING z FINAL INSULATION INSTALLATION KNEEWALL CONDITION O _ B B (EX. BOXES, PIPES AND CABLES). U FINISHED CEILING FAN 1/2"= 1'-0" Ix � Q \cy INTER . /EXTER . WALL DET. z Z CONDITIONED SPACE A. INSTALL INSULATION WITHOUT Q R LLI 0 11211= I -0 MISALIGNMENTS COMPRESSIONS GAPS OR C-6 = > J W A. INSTALL RIGID, CONTINUOUS AIR BARRIER MATERIAL TO SEPARATE THE0 �- 0 VOIDS IN ALL EXTERIOR WALL AND BAND JOIST EXTERIOR FROM THE CONDITIONED SPACE. A. BEFORE INSULATING ATTIC, SEAL ALL TOP Z m Z j ATTIC CAVITIES AND IN CONTACT WITH ALL SIDES OF PLATES TO INTERIOR CLADDING W -� -j F'"" W B. CUT ALL PENETRATION HOLES CLEANLY WITH A SAW OR DRILL AND NOT CONNECTIONS WITH FOAM OR CAULK TO THE CAVITY. Y = Z _ w NOTE-VERIFY ADEQUATE FIRE-BLOCKING. U U MORE THAN I" LARGER THAN THE DIAMETER OF THE PENETRATING OBJECT STOP AIR LEAKS FROM ATTIC SPACE TO B V H H W � TO ALLOW FOR PROPER AIR SEALING. SEAL ALL GAPS AND HOLES TO CONDITIONED SPACE. Ll-1 >- 9 >- W w B. BACK WITH RIGID AIR BARRIER OR OTHER = m m = Lu EXPANDABLE FOAM SEALANT AND CAULKING UNCONDITIONED SPACE WITH CAULK OR FOAM. FIBROUS INSULATION 15 SUPPORTING MATERIAL TO SEPARATE THE (� < < w w 0 TAPE SEAMS AT INSULATION �- AT ROUGH OPENING NOT TO BE USED TO SEAL AIR BARRIERS. ACK WITH RIGID AIR BARRIER CONDITIONED SEAL ALL SEAMS, EDGES, GAPS AND HOLES EXTERIOR FROM THE INTERIOR SPACE. JOINTS NO PIPE EXPOSURE OR OTHER SUPPORTING MATERIAL TO SEPARATE THE EXTERIOR FROM THE SPACE AROUND THE WINDOW/DOOR AND IN THE AIR cz � INTERIOR SPACE. BARRIER WITH CAULK OR LOW EXPAN51ON O O C. SEAL ALL SEAMS, EDGES, GAPS AND HOLES FOAM PRIOR TO FINAL INSULATION 52- m Lu w IN THE AIR BARRIER WITH CAULK OR FOAM \� -- NOTE: C. LIGHT FIXTURES MUST BE ICAT LABELED. 2X4 INTERIOR INSTALLATION (INCL. BOXES, PIPES AND z PRIOR TO FINAL INSULATION INSTALLATION (EX. -r- - I WALL CABLES). - m �_ THE AIR LEAKAGE TESTING SHALL BE LIGHT 8c FAN SEALS BOXES, PIPES AND CABLES). i PERFORMED NOT TO EXCEED 3 ACH 1/2"= P-O" TOP PLATE ATTIC DETAIL SOFFIT DETAIL 0 POLYETHYLENE PIPE INSULATION MIN. R-3 A. INSTALL INSULATION WITHOUT MISALIGNMENTS, I/211= I'-O" (AT EXTERIOR WALL) 1/211= 1'-0" zQ HOT & COLD DOMESTIC WATER LINE COMPRESSIONS, GAPS OR VOIDS IN ALL INTERIOR A. INSTALL INSULATION WITHOUT E EXTERIOR WALL AND BAND J015T CAVITIES AND IN MISALIGNMENTS, COMPRESSIONS, GAPS OR EXTERIOR INTERIOR Q C CONTACT WITH ALL SIDES OF THE CAVITY. VOIDS IN ALL WALL AND BAND J015T CAVITIES. TREATED SILL ILL SEAL z ( .s/ PIPE INSULATION FOR DOMESTIC WATER LINE DETAIL FOR DOORS AND WINDOWS B. BACK WITH RIGID AIR BARRIER OR OTHER B. BACK WITH RIGID AIR BARRIER OR OTHER CAPILLARY BREAK Q \�Q 60� NTS NTS SUPPORTING MATERIAL TO SEPARATE THE SUPPORTING MATERIAL TO SEPARATE THE FLASHING s GARAGE FROM THE INTERIOR SPACE. GRADE C. SLAB oC EXTERIOR FROM THE INTERIOR SPACE. �.:.;;,,. 'f R403.3.1INSULATION(PRESCRIPTIVE)SUPPLY AND RETURN O O O ..,.,;,. � IGID INSULATION 0 p Y � o 0 TAPE SEAMS AT INSULATION GARAGE r::.'..`�r 0I5TURE BARRIER R-6 MIN. DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF w w C. SEAL ALL SEAMS, EDGES, GAPS AND HOLES IN �' C. SEAL ALL SEAMS, EDGES, GAPS AND HOLES c.',' s JOINTS NO PIPE EXPOSURE �- z RIGID INSULATION OMPACTED FILL z d `�.� •`` R-8 WHERE 3 INCHES IN DIAMETER AND GREATER AND R-6 z_ THE AIR BARRIER WITH CAULK OR FOAM PRIOR TO _ IN THE AIR BARRIER WITH RATED CAULK OR WHERE LESSTHAN 3 INCHES IN DIAMETER.SUPPLYAND C FINAL INSULATION INSTALLATION (EX. BOXES, FOAM PRIOR TO FINAL INSULATION RETURN DUCTS IN OTHER PORTIONS OF THE BUILDING PIPES AND CABLES). INSTALLATION (EX. WIRING BOXES, PIPES AND V --'-- _r- --- SHALL BE INSULATED TO A MINIMUM OF R-6 WHERE 3B CABLE PENETRATIONS). _-.- _-i-- -- INCHES IN DIAMETER OR GREATER AND R-4.2 WHERE LESS D. SUPPORT INSULATION WITH STAVES OR THAN 31NCHES IN DIAMETER. NETTING. VAPOR BARRIER TO FACE PROPERLY. r ?:' D. SUPPORT INSULATION WITH STAVES OR '.•�' : p :.' NETTING. VAPOR BARRIER TO FACE PROPERLY. SLAB INSULATION D E. INSULATION BAFFLE; "' MINIMUM, INSULATION ,;•; : 5 Q POLYETHYLENE PIPE INSULATION MIN. R-3 R403.3.2 SEALING(MANDATORY).DUCTS,AIR HANDLERS NOTE-AIR BARRIER AT GARAGE MUST BE /8 4.+.. TO RETAIN 75% OF THICKNESS IN WALL BELOW. :' TYPE "X" GWB SEALED WITH RATED FOAM OR „_ , „ REFRIGERANT LINES AS PER MANUFACTURER AND FILTER BOXES SHALL BE SEALED.JOINS AND SEAMS CAULK. 112 - 1 -O SHALL COMPLY WITH THE NYS MECHANICAL CODE,AS '` APPLICABLE. TYPICAL EXTERIOR WALL AIR BARRIER — GARAGE DRAWING NUMBER: a PIPE INSULATION FOR REFRIGERANT LINE DUCT INSULATION DETAIL (WITH VENTED CRAWLSPACE OR CELLAR) 1/2"= 1'-0" 1/2"= P-0" NTS NTS MAR - E 2223 Soullholdi Town Board cf Trustees GENERAL NOTES CONSTRUCTION NOTES WOOD FRAMING NOTES PLUMBING NOTES CODE COMPLIANCE 1. WRITTEN DIMENSIONS!SHALL HAVE PRECEDENCE. THESE DRAWINGS ARE NOT 1.ALL LUMBER TO BE DOUGLAS FIR LARCH NO. 2 OR EQUAL, WITH A MINIMUM FIBER 1. A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSFER ALL WIND AND 1. ALL PLUMBING WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL OTHER ALL DRAWING HAVE BEEN PRODUCED EVALUATED AND a' o TO BE SCALED. STRESS OF 900 PSI AND A MODULUS OF ELASTICITY OF 1,600,000, UNLESS OTHERWISE GRAVITY LOADS FROM THE ROOF, WALL, AND FLOOR SYSTEMS TO THE STATE AND LOCAL CODES AND REQUIREMENTS. 4-J u NOTED. FOUNDATION. ALL RAFTERS, STUDS, AND FLOOR JOISTS TO ALIGN AS PREPARED USING THE 2020 RESIDENTIAL BUILDING CODE, U 00 2. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE FACILITATED BY THE DESIGN TO CARRY ALL LOADS UNINTERRUPTED TO THE MOST CURRENT NEW YORK STATE ENERGY .-; m E DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A 2.ALL ENGINEERED STRUCTURAL WOOD MEMBERS, INCLUDING ENGINEERED FOUNDATION. APPROVED EQUAL.ALL PLUMBING FIXTURES AND HARDWARE TO BE AMERICAN STANDARD OR •- cD CONSERVATION CONSTRUCTION CODE AND ALL ASSOCIATED A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR JOISTS AND BEAMS,TO BE AS MANUFACTURED BY TRUSS JOIST MacMILLAN OR WITH STANDARDS REFERENCED THEREIN i Z MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK AS INDICATED. APPROVED EQUAL, AND INSTALLED AS PER MANUFACTURER'S SPECS. 2.ALL STRUCTURAL DIMENSIONAL LUMBER TO BE DOUGLAS FIR LARCH NO. 2 OR 3. ALL PLUMBING SUPPLY PIPING TO BE A MIN. OF 1/2" COPPER MAINS. Q Q ` � EQUAL, WITH A MINIMUM FIBER STRESS OF 900 PSI,E=1,600,000, G =0.49. REFERENCED CODE PRINTING: O z a, 3.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD FOR STUD WALLS, OR FACE Q CC Q = 1O 3.THE CONTRACTOR SHALL INVESTIGATE THE SITE AND FAMILIARIZE HIMSELF WITH p[ J o rn 4.ALL MAIN PLUMBING VENT AND WASTE LINES TO BE A MIN. 4 IN DIA.AND TO • 2020 RESIDENTIAL CODE THE EXISTING CONDITIONS PRIOR TO THE START OF ANY CONSTRUCTION. ALL OF MASONRY FOR MASONRY WALLS, UNLESS OTHERWISE NOTED. 3. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MOIST CONDITIONS AS _L_ MU mw >- N EXISTING CONDITIONS ANDDIMENSIONS SHALL BE VERIFIED. ANY PER NYS RBC TO BE ACQ LUMBER, FASTENERS FOR ACQ LUMBER TO BE HOT BE CONNECTED TO AN APPROVED SANITARY SYSTEM. DISCREPANCIES SHALL BE 13ROUGHT TO THE ATTENTION OF THE ARCHITECT 4. DOUBLE ALL BEAMS OR JOISTS UNDER BATHTUB(S), HEAVY APPLIANCES, DIPPED OR STAINLESS STEEL ONLY. • ICC ANSI A117.1 2009 H O E .1 5. ALL CLEANOUTS TO BE LOCATED AS PER NYS CODE. - (- PRIOR TO COMMENCING WITH THE WORK. PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOOR, CEILING,AND s- a ROOF, UNLESS OTHERWISE NOTED. 4. FLOOR SHALL NOT BE LOADED UNTIL LATERALLY BRACED AS PER NYS RBC AND/ • ASHRAE 90.1 - 2013 (JULY 2014 PRINTING) •� 00 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & CONDITIONS ON THE JOB AND OR MANUFACTURER AS APPLICABLE INCLUDING ALL BLOCKING, SHEATHING, RIM 6. IF A HOT WATER HEATER IS REQUIRED, MINIMUM SIZED TO BE 40 GALLONS hA r.i ¢ u- 4. MINIMUM, OR A TANKLESS WATER HEATER INSTALLED AS PER NYS CODE. _ O THE ARCHITECT'S OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE 5. PROVIDE METAL SUPPORT HANGERS AT ALL FLUSH FRAMED FLOOR AND CEILING BOARDS, BRACING, ETC. • ASCE 7 - 2010 :E E DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS. PROVIDED JOISTS, ROOF RAFTERS, HEADERS AND BEAMS. w 7. HEATING SYSTEM TO BE OIL OR GAS FIRED SIZED AND INSTALLED AS PER NYS � >- DIMENSIONS ARE SUBJECT TO ACTUAL FIELD CONDITIONS AND NO CREDITS 5.ALL WOOD DECKING TO BE NAILED AND GLUED. • V OR EXTRAS WILL BE ALLOWED FOR DISCREPANCIES UP TO 2'-0" IN ANY 6. PROVIDE CONTINUOUS METAL TERMITE SHIELDS AND ACQ TREATED WOOD RESIDENTIAL AND NYS ENERGY CONSERVATION CODES. ASCE 24 -2014 2; MEASUREMENT. PLATES ALONG PERIMETER WALLS, CONTRACTOR TO ENSURE MINIMUM OF 6" 6. ENGINEERED WOOD MEMBERS INDICATED IN THESE DRAWINGS ARE TO BE AS g, SIZES AND TYPES OF APPARATUS, EQUIPMENT, AND SYSTEM CONTROLS SHALL • A17.1 - 2013 .Q BETWEEN GRADE AND WOOD SILL. MANUFACTURED BY TRUS JOIST MacMILLAN. ALL MEMBERS TO BE INSTALLED IN COMPLY WITH THE NYS RESIDENTIAL AND NYS ENERGY CONSERVATION CODES. 5. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES, STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. • ACCA 8TH MANUAL J & S - J - 2014 ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL ARRANGE FOR 7. MINIMUM (2) 2 X12 HEADERS OVER ALL OPENINGS, UNLESS OTHERWISE NOTED. ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE OCCUPANCY 7. NO SUBSTITUTION ON ENGINEERED LUMBER MANUFACTURER WILL BE S - 2011 CERTIFICATE. 8.ALL STUD,JOIST AND RAFTER FRAMING SHALL BE PROVIDED WITH BLOCKING AS ACCEPTED UNLESS ALTERNATE SPECIFICATIONS ARE PRESENTED AND D - 2014 PER THE NYS RESIDENTIAL BUILDING CODE. ALL STUD BEARING WALLS TO HAVE ACCEPTED BY THE ARCHITECTS PRIOR TO START OF CONSTRUCTION. 6.THE WORK SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY TO STUD BRIDGING AT MID-HEIGHT. ARCHITECTS WILL NOT APPROVE ANY CHANGES FOR BUILDING DEPARTMENT COMPLETE CONSTRUCTION AS SHOWN ON THE DRAWINGS. ALL CONTRACTORS SIGN-OFFS IF INCORRECT JOISTS ARE INSTALLED. AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR PROPER PERFORMANCE 9.ALL FIRESTOPPING AND BLOCKING TO BE INSTALLED AS PER NYS RESIDENTIAL GENERAL STRUCTURAL NOTES OF THEIR WORK, COORDINATION WITH OTHER TRADES, METHODS, SAFETY AND BUILDING CODE. 8. USE ONLY MANUFACTURER'S RIM BOARDS AT ENDS OF SPANS OF ENGINEERED SECURITY ON THE JOB SITE. THE ARCHITECT AND HIS AGENTS ARE NOT JOISTS-SOLID SAWN DIMENSIONAL LUMBER IS NOT ACCEPTABLE. RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD HARMLESS AND 10. USE WATERPROOF MEMBRANE FLASHING AROUND ALL OUTSIDE DOORS AND 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND IMMEDIATELY uj INDEMNIFIED BY ALL CONTRACTORS FROM ANY CLAIMS, LOSSES, SUITS OR WINDOWS. 9. CUTTING AND NOTCHING OF ENGINEERED BEAMS AND JOISTS MUST BE IN z LEGAL ACTIONS ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. FAILURE TO NOTIFY ARCHITECTS OF ANY DISCREPANCIES FROM THE DRAWINGS. HE SHALL 11. FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, FOLLOW MANUF SPECS WILL RESULT IN THE UNSATISFACTORY MEMBERS BEING TAKE FIELD MEASUREMENTS AS REQUIRED AND BE RESPONSIBLE FOR SAME. 7.ALL WORK IS TO CONFORM WITH THE ENVIRONMENTAL CONSERVATION CODE OF SKYLIGHTS, CHIMNEYS, ROOF VENTILATORS, HIPS, RIDGES,VALLEYS, CHANGES REPLACED AT THE GENERAL CONTRACTOR'S EXPENSE. 2.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, W NEW YORK STATE. GLASS AREAS USED ANYWHERE IN THE WORK SHALL BE OF ROOF SLOPE, AND GABLE ENDS. DOUBLE GLAZED LOW E HIGH PERFORMANCE GLAZING WITH A MIN "U"VALUE 10. CONTRACTOR TO OBTAIN SHOP DRAWINGS OF ALL ENGINEERED FRAMING FRO ELECTRICAL, PLUMBING, ETC. REQUIREMENTS. DISCREPANCIES AND/OR 0 OF .35. ALL EXTERIOR DOORS SHALL HAVE INSULATED CORES WITH A MIN "U" 12. ALL GYP. BD. WALLS AND CEILINGS TO BE TAPED, SPACKLED, 3 COATS, AND TRUS JOIST MacMILLAN PRIOR TO START OF JOIST INSTALLATION. REFER TO INTERFERENCES SHALL BE REPORTED TO THE ARCHITECTS IMMEDIATELY UPON Q a- VALUE OF .40. SANDED READY FOR PAINT. MANUFACTURERS DOCUMENTATION FOR SPECIFIC FRAMING DETAILS NOT DISCOVERY. • • z INDICATED ON THESE DRAWINGS. ALL WEB PENETRATIONS AS PER (�8. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 13. WATERPROOF GYP. BD.TO BE PROVIDED AROUND TUB AND ON WET WALL IN ALL MANUFACTURERS DETAILS. INSTALL ALL BLOCKING,STIFFENERS, ETC. AS PER 3. ALL WORK SHALL BE GOVERNED BY THE LOCAL BUILDING CODE (LATEST IWU-J PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, BATHROOMS. MANUFACTURERS DETAILS AND SHOP DRAWINGS. EDITION),AND ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ENERGY CODE COMPLIANCEIn COLLAPSE, DISTORTION A14D MISALIGNMENT ACCORDING TO APPLICABLE CODES, ADHERED TO AS IF CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL ry' z (D STANDARDS AND GOOD PRACTICE. 14. BATHROOMS WITHOUT NATURAL VENTILATION TO HAVE AN ELECTRIC EXHAUST 11. AS PER NEW YORK STATE BUILDING CODE, MANUFACTURER'S SPECIFICATIONS NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE 0 FAN 50 CFM MINIMUM CONNECTED TO LIGHT SWITCH AND DUCTED TO THE FOR ALL ENGINEERED LUMBER MUST BE ON-SITE FOR REVIEW BY BUILDING DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN ( ) 1. ENERGY CODE NOTES AND SPECIFICATIONS ARE BASED ON 9. CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING WATER, EXTERIOR. INSPECTOR DURING COURSE OF CONSTRUCTION. THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY THE MOST CURRENT INTERNATIONAL RESIDENTIAL BUILDING �J W SANITARY OR UTILITY LINES IN AREA OF NEW FOUNDATIONS AND SHALL USE REQUIRED BY CODE. CODE CHAPTER 11 ENERGY EFFICIENCY AND THE LATEST NEW �, Q z HAND EXCAVATION IN AREAS OF SUSPECTED UNDERGROUND UTILITIES AND 15. ALL WINDOW DESIGNATIONS ARE FOR ANDERSON HIGH PERFORMANCE 400 YORK STATE ENERGY CONSERVATION CONSTRUCTIONCODE. SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED,THE CONTRACTOR WILL SERIES GLAZING. 4. PERFORM THE WORK OF ALL TRADES IN A COMPLETE,THOROUGH AND W W J REPAIR AND REPLACE SANTE AT HIS OWN EXPENSE AND ARRANGE FOR PROPER WORKMAN LIKE MANNER IN CONFORMANCE WITH THE ACCEPTED PRACTICES LLmi INSPECTION OF HIS WORK.. 16. GC TO INSTALL HARD WIRED SMOKE DETECTORS AND OTHER LIFE SAFETY AND ALL REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. 2. ALL PROJECTS IN NYS COUNTIES LIE IN CLIMATE ZONE 4A. ~._I EQUIPMENT TO MEET ALL APPLICABLE CODES. CONCRETE NOTES 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING 3. INTERIOR DESIGN TEMPERATURES FOR LOAD CALCULATIONS Q Q_10.THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL LOCAL 17. GC TO INSTALL ALUM GUTTERS AND LEADERS IN LOCATIONS AS REQUIRED TO AND PROTECTION OF ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, SHALL BE 720 FOR HEATING AND 75 u Q FOR COOLING c FIRE DEPARTMENT'S REQUIREMENTS AND REGULATIONS, PROOF OF WHICH COLLECT ALL RAIN WATER RUNOFF- COLOR AS PER OWNER. 1.ALL CONCRETE SHALL BE 1-2-4 MIX, Fc=4000 PSI. BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT IN ACCORDANCE WITH V) G SHALL BE FURNISHED TO THE FIRE MARSHALL PRIOR TO THE INSTALLATION OF GOOD PRACTICE AND ALL GOVERNING CODES. ALL SHORING AND BRACING 4. UNLESS SUPERCEDED BY CALCULATIONS BASED ON ENERGY C) SUCH MATERIALS AND PRODUCTS. 2. WHERE SLABS ARE SUPPORTED ON FILL,THE FILL SHALL BE PROPERLY SHALL REMAIN IN PLACE UNTIL NEW STRUCTURAL MEMBERS HAVE BEEN PERFORMANCE SOFTWARE, ALL INSULATION VALUES FOR W 11. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, LIGHTING DEMOLITION NOTES COMPACTED IN LAYERS. INSTALLED AND LOADED. COMPONENTS SHALL CONFORM TO VALUES INDICATED FOR C) � COURSING, DIMENSIONS, HEIGHT, ALIGNMENT, ETC. MOVE AND RELOCATE ANY 3. INSTALL PRE-MOLDED EXPANSION JOINTS AROUND PERIPHERY OF SLAB AND 6.ARCHITECT OF RECORD SHALL NOT BE RESPONSIBLE FOR THE WORK RELATING CLIMATE ZONE 4 IN TABLE N1102.1.2 ON SHEET T-4. PARTITIONS„ WIRING, PLUMBING AND DUCTWORK THAT MAY BE CONCEALED IN 1. DEMOLITION WORK SHALL BE DONE IN STRICT CONFORMANCE WITH LOCAL AT ALL COLUMN LOCATIONS. JOINT MATERIAL TO HAVE INSULATION VALUE OF TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, 5. IN LIEU OF THE PRESCRIPTIVE COMPONENT METHOD, WALLS OR CEILINGS BEING REVISED, TO PROVIDE A COMPLETE JOB IN ALL TECHNIQUES OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO PERFORM AND STATE REGULATIONS, INCLUDING ALL PERMITS AND UTILITY CUT-OFFS. R-5 FOR BUILDING CONSTRUCTION. APPROVED PERFORMANCE ANALYSIS SOFTWARE WILL BE RESPECTS. HIS WORK. 2. PERFORM ALL DEMOLITION WORK IN ACCORDANCE WITH THE REGULATIONS 4. STEEL REINFORCING BARS SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE ACCEPTABLE TO PROVE BUILDING ENERGY EFFICIENCY 12. PROVIDE ALL BLOCKING AND SUPPORTSAS REQUIRED FOR FRAMING OF NEW OF THE BUILDING CODE OF NEW YORK STATE AND ANSI/NFPA 241-1975, BUILDING 60 DEFORMED. 7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY CONDITIONS COMPLIANCE. COMPLIANCE SOFTWARE TOOLS SHALL AND EXISTING AREAS, INSTALL AND REMOVE (AFTER COMPLETION) ALL CONSTRUCTION AND DEMOLITION OPERATIONS. RELATING TO THE JOB CONSTRUCTION AND ASSUME PROTECTION RELATED GENERATE A REPORT THAT DOCUMENTS THAT THE PROPOSED TEMPORARY SUPPORTS' HEADERS AND DUST SCREENS TO ADEQUATELY S. MINIMUM LAP OF#4 REINFORCING BARS SHALL BE 20" AND FOR#5 TO ADJACENT OCCUPANCIES. DESIGN COMPLIES WITH THIS SECTION, AND SHALL BE c� SUSTAIN ALL LOADS AND PROTECT EXISTING WORK FROM DAMAGES OF ANY �► SUBMITTED WITH THE APPLICATIONS FOR THE BUILDING PERMIT. N 3. PROVIDE ALL TEMPORARY BARRICADES, RAILINGS, LIGHTING, ETC. REQUIRED REINFORCING BARS 26". o KIND, INCLUDING DUST. TO PROTECT THE WORKMEN, OWNER'S PERSONNEL AND OTHERS FROM INJURY (INCLUDED ON THIS SHEET IF APPLICABLE). m N DUE TO THE DEMOLITION WORK. PROVIDE FREE AND SAFE PASSAGE OF = 13. FLASH, CAULK AND SEAL ALL JUNCTIONS OF NEW AND EXISTING ROOFS, WALLS, PERSONS TO AND FROM AREAS AND FACILITIES WHICH ARE TO REMAIN. 6. AS PER N1102.2, WHERE R-49 INSULATION IS REQUIRED IN pW co AND PENETRATIONS,TO FORM A WATER TIGHT ASSEMBLY. ALL FLASHING TO BE ATTIC CEILING SPACES, INSTALLING R-38 OVER 100% OF THE 16 OUNCE AND EXTEND AT LEAST 8" ABOVE INTERSECTING SURFACES. 0 4.THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION AGAINST CEILING AREA REQUIRING INSULATION SHALL BE DEEMED TO ( ¢ Q 14. ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE WEATHER (RAIN, WIND, STORMS, FROST OR HEAT) SO AS TO MAINTAIN ALL WORK, SATISFY THE REQUIREMENT FOR R-49 INSULATION WHEREVER CL RESIDENTIAL CODE OF NYS AND THE APPROVED ELECTRICAL INSPECTOR. MATERIALS, EQUIPMENT AND FIXTURES FREE FROM DAMAGES, REPAIR ANY ELECTRICAL NOTES FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION EXTENDS O- ¢ O THE FINAL UL CERTIFICATE! OF APPROVAL MUST BE PRESENTED TO THE OWNER DAMAGE TO PROPERTY OF THE OWNER WHICH IS TO REMAIN IN USE, OR THAT OF CONTROLLED INSPECTION Q _ OVER THE WALL TOP PLATE AT EAVES. 0 111 Lu ANY PERSON, OR PERSONS ON OR OFF THE SITE, CAUSED BY THE DEMOLITION 1.ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND °d v --� PRIOR TO FINAL PAYMENT. WORK WITHOUT ADDITIONAL EXPENSE TO THE OWNER. REGULATIONS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL p z m z �' OTHER STATE AND LOCAL CODES AND REQUIREMENTS. REQUIREMENTS 7. AS PER N1102..22, WHERE INSULATION VALUES ABOVE R-30 I_- w W 15.THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE CLEANED OF ALL DEBRIS ARE REQUIRED N CEILINGS WITHOUT ATTIC SPACES AND THE � = z U 5. CONTRACTOR SHALL ADEQUATELY BRACE AND SHORE ALL EXISTING v ¢ � AND EXCESS MATERIALS,1-0 THE SATISFACTION OF THE OWNER, INCLUDING ASSEMBLY DOES NOT ALLOW SUFFICIENT SPACE FOR THE U I- z W STRUCTURAL ELEMENTS TO REMAIN DURING DEMOLITION AND CONSTRUCTION. 2.THE CONTRACTOR IS TO PROVIDE AN ELECTRICAL INSPECTION AND AN 1. AS PART OF THE CONTRACT FOR CONSTRUCTION,THE GC FOR THE PROJECT w >- Q W w co ;25 LABELS AND PROTECTIVE COATINGS ON ALL MATERIALS. REQUIRED INSULATION THE MINIMUM REQUIRED INSULATION BRACING TO REMAIN IN PLACE UNTIL FINAL STRUCTURAL ELEMENTS ARE UNDERWRITERS CERTIFICATE TO THE OWNER UPON COMPLETION OF THE WORK. MUST RETAIN A THIRD PARTY ENGINEERING CONSULTANT(SPECIAL INSPECTOR) � _ ¢ o = p � INSTALLED IN THEIR ENTIRETY. FOR SUCH ROOF/CEILING ASSEMBLIES SHALL BE R-30. THIS IS U < p ¢ z p 16. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF 3. ALL SMOKE DETECTORS AND OTHER LIFE SAFETY DEVICES TO BE SUPPLIED AND TO CONDUCT CONTROLLED INSPECTIONS OF ALL STRUCTURAL COMPONENTS LIMITED TO 500 SQUARE FEET OR 20% MAX OF THE TOTAL LIENS,SIGNED BY ALL SUB-CONTRACTORS AND MATERIAL SUPPLIERS, IN ADDITION INDICATED ON THE PLANS, INCLUDING BUT NOT LIMITED TO PILE INSTALLATION, INSULATE CEILING AREA, WHICHEVER IS LESS. TO THE GENERAL CONTRACTOR. 6. PERFORM THE DEMOLITION WORK IN SUCH A MANNER AS TO PREVENT FIRES. INSTALLED PER CODE. CONCRETE FORMWORK PLACEMENT, REBAR PLACEMENT, REBAR COVER, REMOVE ALL ACCUMULATED DEBRIS PROMPTLY. DISPOSAL BY BURNING WILL SPECIFIED CONCRETE STRENGTH, CONCRETE POURING DISTRIBUTION, m 17. PERMIT FEES FOR ANY AND ALL GOVERNING AGENCIES ARE THE OWNER'S NOT BE PERMITTED ON SITE. ALL DEBRIS SHALL BE DISPOSED OF IN A LEGAL, 4. G.F.I. CIRCUITS AND OUTLETS TO BE PROVIDED IN ALL BATHROOMS, KITCHEN, CONCRETE ULTIMATE STRENGTH, MASONRY, ALL FRAMING INCLUDING JOISTS, 8• THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND WORKMAN-LIKE MANNER. GARAGE, AND AS REQUIRED BY CODE. VERIFIED AS HAVING AS AIR LEAKAGE RATE NOT EXCEEDING Q RESPONSIBILITY. THE ARCHITECTS TAKE NO RESPONSIBILITY FOR DELAYS OF BEAMS AND GIRDERS, BOLTING AND ALL STEEL CONNECTIONS (BOLTED AND THREE AIR CHANGES PER HOUR IN CLIMATE ZONE 4. TESTING TO U GOVERNMENT AGENCIES. 7.ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES, 5. ELECTRIC SERVICE SHALL BE INCREASED AS REQUIRED IN ORDER TO HANDLE WELDED). ALL INSPECTION REPORTS TO BE SUBMITTED TO THE ARCHITECTS AS COMPLY WITH THE REQUIREMENTS OF THIS SECTION. z 18. CONTRACTOR SHALL MAKE NO SUBSTITUTIONS OR DEVIATIONS FROM THESE FURNISHINGS AND DECOR ITEMS SHALL BE STORED AND PROTECTED FROM THE IMPOSED ELECTRIC LOAD AT PEAK DEMAND. WORK PROGRESSES. DAMAGE UNTIL THE OWNER DETERMINES THE COURSE OF ACTION TO BE TAKEN CONSTRUCTION DRAWINGS WITHOUT SPECIFIC APPROVAL FROM THE 2. CONTROLLED INSPECTIONS ARE REQUIRED REGARDLESS OF INSPECTIONS ARCHITECTS PRIOR TO START OF WORK. ANY CHANGES MADE BY THE WITH SAME. CONDUCTED BY MUNICIPALITIES,AND REGARDLESS OF WHETHER OR NOT WORK Q CONTRACTOR (STRUCTURAL MEMBERS, WINDOW CHANGES, ETC) RESULTING 8. PROTECT AND MAINTAIN EXISTING UTILITY LINES WHICH ARE TO REMAIN IN PASSES INSPECTION BY THE BUILDING INSPECTOR OF THE LOCAL MUNICIPALITY Q IN CODE VIOLATIONS OR CAUSING THE FAILURE OF ANY BUILDING DEPARTMENT .HAVING JURISDICTION SERVICE IN SUCH A MANNER AS TO AVOID INTERRUPTION OF THESE LINES. INSPECTION WILL RESULT IN THE CONTRACTOR REPLACING THE COMPLETED � z � O CAP ALL UTILITY LINES TERMINATED BY THE DEMOLITION WORK IN A MANNER HVAC NOTES _ NON-COMPLIANT WORK TO MEET THE REQUIRED SPECIFICATIONS AT 3. A FINAL PILE LOG MUST BE SUBMITTED TO THE ARCHITECTS AT THE COMPLETION r� � �' !1 ! CONTRACTOR'S COST. ARCHITECTS WILL NOT BE RESPONSIBLE FOR APPROVED BY THE GOVERNMENTAL AUTHORITIES AND UTILITY COMPANIES OF INSTALLATION, CERTIFIED BY A NY STATE LICENSED ENGINEER PRESENT ON ` :;; co HAVING JURISDICTION. ¢ ,- to u- CONTRACTOR DEVIATIONS FROM THE APPROVED PLANS. SITE DURING INSTALLATION TO CERTIFY THAT ALL PILES ARE INSTALLED AS PER o o 0 1.ALL HVAC WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS PLANS TO THE ULTIMATE BEARING CAPACITY OF 200% (DESIGN LOADS INDICATEDR VAR _ 8 2�,023 �d yJ 9.ALL EXISTING DUCTWORK, ELECTRICAL EQUIPMENT, ETC. IN AREAS TO BE z � .r AGREEMENT BETWEE19. UNLESS DNDBY A SEPARATE TH!E OWNER AND TONSTRUCTION RE ARCHITECT, HE(NISTRATION INFORMATION DEMOLISHED SHALL BE PROTECTED AND RELOCATED AS REQUIRED ACCORDING AND ALL STANDARDS REFERENCED THEREIN.OF THE NYS RESIDENTIAL AND NYS ENERGY CONSERVATION CODES,AND ON FOUNDATION PLAN X A SAFETY FACTOR OF 2). TO FIELD CONDITIONS. Soutv, = SHOWN ON THESE DRAWINGS CONSTITUTES THE EXTENT OF ARCHITECTURAL 4. CONFIRMATION SHALL BE PROVIDED BY THE GC TO THE ARCHITECTS Board of Trustees U SERVICES RENDERED TO THE CLIENT. THE ARCHITECT HAS NO FURTHER 10. PROVIDE DUST-TIGHT PARTITIONS BETWEEN AREAS WHERE DEMOLITION WORK 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF THE HVAC CERTIFYING THAT THE CONCRETE INSTALLED IS 4,000 PSI STRENGTH AS F- CONTRACTUAL OBLIGATION TO THE CLIENT BEYOND THE PREPARATION OF IS BEING PERFORMED AND AREAS WHICH ARE FINISHED OR IN USE. SYSTEM AND ALL DUCTWORK, BASED ON THE CODES ABOVE. INDICATED IN THE DRAWINGS, EVIDENCED BY 7 AND 28 DAY BREAK REPORTS. m CONSTRUCTION DRAWINGS REQUIRED TO OBTAIN A BUILDING PERMIT IN Q ACCORDANCE WITH ALL APPLICABLE CODES. IN ALL CASES,THE ARCHITECT 11. LEAVE EACH AREA BROOM CLEAN UPON COMPLETION OF EACH WORK DAY. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING THE EXISTING 5. A FINAL LETTER OF CERTIFICATION SHALL BE PROVIDED TO THE ARCHITECTS DISCLAIMS ANY AND ALL RESPONSIBILITY IF THE BUILDING IS CONSTRUCTED WHERE NEW CONSTRUCTION ABUTS OR ENCLOSES AN EXISTING EXTERIOR HVAC SYSTEM, IF APPLICABLE, AND DETERMINING IF THE EXISTING SYSTEM BY THE G.C. UPON COMPLETION OF WORK CERTIFYING THAT ALL WORK HAS BEEN WITH DIMENSIONS, SIZES OR MATERIALS THAT DEVIATE FROM THESE DRAWINGS. WALL. IS SUFFICIENT TO HANDLE ANY ADDITIONAL HEATING/COOLING LOADS,AND DONE IN ACCORDANCE WITH THE APPROVED PERMIT PLANS FOR SUBMISSION DRAWING NUMBER: SHALL RECOMMEND UPGRADES TO THE SYSTEM AS REQUIRED. TO THE BUILDING DEPARTMENT AND FOR THE ARCHITECTS RECORDS. 