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HomeMy WebLinkAboutTR-10683A Town Hall Annex Glenn Goldsmith, President �� � 54375 Route 25 A. Nicholas Krupski, Vice President � P.O. Box 1179 y t G' Southold, New York 11971 Eric Sepenoski Liz Gillooly Telephone (631) 765 1892 Elizabeth Peeples � �Y Fax (631) 765 6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE RD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF TCE ACTIVITIES OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 111 day of construction '/2 constructed When project complete, call for compliance inspection; Glenn Goldsmith, President ®� S®(��� 4 Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President ®� ®�® P.O. BOX 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly AW Telephone (631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10683A Date of Receipt of Application: October 17, 2024 Applicant: 265 Arshamomaque LLC, James Roberts, Member SCTM#: 1000-56-2-14 Project Location: 265 Arshamomaque Road, Southold Date of Resolution/Issuance: November 13, 2024 Date of Expiration: November 13, 2027 Reviewed by: Board of Trustees Project Description: To construct a 3245 sq.ft. dwelling with 278 sq.ft. attached garage, 122 sq.ft. front porch, 124 sq.ft. rear porch, 221 sq.ft. rear patio; install I/A OWTS septic system; install 2 drywells for drainage; install gravel driveway; install 4x4 outdoor shower; with the condition to establish and perpetually maintain a 15' vegetated non-turf buffer landward from the top of bank at the 18' contour line; establish and perpetually maintain a non-disturbance buffer seaward of the top of bank at the 18' contour line; and no tree removal to take place within Trustee jurisdiction without a permit. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Peconic Surveyors, P.C., received on December 4, 2024, and stamped approved on December 10, 2024. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. 0 Glenn Goldsmith, President Board of Trustees DEGE IV E DDi i- - Fosterers -�N. 10� f wr.a�o Lb Pant zp Ties r M 3 Per Post OEC 4 `a -- - - SURVEY OF PROPERTY Filter A T SO LrTHOLD Southold Town Fabric Board of Trustees - -- TOWN OF SO UTHOLD ELEVATION PR� rlv °F SUFFOLK COUNTY, Fiter Fabric __D>r* Flout 1000-56-0,2-14 . Ground « SCALE: 1 "-30' s FEBRUARY 8, 2024 s* Mh Rter - ti 14;¢ MARCH 13, 2024 (REVISIONS) Fd* Embedmenti�r1�� APRIL 1, 2024 (PROPOSED SEPTIC SYSTEM ADDED) � - Compacted ,- MA Y 23, 2024 (CON"OUR LINES ADDED) Mi FABRIC ANCHOR DETAL SEPTEMBER 28, 21924 (REVISIONS) SLT FENCE DETAL OCTOBER 7, 2024 (revisions) 0 � N 9 VEMBER 18, 2024 (BUFFER ADDED) g DE-CEMBER 2, 2024 (BUFFER ADDED) TEST HOLE DATA McDONALD GEOSCIENCE 31412024 EL. 21.9' DARK BROWN LOAM OL 0.5, BROWN SILT ML 3' PALE BROWN f7NE SAND SP Flag#4 VACANT 4 LOT 'Q ' 17 1 PROPOSED 80 EL16.9' 11348- \ DRYWELL (TYP. OF 2) �8\O _ p=?` �\ Flag g Y •� O+ NOTE• NO WATER ENCOUN7FRED ff Q D,c Q .. J 83'20'10 E pNp p\A SURBA�CE9 Z m = Q �. 0)1 IJ1NM�p�pRCu1 PRF , ZO t3. �_�_O ti- Q N (V E12,.7• , HVAC -G� w APPROVED �Y EL22.Q' —ws— U t , �l]p �`. \ 1�� `,�v } � oho lL Q a -E E 43.5' i /—O 1 3 —E pt,s o N i ��,�O N mew Y o o BOARD OF 1 RUSTEES 0_ = PROPOSED PERK Q d GRAVEL DRNEWAY ,7.5 pROpOSED �o \� 5 /�� -� Flag#2 Q TOWN OF SOUTHOLD o W 4o.a' lay FR. �o `�Q LOT `((`�� �- �D 2 STY. o u, a HOUSE 1' �: GARAGE 2.0• \ r. DATE nn li V` Z 5 EX,, , PROPOSED SILT FENCE V Q 0 -T Fuji 0 FF-24.5 AT GROUND DISTURBANCE LIMT . \ , u,,,,,i O a DB 1 0 0.7 \�� ��,���,� / = EL17.9' �f a 59.0• ,u��'r EDGE OF LAWN _ 1 I I dlo W �- WO q PROP 4' \� „...� 2Q�arb - � f I I ( p�/ �- 3 Z_ 22 W X ,,,%I �� X ;`M� ` II �ii 5' —1 s' ° /2'BLOWER Mt LINE / 0 off WIER GATE„ „�����,��� > 2.1'S. 347.3� `� I I �� 1 \ Q O a N LP LP- To owns IDw _ 1 ! N , i I lao#1 z 3 0 MI Q° ELECTRIC SERVICE LINE �' EL20.2' °,' I I i 1LZ �, SHED \ rn Landward edge of Fresh Water Wetlands as deline ited KEY Z 3 Z = 1 by Peconic Surveyors March 6, 2024. f W 0 = REBAR 3 4'.l� 1111111 1 0 Off S83 2 100' TOP OF BANK LET 6 ® = WELL z N 3 z 1. ` 21 6' 2cE OF TEST HOLE SETBACK LINE I C WATER ® = STAKE zi z ?�-��—�� 22 LLING WITH PUBL Certified To: -1 O U = TEST HOLE 3 `i m W 265 ArshE momaque, LLC American Dream Abstract, Inc. ® = PIPE Z D_ First American Title Insurance Company H = MONUMENT OF HEY/YO = WETLAND FLAG Ft = U77LITY POLE co = WETLANDS e Cilfl1h' � j/ .051t� ./ AREA=26,361 SQ. FT. °`A�°� CONTOUR LINES AND ELEVA110NS REFERENCED TO NA VD 88 t; N. Y S. LIC. NO. 49618 NOTE' PROPOSED SEP77C SYSTEM DESIGNED BY OTHERS ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PECOW C R VEYORS, P. C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. 631 765-5020 FAX 631 765- 1797 LOT NUMBERS REFER TO " MAP OF BEIXEDON ES TA TES" EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS ( ) ( ) BLOCK 2 FILED IN THE SUFFOLK COUNTY 'S OFFICE ON HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P. O. B��X 909 CLERK SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 1 RA VELER STREET 09-202 MARCH 16, 1946 AS FILE NO. 1472. WHOSE SIGNATURE APPEARS HEREON. SOUTH�LD, N. Y. 11971 UISTEES SOUTHO'L D T. �,o, 1o6g3 A Issued To. a�5 Ars:lrNc#. Mor^ - y��Date ��/� . Address a� 5 ��sh� no or,GG.%Ae Avel THIS NOTICE MCJST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE TOWN OF SOUTHOLD SOUTHOLD., N.Y. 11971 TEL.: 765-1892 p��5 -Fasteners-I•h Na 10 Cage = W re Or 50 Lb Plastic Zo Ties I Mh 3 Per Post. __________________ ___ SURVEY OF PROPERTY I Fil er Fabric AT SO UTHOLD ~ _ T O WN OF A 3 0 UTHOL D ELEVATION :�Mh�,- - ---- SUFFOLK CC)UNT Y, N. Y. Mer Fabric `Dv , of FLOW 1000-5E'-02-14 r„l, Ground SCALE.- 1"-30' rK f � FEBRUARY 8, 2024 -----—Tk� =15, T, s• �, Ia : MARCH 13, 2024 (REVISIONS) Fabric Embedment •*_ �` ._.,� carT,pacted , APRIL 1, 2024 (PROPOSED SEPTIC SYSTEM ADDED) Min MAY 23, 2024 (CON TOUR LINES ADDED) FABRIC ANCHOR DETAL SEPTEMBER 28, 2J24 (REVISIONS) SLT FENCE DUAL OC TOBER 7, 2024 (revisions) N0 VEMBER 18, 2024 (BUFFER ADDED) TEST HOLE DATA '�. McDONALD GEOSCIENCE J1412024 EL. 21.9' DARK BROWN LOAM OL BROWN SILT ML 3' PALE BROWN nNE SAND SP Flag#4 N �L � VACANT � 1r LOT PROPOSED 8'A EL16.9' 1348• 9# DRYWELL (TYP. OF 2) CP NOTE.• NO WATER ENCOUNTERED �,a�0 1 �� �� ��\ ��\ FlO s lil �L t1� I 83.2010 E 1 BpNCE m 1 a QI z y o �S�UR 9 101� Q v, D 1 0 ti 1 1 1 i ^, lATNtMA�ONERC� PRF� ZiI%)'d " 110•6 o ,2 ti/ ) .- W? �3 �(`O � EL22.0' EL21 A/tiws�WS - p 1 �0C G IWO V�L � aW� V a 43.5' ��� /,�/il I I I i 1 m I W" O \ o O 1 1 l .L v J !i W = PROPOSEp OUS oo V \ /?J� A 1 j 1 Z O_ GRANEI AY 17.5 PROPOSED ,o -'a"a �� CT 5 /.to/ �e �\ 1 j �� Flag#2 U O w w 408' 10.5 2 STy. FR. o� �Q L It HOUSE & 8 V// ; ) 1 �, 7 Q .\ `� I I 1 z L� d Z 2W S' EY 40.1' ? GgRAGE� 2.0' PROPOSED SILT FENCE O W u �T FUdI 7 0 FF-24.5 AT GROUND DISTURBANCE LIMIT still 1111111//���„ i ; �/) V Q 3 Q a DB 1 0 0.7 \ \� " / EL17.9' 1 1 i I J o \ a 59.0' p 4' �.�•�u,ni�+'•• - � 2Q EDGE OF LAWN I I I l --+ .. c - PROP. ,.. Z 22 ` gLayyp� OUTSIDE x Is still - \ 'I i i 10 I vJ 3 �Nm /2'&DWER AIt UNE /',SHOWER GATE w •�„ ����• x I 2.1'S. - 34 7�37 I I I I 1 L O O 1 a N 1 �ii 5' LP-1 8' LP- TO OWTS DEN • _ 1 1 �- I 1 {-lag#1 z 3 ^j NI U ELECTRIC SERVICE LIaE �'/ EL20.2' SHED I j I I I I i KEYa \ 1 Landward edge of Fresh Water Wetlands as deline ited 3 r� % I by Peconic Surveyors March 6, 2024. _ - Z p,10►?W 0 = REBAR 3 '�I�I �I��If� Q .2 LOT 6 L, GE OF LAWN S83 100' TOP OF BANK O o 21.8' SETBACKLINE TER ® WELL Z � 3 Z EI-22.1' -,�2? TEST HOLE NG WITH PpgLIC WA Certified To: ® = STAKE J o �_�'� 22 pWELLI ® = TEST HOLE o I m 265 ArshEtmomaque, LLC © = PIPE o 0- American Dream Abstract, Inc. ® = MONUMENT = First American Title Insurance Company 0 = WETLAND FLAG NE 73 = UTILITY POLE rNOV IWETLANDS2 202 Uwld Town CONTOUR LINES AND ELEVA170NS REFERENCED TO NAVD 88 Board ofThnic AREA=26,361 SO. FT. N. Y.S. LTC. N0. 49618 NOTE- PROPOSED SEP77C SYSTEM DESIGNED BY OTHERS. ANY AL TERA TION 0+4 ADDI TION TO THIS SURVEY IS A VIOLA TION PECON,'C S VEYORS, P.C. OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. 631 765— 020 FAX 631 765- 1797 L O T NUMBERS REFER TO " MAP OF BEIXEDON ES TA TES" EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS ( ) ( ) BLOCK 2 FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.0. BJX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 -1-RA VELER STREET 09-2np MARCH 16, 1946 AS FILE NO. 1472. WHOSE SIGNATURE APPEARS HEREON. SOUTH)LD, N. Y. 11971 - pomax d SWq Fasteners-Mm Na 10 Gop WFe Or 50 Lb Raft Zlp Tin Fh 3 Per Past - -- SURVEY OF PROPERTY I Filter bric AT SO Lr Fa THOLD -run W -- I.... TOWN OF SO UTHOLD N ELEVATION --- ; SUFFOLK COUNTY, Ftter Fabric `-��t� ofRaW 1000-5E'-02-14 ,wed Ground Lhe SCALE: 1 "=30' � FEBRUARY 8, 2024 n � 6' F�ter i . '�,. MARCH 13, 2024 (REVISIONS) Fabric Embedment ==:r APRIL 1, 2024 (PROPOSED SEPTIC SYSTEM ADDED) 5� .V MAY 23, 2024 (CON-rOUR LINES ADDED) Min FABRIC ANDIOR °ETAL SEPTEMBER 28, 2024 (REVISIONS) l$g SLT I=3E DUAL OCTOBER 7, 2024 (revisions) N0 VEMBER 18, 2024 (BUFFER ADDED) g TEST HOLE DATA '�. McDONALD GEOSCIENCE J1412024 EL. 21.9' DARK BROWN LOAM OL 0.5' BROWN SILT ML 3' PALE BROWN FINE SAND SP ^ Flag#4 N \ � N VACANT LOT 4. 17 PROPOSED 8'0 EL16.9' �348`g5; CP NOTE. NO WATER ENCOUNTERED W DRYWELL (TYP. OF 2) \8,00 \ ` � ` �\\ \ Flag#3 O+ � n w o N cn 83'20 10 E D p15TURB�CE `, my_ ¢ Y_ rn (t) _ 1 GROUN 2 i t3: 1 LL 1 M1N`M\OVERCUI PRFA EL 6' Q ��i O� I I O � N � D: lb zt a VAC L22. y — `s all E 21 7' _ws -O ! 3 E- EE 43.5' � /, N�� I I I 1 1l m�M 0 \ vJ OO 43 'CIO,i 1 N 1 1 1 \ 2 PROPOSED PERV►OUS oo v A \ I,G�� ` p 1 1 1 i ~ W VEL DRNEMIAY 17.5 a-0 \( / B 1 I 1 Flag#2 \ Q zz a GRA PROPOSED ,� �o . LOT 5 / ` 11 i i 1 , �\ �h U O (� w 40.8' 10.5 2 ST(. FR. o� �Q ?J Z� � Q a :1 HOUSE & 8 t^ T ) 1 �• \ / ; Z L� Z ? 5 EX Gp`� .GE \ PROPOSED SILT �ENGE O ( \ 'Q� LLJ -T FUJI p FF=24.5 AT GROUND DISTURBANCE LIMIT \\ 1 ,,,�,�� uin n��n. ' 1 11 I 1 Cl) 1 CEN-7 O 3 DB 1 0 - 0.7 ���L�+ ''�,'� � = EL17.9' 1 1 I i II ro \ rn 59.0' ���� EDGE OF LAWN 1 I LiI Z 22 PROP: , „' 1'� W BLOWER OUTSIDE X I I 10 1 m p �+ /2'KOWER AIR LINE / HOWER (GATE ,, `� 2.1'S. = 3 O !�y 'a N I L„ 5' LP-1 �' LP- TO owns ,DW . 347' 1 �ag#1 z 3 ' 1 0 'N BMW SERVICE LINE EL20.2' SHED � ° I N KEY1� a' Landward edge of Fresh Water Wetlands as define ited 1 �+ '= r p,1 pffLA/ by Peconic Surveyors March 6, 2024. z 3 Z Y�V o w = z Q 2 *e = REBAR U 3 `` ,f II GE OF LAWN Sv�• 100' TOP OF BANK LOT 6 W 21.8' SETBACK LINE WATER ® = WELL z 3 z 0-221' ��� TEST HOLE PUBLIC ® = STAKE � z ?�- � ' _,22 W'ITH Certified To: ® = TEST HOLE o 1 p WELLI N� 265 Arshf tmomaque, LLC O = PIPE W D_ American Dream Abstract, Inc. ® = MONUMENT First American Title Insurance Company WETLAND FLAG OF Yp U77LITY POLE DUI IVE = WETLANDS Lj NOV 2 1 2024 \�AiO.0511 ,fs Soo N.AREA=26,361 SQ. FT'. �°`���BoardotT� � N. Y.S. LIC. NO. 49618 CONTOUR LINES AND ELEVA 710NS REFERENCED TO NA VD 88 NOTE. PROPOSED SEPTIC SYSTEM DESIGNED BY OTHERS. ANY AL TERA TION OP ADDITION TO THIS SURVEY IS A VIOLA T/ON PECON,'C VEYORS, P. C. OF SECTION 72090E THE NEW PORK STATE EDUCATION LAW. 631 765-5020 FAX 631 765- 1797 LOT NUMBERS REFER TO " MAP OF BEIXEDON ESTATES EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS ( ) ( ) BLOCK 2 FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BJX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 i RA VELER STREET 09-2np MARCH 16, 1946 AS FILE NO. 1472. WHOSE SIGNATURE APPEARS HEREON. SOUTH)LD, N. Y. 11971 CARPENTRY AND LUMBER: TABLE R301.2(1) THESE PLANS HAVE BEEN DESIGNED CODE of NEW YORK STATE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR COMPLIANCE WITH THE: 2020 RESIDENTIAL 1. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE 1. 2020 RESIDENTIAL CODE OF NEW YORK STATE OF NEW YORK STATE.LUMBER IS BE FURNISHED AND INSTALLED COMPLETE WITH ALL GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE WINTER AIR MEAN 2. 2020 ENERGY CONSERVATION CODE OF NYS. FASTENERS,ANCHORS, BLOCKING,BRIDGING,SADDLES, HANGERS,ECT.,REQUIRED TO 3.WIND DESIGN COMPLIANCE AS PER COMPLETE THE JOB, ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH SNOW SPEED TOPOGRAPHIC SPECIAL WIND WINDBORNE WIND EXPOSURE DESIGN FROST LINE DESIGN FLOOD FREEZING ANNUAL . AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. JOIST HANGERS,CONNECTORS, LOAD 0 (MPH) EFFECTS' REGION ' DEBRIS ZONE"' CATEGORY d CATEGORY f WEATHERING DEPTH b TERMITE c TEMP e HAZARDSg INDEX' TEMP 1 2020 RESIDENTIAL CODE OF NEW YORK STATE BRIDGING,AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST ALSO BE INSTALLED IN 20 PSF <140 NO NO NO B B SEVERE 36" MOD TO HVY 11° F X 618 521° F 4. ENERGY COMPLIANCE PRESCRIPTIVE AS PER N1102 ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WHERE FASTENERS ARE . 5. FLOOD-RESISTANT CONSTRUCTION PER TOWN OF NOT SPECIFICALLY INDICATED OR SPECIFIED,THEY SHALL BE FURNISHED IN ADEQUATE NUMBER MANUAL J DESIGN CRITERIA SOUTHOLD CONSTRUCTION STANDARDS, GENERAL NOTES: CONCRETE WORK: AND SIZE AND SHALL COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE RCNYS SEC R322,AND ASCE 24 14. Ir(B.L WR=UIa.N` MMTS SHALL BE#2 OR BETTER HEM-FIR,FB=850 PSI AND E=1,300,000 PSI UNLESS OTHERWISE ELEVATION LATITUDE WINTER HEATING SUMMER COOLING ALTITUDE INDOOR DESIGN DESIGN TEMPERATURE COOLING HEATING TEMPERATURE DIFFERENCE 6. ENGINEERED WOOD PLACARD NOTES 1. CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL WORK 1. ALL CONCRETE SHALL BE AIR-ENTRAINED STONE CONCRETE(MIN.3500 PSI CONC.FOR EXTERIOR STAIRS(CELLAR ENTRANCE) INDICATED OR SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL AND/OR SHOWN ON CORRECTION FACTOR TEMPERATURE REQUIRED ON PLANS PER TITLE 19 AND OBTAIN ALL DIMENSIONS TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF AND SHALL DEVELOP A MINIMUM TOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. CONCRETE SLABS ON GRADE ACCOMPANYING STRUCTURAL CALCULATIONS. ALL HEADERS SHALL BE HEM-FIR,FB=850 PSI UNLESS OTHERWISE SHOWN ON 40' N 12.50 84° 1 70 750 DRY BULB 630 WET BULB 57.5° NYCRR PART 1265.4 WORK. REPORT,IN WRITING,TO THE ARCHITECT AND ENGINEER ANY AND ALL CONDITIONS TO BE REINFORCED WITH W.W.F.154-10/10. DETAILS. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY 7.TOWN OF SOUTHOLD ZONING& WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER EXECUTION 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE WITH EXTERIOR GLUE SHALL MEET THE DIFFERENCE HEATING COOLING WET BULB CONSTRUCTION CODES. LA.NRL ?fflI 9��8f3Hb A2%MPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE 2. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TO ASTM A615-60. REINFORCEMENT IRCONYS,OSHA,AND THE LOCAL TOWN OR VILLAGE BUILDING CODE,LATEST EDITION. MESH SHALL CONFORM TO ASTM A185 AND A82. REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCT STANDARD PS-1 AND SHALL BE IDENTIFIED WITH THE 9 1 15 1 7.5 1 71.50 L M 1 30% 1 45%-55% APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL ROOF PLYWOOD TO BE 5/8"THICK AND For SI:1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED 3. DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE ALL WALL PLYWOOD TO BE 1/2"THICK. a.Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength required for weathering shall govern. TABLE R301.7 FOR,OR SHOWN,ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY LATEST ACI BUILDING CODE,ACI 318 AND ACI 315. The weathering column shall be filled In with the weathering index,"negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(4).The grade of masonry units shall be determined ALLOWABLE DEFLECTION REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE MORE 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE,OR EXPOSED TO THE ELEMENTS MUST BE from ASTM C34,C55,C62,C73,C90,CI29,CI45,C216 or C652. TABLE R301.5 PRESSURE TREATED TO DEFINITE RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS C1 AND C2 b.Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction shall fill in the frost line depth OF STRUCTURAL MEMBERS STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY 4. FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. column with the minimum depth of footing below finish grade. MINIMUM UNIFORMLY REQ�JI Y T��cp�E FOR WATER-BOURNE PRESERVATIVE TREATMENT. c.The jurisdiction shall fill in this part of the table to Indicate the need for protection depending on whether there has been a history oflocal subterranean termite damage. ALLOWABLE 4. DO NOT SCALE THE DRAWINGS. ANY DISCREPANCIES SHALL BE REPORTED, IN 5. ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE. ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF d.The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(5)A].Wind exposure category shall be determined on a site-specific basis in accordance DISTRIBUTED LIVE LOADS (PSF) STRUCTURAL MEMBER DEFLECTION 36"BELOW FINISHED GRADE. with Section R301.2.1.4. WRITING,TO THE ARCHITECT FOR CLARIFICATION. RAFTERS HAVING SLOPES GREATER THAN 3:12 W/ L/180 5. WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED,STRUCTURAL e.The outdoor design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix D of the Plumbing Code of New York State.Deviations from the Appendix D FINISHED CEILING NOT ATTACHED TO RAFTERS 5. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE temperatures shall be pennitted to reflect local climates or local weather experience as determined by the building official.