12. WHERE NEW CONSTRUCTION ABUTS OR ENCLOSES AN EXISTING EXTERIOR 4. CONTRACTOR SHALL COORDINATE ALL DUCTWORK AND SOFFIT LOCATIONS 6. GABY TCHILINGUIRIAN, AS ARCHITECT OF RECORD, HAS NO RESPONSIBILITY FOR WALL, REMOVE THE EXTERIOR FINISH AND SHEATHING DOWN TO EXISTING WITH THE OWNERS AND ARCHITECTS PRIOR TO FABRICATION AND INSTALLATION. CONSTRUCTION SUPERVISION, MANAGEMENT OR INSPECTIONS OF ANY KIND. STUDS, IN PREPARATION FOR NEW GYPSUM BOARD AND INTERIOR FINISH. Alml I L Dr� Nm7l A uUD �E� tow' N WEFFECTIVE 2TH 2020 OF MAY1 (i a E R301.1 -APPLICATION: R317.1 - PROTECTION AGAINST DECAY: R502.6- BEARING: R802.3.1 - CEILING JOIST AND RAFTER CONNECTIONS: N 00 'iE ' BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE CONSTRUCTED TO AREAS SUBJECT TO DECAY DAMAGE REQUIRE THE USE OF AN APPROVED SPECIES THE ENDS OF EACH JOIST, BEAM OR GIRDER SHALL HAVE NOT LESS THAN 1 1/2" CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER IN ACCORDANCE ' E SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, AND GRADE OF LUMBER, PRESSURE PRESERVATIVE-TREATED IN ACCORDANCE WITH BEARING ON WOOD OR METAL AND NOT LESS THAN 3" ON MASONRY OR CONCRETE WITH TABLE R802.5.1(9), AND THE RAFTER SHALL BE NAILED TO THE TOP WALL PLATE U FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY AWPA U1.��THESE AREAS INCLUDE WOOD JOISTS WITHIN 18"AND WOOD GIRDERS EXCEPT WHERE SUPPORTED ON A 1" X 4" RIBBON STRIP AND NAILED TO THE IN ACCORDANCE WITH TABLE R602.3(1). CEILING JOISTS SHALL BE CONTINUOUS OR i p Z THIS CODE. THE CONSTRUCTION OF BUILDINGS AND STRUCTURES IN ACCORDANCE WITHIN 12 OF EXPOSED GROUND IN CRAWLSPACES, WOOD MEMBERS THAT REST ON ADJACENT STUD OR BY THE USE OF APPROVED JOIST HANGERS. THE BEARING ON SECURELY JOINED IN ACCORDANCE WITH TABLE R802.5.1(9)WHERE THEY MEET OVER Q Q r^, WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS LESS THAN 8" FROM MASONRY OR CONCRETE SHALL BE DIRECT, OR A SILL PLATE OF 2" MIN NOMINAL INTERIOR PARTITIONS AND ARE NAILED TO ADJACENT RAFTERS TO PROVIDE A Q � U ko COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS OF THE TRANSFER OF EXPOSED GROUND, SILLS AND SLEEPERS ON CONCRETE OR MASONRY SLABS, THE THICKNESS SHALL BE PROVIDED UNDER THE JOIST, BEAM OR GIRDER. CONTINUOUS TIE ACROSS THE BUILDING WHERE SUCH HOISTS ARE PARALLEL TO THE C3C J Q H � J Wcv a, LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS, RAFTERS. w m > THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING R502.6.1 - FLOOR SYSTEMS: = zE 1O THIS CODE ARE DE=EMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. HAVING A CLEARANCE OF LESS THAN 6" FROM THE GROUND AND WOOD JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP NOT WHERE CEILING JOISTS ARE NOT CONNECTED TO THE RAFTERS AT THE TOP WALL •� ~ � � Ln FRAMING/FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY LESS THAN 3" AND SHALL BE NAILED TOGETHER WITH A MIN OF THREE 10d FACE PLATE, JOISTS CONNECTED HIGHER IN THE ATTIC SHALL BE INSTALLED AS RAFTER1= CL ~ .� 002 R301.2.1.2 - PROTECTION OF OPENINGS: OR CONCRETE WALLS UNLESS AN APPROVED VAPOR RETARDER IS APPLIED TO THE NAILS. TIES, OR RAFTER TIES SHALL BE INSTALLED TO PROVIDE A CONTINUOUS TIE. WHERE b_p -q Q u EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS SHALL WALL PRIOR TO INSTALLATION. CEILING JOIST ARE NOT PARALLEL TO RAFTERS, RAFTER TIES SHALL BE INSTALLED. �_ _ }' O BE PROTECTED FROM WINDBORNE DEBRIS AS PER ASTM E 1996 AND ASTM E 1886 AS R502.7.1 - BRIDGING: RAFTER TIES SHALL NOT BE LESS THAN 2" X 4", INSTALLED IN ACCORDANCE WITH THE w MODIFIED BY 301.2'.1.2.1. EXCEPTION: UPON COMPLETION, CONTRACTOR SHALL R318.1 - SUBTERRANEAN TERMITE CONTROL: JOISTS EXCEEDING THE DEPTH OF A NOMINAL 2x12 SHALL BE SUPPORTED LATERALLY CONNECTION REQUIREMENTS IN TABLE 5802.5.1(9), OR CONNECTIONS OF z PROVIDE 1/2 PLYWOOD PANELS (8-0 MAXIMUM SPAN) SIZED TO FIT OVER EACH ALL SILLS AT FOUNDATIONS TO BE PRESSURE PRESERVATIVE-TREATED WOOD IN BY SOLID BLOCKING, DIAGONAL BRIDGING (WOOD OR METAL), OR A CONT 1x3 STRIP EQUIVALENT CAPACITIES SHALL BE PROVIDED. WHERE CEILING JOISTS OR RAFTERS F- GLAZED OPENING. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING ACCORDANCE WITH AWPA STANDARDS AND R317.1. PROVIDE METAL PLASTIC NAILED ACROSS THE BOTTOM OF JOISTS PERPENDICULAR TO JOISTS NOT EXCEEDING ARE NOT PROVIDED, THE RIDGE FORMED BY THESE RAFTERS SHALL BE SUPPORTED SURROUNDING THE OPENING CONTAINING THE GLAZED OPENING. PANELS SHALL BE TERMITE SHIELDS AT ENTIRE PERIMETER OF SILL. V OC. BY A WALL OR GIRDER DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING 0 PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED PRACTICE. c WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT HARDWARE AND R401.4.1 - GEOTECHNICAL EVALUATION: R502.8.1 -SAWN LUMBER-CUTTING, NOTCHING AND DRILLING: PERMANENTLY INSTALLED ANCHORS ON THE BUILDING SHALL BE UNLESS OTHERWISE NOTED ON THE DRAWINGS AND SUBSTANTIATED WITH A NOTCHES IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL NOT EXCEED COLLAR TIES OR RIDGE STRAPS TO RESIST UPLIFT SHALL BE CONNECTED IN THE CORROSION-RESISTANT. STRUCTURAL SOIL TEST, ALL FOOTINGS SHALL BEAR ON SOLID, UNDISTURBED SOIL ONE-SIXTH THE DEPTH OF THE MEMBER, SHALL NOT BE LONGER THAN ONE-THIRD UPPER THIRD OF THE ATTIC SPACE IN ACCORDANCE WITH TABLE R602.3.1. COLLAR WITH A MINIMUM BEARING CAPACITY OF 1,500 POUNDS PER SQUARE FOOT. THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE TIES SHALL NOT BE LESS THAN 1"X 4", SPACED NOT MORE THAN 4 FEET ON CENTER. R301.2.2 - SEISMIC PROVISIONS: ONE-THIRED OF THE SPAN. NOTCHES AT THE ENDS OF THE MEMBER SHALL NOT PROJECT LIES IN SSEISMIC ZONE B OR C, AND AS A ONE OR TWO FAMILY RESIDENCE IS R403.1.6 - FOUNDATION ANCHORAGE: EXCEED CNE-FORTH THE DEPTH OF THE MEMBER. THE TENSION SIDE MEMBERS 4 R802.7.1.2 - RAFTER NOTCH / CEILING JOIST TAPER CUT: EXEMPT FROM SEISMIC REQUIREMENTS OF THIS CODE. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE INCHES OR GREATER IN NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT AT TAPER CUTS AT THE ENDS OF CEILING JOISTS SHALL NOT EXCEED ONE-FORTH THE PLATES OF BRACED WALL PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS THE ENDS OF THE MEMBERS. THE DIAMETER OF HOLES BORED OR CUT INTO DEPTH OF THE MEMBER WHEN MEASURED FROM THE INSIDE FACE OF THE EXTERIOR R301.12 - DRAFTSTOPPING AND ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH A MEMBERS SHALL NOT EXCEED ONE-THRIED THE DEPTH OF THE MEMBER. HOLES STUD WALL. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND MINIMUM OF 1/2" DIAMETER ANCHOR BOLTS SPACE AT 6 FEET MAX ON CENTER. SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM OF THE MEMBER, OR BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BOLTS SHALL EXTEND A MINIMUM OF 7 INCHES INTO CONCRETE OR GROUTED CELLS TO ANY OTHER HOLE LOCATED IN THE MEMBER. WHERE THE MEMBER IS ALSO R802.8.1 - BRIDGING: v Z BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED OF CONCRETE MASONRY UNITS. THE BOLTS SHALL BE LOCATED IN THE MIDDLE NOTCHED, THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE NOTCH. RAFTERS AND CEILING JOISTS EXCEEDING THE DEPTH OF A NOMINAL 2x10 SHALL BE 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO THIRD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL BE TIGHTENED ON SUPPORTED LATERALLY BY SOLID BLOCKING, DIAGONAL BRIDGING (WOOD OR METAL) Z APPROXIMATELY E=QUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR EACH ANCHOR BOLT. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE R502.8.2 - ENGINEERED WOOD - CUTTING, NOTCHING AND DRILLING: OR A CONTINUOUS 1"X3"WOOD STRIP NAILED ACROSS THE RAFTERS OR CEILING rvoo MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN SEVEN CUTS, NOTCHES AND HOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE LUMBER, JOISTS AT INTERVALS NOT EXCEEDING V OC. Uj O PROVIDED IN FLOOR- = CEILING ASSEMBLIES UNDER THE FOLLOWING BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION. INTERIOR BEARING WALL STRUCTURAL GLUE-LAMINATED MEMBERS, CORSS-LAMINATED TIMBER MEMBERS OR CIRCUMSTANCES: (1) CEILING IS SUSPENDED UNDER THE FLOOR FRAMING, (2) FLOOR SOLE PLATES ON MONOLITHIC SLAB FOUNDATIONS THAT ARE NOT PART OF A BRACED I-JOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S R806.1 - ROOF VENTILATION REQUIRED: FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. WALL PANEL SHALL BE POSITIVELY ANCHORED WITH APPROVED FASTENERS. RECOMMENDATIONS OR WHERE THE EFFECTS OF SUCH ALTERATIONS ARE ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS AREO z SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER BY A REGISTERED APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS V) 0 W R308.4 - GLAZING IN HAZARDOUS LOCATIONS: R404.1.7 - BACKFILL PLACEMENT: DESIGN PROFESSIONAL. VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED W w GLAZING IN THE FOLLOWING AREAS SHALL BE TEMPERED SAFETY GLAZING: GLASS IN BACKFILL SHALL NOT BE PLACED AGAINST FOUNDATION WALLS UNTIL THE WALL HAS AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A z SWINGING AND SLIDING DOORS AND FIXED SIDELIGHTS, TUB AND SHOWER BEEN BRACED BY THE INSTALLATION OF THE FLOOR SYSTEM, AND THE CONCRETE R502.9 - FASTENING LEAST DIMENSION OF 1/16" AND 1/4" MAXIMUM. OPENINGS IN ROOF FRAMING ENCLOSURES, ADJACENT TO DOORS WITHIN 24", AND WINDOWS WITH AREAS OF HAS DEVELOPED SUFFICIENT STRENGTH. UNLESS OTHERWISE NOTED, FRAMING SHALL BE NAILED IN ACCORDANCE WITH MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7.REQUIRED O GLASS GREATER THAN 9 SQUARE FEET, HAVING THE BOTTOM EDGE OF GLAZING LESS TABLE R603.3(1). WHERE POSTS AND BEAM OR GIRDER CONSTRUCTION IS USED TO VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. ..J W THAN 18"ABOVE THE FLOOR, THE TOP EDGE OF GLAZING MORE THAN 36"ABOVE THE UR406.1 - CONCRETE AND MASONRY FOUNDATION DAMPPROOFING: SUPPORT FLOOR FRAMING, POSITIVE CONNECTIONS SHALL BE PROVIDED TO ENSURE �� Q z FLOOR AND A WALKING SURFACE WITHIN 36" HORIZONTALLY FROM THE GLAZING. EXCEPT AS SPECIFIED IN R406.2, FOUNDATION WALLS THAT RETAIN EARTH AND AGAINST UPLIFT AND LATERAL DISPLACEMENT. R806.2 - MINIMUM VENT AREA: Q ENCLOSE USABLE SPACES AND FLOORS LOCATED BELOW GRADE SHALL BE THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE LJJ R310 - EMERGENCY ESCAPE AND RESCUE OPENINGS: DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. R507.7.1 - DECK POST TO DECK BEAM: VENTED SPACE. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST MASONRY WALLS SHALL HAVE 3/8" MINIMUM PORTLAND CEMENT PARGING APPLIED DECK BEAMS SHALL BE ATTACHED TO DECK POSTS BY MANUFACTURED GALVANIZED ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING MEETING THE TO THE EXTERIOR OF THE WALL. PARGING SHALL BE DAMPPROOFED WITH A POST-TO BEAM CONNECTORS SIZED FOR THE POST AND BEAM SIZES. ALL BOLTS R905.1.1 - ROOF UNDERLAYMENT: < Q FOLLOWING REQUIREMENTS: BITUMINOUS COATING, 3 POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT SHALL HAVE WASHERS UNDER THE HEAD AND NUT. UNDERLAYMENT FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM D226 TYPE 1, U < OR 118" COAT OF SURFACE BONDING CEMENT COMPLYING WITH ASTM C 887. ASTM D4869 TYPE 1, 11, 111 OR IV, OR ASTM D6757. cc 1. SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R507.8 -DECK POST HEIGHTS" (� G 2. MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. (GRADE FLOOR CLEAR R406.2 - CONCRETE AND MASONRY FOUNDATION WATERPROOFING: THE MAXIMUM HEIGHT FOR A 4x4 DECK POST SHALL BE 8 FEET. THE MAXIMUM FOR ROOF SLOPES 2 ON 12 TO 4 ON 12, UNDERLAYMENT SHALL BE TWO LAYERS OF C) OPENING 5.0 SQUARE FEET) IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS HEIGHT FOR A 6X6 DECK POST SHALL BE 14 FEET, MEASURED FROM THE BASE TO THE 15# FELT IN 36" STRIPS WITH A MINIMUM OVERLAP OF 19". FOR ROOF SLOPES 4 ON 12 c--I 3. MINIMUM OPENING HEIGHT SHALL BE 24 INCHES. EXIST, EXTERIOR FOUNDATION WALLS THAT ENCLOSE USABLE SPACES AND FLOORS UNDERSIDE OF THE BEAM. AND TREATED, UNDERLAYMENT SHALL BE ONE LAYER OF 15# FELT APPLIED IN C) 4. MINIMUM OPENING WIDTH SHALL BE 20 INCHES. LOCATED BELOW GRADE SHALL BE WATERPROOFED WITH A MEMBRANE EXTENDING SHINGLE FASHION, PARALLEL TO THE EAVE AND LAPPED 2". END LAPS SHALL BE 4" 5. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. THE MEMBRANE SHALL R507.8.1 - DECK POST TO DECK FOOTING: AND AND SHALL BE OFFSET BY 6 FEET. OPERATIONAL FROM THE INSIDE WITHOUT THE USE OF KEYS OR TOOLS. CONSIST OF 2-PLY HOT MOPPED FELTS, 55 POUND ROLL ROOFING, 6-MIL POLYVINYL POSTS SHALL BEAR ON FOOTINGS AND SHALL BE RESTRAINED TO PREVENT LATERAL 6. AREA OF WINDOW WELLS SHALL NOT BE LESS THAN 9 SF WITH A MINIMUM CHLORIDE, 6-MIL POLYETHYLENE, 40-MIL POLYMER-MODIFIED ASPHALT, 60-MIL DISPLACEMENT AT THE BOTTOM SUPPORT. LATERAL RESTRAINT SHALL BE PROVIDED ASPHALT SHINGLES ARE NOT PERMITTED FOR ROOF SLOPES LESS THAN 2 ON 12. DIMENSION OF 3 FLEET. FLEXIBLE POLYMER ASPHALT, 1/8" CEMENT-BASED FIBER-REINF WATERPROOF BY MANUFACTURED GALVANIZED CONNECTORS INSTALLED IN ACCORDANCE WITH COATING, OR 60-MIL SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. ALL JOINTS 5507 AND THE MANUFACTURER'S INSTRUCTIONS. R905.1.2 - ICE BARRIERS: R311.7.1 - STAIRWAY WIDTH: IN MEMBRANE WATERPROOFING SHALL LAPPED AND SEALED WITH AN ADHESIVE PROVIDE AN ICE BARRIER CONSISTING OF A SELF-ADHERING POLYMER MODIFIED STAIRWAYS SHALL. NOT BE LESS THAN 36" CLEAR AT ALL POINTS ABOVE THE COMPATIBLE WITH THE MEMBRANE. R602.3.1 - STUD SIZE AND SPACING: BITUMEN SHEET FROM EDGE OF EAVE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR HANDRAIL HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON ALL STUDS SUPPORTING 1 FLOOR AND A ROOF TO BE 2 X 4 STUDS 16" OC. ALL STUDS WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 N EITHER SIDE OF THE STAIRWAY. R407.1-2 - COLUMN PROTECTION: SUPPORTING 2 FLOORS AND A ROOF TO BE 2 X 6 STUDS 16" OC. ON 12, THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36" MEASURED �- N WOOD COLUMNS IN CONTACT WITH OR EMBEDDED IN CONCRETE SHALL BE ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. m = R311.7.5 - STAIRWAY TREADS AND RISERS: PRESSURE TREATED. STEEL COLUMNS' SURFACES SHALL BE PAINTED WITH A SHOP R602.3.2 - TOP PLATE: D MAXIMUM RISER HEIGHT SHALL BE 8 1/4 INCHES AND THE MINIMUM TREAD DEPTH COAT OF RUST-INHIBITIVE PAINT, OR GALVANIZED. WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO R905.2.5 - ROOF FASTENERS: > = SHALL BE 9 INCHES. PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS R407.3 - COLUMN STRUCTURAL REQUIREMENTS: PARTITIONS. END JOINTS SHALL BE OFFSET AT LEAST 24". PLATES SHALL HAVE A MIN STEEL, ALUMINUM OR COPPER ROOFING NAILS, MIN 12 GAGE HEAD, COMPLYING WITH W R311.7.8 - STAIR HANDRAILS: COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE NOMINAL THICKNESS OF 2 AND HAVE A WIDTH EQUAL TO THE STUD WIDTH. ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND z HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH BOTTOM END. WOOD COLUMNS SHALL NOT BE LESS THAT 4"X 4", STANDARD PIPE OR NOT LESS THAN 3/4" INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS < TWO OR MORE RISERS. HANDRAILS SHALL BE MOUNTED BETWEEN 34 AND 38 INCHES AND STEEL COLUMNS SHALL NOT BE LESS THAN 3" 0 EQUAL. R602.6- DRILLING AND NOTCHING OF STUDS: LESS THAN 3/4" THICK, THE FASTENERS SHALL PENETRATE THROUGH THE ce$ Ix 0 LU � , , w J (f) ABOVE STAIR TREAD NOSINGS. ANY EXTERIOR OR BEARING STUD MAY NOT BE CUT OR NOTCHED TO A DEPTH SHEATHING. z �- 0 � > R408.1 - CRAWLSPACE VENTILATION: GREATER THAN 25% OF IT'S WIDTH. (NONBEARING STUDS 40% WIDTH MAX). ANY STUD LL z m z �-- LU R312.1 - GUARDS REQUIRED: THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE MAYBE BE BORED OR DRILLED PROVIDING THE DIAMETER IS NO GREATER THAN 60% R905.2.6 - ROOF ATTACHMENT: Y = z V PORCHES, BALCONIES AND RAISED FLOOR SURFACES LOCATED MORE THAN 30 EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT) SHALL OF STUD WIDTH, AND THE EDGE IS NO CLOSER THAN 5/8" TO THE EDGE OF THE STUD, ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY V IV- i�: z W co INCHES ABOVE FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36 INCHES HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. AND IS NCT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED THE MANUFACTURER, BUT NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR W m ¢ W w co HIGH. SUPPORT RAILS FOR GUARDS SHALL BE SPACED AT A MAXIMUM OF 4"APART. THE MIN NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN 1 SQUARE IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED BETWEEN 40% AND 60% SHALL TWO FASTENERS PER INDIVIDUAL SHINGLE. WHERE THE ROOF EXCEEDS A SLOPE OF = Q ='Oco FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR SPACE AREA. ONE SUCH BE DOUBLED WITH NOT MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. 21 ON 12, SHINGLES SHALL BE INSTALLED AS REQUIRED BY THE MANUFACTURER. U ¢ z R314 - SMOKE ALARMS: VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. HARD WIRED, INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH R602.6.1 - DRILLING AND NOTCHING OF TOP PLATE: R1003.9 - CHIMNEY TERMINATION: pp SLEEPING ROOM, OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE R408.4 - CRAWLSPACE ACCESS: WHEN CUTTING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50% OF ITS WIDTH CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL HABITABLE STORY OF THE ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MIN OF 18"X 24". OPENINGS IS REQUIRED PROVIDE A GALVANIZED METAL TIE OF NOT LESS THAN 0.054" THICK X 1 BUILDING WITHIN 10 FEET, BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE HIGHEST DWELLING PER NFPA 72. THROUGH A PERIMETER WALL SHALL BE A MIN OF 16"X 24". WHEN ANY PORTION OF 1/2" WIDE FASTENED ACROSS AND TO THE TOP PLATE AT EACH SIDE OF THE OPENING POINT WHERE THE CHIMNEY PASSES THRU THE ROOF. THE THROUGH WALL ACCESS IS BELOW GRADE, AN AREAWAY OF NOT LESS THAN 16" WITH (8) 1Dd NAILS EACH SIDE MIN. METAL TIE MUST EXTEND MIN OF 6" PAST EACH Z R315 - CARBON MONOXIDE ALARMS: X 24" SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE SIDE OF THE OPENING. Q CARBON MONOXIDE ALARMS SHALL BE INSTALLED: THRESHOLD OF THE ACCESS OPENING. THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. R606.1 - GENERAL MASONRY CONSTRUCTION: Q 1. WITHIN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN X17 Q 2. ON ANY STORY OF A DWELLING UNIT WHERE FUEL-FIRED APPLIANCES AND R502.1.1 - SAWN LUMBER: ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE AND WITH THE 14 V < 4 EQUIPMENT, SOLID-FUEL BURNING APPLIANCES AND EQUIPMENT, FIREPLACES OR SAWN LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OF AN ACCREDITED LUMBER PROVISIONS OF TMS 402/ACI 530/ASCE 5. z O ATTACHED GARAGES ARE LOCATED. PROVIDE ADDITIONAL ALARMS AS REQUIRED TO GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN Q Q� ENSURE ALL SLEEPING AREAS ARE WITHIN 15' OF A CO DETECTOR. ALL ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20. IN LIEU OF A GRADE MARK, R606.2.1 - CONCRETE MASONRY UNITS: MAR _ u 2923 ALARMS SHALL BE INTERCONNECTED TO ACTIVATE ALL ALARMS WHEN ONE IS A CERTIFICATE OF INSPECTION ISSUED BY A LUMBER GRADING OR INSPECTION CONCRETE MASONRY UNITES SHALL CONFORM TO THE FOLLOWING STANDARDS: y ti 0 0 ACTIVATED, AND SHALL BE PROVIDED WITH BATTERY BACK-UP TO COMPLY WITH UL AGENCY MEETING THE REQUIREMENTS OF THIS SECTION SHALL BE ACCEPTED. ASTM C55 FOR CONCRETE BRICK, ASTM C 73 FOR CALCIUM SILICATE FACE BRICK, 2034. ASTM C 90 FOR LOAD-BEARING CONCRETE MASONRY UNITS Southold Town ASTM C 744 FOR r z dv> J Board of Trustees ye�.( P J �s e �. R502.1.2 - PREFABRICATED WOOD I-JOISTS: PREFACED CONCRETE AND CALCIUM SILICATE MASONRY UNITS, OR ASTM C 1634 FOR STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR PREFABRICATED WOOD CONCRETE FACING BRICK. U I-JOISTS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D F- 5055. R802.3 - FRAMING DETAILS: >_ RAFTERS SHALL BE FRAMED NOT MORE THAN 1 1/2" OFFSET FROM EACH OTHER TO A m R502.1.5 - STRUCTURAL COMPOSITE LUMBER: RIDGE BOARD OR DIRECTLY OPPOSITE FROM EACH OTHER WITH A GUSSET PLATE AS STRUCTURAL CAPACITIES FOR STRUCTURAL COMPOSITE LUMBER SHALL BE A TIE. RIDGE BOARD SHALL BE NOT LESS THAN 1" NOMINAL THICKNESS AND NOT ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5456. LESS IN DEPTH THAN THE CUT END OF THE RAFTER. AT VALLEYS AND HIPS THERE DRAWING NUMBER: SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2" NOMINAL THICKNESS AND NOT R502.2.2 - BLOCKING AND SUBFLOORING: LESS IN DEPTH THAN THE CUT END OF THE RAFTER. HIP AND VALLEY RAFTERS BLOCKING FOR FASTENING PANEL EDGES OR FIXTURES SHALL BE A MIN OF UTILITY SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING PARTITION OR BE GRADE LUMBER. SUBFLOORING SHALL BE A MIN OF UTILITY GRADE LUMBER, NO 4 DESIGNEE TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD. WHERE THE ROOF PITCH COMMON GRADE BOARDS OR WOOD STRUCTURAL PANELS AS SPECIFIED IN SECTION IS LESS THAN 3 ON 12, STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING R503.2. FIREBLOCKING SHALL BE OF ANY GRADE LUMBER. JOISTS (RIDGES, HIPS AND VALLEYS) SHALL BE DESIGNED AS BEAMS. r TABLE R301.2.1 CLIMATIC AND GEOGRAPHIC 2020 RESIDENTIAL CODE - DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER ITEL1 DESCRIPTION OF BUILDING ELEMENTS1 NUMBER AND TYPE OF FASTENERa,b,c SPACING AND LOCATION FLOOD AIR MEAN Floor XISIS'tRAPI. ENLV SNOW SPEED TOPOGR SPECIAL WIND WIND-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT FREEZING ANNUAL axf A�ix•��+ veD HAZARDSINDEX TEMP 24 2•subfloor to joist or girder Blind and face nail JC3-16d box(3'/2" x 0.135"):or V 14 1LOAD (MPH) EFFECTS REGION DEBRIS ZONE CRITERIA WEATHERING DEPTH TERMITE TEMP REQD 2-16d common(3'/2 x 0 162')P Pt ATF- Cl-• TOP PLATE SEE DRILLING AND 3-16d box(3 /2" 0 135"):or NOTCHN^�PR¢.I„^JG+t!: 20 PSF <140 MPH NO YES NO B SEVERE 36" MOD-HVY 11 d YES NO 618 52.1 25 z• ranks lank&beam-floor&roo 1 x At each bearing,face nail 4-J V secroNRao», 2-16d common(31/2'x 0.162') U OD .O sFcoNDSTDtr P (P WALL STJD- 3-16d common(31/2"x 0.162') f° JOS1SPMITTEDTO EFF OPILLING ANO TABLE R602.3(1) FASTENING SCHEDULE 4-10 box(3"x 0.128"),or .� � C7 Pf'CAT OR NOTCK D NOea TCN,43 PR-Jv04� F'_OD4t,1DS;T-• ermrrwwrar I IMR1i SECTION FGDI4 26 Band or rim joist to joist End nail EE£ORJNG AND 4-3'x 0.131'nails:or a-i r.v"rv)1`40Visluw NUMBER AND TYPE 4-3'x 14 a. sty les, '/16"crown V tLcncrvlrrza ITEM DESCRIPTION OF BUILDING ELEMENTS a b,c SPACING AND LOCATION g p L � Z C7 '`` Nail each layer as follows:32"o.c. r.J 1� 9OtTOM PLATE Aft rMN JCwST NAI;.EO tO OF FASTENER ' Y Q ++ r�-� 20d common 4'x 0.192';or at to and bottom and staggered.srlo Roof ( ) p 9g 0 TcrrLAtl - M o T __ , TABLE R301 .7 ALLOWABLE DEFLECTION,IN Piot'aN 1 Blocking between ceiling joists or rafters to top plate 4-8d box(2'/2•x 0.113')or 10d box(3•x 0.128');or 24'o.c.face nail at top and bottom Q = Q 3 8d common(2'12 es '-- x 0.131');or Built-up girders and beams,2-inch lumber 3•x 0.131'nails staggered on opposite sides DAtN JO15T Ort Fcael oc+caa AND ,IN■ Toe nail 27 ,-I W m (n s o Svc BMOitNG £EE CV1 Poos•w. 3-10d box(3'x 0.128');or layers And. LU m >- cV ere:roNNucz sL sLcnoNHsxe ALLOWABLE 3-3'x 0.131'nails 2-20d common(4'x 0 192");or = Z Z D Face nail at ends and at each splice V STRUCTURAL MEMBER 4-ad box(2 r2 x 0.113•);Dr 3 10d box(3"x 0.,28•);or � � 0 Ln U eE,q;NG DEFLECTION 3-8d common(2'/2"x 0.131');or 3-3•x 0.131'nails •L v,,11 2 Ceiling joists to top plate Per joist,toe nail 1 �- 1- w 3.10d box 3 x 0.128' or 4-16d box(31/2*x 0.135');or •� Rafters ha'�in slopes greater than 3:12 With ( • ) 00 g p- 3-3"x 0.131'nails 3-16d common(3 /2 x 0.162');or Q 1J � finished ceiling not attached to raiders U180 4-tOd box 3"x 0.128';Or 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail LAP JOIST 31N.%W g Ceiling joist not attached to parallel rafter,laps over ( ) 4-10d box(3"x 0.128•):or _ }; O t PLA1G OH 5'UCE EEE 6FF srrnctN r><.ra8 1 .� RANO JOISSECiLON P50:K1 3 partitions(see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 /2 x 0.162'):or Face nail 4-3'x 0.131"nails pH el0" FOR F,RE SLOCxlnt3 Interior walls and partitions H/180 8802.5.1 9 w U p ( )] 4-3"x 0.131"nails 29 Bridging to joist 2-10d(3'x 0.128") Each end.toe nail B-1 PL ,10r9T { :\>lI.'