[Also see Figure R301.2(1).] USE LOAD CALCULATIONS AND DETAIL DESIGNS PREPARED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER MUST BE f.The jurisdiction shall fill in this art of the table with the seismic design category WORK OF ALL TRADES.ALL SLOTS,SLEEVES,AND/OR OTHER OPENINGS TO BE COORDINATED AND 6. A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET TO BE LAID UNDER BASEMENT OR CELLAR SLABS ON GRADE. 1 P gn cafe o determined from Section R301.2.2.1. SUBMITTED FOR REVIEW. g.[NY]To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR)shall adopt a UN I HABITABLE ATTICS WITHOUT STORAGE 10 INTERIOR WALLS AND PARTITIONS H/180 SET BEFORE POURING CONCRETE. flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance 6. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING, ETC. MASONRY: Study for the community,as amended or revised with: UNIHABITABLE ATTICS WITH LIMITED STORAGE 20 FLOORS L/360 (TEMPORARY AND/OR PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEW 6. PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS @8'-0"O.C.MAXIMUM SPACING. SECURE BOTTOM OF I.The accompanying Flood Insurance Rate Map(FIRM), HABITABLE ATTICS AND ATTICS 30 CONSTRUCTION. 1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90 AND SHALL BE HOLLOW, BRIDGING AFTER SUBFLOOR HAS BEEN NAILED. ill Flood Boundary and data alongdway Map(ny revisions and ill.Related supporting data along with any revisions thereto. SERVED WITH FIXED STAIRS CEILINGS WITH BRITTLE FINISHES U360 LOAD-BEARING CONCRETE BLOCK,GRADE N. ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. 7. ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION TO BE VENTED AS PER TABLE M1505.4.4: PROVIDE ASWITCH- (INCLUDING PLASTER AND STUCCO) 1000 PSI. MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR,FOR UNTI MASONRY ASTM C-270 AND SHALL BE h.In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history oflocal damage from the effects of ice damming,the jurisdiction shall BALCONIES(EXTERIOR)AND DECKS 40 7. ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. CONTROLLED EXHAUST FAN WITH A CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. TYPE S MORTAR. ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. fill in this part of the table with"YES,"Otherwise,the jurisdiction shall fill in this part of the table with"NO.' FIRE ESCAPES 40 CEILINGS WITH FLEXIBLE FINISHES U240 I.The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data GUARDS AND HANDRAILS 200 8. ALL INTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH 1/2"THICK GYPSUM WALL BOARD. Center data table"Air Freezing Index-USA Method(Base 32"IF)." GUARDS GYPSUM BOARD) 8. REFER TO STRUCTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR 2. COMMON FIREWALLS BETWEEN ATTACHED HOUSING UNITS TO BE 8"CONCRETE BLOCK ON A POURED CONCRETE 5/8"THICK FIRECODE GYPSUM WALL BOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE. 5/8"THICK MOISTURE j•The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)' GUARD IN-FILL COMPONENTS 50 ADDITIONAL APPLICABLE NOTES AND SPECIFICATIONS FOUNDATION AND FOOTING AS SHOWN ON DRAWINGS. RESISTENT GYPSUM WALL BOARD SHALL BE USED ON ALL BATHROOM WALLS AND CEILINGS. WONDER BOARD SHALL BE USED k.In accordance with Section ejuris jurisdiction where there Is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this part of the PASSENGER VEHICLE GARAGES 50 ALL OTHER STRUCTURAL MEMBERS L/240 table with"YES."Otherwise,the Jurisdiction shall indicate"NO"In this part of the table. ON WALLS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE USED IN BATHROOMS. I.In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific ROOMS OTHER THAN SLEEPING ROOMS 40 9. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING,COURSING, 3. CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OF NON-CORROSIVE TRUSS-TYPE METAL APPROVED BY THE requirements.Otherwise,the jurisdiction shall indicate"NO"In this part of the table. EXTERIOR WALLS-WIND LOADS H/360 DIMENSIONS,HEIGHT, ALIGNMENT,ETC.MOVE AND RELOCATE ANY PARTITIONS,WIRING, SLEEPING ROOMS 30 ARCHITECT. HORIZONTAL,CONTINUOUS TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND m.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the Jurisdiction shall indicate"NO"in this part of the table. WITH PLASTER OR STUCCO 9. ALL EXTERIOR WALLS TO BE 2X6 WOOD STUDS UNLESS NOTED OTHERWISE @16"O.C.WITH 1/2"PLYWOOD COVERED WITH n.The jurisdiction shall fill in these sections of the table to establish the design criteria using Table la or 1 b from ACCA Manual J or established criteria determined b the jurisdiction. STAIRS 40 PLUMBING,AND DUCTWORK THAT MAY BE CONCEALED IN WALLS OR CEILING BEING COURSE. VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16". WALLS SHOULD BE BRACED DURING CONSTRUCTION y 15#ASPHALT SATURATED FELT OR OTHER APPROVED EQUAL. ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING o.[NYJ The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at elevations above 1,000 feet shall have REVISED TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. UNTIL THEY ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. WOOD TRUSSES OR JOISTS TO BE CONST.SO THAT A STUD IS LOCATED AT THE BEARING POINT OF EACH WOOD TRUSS OR JOIST. their ground snow load increased from the mapped value by 2 psffor every 1,000 feet above 1,000 feet. EXTERIOR WALLS-WIND LOADS H/240 10. PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL CRAWL SPACES AS PER SECTION WITH OTHER BRITTLE FINISHES R408.4 RCONYS. WHERE MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE,PROVIDE 4. ALL CONCRETE MASONRY UNTI WALLS TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BEDDING. 10. WOOD STUD WALLS OR PARTITIONS EXCEEDING 10'IN HEIGHT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED ACCESS AS PER SECTION M1305.1.3 OF THE RCONYS. VENTILATE ALL CRAWL SPACES AS PER AT INTERVALS NOT EXCEEDING 6 VERTICALLY IN AN APPROVED MANOR. EXTERIOR WALLS-WIND LOADS H/120 SECTION R408.2 OF THE RCONYS: THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL 5. ALL EXTERIOR BRICK AND INTERIOR STONE MASONRY VENEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI WITH FLEXIBLE FINISHES NOT BE LESS THAN 1 SF. FOR EACH 150 SF.OF UNDER FLOOR SPACE AREA. ONE SUCH BUILDING CODE REQUIREMENTS. BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE S MORTAR. TOOLED JOINTS AS VENTILATING OPENING SHALL BE WITHIN 36"OF EACH CORNER OF THE BUILDING. DIRECTED BY ARCHITECT, 11. PROVIDE FIRESTOPPING AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS PER LINTELS SUPPORTING MASONRY U600 11. PROVIDE ATTIC ACCESS AS PER SECTION R807.1 OF THE RCONYS: ATTIC ACCESS SECTIONS R602.8 AND R1001.12 OF THE RCONYS. VENEER WALLS OPENINGS OTHER READEALL NOT BE LESS THAN 22"X 30"AND SHALL BE LOCATED IN A HALLWAY OR ILY ACCESSIBLE LOCATION. A 30"MINIMUM UNOBSTRUCTED HEADROOM IN THE 6. FIRE BRICK MORTAR,FLUE LINING,DAMPER AND OTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED N/O/F PROPOSED AREAS: AND INSTALLED IN STRICTS ACCORDANCE WITH THE NEW YORK STATE FIRE PREVENTION,BUILDING,AND ENERGY CODES. 12. INSULATION IN ALL EXTERIOR FRAME WALLS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-15. INSULATION IN ATTIC SPACE SHALL BE PROVIDED @ SOME POINT ABOVE THE ACCESS OPENING. WHERE ROOF CEILINGS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-30. INSULATION AT LIVING SPACE ABOVE GARAGE TO . FROST ROAD ASSOCIATES LP. . R301.2.2.2 MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC, PROVIDE ACCESS AS PER SECTION 7. FURNISH AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 BE R-30. COMMON WALLS AT ATTACHED UNITS SHALL HAVE FIBERGLASS BATTS OF R-15 AT EACH SIDE, ALL INSULATION . . . _ • _ . FIRST FLOOR LIVING AREA: 1,847 SF W?@5L11E9T96RTfhf�ALRA%AI MUST BE ACCOMPANIED WITH AWAIVER OF LIENS,SIGNED BYALL SUBCONTRACTORS SQUARE INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 25 INCHES IN HORIZONTAL OR VERTICAL DIMENSIONS. TO HAVE A VAPOR BARRIER SURFACE EXPOSED TO HEATED SPACE. NO WELLS WITHIN150'OFPROPERTY . . . SECOND FLOOR LIVING AREA: 1,398 SF WEIGHTS OF MATERIALS (PSF) AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. STRUCTURALSTEEL: ' ' ' ' 314 FRONT COVERED PORCH: 122 SF UEAU 13. ALL STAIRS AND HANDRAILS SHALL COMPLY WITH SECTIONS R311.7 OF THE RCONYS: THE 5°2 , . . . . . . . . . . . . . . . . . USE LOAD 13. ALL ELECTRICAL WORK SHALL CONFORM TO RULES ANDRECiULATIONSOFTHENATIONALCODEANDNEWYORKSTATE MAXIMUM RISER HEIGHT SHALL BE 8 1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9INCHES, S . $3 • S7 . • . • . . • • • • • • • REAR COVERED PORCH: 124 SF COMBINED ROOF AND CEILING ASSEMLIES 15 PSF BOARD OF FIRE UNDERWRITERS. THE FINAL CERTIFICATE OF APPROVAL MUST BE SUBMITTED TO THE OWNER PRIOR TO 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM WITH ASTM A36. . . °3tS UNLESS OTHERWISE NOTED ON PLANS. STAIRWAYS SHALL NOT BE LESS THEN 36"IN CLEAR 40"w REAR PATIO: 221 SF FINAL PAYMENT WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED • • • FLOOR ASSEMBLIES 10 PSF 2. THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST 62 ' GARAGE: 278 S F EXTERIOR LIGHT-FRAME WOOD WALLS 15 PSF EDITION OF THE AISC SPECIFICATION. HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE . . . . . . . . . . . . . . . . 9Q . . . 14. ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE. STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL . • . • FRESH WATER . • . • • • - - INTERIOR LIGHT-FRAME WOOD WALLS 10 PSF HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE LESS THAN 31.5"WHERE A HANDRAIL ' ''-- 15. REMOVE ALL RUBBISH AND DEBRIS RESULTING FROM WORK. SITE TO BE KEPT IN BROOM CLEAN CONDITION 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 E70 SERIES ELECTRODES AND .1 • ,•,� WETLANDS •••�,•••,•,�•�• • THROUGHOUT ALL PHASES Of WORK. A307 BOLTS WITH LOCK WASHERS. IS INSTALLED ON ONE SIDE AND 27" WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. . . . - - TOTAL LIVING AREA: 3,245 SF 14. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE,RECOMMENDATIONS OF BOTTOIV OF BANK` 16. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR MANAGEMENT. 4. PAINT ALL STEEL ONE SHOP COAT OF RUST INHIBITIVE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. MANUFACTURERS,AND IN CONFORMANCE WITH THE RCONYS,INCLUDING THE FOLLOWING: • • - - EDGE OF WETLANDS___.1-__-___-- COLOR TO BE GREY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT, . . . • _ - -"- I 17. PROVIDE OWNER WITH ALL NECESSARY CERTIFICATES OF INSURANCE. A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE. BRACE,PLUMB,AND LEVEL ALL MEMBERS ' ' 5. ALL STRUCTURAL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER IN COMPLIANCE WITH THE AMERICAN AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. �' 18. GUARANTEE IN WRITING ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FROM FINAL WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE. ACCEPTANCE BY OWNER, 6. ALL WALL-BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS,AND BEARING PLATES UNLESS OTHERWISE NOTED B. PROVIDE SOLID SURFACES AT ALL CORNERS AT LEAST 1 114"WIDE IN BOTH DIRECTIONS FOR SECURING SUBFLOORING, CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 19. THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE MINIMUM STANDARDS OF 2020 ENERGY ON DRAWINGS. DRYWALL,ETC...FORM SURFACES WITH FRAMING MEMBERS OR WITH 2"WOOD BLOCKING SECURED WITH AT LEAST TWO I O 8DNAILSATEACHEND. -TEST HOLE DATA MAINTAINING JOB SITE SAFETY DURING THIS PHASE CONSERVATION CODE OF NEW YORK STATE AND THE 2020 RCONYS. OF WORK&SHALL COMPLY WITH ALL APPLICABLE MOISTURE PROTECTION: 00 I McDONALD GEOSCIENCE FEDERAL,STATE, &LOCAL REGULATIONS INCLUDING C. PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATER CLOSET DRAIN BENDS AND AT ALL VENT AND MECHANICAL 20. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL 3/4/24 BUT NOT LIMITED TO BUILDING CODES, OSHA OPENINGS TWO FEET OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BY ARCHITECT, BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, 1. FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE WITH ,It � REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS THE APPLICATION OF TWO TROWEL COATS OF BITUMINOUS MASTIC SEPARATED BY A LAYER OF ASPHALT-SATURATED MESH. D. TAIL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR HANGERS AND M EL.21.9' DARKBROWN LOAMOL MATERIAL REMOVAL&DISPOSAL. 21. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY CONDITIONS WHICH MAY AFFECT THE DESIGN SPIKED SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER. 2. ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTION TO BE A RUBBERIZED ASPHALT INTEGRALLY BONDED TO _ ____ __ TOP�F BANK ------------ o.s' OR CONSTRUCTION OF THE WORK. -- -__ _________- POLYETHYLENE SHEET BITUTHENE AS MANUFACTURED BY W.R.GRACE COMPANY OR APPROVED EQUAL. INSTALLATION TO = =' _ F�-r T-T 7 THE CONTRACTOR SHALL INDEMNIFY& HOLD 22. THE LAYOUT OF THE HEATING&COOLING SYSTEMS,TO BE DESIGNED BY THE APPROPRIATE E. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH THE - _ - BROWN slLTnfL COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. EXTRA PRECAUTIONS OR PROVISIONS ARE REQUIRED RECOMMENDED NAILING SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS AND AS NOTED: - - HARMLESS THE OWNER,THE ARCHITECT,AND SUBCONTRACTORS, AND SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS. DURING INCLEMENT WEATHER AND SITE CONDITIONS TO ENSURE SATISFACTORY PERFORMANCE OF THE WORK. W ( = w ------------ s' THEIR AGENTS&EMPLOYEES FROM AND AGAINST 23. THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE 1. STUDS NOT LESS THAN 2X4 @16"O.C.DOUBLED AROUND OPENINGS AND TRIPLED AT CORNERS. o M ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 3. TERMITE PROTECTION OF APPROVED TYPE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R317 OF THE RCONYS. o ARCHITECT AND CANNOT BE USED FOR ANY OTHER MEANS 2. PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. ARISING OUT OF OR RESULTING FROM ANY OF THE 3. FRAMING TO SUIT WORK OF OTHER TRADES. EDGE OF 4. FLASHING TO BE PROVIDED AT ALL HEADS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS, LAWN M W ITEMS LISTED ABOVE. 24. ALL HABITABLE AREAS SHALL BE VENTED AS PER SECTION R303.1 OF THE RCONYS: AND GRAVEL STOPS INCLUDING ALL INTERSECTIONS OF ROOVES WITH VERTICAL OR SLOPING 4. PROVIDE TWO 2X4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS. AGGREGATE GLAZING SHALL NOT BE LESS THAN 8%OF THE FLOOR AREAS OF SUCH ROOMS& 5 SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND OTHER ROOF PENETRATIONS. MATERIALS . PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOISTS,RAFTERS,AND GIRDERS,ETC... � THE CONTRACTOR SHALL VERIFY ALL FIELD THE MINIMAL OPENABLE AREA TO THE OUTDOORS SHALL BE 4%OF THE FLOOR AREA BEING FOR BASE AND CAP FLASHING AT MASONRY TO BE 16 OUNCE COPPER AND SILL FLASHING AT - ��//EE TT��[]__pp,,��EEpp F. SUBFLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS. NAIL WITH 6D COMMON NAILS @6"O.C. V CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 25.NASSURA SOIL-BEARING CAPACITY OF 1 TON AS PER TABLE R401.4.1 OF THE RCONYS. ANY DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE ALONG SUPPRTED EDGES AND 10"O.C.AT INTERMEDIATE SUPPORTS. BREAK JOINTS IN ADJACENT COURSES. LOCATE END ( o LOT 5 - m CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE UNSTABLE SOIL/SUBSURFACE CONDITIONS WHICH MY AFFECT THE STABILITY OF THE STRUCTURE APPROVED. BLIND FLASH WITH APPROVED MATERIALS AT ALL INTERSECTING ROOF JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE. UNDERLAYMENT,WHERE REQUIRED, I o _ ( � a I RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE CONTINUATION OF WORK. JUNCTURES. COORDINATE INSTALLATION OF ALL FLASHING WITH CARPENTRY,MASONRY,AND SHALL BE SIMILARLY INSTALLED. j�0�AOnBE OF SIZES SHOWN ON DRAWINGS,DOUBLE-INSULATED,SELF-FLASHING O IX_ 26. FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF R902.1 OF THE RCONYS. WITH INTEGRAL CURBS. UNITS TO BE ALIGNED WITH SLOPING ROOF TRUSSES. Itt G. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS. LOCATE END JOINTS OVER Q (n THE ARCHITECT SHALL BE HELD HARMLESS BY ANY SUPPORTS AND STAGGER JOINTS. PROVIDE METAL H-CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF THE SUPPORTS O U = C� AGENCY FOR ANY"ERRORS&OMISSIONS"ON 6. CAULK AND SEAL WITH APPROVED MATERIAL ALL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE APOSITIVE -I Q � Z THESE DOCUMENTS. 27. SMOKE DETECTORS SHALL BE INSTALLED AS.PER THE MINIMUM REQUIREMENTS OF SECTION R314 IS 24"O.C. > _ d BARRIER AGAINST PASSAGE OF MOISTURE AND AIR AT ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR. � -•i OF THE RCONYS: SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE OF EACH -.1 17' SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS,ON EACH ADDITIONAL H. FURRING,WHERE REQUIRED,TO BE TRUE TO LINE,NOT OVER 16"O.C.AND FASTENED SECURELY TO SUPPRTING SURFACE, THE CONTRACTOR IS SOLEY RESPONSIBLE FOR Lu STORY OF THE DWELLING, INCLUDING BASEMENTS/CELLARS,BUT NOT INCLUDING CRAWL SPACES FINISHES: - * 17) ENCOUNTERED NO WATER "METHODS&MEANS"OF CONSTRUCTION. THE 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC TO BE SUBMITTED TO OWNER/ARCHITECT FOR APPROVAL 15. ALL FLOORS TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER OF 314"UNDERLAYMENT BOARD OR OTHER - ENCOUNTERED AND UNINHABITABLE ATTICS. _________________ _ ARCHITECT IS NOT RESPONSIBLE FOR FIELD PRIOR TO INSTALLATION. APPROVED EQUAL OVER SUBFLOOR. FLOORS TO BE COVERED WITH OAK FLOORING OR TILE SHALL HAVE ONE LAYER OF '--- _ 6* SUPERVISION, 28. BUILDING STRUCTURAL MATERIALS OR ASSEMBLIES SUBJECT TO DETERIORATION SHALL 3l4"PLYWOOD SUBFLOOR. ---_____ t____________ - ________ CONFORM TO SECTION R317 OF THE RCONYS. 2. DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS. JOINTS SHALL BE TAPED _-- - __ ______ _______A- t ----- 29. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE TEMS FOR THE PROPER COMPLETION OF THE WORK. ANY AND SPACKLED(3 COATS)READY TO PAINT. ALL CORNERS AND EXPOSED EDGES SHALL HAVE APPROVED METAL BEADS 16. ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH A TARPAULIN ------ : OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN SPACKLED SMOOTH. OR HEAVY GAUGE PLASTIC. ALL WOOD MATERIAL SHALL BE STOCK-PILED ON WOOD DUNNAGE IN A RELATIVELY FLAT, _ _- - ACCORDANCE WITH ACCEPTED PRACTICE. DRY AREA, THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING OR INSTALLATION. - 3. COVER ALL WALLS AND ALL CEILINGS WITH 1/2'GYPSUM BOARD. BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED) : DRAINAGE CALCULATION FOR DRYWELL #1 (ROOF DRAINAGE) 30. THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORK THAT DOES NOT CONFORM TO THE DRAWINGS. AND CEILINGS SHALL RECEIVE M.R.GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL I - ROOF AREA= 1,377 SF x 100%(RUN-OFF COEF.)x 0.17"(2"RAINFALL)=235 CF THE CONTRACTOR SHALL CORRECT ALL WORK REJECTED AT NO ADDITIONAL COST. HAVE WONDER BOARD INSTALLED. NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION �2y' I _ ��*� 8'-O"DIA. POOL=42.24 CF PER FOOT OF HEIGHT. 31. THE CONTRACTOR IS OBLIGATED TO COMPLETE ALL ITEMS AS DESCRIBED IN THE FINAL,REVISED PUNCH LIST AT THE _ 235 CF/42.24 CF/FT=6 LF OF POOLS REQ'D. 4. PROVIDE 518'TYPEX GYPSUM BOARD IN GARAGE ON CEILING AND WALLS TO MAINTAIN ONE-HOUR FIRE RATING. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER ��tt��,, EFFECTIVE POOL DEPTH=6'-0"DEEP x 1 POOLS=6.0'LF(8'Ox 6'-0"DEEP) CLOSEOUT OF THE CONSTRUCTION. PROVIDE SAME ON MECHANICAL ROOM WALLS AND CEILING AND ON ALL SHAFT WALLS. _t CONSTRUCTION IN RESIDENTIAL STRUCTURES. DRAINAGE CALCULATION FOR DRYWELL #2(ROOF DRAINAGE)32. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL CONTRACTOR PLUMBING; I N ACCORDANCE WITH TITLE 19 NYCRR PART 1265 = ° �� ^`, OR SUBCONTRACTORS NOR SHALL HE/SHE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. ( ) 27.9 12.13 - ROOF AREA= 1,252 SF x 100/o(RUN-OFF COEF.)x 0.17 (2"RAINFALL)=213 CF rqu , 1. PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT LINES,TRAPS,ETC...FOR COMPLETE o o - 8'-O"DIA.POOL=42.24 CF PER FOOT OF HEIGHT. 33. IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE:CHARACTER OF THE DETAILS HE SHALL NOTIFY THE INSTALLATION. SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL LLI 1 PATIO R/O o ,---, DW#2 213 CF/42.24 CF/FT=5 LF OF POOLS REQ'D. ARCHITECT PRIOR TO CONTINUATION OF THE WORK. CONSISTS OF A CIRCLE 6" IN DIAMETER,WITH A STROKE WIDTH OF 1/2".THE O / �// 8'0x 5' " �. t '^ PLEASE TAKE NOTICE THAT THE EFFECTIVE POOL DEPTH=5-0 DEEP x 1 POOL=5.0'LF(8'0x 5'-0 DEEP) VT I I .1 2. INSTALL OWNER-SELECTED PLUMBING FIXTURES AND FITTING PER DRAWING INSTRUCTION. SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE '--s---- 34. BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE (CHECK ALL THAT APPLY): O � PROPOSED OPENABLE EMERGENCY ESCAPE&RESCUE OPENING AS PER SECTION R310 OF THE RCONYS: 3. INSULATE ALL WATER PIPING. AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR, CONFORMING TO N ; 2 STORY EMERGENCY ESCAPE&RESCUE OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44"ABOVE PANTONE MATCHING SYSTEM (PMS)#187.WHERE A SIGN IS DIRECTLY x NEW RESIDENTIAL co --I FRAME& 'lp C. Southold Town THE FLOOR AND SHALL HAVE A MINIMUM NET CLEAN OPENING OF 5 SQUARE FEET. 4. ALL PLUMBING WORK SHALL COMPLY WITH CHAPTER 25 OF THE RCONYS. APPLIED TO A DOOR OR SIDELIGHT, IT MAY BE A PERMANENT NON-FADING STRUCTURE Z I 1 GARAGE 0 Board ofTnlstres 1 STICKER OR DECAL. SIGNS NOT DIRECTLY APPLIED TO DOORS OR 16.5' 1 'DWELLING 18.5' I ROOF 35. PROVIDE SAFETY GLAZING AS PER SECTION R308 OF THE RCONYS FOR ALL HAZARDOUS AREAS 5. PROVIDE ALL NECESSARY HANGERS,EXPANSION JOINTS,STRAPS,ETC...TO PROVIDE COMPLETE INSTALLATION. SIDELIGHTS SHALL BE OF STURDY, NON-FADING,WEATHER RESISTANT ❑ ADDITION TO EXISTING / ° AREA#2 DEFINED UNDER SECTION R308.4 OF THE RCONYS: ALL GLASS LESS THAN 18"ABOVE THE FLOOR SHALL RESIDENTIAL STRUCTURE F.F. ELEV: 24. M MATERIAL. � � -r�1 / �00 1,252 SF BE TEMPERED. 6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITH THE THE CONSTRUCTION TYPE Z NEW YORK STATE DEPARTMENT OF HEALTH. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. DESIGNATION SHALL BE REHABILITATION TO EXISTING � \ / 36. INSTALLATION,LOCATION,AND VENTILATION OF ALL MECHANICAL SYSTEMS SHALL COMPLY WITH 6"DIA' "I","W',"III","IV"OR"V"TO ❑ RESIDENTIAL STRUCTURE Z \" 1 M CHAPTER 13 OF THE RCONYS. HEATING AND COOLING: REFLECTIVE INDICATE THE CONSTRUCTION \ b 11 1. PROVIDE FORCED HOT WATER BASEBOARD HEATNG SYSTEM DESIGNED BY MECHANICAL CONTRACTOR. RED PANTONE CLASSIFICATION OF THE '� DW#1 37. FIREBLOCKING SHALL BE PROVIDED TO CUTOFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL PMS #187 STRUCTURE UNDER SECTION O I\ PERVIOUS , - G PROPOSED ti 17.42' S 8,Ox 6, ROOF AREA#1 AND HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP ( ) ` , TO BE CONSTRUCTED OR 2. ALL HEATING&COOLING EQUIPMENT SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS.. V 602 OF THE BCNYS. PERFORMED AT THE SUBJECT � GRI VE . 1,377 SF STORY AND THE ROOF SPACE AS PER SECTION R602.8 OF THE RCONYS. MASONRY CHIMNEYS AND o DRIVEWAY KAZEL P Y WITH SECTION R1 ON OF THE RCONYS. WHITE IVE PROPERTY REFERENCED � � I PLACES SHAL COM L z AUHITETURE.FIRE L 3. COORDINATE WITH OWNER THE NUMBER OF ZONES AND LOCATIONS OF THERMOSTATS. F ^ WHITE TO THE LOWER RIGHT WILL 38. GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION R309 OF THE RCONYS: OPENINGS ,h[` UTILIZE(CHECK EACH °4- N 3- 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. 1/2"STROKE APPLICABLE LINE): BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FIRE-RATED DOOR N HOLE wO 2 Windemere Court, P.O. Box 169, Speonk,NY 11972 ASSEMBLY EQUIPPED WITH A SELF-CLOSING DEVICE. DUCTS IN THE GARAGE AND DUCTS PENETRATING ELECTRICAL; SIGNS IDENTIFYING THE N 232.7' W o_� Phone: 631-874-2925 Fax: 631-874-7377 TRUSS TYPE �__ THE WALLS AND CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF EXISTIANCE OF TRUSS �' - keri@kazelarchitects.com A MINIMUM NUMBER 26 GAGE SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. WHERE 1. ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITH CHAPTER 34 OF THE RCONYS AND WITH THE NYS ENERGY CODE. DESIGNATION FOR STRUCTURAL CONSTRUCTION SHALL CONSTRUCTION(TT) , J REGULATIONS C405 OF THE NEW YORK STATE ENERGY CODE. w I f,[ TbTTIgI�� R1�ff%WE§ §ff- �'j CACHED GARAGE FROM A DWELLING OR ITS COMPONENTS THAT ARE OF TRUSS CONSISTS OF A CIRCLE 6" IN PRE-ENGINEERED WOOD __ ATTIC,THE PARTITION ASSEMBLY SHALL HAVE A 3/4 HOUR FIRE-RESfSTANCE RATING. WHERE TYPE CONSTRUCTION EDGE OF PAVEMENT Proposed Home for: 2. POWER AND LIGHTING DISTRIBUTION SYSTEMS TO COMPLY WITH NECA,THE NATIONAL BOARD Of FIRE UNDERWRITERS, DIAMETER,WITH A STROKE � CONSTRUCTION(PW) ° , p K0PWR1T MIId&M*NWg@VM5" fflq�Et�,ARAGE FROM THE RESIDENCE OF ITS ATTIC, AND ALL STATE AND LOCAL STANDARDS. WIDTH OF 1/2".THE SIGN NO 234011E N �RU � �� I�1EI� ( Fn,(,AY�F 8�Zk{1CK TYPE"X"GYPSUM BOARD. "F" FLOOR FRAMING, INCLUDING BACKGROUND SHALL BE ❑ TIMBER CONSTRUCTION(TC) �N 75"57' � AREA= 26,361 SQ. FT. DJ Custom Homes P 1 ^]fib -1;4LI A ACt E`1�8 ``��X''t�`��'ppT WHERE THE RESIDENCE IS 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTILITY COMPANY. GIRDERS AND BEAMS W C-W N 0.6 ACRES REFLECCTIVE WHITE IN COLOR. NONE W SCTM#: 1000-56-2- 14 265 Arshamoma ue Avenue i�iISE PROTECTED BY VERTICAL SEPARATIONS. THE CICLE AND CONTENTS ❑ 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND APPROVAL OF WIRING,INSTALLATION OF FIXTURES "R" ROOF FRAMING ARSHAA40A JUBLfn/ /�TER N STREET 1. CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. AND EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL INSPECTORS. SHALL BE REFLECTIVE RED IN '"'A�+lCJ U Southold, New York 11971 2. LOCAL OFFICIAL TO DETERMINE WHETHER CERTAIN TREES DESIGNATED TO REMAIN SHALL BE SAVED. RETAINED TREES "FR" FLOOR AND ROOF FRAMING COLOR, CONFORMING TO A VEIV Lc ELEVATIONS ARE 5. CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS OTHERWISE NOTED TO BE PROVIDED BY OWNER, PANTONE MATCHING SYSTEM IN THE FOLLOWING LOCATIONS REFERENCED TO Town of Southold SHALL BE PROTECTED BY A ADJUSTMENT. BARRIER SET ST AWAY FROM THE TREE TRUNK FOR EACH 1"OF TREE DIAMETER, INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. PMS #187.WHERE A SIGN IS CHECK ALL APPLICABLE): ( ) NA VD '88 SUBJECT TO FIELD ADJUSTMENT. STORAGE OF CINSTRUCTION MATERIAL WITHIN BARRIER WILL BE PROHIBITED. THERE 6. PROVIDE ALL OUTLETS,SWITCHES,DIMMERS,ROUGHING,WIRE,JUNCTION BOXES,ETC PROVIDE COMPLETE DIRECTLY APPLIED TO A DOOR ( County of Suffolk SHALL BE NO FUEL STORAGE IN VICINITY OF TREE BARRIERS. ND WELLS WITHIN 150,OF PROPERTY INSTALLATION. OR SIDELIGHT, IT MAY BE A FLOOR FRAMING, PLOT PLAN INFORMATION OBTAINED 3. EXCAVATE FOR FOOTINGS TO MINIMUM DEPTHS DHOWN ON DRAWINGS. ENCOUNTERED SOIL TO BE UNDISTURBES,VIRGIN PERMANENT NON-FADING X INCLUDING GIRDERS FROM A SURVEY PREPARED BY SCTM #: 1000-56-2-14 FEMA: X SOIL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE FOOT. 7. ALL INTERIOR WIRE SHALL RUN CONCEALED AND ALL EXTERIOR WIRE SHALL BE RUN IN CONDUIT. STICKER OR DECAL. SIGNS NOT AND BEAMS(F) DONALD J. METZGER DIRECTLY APPLIED TO DOORS PLOT PLAN PECONIC SURVEYORS, P.C. 4. STEP FOOTINGS,WHERE ELEVATION CHANGES,ONE VERTICAL TO TWO HORIZONTAL AS SHOWN ON DRAWINGS OR 8, OUTLET AND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRACTICE,OUTLETS 12"AFF AND SWITCHES 42"AFF, OR SIDELIGHTS SHALL BE OF ❑ ROOF FRAMING(R) „- , „ z DATED: FEBRUARY 8,2024 Cover Sheet WHERE ENCOUNTERED SOIL OR FIELD GRADE CONDITIONS REQUIRE CHANGES IN FOOTING ELEVATIONS. SCALE: 1 -30-0 9. LABEL PANEL BOARD OF ALL CIRCUITS. STURDY, NON-FADING, FLOOR FRAMING AND 5. CONTRACTOR MAY BACKFILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN DAYS OF CONCRETE CURE TIME USING WEATHER RESISTANT ❑ ROOF FRAMING(FR) Date: April 16, 2024 PROPER CONSTRUCTION METHODS,MATERIAL,AND EQUIPMENT TO AVOID DAMAGE TO THE WALLS AND MEMBRANE 10. COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK,PIPING,ETC...TO AVOID CONFLICT. MATERIAL. WATERPROOFING. ADEQUATELY BRACE WALLS PRIOR TO BACKf ILL. F-] NONE 11. COORDINATE WITH OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAY BE REQUIRED THAT IS NOT INCLUDED Scale: As noted 6. REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PREPARATION FOR POURING CONCRETE SLAB. INTERIOR SLABS ON IN THE CONSTRUCTION DOCUMENTS. - Al GRADE TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL. Project No. NOTES: R317 ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL TO BE PRESSURE PRESERVATIVELY TREATED. TYPICAL SIDING — WALL STRUCTURE R317.3.1 FASTENERS. FASTENERS FOR PRESSURE 11"TIMBERSTRAND PRESERVATIVE AND FIRE-RETARDANT-TREATED WOOD LSL RIM BOARD 40'-0"OVERALL SHALL BE OF HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. PROVIDE ALUM FLASHING BETWEEN WOOD STRUCTURE EXCEPTION: ONE-HALF-INCH DIAMETER(DR AND CONCRETE FILL&TAMP FOR S-1 GREATER STEEL BOLTS. MASONRY TERRACE OVER 4" P.C. SLAB WITH A6 BLUESTONE CAP STRUCTURAL POLY BASE = ABOVE _ _ r — — — — — — — — —F — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a4^4 P.C.SLAB WITH H •:1. r L NEW AND I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _'_ _ _ _ _ _ _ AL N 6x6,8/8 W.W.M. ..,i •.�' �'•:r... ;; .::.:, ::4: _ FOOTINGS TO HAVE A MINIMUM COMPRESSIVE STRENGTH FLOOR JOISTS ;,;;; }.;;..- ;w: :,.,-.:,:::.:. ::',;rA>t.•: ;; ':r;,' OVER 6 MIL. POLY. I ''. „`` I B L LEG EN D OF 3,500 PSI AND SHALL BE AIR ENTRAINED. TOTAL AIR "` "`' VAPOR BARRIER I `:a Ig" I 18" CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL tl_a• A' ° ,. OVER 6"CRUSHED 38'-8" _ - - NOT BE LESS THAN 5 PERCENT OR MORE:THAN COMPACTED GRAVEL. 'f'; N " I I�=III=I i I=I 7 PERCENT AS PER TABLE R402.2 OF THE: RCONYS. (3,500 PSI CONC. MIN. I ( F 1}, to 2 SLAB SEAT PROVIDE 1 I ;` : I EARTH I-1 i I-1 I_I-1 I I.; 8" i� 13-42 8" SELF ADHERING PVC 13'-4" 11'-32° bo WITH 5%TO 7%AIR 24"x 8" BUTTRESS FLASHING MEMBRANE - o +: ;' '}:J+ ENTRAINMENT) ''' I , I s'';:": r. POURED CONCRETE <° .,, BETWEEN WOOD AND ,,:>,•'••�`r.:.., _.,..: OR 8„ ° I CMU BLOCK 5/8"DIA STEEL ANCHOR ° 2"SLAB #4 REBAR DOWELS@ 48"O.C. I „� CONCRETE (TYP) R401.4.1 GEOTECHNICAL EVALUATION. BOLTS MAX 37"O.C. SEAT AT 2"SLAB SEAT I :i. I -" I o IN LIEU OF A COMPLETE GEOTECHNII�AL EVALUATION, WITHIN 12" FROM p 2-2x 6 P.T. SILL PLATES OVER I ':t; I- - - - - - - - - - - -J - - - - - I I EXISTING STUD WALL THE LOAD-BEARING VALUES IN TABLE R401.4.1 SHALL '"'" - - - - _ ENDS OF EACH SILL - ''° :•.-,'.: '• ,- ,• TERMITE SHIELD AND SILL SEAL µY; '`' ° _ ,. , Y. I ,,. T REMAIN BE ASSUM ED. PLAE T PIECE. EXTEND i o BOLTS MIN 7" INTO FND °' 7-i _ .' N _ _ _ _ _ _ _ _ :t; -_-__-_--_- EXISTING STUD WALL TABLE R401.4.1 PRESUMPTIVE LOAD BEARING C ] BE REMOVED &SECURE TO SILL W/ LAB ;t tF TYPICAL S VALUES OF FOUNDATION MATERIALS I �<`'� I3 SQUARE WASHER AND (R-11)DRAPED BATTTIGHTENED NUT TO - 's °. INSULATION O ER - NEW 2x 4 OR 2x 6 CLASS OF MATERIAL (PSF) EACH BOLT. 610 �, "LOAD-BEARING PRESSURESEAT DETAIL I t: EXPOSED FOU DATION 2 !°. I BILCO STAKWEL STUD WALL @ 16 O.C. WALLS � I EGRESS WINDOW SCALE: 1"=V-0" 8" 11'-1" O_ 16'-0" OJ � WELL 5 MODULES JOISTS SAND, SILTY SAND, CLAYEY SAND, I ''_ . w w 11-7 I8„ WITH STKWL-C EGRESS LO �Zry JOISTS ABOVE Lj SILTY GRAVEL AND CLAYEY GRAVEL 2,000 "BILCO"STAKWEL I d" 6"WIDE x 4"DEEP x �� _o ' `: WINDOW WELL COVER (SW, SP,SM, SC, GM AND GC) EGRESS WINDOW WELL 5 MODULES I M.* 2'HIGH BEAM POCKET. J SEE DETAIL THIS SHEET 5 } > WRAP GIRDER ENDS I , > A5 SECTION / DETAIL WITH STKWL-C EGRESS I �� � J t- � WITH ICE&WEATHER ^~.• WINDOW WELL COVER F - SHIELD. PROVIDE SLAT SEE DETAIL THIS SHEET M O i ( ( I NLY SHIMS 1F REQUIRED 1 I I I O A5 BUILDING SECTION 1 = M � I I L - - _j - L -I- _ 3-2x 10 HEADER WINDOW 11Z"TJI 210 FLOOR 3-2x 10 HEADER OVER I T 16" � �N I WINDOW PROVIDE HEADER ` O I J w - ->.: I POCKETS IN CONCRETE - - - - - ELEMENTS ABOVE BILCO STAKWEL o EGRESS WINDOW 3-2x 10 HEADER OVER O WELL 5 MODULES WINDOW PROVIDE HEADER �!v " 8" 11'-1" J w I 0o V-6" T-6" 00 11'-7" 8" '-:r o w I EACH SIDE WITH STKWL-C EGRESS POCKETS IN CONCRETE ooM�J - - GIRDER / HEADER ABOVE > WINDOW WELL COVER EACH SIDE I r.; 3- 12"x 118" LVL FLUSH I - I - I " -' I o ALL SIDES OF WINDOW A' WELL TO BE 4"MINr - !• 5"�- I I � - - � POST DOWN ABOVE FINAL GRADE, I L - � - ;;:_ ,;rr,; ;.� . .:: INTERCONNECTED COMBINATION SLOPE GRADE AWAY - — I .:`.°;cJ ```' ^''''rF '* ""'"f""A``°"'�''�^-:' HIGH 4" DIA. STEEL LALLY I I 1 i 24"x 8"BUTTRESS i<X SD SMOKE AND CARBONMONOXIDE f - - - - '�- FROM WINDOW WELL. I=III- I :t DROP TOP OF -I .r;. COLUMN TO U DERSIDE L - - J ;. . I DROP TOP OF WALL CO DETECTORS AS PER R314 OF THE OF FLUSH LVL N 30"x 30"x T-11"CLG. HT. ;': DOWN 18" IRCONYS AND 915 OF THE IFCONYS = I I WALL DOWN 14" 2x 12 P.T.WOOD =III- I ;; w _ 2 U' I I FROM TOP 15" DEEP POURED J r=` UNFINISHED O � CONCRETE FOOTINGS -�Q = .% WINDOW BUCK - p U V OF WALL BASEMENT —I _ �, g I I '"' WITH 3-#5 RE-BAR E.W. o CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR ALL SIDES(TYP) 4" P.C.SLAB I x - ;:.f:3• O I- MAINTAINING JOB SITE SAFETY DURING THIS PHASE EGRESS WINDOW. SEE r I I I `''.: > r. I OF WORK&SHALL COMPLY WITH ALL APPLICABLE WINDOW SCHEDULE. II I I I I I- 1 '" Ig 10'-10" I `' '- " M J t " �;` _ FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING 8 15 7 11 -7 8 12 0 '• BUT NOT LIMITED TO BUILDING CODES, OSHA 2"CLEAN FREE DRAINING <; REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS GRAVEL AT LEAST 12"ALL — - 1 `:;i I GARAGE I ,�;: r." 1 MATERIAL REMOVAL& DISPOSAL. SIDES FILL TO DEPTH I—I I--- — Q 1 ;; I SLAB I ''`.' _ 2- 12"x 118" LVL FLUSHUJI OF FOUNDATION FOOTING. III—III--III—I— I—III—III 4"P.C. SLAB > THE CONTRACTOR SHALL INDEMNIFY& HOLD I—III—I I—I I—I I=I I—{I I ' I (3,500 PSI CONC. MIN. I ;ti 11Z" O HARMLESS THE OWNER,THE ARCHITECT,AND EGRESS WIN DO1/)- I_=III=III=III=III=III I `;' I WITH 5%TO 7%AIR _ TJI 210 FLOOR _ _ 1 o THEIR AGENTS&EMPLOYEES FROM AND AGAINST I 16" _ ? 1 0 I—III—) i I=I i i=I ENTRAINMENT) 1, �bN `1 _ 2- FLOOR JOISTS ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES WELL DETAIL UNDER WALL ABOVE �• I ARISING OUT OF OR RESULTING FROM ANY OF THE "IN 1 ,w. `� 2- 13"x 11Z"LVL FLUSH O w I ITEMS LISTED ABOVE. SCALE: 1/4" = V-0" I .`.Y, I M I :`:< - - 4 $ - - —, � a° ' I I '°'rI N ( 'F x 4"DIA. STEEL LALLY COLUMN V< 1 THE CONTRACTOR SHALL VERIFY ALL FIELD I Z I "� ON 30' 30"x 15"DEEP POURED I °' °';�At. r ul CONDITIONS AND NOTIFY THE ARCHITECT OF ANY O r.