(S,. ',•-; } --- 1--'`� ;' Floors U36Q Ceiling joist attached to parallel rafter(heel joint) SPACING OF FASTENERS � Z OR SLPF'L 4 [see Sections 8802.3.1 and 8602.3.2 and Table Table 8802.5.1(9) Face nailtTEf tDESCRIPTION NUMBER AND Ed es Intermediate R802.5.1(9)] OF BUILDING ELEMENTS TYPE OF FASTENERa,b,c g.MATIO4 �LAe � Ceilings With brittle finishes (Including plaster U360 n supports''1 4-10d box(3"x 0.128");or (inches) '" and StUCCO) 5 Collar tie to rafter,face nail or 1 /4'x 20 ga.ridge strap to 3-10d common(3'x 0.148');or Face nail each rafter (inches) INTErWENAITE rafter 4-3'x 0.131"nails CU r'tATrcro+FRRNiNc NFAaNOIYRLL 9A;1rh14rnAM�VG Ceilings With flexible finishes (including gypsum U240 3-16d box nails(31/2"x 0.135"):or board 3-10d common nails(3'x 0.148'):or 2 toe nails on one side and 1 toe nail 6 Rafter or roof truss to plate 4.10d box(3'x 0.128');or tss+p°site side of each rafter or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing For SI: 1 inch =25.4 rnm, 1 foot = 304.8 mm. truss Other Structural members U240 4-3'x 0.131"nails [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] 7. 4-16d(3'12"x 0.135'):or 3 t 6d common(2'x 0.113')nail(subfloor,wall)!Exterior walls-wind laadsa With plaster or 3-10d common(3112 x 0.148');or Toe nail 30 Is"- 12" 8d common(21/2"x 0.131')nail(root) 6 121 N1360 FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING stucco finish 4-10d box ''3 x 0.128 ;or ( ) 31 19132"-1" Sd common nail(2112'x 0.131') 6 12' 9 7 Roof rafters to ridge,valley or hip rafters or roof rafter 4-3"x 0 131"nails 10d common(3"x 0.148')nail;or Exterior Walls-Wind loads With other brittle N1240 to minimum 2"ridge beam 3-16d box 3112 x 0.135•):or 32 11/s'-1114" 3d(2 /2"x 0.131')deformed nail 6 12 finishes 2.16d common(31/2 x 0.162');or End nail Other wall sheathing' 3-10d box(3•x 0.128');or 8 d 1/2* cellulosic fiberboard 111 "galvanized roofing nail.7/ 'head Exterior Walls-wind loads with flexible finishes H�120 3-3•x 0.131'nails 33 2 2 g g '� 3 s W CUT PLATETIED WITH STAGGER JOINTS 24 tN.OR sheathing diameter,or 1"crown staple 16 ga.,11/4'long SINGLE TE DOUBLE t6ESECTI STEEL SECTION /SEE SPLICE ECTION 602.TES Lintels supporting mason veneer wallsc, U600 TOP PLATE SEE SECTION 8602.6.1 f/ SEE SECTION 8002.3.2 S . 3 7 pl? � 34 a /3,"structural cellulosic 1 /4'galvanized roofing nail, /1e,"head diameter, 3 6 fiberboard sheathing or 1'crown staple 16 ga., 11/4"long z 1112'galvanized roofing nail;staple galvanized, FLXL44EIGI4TSTUDS Wall 35 112 gypsum sheathings 7 7 ADJACENT TO HEADER 16d common(3'/2 x 0.162') 24'o.c.face nail 1 /2 long; 1114"screws.Type W or S N SEE SECTION 8 Stud t°stud not at braced wall panels) 13/4"galvanized roofing nail:staple galvanized, 1 � 1 Rso27s ( P ) 10d box(3"x 0.128");or � a 4 9 9 P 9 LU O FtREBLOCKAROUNO 3'x 0.131'nails 16"o.c.face nail 36 /$'gypsum sheathing � 7 7 PIPE TABLE N1102.1.2(R402.1.2)INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 1'518'long: 15/s'screws,Type W or S ``HEADER- 16d box(31/2"x 0 135'):or Wood structural panels,combination subfloor underly ment to framing SEE TABLES R602.7(1) Stud to stud and abutting studs at intersecting wall corners 3"x 0.131"nails 12"o.c.face nail P Y 9 Q 0- AND R602.7(2) CRAWL 9 6d deformed(2"x 0.120")nail;or • • GLAZED WOOD MASS BASEMENT, SLAB° tat braced wall panels) 3 0 .-_JACK STUDS OR CLIMATE FENESTRATION SKYLIGHT° CEILING FLOOR SPACE' 16d common(3'12"x 0.162') 16•o.c.face nail 37 /<'and less � 6 12 TRIMMERS FENESTRATION FRAME WALL WALL WALL R-VALUE 8d common(2 /,x 0,131')nail ZONE U•FACTOR° U-FACTOR R-VALUE R-VALUE WALL ` w SHGCb.• R-VALUE R-VALUE' R-VALUE &DEPTH R-VALUE 16d common(31/2 x 0.162') 16'o.c.each edge face nail 1 WALL STUDS � 10 Built-up header(2'to 2'header with 112 spacer) 7/8* 8d common(2 /2 x 0.131•}nail:or L.� SEE SECTION R602-3 1 NR 0.75 0 25 30 13 314 13 0 0 0 16d box(31/2"x 0.135") 12'o c.each edge face nail 38 -1" ad deformed(21/2"x 0.120')nail 6 12 1 1 I"�'I 2 040 065 025 38 13 416 13 0 0 0 til f /1 3 0 35 0 55 0 25 38 20 or 13+5^ 8113 19 51131 0 5113 5-8d box(212 x 0 113');or 10d common(3'x 0.148')nail:or a exce 11 Continuous header to stud 4.8d common(2'/2'x 0.131'):or Toe nail 39 11/s'-1114" ad deformed 211 x 0.120" nail 6 12 t n hlanne 0 35 055 040 49 20 or 13+51 8113 19 10113 10.2 ft 10113 ( 2 ] Z V SOLID BLOCKINGd11a 4-10d box(3"x 0.128' 0 0 32 0 55 NR 49 20 or 13+5" 13117 30; 15119 10,2 ft 15119 eorrot.t Marine 4 16d common(31/2*x 0.162') 16'o.c.face nail PLATE 6 0 32 o 55 NR 49 20+5 or 13+10" 15120 309 15119 10.4 ft 15119 12 TO late to to late t.,� LU FLDOR JOlsrs P P P P 10d box(3"x 0.128');or 12•o.c.face nail 7 and 8 0.32 0 55 NR 49 20+5 or 13+10° 19121 389 15119 10.4 ft 15119 3"x 0.131'nails 7 SUBFLOOR I j' I UNLESS NOTED OTHERWISE,INSULATION AND FENESTRATION COMPONENTS SHALL MEET 8-16d common(3112 x 0.162'):or TABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES W Q Double top plate splice for SDCs A-02 with seismic braced 12-16d box(3112 x 0.135');or FOUNDATION THE PRESCRIPTIVE VALUES FOR CLIMATE ZONE 4. Face nail on each side of end joint W J -- -----) CRIPPLE WALL- 13 wall line spacing<25' 12-10d box(3•x 0.128'):or (minimum 24"la s lice len h each SEE SECTION R602.9 12-3'x 0.131"nails P P 9t SILL.PLATE -----•- - I side of end joint) � W Double top plate splice SDCs Do,DI,or D2:and braced wall 12.16d(31/2 x 0.135') /r line spacingZ <25' EXPOSURE B FOUNDATION I WALL STUDS 1 IN.By IN. - RAFTER ROOF Ultimate Design Wind Speed VuLr(mph) U Q DIAGONAL BRACE ANCHOR BOLTS EMBEDDED IN FABLE R301 .5 MINIMUM UNIFORMLY OR TRUSS SPAIN 110 115 120 130 140 U LET INTO STUDS FOUNDATION 6FT.o.c.MAX. ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa,b,c SPACING AND LOCATION SPACING feet DiSTRIBUTED LIVE �,•(�ADS (feet) Roof Pitch Roof Pitch Roof Pitch Roof Pitch Roof Pitch O CORNER AND PARTmoN Posrs 16d common (3'12' x 0.162') 16'D.C.face nail < 5:12 ! 5:12 < 5:12? 5:12 < 5:12>_ 5:12 < 5:12> 5:12< 5:12? 5:12 L� USE LIVE LOAD 14 Bottom plate to joist, rim joist, band joist or " x 0 2 . 1Gd box(3'! 135'): or blocking(not at braced wall panels) 12"o.c. face nail 12 48 43 59 53 70 64 95 88 122 113 C) Uninhabitable attics Without storageb 10 3"x 0.131'nails 18 59 52 74 66 89 81 122 112 157 146 3-16d box 3'/2"x 0.135" or APPLY APPROVED SHEATHING OR BRACE & _�:& -A ( ); 3 each 16"D.C.face nailF_ EXTERIOR WALLS WITH IIN.BY4IN.BRACES LET NOTE:ATHtROSTtlDANOIORPARMIONINTERSECTroN Uninhabitable attics With limited storagel'' 9 20 15 Bottom plate to joist, rim joist, band joist or x 0,162' : Or 2 each 16"D.C.face nail 24 71 62 89 79 108 98 149 137 192 178 INTO STUDS AND PLATES PLATE. TENDING FROM BACKING STUDS SHALL BE PERMITTED TOBE ORlfTTED blockingat braced wall panel) 2 16d common(31/,,* ) r� r� p BOTTOM PLATE TO TOP PLATE,DEVICES OTHER THROUGH THE USE OF WOOD BACKUP CLEATS.METAL ( P ) 28 79 69 99 88 121 109 167 153 216 200 ACCORD NCE WITH THE MANUFACTURER'S DiN DRYWALL CLIPS OR OTHER APPROVED DEVICES THAT Habitable attics and attics served With fixed stairs 30 4-3"x 0.131"nails 4 each 16"o.c.face nail 12` D.C. ACCORDANCE WITH THE MANUFACTURER'S %ILL SERVE AS ADEQUATE BACKING FOR THE FACING SPECIFICATIONS.SEE SECTION 8602.10. MATERIALS. 4-8d box(2112" x 0.113"); or 32 86 75 109 97 134 120 185 170 240 222 Balconies (exterior) and decksc' 40 3-16d box(31/2"x 0.135"): or 1 36 94 82 120 106 146 1 132 203 186 264 244 For SI: 1 inch=25.4 mm, 1 foot=304.8 mrn. Fire escapes 40 4 Sd common(2'/2'x 0.131"); or Toe nail 42 106 92 135 120 166 149 230 211 300 278 4-10d box(3" x 0.128'); or Guards and handrailsd 200' 16 op or bottom plate to stud 4-3"x 0.131"nails 40 118 102 151 134 185 166 258 236 336 311 M Guard in-fill componentsf 50h 3-16d box(3'/2' x 0.135"): or 12 64 57 78 70 93 85 126 117 162 150 o FIGURE 8602.3(2) FRAMING DETAILS0_42-16d common(3'12 x 0.162"); or 18 78 69 98 88 118 108 162 149 209 194 c m Passenger vehicle garages' 509 3-10d box(3"x 0.128'): or End nail 24 94 82 118 105 144 130 198 182 255 237 Q Rooms other than sleeping rooms 40 3-3"x 0.131'nails 28 105 92 132 117 161 145 222 1 203 287 266 W 00 3-10d box(3"x 0.128"); or 16" O.C. 32 114 100 145 129 178 160 246 226 319 295 O U L Sleeping rooms 30 17 Top plates, laps at comers and intersections 2 16d common(3'12" x 0.162"); or Face nail W ._ [ [ Stairs 40c3-3" x 0.131'nails 36 125 109 160 141 194 176 270 247 351 325 Z < CL J--1 I orJ htAX , I 3-8d box(2112"x 0.113'): or 42 141 122 180 160 221 198 30G 281 399 370 z¢ O -L_i-- 2 8d common (2'/2'x 0.131 ): or 48 157 136 201 178 2d6 221 343 314 447 414 Q U W I NO NOTCHES 1 -I (-- �D 18 1'brace to each stud and plate Face nail �. W 2 10d box(3' x 0.128'); or 12 96 86 118 106 140 128 190 116 244 226 °� LUCO orstiwx. )^ PER+.uTTED -"[ - Dl3rtAx. 2 staples 13/4* 18 118 104 148 132 178 162 244 224 314 292 0 Z CO Z - W I I CfME MAX SOR TABLE R802.5.1(9) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS 3-8d box(2'/2" x 0.113");or 24 142 124 178 158 216 196 298 274 384 356 W = Z OV ~ LES NOMINAL THAN 2-8d common (2'12' x 0.131"}: or � U � Q ~ � DIMENSION GROUND SNOW LOAD(psf) 19 1' x 6'sheathing to each bearing Face nail 20 158 138 198 17G 242 218 334 306 432 400 FLOOR JOIST-CENTER CURS 2-10d box(3"x 0.128"): or 24"o.c. W >. Q WJ N RAFTER RAFTER 209 30 50 70 2 staples, 1'crown, 16 ga., 1314'long 32 172 150 218 194 268 240 370 340 480 444 = co W = w 11 SPACING sRoofs an(feet) 3G 188 164 240 212 292 264 406 372 528 488 U 0 ¢ C) c 0 SLOPE (inches) ) 12 20 28 36 20 12 28 36 12 20 28 36 12 20 28 36 3-8d box(2112' x 0.113"); or Re uired number of 16d common nailS3,b per heel joint splicesc.,d,e, 3-8d common(21/2' x 0.131"): or 42 212 184 270 240 1 332 298 460 422 600 556 014 MAX 12 4 b 1 a lu 4 6 8 11 5 8 12 15 6 11 15 20 3-10d box(3'x 0.128"): or 48 1 236 204 1 302 268 1 370 1 332 1 516 472 672 622 � _ 3:12 16 5 8 10 13 5 8 11 14 6 11 15 20 8 14 20 26 3 staples, 1'crown, 16 ga., 1314"long } i24 7 11 15 19 7 11 16 21 9 16 23 30 12 21 30 39 I I 4 020 1" x 8"and wider sheathing to each bearing Wider than 1'x 8" Face nail _ 12 3 5 6 8 3 5 6 8 4 6 9 11 5 8 12 15 4-8d box(2'12" x 0.113"); or Q L 4:12 16 4 6 8 10 4 6 8 11 5 8 12 15 6 11 15 20 U D14 MAX. 1 I 24 5 8 12 15 5 9 12 16 7 12 17 22 9 16 23 29 3-8d common(21/2" x 0.131"): or 12 3 4 5 6 3 4 5 7 3 5 7 9 4 7 9 12 3-10d box (3'x 0.128"): or z 5:12 16 3 5 6 8 3 5 7 9 4 7 9 12 5 9 12 16 4 staples, 1"crown, 16 ga., 13/4'long a <I FLOOR JOIST-END CUTS 24 4 7 9 12 4 7 10 13 6 10 14 18 7 13 18 23 TABLE 8602.3(5)SIZE,HEIGHT AND SPACING OF WOOD STUDS 12 3 4 4 5 3 3 4 5 3 4 5 7 3 5 7 9 7:12 16 3 4 5 6 3 4 5 6 3 5 7 9 4 6 9 11 BEARNIG WALLS NONBEARING WALLS Maximum spacing Maximum spacing Maximum spacing 24 3 5 7 4 3 5 7 4 4 7 4 5 STUD SIZE 5 9 13 1T Laterally when supporting a when supporting one when supporting Maximum spacing Laterally Q Maximum (inches) 12 3 3 4 4 3 3 3 4 3 3 4 5 3 4 5 7 FIOOr unsupported roof-ceiling assembly floor,plus a roof- two floors plus a roof. when supporting Unsupported 5pacilig 9:12 16 3 4 4 5 3 3 4 5 3 4 5 7 3 5 7 9 4-8d box(21/2" x 0.113'); Or stud height' or a habitable attic ceiling assembly or a ceiling assembly or a one floor heights stud heights (inches) z !GG 60 24 3 4 6 7 3 4 6 7 3 6 8 10 4 7 10 13 1 (feet) assembly,only habitable attic habitable attic (inches) (feet) -� 21 Joist to sill,to late or girder 3-8d common(2 12 x 0.131"): or Toe nail (inches) assembly(inches) assembly(inches) ¢ P !� da Dr3 MAX. 12 3 3 3 3 3 3 3 3 3 3 3 d 3 3 4 5 p p g 3-10d box(3' x 0.128'); orco �_ ¢ - "� 12:12 16 3 3 4 4 3 3 3 4 3 3 4 5 3 4 5 7 3.3" x 0.131" nails c' U. 24 3 4 d 5 3 3 4 6 3 4 6 8 3 6 8 10 y ' o Sd box(21/2' x 0.113") 4'o.c.toe nail For SI: 1 inch=25.d mm, 1 foot=30d.8 mm, 1 pound per square foot=0.0479 kPa. 22 Rim joist, band joist or blocking to sill or top 8d common(21/2 x 0.131"); or 2 x 3b - - - - - 10 16 J �,�s�.rg yo ,�Q• 2 x 4 10 24c 16` - 24 14 24 - a.40d box nails shall be permitted to be substituted for 16d common nails. plate(roof applications also) 10d box(3" x 0.128'): or 6"D.C.toe nail 3 x 4 10 24 24 16 24 14 24 3' x 0.131" nails 2 x 5 10 24 24 - 24 16 24 U 2 IN.MIN.FROM TOP AND BOTTOM OF X ST 3-8d box(2'12 x 0.113'); or 2 x s 10 2a 2a 1s 24 20 2a f-- D (ACTUAL DEPTH) 23 1' x 6'subfloor or less to each joist 2-8d common (2112'x 0.131"); or Face nail m 3-10d box(3" x 0.128"); or Q For SI: 1 inch =25.4 mm. 2 staples, 1'crown, 16 ga., 1'-/4"long r� DRAWING NUMBER: I FIGURE R502.8 CUTTING, NOTCHING AND DRILLING TABLE R301.2.1.3 WIND SPEED CONVERSIONSa k':AR - 8 x')23 AN Southo!r] Town Vert 110111511201130114011501160117011801190 Z00 Boy rd of isf­ A Vasa 85 89 93 101 108 116 124 132 139 147155 TABLE 3.2A 5/8" ANCHOR BOLTS - SILL PLATE TO FOUNDATION CONNECTIONS V RESISTING SHEAR LOADS FROM WIND - EXPOSURE C (WFCM 2015) E 0 (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) u 000 .v +J cn E THREE SECOND GUST WIND SPEED (mph) 110 120 130 140 150 -1 @j 12" MAX. 12" MAX. 5/8" ANCHOR BOLTS L" o z �2 FOUNDATION BUILDING DIMENSION Q a0 _ � r^, NAILING AND STRAPPING SUPPORTING PERPENDICULAR TO NUMBER OF BOLTS 1,2,3 Q = v :E ° U � (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) SHEARWALL LINE REQUIRED IN SHEARWALL LINE -� L � X O. �•� O°. :. X � J W E! Q1 ° 12 2 2 3 3 3 C v 0 E N N °. 16 2 3 3 4 4 o - s= a � w NOTE: 20 3 3 4 4 5 v RIDGE ` M1 24 3 4 5 5 6 tiA rl Q t ALL STRAPPING TO BE 1 1 /4"X20 GAUGE STEEL OR _ ; Ll- o > BOARD 28 4 5 5 6 7 ,- s SIMPSON EQUIVALENT - CS20 (COILED STRAP) ROOF AND 1 32 4 5 6 7 8 w (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. SPECIFICATIONS) ROOFFLOOR 36 5 6 7 8 9 u z RAFTER 850 7 8 9 10 12 >' 1/2" ANCHOR BOLT ® 46" O.C. FOR 1 STORY 1/2" 60 89 11 12 14 0 AT RAFTER TO RIDGE CONNECTION ANCHOR BOLT ® 23" O.C. FOR 2 STORY 70 9 11 12 14 16 FOR RIDGE STRAP - 3 i 5/s" ANCHOR BOLT ® 72" O.C. FOR 1 STORY 5/8" ( ) 8D COMMON AT EACH END OF STRAP COLLAR TIE------------- ANCHOR BOLT ® 36" O.C. FOR 2 STORY 80 10 12 14 16 18 I FOR ALT. COLLAR TIE - (3) 10D COMMON NAILS AT EACH END �- 10 1/2' ANCHOR BOLT m 15" O.C. FOR 3rd STORY OR 20 4 5 6 6 7 ROOFS W/ A 12/7 PITCH 24 5 6 7 8 9 5/8" ANCHOR BOLT 0 23" O.C. FOR 3rd STORY OR 2$ 6 7 $ 9 10 ROOFS W/ A 12/7 PITCH 1) MIN. 7" EMBEDMENT INTO CONCRETE W/ 3" SQUARE 32 6 7 9 10 11 WASHERS AND END NUT SETUP ROOF AND 2 36 7 8 10 11 13 ROOF 2) ANCHOR NOTED HEREIN ARE TO BE USED FOR OR FLOORS 40 8 9 11 12 14 RAFTER REPLACED BY HOLD DOWNS FOR SHEARWALLS. 50 10 11 13 15 17 AT RAFTER TO TOP PLATE TO STUD CONNECTION 0 0 60 11 13 16 18 21 FOR STRAP - (3) 8D COMMON NAILS AT EACH END OF STRAP 3) 1 — ANCHOR BOLT IS TO BE LOCATED BETWEEN 6" 70 13 16 18 21 24 W MIN. >- TO 12" MAX. FROM ENDS OR CORNERS. 80 15 18 21 24 27 u FOR MTS12 - (7) 10D COMMON NAILS AT EACH END OF STRAP --�- BY "SIMPSON" CEILING ANCHOR BOLT SPECIFICATION (IAW WFCM 3.1.3.1) 28 7 9 10 11 13 JOIST ALL CONCRETE S/13SLUMA 32 8 10 11 13 15 IR ENTRAINED W/ 4" 36 9 11 13 15 17 W ALL ROOF PITCHES GREATER THAN 7/12 SHALL ROOF AND 3 40 10 12 14 16 18 Q 0 REQUIRE AB CONFIG FOR 3RD STORY DESIGN • FLOORS 50 13 15 17 20 23 • • z • 60 15 18 21 24 27 Q W • 70 17 21 24 28 32 W W 80 20 1 23 1 27 32 36 " ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. 1 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2. O CUT 2 ANCHOR BOLTS SHALL BE UNIFORMLY DISTRIBUTED ALONG THE LENGTH OF THE SHEARWALL LINE,AND IN NO CASE SHALL THE AT STUD TO FLOOR ASSEMBLY LENGTH ANCHOR BOLT SPACING EXCEED 6 FEET ON CENTER. FOR OTHER ANCHOR BOLT LIMITATIONS SEE SECTION 3.2.1.7. W TO STUD CONNECTION ; LEND 3 SILL PLATES ARE ASSUMED TO BE TREARED SOUTHERN PINE. (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) < 'SIMPSON' W W FOR STRAP - (9) 10D COMMON NAILS MTS 16 • USE A MINIMUM OF �•""— W AT EACH END OF STRAP SHOE PL. SPAN THREE 8d NAILS THIS -J J • SUBFLR. SIDE OF TRUSS. Q FOR ALTERNATE - (14) 10D COMMON NAILS , y; v • U STRAP CONFIG. FOR EACH STRAP RIM JOIST FLOOR V (TWO STRAPS TOTAL) JOIST • SIMPSON CS20 OR END •• 1-1/4" 20 GA. GALV. ENG V ' WC) — TOP PL. STRAPPING MIN. 12" F1 O ON STUD SURFACE (4 FOR SECOND FLR. SHEATHING TO OVERLAP - sd NAILS AT EA. ADDITIONS FIRST & SECOND FLOOR & ; END OF STRAP) STUDS BY MIN. 12" ° TWO 8d NAILS •° THREE 8d NAILS INTO PLATES INTO STUD STUD TO STUD CONNECTION SIMPSON STRONG—TIE CS20 HURRICANE STRAP SIMPSON STRONG—TIE H7Z OR 1-1/4" X 20 GA. STRAP "SIMPSON" HDU5 2-16d COMMON 04 • NAILS 0 6" O.C. m CV FOR FULL LENGTH "SIMPSON" HDU5 SHOE PL. OF STUD p 2—t6d COMMON/� W � AT STUD TO FLOOR ASSEMBLY SUBFLR. ° ° NAILS ® 6" NG � _ TO SILL PLATE CONNECTION OF STUD LENGTH RIM JOIST FLOOR BLOCKING 0 II °° Q FOR STRAP - (9) 10D COMMON NAILS JOIST ENDWAH ¢ ;z AT EACH END OF STRAP 'SIMPSON' • LTP4 •• TYP RIDGE STRAPPING DETAIL II _ . . w Lu • SILL PL. ° FOR ALTERNATE - LSU26SIMPSON STRONG—TIE ° p z_ � z � > STRAP CONFIG. (12) 8D COMMON NAILS ♦ d v a G •. . .'• LSSU28-2X8,2X1D,2X12 THIRD ROD W/ II W J 0 W LTP4 (12) 8D COMMON NAILS f a LSTA18 WITH (3) 8d COMMON NAILS LOCATED HILTI HIT HY150 Y = z U •; AT EACH END OF STRAP " II V I— � Z W ' �A • d ..a , �. EPDXY ANCHR U ¢ ~ N SIMPSON HDU5--- SYSTEM MIN 9' EMB TYP U W >- ¢ W Q -CL) cu TYP HOLDOWN CONNECTION 00 0 a � o 0 ' `�� • AT FIRST FLOOR EDN WOOD STUDS AT 16" ON CENTER TYP HOEDOWN CONNECTION i1 SECOND FLOOR ATTACHMENTad 1 NOTE_________ 1 1 WIND UPLIFT RESISTANCE FOR 160 MILE PER 1 Q HOUR WIND FORCE MAX IS 515 POUNDS PER (3) 10D COMMON NAILS IN EACH END SIMPSON CS20 1 " X 20 GAUGE METAL V 1 CONNECTION________________J OF STRAP TIE INSTALLED IN STRAP NAIL STRAP TIE AT EACH STUD AT STUD TO FLOOR ASSEMBLY SIMPSON SIMPSOj. `"'---- HOLES AS PER MANUF (NO NAILS IN Z TO SILL PLATE CONNECTION SP3 SP4 (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) 2 X 4 WOOD PLATE CLEAR SPAN AT RIM JOIST) ° ° Q FOR SP4 STRAP- (6) 10D COMMON NAILS ° EXSTG 2X4 WALL Q AT EACH SIDE OF STUD a' a PLYWOOD SUBFLOOR o CONST SHOWN FOR Q d •' REF ONLY �' p ' ° ° ° ° FOR ALTERNATE - (6) 10D TO STUD & 'd d' ' ' ?' : :d' ' '' �� SIMPSON CS20 1 " X 20 GAUGE METAL • ° z SP3 STRAP CONFIG. 6 1OD TO PLATE STRAP TIE AT EACH STUD ( ) FLOOR FRAMING — ° ° Q 1111111 P REFER TO PLANS .� _ 2X6 TREATED WOOD ° .1, co Z °r PLATES AS REQUIRED ° o ' ° = O ' o O ALTERNATE STRAP END VIEW SECTION CONFIGURATIONI I DIA. MIN ANCHOR BOLT WITH MIN 7" EMBEDMENT — PROVIDE NUT AND WASHER ' o ' U —'J — INSTALL 6'-0" OC MAX, AND WITHIN 12" ' RIM JOIST EXIST/NEW FJ OF EACH PLATE END AND CORNER ° e • Ln (2) 2x8 MUD SILL PL Q CONCRETE FOUNDATION — REFER TO FOUNDATION PLAN TYP SILL PLATE TO FOUNDATION CONN 0 (ALL NAILS GALV) (4) 8d AS SHOWN DRAWING NUMBER: NOTE: INSTALL rO x 12" LONG HD GALV ANCHOR BOLTS 0 19" O.C. & f MAX 12" FROM CORNERS w/ 3"xr SQR TYPICAL UPLIFT CONNECTION - FOUNDATION WASHER PL & NUT (NOT SHOWN) I!AR NOTE " DETAILS ONLY USED WHEN REQUIRED 9outholdTown foTrusteeq Glenn Goldsmith,President � Town Hall Annex A.Nicholas Krupski,Vice President y� � 54375 Route 25 Eric Sepenoski P.O.Box 1179 Liz Gillooly Southold,NY 11971 Elizabeth Peeples ' �' Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 7 F� uK Completed in field by. McCarthy Management, Inc. on behalf of LAWRENCE & IRENE SCAVELLI requests a Wetland Permit for the existing 2,250sq.ft. dwelling with attached garage; construct a second-story cantilevered addition onto dwelling; construct a 30sq.ft. covered un- enclosed front porch with foundation; install two (2) new footings below an existing 353sq.ft. seaward side deck and re-deck with new synthetic decking; construct a 350sq.ft. first floor deck roof over existing seaward side deck; construct a 40sq.ft. second story balcony; removal of a 201 sq.ft. seaward side deck and install steps from sunroom to grade; abandon existing septic system and install a new S.C.H.D. approved I/A Nitrogen Reducing Septic system landward of dwelling. Located: 1010 Maple Lane, Greenport. SCTM# 1000-35-5-27 Type of area to be impacted: v"' Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: L. /Wetland _-_Coastal Erosion Amendment Administrative Emergency _ Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info need ed/Mod ifications/Conditions/Etc.a �.. - 4 i P W4vk 5eTl'6, G ev, -er n t"J - " i Got smith °'C �. Sepenoski Present Were:. � I4ru ki L. Glllooly E. Peeples DWELLING �- USES PUBLIC WATER SURVEY OF g2 � � LOT 60 MAP OF ICMO /$ �' CLEAVES POINT SECTION 3 1p;° G /. ti CURB 0•ZS u' FILE No. 4650 FILED JUNE 14, 1966 A >> G 96 LOT GREoS \��,e�G\�M68 wv SI T UA TE VO � VACANT EAST MARION EXISTING �° F° WATER SERMC V C� -au & o� I_�� SEPTIC X o rF _ _,T: _ TOWN 0 F S 0 U T H 0 L D 16 \ •::'77.02., \• TANK g 9 ,� �n�, ]UFFOLK COUNTY, NEW YORK 1 <> °NOP >� - ,0-89 S.C. TAX No. 1000-35-05-27 \ t?i:r:.N P l t WOOD LANDING ;;:t>:iii:;fi:s?%;:iiiri:`ii 5� 1.4'N ''i. 8.93 \P(EO\Vv ':''::i•i:+RQpgsoR?:';; ii. i r�\ 2 '% �� `� SCALE 1 "=30' o ''• '�+e%fii;. c X E�`Ooo 72.e7 '''�;.P�a gZ. ::: 1 / R .--� _ °09 'iii9'...... / W K :::::.2•• �\ONi:iiiit Ft is PPS -� 1 _�,-:___--._ o�y :.:: `:#::,. 9 / ° OEG X :•:•;;;P \dRY;;%'''SEia. C° 0 ._: ;...: JANUARY 20, 2020 NOV: .... ...::::;::24�•i:t:ttf<`: ._..c,. ,; / a'iiiiiii::Ft?PM \oii:_:iliiii;;;;;;:;•:.'•;:;s:ttt:: :€:a: P°.5 / ,�N J BOar or`4;iia C E M B E R 10, 2021 ADD ELEVATIONS, O 0 OWER W° PS o :`:>.iiii; tN; is z`;:PRRE:`r Q °� / O FLOOD ZONES SETBACKS ::. •&:;::•iii:... STAT10 '•}:it•:;;i:r::fi::::ei. / CURB •h.'. 6.08 2 .:ti;: ;t•:::::::. a:;;:tt•;; :......:.•:: / L BLOCK ...:.::::::.: (� """` " ' JANUARY 8 2022 ADD CONTOURS (r :;4.57 .• T 60 :.,x..•12.0 >:•r isy..; :::;iiiiSii}:;;?;iiii:;:iiii:is:>:::; ti.............''i;<;:aii ii:. BELG O f f �� �.siiiiiii. O '•i:::.• . �:... .,..a iiji:2�.�'.^:.... 11.08 r"•G.• '':• qm E °'`;i i5:'�?:. CUR GRAVEL 1311 O r X s \. ;;`�,::::::: �c� 5�� ::;;':; "' BE��\UMBLpG 71.04 DRI` 1oN,2•°E 12.53 72.8 x JUNE 29, 2022 STAKE PROPERTY LINES/ O� ?° /WOOD W K Ppp s� N WOOD FENCE CURB 0.SN LOCATE TEST HOLE '> / s� sem° 10.�2�N JULY 12, 2022 ADD PROPOSED s;. tic �;;• BBc .\o ORB 92` 9.60 17N GREENS :`.'..''.. 8.75 LINE OF EVER HIGH WATER ALONG WOOD BULKHEAD s.8� , 6 00 1 f O EXISTING LOT COVERAGE � AREA = 13,246.25 Sq. ft. ® 170.43 HOUSE — 2,264.5 SF 0.304 4C. O I LOT 59 .O 0� DECKS — 554.7 SF / r�0 1 6' 40" TOTAL = 2,819.2 S 82- 16' 40" L 1 2,819.2/13,246.25 = 21.28% DWELLING USES PUBLIC WATER �y NOTES: TEST HOLE DATA �� 1. ELEVATIONS ARE REFERENCED TO N.A.V:D. 1988 DATUM SH EXISTING ELEVATIONS ARE SHOWN THUS: x 0.00 (TEST HOLE DUG BY SHAWN M. BARRON, M.S. ON JUNE 21, 2022 2. FLOOD ZONE INFORMATION TAKEN FROM. ELEV.=11.04 0• 0� FLOOD INSURANCE RATE MAP No. 36103CO176 H �Q> ZONE AE: BASE FLOOD ELEVATIONS DETERMINED Y ELEVATION = 6 NOTE: LOCATIONS AND EXISTENCE OF ANY SANDY LOAM WITH GRAVEL (SM) ZONE X: AREA OF MINIMAL FLOOD HAZARD SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE, ARE NOT CERTIFIED. THIS SURVEY IS SU&IECT TO ANY EILSEMEIlT 5.3* METES AND BOUNDS SURVEYING OF RECORD AND ANY OTHER PERTINENT FAGS WHICH A TITLE SEARCH MIGHT DISCLOSE 53 PROBST DRIVE 'UNAUTHORIZED ALTERATION OR ADDITION To A AL STAKE SET SHIRLEY, NY 11967 SURVEY navl LE BEARING ARTICLE 134,Ds SURVEYOR'S 7209,SUBDIVISION 2,OF THE NEW YORK STATE PHONE (516) 972-5812 EDUCATION LW fi: MIXED SANG WITH GRAVEL (SP) • NAIL SET surveydude®optonline.net "Copies from the original of this survey map not marked with an original of the land TEST HOLE surveyors inked seal or his embossed seal LOTS: 27 BLOCK: 05 SECTION: 35 DISTRICT: 1000 shad not be considered a valid true copy.' 'Certification indicated hereon signify that ####'p'r CONC. MON FOUND MAP OF: CLEAVES POINT SECTION 3 this survey was prepared in accordance with ELEV.=0.04 11.0'WATER ENCOUNTERED ■ the existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors. Said �� UTILITY POLE SITUATED AT: EAST MARION certifications shall run only to the person TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. for whom the survey is prepared, and on his WATER IN MIXED SAND ww� behalf to the title company, governmental agency and lending institution. WITH GRAVEL (SP) OV WATER VALVE LAWRENCE IGNAZIO SCAVELLI Certifications are not transferable to e IRENE VAGNINI SCAVELLI additional institutions or subsequent owners.' "A WATER METER CERTIFIED FIRST AMERICAN TITLE INSURANCE COMPANYTO 20-114E LAMP POST ABSTRACTS INCORPORATED JOB NO.: 13' �� DATE: JULY 12, 2022 DWELLING USES PUBLIC WATER 2, SURVEY OF g LOT 00 G� 160. XZ--62 CA, MAP OF I O 7_39 CLEAVES POINT, SECTION 3 o ����° LOT s� Gy��a CURB°25 �, u'O FILE No. 4650 FILED JUNE 14, 1966 0 O O 1`51' RGREE GLUMES / wv .6 2�% �' ,� SITUATE a \GU+ LANE TE O ` 8.52 �NEPNPtS WM lT�, VACANT O \ E WpOD ! \ ,- RVEWP EXISTING 9� F EAST MARION �Oyc\,c`f WO°D a5 PR O� i1 O WATER SERVIC O� OGS 9 69 per. 9�\ GEV GE 1 a� x TOWN OF SOUTHOLD rn 7.93 EN WpOD sEPnc o \ c 11.02.. \ TANK 9.51 9 0 \ >...tig 3 .. .;+?.;. \ SUFFOLK COUNTY, NEW YORK ... 5.69 ;::w. X10 0.69 �2„ S.C. TAX No. 1000-35-05-2 WOOD LANDING :t: � \E •:•:::::N 9S S•tEP G 1 X 1.4'N •.c 623 \PtE°t�� ` '':''R9p�5�R�z;i; :;;. � � 1 g / — » s o�o > > ::.'o x E�`�°o 12,B7 P�d Sj0 ............... \ 1� / R ��--. SCALE 1 —30 Wz t•:..2..:• . vE oyc ':`� 'ss;. �0 9 % 0 \• i€i P :•.:: ��R,•oYH. E:<::•::....;.:;•;:;;:;::;;::;:; a; :.:.::::•:::. � / JANUARY 20, 2020 ti':::::::: DECEMBER 10, 2021 ADD ELEVATIONS, (� �:?'.:::''i'•. WO°Dg '�??;�:>i:;;tt;:;;:4;No_;:,::,.:.1� :.:..::::x:;��EF�c?a,.. `�SQ�� � / O O OWER ;CARR o:. FLOOD Z 0 N E S, SETBACKS O o :. STA110 y ;; / }''r'rre?. :•?ii�ji�}i??:i}:;:ii{.•,......:;iii aURB �/f ;ta.• s.os T 60 2 `�:;.;;:< ;::.;:.. .....•::_: / B�ocK G �/` >457 : �•:::•: °:•n:E:��� :?::C;;i1'{iii::............:•:::.:::.. BELGIUM •O I�`a � •:;;;•, .�i...•iii:::iiiiiiiii:•:�:....::.�:::::::::.. .:�:•.i::•iii:::. JANUARY 8, 2022 ADD CONTOURS, !/�/A kim'•, :•izo 5:;i:;ri;'::32:. a :a'.: :2� iss` 11.08 GO GRAVEL 1311 O, G 9.09 \ `:r+;;::•ii;i;::.... BLpC X 9 5�� :'>: 0. 6 E��1„M 11.04 DRI 12.53 12.8 x JUNE 29, 2022 STAKE PROPERTY LINES/ pJ, �9 `::.:::: 9 //W°OD X`NE K'.,..... 5 R N SSP N B \ 99 WOOD FENCE FE 1.0'N,2.0'E CURB o.s'N LOCATE TEST HOLE 0-0 JULY 12, 2022 ADD PROPOSED UNE OF EVERGREENS HIGH WATER ALONG 3: WOOD BULKHEAD s•e7 1 , .5\ EXISTING LOT COVERAGE coAREA = 13,246.25 sq. ft. 16 LOT 59 170.43 •O HOUSE — 2,264.5 SF 0.304 ac. / 99 `A' O p� DECKS — 554.7 SF 8T 16 40 VY TOTAL = 2,819.2 S 2,819.2/13,246.25 = 21.28% DWELLING U �� NOTES: SES PUBLIC WATER TEST HOLE DATA 0 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: X 0.00 (TEST HOLE DUG BY SHAWN M. BARRON, M.S. ON JUNE 21, 2022 2. FLOOD ZONE INFORMATION TAKEN FROM: ELEV.=11.04 0' O FLOOD INSURANCE RATE MAP No. 36103CO176 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ELEVATION = 6 '( NOTE: LOCATIONS AND EXISTENCE OF ANY SANDY LOAM WITH GRAVEL (SM) ZONE X: AREA OF MINIMAL FLOOD HAZARD SUBSURFACE UTILITIES AND/OR STRUCTURES Y NOT READILY VISIBLE, ARE NOT CERTIFIED. THIS sum."Is su'Ecr To ANY EASQdENr s.s METES AND BOUNDS SURVEYING OF RECORD AND ANY OTHER PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE 53 PROBST DRIVE "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S STAKE SET SHIRLEY, NY 11967 SEAL IS A VIOLATION OF ARTICLE 134,SECTION 7209, SUBDMS.N 2,OF THE NEW YORK STATE SET MIXED SAND WITH GRAVEL (SP) PHONE (516) 972-5812 EDUCATION LAW NAIL surveydude@optonline.net "Copies from the original of this survey map �i not marked with an original of the land Ft TEST HOLE surveyors inked seal or his embossed seal + _ — o be ___. 27 shall n t co valid.................:..... _�_ __ ,__ � LOTS. BLOCK: 05 SECTION: 35 DISTRICT: 1000 considered a alta true copy." ® "Certification indicated hereon signify gnfy that ELEV.=0.04 ?? ;': :p? MAP OF: CLEAVES POINT SECTION 3 this survey was prepared in accordance with •iiiiiiiiiiiii _.. - ............... .............. ............... .............. ............... "'"" CONC. MON FOUND ••••••••• ••• 71.0'WATER ENCOUNTERED � the existing Code of Practice for Land Surveys e 11 c a�^9 adapted by the New York State Association of � aF Professional Land Surveyors. Said UTILITY POLE SITUATED AT: EAST MARION certifications shall run only to the person TOWN OF SOUTHOLD, SUFFOLK CO. N.Y. for whom the survey is prepared, and on his WATER IN MIXED SAND " t behalf to the title company, govemmental d WV WATER VALVE agency g institution. WITH GRAVEL (SP) - --_— � � LAWRENCE IGNAZIO SCAVELLI Certificationsla are transferable to additional institutions or subsequent owners.' 130ar`Q4IRENE VAGNINI SCAVELLI �`.�vF � WATER METER CERTIFIED a • FIRST AMERICAN TITLE INSURANCE COMPANY JOB NO.: 20-114E t3 I' LAMP POST TO ABSTRACTS INCORPORATED DATE: JULY 12, 2022 P ROJ ECT TITLE: THE PRODUCTION OF THESE DOCUMENTS HAVE BEEN GENERATED USING THE U 2020 NEW YORK STATE RESIDENTIAL CODE THE SCAVELLI RESIDENCE EFFECTIVE AS OF MAY 12TH, 2020 w ° E PROJECT ADDRESS: a a= � NORTH Q � ALTERATIONS TO: =CO 1010 MAPLE LANE-GREENPORT NY 0. DWELLING c � 6 NEW FIRST FLOOR ALTERATIONS W/NEV.' usEs PUBLIC WATER GABY TCH I LI NG U I RIAN, R.A. ARCHITECT P.C. - 18 MITCHELL ROAD-WESTHAMPTON BEACH - NY 11978 SECOND FLOOR DORMER AS PER PLANS Office-/516 297-6917 NOTE : 616 �, 0 1 EXISTING NINE SUPPORTING CONCRETE PIERS $ kp www.NYarchitectGT.com NYarchitectGT@Gmail.com TO REMAIN UNHARMED BENEATHEXISiING DECK-TWO NEW FOOTINGS SHALL BE LOT sf ' WRD a � po voov!s INSTALLED .•� cs �� . Joo wt VACANT LOT COVERAGE INFORMATION ���'� EaSnN omDECK VAT G �� °°� �' u z a• �� TANK � W OC EXISTING PROPOSED TOTAL 1° w o 0 x10.69 0 a HOOD LANDMG ..:�_ii:?<: �...° N-� DWELLING 2,250.62 - 2,250.62 DowB�ATIo EXISRNGisrom PROPOSED 41,AIn w . SYSTEM W ° ° Y x FRAME SO)HSAPPROVcc DECKS 554.7 S.F. 353.7 S.F. 353.7 S.F. Z V1 2 °yam 9 HOUSE1101D 2�� L q\ 60 Us" Q F TOTAL 2,805.32 S.F. - 2,604.32 S.F. BOAT OVER syiy��syy�""yy�'++gg'' OF r' 00 _I W STA S y m® �2 CIA EXISTING CURD .° 'I -.1 • �_ 1.3.11 1297 x°+ H W % ALLOWABLE PERMITTED PROPOSED �� y` ' I9.09 �O „S% asz9 CURD 12 O,, '' ;. SOD 2OySF• HELI D FENCE FN,2 a E CURD Q Q d LOT AREA 13,246.25 20% 2,649.25 2,604.32 S.F. 2,604.32 S.F. ``_ :. g' ►�`' `DC"s 10.72 rz, BUILDABLE AREA 12,460.35 20% 2,492.07 ��HIGH WATER ALUM. 05.87 Y: r - )c FE 10 W o 0 ... Do EXISTMDEa 1TOBEREMOWD 7 0.43' 90' = o O LOT Q9 .00, NOTE 1-EXISTING PERMITTED IMPROVEMENTS WERE APPROVED PRIOR TO PRESENT 9isW DEFINITION OF"BUILDABLE AREA"AND WERE WITH-IN ALLOWABLE LOT COVERAGE 5 82716 40 NOTE 2-PROPOSED SECOND FLOOR ADDITION TO BE DIRECTLY ABOVE THE EXISTING DWELLING USES PUBLIC WATER o N PERMITTED FIRST FLOOR �' AREA = 13,246.25 sq. ft. 0 'S' _ NOTE 3-NEW SECOND STORY IS EXEMPT FROM TRUSTEES PERMIT AS PER CHAPTER 0.304 ac. a In NOTES: ® E 1 V g >_ 275 YAIJ �� x_.__ �— 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 7966 DATUM LA0 0 EXISTING ELEVATIONS ARE SHOWN THUS: {p� m F 2. FLOOD ZONE INFORMATION TAKEN FROM: �� ,a �y CIA Y W�' m A y _ LEGEND OF MATERIALS FLOOD INSURANCE RATE MAP No. 3610DETERM H U DRYWELLCALCULATION: = 4am = ZONE AE: BASE FLOOD ELEVATIONS DETERMINED flr��./' 1)RASEDON:2INCHRAINFALL U i� O� p� p ELEVATION = 6 - -- --- _ ZONE X: AREA OF MINIMAL FLOOD HAZARD 5!'i`"v.;�,i. (STORM2265)(WAtEawcu7.5a (zz65)(z)/32(L00)=3375 CU.Fr.YOWME REQUIRED. 13oarii of TOTAL REQUIRED:3375 CU.Fr. m . �" EXISTING(2)4W DRYWELS-3045 CU.Fr. EXISTING WORK 10 RE REMOVED _E7OSIDIC WORK To IBM PLOT PLAN 4 - ^— PROPOSED(2)SW DROf Cu.CU.Fr. . TOTAL EXISTING/PROPOSED-368.62>3375 THEREFORE O.K Z -NEW FOUNDATION=%=Ps E DIETING 1' - 6TING 2X4 FRAME STUDS TO BE REPAIRED,SSTEREO ZZ ` AND OR REPLACED ONCE EXPOSED.REPLACE WSUTARON Q 1 �bOr 1 AND Xt'GYP.BOARD AS REQUIRED TO MAKE READYawc -NEWIOFLR-0DMILTIONBEr�G�.GN ZONING INFORMATION NEW 214 R_2o STUDS lir rON eEr.ERmD. C® -NYS APPROVED SMOKE AND CARBON DEFECTOR LOTS. 27 BLOCK.'05 SECTION.35 DISTRICT: 1000 ZONE. R4O 1/2'COX SNEATNNG 15 POUND SUI DNG PAPER 3 EXOT:Ot smNc TO MATCH EXGnxc;Purr. F APPLICABLE SECTION 280.124(NONCONFORMING LOTS) F - 2 -NEW FIRE RATED PARTITION °A•LOT:IRREGULAR:13,246.25 S.F.(.30 ACRES) 2x4 PRESSURE TREATED PARTITIONS B124 -IaEYY t4 xD.—'r ac I/Y GYP.ON WITH(2)LAYERS W TYPE T GYP.BD.EA.SIDE 280- ( )LOT LESS THAN 20,000 S.F. C7 INTERIOR BOTH SIDES SOUND W/ACOUSIIGAL NSuunoN COLING TO RECENE(2)LAYERS W GYP.BD. PERMITTED LOT COVERAGE:REFER TO CHART THIS SHEET oAAwwo NuraFa REQUIRED FRONT YARD:350,EXISTING 35.4',NOTE:GARAGE ROOF SOFFIT OF 34.4'PERMITTED TO OBSTRUCT FRONT YARD:O.K. 3 -NEW MOISTURE REPIELLENT PARTITIONS REQUIRED SIDE YARDS:10.0'&15.9 25.0'AGGREGATE,PROPOSED 12.2'&i S.W 27.2'AGGREGATE O.K. A 1 -NLV 2x4 ND.SUDS 16'O.C.I/2'GYP,ON 2x4 PRESSURE TREATED BOT.PLATE WITH REQUIRED REAR YARD:35.0'REQUIRED.54.W EXISTING O.K. INTERIOR BOTH WES PT.BDTRw PLATES (1)LAYERS V PAPERLESS WATER REPELLENT BUILDING HEIGHT:EXISTING 17.V,PROPOSED FROM FRONT AVERAGE GRADE:MAX.HELD 34.W T.O.RIDGE NOTE FRO:RATNG AS PER PUNS GYP.BOARD INTERIOR l 49'-2• U 17'-3' 20'-7' a E eo = OS // \ Q ¢u r,1p d an ——— E)U%NG PLANTERTO REMAIN 8= �L--------------� m < u 3 WOOD DECK IXISTING EXI5TING (( TO BE REMOVED SUN ROOM WOOD DECK N I'II I IX15TING W TOILET } T7blaff[NG � V Z i' I EXISTING I 0 5TING - Z o KTTCNEN �� BEDROOM G.CTOVERIFfUCATIONOFALLBaNGROUNDUHIHYNNESPMMTOTi EM OMONOFAM'REUIWGRADE W IXCAVATIo151N611DINGBUTNOTUMOEDTOGASDECIRICSflBA mANDWATERUNES cc 0- 9.-8. 1 s'-B• �-17'-3• 7'- 12'-7• DEMOLITION PERFORMANCE DISCLAIMER: O w — EXISTING W 1 - w THEARHITECTANDORHLSCONSULTANTSASSUMENORESPONSIBILITYFORTHEMEANSBYWHIOITHEDEMOLTDON5PERFORMED.THECONTRAaORANDHISSUBCONTRACTORS N Lu SHALL REMOVE AND/OR PMRM ANYAND ALL DEMOLITION INA PROFESSIONAL MANOR INAOOORDANCETO'GOODGENERAL PRACTICES`SHOULD IN THE EVEWSTRUMRAL Z (D 5 T R DAMAGE OCCUR DURING PERFORMINGDEMOLITION PROCEDURES,THE GCWULSTOPWORKIMMEDIATELY,TEMPOMMYSTABHREANDCONTACrTHEARCHIFECTIMMEDIATELY 0 1 CL CL FOR RESOLUTION. J w CL N J Qg w Lu -w DEMO I EXISTING HALLWAY Q LLJ d IXISTING ffRE�LacE 1❑ EXIST.4"VENT STACK 8 < E)ISTWG LIVING ROOM CL ROOFIEYEL_�--- - W O CL EXISTING EXISTING i' LICENSED PLUMBERTOStZEAND = O BEDROOM BEDROOM "' PPERCODAIL EDDRAAWINGGF �� FOR` � PROPOSED MASTER BATHROOM PROPOSED BATHROOM SCHEMAnc PURPOSES. EX15TING FOYER I uV. 'TOILET' IORETI uv I x� N ( IND NBI 0 SHOWER t} SECONDFLOOR } EXISTING STOOP 3• r ------ - m N TO BE REMOVED 4 4 M5TING A1R EXISTING BATHROOM DISIINGBATHROOM m j N -II (MNDVATQ 0MATE1 II T _------r ��__ II -T-- _-l_- ----------- NG -_____ II EL - d u --i EXISTING KR01FN � p,, a SINK i i i LAV. i7OREr 706ET LAV. i i I TO BE RENOVATED 'TUB REPLACENB i SINK DW Ei LOLL�,LL Z }Z z_z 6'-5' 10'-0• 24' 12'-7' 1�• ii it vvrrfTSHOwFR ii 11� FlRSTFU]OR ]C Z s ~F$ v 32'-S' II A' A. 4. 4• II _ _ 3 ` I I I I s x U C3 Co a D DQ5TING GARAGE ••FAL N n a N NI NI A_ FOUNDAiION-BAS_EMENTLEVEL U D) I:15 nlq � Q HOUSE TRAP TOSDnj HOUSE DRAIN ..`-• �� . .. q CD 4 PLUMBING RISER DIAGRAM =— — - ---- — I Z _�,. _ *• 24'-2' NTS IU- } c OEXISTING FIRST FLOOR/DEMO PLAN DRAWM„D„D& - - - Seale: 1/4 A-2 1 • DDSIINGCONCAflE 49'-3' wERsroRFMAIN N,Ica EXTERIOR LUMBER NOTE: � sR 9'-5' 1.1-5 ALL ORRIORWMBERTOBEPRESSURETREATEDTYPE NOfE TWONEWFOGIUMSTOBEIRSMIIFD $ / ALL FMENERSFOR PRFSSURETREATEDWOODARETOBEHOT ��I-- _-- SEEf00INGDETAO.1•tIDSSHEEf a�'i n - \ / DIPPED GALVANIZED ORSTAINISS SIEELAS PER R3193. roaEFAAD+uNNARMFD NBFNFATNTN E76SIRL�G i slvsaa sourwg wmc moz eow sms OEIX �i�i i�B O Z TWD NEWFOOLINGS SNALLBERIITAUED �i��GWi �Ed' • v�j \\\ Q V ^ \\ DETAIL @STRINGER I I L•(%�•�o�• \\\ x RNC Las 1N--- JI LT(GfING PIAMEilSABOVEro N II �\/i , EIxSTINGCONCREM \ \ C Z Ero I L-------------------------J rah C PIEAITOREMNN • \ // I_—_ - E1BSfINGGBtOFR F7BSRNGG00ER 2 CD 4 8 _ •� co Rd�106T 0R � tin � =R -�z ' 051MGBIDER g FX611NGGIROER NBSfP7GNME9fPPg001G C _rr_$o ON n¢A� Bonw UPLIFT CUP oursDE�' // m 4 2 I I NGODNOIEfE .9 � I 1 CdNCREIEP FRSroREMA1N ui e P.T.sLwms iz F7m7DIGL8@1R'ac i E1�107G 2� IB'ac zi pIDESroRFMWN IFF�� IETRLANDREAIPPOAT I I I EXISTING STAIRS 3 Has 5 CO![1w am c Orn JOISTSTOARDMMODATE • nametff. tMow wDI %0 '�`A // �^ I WSTING PIERS(fYP) ' FIOSRNG�(10If15 , NEW SYNIHETICDEOONG i i NOIEMAINPARIaEINANDF •_ ��. YAFN wan it a 'I EEISLMG DEIXroBE REMOVED �7 1 TO REIMN 5 pDSaNGWNDiE1E g ABOVEBASENENT NfMNCEcc NON r GRAMR BED II yIJ g PIERSIOREAWN I &%V4rV.IF. x-/49 12' am WELL WED DIED I I amm 24' I� SPRAYFOAAIUNDERNOORLONTS US •p DECK BOTTOM STRINGER DETAIL: DETAIL @ STRINGER II, r_____-- I� ASRENREDTOMAXEDGHTSEAL �I P�LSroAFA1A01 SAIF'Ins slm las II \ ,E"s I rI I IN z --- EILSBNGB'FOUNDATION WAILS u z SMINGB'FOUNDATIONWAUSDow F765fB! r IIS--- W u»mlrowml +R'uo xort:ncavncuassoa CI N'--- REOPBA BASEMENT 12 P- 12 P- 9 9 9 P- P V Z oca.mss '� suu nur elaao maim I )STING UNFINISHED BI00®UP o DMG SLAB ON GRADE I o 10 10 10 10 10 10 1`o l o EBASEMENTo Z E— ifE Leg 6 DE RBI.O6f 1WINDOW b b b b b b b b b :: 3 DETAIL @ LEDGER BOARD °" flAE RAIm C]IING OVFAIUATBTG ® ; ® 143) ° ® B EIGSRNG SAB ON GI7PDE e Q.. .. .. .. .g. .g. ..sAIe wa sr--F.GUIPMENTIOPOSUBESSEDsrwG _ _ O Z soon SWAIIM �� �I 11 I 1 I I I� 1 1 W NNMa a a•az I 11 I REMOVEANDREIMTEOEIlGRNGSTAIR W C/'f � SEE TABLE R507.2 ro wasr NOIR-0all siwsox mm MoroP/ SD�OO BI r r T r T 1 roBASDVRNEASSHOWN S Fm Z (D LiR�P N14Z Qi MIA a � 1 1 1 1 1 1 I I I I I 1DL9a7 Zvi¢ BIW I lu! I L I I I I 1 1 1 1 1 1 O E EMTMOOWMNs I I ILJI 1 1 1 1 1 1 1 1 1 1 1 1 MMGMW� J F W K= l - - oQc g ER6IWGGRNEaA00VE ExGTRLGGOMABOVE EWNGGIRODLAM WLu SI > H WNEWDBLM01061SFRAAESOUR ' d1'.f THFOM Rao AEMOVEEADTING2LOMYCOWMNSDEW UNFURSFIED ANOCROSSHFADFRSII OSimpson LU 28 Nme xoto-mel m®w co.=s qL Be � BASEMENTI I I 1 I E7051OIG UNFR�¢D � �� `� W O EA. JOIST 12 NAILS "� ` °we I E)m11NG SLAB ON MADE L----- EA HANGER t eoowAa��swFs oesw s Nm les nux ,T€ -«F----�~J i ----�---- a ETON SAB ONGRADE12 r-1 K OgIBIEUPFT00a NEWMLWDXVSSEwMSSI 0 LEDGER DETAIL DETAIL @ DECK ATTACH )' IJOISD+M� I I I I SII 11 sAIe Is Sam Ars. �RT- To n n BRIMM ASPEROWNBLSSEIECILON EI671NGB'FgINDAl1ONWALLS 6'-0' EI�IIINGB•fgRAOATIa1WAUS LeImmIF J 1 m N _ o I I 11F6EAUMMFDLED4'GMU -Y I ling M; I ! S z --- ' III Sow= NONE d d } d d BBTALLSOUDFWIDIi CMU -_-_-- L-_-- AEDROR�DSUBATUWT�FR Lu Q w I I SEEDEOLLTHISSWAS m C z z J W> > F ' CINtIQI1WIATRENCIIFCHIIDTGS —23-e— 32-T ••:a•S••• ICONTDAWIbtABARS w/L•COvm I 32'-8' _> �> =,•'�m • d E105RNG U D CA a D GARAGESLAB 1 n FRONT PORCH FACADE FOOTING DETAIL NTS 1 ��'�G'� zQ • GRB TREATED POST SINP'SON COLUMN ANCHOR MQ44-SDS(GALVANIZED) Q, ADJACENT GRADE d' _I� 'p• • a,FAM Z +a►D 10 I 25'-0. - � �• '.e., woew *. 4-KS 24'0 SONOTUBE 14 CIRCULAR TIES n �:.;:_..:• :.:'. V' °.� G' EXISTING/PROPOSED FOUNDATION - UNFINISHED BASEMENT PLAN DMIND,,,,,ach O Scala- 1/4'=1'-0' In 3 DECK POST FTG DETAIL NM 4 DECK POST FTG DETAIL Am3 17'-3• 21'-0• 353.7 S.F. s 15- Wa<L DECK TO BE +: REMOVED NOTE:LEVEL KITCHEN AND SUN ROOM FLOOR TOACCOMMODATENEW HARD -- MMNGDE«TDTDBE —— WOOD FLOORING 4 a u e REMOVED I ^ W� o� �z 21'CLEARANCE ————— L io EXISTING PLANTER NEW WRAPPED(2)2i1z 'R1TCH ►- g 8 21•CLEARANCE - tw o FIXED GLASS PANELS / t3�12 ML W(2I t FUTCH—T IN5TktW------------ NG----�� EXISTING 0 A wi HOLD i� � WOOD INSTAILNEW2d210D15@WO.C. F MIN.TOILET AND SINK CLEARANCES axrm HC,uAE,VltaoaWTD 9� oyI 9047 CEILING HEIGHT ��'o II_— —_ Q DouBlEuruxDER BAIDxEYS R R11"REMDVEAXOPS KB � I N EXISTING SD�CO I o –;" (2I25}'i5Y D0UBLENUNGSmE C1� °-1"�I ,II N WINDOWSWRx�NDQSTING rrr����F�biiii�i�j C� ' = SUN ROOM ' E 7�-7� WDSL ROUGHING I U N I I I G�7 H BIGOT DWAIGATTWNG I F6TALIOdVA2A0 w"Po NI91 I i ' . O�I MOUNIM M STL AM MMEDGYm Z IWtadUOMVlRxmmwela 15' — Mz WALL I � 1V4 L --————— II EGRE55 REQUIRED., " I o ------ ---- lucxt4mxtaxq IMIIfN W JS aSTERMU-MBWAM wAMSMIONMAUGMMMATERnMVEeUMMYNMO I I DW , E45TING 1 xotE BATHROOM z LENLVAZIRENOVATE B ROOM BYE A,ED Ua, �� SD/00ICOU DOSTING � I� W � KITCHEN 3 I A DOSTING i HOLD 9'-0'CEILING HEIGHT a 21'CLEARANCE a I INommm uffmwaimum EXI5TING I Z pR M Im Amu�wMasmEOFI'�iWUMO11mG�ecUM 1 BA N M j BEDROOM W (/� W B'-0'CEILING HEIGHT _ RI�I 1 a r 8-0'CEILING HEIGHT gL W N 1Y NUN.TOILET CLFJULWC6 — HE ML - I 1 5p/CO ��` � z � W IONaIP11n2eA.lV41APerta CL ®o" 0/10 W 15' 15• =5—ate wcx RpmN. _ s D MMUMM /'� (� � ` W WALL NOTED@AOBViIN(i I OOI mummN CL CL N N / F- W IRuvawrm OwNasdx®� NEW HALLWAY ,� 4 Q Q I C ax wMme fJOSTING WINGROOM —OMS Nb_ M tEl 647 CEILING HEIGHT \ O ^ FRAI�OOfiffAJHN1 SD/CO \ / CL W a-i CaMWA-- OA MALS CL \ 005TING ge O 21'CLEARANCE lost \ / BEDROOM - j iv f AM MIAMOF 99 pEyy 6-0'CEILING HEIGHTDammixt 12L 8 CDANEKMBOW D061U HE IGHT�, TUB 7 vumfmamm sraleII // UP CL OILI/ EGRESS REQUIRED } Cn m N o NEW UNE ABOVE I . .4 5W BUILDING UNE ABOVE MIN.TOILET/R1B OPDONAL LAYOUT CLEARANCE —BUILDG N — NE— O C14 L705TING ST o W = 1 Q iDWemewlmvr_MMewaMAeore � EW ROOFED PORCt DawMwcx imassimecwnMaM 30.05.E d d aN I/OUNI® 2d3AtOl'04®DNro Q IIOImRICN mImNRSSFEDk7Al a z rnmam� s WALL ads s w °o�� es ° B.-0.-4 EC232 z m z F- ' • Y ' 24' 12-7• a ?a W 2 -- HNEWOORMER 9 BO LL' u, ° LOAD PATH NOTE: IL) C13 C3 o EXISTINGGARAGE I NEW DBL MATCHR.R.5 �ONCESIRUCIUREHASBEENwosEoaWRAC10RA1REMEWALL w IQ!{b BEARING WADS FROM HIGHE5TIEVELOFDWEWNGTO 30'MIN NEW DBL MATCH R RS w It _ NG FOUNDATION SHOULDANYLOIIDBEAAINGWALLSBE I --�_ °° 24'CLEARANCE IN Qlee= saga iO rn SEDOTHERTHANWRATHASBEENSHOWNONTHESEPWNS Q '' NjQI`�HTHIICTORTOSTOPALLWOAKIMMEDIATELYANDCOARCT Z FRONT OF OPENING °ZI m - FnD IQ{TMRINSLRUCTIONSTOPROCEED------------ ' 3 ' g NLN.SHOWER CLEARANCES z NEW DORMERF ,vj m .� :� HANDRAILS: NEW D5LMATl01RR5 PR DEHANDRARSATALLINTEAIORANDFJOERIOR �6 11; STARWAYSWRH 40R MORE RLSERSAS PER7020 RCOF NYS It r 9� EIDSDNGRA MEEAMSTOR11M E%DTINGRAFlERwm-roRmMmx I _-_- _ --- -_ _ t 031L 7.R m o_ tiMy- kyr 8 0 FIGURE 8307.1 MINIMUM FDCTURE CLEARANCES Iw_-_.r.: . s GLAZING: . 24'-2' ALL WINDOWSW1DiIN,S-0'OfASHOWERORTUBTOBE (,) NTS 32'-8• TEMPERED AS PER 2DIO RC OF NYCfwm.S. L ALLYANDOWS WITHIN 36'ABOVEWAWNG SURFACE OFA m 24'-7' STAIRCASE ANDWITHIN Y-0'OFTHE BOTTOM OFTHESTAIRSTO BETEMPEREDAS PER 2020 ROOF NYSBM.7. DRAW=KUMM OPROPOSED FIRST FLOOR Scale; 1/4*= 1'-0' A4 49'-2• CJ 9'-6• 24• 10'-0• 6'-0• 6'-0• 12'-7' �- S LOAD PATH NOTE: E ONCE STRUCTURE HAS BEEN WOSEDCONTRACFORTOREMEWALL LOAD BEARING WALLS FROM HIGHEST LEVEL OFDWEWNGTO Q G z ^ FAISTING FOUNDATION.SHOULDANY LOAD BEARING WALLS BE EXPOSED OTHERTHAN WHAT HAS BEEN SHOWN ON THESE PLANS Q =u �� CONTRACTORTOAOPALLWORKIMMEDIATELYANDCONTACT End =1 Z Ia NOF ARCHITECT FOR INSTRUCTIONS TO PROCEED. zZEBATHROOM: tun NEW LVL BEAM-UPSET INTO FLOOR GONSTRUGTIONNEW � ~ NEW2dORR. ALL BATHROOM GLAZiNGTO BETEMPERED GL455 NEW GALVANIZED STEEL @wO.0 NEWWONR AS PER PLAN LOCATION U-BRACKET SIMPSON COLUMN NEINWOILR. NEWWORR @]6'O.0 v 3 GAPLGG3S-4 @16'O.C. @16'o.0 EAOiMTHR00MTOHAVEA110CFMEXHAUSTFAN. ~ WELDED TO PIPE-5IZE AS NEWRO)F ABOVE Av WIRETOTIMERSWRCHAND VENTTOEXTERIORTHRU4' a REQUIRED FOR NEW LVL BEAM EXISTING 5UNROOM ALUM.DUCT POGKEf-V.LF. ,� 6' 0• C7 a y J I/2"DIAMETER PIPE 00LUh1N F1 NEWCosMEI1C OWWITH BALCONY o SET IN NE.W SPREAD FOOTING GLRINGSEE ATN1N c COL. TO BEAM DETAIL 10-10• 7'-0' 17' 0' REG' EGRESS UIRED FLU5H MOUNTED RAILING EGRESS REQUIRED 4'-10- 5'-0"- 6'-0' Lu ---- V z EXISTING BUILDING UNE BE INST WO MS OC EXISTING BUIL41NG UNE BELOW STAIR COMPLIANCE: ,���®16•D� /P -- N 91 W NEW STAIR SHALL COMPLY WITH SECTION R311.5 \ �C4 BAR a ATTIC CRAWL ACCESS; Q OF THE RESIDENTIAL BUILDING CODE OF NYS I = 11'-0' \ ! 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OFGLAZINGROORAND AWAUGNGSUAFACEEWrMNN3fi HOR®NTAILY FROM THEG�GTHAN 3EABOVETHE 44 C7 --, 1 1 w y B o ODmNGRAFIDIBENASTOREMAIN 0MG RAFTR REAMS TO REMAIN I II II II I h Z �,so'Bro .P UPLIFT 00NNEGTOR DETAIL ' rxa sw.[IV Ur OPROPOSED SECOND FLOOR auwm Nwmb NSIALLR-13 FOAM UNDER REM AWWGROOFPLYWOOD AWMNGSW/ARIyENiSAND CONTINUOUSAMA te`. INSTALLR-13 FOAM UNDER REM C E MMES(M ; - / AWNINGSW/AIRVEMSAND•CONRNUOUS + 3 RAFFLES PYPKALI AIRFLOORDEfAI1SATROOF m. NSFALLGUFFERSMDIFADEASAS AEQURIED � a u E n on 9'-N NEWh10 RR PROVIDECONDFALFDAWMNUM ------ - •� � FLASHING ASREQUIREDTYPICAL •� .�.�¢ G H. @E6.O.0 NW R ticNEWWORR dRR C o Ilk3 � NEW R F BELOW 12 OVER 51 NROOM J a to •C A �o PORCH STRAPPING DETAIL an.m aura vs•.ra NEW LEO RP. NEWhdO RA. . @16'QC I @E6•DC NT— uj I NEWbdD R.0. 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NEW RUSH WALL MOUNTED RAILING 9 NEWRDOFOVERE%STRIGWOODDEa = NEW STRUCTMA'IDC COULIM QYPICAL) GALV.STF1i1DLLYW/FB+G WRAP R71•,,// FWG69 v / mAEMAIN w U z NEWSIDINGASPIEROWNERSAPPROVAL z 2 DBSHNGDFDCWALLS IRICNRETO _ // / w DC Z 0 a EITSTRIG CaaDE YSWLREYSI@9Stp1G GRADEW F- W +I W mauxUva�s Z (� DBSIRJGSTFP5IDREMARI PAD OIffDERIEl FAUDEAS SHOWN mum AND 0 PSfALLE'bYEAE17�NS Cm )WTO RamANDREPIACE F OROWING (2)2WKS2•DOUBLEHUNGSOE �J W PROPOSED REAR ELEVATION WI,H�NG ._ Q z Lu > ug ® WINDOW NOTES: U a a ALL WINDOWS SHALL HAVE INSULATING GLASS,OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL ANY�S N ® INDICATED ON PLANS ARE NOMINAL ONLY.BUILDER/CONTRACfORTHE SHALLCONSULTWRHTHE WINDOW w O MANUFACTURER TO DETERMINE EXACT SIZE,ROUGH OPENING,ETC.AT LEAST ONE WINDOW FROM EACH MOROOM C o FROM�E �AFLINE SHALL HAVEANETCLEAROPENINGOF5.7S.F�GRADEFLOOR5.0MW/ANETHEIGHTOF29,ANETCLEAROPENING Z OF 20°AND A SILL HEIGHT OF44°OR LESS ABOVE THE FLOOR FOR EGRESS PURPOSES.GLAZING IN DOORS AND FRIED �. NEWAILREED A FORMWNERSADOWSAL GLAZED PANELS IMMEDIATELYAD)ACENTTO DOORS OR WITH-IN W OF THE FLOOR SHALL BE TEMPERED GLAZING AS MACQUIRED FOR owFIERSAPPRovaL PER IBC'BOCA AND CABO AND STATE AND LOCAL CODES AND ORDINANCES �® (IYPI0IL FORALLNEWCASINGg NEWARWMMI ALROSSHINGLE m VEP® ••�� N AS PER OWNERS APPROVAL N ® NEW BOARD AND BATTEN STYLE SIDING AS o 0 S PEROWNERSAPPAOVAL(IYPICAgATHIGH - } . POIMSAS SHOWN - IL IL ~ WINDOWSTYLE Z °c } 1J- SKIRT ROOF DETAIL NEWFavEAETURxsTTYPIuy WOODRIGHTDOUMENUNG C3 z 409 FF WRH 3•MOIDED FXIFAIOR 8 U A W SCALE:Ff/4°'�I'-0° CID NIEWMETALROOFWG 7ARA lOf = Z A NEWMCOBkTICDORMEASASSHOWN NEW GUFIEIS AND LEADERS y/ "yNEW6UCONYWRH41 PROPOSED ROOF $ 4 2 1 _ WSW W61E12'�FRONT ELEVATION � U �C3 ,WRIWWSm 1208 WOODWGFRDOUBLEHUNG WITH r MOVED E7aEMR TRIM DTT DSFAII i6'COSMEIICAOOFVSSHOA'N - PAM DOO Z NEiP9lOWNBRAPPROVAL ® ® // NAAAERJIES BYRSTD (TYPICAL)PCaL1 ®®®®® NEWSR000AW.AA2F MULIAWS(IYPICAy ANDERSENo J 6�ul'CByp. l� FXMGGAADE GRADE NEWWROUGHFBLON RARDIGS RISTAILIVOCI.¢RCROOF • _- _ �"' AS SHOWN NEW ROOF OVEREJOSIINGWOOF DECR L' tyS`®_ - NATIRWLCEMPFAFFLNONSBNNGASPER OWNFRSAPPROVAL(TYPICgATALLSIDES _ 5 �. ;• n:C, MAWNo NUNWh 1 PROPOSED SIDE ELEVATION -8 TYP ROOF CONSTRUCTION: 8806.1-ROOFVENTRATION REQUIRED: 50 YEAR ARCH.FIBERGLASS ROOF SHINGLES ENCLOSEDATTICSANO ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLYTOTHE UNDERSIDE OF ROOF RAFTERS SHALL HAVE 15LB SYNTHETIC PAPER CROSSVENDLATION FOR EACH SEPARATE SPACE BYVENDLATING OPENINGS PROTECTEDAGAINSTTHE ENTRANCE OF RAIN OR SNOW.VENTILATION 34°CDXPLYWOODflOOFSHEATEATHING OPENINGSSHALLHAVEALEASTDIMENSIONOFS/16'AND 1/4'MAXIMUM.OPENINGS IN ROOF FRAMING MEMBERSSHALLCONFORMTOTHE o 2x10 ROOF RAFTERS @ 16' REQUIREMENTS OF SECTION RMTREQUIRED VENTILATION OPENINGS SHALL OPEN DIRECRYTO THE OUTSIDE AIR. (NOTE. 88062-MINIMUM VENTAREA: v co E THE SEE PLANS FOR LOCATIONS: �— SMOKE DETECTION NOTES: 1150512-ICE MEERS:(TYPICAL FORALL EDGING)PROVIDEAN ICE RMER CONSISTING OFA Q p= n. unEDIEvJIGDIT S LBEMWMVixMxs+ammo INSTALL4INSTALL4' SELF-ADHERINGPOLYMER MODIFIEDBITUMENSHEETFROM EDGE OFEAVETOAPORTATLHl5T24'INSIDE SE DDIa1m D=ME=POW PRFME a v Fy+ �n Bum Xaaa em NO mm x ME amu am mW TIE I ALUM DRIP EDGE ALUM DRIP EDGE THE EXTERIOR WALLUNEOFTHE BUILDING.ON ROOFS WITH SLOPE EQUALTO OR GREATERTHAN BON 12, 2. WM SI E DMMW M BE m m TME°imam 1 I LEADING INTO LEADING INTO THE ICE BARRIER SHALLA150 BE APPLIED NOTLFSSTHAN W MEASUREDALONG THE ROOFSLOPE FROM THE C s Z ,^o OVAM ROE OR TIE Na1m8Dm matin int � / GUTTERS PROPOSED ATRC GUTTERS EAVE EDGE OFTHE BUILDING � Do Eu_-� B x OF 1EB�MMTOx06iraOM�mIN11 NN 0NO \ `—' lY enc�SWX DUSM�D N�, DRIP EDGE DETAIL SOFVwr FIT CSM SOFFIT m m LL / T tic NOTE:OUTDOORAIR INTAKES AND EXHAUSTS 5 ~ CARBON MONOXIDE DETECTION NOTES: c�� m "assPaAYBBuuno" SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS 1.ME aEue,c Rin NIL BE EWOPm 1mx AN APPRW DW CUM THAT CLOSE WHEN THE VENTILATION SYSTEM IS ROxmmE oRataR Drvx£MMrAAM PIlDM PYAPR RIOM DE Rant 1aNs NOT OPERATING TPNH RO salDB.s IN ME maul DRm IM ME Do CBIIOEM TANLE o -0 PROIFDDm RE IRAO Cmart PROPOSEDWIC PROPOSED MASTER BEDROOM I o CO 2 UN�O•WI MOM DDIENCE I=EE MR RIAD OUT TYPE �' 1 Z ALL WWII V=W ULM BE ISWED WIN 10'-W OF ME WARM n TO AW SIFIPND ROM CMING MUM AND MKIED ON PIAN 90 4'GALVANIZED DUCT THROUGH = SCTERIOR WALL Wl WEATHER TYP WALL CONSTRUCTION: 12' STRIPPING.RANGE HOOD DUCT So 24 fF EXTERIORWALLL SIZE MAY VARY. EXTERIORSIDING AS PER OWNERS SELECTION SO a ,�` CONRNUOUS MDGEVENT AIR INFILTRATION BARRIER A FLOOR ROOFSHNG4LS / 1/L'COX PLYWOOD EXTERIOR SHEATHING / 2x4/1x6WALLSNDS@i6"O.0 O�+GeE°"oaM DBSTR+GBmaaoM SEETABLEN3102.12FORNYS m S• Lu ROOF MEMBRANE ORGRAADE / 2�pM� R-20 BATT INSULATION-R-30ATCEILINGS PRESCRIPTIVE CODE COMPLIANCE FAN INSST IDE WALLCABINET u z ROOF UNDERIAYMENr / EX5IING GRADE KITCHEN EXHAUST HOOD Ras BRT1NStRATIONABN "-19BAiiBmDATIONMN. ® W/EIUILTINFAN z RDOFJOISTASPERPUW IIgSWNDSICRBUlAl10N I15ESaINDSTCNSUTATpN ®®® W O 0 GE FIRST FLOOR Q 0- FXIMNGFOUNDATION SYSTEM E>asnNGaA�1ENrIEVa ®0 (n W RIDGE Z ED RIDGE DETAIL _ O E IF REQUIRED MS KITCHEN EXHAUST HOOD DETAIL BY OTHERS J a z W 1 CROSS SECTION A-A NITSQ a Q O W TYP ROOF CONSTRUCTION: 8806.1-ROOF VENTILATION REQUIRED. 50 YEAR ARCH.FIBERGLASS ROOF SHINGLES ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECLYTOTHE UNDERSIDE OFROOF ROM SHALLHAVE 151BSYNTHETICPAPER CROSSVENRLATION FOR EACH SEPARATESPACE BYVDW71NG OPENINGS PROTECTEDAGAINSTTHEEWRANCE OF RAIN ORSNOW.VENTILATION W COX PLYWOOD ROOFSHEATHING OPENINGS MMHAVEA MWDIMENSION OF I/WMD I/4'MAXIMUM.OPENINGSIN ROOF FRAMING MEMBERS SHALL CONFORM TO THE 2XIO ROOF RAFTERS @ 16'O.0REQUIREMENTS OF SECTION RB01.7.11EQUIREDVENTILATION OPENINGS SHALLOPEN DIRECRYTOTHE OUTSIDE AIR. (NOTE INSTALLVENfING BAFFLES AS REQUIRED) RBO6.2-MINIMUM VENT AREA. SEE PLANS FOR LOCATIONS: THE MINIMUM NET FAEEVENHUUINGARFAAWLLBEIASOOFiHEAREAOFTHEVFMEDSPACE. SMOKE DETECTION NOTES: EDD o L ME DRIRI IW SU a RO MUM IM n APMW E - 8905.L2-HEMRRIRIS:(TYPIW.FORALLEDGING)PROVBIEANICEBARRIEACONSISIINGOFA p N SIM DMW DOOM RMMPMM POM MV9ME SELF­ADHERINGPOLYMERMODIFIEDBITUMENSHEETFROMEDGEOFEAVETOAPOINTATLEASTZ4_'W =�llm MUM WM xo WM NMEMUDEERtNWME aIB mat ffu�= 1 THE EXTERIORWALLUNEOFTHEBUILDING.ONRGOFSWRHSLOPEEQUALMORGREATER7HA(IPONA Q I SIM WE THE ICE BARRIERSHALLAISOBEAPPUEDNOTLESSTHANWMEASURED ALONGTHEROOFSLOPIR�_M�LIE I AM mEMmMW MOT BE i�D VON a,-W W FAVE EDGEOFTHE BUILDING MOCKUP FOR OWNERTIE eamm � SLOW man WE IDOI O mx®mo CONE.SOFFIT womxumitrel F� T-= oaafs Z SImmLOW a FINN FIRE minas Rs1Rm N Taa VEIN "OmXO� I^'N APPROVAL i1a•mwD:Dw.raRarN � � � ,r,7 Ew;� 0O CARBON MONOXIDE DETECTION NOTES: Qso, �Qe�aMxa(ro, y `' _ Y= Zr 1.TIE DIUM Rif SQ&BE BTXa4PD ISM AN NPROM TYPE MM NO� Rl� ( y FV- FV+ LLL 00 MOM MIECOR MYM IAYDYND PROMBP PUM FwB ME Rang taat¢mwEW®.aw v5ruxuouuxxE�,im W> a! W F O WIN NO smm N ME mODf am TRW TIE DAR Clow DR1� I I .o o ewmwa>QaCDmJ aSQaal119J ! (=,7 W W PmISM ME WACH a= PROPOSED PROPOSED PROPOSED I w BauDiwunmDm(nPl _ _ w SEETABLEN11O212FORNYS PROPOSED PR BEDROOM o• n _r A z Dwwx,TMRRmmE aBTEaIOIs MLSf R[mol ROD art TWE � I BAlIBx10M BATHaaoM MASTER BmaooM 9 HANDRAIL DETAILS _ ---- i ALL CON MUM N=BE DaDx>m MEN IW-r OF ME BMW= PRESCRIPTIVE CODE COMPLIANCE TO ANY MOM ROOM CORD MMIS)NO Dlrum 1N PVN S -'i I F ~�.An �OR�LT 01 E::fS' RUN-SEE PIANS �-------.