`':: of J CONCRETE FOOTINGS WITH r'''': CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE o Oo ( SIMPSON HUS412 ;r gFACE MOUNT 3-#5 RE-BAR E.W. CEILING NOTE: RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. Q I 'y HANGER r - ,54. I PROVIDE z°GYPSUM WALLBOARD THE ARCHITECT SHALL BE HELD HARMLESS BY ANY ' I I :M; 2- 12°x 118" LVL FLUSH I I �; I MEMBRANE TO THE UNDERSIDE OF AGENCY FOR ANY"ERRORS&OMISSIONS'ON O _ _ _ _ >•: THE FLOOR FRAMING MEMBER AS THESE DOCUMENTS. o I - - - 4,.. f.> PER SECT. R302.13 OF THE RCONYS I- 2-2x 6 LOW HEADERS t r;. � I - J ANCHORED TO 4x 4 I THE CONTRACTOR IS SOLEY RESPONSIBLE FOR POST Y',:' I "METHODS& MEANS"OF CONSTRUCTION. THE 10'-10" ;-'; 8 15-7' 11'-7" 8" K 12'-0" ARCHITECT IS NOT RESPONSIBLE FOR FIELD "" 24"x 8"BUTTRESS 118"TJI (210)FLOOR 4x 4 POSTS ANCHORED TO ,;� I DROP TOP OF WALL SUPERVISION. JOISTS 16"O.C. - - - SLAB WITH SIMPSON RPBZ �:-; DROP TOP OF I ;i. I O :z' I DOWN 18" SIMPSON IUS1.81/11.88 - - - -I w POST BASE AND SIMPSON WALL DOWN 14" I r'! = I ::- L °° FROM TOP FACE MOUNT HANGAR — — — -{ , BC4 POST CAP OF WALL I 31 — � >ILL (- 1 STAIRWAY& ►- > I r� oo 7}, Q _ 11 TJI 210 FLOOR 7' - - - -- - - - - - - - -I `f:;. HANDRAIL AS PER iN ��IO.U. SECTION R311.7&�? r R311.7.8 OF THE M,r I I 2-FLOOR JOISTS RCONYS - I- L UNDER WALL ABOVE ' 04 _ U 10" 8'-4"M.O. 1 -6" 12'-3" I STAIR 22 11'-7" 8" :' r 2'-0" 00 } 6"WIDE x 4"DEEP x "BILCO"STAKWEL rn ✓i - I 3- 14"x 11�"LVL FLUSH UP OW �„ ~? I EGRESS WINDOW I a a_ _ J w �iN 62 HIGH BEAM POCKET. I WELL 5 MODULES �iN 14R Sao CIPWRAP GIRDER ENDS -- { q ; w CIo y l I WITH STKWL-C EGRESS Southold Town MHO WITH ICE&WEATHER WINDOW WELL COVER Board ofTnstees X')SD SHIELD. PROVIDE SLATE I 11�"TJI 210 FLOOR -NCO M J ONLY SHIMS IF ' ' SEE DETAIL THIS SHEET ads— I 16" I REQUIRED w 4,- 1 1 ;:r,. � � I O �• O I r'S .x �'%`:c�i•ra•a �:��'H:,+-.: I,s�+:,:� ::-•+li;'.':him+:::.: FILL&TAMP FOR ^', - - - - - - - - - - - - - - - 'r ' f— (R-11)DRAPED BATT 4" P.C. SLAB WITH n 2"SLAB SEAT PROVIDE '''` I :t;: INSULATION OVER BLUESTONE CAP I ' : SELF ADHERING PVC EXPOSED FOUNDATION I 3-2x 10 HEADER OVER ABOVE o I ? i _ FLASHING MEMBRANE I '4�. O WALLS I WINDOW PROVIDE HEADER ti �' BETWEEN WOOD AND r; -S POCKETS IN CONCRETE KAZEt AUHITEffURE 18 'O CONCRETE(TYP) N I :' I EACH SIDE `1 10'-0° I I 16'-7" io I ''`' 10" 11'-3" 8" I C° 2 Windemere Court, P.O. Box 169, Speonk,NY 11972 I _ L - - - - - - - - - - - Phone: 63 i-874-2925 Fax: 631-874-7377 _ keri kaz 1 t .y ...,�.. ..�:: ,�..f.;. ,,�.� ..,�.::�.:::•::�::<:��.°���, w.�::r •.:,';;:::,• e arch) ects com — - — — — i _:_ :;:;: :F: ;: ;;• r o Proposed Home for: s"P.C. CHEEK WALLS - - - - FOUNDATION WALL: DJ Custom Homes SLOPE DOWN 10"FOR EACH STEP 8" POURED CONCRETE FOUNDATION 265 Arshamoma ue Avenue WALL ON 16"x 8" P.C. FOOTING WITH q }, 6'-3�" A6 " A6 2x 4 2 KEY-WAY RE BARN TER-BOTT TOAS PER Southold, New York 11971 11 8 2 8 11 TABLE R403.1(1)OF THE RCONYS. Town of Southold 8'-102" V-52" PROVIDE WATERPROOFING AS PER County of Suffolk SECTION R406.2 OF THE RCONYS. 10'-0" 17'-5" 2'-02" 8'-6" 2'-02" SCTM #: 1000-56-2-14 FEMA: X 40'-0"OVERALL Foundation Plan FOUNDATION PLAN Date: April 16, 2024 SCALE: 1/4" = V-0" Scale: As noted — A2 Project No. TABLE R302.6 DWELLING-GARAGE SEPARATION NOTES: R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION. SEPARATION MATERIAL OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING 40'-0"OVERALL FROM THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. FROM THE RESIDENCE AND ATTICS NOT LESS THAN 2- INCH GYPSUM 10"x 10" PLAIN SQUARE, PERMA-CAST, R302.5.1 OPENING PROTECTION. 28'-1" 11'-3" 8" OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES LOAD BEARING COLUMNS (18,000#) BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE SHALL NOT BE PERMITTED.OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE WITH COLUMN-LOC BY"HB&G"OR EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES(35 MM)IN THICKNESS, EQUAL WITH CAP&BASE(TYPICAL) FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5-INCH TYPE X SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 13/8 INCHES(35 MM)THICK, GYPSUM BOARD OR EQUIVALENT OR 20-MINUTE FIRE-RATED DOORS,EQUIPPED WITH A SELF-CLOSING OR 3-2x 12 HEADER WITH AUTOMATIC-CLOSING DEVICE. S-1 2-2x 6 PLATE SET PLATE STRUCTURE(S)SUPPORTING FLOOR/CEILING NOT LESS THAN Z- INCH GYPSUM A6 R302.5.2 DUCT PENETRATION. HEIGHT @ 9'-23'ABOVE ASSEMBLIES USED FOR SEPARATION REQUIRED BOARD OR EQUIVALENT DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE SUB-FLOOR. PACK-OUT BY THIS SECTION. DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE(0.48 MM) _ c0 TO COLUMN WIDTH. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE. - --- ----- ---- --- 00,— — P NOTLESSTHAN-- INCHGYPSUM ------ ------�!_--- --- SYMBOL LEGEND GARAGES LOCATED LESS THAN 3 FEET FROM A BOARD OR EQUIVALENT APPLIED R302.5.3 OTHER PENETRATIONS. DWELLING UNIT ON THE SAME LOT. TO THE INTERIOR SIDE OF EXTERIOR PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302.6 SHALL BE PROTECTED I PATIO ' ' 2x 6 SO IT JOIST ' WALLS THAT ARE WITHIN THIS AREA. AS REQUIRED BY SECTION R302.11,ITEM 4. ( LUE STONE) I I @ 1 - - o I III=III=III=1 EARTH R302.6 DWELLING-GARAGE FIRE SEPARATION. 0 00 - I - 2 THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6.OPENINGS IN GARAGE 60 WALLS SHALL COMPLY WITH SECTION R302.5.ATTACHMENT OF GYPSUM BOARD SHALL „ 1 51" I 6'_31" ''s:`':':s' ',Z:e:;R POURED CONCRETE COMPLY WITH TABLE R702.3.5.THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL 7-3 2 - I 5-1 2 I i o ::t �:•`;. .< ::::; 1 10 GARAGE FIRE SEPARATION WALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT G G H I C r;;-'; ,:f OR 8° CMU BLOCK DWELLING UNIT WALL. R302.6 OF THE RCONYS {ihN I I (BLU S O E) I I N = ; I ; EXISTING STUD WALL PROVIDE ONE LAYER OF 5/8 THICK - TO REMAIN TYPE"X"GWB ON THE GARAGE SIDE OF THE WALL AND PROVIDE ONE i �`)'N �N 1'-0" 3- 14"x 14" LVL HEADER i OJ i o EXISTING STUD WALL — — I iv L--------� LAYER OF 1/2"THICK TYPE"X" GWB HOUSE SIDEt2x GARAGE SIDE i 2x 6 CEILING JOISTS � TO BE REMOVED ON THE HOUSE SIDE. APPLICATION „ „ i �� @ 16"O.C.WITH SIMPSON N = 1/2 TYPE X5/8"TYPE X I I 1 ��N 1 - NEW 2x 4 OR 2x 6 SHALL BE IN ACCORDANCE WITH 1„ cfl 1„ LUS26 FACE MOUNT � o 5- �B•I• 26-11- 11 -6- 5- r- �--� SECTION R702.3(TYPICAL ALL WALLS 2 I 2 JOIST HANGERS AT 7" 2 2 O STUD WALL @ 16" O.C. N 5- ! 3- 14 x 118 LVL g 1 CLG. HT. I 2-32 x 11$ LVL THAT SEPARATE GARAGE AND HOUSE) 5-1/2"BATT INSUL. 2�� 2r4 FLUSH HDR GREAT ROOM 11 LVL HEADER 4� I I LOW HEADER JOISTS JOISTS ABOVE UNDER WALL 2-32 x 11g LVL 414 IO.G. 6 STUD WALL ABOVE I FLUSH HEADER 1 9'-1"CLG. HT. @16"O.C. 36"WIDE GAS - - _ JF -1 L _ — — J — — I DINING A5 SECTION / DETAIL DIRECT VENT - -- - - - - _ _� ; AREA - ----------- ---------------------- FIREPLACE - �b 3- 13"x 117"LVL FLUSH HDR SIN i ' _ 00 ' 4 $ `1 ' �bN _�N S_1 BUILDING SECTION � I I �N UNDER WALL ABOVE � i A5 118"TJI (210) i zo SIMPSON HGLTV5.37 H=11.875 N TOP FLANGE GIRDER HANGER I I a ( ) WINDOW FLOOR JOISTS I I I 119"TJI 210 @ 16" D.C. '*-'—OPEN TO i ' FLOOR JOISTS ABOVE I @ 16"O.C. 1 B.I. I �. ' ' 0 - - - - - ELEMENTS ABOVE 2., i 11'-22„ 52" I 7'-11" 52" i i 17'-o2„ 2-_0�- SIMPSON I L. I HWP7.12 H=11.875 1 i 2-32'x 117" LVL 52 b BUILT-IN WITH--] TOP FLANGE I LOW HEADER — GIRDER / HEADER ABOVE HUNG CABINETS GIRDER HANGER r` � -------------- -- = --------------- --------------------- ® POST DOWN _ _ -----------� -----11 — I r�N ��N cV SIN INTERCONNECTED COMBINATION i I? <; SD SMOKE AND CARBONMONOXIDE ��N ISLAND I _ Q' �x�CO DETECTORS AS PER R314 OF THE 118"TJI (210) i---------- ------- __ _ _ _ _ IRCONYS AND 915 OF THE IFCONYS _ FLOOR JOISTS I 11Z8"TJI 210 CANTILEVERED 16"O.C. I „ FLOOR J ISTS 16"O. °� 9-1 CLG. H D.C. DWI- i� 1„ 1„ 1„ i 1„ 1„ 4IN - 1„I CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR v 32 3 11-22 52 iW.I. PANT Y 8'-3„ 32 19 02 52 0. _ O MAINTAINING JOB SITE SAFETY DURING THIS PHASE SEE GARAGE FIRE I M OF WORK&SHALL COMPLY WITH ALL APPLICABLE ' �`�'N e221 a� 9'-1"CLG. HT. FEDERAL STATE, &LOCAL REGULATIONS INCLUDING SEPARATION WALL - I i� 1„ L. 1„ 51,, 0) KITCHEN S 51"I BUT NOT LIMITED TO BUILDING CODES, OSHA DETAIL THIS HEFT. I 6'_9" 3232 3'_7„ 2 15-0 2I _ _j REGULATIONS. LIFE SAFETY CODES, & HAZARDOUS -i IMATERIAL REMOVAL& DISPOSAL. o -3- 1a"x 11$'LVL FLUSH _ i_ t _ - - 3- 12"x 118" LVL FLUSH i I w GARAGE c B I ��N I � O THE CONTRACTOR SHALL INDEMNIFY&HOLD e"TYPE"X"GYP. BD. ON I = HARMLESS THE OWNER,THE ARCHITECT,AND <; SD - --------- - --------� !�x`'CO N o THEIR AGENTS&EMPLOYEES FROM AND AGAINST WALLS&CLG.AS PER BENCH W/ Q REF ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES SECTION R302.5 OF THE HOOKS �' SIN SIN ARISING OUT OF OR RESULTING FROM ANY OF THE M ITEMS LISTED ABOVE. 