�- TYP WALL CONSTRUCTION: wood RNSER Q EXTENIORSIDING ASPER OWNERS SELECTION SO SO Z AIR INFILTRATION BARRIER co% w000TREAo °COX PLYWOOD EXTERIORSHEATHING o a DGSRNGOWPIGROOM EIGSIBNG BATHROOM EIGSIBRG BEDROOM 2 x4/214 WALLSNDs @ I6'O.0 m � z R-20 BATT INSULATION-R30ATCEILINGS I I I t BDD.TUPwo�BEAM(sEEPLANs) •DGSIIJG GRADE #I— COMIECRNO BRACKIETAS READ C!) o? $o O ----- CARRIAGE CUT FOR RISERS&TREADS Z, �ayydla� �r EXISTING FOUNDATION SYSTEM q (AS PERTLY-SAC.SM 27315. Im 1HOURCELINGISOFFITASSEMBLY F O(D}ONELAYEROF50F.C.YGYP. m 60.ON RC-1 CWM ELS WIL_L Q WALL STRINGER 3IHERMAFIBER INSULATION. C7 WOOD STAIR DETAIL MAWIM"UMBM IF REQUIRED NITS2 CROSS SECTION B-B OA-9 ECCC OF NYS COMPLIANCE CERTIF. STATEMENT �. E THE PROPOSED SYSTEMS HAVE BEEN DESIGNED TO MEET THE NEW YORK STATE 2020 ENERGY CONSERVATION CONSTRUCTION CODE(PRESCRIPTIVE)REQUIREMENTS.WHEN A DESIGN PROFESSIONAL HAS STAMPED AND SIGNED THIS PAGE, A INSTALL RIGID AIR BARMERTO SEPARATE c • THEY ARE ATTESTING THAT TO THE BEST OF HIS/HER KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,SUCH PLANS OR A-1 NSULATION SHALL ACHIEVE RESNEF DEFINED GRADE 1 INSTALLATION PORCH ATTIC FROM CONDITIONED 5PAC-C co ami E SPEGFICATIONS ARE IN COMPLIANCE WITH THIS CODE. OR ALTERNATIVELY.GRADE II FOR WAU5'WITH INSULATED SHEATHING. UNCONDITIONED B.FIBROUS INSULATION 15 NOT TO BE USED AS AN AIR BAR LER OR TO --� SUBFIDOR B.5EAL ALL SEAMS.EDGES,GAPS AND HOTS 4.4TARI�(CI IMATF 70NF 4)PRESCRIPTIVE VALUES• SEAT.ANY OPENING.WHERE FIBROUS INSULATION I5 USED R I5 TO BE P 3;�—: WOOD FRAMING IN THE AIR BARRIERVITH CAULK OR FOAM. Q Q Z • U-FENESTRATION FACTOR INSTALLED TO ITS FULL THICKN65,WITHOUT MLSAUGNMENT5.GAP5 AND • SKYLIGHT U-FENESTRATION FACTOR=.55 VOIDS,STEELED TIGHT U51NG THE MANUFACTURERS TABS AND EXTENDED FINISHED CEILING Q U r • GLAZED FENESTRATION SHOO=.4 THE FULL 512E OFTHE OPENING INTENDED. A. • cc- CEILING R VALUE=R-49 G WHERE PENETRATIONS OF ANY TYPE OCCUR IN FIRE RATED WA15 AND CONDITIONED C U ZrL • WOOD FRAME WALL R VALUE=R-20 MIN(OR R-13+5) PAKfmON5,THE SEAUNG MATERIAL USED AROUND ANY OPENING Is TO AIR BARRIER-PORCH • FLOORS OVER UNCONDITIONED SPACE RVALUE=R-19 BE RATED AND INSTALLED AS REQUIRED BY THE MANUFACTURER A INSTALL RIGID.CONTINUOUS AIR BARRIER MATERIALTO SEPARATE THE D.UNDER NO CIRCUMSTANCES 19 CONSTRUCTION ADHESIVE TO BE USED EXTERIOR FROM THE CONDITIONED SPACE. 12•-I'-0' m $= ECCC OF NYS AIR BARRIER & SEALING REQS ASAINAIR BARRIER 5TORTOSEAL ALED: OPENING. = .m E.SFAM5/lOINf5 TO BE SEALED: B.CUT ALL PENETRATION HEIS CLEANLY WITH A SAW ORDRILL AND NOT INTERIOR A.115'fALL A RIGID AIR BARRIER TO SEPARATE I.WHERE STUD MIYTS EXTERIOR SHEATHING MORE THAN I-LARGER THAN THE DIAMETER OF THE PENETRATING EXTERIOR FROM CONDITIONED SPACE. OA ~Q O 2,WHERE PLATES MEET STUDS(AND TOP PLATE JOINT) OBJECT TO ALLOW FOR PROPER ALRSFJWNG.SEAL ALL GAPS AND HOTS B.SEAL ALLSEAMS,EDGES,GAPS AND HOLES C To UNCONDITIONED SPACE WITH CAULK OR FOAM.FIBROUS INSULATION GENERAL.REQUIREMENTS ENVELOPE.O TH AIR BARRIER INSTAUED IN THE BUILDING R-PERMEABLE INSULATION SHALL NOT BE USED A5 A 3.WHERE SILL MFE75 FOUNDATION WALL AND BOOR FRAMING IN THE AIR BARRIER WITH CAULK°R FOAM. to S NOT TO BE USED TO SEAL AIR BARRIERS.ALK WITH RIGID AIR BARRIER t CONTINUO THE R B R BARRIER. BREAK ENVELOPE CONTAINS A EALING MATERIAL MEETS SILL C.SUPPORT INSULATION AT OVERHANG WITH Olt MATERIALTO SEPARATE THE EXTERIOR FROM THE � 3 BARIUM SMA AIR BARRIER.BREAKS ORJOINTS 1N THE AIR 4.WHERE FLOOR FRAMING MEETS WALL FRAMING. STAVES OR NETTING.VAPOR BARRIER TO BARRIER SHALL 13E SEALED. S.WHERE SUBR.00RMFJ:TTS FRAMING AT INTERIORSPALT. K FAMPROPERLY.FRLI AFTER GWTHNSTALI 1115A �. CONDITIONED/UNCONDITIONED SPACE. G WHERE A RATED PARTITION I5 PENIRATED,APPROVED.RATED 0 a ENCLOSE OPENING AWTF1 RIGID AIR BARRIER. CEUNG1AmC THE AIR BARRIER I ANY DROPPED ANY GAPS IN WILLBEALIGNED IN ANY DROPPED CEILLNGSOFFIf SHALL BE L+ ALIGNED Y/fTFI THE INSULATION AND ANY GAPS IN THE AIR GNED WTTFI THE AIR BARRIER � COMPLIANCE NOTES MATERIALS MUST BE USED. � �z BARRIER SHALL BE SEALED.ACCESS OFENING5,DROP DUCT, PIPING, & WIRING DOWN STAIRS OR KNEE SEALED. AIR TO UNCONDITIONED AIR BARRIER-OVERHANG ATTIC SPACES snau.Be SEALED. EXTERIOR WALLS THE JUNCTION OP THE FOUNDATION AND SILL PLATE SHALL CAVITIES WITHIN CORNERS 4 HEADERS OF FRAME WALLS SEAL DETAIL In' P-°' BE SEALED.THE JUNCTION OF THE TOP PLATE AND THE TOP HALL BE INSULATED BY COMPLETELY FILLING THE CAVITY I/2--I,-0• A INSTALL INSULATION WITHOUT MSAUGNMENT5, OF EXTERIOR WALLS SHALL BE SEALED.KNELWAILS SHALL WITH R S IN5IAATIONIINCH MINIMUM EXTEWORTHERMAL COMPRESSIONS,GAPS OR VOID5IN ALL EXTERIOR FOR GRADE I INSTALLATION,WALL INSULATION WALL CAVITIES BEHIND TUBS,PREFABRICATED IM5TABE SPJAIID. INSULATION FOR FRAMED WALLS,DCONTLL BE SHALLFILLTME CAVITY COMPIETELYTOP TO A SEE GRADE I INSULATION,DETAILTHIS FIREPLACE OR STAIR LANDINGS, lIGN ED IN SUBSTANTIAL TRIER AND COMINUOU9 •X GNMENf WITH THE PIR BARRIER BOTTOM AND SIDE TO SIDE WITHOUT SUBSTANTIAL C SHEEP. O GAPS OR VOIDS AROUND OBSTRUCTIONS B. ACK WITH RIGID AIR BARRIER OR OTHER WINDOWS,DOORS 4 THE SPACE BETWEEN WINDOW/OOORJAMES,AND FRAMING (3LDCKING,ETN)AND BE SPOT,INSTALLED OR B.BACK WITH RIGID AIR BARRIER OR OTHER SUPPORTING MATERIAL TO PREVENT INSULATION SKYUGI'(fP' AND SKYLIGHTS TO BE SHELLED. FETED TIGHTLY AROUND WIRING AND OTHER SUPPORTING MATERIALTO SEPARATE THE W FROM SAGGING AND TO CREATE A CONTINUOUS SERVICES WITHIN THE CAVITY. EXTERIOR FROM THE INTERIOR SPACE. THERMALBARRIER. RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER M JOISTS SHALL BE INSULATED. C INSULATION SHALL BE nNCLoSED ON ALL 6 SIDES C.INSTALL BACKER ROD NWDAXR SEAL ALL BATH C.SEAL ALLSEAMS.EGGS,GAPS AND HOTS IN 7 I„=, FLOORS ONC UOING ABOVE THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED R FRAMING CAVITY INSULATION SHALL BE INSTALLED (TOP 4 BOTTOM.SIDE TO SIDE 4 FACE TO FACE, SEAMS,EDGES,GAPS AND HOLES AROUND THE ALR BARRIER WITH CAULK OR FOAM FRIORTO z GARAGE AND CANTILEVERED EDGE OF INSULATION MAINTAIN PERMANENT CONTACT WITH THE UNDER51DE AND BE INSUBSTANTIAL CONTACT WTTIH THE ® THE WINDOWIDOOR AND IN THE AIR BARRIER W FLOOR OF SUBftOOR DECKING,OR FLOOR FRAMING GWRY SHEATHING MATERIAL.ON AT LEAST ONE FACE WITH CAULK OR LOW EXPANSION FOAM FINALTUE.PREFABRICATED FIREPLACE OR STAIR PSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH ONTERIOR OR EXTERIOR)OFTHE CAVITY. PRIORTO FINAL INSULATION INSTALLATION LANDING. Q 0 DNC.BOXES,PIPE AND CABLES). NOTE-AIR BARRJER AT PREFABRICATED FIREPLACE E TOP SIDE OF SHEATHING,OR CONTINUOUS NG AND ON MUST O C TYPE 7P GWB SEATED WITH RATED _ WENDS ON THE UNDERSIDE OF FLOOR FRAMING AND SIDE STARED TABS ARE THATTHE WITH NO Z FOAM OR W FROM THE BOTTOM TO THE TOP OF ALL PERIMETER BUCKLING MID PROVIDED THAT THE BATT ONLY D.NUMBER OF JACK STUDS DETERMINED BY N O FRAMING MEMBERS COMPRESSED AT DEPTH STAPLED EDGES ONLY AND RCNYS. �' W ONLYTO THE DEPTH OP THE TAB. W N CRAWL SPACE WAL5' D(POSED EARTH IN UINENTED CRAWL SPACE SHALL BE WHERE PROVIDED INSTEAD OF FLOOR INSULATION, E.WINDOW/DOORTO RETAIN ENERGY WAR COVERED WITH A CA55 I VAPOR RETARDER WITH NSULATION SMALL BE PERMANENTLY ATTACIED TO TILE INSULATION DETAIL• LASM UNTIL FINAL CERTIFICATE 15 ISSUED. OVERLAPPING JOINTS TAPED. CRAWLSPACQ WALLS. 1/2'-I'-0' EYP. WINDOW/DOOR DET. o ' SHAFT PENETRATIONS DUCT SHAFTS.UTILITY PENETRATIONS AND FLUE SHAFTS - L 1/2•—I'�' FSTAIR LANDING J �, W OPENING TO EXTERIOR OR UNCONDITIONED SPACE SMALL J Q Z BE SEG A.J°1NTBETWEEN TM�QT°PflA,�. L °R ALIGNED AIR BARRIER w �; g B.STUD TO EXTERIOR SHEATHING CONNECTION 6 FRAMING.16'OC NARROW CAVITIES ATM IN NARROW CAVmES SHALL BE CIT TO FIT OR (ALL AROUND)PJORTO INSULATION INSTALLATION. EXTERIOR 2)LVL HEADER DETAILS 1-1--i .-, W NARROW CAN READILY CONFORMS NF RMS'T 1TFl INSULATION ON (C.ALL A OR FRAMING TO SUBIT.00R CONNECION RIGID INSULATION(K-l0) —lam INSTALLATION READILY CANPORMS TO THE AVAILABLE TALLARDULID) CAVITY SPACE. D.JOINT OF TWO SILL PU1T6 AND ALL ANCHOR GARAGE SEPARATIONS AIR SEIWNG SHALL BE PROVIDED BETWEEN THE GARAGE BOLTS PENETRATIONS. A INSTALL HEADER A9 PER RMS.(2)LVL AND SERI.ALL EDGES. �/ Q AND CONDITIONED SPACES. _ SILL IN5UTATION,E.SILLTO FOUNDATION 5 IELD,)j-XXG-SILL ON x6• SEAMS GAPS AND HOLE WITH CAULK OR FOAM PRIORTO FINAL EXTERIOR A.INSTALL CONTINUOUS INSULATION WITHOUT MSALIGNMENITS,GAPS.VOIDS INSULATION INSTALLATION.. v, ILSUTAnON:TERMITE SHIELD S NOT TD NOME ORCOMPRL 9-"ION91N WA1J. RECESSED LIGHTING RECESSED LLGLffING FIXTIIRFS INSTALLED IN THE BUILDINGrZ D LIGHT FDXRIRS INSTALLED IN THE BUILDING INTO CONTACT WITH FOUNDATION WAW. B.INSTALLTWO LAYFJLS OF I'OW[N5 CORNING FDAMUUIR 250 RIGID W THERMAL ENVELOPE SMA::BE 5FALEDTO THE DRYWELL_ ENVELOPE SHALL BE AIRTIGHT AND IC RATED. INSULATION(R-5 EACH)50 THAT EDGE5 ARE TIGHT AND COMPLETELY B.BACK WITH RIGID AIR BARRIER OR PLUMBING 4 WIRING UTATION SILL 0E CUT NEATLYTO FIT AROUND Pop, SEAL ALL SEAMS'EDGES,GAPS AND HOTS FILLOPENING. OTHER SUPPORTING MATERIALTO PREVENT = Cl IID PLUMBING IN FXTEWOR WALLS,OR INSUTAnON AROUND 1'ERIMETERAND IN THE AIR BARRIHt WITH INSULATION FROM SICCING AND TO CAULK OR IOW EXPANSION FOAM PRIORTO FINAL C.WHERE ATRIPLE HEADER IS REQUIRED.INSTALL ONE,I•THICK LAYER- CREATE A CONTINUOUS THERMAL BARRIERINSTALLATION READILY CONFORMS TO AVAILABLE INSULATION INSTALLATION OTEMS A,B•C.D AND I, OF INSULATION(R-S). HALL EXTEND BEHIND PIPING AND WIRING. INCUJOING BOXES.PIPES AND CABIS). C.INSTALLTDP 4 BOTTOM PLATE AT ALL 9HOWERINB ON EXTERIOR THE ALR BARRIER INSTALLED AT EXTE IOR WALL5 ADJACENT WALLS ADJACENT TO 5HOWEM AND TUBS SHALL HEADER DETAILIWTPVALLS. WALL TOSHowERSANDTUBSSMALWARATETHEMFR,MTHEATFD. SEALI G DET. @EXTER. C.SEAL ALL SHOWMAN TU05. 11,2 -0' HOTS IN THE AJRRS ERWITH CAULK OR I2'-1'-0• A,INSTALL 1X6 WUIERAT 2X4 FOAM. ELECTRICAL 4 RHONE BOX ON THE AR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL FRAMING.I6.00 FRAMING AND RUN INSULATION EXTERIOR WAILS OR COMMUNICATION BOXES OR ARSELLPD BOXES SHALL UNCONDITIONED SPACE CONTINUOUSLY BEHIND. M DETALSIMNAR AT 5KYUGHT WELLS. } BE INSTALLED. FRAMING,16.00 m [-2 HVAC ftCY51M BOOTS HVAC REGI TER 000115 THAT PENETRATE BIOLDING EXHAUST FAN D SUBFLOOR 0rr'GG NAILER �o�1 AIR BARRIER DETAIL- N THERMAL ENVELOPE SHALL BE SEALED TO THE SDBFIDOR` WITH CAM OR,FOAM PRIOR TO KN EEWALL CONDITION O F OR DRYWANL LLGHT LPDXfI1RE —5YD00 FRAMING FINAL INSULATION INSTALLATION FAN IXC.BOXES.PIPES AND CABIE5). 147 ire-114r FINISHED CEDING � d � CONDITIONED SPINEL INTER./EXTER. WALL DET. A.INSTALL INSULATION WITHOUT IR•-11-0• MSALLGNMEMS,COMPRESSIONS.GAP5 OR - 00> > _1 A.INSTALL RIGID.CONTINUOUS AR BARRIER MATERIAL TO SEPARATE THE VOIDS IN ALL EXTERIOR WALL AND BAND JOIST CD }C9 I.- THE Z EXTERIOR FROM LONDITONED SPACE ATTIC A BEFORE INTERIOR G ATTIC,SEAL ALL CAVITIS AND IN CONTACT WITH ALL SIDES OF E,EJ m= F Q PLATES TO INTERIORCIADOING THE CAVITY. ][= x F.- B.CET ALL PENETRATION HOLES CLEANLY WITH A SAW OR DRILL AND NOT CONN=ON9 WITH FOAM OR CAULK TO NOTEWERIFY ADEQUATE FIRE4NDC KING. MORETHAN I•LARGER THAN THE DIAMETER OFTHE PENETRATING OBJECT 5TOP ALR LEAKS FROM ATTIC 5PACETO W} Y lJ.l O m TO ALLOW FOR PROPER ALR SEALING.SEALALL GARS AND HOLE TO CONDITIONED SPACE. B.BACK WITH RIGID AR BARRIER OR OTHER S =UST 1O EXPANDABLE FOAM WAUWTAND CAULKING UNCONDITIONED SPACE WITH CAULK OR FOAM.FIBROUS INSULATION 15 5UPFORTING MATERIAL TO SEPARATE THE U C3 V37W' C TME SANS AT USULATTON ATHOIIGH OPDUNG NOT TO BE USED TO SEAL ALR BARIUM.ACK WITH RIGID AR BARRIER CONDffIONED SEAL ALL SEAMS.EDGE,GAPS AND HOLES EXTERIOR FROM THE INTERIOR SPACE. JOUIIS NO pQ'E D(POSURE OROTHER5UPPOiTING MATERIA.TO SEPARATE THE EXTERIOR FROM THE FACE AROUND THEWINOOWIDOORAND INTHEALR INTERIOR 5PACE. BARRIER WITH CAULK OR LOW EXPANSION a BE C.SEN.ALL 5EAM5.EDGES.GAPS AND HOLES FOAM PRIORTO FINAL IN5ULATION IN THE AR BARRIER WITH(MAIC OR LOAM C.LIGHT FIXTURE MUST BE LCAT LABELED. 4 INTERIOR INSTALLATION ONC_00X5,RPE5 AND PRIORTO FINAL INSULATION INSTALLATION(EL THEAIRLEJWAGETESTOGSHALLBE ALL CPBL6). BOXES.PIPES AND CABLES). TORMNOTTOEX®3A01 LIGHT 8C FAN SEALS /2- 47 TOP PLATE/ATTIC DETAIL SOFFIT DETAIL POLYEIDlBIE PSE INSULATION IDN.R-3 I2•-1'-0P (AT EXTERIOR WALI I2•-P-0• A.INSTALL INSULATION WITHOUT MISALIGNMENTS, Q f10F$COLD DOYESNIC WATER UNE COMPRESSIONS,GAPS OR VOID5IN ALL INTERIOR A.INSTALL INSULATION WITHOUT EXTERIOR INTERIOR Q EXTERIOR WALL AND BAND JOST CAVITIES AND IN MSFN AUGNMT5.COMPR6.51ON5,GAPS OR - COMACf WITFH ALL 5106 OF THE CAVITY. VOIDS IN ALL WALL AND BAND LOST CAVm6. Z b PIPE INSULATION FOR DOMESTIC WATER LINE DETAIL FOR DOORS AND WINDOWS "�DSLL UFlW R4YBREAK g �QY 5.BALK WITH RIGID ALR BARRIER OR OTHER B.BACK WITH RIGID ALR BARIER OR OTHER y NTS MS SUPPORTING MATERIAL TO SEPARATE THE SUPPORTING MATERIAL TO SEPARATE THE FLASHING .s++a/•. .G SLAB K EXTERIOR FROM THE INTERIOR SPACE. 0 GARAGE FROM THE INTERIOR SPACE. j•p,'�'Y! GID INSUWTION 5 g� TME SEAMS AT INSULATION R4O1310✓SULATIDN(PA601I1NQSIIPRYAND RETURN O 8 GARAGE a�S •y; OSTURE BARRIER R-G MRI. DW SINATTICSSR AILBEDISMIEDTOAMMMUMO � C.SEA.ALL SEAMS.EDGE.GAL'S AND HOLES IN ri C.SEAL ALL SMS.EDGE,GAPS AND HOLES Z 6 0 'bQI1S NO PIPE E%POSUS R-RWIDRE31N016IN OW,4TFAANOGRFATERMIO RE THE AR BATWERWTH CAILJC OR FOAM PR10RT0 �zrzrz_ INTHEARBARRIER WITH RATED CAULK OR RIGID INSULATION X1 PACfED RLL J ,51.1,/ ,Kr WHEREIES MM31NOIBINOLAMETELWMYAND C FINAL INSULATION M5TALLATION IEX.BOXES. FOAM PRIORTO FINAL INSULATION '6 RENRNOUCNS IN WHERPOTIONSOF THE BLEU IIG PIPES AND CABLES). INSTALLATION(EX.WIRING BOXES.PIPES AND :a: IU- 1 SHALLSE08111ATEDTOAFANIMUM OFR4iWRM3 CABLE PENETRATIONS). D.SUPPORT INSULATION OR OOIESUN DIAAIEIFROi OIFA1ERAN0 Rd2WHEAEIEE NETTING.VAPOR BARRIERTO TO FACE ALY PROPERLY. OPERLY. D.SUPPORT INSULATION WITH STAVE OR / TNAN31NOIESINOAMETER ?" NETTING.VAPOR BARRIERTO PAM PROPERLY. SLAB-�IN"�VL�7l T1;LtI VFS ©`,EVE: E.INSULATION BAFFLE;I'MINIMUM,INSUTATION a NOPE-AIR BARTUERATGARAGE MUSTBE3'e' POLYETHYLENE PIPE INSULATION WN.R-3 R403325FIWNGIMA(DAMIM.DUMARflANDIPAS "' TO RETAIN 75%OF THICKNESS IN WALL BELOW. TYPE x GWB SEALED WITH RATED FOAM OR y -- HI �•a)' REFIDOQNANf LINES AS PER YANUFACNRER MPLYWITHER BOXES MALL BESE41EMIODG AND SEAMS 1,115MEOMCALCMAS 3.i ':+ CAULK. �� - nRAYnLI NInReLa MMMIL TYPICAL EXTERIOR WALL AIR BARRIER-GARAGE PIPE INSULATION FOR REFRIGERANT LINE DUCT INSULATION DETAIL (WITH VENTEDCRAWISPACEORCELIM I/r-RP Irz'-1� 11 /3 R� A 1 0 NTS NTS I j �I' U e"' � a _ �iBslfC`L Q��.cf3l'GS GENERAL NOTES CONSTRUCTION NOTES WOOD FRAMING NOTES PLUMBING NOTES CODE COMPLIANCE 1.ALL PLUMBING WORK TO BE IN ACCORDANCE WITH THE RULES AND U I.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE.THESE DRAWINGS ARE NOT 1.ALL LUMBER TO BE DOUGLAS FIR LARCH NO.20R EQUAL,WITH AMINIMUM FIBER LACONTNUOUS LOAD PATH SHALL BE PROVIDED IT)TRANSFER ALL WIND AND 11 E REGULATIONSEANDLOCAL CODES ODESANDR REQUIREMENTS. OF NEW YORK STATE AND ALL OTHER ALL DRAWING HAVE BEEN020 PRODUCED, LBUIL IN AND TO BE SCALED. � STRESS OF 900 PSI AND A MODULUS OF ELASTICITY OF 1,600,000,UNLESS OTHERWISE GRAVITY LOADS FROM THE ROOF,WALL,AND FLOOR SYSTEMS TO THE NOTED. FOUNDATION.ALL RAFTERS,STUDS,AND FLOORJOISTS TO ALIGN AS STATE AND LOCAL CODESAND REQUIREMENTS. PREPARED USING THE 2020 RESIDENTIAL BUILDING CODE, C3 m 2.LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE FACILITATED BY THE DESIGN TO CARRY ALL LOADS UNINTERRUPTED TO THE MOST CURRENT NEW YORK STATE ENERGY ate+ m E 2 ALL PLUMBING FIXTURES AND HARDWARE TO BE AMERICAN STANDARD OR .r w DRAWINGS.RIS THE INTENTION OF THE DRAWINGSTO PROVIDE FORA CALL ENGINEERED STRUCTURAL WOOD MEMBERS,INCLUDING ENGINEERED FOUNDATION. CONSERVATION CONSTRUCTION CODE AND ALL ASSOCIATED L ,y APPROVED EQUAL CJ COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR JOISTS AND BEAMS,TO BE AS MANUFACTURED BYTRUSSIOIST MacMIUAN OR - WITH STANDARDS REFERENCED THEREIN C2 MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK AS INDICATED. APPROVED EQUAL,AND INSTALLED AS PER MANUFACTURER'S SPECS. L ALL STRUCTURAL DIMENSIONAL LUMBER TO BE DOUGLAS RR LARCH NO.2OR 3.ALL PLUMBING SUPPLY PIPING TO BE A MIN.OF 1/Y COPPER MAINS. Q ¢ r+n EQUAL,WITH A MINIMUM FIBER STRESS OF 900 PSI,E=1,600,000,G=0.49. REFERENCED CODE PRINTING: ¢ =u &a 3.THE CONTRACTOR SHALL INVESTIGATE THE SITE AND FAMILIARIZE HIMSELF WITH 3.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD FOR STUD WALLS,OR FACE ¢W �Ln 4E CO NECTEPLUMBINGTOAVENT PPROVED SANITARY WASTE USES TO BE A MINA'IN OUL AND TO • 2020 RESIDENTIAL CODE OC THE EXISTING CONDITIONS PRIOR TO THE START OF ANY CONSTRUCTION.ALL OF MASONRY FOR MASONRY WALLS,UNLESS OTHERWISE NOTED. 3.ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MOIST CONDITIONS AS W m °rl BE CONNECTED TO AN APPROVED SANRARYSYSTEM. rz EXISTING CONDITIONS AND DIMENSIONS SHALL BE VERIFIED.ANY PER NYS RBC TO BE ACQ LUMBER,FASTENERS FOR ACQ LUMBER TO BE HOT C =Z u DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT 4.DOUBLE ALL BEAMS OR JOISTS UNDER BATHTUB(S),HEAVY APPLIANCES, DIPPED OR STAINLESS STEEL ONLY. • ICC ANSI A117.12009 m CO E" 8 PRIORTO COMMENCING WITH THE WORK. PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOOR,CEILING,AND ROOF,UNLESS OTHERWISE NOTED. S.ALL CLEANOUTSTO BE LOCATED AS PER NYS CODE. 4.FLOOR SHALL NOT BE LOADED UNTIL LATERALLY BRACED AS PER NYS RBC AND/ . ASHRAE 90.1-2013(JULY 2014 PRINTING) �7 m"E 6.IF A HOT WATER HEATER IS REQUIRED,MINIMUM SIZED TO BE 40 GALLONS tic ¢ � 4.CONTRACTOR SHALLVERIFY ALL DIMENSIONS&CONDITIONS ON THE JOB AND OR MANUFACTURER AS APPLICABLE,INCLUDING ALL BLOCKING,SHEATHING,RIM 'o MINIMUM,ORATANKLE55 WATER HEATER INSTALLED AS PER NYS CODE C THE ARCHITECTS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE S.PROVIDE METAL SUPPORT HANGERS AT ALL FLUSH FRAMED FLOOR AND CEILING BOARDS,BRACING,Err- . ASCE7-2010 DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS.PROVIDED JOISTS,ROOF RAFTERS,HEADERS AND BEAMS. 7.HEATING SYSTEM TO BE OIL OR GAS FIRED SIZED AND INSTALLED AS PER NYS DIMENSIONS ARE SUBJECT TO ACTUAL FIELD CONDITIONS AND NO CREDITS S.ALL WOOD DECKING TO BE NAILED AND GLUED. 7.HEANTULLANENYSENEOIL OR FIRED SI ED AN • ASCE 24-2014 3 OR EXTRAS WILL BE ALLOWED FOR DISCREPANCIES UP TO 2'-V IN ANY 6.PROVIDE CONTINUOUS METAL TERMITE SHIELDS AND ACQ TREATED WOOD MEASUREMENT. PLATES ALONG PERIMETER WALLS,CONTRACTOR TO ENSURE MINIMUM OF 6- 6.ENGINEERED WOOD MEMBERS INDICATED IN THESE DRAWINGS ARE TO BE AS S.SIZES AND TYPES OF APPARATUS,EQUIPMENT,AND SYSTEM CONTROLS SHALL • A17.1-2013 BETWEEN GRADE AND WOOD SILL MANUFACTURED YTRUS JOLST MacMIUAN.ALL MEMBERS TO BE INSTALLED INCOMPLY WITH THE NYS RESIDENTIAL AND NYS ENERGY CONSERVATION CODES. Lo S.CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL MANUFACTURERS AND LOCAL CODES, STTUCTACCORDANCE WITH MANUfACRERS SPECIFICATIONS. • C7 ORDINANCES,RULES AND REGULATIONS.CONTRACTOR SHALLARRANGE FOR 7.MINIMUM(2)2 X12 HEADERS OVER ALL OPENINGS,UNLESS OTHERWISE NOTED. ACCO 8TH MANUALJ&S-J-2014 ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE OCCUPANCY 7.NO SUBSTITUTION ON ENGINEERED LUMBER MANUFACTURER WILL BE S-2011 CERTIFICATE. B.ALL STUD,JOLSTAND RAFTER FRAMING SHALL BE PROVIDED WITH BLOCKING AS ACCEPTED UNLESS ALTERNATE SPECIFICATIONS ARE PRESENTED AND D-2014 PERTHE NYS RESIDENTIAL.BUILDING CODE.ALL STUD BEARING WALLS TO HAVE ACCEPMOYTHEARCHRECTSPRIORTOSTARTOFCONSMUCTON. 6.THE WORK SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARYTO STUD BRIDGING AT MID-HEIGHT. ARCHITECTS WILL NOT APPROVE ANY CHANGES FOR BUILDING DEPARTMENT COMPLETE CONSTRUCTION AS SHOWN ON THE DRAWINGS.ALL CONTRACTORS SIGN-OFFS IF INCORRECT JOISTS ARE INSTALLED. AND SUB{ONTRACTORSSHALL BE RESPONSIBLE FOR PROPER PERFORMANCE 9.ALL FIRETOPPING AND BLOCKING TO BE INSTALLED AS PER NYS RESIDENTIAL GENERAL STRUCTURAL.NOTES OF THEIR WORK,COORDINATION WITH OTHER TRADES,METHODS,SAFETY AND BUILDING CODE S.USE ONLY MANUFACTURER'S RIM BOARDS AT ENDS OF SPANS OF ENGINEERED SECURITY ON THEJOB SITE.THE ARCHITELTAND HIS AGENTS ARE NOT JOISTS-SOUD SAWN DIMENSIONAL LUMBER IS NOTACCEPTABLE. RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD HARMLESSAND 10.USE WATERPROOF MEMBRANE FLASHING AROUND ALL OUTSIDE DOORSAND 1.CONTRACTOR SHALL CONDITIONS IN FIELD AND IMMEDIATELYLU INDEMNIFIED BYALL CONTRACTORS FROM ANY CLAIMS,LOSSES,SUITS OR WINDOWS. 9.CUTTING AND NOTCHING OF ENGINEERED BEAMS AND JOISTS MUST BE IN / Z LEGAL ACTIONS ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. STRICTACCORDANCEWRHMANUFACTURER'SSPECIFICATIONS.FAILURETO NOTIFYARCHITECTS OF ANY DISCREPANCIES FROM THE DRAWINGS.HESHALL V 11.FLASHING TO BE PROVIDED ATALL ROOF PENETRATIONS,PIPES,VENTS, FOLLOW MANUF SPECS WILL RESULT IN THE UNSATISFACTORY MEMBERS BEING TAKE FIELD MEASUREMENTS AS REQUIRED AND BE RESPONSIBLE FOR SAME. 7.ALL WORK IS TO CONFORM WITH THE ENVIRONMENTAL CONSERVATION CODE OF SKYLIGHTS,CHIMNEYS,ROOF VENTILATORS,HIPS,RIDGES,VALLEYS,CHANGES REPLACED AT THE GENERALCONTRACfOR'S EXPENSE NEW YORK STATE GLASS AREAS USED ANYWHERE IN THE WORK SHALL BE OF ROOF SLOPE,AND GABLE ENDS. LALLSTRUCTURALWDRK SHALL BE COORDINATED WITH ARCHITECTURAL, DOUBLE GLAZED LOW E HIGH PERFORMANCE GLAZING WITH A MIN'U'VALUE lo.CONTRACTOR TO OBTAIN SHOP DRAWINGS OF ALL ENGINEERED FRAMING FROI, ELECTRICAL,PLUMBING,ETC REQUIREMENTS.DISCREPANCIES AND/OR W 0 OF.3S.ALL EXTERIOR DOORS SHALL HAVE INSULATED CORES WITH A MIN'U' it ALL GYP.GO.WALLS AND CEILINGS TO BE TAPED,SPACKLED,3 MATS,AND TRUS JOIST MacMILUW PRIOR TO START OF JOIST INSTALLATION.REFERTO INTERFERENCES SHALL BE REPORTED TO THE ARCHITECTS IMMEDIATELY UPON 0- VALUE OF AO. SANDED READY FOR PAINT. MANUFACTURERS DOCUMENTATION FOR SPECIFIC FRAMING DETAILS NOT DISCOVERY. O Z INDICATED ON THESE DRAWINGS.ALLWEB PENETRATIONS AS PER (n W B.CONTRACTOR SHALL BE RESPONSIBLE FORADEQUATELY BRACING AND 13.WATERPROOF GYP.BD.TO BE PROVIDED AROUND TUB AND ON WET WALL IN ALL MANUFACTURERSDETAILS.INSTALLALL BLOCKING,STIFFENERS,ETCAS PER 3.ALL WORK SHALL BE GOVERNED BYTHE LOCAL BUILDING CODE(LATESTIWGNMENTACCORDING TO APPLICABLE CODES, ADHERED TO AS IF CALLED FOR OR SHOWN ON THE DRAWINGS. W W PROTECTING ALLWORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE, BATHROOMS. MANUFACTURERS DETAILS AND SHOP DRAWINGS. EDITION),AND ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE Rin COLLAPSE,DISTORTION AND MISTHIS SHALL - ENERGY CODE COMPLIANCE O STANDARDS AND GOOD PRACTICE. 14.BATHROOMS WITHOUT NATURALVENTILATION TO HAVE AN ELECTRIC EXHAUST 1L AS PER NEW YORK STATE BUILDING CODE,MANUFACTURER'S SPECIFICATIONS NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE _ FAN(50 CFM MINIMUM)CONNECTED TO LIGHT SWITCH AND DUCTED TO THE FOR ALL ENGINEERED LUMBER MUST BE ONSITE FOR REVIEW BY BUILDING DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENTTHAN 1.ENERGY CODE NOTES AND SPECIFICATIONS ARE BASED ON 9.CONTRACTOR SHALL DISCONNECT,CAP AND REROUTE ANY EXISTING WATER, EXTERIOR. INSPECTOR DURING COURSE OF CONSTRUCTION. THE CODE REQUIREMENTS OR BECAUSETHEYARE NOTSPECIFICALLY THE MOST CURRENT INTERNATIONAL RESIDENTIAL BUILDING �J W SANITARY OR UTILITY LINES IN AREA OF NEW FOUNDATIONS AND SHALL USE REQUIRED BY CODE CODE CHAPTER 11 ENERGY EFFICIENCY AND THE LATEST NEW HAND EXCAVATION IN AREAS OF SUSPECTED UNDERGROUND UTILITIES AND 1S.ALL WINDOW DESIGNATIONS ARE FOR ANDERSON HIGH PERFORMANCE 400 YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE LU I= J SERVICES.IF ANY LINES ARE BROKEN OR OAMAGEDTHE CONTRACTOR WILL SERIESGLAZING. 4.PERFORM THE WORK OF ALLTRADES INA COMPLETE,THOROUGH AND W REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER WORKMAN LIKE MANNER IN CONFORMANCE WITH THE ACCEPTED PRACTICES INSPECTION OF HIS WORK. 16.GC TO INSTALL HARD WIRED SMOKE DETECTORS AND OTHER LIFE SAFETY AND ALL REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE 2.ALL PROJECTS IN NYS COUNTIES LIE WCLIMATE ZONE 4A a d EQUIPMENTTDMEET�LAPPLIdLeLECaDEs. CONCRETE NOTES V a S.GENERAL CONTRACTOR BE RESPONSIBLE FOR BRACING 3.'INTERIOR DESIGN TEMPERATURES FOR LOAD CALCULATIONS 10.THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEETALL LOCAL 17.GCTO INSTALLALUM GUTTERS AND LEADERS IN LOCATIONS AS REQUIRED TO AND PROTECTION OF ALLWORK DURING CONSTRUCTION AGAINSTDAMAGE, SHALL BE 72'FOR HEATING AND 75'FOR COOLING C FIRE DEPARTMENT'S REQUIREMENTS AND REGULATIONS,PROOF OF WHICH COLLECT ALL RAIN WATER RUNOFF-COLOR AS PER OWNER. L ALL CONCRETE SHALL BE 3-24 M0(,Fe=4000 PSI. BREAKAGE,COLLAPSE,DISTORTION AND MISALIGNMENT IN ACCORDANCE WITH - Ln G SHALL BE FURNISHED TO THE FIRE MARSHALL PRIOR TO THE INSTALLATION OF GOOD PRACTICE AND ALL GOVERNING CODES.ALL SHORING AND BRACING 4.UNLESS SUPERCEDED BY CALCULATIONS BASED ON ENERGY C) SUCH MATERIALS AND PRODUCTS. L WHERESLABS ARE SUPPORTED ON FIU THE FILLSHALL BE PROPERLY SHALL REMAIN IN PLACE UNTIL NEW STRUCTURAL MEMBERS HAVE BEEN PERFORMANCE SOFTWARE,ALL INSULATION VALUES FOR W DEMOLITION NOTES COMPACTED IN LAYERS. INSTALLED AND LOADED. COMPONENTS SHALL CONFORM TO VALUES INDICATED FOR ILL MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FNISHES,LIGHTING CLIMATE ZONE S IN TABLE N1102.12 ON SHEET T-0. CD IYI COURSING,DIMENSIONS,HEIGHT,ALIGNMENT,ETC MOVE AND RELOCATE ANY 3.INSTALL PRE- OLDED EXPANSION JOINTS AROUND PERIPHERY OF SLAB AND 6.ARCHITECT OF RECORD SHALL NOT BE RESPONSIBLE FOR THE WORK RELATING PARTITIONS,,WIRING,PLUMBING AND DUCIWORKTHAT MAY BE CONCEALED IN LDEMOLITION WORK SHALL BE DONE IN STRICT CONFORMANCE WITH LOCAL AT ALL COLUMN LOCATIONS.JOINT MATERIAL TO HAVE INSULATION VALUE OF TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS,METHODS, S.IN LIEU OF THE PRESCRIFIIVE COMPONENT METHOD, WALLS OR CEILINGS BEING REVISED,TO PROVIDE A COMPLETE JOB IN ALL AND STATE REGULATIONS,INCLUDING ALL PERMITS AND UTILITY CUT-OFFS. R-S FOR BUILDING CONSTRUCTION. TECHNIQUES OR PROCEDURES REQUIRED FORTHE WNTIALTORTO PERFORM APPROVED PERFORMANCE ANALYSIS SOFTWARE WILL BE RESPECTS. HIS WORK ACCEPTABLE TO PROVE BUILDING ENERGY EFFICIENCY 2 PERFORM ALL DEMOLITION WORK IN ACCORDANCE WITH THE REGULATIONS 4.STEEL REINFORCING BARS SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE COMPLIANCE.COMPLIANCE SOFTWARE TOOLS SHALL 1L PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW OF THE BUILDING CODE OF NEW YORK STATE AND ANSI/NFPA 241-1975,BUILDING 60 DEFORMED. 7.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY CONDITIONS AND EXISTING AREAS,INSTALL AND REMOVE(AFTER COMPLETION)ALL CONSTRUCTION AND DEMOLITION OPERATIONS. RELATING TO THEJOB CONSTRUCTION AND ASSUME PROTECTION RELATED GENERATE A REPORT THAT DOCUMENTS THAT THE PROPOSED TEMPORARY SUPPORTS,HEADERS AND DUST SCREENS TO ADEQUATELY S.MINIMUM LAP OF 04 REINFORCING BARS SHALL BE 20*AND FOR N5 TO ADJACENT OCCUPANCIES. DESIGN COMPLIES WITH THIS SECTION,AND SHALL BE SUSTAIN ALL LOADS AND PROTECT EXISTING WORK FROM DAMAGES OFANYSUBMITTED WITH THE APPLICATIONS FOR THE BUILDING PERMIT. 3. PROTECTTHE W FO MEN,OWNER'S BARRICADES,RAILINGS,LIGHTING,EIC REQUIRED REINFORCING BARS 26'. } cv1 KIND,INCLUDING DUST. TO PRQIECTTHE WORKMEN,OWNER'S PERSONNELAND OTHERS FROM INJURY (INCLUDED ON THIS SHEET IF APPLICABLE). DO G 13.FLASH,CAULK AND SEAL ALLJUNCITONS OF NEW AND EXISTING ROOFS,WALLS, DUE TO T HE DEMOLITION WORK PROVIDE FREE AND SAFE PASSAGE OF 021 AND PENETRATIONS,TO FORM A WATERTIGHT ASSEMBLY.ALLFLASHING TO BE PERSONSTO AND FROM AREAS AND FACILITIES WHICH ARE TO REMAIN. 6.AS PER N11022,WHERE R49 INSULATION IS REQUIRED IN j = ATTIC CEILING SPACES,INSTAWNG R38 OVER 100%OF THE 16 OUNCE AND EXTEND AT LEAST IC ABOVE INTERSECTING SURFACES. 4.THE CONTRACTOR SHALLATALLTIMES PROVIDE PROTECTION AGAINST CEILING AREA REQUIRING INSULATION SHALL BE DEEMED TO O WEATHER(RAIN,WIND,STORMS,FROST OR HEAT)SO AS TO MAINTAIN ALL WORK, SATISFY THE REQUIREMENT FOR R-49 INSULATION WHEREVER a z� Z } 14.ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE MATERIALS EQUIPMENTAND FIXTURES FREE FROM DAMAGES,REPAIR ANY ELECTRICAL NOTES FULL HEIGHT OF UNCOMPRESSED R38 INSULATION EXTENDSRESIo Q -- THE FINAL CODE OF NYS AND THE VALAPPROVED MUST ELECTRICALPRESETED TO THE DAMAGE TO PROPERTY OF THE OWNER WHICH IS TO REMAIN IN USE,OR THAT OF CONTROLLED INSPECTION OVER THE WALL TOP PLATE AT EAVES. ad C., 9 UJ U THE FINAL UL CERTIFICATE OF APPROVAL MUST BE PRESENTED TO THEOWNTR - ANY PERSON,OR PERSONS ON OR OFF THE SITE,CAUSED BYTHE DEMOLITION LALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND PRIOR TO FINAL PAYMENT. Go F WORK WRHOUTADDITIONAL IXPENSETO THE OWNER. REGULATIONS NDLOC LCODESALCODE UI NEW YORK STATE AND ALL O m REQUIREMENTS 7.As PER N1102.2z,wHEITE INSULAl10N VALUES ABOVE Rao z� F 15.THE ENTRE PREMISES,INSIDE AND OUT,SHALL BE CLEANED OF ALL DEBRIS OTHER STATE AND LOCAL CODf3AND REQUIREMENTS. ARE REQUIRED N CEILINGS WITHOUT ATTIC SPACES AND THE AND EXCESS MATERIALS,TO THE SATISFACTION OF THE OWNER,INCLUDING S.CONTRACFORSIVLLLADEQUATELY BRACE ANDSHDREALL EXISTING - ASSEMBLY DOES NOT ALLOW SUFFICIENT SPACE FOR THE U� STRUCTURALEEMENTSTO REMAIN DURING DEMOLITION AND CONSTRUCTION. L THE CONTRACTOR ISTD PROVIDE AN ELECTRICAL INSPECTION AND AN W y W y .ID LABELS AND PROLECTIVE COATINGS ON ALL MATERIALS. LAS PARTOFTHECONTRACTFORCONSTRUCTON,THE GC FOR PROJECT REQUIRED INSULATION,THE MINIMUM REQUIRED INSULATION BRACING TO REMAIN IN PLACE UNTIL FINAL STRUCTURAL ELEMENTS ARE UNDERWRITERS CERTIFICATE TO THE OWNER UPON COMPLETION OF THE WORK MUST RETAINATIHIRD PARTY ENGINEERING CONSUL'TANi(SP(ECMINSPECFOR) =� =O to INSTALLED IN THEIR ENTIRETY. FOR SUCH ROOFICEIUNG ASSEMBLIES SHALL BE R30.THIS IS U p Q U z C3 16.REQUESTFOR FINAL PAYMENT MUST BEACCOMPANIED WITH AWANER OF TO CONDUCT CONTROLLED INSPECTIONS OFALL STRUCTURAL COMPONENTS LIMITED TO 500 SQUARE FEET OR 20%MAX OF THETOTAL UENS,SIGNEO BY ALL SUB-CONTRACTORS AND MATERIALSUPPLIERS,IN ADDITION 3.ALLSMOXE DETECTORSAND OTHER UFESAFEPI DEVICESTO RESUPPLIED AND INDICATED ON THE PLANS,INCLUDING BUT NOTUMITEOTO PILE NSTALLATION, 6.PERFORM THE DEMOLITION WORK IN SUCH A MANNER AS TO PREVENT FIRES. INSTALLED PER CODE INSULATE CEILING AREA,WHICHEVER IS LESS. TO THE GENERAL CONTRACTOR. REMOVE ALLACCUMULATED DEBRIS PROMPTLY.DISPOSAL Y BURNING WILL CONCRETEF CONCRETE KRENGTH,C CONCRETE PLACEMENT, COVER, m SPECIFIED CONCRETE STRENGTH,CONCRETE POURING DISTRIBUTION, NOT BE PERMITTED ON SITE.ALL DEBRIS SHALL BE DISPOSED OFINALEGAL, 4.G.F.L CIRCUITS AND OUTLETS TO BE PROVIDED IN ALL BATHROOMS, S.THEVERIFIED BUILDING ASHA IN DWELLING UNITE AT N TESTED EXCEEDING AND K 17.PERMIT FEES FOR ANY AND ALL GOVERNING AGENCIES ARE THE OWNER'S CONCRETE ULTIMATE STRENGTH,MASONRY,ALL FRAMING INCLUDING JOISTS, WORKMAN-LIKE MANNER. GARAGE,AND AS REQUIRED Y CODE VERIFIED AS HAVING AS AIR LEAKAGE RATE NOT EXCEEDING RESPONSIBILITY.THE ARCHITECTS TAKE NO RESPONSIBILRYFOR DELAYS OF BEAMS).ALLI SPEC BOLTING AND MTS(AOLTEDAND THREE AIR CHANGES PER HOUR IN CLIMATE ZONE 4.TESTING TO U GOVERNMENT AGENCIES. 7.ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES, S.ELECTRIC SERVICE SHALL BE INCREASED AS REQUIRED IN ORDER TO HANDLE WELDED). REPORTS TO BE SUBMITTED TO THE ARCHITECTS AS COMPLY WITH THE REQUIREMENTS OF THIS SECTION. z FURNISHINGS AND DECOR ITEMS SHALL BE STORED AND PROTECTED FROM THE IMPOSED ELECTRIC LOAD AT PEAK DEMAND. WORK PROGRESSES. 1O8.CONSTRUCTOR ION DRAWINGS GS WITHKE NO OUT AP ROVALOR DEVIATIONS FROM THESE DAMAGE UNTILTHE OWNER DETERMINES THE COURSE OF ACTON TO BE TAKEN :5 CONSTRUCTION DITTO STAR OF WOR ANY C APPROVAL BY THE �H�E 2.CONTROLLED INSPECTIONS ARE REQUIRED REGARDLESS OF INSPECTIONS a ARCHITECTS PRIOR TO START OF WORK ANY CHANGES MADE BY THE CONDUCTED BY MUNICIPALITIES,AND REGARDLESS OF WHETHER OR NOT WORK CONTRACTOR(STRUCTURAL MEMBERS,WINDOW CHANGES,ETC)RESULTINGIL PROTECT AND MAINTAIN EXISTING UTILITY LINES WHICH ARE TO REMAIN IN PASSES INSPECTION BY THE BUILDING INSPECTOR OF THE LOCAL MUNICIPALITY d IN CODE VIOLATIONS OR CAUSING THE FAILURE OF ANY BUILDING DEPARTMENTRVICE IN RRUPTION OF THESE U NES. HAVING JURISDICTION. d' NONINSP-COMPLIANT ILL WORKTO ULT IN THE CON REQUIRED REPLACING THE COMPLETED ATCAP ALL UTILITY NES TERMINATEDTO BYDEMOLITION WORK IN A MANNER 3.A FINAL PILE LOG MUST BE SUBMITTED TO THE ARCHITECTS AT COMPLETION APPROVED BYTHE GOVERNMENTAL AUTHORITIES AND UTILITY COMPANIES HVAC NOTES _ CONTRACTOR'S COST.ARCHITECTS WILL NOT BE RESPONSIBLE FOR HAVINGJURISDICTION. OF INSTALLATION,CERTIFIED BYANY RATE LICENSED ENGINEER PRESENT ON CONTRACTOR DEVIATIONS FROM THE APPROVED PLANS. SITE DURING INSTALLATION TO CERTIFY THAT ALL PILES ARE INSTALLED AS PER 5 n Ef "$o 9.ALL EXISTING DUCTWORK,ELECTRICAL EQUIPMENT,ETC IN AREAS TO BE L ALL HVAC WORKTO BE IN ACCORDANCE WITH THE RULESAND REGULATIONS PLANSTOTHEULTIMATE BEARING CAPACTYOF 200%(DESIGN,LOADSINDICATED Z „'bvi rA Q 19.AGREEMENT SUPERSEDED THEARUCTONADMINISTRATION DEMOLISHED SHALL BE PROTECTED AND RELOCATED AS REQUIRED ACCORDING OF THE NYS RESIDENTIAL AND NYS ENERGY CONSERVATION CODES,AND ON FOUNDATION PLAN X A SAFETY FACTOR OF 2). AGREEMENT BETWEEN THE OWNER AND THE ARCHITECT!,THE INFORMATION TO FIELD CONDITIONS. AND ALL STANDARDS REFERENCED THEREIN. SHOWN ON THESE DRAWINGS CONSTITUTES THE EXTENT OF ARCHITECTURAL 4.CONFIRMATION SHALL BE PROVIDED YT HE GC TO THE ARCHITECTS H SERVICES RENDERED TO THE CUENT.THE ARCHITECT HAS NO FURTHER 2.THE CONTRACTOR SHALL BE RESPONSIBLE FORTHE DESIGN Of THE HVAC CERTIFYING THATTHE CONCRETE INSTALLED 154,000 PSI STRENGTH AS ,., 1D.PROVIDE DUST-TIGHT PARTITIONS BETWEEN AREAS WHERE DEMOLITION WORK ^I�'� >- CONTRACTUALCTIOND DRAWINGS RE TIHECUTO 08TAINATHE PREPARATION OF SYSTEM AND ALL DUCTWORK,BASED ON THE CODES ABOVE. INDICATED IN THE DRAWINGS,EVIDENCED Y 7AND 28 DAY BREAK REPORTS. IS BEING PERFORMED AND AREAS WHICH ARE FINISHED OR IN USE. CONSTRUCTION DRAWINGS REQUIRFO TOOBTAIN ABUILOING PERMIT IN ACCORDANCE WITH ALLAPPLICABLE CODES.IN ALL CASES,THE ARCHITECT 1L LEAVE EACH AREA BROOM CLEAN UPON COMPLETION OF EACH WORK DAY. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING THE EXISTING S.A FINAL LETTER OF CERTIFICATION SHALL BE PROVIDED TO THE ARCHITECTS + DMCUIIMSANY AND ALL RESPONSIBILITY IF THE BUILDING IS CONSTRUCTED NVAC SYSTEM,IF APPLICABLE,AND DETERMINING IF THE EXISTING SYSTEM BY THE G.C.UPON COMPLETION OF WORK CERTIFYING THAT ALL WORK HAS BEEN WHERE NEW CONSTRUCTION ABUTS OR ENCLOSES AN EXISTING EXTERIOR WITH DIMENSIONS,SIZES OR MATERIALS THAT DEVIATE FROM THESE DRAWINGS. WALL IS SUFFICIENT TO HANDLE ANY ADDITIONAL HEATING/COONG LOADS,AND DONE IN ACCORDANCE WITH THE APPROVED PERMIT PLANS FOR SUBMISSION mwnw NUMma SHALL RECOMMEND UPGRADES TO THE SYSTEM AS REQUIRED. TOTHE BUILDING DEPARTMENTAND FOR THE ARCHITECTS RECORDS. --- - 12.WHERE NEW WAU,REMOVETCONSTRUCTIONEEXTEFINISH AND SHEATHING GOWN TOEXISING TING 4.CONTRACTOR SHALL COORDINATE ALL DUCTWORK AND SOFFIT 6.GABYTCHILINGUIRIAN,ASARCHIIECTOFRECORD,HAS NORESPONSIBILITY FOR 1 A 11 WAIL,REMOVE THE EXTERIOR FINISH AND SHEATHING DOWN TO EXISTING €€ ,; m•,:..=+ STUDS,IN PREPARATION FOR NEW GYPSUM BOARD AND INTERIOR FINISH. WITH THE OWNERS AND ARCHITECTS PRIOR TO FABRICATION AND INSTALLATION. CONSTRUCTION SUPERVISION,MANAGEMENT OR INSPECTIONS OF ANY KIND. L �� - `' -..-,�-c"..F -- _. -�^ _ (2020 NEW YORK STATE RESIDENTIAL CODE) EFFECTIVE As of-MAY 12TH 202� 0 CL: E 8301.1-APPLICATION: 8317:1-PROTECTION AGAINST DECAY: 8502.8-BEARING: R8023.1-CEILING JOIST AND RAFTER CONNECTIONS: m BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE CONSTRUCTED TO AREAS SUBJECT TO DECAY DAMAGE REQUIRE THE USE OF AN APPROVED SPECIES THE ENDS OF EACH JOIST,BEAM OR GIRDER SHALL HAVE NOT LESS THAN 1 1/T CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER IN ACCORDANCE +p•' SAFELY SUPPORT ALL LOADS,INCLUDING DEAD LOADS,LIVE LOADS,ROOF LOADS, AND GRADE OF LUMBER PRESSURE PRESERVATIVE-TREATED IN ACCORDANCE WITH BEARING ON WOOD OR METAL AND NOT LESS THAN T ON MASONRY OR CONCRETE WITH TABLE R802.5.1(9),AND THE RAFTER SHALL BE NAILED TO THE TOP WALL PLATE t •+ @i FLOOD LOADS,SNOW LOADS,WIND LOADS AND SEISMIC LOADS AS PRESCRIBED BY AWPA U1.THESE AREAS INCLUDE WOOD JOISTS WITHIN 16'AND WOOD GIRDERS EXCEPT WHERE SUPPORTED ON A 1-XV RIBBON STRIP AND NAILED TO THE IN ACCORDANCE WITH TABLE R602.3(1),CEILING JOISTS SHALL BE CONTINUOUS OR p Z THIS CODE.THE CONSTRUCTION OF BUILDINGS AND STRUCTURES IN ACCORDANCE WITHIN 12'OF EXPOSED GROUND IN CRAWLSPACES,WOOD MEMBERS THAT REST ON ADJACENT STUD OR BY THE USE OF APPROVED JOIST HANGERS.THE BEARING ON SECURELY JOINED IN ACCORDANCE WITH TABLE R802:5.1(9)WHERE THEY MEET OVER Q O 2 WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS LESS THAN S'FROM MASONRY OR CONCRETE SHALL BE DIRECT,OR A SILL PLATE OF 2'.MIN NOMINAL O1 COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS OF THE TRANSFER OF EXPOSED GROUND,SILLS AND SLEEPERS ON CONCRETE OR MASONRY SLABS,THE INTERIOR PARTITIONS AND ARE NAILED TO ADJACENT RAFTERS TO PROVIDER THICKNESS SHALL BE PROVIDED UNDERTHE JOIST,BEAM OR GIRDER' CONTINUOUS TIE ACROSS THE BUILDING WHERE SUCH HOISTS ARE PARALLEL TO THE LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS, RAFTERS. pC W m or) THE FOUNDATION.BUILDINGS AND STRUCTURESCONSTRUCTED AS PRESCRIBED BY WOOD SIDING,SHEATHING AND WALL FRAMING ON THE EXTERIOR OFA BUILDING 8502.6.1-FLOOR SYSTEMS: C �=-+Z E'er^' THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. HAVING A CLEARANCE OF LESS THAN 6'FROM THE GROUND AND WOOD JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING SUPPORT SHALL LAP NOT WHERE CEILING JOISTS ARE NOT CONNECTED TO THE RAFTERS AT THE TOP WALL ca CU FRAMINGIFURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY ,LESS THAN WAND SHALL BE NAILED TOGETHER WITH A MIN OF THREE IOd FACE PLATE,JOISTS CONNECTED HIGHER IN THE ATTIC SHALL BE INSTALLED AS RAFTER $Yl 83012.12-PROTECTION OF OPENINGS: OR CONCRETE WALLS UNLESS AN'APPROVED VAPOR RETARDER IS APPLIED TO THE NAILS. 'p cam r EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REGIONS SHALL WALL PRIOR TO INSTALLATION. TIES,PR RAFTERTIES SHALL BE INSTALLED TO PROVIDE A CONTINUOUS TIE.WHERE p0 CEILING JOIST ARE NOT PARALLEL TO RAFTERS,RAFTER TIES SWLLLBEINSTALLED. BE PROTECTED FROM WINDB0PTI DEBRIS AS PER ASTM E 1996 AND ASTM E 1886 AS _ RSM7.1-BRIDGING: RAFTER TIES SHALL NOT BE LESS THAN 2-X 4',INSTALLED IN ACCORDANCE WITH THE L ' MODIFIED BY PLYWOOD 2.1.EXCEPTION:UPON COMPLETION,CONTRACTOR SHALL ALL SI-SUBTERRANEAN TERMITE CONTROL• JOISTS EXCEEDING THE DEPTH OF A NOMINAL 2x12 SHALL BE SUPPORTED LATERALLY CONNECTION REQUIREMENTS IN TABLE 5602.5.1(9),OR CONNECTIONS OF PROVIDE 112'PLYWOOD PANELS L BE MAXIMUM SPAN)SIZED T T OVER EACH ALL SILLS AT FOUNDATIONS TO BE PRESSURE PRESERVATIVE TREATED WOOD IN BY SOLID BLOCKING,DIAGONAL BRIDGING(WOOD OR-METAL),ORA CONT IW STRIP EQUIVALENT CAPACITIES SHALL BE PROVIDED.WHERE CEILING JOISTS OR RAFTERS GLAZED OPENING.PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING ACCORDANCE WITH AWPA STANDARDS AND R317.1.PROVIDE METAL PLASTIC NAILED ACROSS THE BOTTOM OF JOISTS PERPENDICULAR TO JOISTS NOT EXCEEDING ARE NOT PROVIDED,THE RIDGE FORMED BY THESE RAFTERS SHALL BE SUPPORTA) SURROUNDING THE OPENING CONTAINING THE GLAZED OPENING.PANELS SHALL BE TERMITE SHIELDS AT ENTIRE PERIMETER OF SILL S'OC. PREDRILLEDBY A WALL OR GIRDER DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED PRACTICE. c0 WITH THE ATTACHMENT HARDWARE PROVIDED.ATTACHMENT HARDWARE AND R401A.1-GEOTECHNICAL EVALUATION: - R602-8.I SAWN LUMBER-CUTTING.NOTCHING AND DRILLING: PERMANENTLY INSTALLED ANCHORS ON THE BUILDING SHALL BE - UNLESS OTHERWISE NOTED ON THE DRAWINGS AND SUBSTANTIATED WITH A NOTCHES IN SOLID LUMBER JOISTS,RAFTERS AND BEAMS SHALL NOT EXCEED COLLAR TIES OR RIDGE STRAPS TO RESIST UPLIFT SHALL BE CONNECTED IN THE CORROSION-RESISTANT. STRUCTURAL SOIL TEST,ALL FOOTINGS SHALL BEAR ON SOLID,UNDISTURBED SOIL ONE-SIXTH THE DEPTH OF THE MEMBER,SHALL NOT BE LONGER THAN ONE-THIRD UPPER THIRD OF THE ATTIC SPACE IN ACCORDANCE WITH TABLE R602-3.1.COLLAR WITH A MINIMUM BEARING CAPACITY OF 1,500 POUNDS PER.SQUARE FOOT. THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE TIES SHALL NOT BE LESS THAN 1'X V.SPACED NOT MORE THAN 4 FEET ON CENTER 83012.2-LIES IN SETS VISIONS: ONE-THIRED OF THE SPAN.NOTCHES AT THE ENDS OF THE MEMBER SHALL NOT PROJECT LIES IN SEISMIC ZONEBOR C,AND ASA ONE ORTWO FAMILY RESIDENCE IS R403.1.6-FOUNDATION ANCHORAGE:: EXCEED ONE-FORTH THE DEPTH OF THE MEMBER THE TENSION SIDE MEMBERS 4 8802.7.12-RAFTER NOTCH/CEILING JOIST TAPER CUT: EXEMPT FROM SEISMIC REQUIREMENTS OF THIS CODE WOOD SOLE PLATES ATALL EXTERIOR WALLS ON MONOLITHIC SLABS,WOOD SOLE INCHES OR GREATER IN NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPTAT TAPER CUTS ATTHE ENDS OF CEILING JOISTS SHALL NOT EXCEED ONE-FORTH THE PLATES OF BRACED WALL PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS THE ENDS OF THE MEMBERS-THE DIAMETER OF HOLES BORED OR CUT INTO R3DI.12-DRAFTSTOPPING AND ALDEPTH OF TTHE MEMBER WHEN MEASURED FROM THE INSIDE FACE OF THE EXTERIOR L'WOOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION MEMBERS SHALL NOT EXCEED ONE-THRIEDTHE DEPTH OF THE MEMBER HOLES DEPTHO IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND STUD WALL MWIMUM OF I/2'DIAMETER ANCHOR BOLTS SPACE AT 6 FEET MAX ON CENTER SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM OF THE MEMBER OR _ BELOW THE CONCEALED SPACE OFAFLOOR-CEUNGASSEMBLY,DRAFTSTOPSSHALL BOLTS SHALL EXTEND A MINIMUM OF 7 INCHES INTO CONCRETE OR GROUTED CELLS TO ANY OTHER HOLE LOCATED IN THE MEMBER WHERE THE MEMBER IS ALSO 8802.8.1-BRIDGING: rLu BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED OF CONCRETE MASONRY UNITS.THE BOLTS SHALL BE LOCATED IN THE MIDDLE NOTCHED;THE HOLE SHALL NOT BE CLOSER THAN 21NCHES TO THE NOTCH. RAFTERS AND GING:CEILIJOISTS EXCEEDING THE DEPTH OF A NOMINAL 2x10 SHALL BE V Z 1,000 SQUARE FEET.DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO THIRD OF THE WIDTH OF THE PLATE A NUT AND WASHER SHALL BE TIGHTENED ON SUPPORTED LATERALLY BY SOLID BLOCKING,DIAGONAL BRIDGING(WOOD OR METAL) z APPROXIMATELY EQUAL AREAS.WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR EACH ANCHOR BOLT.THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE RSM.B2-ENGINEERED WOOD-CUTTING.NOTCHING AND DRILLING: OR A CONTINUOUS 1701'WOOD STRIP NAILED ACROSS THE RAFTERS OR CEILING MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW,DRAFTSTOPPING SHALL BE SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN SEVEN CUTS,NOTCHES AND HOLES BORED IN TRUSSES,STRUCTURAL COMPOSITE LUMBER, JOISTS AT INTERVALS NOT EXCEEDING V CC. W PROVIDED IN FLOOR-=GEEING ASSEMBLIES UNDER THE FOLLOWING BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION.INTERIOR BEARING WALL STRUCTURAL GLUE-LAMINATED MEMBERS,CORSS-LAMINATED TIMBER MEMBERS OR Q O CIRCUMSTANCES:(1)CEILING IS SUSPENDED UNDER THE FLOOR FRAMING,(2)FLOOR SOLE PLATES ON MONOLITHIC SLAB FOUNDATIONS THAT ARE NOT PART OF A BRACED WOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MANUFACTURER'S RSD6.1-ROOF VENTILATION REQUIRED: FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. WALL PANEL SHALL BE POSITIVELY ANCHORED WITH APPROVED FASTENERS. RECOMMENDATIONS OR WHERE THE EFFECTS OF SUCH ALTERATIONS ARE ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CdLINGS ARE O Z SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER BY A REGISTERED APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSSLJJ R308A-GLAZING IN HAZARDOUS LOCATIONS 8404.1.7-BACKFILLPLACEMENT: DESIGN PROFESSIONAL . ~ LAA' GLAZING IN THE FOLLOWING AREAS SHALL VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED L BE TEMPERED SAFETY GLAZING:GLASS IN BACKFILL SHALL NOT BE PLACED AGAINST FOUNDATION WALLS UNTIL THE WALL HAS AGAINST THE ENTRANCE OF RAIN OR SNOW.VENTILATION OPENINGS SHALL HAVE A L/9 SWINGING AND SLIDING DOORS AND FOLD SIDELIGHTS,TUB AND SHOWER BEEN BRACED BY THE INSTALLATION OF THE FLOOR SYSTEM,AND THE CONCRETE 8502.9-FASTENING LEAST DIMENSION A CE OF D N OMAXIMUM.OPENINGS IN ROOF FRAMING z CEJ ENCLOSURES,ADJACENT TO DOORS WITHIN NG AND WINDOWS WITH AREAS OF HAS DEVELOPED SUFFICIENT STRENGTH. UNLESS OTHERWISE NOTED,FRAMING SHALL BE NAILED IN ACCORDANCE WITH MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.7.REQUIRED O 1 GLASS GREATER THAN 9 SQUARE FEET,HAVING THE BOTTOM EDGE OF GLAZING LESS TABLE R603.30).WHERE POSTS AND BEAM OR GIRDER CONSTRUCTION IS USED TO VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR THAN 18'ABOVE THE FLOOR THE TOP EDGE OF GLAZING LY FROMAN 36'ABOVE THE UR408.1-CONCRETE AND MASONRY FOUNDATION OAMPPROOFlNG: SUPPORT FLOOR FRAMING,POSITIVE CONNECTIONS SHALL BE PROVIDED TO ENSURE '� Q Z , FLOORAND A WALKING SURFACE WITHIN 38'HORIZONTALLY FROM THE GLAZING. i EXCEPT AS SPECIFIED IN R4062FOUNDATION WALLS THAT RETAIN EARTH AND AGAINST UPLIFT AND LATERAL DISPLACEMENT. ROW.2-MINIMUM VENT AREA: ENCLOSE USABLE SPACES AND FLOORS LOCATED BELOW GRADE SHALL BE THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE W g R310-EMERGENCY ESCAPE AND RESCUE OPENINGS: DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE 8507.7.1-DECK POST TO DECK BEAM: VENTED SPACE ILLI LuBASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST MASONRY WALLS SHALL HAVE 31W MINIMUM PORTLAND CEMENT PARGING APPLIED DECK BEAMS SHALL BE ATTACHED TO DECK POSTS BY MANUFACTURED GALVANIZED ONE OPENABLE EMERGENCY ESCAPE AND RESCUE OPENING MEETING THE TO THE EXTERIOR OF THE WALL.PARGING SHALL BE DAMPPROOFED WITH A POST-TO BEAM CONNECTORS SIZED FOR THE POSTAND BEAM SIZES-ALL BOLTS R905.1.1-ROOF UNDERLAYMENT: V Q Q FOLLOWING REQUIREMENTS: BITUMINOUS COATING,3 POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT SHALL HAVE WASHERS UNDER THE HEAD AND NUI. UNDER1-ROO T FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM D226 TYPE 1, OR 1/8'COAT OF SURFACE BONDING CEMENT COMPLYING WITH ASTM C 887. ASTM D4869 TYPE 1,11.111 OR IV,OR ASTM D675T. - 1.SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR � R507Ji-DECK POST HEIGHTS'2.MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET.(GRADEFLOOR CLEAR R408.2-CONCRETE AND MASONRY FOUNDATION WATERPROOFING- THE MAXIMUM HEIGHT FOR A4x4 DECK POST SHALL BE 8 FEET'.THE MAXIMUM i' FOR ROOF SLOPES 2 ON 12 T040N 12,UNDERLAYMENT SHAW BE-Two LAYERS OF OPENING 5.0 SQUARE FEET) IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS HEIGHT FOR A 6X6 DECK POST SHALL BE 14 FEET,MEASURED FROM THE BASE TO THE 150 FELT IN 36'STRIPS WITH A MINIMUM OVERLAP OF 17.FOR ROOF SLOPES 4 ON 12 3-MINIMUM OPENING HEIGHT SHALL BE 24 INCHES. HOST,EXTERIOR FOUNDATION WALLS THAT ENCLOSE USABLE SPACES AND FLOORS UNDERSIDE OF THE BEAM. - AND TREATED,UNDERLAYMENT SHALL BE ONE LAYER OF 150 FELT APPLIED IN 4-MINIMUM OPENING WIDTH SHALL BE 2D INCHES. LOCATED BELOW GRADE SHALL BE WATERPROOFED WITH A MEMBRANE EXTENDING SHINGLE FASHION,PARALLEL TO THE EAVE AND LAPPED T.END LAPS SHALL BE M1 S.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE THE MEMBRANE SHALL 8507.8.1-DECK POST TO DECK FOOTING: AND AND SHALL BE OFFSET BY 6'FEET. OPERATIONAL FROM THE INSIDE WITHOUT THE USE OF KEYS OR TOOLS. CONSIST OF 2-PLY HOT MOPPED FELTS,55 POUND ROLL ROOFING,6-MIL POLYVINYL POSTS SHALL WTO FOOTINGS AND SHALL BE RESTRAINED TO PREVENT LATERAL 6.AREA OF WINDOW WELLS SHALL NOT BE LESS THAN 9 SF WITH A MINIMUM CHLORIDE,6-MIL POLYETHYLENE,40-MIL POLYMER-MODIFIED ASPHALT,60-MIL DISPLACEMENT AT THE BOTTOM SUPPORT.LATERAL RESTRAINT SHALL BE PROVIDED ASPHALT SHINGLES ARE NOT PERMITTED FOR ROOF SLOPES LESS THAN 2 ON 12- DIMENSION OF 3 FEET. FLEXIBLE POLYMER ASPHALT,11V CEMENT-BASED FIBER-REINF WATERPROOF BY MANUFACTURED GALVANIZED CONNECTORS INSTALLED IN ACCORDANCE WITH COATING,OR 60-MIL SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER ALL JOINTS 5507 AND THE MANUFACTURERS INSTRUCTIONS. 8905.12-ICE BARRIERS: R311.7.1-STAIRWAY WIDTH: IN MEMBRANE WATERPROOFING SHALL LAPPED AND SEALED WITH AN ADHESIVE PROVIDE AN ICE BARRIER CONSISTING OF ASELF-ADHERING POLYMER MODIFIED STAIRWAYS SHALL NOT BE LESS THAN 36'NO PROD AT ALL POINTS ABOVE THE COMPATIBLE WITH THE MEMBRANE. R6023.1-STUD SIZE AND SPACING: BITUMEN SHEET FROM EDGE OF EAVE TO A POINT AT LEAST 24'INSIDE THE EXTERIOR HANDRAIL E.OF T.THE HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON ALL STUDS SUPPORTING 1 FLOOR AND A ROOF TO BE 2 X4 STUDS 16'OC.ALL STUDS WALL UNE OF THE BUILDING.ON ROOFS WITH SLOPE EQUAL TO OR GREATERTHAN 8 EITHER SIDE OF THE STAIRWAY. 8407.1-2-COLUMN PROTECTION: SUPPORTING 2 FLOORS AND A ROOF TO BE 2 X 6 STUDS 16'OC. ON 12,THE ICE BARRIER SHALL ALSO,BE APPLIED NOT LESS THAN 36'MEASURED 1- WOOD COLUMNS IN CONTACT WITH OR EMBEDDED IN CONCRETE SHALL BE ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. m c•] R311.7.5-STAIRWAY TREADS AND RISERS: PRESSURE TREATED:STEEL COLUMNS'SURFACES SHALL BE PAINTED WITH A SHOP R602.32-TOP PLATE: 13 N MAXIMUM RISER HEIGHT SHALL BE 8114INCHES AND THE MINIMUM TREAD DEPTH COAT OF RUST-INHIBITIVE PAINT,OR GALVANIZED- WOOD STUD WALLS SHALL BE CAPPED WITH A DOUBLE TOP PLATE INSTALLED TO RW525-ROOF FASTENERS: LTJ N SHALL BE 9 INCHES. PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS WITH BEARING FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS 8407.3-COLUMN STRUCTURAL REQUIREMENTS: PARTITIONS.END JOINTS SHALL BE OFFSET AT LEAST 24'.PLATES SHALL HAVE A MIN STEEL,ALUMINUM OR COPPER ROOFING NAILS,MIN 12 GAGE HEAD,COMPLYING WITH d'd . 8311.7.8-STAIR HANDRAILS: COLUMNSSHALI:BERESTRAINEDTOPREVENTLATERALDISPLACEMENTATTIRE NOMINAL THICKNESS OF 2'AND HAVEAWIDTHEQUALTOTHESTUDWIDTH. ASIMF18B7,OFALENGTHTOPENETRATETHROUGHTHEROOFINGMATERULLSAND r zo HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH BOTTOM END.WOOD COLUMNS SHALL NOT BE LESS THAT4'X4',STANDARD PIPE OR - - q ABOVE STAIR TREAD NOSINGS. TWO OR MORE RISERS.HANDRAILS SHALL BE MOUNTED BETWEEN 34 AND 38 INCHES AND STEEL COLUMNS SHALL NOT BE LESS THAN 3'0 EQUAL R602.6-DRILLING NOT LESS THAN 3/4'INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS % NG AND NOTCHING OF STUDS: LESS THAN 3/4'THICK,THE FASTENERS SHALL.PENETRATE THROUGH THE J ANY EXTERIOR OR BEARING STUD MAY NOT BE CUT OR NOTCHED TO A DEPTH SHEATHING. 8408.1-CRAWLSPACE VENTILATION: GREATER THAN 25%OF ITS WIDTH.(NONBEARING STUDS 40%WIDTH Oz my �' Z MAX).ANY STUD F Q 8312.1-S,BALL REQUIRED: THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE MAYBE BE BORED OR DRILLED PROVIDING THE DIAMETER IS NO GREATER THAN 60% 89052.8-ROOF ATTACHMENT: x Z v PORCHES,BALCONIES AND RAISE]FLOOR SURFACES LOCATED MORE THAN 30 EARTH UNDER ANY BUILDING(EXCEPT SPACE OCCUPIED BY A BASEMENT)SHALL OF STUD WIDTH,AND THE EDGE IS NO CLOSER THAN 518'TO THE EDGE OF THE STUD, ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY W Q W fA .d.-. INCHES ABOVE OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36 INCHES HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. AND IS NOT LOCATED IN THE SAME BECTON AS A CUT OR NOTCH.STUDS LOCATED THE MANUFACTURER,BUT NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR HIGH.SUPPORT RAILS FOR GUARDS SHALL BE SPACED ATA MAXIMUM OF 4'APART. THE MIN NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN 1 SQUARE IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED BETWEEN 40%AND 60%SHALL TWO FASTENERS PER INDIVIDUAL SHINGLE.WHERE THE ROOF EXCEEDS A SLOPE OF (=j Q I y i 0 FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR SPACE AREA ONE SUCH BE DOUBLED WITH NOT MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. 21 ON 12,SHINGLES SHALL BE INSTALLED AS REQUIRED BYTHE MANUFACTURER R314-SMOKE ALARMS: VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. HARD WIRED,INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH - _ 8602.6.1-DRILLING AND NOTCHING OF TOP PLATE 81003.9-CHIMNEY TERMINATION:- R408.4-SLEEPING ROOM.OUTSIDE OF EACH SEPARATE SLEEPINGAREAIN THE IMMEDIATE R408.4-CRAWLSPACE ACCESS: WHEN CUTTING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50%OF ITS WIDTH CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTON OFA - VICINITY OF THE BEDROOMS,AND ON EACH ADDITIONAL HABITABLE STORY OF THE ACCESS OPENINGS THROUGH THE FLOOR SHALL BEA MIN OF 18'X 24'.OPENINGS IS REQUIRED PROVIDE A GALVANIZED METAL TIE OF NOT LESS THAN 0.054'THICK X 1 c BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE HIGHEST ad DWELLING PER NFPA 72 THROUGH A PERIMETERWALLSHALL BE A MIN OF 18'X 24'.AW 12'WIDE FASTENED ACROSS AND TO THE TOP PLATE AT EACH SIDE OF THE OP WHEN ANY PORTBUILDING WITHIN 10 FEET, ON OF ENING POINT WHERE THE CHIMNEY PASSES THRU'THE ROOF. U • THE THROUGH WALL ACCESS IS BELOW GRADE,AN AREAWAY OF NOT LESS THAN 16' WITH(8)10d NAILS EACH SIDE MIN.METAL TIE MUST EXTEND MIN OF 6'PAST EACH R315-CARBON MONOXIDE ALARMS: X24'SHALL BE PROVIDED.THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE SIDE OF THE OPENING. Zg CARBON MONOXIDE ALARMS SHALL BE INSTALLED: THRESHOLD OF THE ACCESS OPENING.THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNOERA DOOR TO THE RE R606A-GEN 1.WERAL MASONRY CONSTRUCTION: WITHIN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA EMASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN d 2.ON ANY STORY OF A DWELLING UNIT WHERE FUEL-FlREU APPLIANCES AND 85021.1-SAWN LUMBER: ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE AND WTH THE EQUIPMENT,SOUD-FUEL BURNING APPLIANCES AND EQUIPMENT,FIREPLACES OR SAWN LUMBER SHALL BE IDENTIFIED BY GRADE MARK OF AN ACCREDITED LUMBER PROVISIONS OF TMS 402/ACI 530/ASCE S. `' g6 ATTACHED GARAGES ARE LOCATED.PROVIDE ADDITIONAL ALARMS AS REQUIRED TO GRADING OR INSPECTION AGENCY AND HAVE DESIGN VALUES.CERTIFIED BY AN ENSURE ALL SLEEPING AREAS ARE WITHIN 19 OF A CO DETECTOR ALL ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20.IN LIEU OF A GRADE MARK, R6062.1-CONCRETE MASONRY UNITS: ALARMS SHALL BE INTERCONNECTED TO ACTIVATE ALL ALARMS WHEN ONE IS A CERTIFICATE OF INSPECTION ISSUED BY LUMBER GRADING OR INSPECTION CONCRETE MASONRY UNTIES SHALL CONFORM TO THE FOLLOWING STANDARDS: •• ACTIVATED,AND SHALL BE PROVIDED WITH BATTERY BACK-UP TO COMPLY WITH UL AGENCY MEETING THE REQUIREMENTS OF TMS SECTION SHALL BE ACCEPTED. ASTM C55 FOR CONCRETE BRICK,ASTM C 73 FOR CALCIUM SILICATE FACE BRICK �_ 2034. ASTM C 90 FOR LOAD-BEARING CONCRETE MASONRY UNITS,ASTM C 744 FOR '"` _ yp 8502.12-PREFABRICATED WOOD WOISTS: F 1 =i tr PREFACED CONCRETE AND CALCIUM SILICATE MASONRY LINITIS,OR ASTM C 1834 FOR a. J STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR PREFABRICATED WOOD CONCRETE FACING BRICK PrR EWOISTS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5055. R8023-FRAMING DETAILS: .1 ! . RAPIERS SHALL BE FRAMED NOT MORE THAN 1 12'OFFSET FROM EACH OTHER TO A R502-1.5-STRUCTURAL COMPOSITE LUMBER RIDGE BOARD OR DIRECTLY OPPOSITE FROM EACH OTHER WITH A GUSSET PLATE AS STRUCTURAL CAPACITIES FOR STRUCTURAL COMPOSITE LUMBER SHALL BE 'A TIE RIDGE BOARD SHALL BE NOT LESS THAN V NOMINAL THICKNESS AND NOT CD ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5456. LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT VALLEYS AND HIPS THERE --A pPAWpq pUM Mb SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2'NOMINAL THICKNESS AND NOT '9- - R50222-BLOCKING AND SUBFLOORING: LESS IN DEPTH THAN THE CUT END OF THE RAFTER MP AND VALLEY RAFTERS «}''•"-"-°I'"E''"" _ BLOCKING FOR FASTENING PANEL EDGES OR FIXTURES SHALL BE A MIN OF UTILITY SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A BEARING PARTITION OR BE t GRADE LUMBER SUSFLOORINGSHALL BEAMIN OFUTILITY GRADE LUMBER,NO4 DESIGNED TO CARRY AND DISTRIBUTE THE SPECIFIC LOAD.WHERE THE ROOF PITCH ` COMMON GRADE BOARDS OR WOOD STRUCTURAL PANELS AS SPECIFIED IN SECTION IS LESS THAN 3 ON 12,STRUCTURAL MEMBERS THAT SUPPORT RAFTERS AND CEILING12 R5032.FIREBLOCKING SHALL BE OF ANY GRADE LUMBER JOISTS(RIDGES,HIPS AND VALLEYS)SHALL BE DESIGNED AS BEAMS. TABLE R301.21 CLIMATIC AND GEOGRAPHIC_2020 RESIDENTIAL CODE-DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR ITEM ESCRIPTIONOFBI+ILDINGELEUM NUMBER AND TYPE OF FASTETNR•a^ spanxcaxDLOCATION ROOD F nn. SNOW SPEED OPOGR SPEgAL PoND WIND-BORNE DESIGN FROST UNE DESIGN UNDQtLAYMENT HAZARDS FREEZING ANNUAL - -166 eo.P'/.-i 0AW),m a,,,,,• LOAD (MPH) EFFECTS REGION DEBRIS ZONE CPJTERIA WEATHERING DEPTH TERMITE TEMP REOD MDIX TEMP zi s_umoormioa,m9vder -16d oh nP'/_•6.1621 eOm awBmce.aa 20 PSF G140 MPH NO YES NO B SEVERE 36' 1 MOD-HVY I 17d YES t6pb.(J%`-o-1.3 CL E NO 678 521 zs rd>^w(d.saeo,m-n�raracn - - 0' is each 6eaMy:tio.nw }, g 1 -16ammmmtn'i;•a1sz7 v ao - l6d nommen pv,•,o./6z7 r A. TABLE R602.3(1)FASTENINGSCHEDULE m E 7o hmt'p•ao.12H7 or 26 BenA mrhnjmst to jdsl ;'a131•nmli:ot Endr t vnu: .uet� w m DES[Ri,IION OF BUNINNG EIEYENTS_ �G STST6A'LI'EDA.4a SPAGNGAIIDLOCATION &r-14 ga.s"es.7118 nJnv+n ` Q Z TABLE R301e7 ALL.ABLE DEFLECTION d`°"�"('`0" e'o'n°'`°°"" " ¢ Q 3 B saa•a - - / xting6elrvxn wTm9idsm nra9om to mP Plm a°"®�p'y.0.,],-t ar taa hmc(J•,g.udkmras.I-nw aztop ana mdom Q m N g"�'m" 10db¢p'eat�-Ca T. 27 yp96d11s and bsems,2tah mmtiJr �0.131'dala slag9aedmoDW lesdes � tem@ - °"°�,';;;,.1�,,a„�„,at.a.a a•--7- ..e�-m cura_amu�aaa�t _,,.,-�. .,mPo.•a�elm�m.,ea STRUCTURAL.., °-_ 1,1E-M-B"E-R,- A-L_LlOJW36A0BLE dJ5 u_:°s90�as%.��,'s�etb�c3mt.apbs°nze,'.,i.Ri2fi°mzewL3�mi:,pang Pdl iTear N. 4,1u mfio•8;a•b(Edio1a0.aa8.3u;1aQrzp+„5,•-;.nttin,w1anPy9a0.jae"+';2v6o7;a.xu;°m.a,o -6sr«xa eFaew_nm OF Ba3,i0oOdadcwhboamxim�r p^pn•onn•a�lo0i...-t1 2•2°Bne•':k,sm.DEFLECTION zxu apa:n.w;e,n.m oema;aa�w°°mummPmpn,ioeeeroadan1a��•° a _VFye`o-n-•, x00.0+ F3 yz82 ' jassmloPps Rafters ha angneloP s than 3:92wtJ80 m�finifieldel7gnotattc,adtniaRr5 ze .dsoiPspn6gjn9amaeajmmhdmp_ P, aInteiiorialfs:andpartitions -H/,180 =19) Ymm240d •0.126Each .E Floiis U360 R62 C`ilSCREM N1ND SAONGOFFASTElER5 mti'btefinishes[ncludinpaster UILD NGELEhENTS' 7VPEOFFASTE7R awmr.••zaE� �n;)°andn$InvO)- O" F�naa 4.nn r>n.r .O -" - C_elfin s'wlftffleiableTinisties mcfudin' sum 'ea1ms othefstru_ct'ural'm_._...,,(......,8,9YP_ U2(0 ladhama9pl,•a0. bdard - 6 mtoblmm9r play, mmm�lP-:0,11n aua•s' ,�°awa't�ama�am,tootw For tL!incl 9.4'inm;lfooi=304.8 6k .°„ +oamxp-•A;+1BEar °A"66•ddea!einrJrtein embers 240. � woods umal PML%'.Ib oo nna� urwaN�eatltina ham7n9 atN_aoboardr Meed m9mham g oadsa:v+ith.^tastel or �. mr www r=.o a37maL moa aa°Y m ExtenorlNal;h` lrindd ." , stucco,finlsfl -- T, FIGURE 8602.3(1}TYPICAL.WALL,FLOOR AND ROOF'FRAMING - P :ioa`ePT".IY'nom _ .. „ , s-q... :. rn0aamdog.'yorN raDere vend x `i0d67t.i 3r'r'-1' 14 esmmh lf2i+0.171'1 a116 . T IaR 4r Efdenor, lis 7*id loads wrath b1herbrftle ? m.nnmz d9na;m luammma HI240 fif115he5 - ed R'/'i=a,3,j deram'earLw" +ea13�y Emma - Extenorwalid".-A Ind,fosds°'6+nth.fle3dblefinisfies' `H1120¢" a,zex 'n"arrttista""a•P. 'uEwstFsaLat _ - - _ - - 3T 0•S.1JIt-w,s:'�O' 4;nGunmiteeuwdsrcsheibb-ve- t'h'.9aM-m"i,'¢od mot:)t_t.ate hese 7 '6 9ac�anoaae. ...:.::........... . *� sJcnammAt / ^� Liiifels:'su rfin mason' verieeridalls`e` heau�9 6ameieoo7,.aam4m3;Ts9ar,ag' Lu ppo g ry 11600: s-svuoamenvdo n- J pie9w�eamn5�1:,Qh^aa V Z "boaid sheatloa9 or1•nJmmsmpra 169a.1 ;.35 Q'-Ian9: 6, tsa nmmmmt / 1�/ xroemne waw ' Tvreswmsna au �, i r{ aroaf r, ...._..-..• aaa7s e-shdmmd(!oixtrod.ao wml.t 104 bo.rr.�Paa1• - APa1w MMUNI,°2,2(R40ZL2)MUL UONANDFENES° MONREGUUIENMtM WMPONENT 1 16.4"a bplu6 1%•lan¢1/'avems,Typa YV arS 7 7 W . am"0xrr11�1Yt) wss swar auwL 9 matua mda4d1m9 shat-s1WmAtin6a't.cmn4m 16=0.LTrj'ryn�'1 i2'a.cfenm3 a�w Woad Jlrucmal neb.'cSrohloatmoeuh0oor Oradea mmfrmN �. 36'ss'9ypsUm sli..• m -oB' ,G1a® nnoa ssJ� Id t9aeedtil0 penem) - 627 ifi•ae.hu oal ">7�'amlosa fidderomnalZ'r 0,W] ' mIa rtrcrme ruacrca M�9wL 1v+L - 166 commm P'h:'4'627 1C o.e esL mrtxe ao0 aw,o2 aware 164 cnasnoaP'h'?'o.' L°ommon'Q'h'!a1317R3 6 12 �^ -" - 1 rw ars n ° a o 70 BudiuplroaAera'to4'haderYik'/f ssacetJ 161 /;.p-13.. 12oe:osrli 3g•,a-1: 'm!Q'h•v0.1]17natm v J W a as ora u n a o d p' S1 ee9e'mce� Lu 6 12 W bo>t 'i�.a}+Tsar ed Bei medri'h-rd.122n.0 on meas ten ,� ,oJl' m_a ,do ii heidxin Jnw m Ct4a`,D.iii•ka T rah 39 P/f_1+�' 0d mmmoq l7•,4368�)rmkm 6 Y2 �/ N BROpriwl °O°'� , p]1a59 gt D.4 M' JJr aM' 10.3E tN9 Toe heti--.•0'12,81 Bddofamced 5ra120]oa3 L� z tsa eo.mma p'14-a 4162! ,cacmee ten Q t ' Damtoam o, oa ' os ren u ma ,910 ,. -tyre m.a wD a'elata' 4 19 sv n.t 11119 /2 nFOI PWt° r.._13,,= or 'Y2'a.c 6ca l = ._ :' tree aL 455 M t9 •srnat 1911 9 19n 'd.Jn - a u...dw.p'Aa-�0.=6 61 UNLESONOTED OTHERPAsFORULATIONA NN4.ESINAT°N GOh�ONENi56HnI1MEET Ne mP penes° M60Ca A-0�w8h 9emrootirzad 7Z-166 Nn{PSK!'a135):.ar _ - _ -_ _ ' �Eo ...... THE PRESCRIP111/E VALUES FORQIMAIEZONE4. .Wro., T - ABLE'R802.11''.RAFTER-OR JRI�SS,U?LIFT CONNECTION FORCES Bna,Pian9 626F_0.6.6"`dond,om W 12.1 hoxp'>._O.t26,Jm 2T 1>P NLno shied > W 121 111 - ------ etppPlAe sp6u sDea 0..Dt,aO,:mm aacia - - o�ei0lo:a) ,I. - .. _ m9mvea 12i6d,p'S••g1357 J .. ayo.mm ,. ... ... -... - �',"„ .., ;UlililTate:0.ei_ig�n.Wind'9E{leedlVuirGDPh)' �� Aeotnaearaa�.rvmw •�� DISTRI�UTED,LNE°,LOADS R:TRusssFAh Ito• -115 '120, .'.130 140' TABLE�R30'. - Q� 13.MINIMUM`UNIF,ORMLY'i` - _ ITEM DESCRIPTION OF BUILDING F1QdENTS NU1JBt3f ANDTTPE OF FASTENER+4 SPACING AND LooLnox :SPACING 6i'g' -ROOF Pitch ROof Piwh'�RoofPhal RoofP.itch Roof Pitcti "d cdmmbn(3'li x0.i6z] `,6'oi.tics tls➢ 85:12>5:1 45: >5:1 <°5:1 >5:1 65:1 45:1 65:1 >_5:1 W LIVE-LOAD aouan plata tojasL+lmjoisL DaliaJoiat or 7� - 2' ' .10 14 Nxlong(not at haradsrallganelst :U.54t'tu11s0.135'd''«"' i2 ae.tai;e iiel "'.12 48' ;x. '39. ,53�°'70- 564- .'•95.' ''738: 122 -113' T � Unmhabitable:athes:vnthotil sfoiageb y s taaaAs"'�p1FOat�9°Ea:°i�,ka..�3 b: -°. - }t6d bmi(314. 0.13Tj;dr 3eadlgCa-a'kcanT 48 59 ,52. 'Z4' %66. 189' '81`� 122E X112 :15/-. ;146: .me wa o,P a aw.a a�a a Aro UninhabitAICat&c r.-il"tli'limdeil;storage ff` 20 75 Boftanpp(glojoist,dmjoist baMjoislo 24 7 : 1 T" T „a""E"n„�g'•e �'"or"w�nooa.00niOna�..-. „. .._, _ _ __ Nakn9(at brdc'ed,:.an" -16depiidndti C7'1;L'.o.i62yor 28461,6•ocface:maT _ -T "'62`. "89.'79- :;106' A8, -'.149' 43Z, 192 178: m°raca.9atm'.aatatw6aoslnosa'wn ..- °aomtmJ.�aa1.,1.tJ•ra,aPtt.re.. Habitable:aHtes and:attics�served'idnth'fi1Led:siaNs. 30 '"°"' '3=:o.i3i•na0a - bearli'i8'oa"facatda - 28' 79' .69, -99. ''=88'- ,121 ",109 167 153 216, 2001 s�nnvasa6era,wt®-m .aeoi9ufirnmaraallrerma _ ._ _ _ 12''0:5: Balconies"�aiitenor):andi)eckse: 40 dnox(2y, o-tt3xn, 92 66" ;75' :109 i9A '1134 420 185 170 20 3222' ,18d tiox(3rhFo.1357:,dr 36 94.. .•82 +120 +'106 .146 132 203 1186 266' 244 Fa sei dd=251 ma?da=3ae m Fre:escap8s„ 40 sac g, i3 7 ena7 _; 1 'f- D 42 "106', 2 :135 :120 :166 1149- 230 211, 300 276- 4porbOtlain p(xidtd itud �3':8.1 'iw7Q.'4'287;Orta _2L ') GDards:and'handralls,_ "" 200n. toado; - - - t8 d' 48�. 118`;1107 161' !134 85 X166 258 236 336 311. ,FIGURE R602,3(2)FRNMING DETAILS Guardiri-fill companerR3f' - 30h -16dpmr(3Vor 12 64 57,' 'L "7D° =93: 1:85' 126 117 162, 150' .. f3'h,a0162]:,m 18, .78 69,: 98 ';88" '118 -108 •162 ;149 209 194 } c'O Passenge'veFii 'e' ara9es-' r50. En W m 3-1. 24.24-`94::�82' :118 :105 444'130 .198 182 255' z3rN Rooms°6Uie�:th 3n"sleepiri-Teems 40 3 6:137 a 9 N _ - :, o. 2S Y05 9z :132 '1n A61 �W 222 203 287, 265 w Slee in ioo`rils (3•,..728•x. i. . 0 ii u ptalaa.laPs ai cmndta and uitors e6m; i6d common i aat 32 114 -100,'.i46" 129'"A78 :Aso 246' 226 319; 295 P.. l3'i- 62]:m Face mL Q 71 - + ` -1 325 Id, ° - - is i•o-'b eac'In swa eoa' 'tA6i:6n""P h'.'sU.131x ur 48 X157 136:201 X178- 246 221 363 314 441 36 125 '109' 160 141 194. 176 270 247 351; "box(a'^-:at13'j;or 42 `141 122: 180' 160 221 198 306 =281 399 °370' CL o 1, "hgim,cas 1 Laew,L f'�.Ptra.9,®� Ma a R' Fara 1a 314 --- ca 5 i LlJ II -tad hmt(3':0.,72By,;or" 12- 96"',86 '.118 '106 X140 _'� 190, :'176 244 226 oil w I" OB VA%Fp Sep a 144`" co, O I.J.• Z , 9$ TABLE R802S_1(9)RAFTERICEILING,401ST HEELJOINT CONNEC71ONS .- 18 118 104 "148 .132 178 162' "244' 214 314° 292 09 m Z IE59 TH.w0.1,13]:or O F- _ 4oaxolmuL gd: .. "24- :142:;tl24.:•1711 "75B ;216 _-196: 298' 274 '384 356' _ 67 ` Joi4f= y!y DAE'tstdrl GRouND SNOWLaAII 19 vi,Vsffd;Nig'toaacbbewing' ...!:°1"-RiOn Q'(s;?!,6.131');or 2B '756 `1 O ly,l (ii bmi " ; 24'o:e. 36:'498 :476- 242 2187 334 306 '432 "400 w> � LLI a ..- ••a11FiE11 209 7050 "7a - (J• 9.128];or SLOPE SPACING _Roof-.0-4 .sladar,l•aown`16 ga,.1/i h! 32''172''450--218 `494" 268 240, 370: '340 480' 444' _ p _ Undo 4 12 20 a 36 u 20 m 36 12 m 28 36ltt m 28 36 boxf?'fi xott3];dr 36 1B8 '161•=240 212; 292' 264 406 372''528 488 U 0 6 Opo 0 vedtiambdiofl6dtxanmoA oolm*oyerheolfoffifipOcdf.aw --d tPlnmwY12s0:1317;or -•42 212 "184 ,270 240";332 '298 460 422" 600: 556' 12: 4 1 41 § 8-°71 5 .Q 12 75 6 it.t5 70 106 ora" •'�, 112 ,¢ 5' H 1G . 5 8 11,1; 6 1� 15 26, B fi 7fl?e ..h. - IapJe9.t ora" - :s ,2L•lon 48 236_ 204.302 ,266 370 332 .516 472 672 fizz m -'1 1 '° tp .,56, °7 17'15 19 r`11 16 21 9 16 23 30 12 21 36 39 ` 12 7 5 6 6 J 5 6 18'6 6 9 11 5 & 12 15 8'pAd'vAd¢i sli¢zlhmg ivaieh wamt, idet thar!-1's,8; Face IIsi "- - , cd ( 1 - at2 16: 4 6 6:i0 c 6 8 17 5 9 12 15 6 11'15 24 12 YS S B.12 i6 7 Li 77 22 i 16 21 29 - commort(2'J2'�c0Y3t'},w. V 4" 6- 6 3 -d 5 Y12 16; 3 5 s 8 3 5 7'.9 d 16 9 12 5 9 12 i6 -siapiaa,.t'emwn,i8ga;t l4 long TABLE 86628(SJS HOGHT.Atn)SPACIN60F1ry00D,SNDSa 4 X0 7-AOR$ 3�: l i" 9`12 d, T UI i3 6 70 1d'19 T.13 i6 23 � 12' 3 4 4 5 3 3 6" 5 3 4, 5 7 3 5' F Tit t6 31 5 1 3 1 5 .8 3 5 7 9 6 6 9 1t �NaAGSPatrc N°N6FANUiGxutc 26" 3' 5 7 9 3 5 7 .9 4,7,10,n,5 1 9 13 IT wum Maa+mmt s�miwl 1 12: 3" 3 4 4 3- 7 3 1 3 3 6 5 3 d, 5 7 Floor Smo �rn2,9 -v1VnP0 a'W°'� �a Tatar°0/ ' .t 5 7 3 '5 T 4 D 113], ma IDn - - jlauma0 - d 2d' J d 6 T 3 1 6 T 3 B 8 10 d 7 10 17 - - - 'twaembbbbae;e'4�pWarhj �,N' 1 `d6G - -dk?1aR'x!'..= 'ar mlgM•"a.emlmMe sena ,end mq fib. 7 l 7. 3 7 3 3 3 3 1 3 4' 7 1.3.4 5 21 oi9ltP sig,top plate orgirde[ Adm'!'?"trh`=:4>31_'1:'or d.. 'Po!4.' 'aaamnM't^7 •(?•M 5 CfZ 1272 16` 7. 7 t, d 3 3 3 4 3 3. 8 5' 3 4 5 7 '- }1Pd bar(!',:0:128'},or TUE°� ® ® ® TL' ¢S 1151 ] 3 4' S ]- 3 4 6 7 6 E 8' 3 6 8 10 �•6.137'na`ils T LL eabar'R'K',ott3T a'as,men l C=SI 1°15 Fm5k 1mN.25.4 nva,emU,-301:8 rmalp000A px sp°n foot50.fU191Ra. n iaist baMjois[or Noelong td 8ll or[aP 9deommun R+f'.Q_131y,ar x.r _ _ _ _ m tfi ' a.dOB taTlW,q aha0bpnnaummfie•abatamed(m l6d nommen lc plate(mOrapp6Palions aL o) - ; 2.3 m 2a='- i6•a® - _ __ ____.__1J.,_�, =1 {1V 9bs.. 3N10L RmYTOP- 3�'Y"0�.131•nSIQ126'):Y 6•aL t0a MT1 ]•J t0 1 Y _ - s _'OJT N ZJ 1 tx2J. r✓ e4y1a (r'� = b�'� A•A 90710MOf Jd5, OIKTMLOBTN 38d 6o% s 0.17 ms .- - -. [21f273];.Pr Z.61 16 I subfi.r or legs to eachjew -ea'o"o Rl/2:!.0.131 m Face wl I t z3 t•,r }ioagmc 7° �.f "Foi SI:'17nch=25;4 min. stzplei',Y•wvm;168a.12/:len tlpLSil' 1ttrrSSptttp££ (FF DRAWM NUMBER: FIGURE 8562.8 CUTTING,NOTCHING AND DRILLING FABLE R301.2. .3,1NIND SPEED CONV_ERSIONSa v A '/'l� V`ir 110115120130140 15016011 70188 190 0.01. - T=-=z 1JV;,,85 89 93 10110811612413213914 155 TABLE 3.2A 5!8'ANCHOR BOLTS-SILL PLATE TO FOUNDATION CONNECTIONS Lj RESISTING SHEAR LOADS FROM WIND-EXPOSURE C(WFCM 2015) a E (PRESCRIPTIVE ALTERNATIVE TO TABLE 32) m E .f t, THREE SECOND GUST WIND SPEED(mph) 110 1 120 130 1 140 1 150 cL.l Q +r wA+l +r wAx. 518'ANCHOR BOLTS ¢ ¢Z FOUNDATION BUILDING DIMENSION NAILING AND STRAPPING SUPPORTING PERPENDICULAR RENDIICULLARTO �QUERED BOLTSSHEAWALL LINE a me u q (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) ;;',�; :'. r' W m 4 !r Sr 12 2 2 3 3 3 C u Z E N 16 2 3 3 4 4 m C 8— NOTE: 20 3 3 4 4 5 •= r 1771 ALL STRAPPING TO BE 1 1/4"X20 GAUGE STEEL OR RIDGE 24 3 4 5 5 6 tic .,i4 �$c 'SIMPSON' EQUIVALENT- CS20 (COILED STRAP) BOARD 28 4 5 6 6 7 ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. SPECIFICATIONS 3z a 5 6 7 6 ( ) ROOF FLOOR 01 36 5 6 7 B 9 3 RAFTER 40 6 6 7 B 9 50 7 S B 10 12 AT RAFTER TO RIDGE CONNECTION r�-------- 1�OR OiXT 0 2r O.C.O.C.ySM 1/t 60 8 1 11 12 14 FOR RIDGE STRAP- (3)80 COMMON AT EACH END OF STRAP i COLLAR TIE ale,waw ear 0 7r ae FOR t slap s/e• 70 9 11 12 14 16 FOR ALT.'COLLAR TIE- (3)100 COMMON NAILS AT EACH END L.. ANOWN BOLT•3a•Oz Fw 2 Sm 80 10 12 14 1 16 18 t/r ANaa BOLT 0 I D.C.FFIRMOR 3,d STORY w 20 4 5 6 6 7 s3/r e�OLr• =ETA ab Stwr w 28 6 7 8 9 10 24 6 6 7 8 9 I v/A IBOL P=t1 32 6 7 9 10 11 �A cissr Etaanlmlr Nro aAwaETE r/r swA 36 7 8 10 11 13 FWD°0 Hm sL�+P ROOFAND 2 ROOF ANaw NGBn HERO H ARE TO BE WED FOR w R OO A 40 8 8 11 12 14 AT RAFTER TO TOP PLATE TO STUD CONNECTION RAFTER ar Has Gass,sHwnuLs 50 10 11 13 15 17 60 11 13 16 18 21 Lu FOR STRAP- (3)6D COMMON NAILS AT EACH END OF STRAP tat ro tr NAL maw w mama 80 15 18 21 24 27 v 2 3)t-ANaw ear s TO ro BE LOGTm t¢HVEtTH Lf 70 13 16 18 21 24 >- FOR MTS12- (7)TOO COMMON NAILS AT EACH END OF STRAP 28 7 9 10 11 13 z BY"SIMPSON' CEILING ANCHOR BOLT SPEORCATION RAW WFCM 3.1.3.11 32 8 10 11 13 15 JOIST 'W' e/s�aGH7/12 W/c 36 9 11 13 15 7 W OC AlL Haw amrs ABATER SHAH TA2 SHALL 40 10 12 14 6 18 HBalsa:AS aRRa 1108 31A S1OWG 002014 ROOF AND 3in 60 13 15 17 20 23 FLOORS 60 15 18 21 24 27 I^ Z 70 17 21 24 28 32 O LLLI 80 20 .1 27 32 36 LuN Z w •ANCHORAGE REGURED TO RESTSTLATERALLa10.9SILLLLUE OEfERW17HI wTiE F"INGATION DESIGN PER 6ECf1ON 1.1.1. 1i 1 PRESCRIPNVEUNIISARE91LSE00NASSUL@NOUSWTABLE32 O 1 T 2 ANCHOR BOLTS SHALL BE UNBORNLY OISMBUTEO ALONG THE LENGTH OFTHESHEARWALLIwE.ANOM NO CASESHA LTHE AT STUD TO FLOOR ASSEMBLY GIFT ANCHORBOSPACM ® GEXCSFlfTONCENTER.POROntERANCWRBOLTUWrATIMSEESECTlOH3217. F- W L.T TO STUD CONNECTION D c J (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) 'SIMPSON' a SURATEsaREAssUNEOTOeETtTFJIREI]sounmBIRNE W W --4J FOR STRAP- (9)10D COMMON NAZIS MTS 16 USE 10✓•wY 6Lu AT EACH END OF STRAP SHOE PL TSIDE ala NALB IM -"1 - A UBFLR. E OF TRUSS Q Q � S / FOR ALTERNATE- (14)100 COMMON NAILS V Q STRAP CONRG. FOR EACH STRAP RIM JOIST FLOOR c (TWO STRAPS TOTAL) JOIST SM-MN LSM OR END I-1/s M GA GUY. V W CT-1 TOP PL S RAPFNG UK tr •�•� CD FOR SECOND RR- SHEATHING TO OVERLAP a dNA.SATMRFA (1 N 2 ADDITIONS FIRST&SECOND FLOOR& DIad FSIRA P) STUDS BY MIN.12' . TWO Ib NALS m TADS 0110 RATE N10 SNO STUD TO SND CONNECTION _ SUPSCH STRONG-TE CS20 HURRICANE SOPSVN SIRwf IlE H7!OR 1-1/1•x M GA STRAP 'SBP90N•Id15 -ted OIOION SHOE PL FOR IFNCN '�PSQr RAW 2-tea CGIWON W N AT STUD TO FLOOR ASSEMBLY �B FOR RAILLENGTH dd TO SILL PLATE CONNECTION RIM MST FLOOR B.OGm1G o II ff snm �N FOR STRAP- (9)100 COMMON NAILS JOIST EmWALL IL zo �'• AT EACH END OF STRAP 'SIMPSON' LTP4 SILL PL -. TYP RIDGE STRAPPING DETAIL II LJ.1 FOR ALTERNATE- Saw"SMG-ME _ ca F STRAP CWNFIG. (12))W COMMON NAGS '* Lm�Dm anGyaz v7 II a_ m F•' LTP4 (12)BD COMMON NAGS 1; IS H`H(J)ea LxnntR NAds IDOLTES Han HOT xnsJ . AT FAOI Bl0 tF SmM '91PS2H'TW5 sTsi EPDXY ANCHR IW1 7 II U H � Do TTP I =>• w a 5i �HOLDO�CONNEC�ON U C3 �C3 p 1100D soca AT 1e•ON LINER �HOLDO�CONNEC�ON AT FIRST FLOOR FDN N.4J�'4_ _ SECOND FLOOR ATTACHMENT WIRWMFRF95DNfS WR OUNDSP e! SIM LSM 1 r x 20 GAUGE MAL V NOARRim WRC:,YAXs515P01A019PFA (�1m tx10Ha NALs w EACH ENO STRAP TIE AT EACH SND OO*E=CN OF SOUP Im NSTA M IN STRAP NAL AT STUD TO FLOOR ASSEMBLY 'SIMPSON' 'SIMPS W.mw PER IHANOF(NO NAILS N Q TO SILL PLATE CONNECTION SP3 SP4 CLEW SPAR AT R01 JC6 (SLAB ON GRADE AND/OR GARAGE WALL APPUCATIONS) 2xlwmPLATE d FOR SP4 STRAP- (6)TOO COMMON NAILS b 0610 2X1 fGl1 AT EACH SIDE OF SND <;�:;1' '•:•. FSTAOm SUBFL00R CO6f SIM FOR d - _ _ Taff CHOLY d FOR ALTERNATE- 8 10D TO SND& �•' *.." .•± SOPSON Lam 1(•x M CAGE WAL SP3 STRAP CONRG. (6)10D TO PLATE FLOOR mUow- smAP I¢AT EACH s1u0 F • ,•. 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Yi �� 1 y b �., '2 �'♦r �\� .3\ .. s.,. 1t 4o a^ 4 ° � c a^ 2 A(.) 12 , "2 O Porro F M1 T, !nkEr ,6 ;. ,✓ •- z e �. souTNao TV c ,n�,., .a,°»;�'ar,« „•,,.:•,...,w.,�.�,. ---- .«... COUNTY OF SUFFOLK ,. .-.... noTice secrioNNO � s rood -- A Ag—y wure+w.E xreanaa su¢ E .c,aie�miNffwwxnrt a 4ounrayo OSS N D " _—.—_ ' __'"'—— "• —__— ^w. f21) .. .r wma..+vnurrelrf»aaol p OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631765-1938 Southold, NY 11971 P LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: February 9, 2023 Re: LWRP Coastal Consistency Review for of LAWRENCE& IRENE SCAVELLI SCTM# 1000-35-5-27 McCarthy Management, Inc. on behalf of LAWRENCE & IRENE SCAVELLI requests a Wetland Permit for the existing 2,250sq.ft. dwelling with attached garage; construct a second-story cantilevered addition onto dwelling; construct a 30sq.ft. covered un-enclosed front porch with foundation; install two (2) new footings below an existing 353sq.ft. seaward side deck and re-deck with new synthetic decking; construct a 350sq.ft. first floor deck roof over existing seaward side deck; construct a 40sq.ft. second story balcony; removal of a 201sq.ft. seaward side deck and install steps from sunroom to grade; abandon existing septic system and install a new S.C.H.D. approved I/A Nitrogen Reducing Septic System landward of dwelling. Located: 1010 Maple Lane, Greenport. SCTM# 1000-35-5-27 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is CONSISTENT with LWRP Policies and with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney t,,vlfF914.4©� John G. Stein,Chairperson � Town Hall,53095 Main Rd. Lauren Standish,Secretary , P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held on Wed., February 8, 2023 the following recommendation was made: Moved by Carol Brown, seconded by John Chandler, it was RESOLVED to NOT SUPPORT the application of LAWRENCE & IRENE SCAVELLI to construct a new basement, first floor alterations and second floor dormer. Located: 1010 Maple Lane, Greenport. SCTM#35-5-27 Inspected by: John Stein, Carol Brown, Inga Van Eysden The CAC does Not Support the application due to the lot coverage exceeding 20%. The CAC requests additional information with regards to the depth of the new basement and the proximity to the groundwater. Vote of Council: Ayes: All Motion Carried ✓ t McCarthy Management Inc 46520 Route 48 Southold, NY 11971 In Re: Scavelli 1010 Maple Lane Greenport, NY 11944 January 5; 2023 Project Description To renovate first floor interior and exterior and build a second story addition on an existing single story single family dwelling, with a 2250 sq ft foot print. Including a 30 sq ft covered un enclosed front porch with foundation. Install 2 new footings below an existing 353 sq ft (trustees waiver) CO'd rear deck,and redeck with new synthetic decking, Install a first floor deck roof of 353 sq ft and 40 sq ft second story balcony. Removal of a 201 sq ft deck, installation of steps from sunroom to grade, abandonment of existing septic system and installation of new SCHD approved IA Nitrogen Reducing Septic system landward of existing system ( R-22-1413 Michael Mapes, PE dated 8-23-22), located beyond 100 feet from wetland line, as per plans submitted pages A-1 to A-14 last dated 1-5-2023 by Gaby Tchilinguirian, R.A., Architect. Thank You, rz � JAN '2 f'12rj �. fp Thoma J. McCarthy President , u r +, Glenn Goldsmith,President ha , , vv „r Town Hall Annex A.Nicholas Kru ski,Vice President ��'1 54375 Route 2b p '• ,` P.O.Box 1179 Southold,New York 11971 John M.Bredemeyer III Michael J.Domino? s' Telephone(631)765-1892 ��- Fax 631 765-6641 Greg Williams :�. -� ( ) , BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only , Coastal Erosion Permit Application k Wetland Permit Application _....: -Administrative Permit Amendment/Transfer/Extension JAN 6 20'23 1C1C'L-Received Application: _.Received Fee: $ ?-SjlrBO - -- - ._ _._ 0"',—Com Completed Application: _TT-23 PLLoan- g�: Board of Trustees Application GENERAL DATA 13,246.25 SF ;. Land Area(in square feet) Area Zoning: R-40 Previous use ofproperty:: Residential Intended use of property:. Residential . Covenants and Restrictions on property? Yes - "__ --No '• If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? __ X. Yes - No: If"Yes",be advised this application will be reviewed by the Building Dept:prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? " Yes No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? X Yes No' Does the structure(s)on property have a valid Certificate of Occupancy? x Yes No J Prior permits/approvals for site improvements: t j Agency Date Trustee's-6416 7/19/2006 f Building Department-Z-23707 6/14/1995 Trustee's-1688C 2/26/2020 Building Department-Z-23706 6/14/1995 Trustee's-2166 7/31/1986 -Building Department-Z-12428 4/23/1984 No prior permits/approvals for site improvements. Has any permittapproval ever been revoked or suspended by a governmental agency? . X No .Yes If yes,provide explanation: - .- Project Description(use attachments if necessary); New basement,first floor alterations&second floor dormer as per plans See Addendum McCarthy Management Inc 46520 Route 48 Southold, NY 11971 In Re: Scavelli 1010 Maple Lane Greenport, NY 11944 9 E C_ _ - January 5, 2023 FID !� D LJIA 23 D Project Description 8Qar,01 bras To build a second story addition on an existing story single family dwelling, with a 2250 sq ft foot print, including a 30 sq ft covered un enclosed front porch. Install 2 new footings below and existing permitted rear deck to carry a first floor porch roof and second story balcony. Removal of a 201 sq ft deck, installation of steps from sunroom, abandonment of existing septic system and installation of new IA Nitrogen Reducing septic system landward of existing system. located beyond 100 feet from wetland line, Thank You, Thomas J. McCarthy President Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Area of wetlands on lot:----- _.square feet Percent coverage of lot: 231/2--- oda Closest distance between nearest existing structure and upland edge of wetlands:- 42.9_ _.feet 42.9. Closest distance between nearest proposed structure and upland edge of wetlands: feet Does the project involve excavation or filling? _ No " - Yes If yes,how much material will be excavated?: cubic yards How much material will be filled?. _ __ cubic yards Depth of which material will be removed or deposited: feet _ f Proposed slope throughout the area of operations:_ t Manner in which material will be removed or deposited: Statement of the effect,if any,on the wetlands and tidal waters of the town that may result by reason of such proposed operations(use attachments if appropriate): do n 617.20 - Appendix B = Short Environmental Assessment Form Instrurt ons for=Cam»le------------- t nQ. Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1.'Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification.- Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. -Part I-Troject and-Sponsor Information k Name of Action or Project: Scavelli Alteration Project Location(describe,and attach a location map): 1010 Maple Lane,Greenport,NY 11944 BriefDes6iipt16i ofProposed-Action: New basement,first floor alterations&second floor dormer as per plans Name of Applicant or Sponsor: Telephoner 631-765-5815 McCarthy Management, Inc. I E-Mail: tmccarty.tmccarthy@gmail.com Address:- 46520 County Road 48 City/PO: State: Zip Code: Southold NY 11971 T.Does the propose aconlyinvolve the legislative adoption of a plan,local law,ordinance, administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that xx may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit;approval or funding from any other governmental Agency? -NO . 1 YES If Yes,list agency(s)name and permit or approval: Town of Southold Building Department,Town Trustee's, — Town Zoning Board of Appeal,Suffolk County Health Department,NYS DEC ; l ; x 3.a.Total acreage of the site of the proposed action?_ .3U4_ acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned- or controlled by the applicant or project sponsor? __ .304—acres 4:'-Check all lana uses tfiat-occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ElResidential(suburban) ❑Forest ❑Agriculture ❑Aquatic E]Other(specify): ❑Parkland Page 1 of 4 S. 'is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? _=V M, o 'M 0 b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES. landscape? ❑ 7. Is the site of theprop osed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify?,., 8. a-.Willthep-r-opos-ed action result in asubstantial increase in traffic-above present levels? NO, YES -X b.Are public transportation service(s)available at or near the site of the proposed action? E c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or-exceed the state energy code requirements? -NO YES Ifile proposed action will exceed requirements,describe design features and technologies: (q-h 10. Will the proposed action connect to an existing public/private water supply? .-NO, YES-' If No,describe method for providing potable water: _frWill the-p-roposed action-cofinectt6_eki§ting wastewater utilities? NO 'YES If No,describe method for providing wastewater treatment: New IA system 10 1 - �2i._Uothesitedo—ntain-i _es fe -structure that-is-listed on" -6—ith-e-r-the State WrWa1ni�16Register of HistoricNo - YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain ._NO__' wetlands or other waterbodies regulated by a federal,state or local agency? J M. b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Ul 0' 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply-v El Shoreline OForest El Agricultural/grasslands El Early mid-successional B Wetland El Urban M Suburban 15-.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? x 16.Is the project site locat6d'in the 100year flood pldinff M YES x 17.-Will the Vroo-o"e -a-c-tiari-er-ea-fi-§form water discharge,either from point or non--point_sources? '.'NO YES If Yes, ­� M, a.Will storm water discharges flow to adjacent properties? [E NO E]YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: Drywells []NO DYES Page 2 of 4 l 8.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: - - 19.Has the site of the proposed action or an adjoining property been the location of an active or closed YES_ . solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining piati -property been the subject of remedon(ongoing or NO YES completed)for hazardous waste? If Yes,describe: Q• I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY* KNOWLEDGE L(r� {y��„-C hCG Applicant/sponsor nam . __ _ =_c�- C��. i __ `2C`GS Date: Signature:.: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the,following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" -- --- - _ - - - - - - - - .No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? Q: 2. Will the proposed action result in a change in the use or intensity of use of land? LJ _.. — 3. Will the proposed action impair the character or quality of the existing community? D .0 4. Will the proposed action have an impact on the environmental characteristics that caused the n �( establishment of a Critical Environmental Area(CEA)? 'Q! 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate - reasonably available energy conservation or renewable energy opportunities? . 7. Will the proposed action impact existing: a.public/private water supplies? EJ.:_- J b.public/private wastewater treatment utilities? ',a? 8. Will the proposed action impair the character or quality of important historic,archaeological, _ _architectural-or aesthetic_resources? __- - _ _-_.- _. _.- _0_ E 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, wj`-j aterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 t No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. l f Check this box if you have defermiried,based on the information and analysis above,and any supporting documenfation, u that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Tow_n_of Southold-Board of Trustees Name of Lead Agency- — - g-ncy- --- -- Date --- - —-- President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 . Board of Trustees Application RL AUTHORIZATION (Where the applicant is not the owner) I/We, Lawrence&Irene Scavelli owners of the property identified as SCTM# 1000- 35-5-27 in the town of Greenport McCarthy Management, Inc. ;New York, hereby authorizes_ _ _ _ _ to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property:; P operty Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS DAY OF U 291- THOMAS 0 ._THOMAS J.McCAFrr"y -- Notary NOfaN Public,State of New yor t Pu is Suffolk County-No.5004790 '®tttmisslon Expires November 23 20 Board of Trustees •Applic�'_„ )n AFFIDAVIT v Lawrence&Irene Scavelli __BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)'AND'THAT ALL STATEMENTS CONTAINED"HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO JNSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT.' Y - - - - _ ^Signature of Propertyowner Signature of Property Owner SWORN TO BEFORE ME THIS- _ `C DAY OF U __- __ 24 THOMAS J.MCCARTHY Notary public,State of New York Suffolk County•No.5004790 No Pu tc Comrtiission Expires November 23,62z i t Authentisign ID:FA44CD88-BBBB-EDIt-AC20-0050F2765,+'-' , APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME. Scavelli, Lawrence .(Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance _ Building Permit Variance Trustee Permit X Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5% of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicanttagent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation). C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted th'MtA day of .20 01/03/23 Signature f eAvell Print Name Lawrence Scavelli Larry Seavelli 1010 Maple Lane Greenport, NY 11944 To Whom It May Concern: Larry Scavelli authorizes Thomas J. McCarthy and/or McCarthy Management, Inc. and its employees to act on my behalf and handle.all necessary work involved with Local Townships, County and NYS municipalities or any other entity for the subject properties located at 1010 Maple Lane, Greenport,NY 11944. Suffolk County Tax Map# 1000- 35-5-27. Thank you. Sincerely, cx Larry S cavelli Owner Board of Trustees Applic;` . r'on AFFIDAVIT McCarthy Management,Inc. _ _BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE%SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH-THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PE T. Signature of Property Owner Signature of PropertyOwner a SWORN TO BEFORE ME THIS,; DAY OF_ v 20: Not u lic RS f�►i kJi6, t a-,0N.etiiii Suifpjk Qoypt!i`LNc .300.0,§§ . Commission Expira November li WL. r Aufhentisign ID:397BA3CB-BB6B-ED11-AC20-0050F2765/r"" APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Scavelli,Irene (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance Trustee-Permit X Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. x YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSIIIP Submitted t ' Aut ujLwrr day of .20 01/03/23 Signature Orem �t rt, Print Name Irene Scavelli AuthenGsign ID:AE926702-BUB-EDI1-AC20-005OF2765P '— , AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME McCarthy,Thomas,J. (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit X Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. X YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agentlrepresentative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted t 'TfdAaypof .20 01/03/23 Signature /how /VIckt/ `Ap i Print Name Thomas J.McCarthy �C�� V"\t,CC� �G"� yK�- Board of Trustees Appliu IaUon PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: J�Ceil /fro c2 q 3 35 0(> • STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of 520 Notary Public Glenn Goldsmith,President � F Cq'� Town Hall Annex A.Nicholas Krupski,Vice President ,�� °y, 54375 Route 25 Eric Sepenoski o `� P.O.Box 1179 Liz Gillooly o ^_' Southold,NY 11971 Elizabeth Peeples y,, 0��; Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of LAWRENCE & IRENE SCAVELLI COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING NAT nye I, f.(,b a'u-- /l/l , residing at/dba Lf ,5 2C odd /�f -3,9(A�d k� 1lq -F/ being duly sworn, dep se and say: That on the Day of , 20 Z3, I personally posted the property known as 1610 le- L&,&L 1/ orr� 00 D - 3-5- -S - -2-7 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,February 15,2023. Dated: (signature) Sworn to be o e me this j of 20�� THOMAS J.MCCARTHV Notary public,State of New yo4c Comms s on Exp�eUff011 S November 23 2 No%ryPubi Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM# t-AWt6NC-G q 12-6A1G NAME: ADDRESS: 106D_S S— 5- 2-7 Lucille Stocker 50 Snug Harbor, Greenport,NY 11944 Catherine Shearn 57-05 226th Street, Bayside,NY 11364 Cleaves Point Property Owners P.O.Box 507, Greenport,NY 11944 Scott&Marianne Van Duyne 14 Village Way, Smithtown,NY 11787 Cleaves Point Property Associates P.O.Box 507, Greenport,NY 11944 i i I - i STATE OF NEW YORK COUNTY OF SUFFOLK Susan McCarthy , residing at 46520 County Road, Southold, NY 11971 being duly sworn, deposes and says that on the 3rd _ day of February 2Q 23 ,deponent mailed a true copy of the - Notice set forth-in the Board of Trustees Application,directed to each of the above named _persons at the addresses set opposite their respective names;'that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold;that said Notices were mailed at the United States Post Office located at Southold ,that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of —' 20 THOMAS J.McCARTW ft t fy Pubk.State of New Yodt Su unty•No.5004790 nmisslon Expires November 23.20= Notary Wicp� SENDER- mmmli SECTI COMPLETE • •"PLETE THIS SECT16N ON DELIVERY l ■ Complete items 1,2,and 3. A. Signature, ■ Print your name and address on the reverse X 0 f)r (� so that we can return the card to you. { (J(r �, gent I ■ Attach this card to the back of the mailpiece, B. Rei eived by(Printed Name Addressee or on the front if space permits. 1 C. Da of De)iv ry i' �� d 1. Article Addressed to: n ,`o o m .,.. N 0 d 0 LU U 1 D. Is delivery address different from item 1? Yes I o u €o If YES,enter delivery address below: p No I ¢ o > z , .�'a Q E 1 mmo4 _�� cdi!�UC)❑ 3 C N W> U C C r U E30.0 45 U 13 El E / . QSeryo N � ❑ II I IIIIII IIII III I III I II III III III I II II I I I II I III ❑ dui Signaturerype ❑Priority Mail Dcpresse ❑Adult Signature ❑Registered Ma!Irn, (� o Restricted Derive g 9590 9402 2196 6193 2449 08 ifed Mail@ Delivery ❑Re istered Mail Restricted i .� Delivery ❑Certified Mall Restricted Delivery ❑Return Receipt for n -0'2 °C i ❑Collect on Delivery Merchandise V ¢ Y 2. Article.NUmber_(TrapSfer firom service h3be/J- _ ❑Collect on Delivery Restricted Deliver13 Insured M '1y ❑Signature Confirmationym m Q 7003 3110 0 0 01 85-50 0 8 8 6 ❑Insured Mail Restricted Delivery ❑Restrcted Deliveture ry tion °' .a r;o73--a �N \ - fQ mcc.1�cC.,. �o (over$500) v } 9.w a o o N P, Form 3811,July 2015 PSN 7530-02-000-9053 v Domestic Return Receipt X - 4 m ri QQ UUUf—' — � r COMPLETESECTION• ►• • SECTION Ln m ■ Complete items 1`'2 and 3. A�-Siga'ure f 120a T o 0 ■ Print our name and address on the reverse �(� f� /f/�p' /❑Aent — Cf) g so that we can return the card to you. "7�'f�J�y - Gf' "i ce ❑addressee �' . o E s mLn N by( of e) MCt �ibf�ialivery a m u70■ Attach this card to the back of the mailpiece, - o o N = N Ln o or on the front if space permits. , 1 N v o El 1. Article Addressed to:v D. is delivery ad Tess different from item 1? Yes r5 C n �_ O N ra If YES,enter delivery address below: ❑No i v` fl a — T E; a- m (0r cu'D F m rn m o� C ate, U. r. y f0 N w+ UJ O N 80, N - o- O E r- (� CC) 3. Service Type ❑Priority Mail Express@ I ! E Co 0 m mm E_ 1 I I III I II I IIIIII ' I I I I I I I I IIII IIII ❑Adult dult Signature Restricted Delivery ❑Renature [I gistered Mail Restricted) I • U a ¢ - e rtified Mail@ Delivery ■ ■ ■ 9590 9402 2196 6193 2449 46 ❑Certified Mail Restricted Delivery ❑Return Receipt for a a ❑Collect on Delivery Merchandise 2�&ttr Number(Transfer from service faber7 ❑Collect on Delivery Restricted Delivery 13 Signature Confirrnat onTM Insured Mail ❑Signature Confirmation ?015 0640 0 0.01 15 412 7 413 0 5 j j a insuied Mail Restricted1 Delivery` yy Restricted Delivery „ l . r { , (oVer$500) 4 1{ j Ill ! I j r PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt U.S. Postal Service�m U.S. Postal ■ CERTIFIED a ru il �.o Provided) �� CO rn �8mi; �l, ctn =idY; 787 , j[[ (.i § o Grn� rllY� i 1971 rU Certified Mail Fee 5 0971 Ln � �i $4.1.t I� Postage $ - _ 17 $ a 57 Extra Services&Fees(check6ox,add fee appropriate) �i�l,l_II_I '�C 11 f i Certified Fee ❑Return Receipt(hardcopy) $ rr,, 3 jU j � - � -,Fostmark Return Receipt $ $17 4U i" 7 y,. Postmark I J.y ❑ p fir, �y s 1� Return Reciept Fee $0.0 (f[(h/ �7 Here O ❑Certified Mail Restricted Delivery $ 0_— . je � � (Endorsement Required) []Adult Signature Required $ {-- \ • Q t Adult Signature Restricted Delivery$ `+ 0 Restricted Delivery Fee O � (Endorsement Required) a Postage II.ET�i ! $I1. r O $ °.z4-2/03/2023 0210/202r i M Total Postage&Fees Total Postage and Fiees 8.13 :✓r � � m , V F\ O.,V� t L; Sent To Ln u ; � 3 � ' J -- --------- -- Street,Apt. o.;r POB Flo. v N\ , or PO Box No.V ------------ -------- ---------------- :11 1 I e rl.• — :11 tl ■ Postal ServiceTM A U.S. . RECEIPT e • tr rp ir .nly I;No insurance coverage Provide r-3 0 (Domestic mail E3 T�n � 0971 � � o-1 � �i L roPostage �7 'f , ttSS((Y 4197i� so-00 ',� \� Postage rR Certified Fee ostmark 0 I Certified Feed•�I�f " O $l 00 Here � i,I �fl t Return Reciept Fee f: O, / `0 } 1 (Endorsement Required) ff Return Reciept Fee $�f �f(7 'Herey ';J I'.+/l`I l %P/f O (Endorsement Required) FJ 0 Restricted Delivery Fee ._ t (Endorsement Requlrrel})e , / ��� p Restricted Delivery Fee 03 ( I (Endorsement Req r d) Sh � 02 y per: rn Total Postage& e&Total Posta I1712/03/20231712/03/20231 Sas 9 0 Sent To w M 0 _'rf�' ----^--------------------- Sent To r Street,Apt.No.; 52� 0 ---- ^ or PO Box No. �Q �,/ r- Street Apt.No.; Ciry State,ZIP+4 or PO Box No. P' - 5--7 v 1 Ciry,State, :rr rt i Ln , A ■ ■ LrI CO �. IZ3 LrIrp _ � t Itz LrI rO Postage $ 79 i 14j,--57 rq Certified Fee $0.00 IU j 0gosRmark 0 Return Reciept Fee ' 0 (Endorsement Required) $f�•0�I ere 0 Restricted Delivery Fee (Endorsement Requj dFD S-, M Total Postage&FFe4ve: 02/03/2023 C3 Sent To 0 -------------- ---- r� Street or PO Box No. - -5 ------------- 1 crry,state,ztP+4 {Lq --- rr 1 , NUTILt Ui HtAkING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town hoard of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: LAWRENCE & IRENE SCAVELLI SUBJECT OF PUBLIC HEARING: For a Wetland Permit for the existing 2,250sq.ft. dwelling with attached garage; construct a second-story cantilevered addition onto dwelling; construct a 30sq.ft. covered un-enclosed front porch with foundation; install two (2) new footings below an existing 353sq.ft. seaward side deck and re-deck with new synthetic decking; construct a 350sq.ft. first floor deck roof over existing seaward side deck; construct a 40sq.ft. second story balcony; removal of a 201sq.ft. seaward side deck and install steps from sunroom to grade; abandon existing septic system and install a new S.C.H.D. approved I/A Nitrogen Reducing Septic System landward of dwelling. Located: 1010 Maple Lane, Greenport. SCTM# 1000-35-5-27 TIME & DATE OF PUBLIC HEARING: Wednesday, February 15, 2023 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2: Before answering the questions in Section C, the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed.action;will. be::_.:evitluatecl:. as_to_: s:-si- 's?ntfi'earil - beneficial;and:adyerseeffects.uponfe',coasal drea`(yylich- cludesAaf'Sourolcl'T`awf 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. '_Thus;_each.answer:must be_ =.e�bIaiueiT:iu';detail;:�lshn`�'6�Ih�{;iigipifortma and•:aon-: s'imorfm;?:faci& If an action cannot be certified as consistent with the LWRP policy standards and conditionss,rtslialY�riotbe�tnderEakeni. . A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 35 5 27 PROJECT NAME_ Scavelli Alterations The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees , 1. Category of Town of Southold agency action(check appropriate'response): (a) Action undertaken directly by Town agency(e.g.capital ❑. -construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: a Nature and extent of action: New basement,first floor alterations&second floor dormer as per plans ir° -• Location of action' 1010 Maple Lane,Greenport, NY 11944 -• . Site acreages304 acres - _ Present land use:.-,.,Residential,. Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: McCarthy Management, Inc. 46520 County Road 48,Southold,NY 11971 (b) Mailing address,-:. - -- _ _-- 631 765-5815 (c) Telephone number:Area Code( _ (d) Application number,if any:. Will the action be directly undertaken,require funding,or approval by a state or federal agency? � s Yes; -Xi No:El If yes,which state or federal:ageiicp NYS DEC C. Evaluate the project to the following policies by analyzing how the project will further support or not support the-policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST-POLICY- Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies;Page 2 for evaluation criteria. dyes i No Not Applicable ' W i!h �ll�c C: r+cre A. Win- '-1e.0 -_:--.cXe�c�. .--.=---_- Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Po 'cies Pages 3 through 6 for evaluation criteria Yes 0 No 9 Not Applicable ' - Attach additional sheets if necessary - Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria 0'. YesE], No ❑ Not Applicable E Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of.life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pirges 8 through 16 for evaluation criteria Yes ! No Not Applicable Attach additional-sheets if necessary — Policy 5.-Protect and improve water quality and supply in the Town_ _ of Southold.See LWRP Section III ` Pol—ies Pages 16 through 21 for evaluation criteria = Yes"Li No Not Applicable .Attach additional sheets if necessary - Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section M—Policies; Pages 22 through 32 for evalua ' n criteria. F-1 0 Yes No Not Applicable Attach additional sheets ifnecessary Policy 7. Protect and improve air quality in the Town of Southold. See LVVRP Section III —Policies Pages 32 through 34 f r evaluation criteria. Yes , No; Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southoldfrom solid waste and hazardous s7Yes tances and wastes. See LVVRP Section III—Policies; Pages 34 through 38 for evaluation criteria. No ❑ Not Applicable - corn 1\ PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. YeD No ZNot Applicable Attacli additional sheets if necessary - - - `1 I I WOR)aNNG COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses mi suitable locationsZNLo WRP Section lII•—Policies; Pages 47 through 56 for evaluation criteria. Cl yes El Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town orate . See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. '0 Yes No Not Applicable ` Attach additional sheets if necessary - Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 forev uation criteria. Yes ,Q No Not Applicable Attach additional sheets if necessary Poli 13. Promote appropriate use and development of energy and mineral resources. See LWRP Se -'on III—Policies;Pages 65 through 68 for evaluation criteria. SV Yes O' No ❑ Not Applicable COD PREPARED BY--__-- _ _ -__ _ TITLE DATE Me ARMY=AD48 �, INC. - - . 46520 COUNTY SOMOLD, NY 11971 DATE - JOB NO. (631) 765.5815 FAX (631) 765-5816 ATTENT N I I� TO O RE: - 202 A U - outh d T n WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑' Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES • H Ll >(_ o THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: if enclosures are not as noted,kindly notify us at once.