10 L " RCONYS 9'-1"CLG. HT. "' M 32 11 -22 N 52 LAUN. RM. 6, 9„ 1�_4„ 52 3'-7" 32 01 3 2' 32" 5-1 32„ 6-32„ 2„ o THE CONTRACTOR SHALL VERIFY ALL FIELD Miv 00 U) CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 118"TJI (210) 0 a O LAVA 9'-1"CLG. H 11g' JI (210) CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE NO FLOOR JOISTS Q CO WALK-INFLOG JOISTS RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. VENT DRYER TO @ 16" D.C. 0 2- 1J"x 118' ® EF CLOSE 15 @ 1 "O.C. 00 OUTSIDE AIR �M x LVL FLUSH 2- 12"x 1dS�H THE ARCHITECT SHALL BE HELD HARMLESS BY ANY _ C"HDR LVL FLU AGENCY FOR ANY"ERRORS&OMISSIONS"ON F D W S M------ E—IN HDR THESE DOCUMENTS. L - - - - - - J I 2x 6 CEILING 2- 14"x 118" LVL I 2-2x 1 THE CONTRACTOR IS SOLEY RESPONSIBLE FOR JOISTS @ 16"O.C. FLUSH HEADER I HDR "METHODS&MEANS"OF CONSTRUCTION. THE WIITH SIMPSON S26 FACE MOUNT 3 .EUNDER WALL 11'-21" I 51, CLOSET 3 9 „ 0 ,� EF1„ 1„ „ ARCHITECT IS NOT RESPONSIBLE FOR FIELD ABOVE 2 2 2 N 2 -1 2 3-7 22 4- 32 6-32 5-2 SUPERVISION. JOIST HANGERS AT LVL HEADER I- -Irk��"L� CL 9'-1"C G. HT.PRI ARY -IN BATH `-CP I 117"TJI (210) " RO M 0 _ _ OPEN TO% �p o 2- 14ix 14"LVL FLOOR JOISTS ABOVE _ r a I @ 16"O.C. 1"TEMPERED FRAME-LESS SIMPSON STRONG WALL HEADER <; SD <� SD � z r-�_�--`. SSW12x8 EACH SIDE OF 0 ` -,/CO �xVCO Z13 GLASS DOOR AND PANELS [PD � 11 WITH TILE WALLS. GARAGE DOOR OPENING d L 51„ —IN SEE DETAILS ON SHEET D4 ire 2 1„ 1„ 1, 1„ c>`" ' `' 1„ l _ 5 10- 2-42 3- 3- „ I 5- l 1 -0 8'-0 -0 1 -6 2 2 2 3-7 3-6 2 11 -8 I 2 O �� A fs-; _ 2- 13"x 117" LVL O o 9'-1" CLG. HT. i o UPSET HDR. SET b W BEDROOM N 10 Q I Southold Town N = BOTT. @ 12 94" I Board ofTrustceS _ o / OFFICE L--------- =- - ABOVE SUBFLOOR 10'-0" 52 N 9'-9" 2 7'-1" in 32 11'-8" i 52 M IVAULTE �1E 12 (<X SD I VAULTED CLG. jFOYRCLG HEa NCO PRIMARY q SLOPED , �bN BEDROOM CEILING LO I O ' I I I 1„ 1„ 1„ I 1 5,4' 8 8-2 - 52 1 V-8" 1 52„ ' LTED LG. HATCH WALLSiINDI TE K o i o 12'-0"PLATE H IGHT A AZEL AUHITEffURE ~ i ORC FROM 1ST FLOOR I i BL E STONE) 3-2x 10 HEADER SE 2 Windemere Court, P.O. Box 169, Speonk,NY 11972 BOTT. @ 8'-9"4BOV o Phone: 631-874-2925 Fax: 631-874-7377 - -- ------ --- --- -- ------ - - FLOOR _ ---- - SU -------1- "' keri@kazelarchitects.com 241% -- ------ --- --- -- ------ -----_ - - - p 91 Pro osed Home for: 3-2x 12 HEADER WITHN 2-2x 6 PLATE SET PLATE UD DJ Custom Homes ALL DIMENSIONS ARE TAKEN HEIGHT @ 9-24 ABOVE 3-2x10 @ HEADER O TO COLUMN WIDTH. 265 Arshamomaq ue Avenue FROM FACE OF STUDS (U.O.N.) SUB-FLOOR. PACK-OUT A6 8'-9"CEILING A6 Southold, New York 11971 HEIGHT IN BAY NOTES: 10"x 10"PLAIN SQUARE,DERMA-CAST, Town of Southold PRE-ENGINEERED FLOOR TRUSSES BY LOAD BEARING COLUMNS (18,000#) 8" 8'-8" 8'-1" 2-02� 8'-6" 2-02„ County of Suffolk WEYER-HAEUSER I-LEVEL TRUS-JOIST.OR WITH COLUMN-LOC BY HB&G OR EQUAL. INSTALL AS PER MANUF. SPEC'S AND EQUAL WITH CAP& BASE(TYPICAL) RECOMMENDATIONS(I.E. SQUASH BLOCKS, 1014" 17'-5" 01 12'-7" SCTM #: 1000-56-2-14 1 FEMA: X NAILING&GLUEING,WEB-STIFFENERS, ETC) ALL EXTERIOR HEADERS TO BE 3-2x 10 MIN. 40'-0"OVERALL First Floor Plan ALL INTERIOR HEADERS TO BE 2-2x 6 MIN. UNLESS OTHERWISE NOTED. Date: April 16, 2024 ALL FRAMING LUMBER TO BE DOUG FIR#1 FIRST FLOOR PLAN UNLESS OTHERWISE NOTED. SCALE: 1/4"=1'-0" Scale: As noted A3 Project No. - 7 1 NOTES: R807.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM)OR GREATER OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET(2.8 M2). 40'-0" THE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE 27'_5„ S-1 12'-7" ROOF FRAMING MEMBERS. _;0 7 IF_ THE ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 INCHES(559 MM BY 762 MM)AND SHALL BE F= F=- LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE II a 11 11 LOCATION.WHERE LOCATED IN A WALL,THE OPENING SHALL BE Is-J L-J SYMBOL LEGEND NOT LESS THAN 22 INCHES WIDE BY 30 INCHES HIGH(559 MM WIDE BY 762 MM HIGH).WHERE THE ACCESS IS LOCATED IN A — — CEILING,MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC I f 1=T=1 1-1 EARTH SPACE SHALL BE 30 INCHES(762 MM)AT SOME POINT ABOVE I=I I=I I=I THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING MEMBERS. SEE SECTION M1305.1.3 FOR ACCESS °' '°"•"Y'=' POURED CONCRETE REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN 6-32" 6'-32" '.;is±: ';''a.^t '; OR 8" CMU BLOCK ATTICS. EXISTING STUD WALL ----------------------------------------------------------------------\__1 TO REMAIN EXISTING STUD WALL N 1 ' N --------� TO BE REMOVED I i I e N IN NEW 2x4OR2x6 1 4-7 5-4 5'-72" 8-4 in 3'-2" 52 11-8 52" --1 STUD WALL @ 16" O.C. 0 2'-8" 2'-8" 4'-2" 4'-2' 0� 2x 6 CEILING JOISTS JOISTS zo O Zo @ 16"O.C. ��"O.C. JOISTS ABOVE I O I ��N o SIN A5 SECTION / DETAIL 3-2x 6 CLG. :L�3- 6 CLG. JOISTS `c' 3- 14"x 94"LVL LO •-1N JOISTS N HEADER FOR o0 ti � I I �, _ RAFTER BEARING M A5 BUILDING SECTION 52„ 11 V-22„ I 52" 15'-32° 5211, 11'-8" 52„ —N .=N 8'-1"CLG. HT, WINDOW I i - HIGH -1 I �bN RAILING °° BEDROOM #3 �VAULTED 00 CEILING i 2x 6 CEILING JOISTS - - - - - ELEMENTS ABOVE I i 3- 14'x 94" LVL HEADER @ 16"O.C. 51„ SET BOTT. @ 7'-1"ABOVE 14'-31" 51" O cy) 2 6" SUB-FLOOR 2 6" 2 GIRDER / HEADER ABOVE I i — �IN L - - - - -� N 2x 8 CEILING JOISTS ;It ® POST DOWN 51� 9_61 26 31 @ 16"O.C. g,-71„ 31' 19 5' 311, 31" INTERCONNECTED COMBINATION TL 2 2 8 2 ch 6-0 ih 2 2 2 2C,L 1„ '-0"L. �<X.�SD SMOKE AND CARBONMONOXIDE `'CO DETECTORS AS PER R314 OF THE Bch coN 8'-1"CLG. HT. rN IRCONYS AND 915 OF THE IFCONYS F w 8-1 CLG. HT. __ BALCONY BONUS �04 LI SIN 21 8'-1"CLG. HT.�IN CEILING ROOM 1„ 27 " SHARED JOISTS -, CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR N 32 M MAINTAINING JOB SITE SAFETY DURING THIS PHASE c� 1„ 1„ 31„ 1 I, BATHROOM c �t 1" - - OF WORK&SHALL COMPLY WITH ALL APPLICABLE 52 c� 9'-62 52 i - 1'-5' 2 2" •' 7'-1" 32 cn 10'-2" 2'-6" I 51" 00 C° FEDERAL, STATE, & LOCAL REGULATIONS INCLUDING O <° v BUT NOT LIMITED TO BUILDING CODES,OSHA Zn 2x 6 CEILING JOISTS O F _ _ _ 54"x 22" PULL JEF16"O.C. REGULATIONS. LIFE SAFETY CODES, & HAZARDOUS @ `'IN f — DOWN ATTIC N II c� MATERIAL REMOVAL&DISPOSAL. Oo 'I` I''-� STAIR. SEE 18 I— 25 IL — J ir, OPENING NOTE THE CONTRACTOR SHALL INDEMNIFY&HOLD I I 8'-1" LG. HT. L THIS SHEET. `-M r�,N= o HARMLESS THE OWNER,THE ARCHITECT,AND VAULTED i I H ALL N N THEIR AGENTS&EMPLOYEES FROM AND AGAINST CEILING I 0�/ CLOSLO i� BAT ROOM 16 ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES I 22 .`I -�' ARISING OUT OF OR RESULTING FROM ANY OF THE 1 1,� 1„ 23 1„ 1„ 1 1 1„ 1„ 17 1, ITEMS LISTED ABOVE. 52" I 9'-62 i 52 0 5�_6„ 32 3-112 32" 7�_1„ 32" 5-32 32 _ 52' i I THE CONTRACTOR SHALL VERIFY ALL FIELD 2x 6 CEILING JOISTS CONDITIONS AND NOTIFY THE ARCHITECT OF ANY • IN 3- 14'x 9"' FLUSH 16"O.C. A CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE i 8'-1"c� LVL HEADER WITH STAIRWAY& RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. i I LG. HT. KNEE WALL TO HANDRAIL AS PER 13-2 HIGH UNDERSIDE OF SECTION R311.7& THE ARCHITECT SHALL BE HELD HARMLESS BY ANY 3-2x 6 CLG. WICLAILING RAFTERS SIN R311.7.8 OF THE AGENCY FOR ANY"ERRORS&OMISSIONS"ON 0 o JOISTS — N RCONYS THESE DOCUMENTS. 1 ------- 00 % —i - 00 1 `'IN 8-1 CLG. HT, Oo - `Hl_ 6 CLG. I THE CONTRACTOR IS SOLEY RESPONSIBLE FOR _ 2'-8" 8 ' JOISTS EDROOM #2 "METHODS &MEANS"OF CONSTRUCTION. THE 1 51" 5'-91" 3'-111" 31" 3' 61" _ 1 31„ 1, ARCHITECT IS NOT RESPONSIBLE FOR FIELD ih 1 2'-4" 5'-4" 1'4' 1'-0' 2 2 2 2 2 2 I 11'-8" I 52 M SUPERVISION. 10 1 1 2x 6 CEILING JOISTS 1 VAULTED I I N i @ 16"O.C. I CEILING ' 0 J SIN I � I I� 2x 6 HIGH CEILING� cn ----------------------- N cn JOISTS @ 16"O.C. co I I SIN co CO � SET BOTT. @ 10'-1" N ABOVE SUB-FLOOR 00 ` 0 E I � 8'-1"CLG. HT, c— 1 f BEDROOM #4 O OD O 1 _0, 52" g1_g„ 32" 7'-1" 2 2'-3" 3'-7" 3'-7" 2'-82" i L.I / HATCH WALLS = INDICATE 10'-1" SIN (0 Southold Town PLATE HEIGHT co Board of Trustees I , 00 ABOVE SUB-FLOOR bo i o0 I = A I = I 'IN I 'IN I I UIN I I I I I I I I I O I I I I I � KAZEL ARNITS R�o I I ti 2 Windemere Court, P.O. Box 169, Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 El I I keri@kazelarchitects.com I I L ---R------------------- ---- _j 1 11 ' Proposed Home for: DJ Custom Homes 265 Arshamomaque Avenue 5'-4" 5'-4" 3'�2" 3' 10" Southold, New York 11971 10'-01, 10'-8" T-22" 12'-12" Town of Southold County of Suffolk ALL EXTERIOR HEADERS TO BE 3-2x 10 MIN. 40'-0" SCTM #: 1000-56-2-14 FEMA: X ALL INTERIOR HEADERS TO BE 2-2x 6 MIN. UNLESS OTHERWISE NOTED. S-1 S-1 Second Floor Plan A6 A6 ALL FRAMING LUMBER TO BE DOUG FIR#1 UNLESS OTHERWISE NOTED. Date: April 16, 2024 ALL DIMENSIONS ARE TAKEN SECOND FLOOR PLAN FROM FACE OF STUDS (U.O.N.) SCALE: 1/4"=V-0" Scale: As noted A4 Project No. NOTES: 0 WINDOW & GLASS DOOR SCHEDULE ROUGH Uj a OPENING ¢ W w Of W w w w = S-1 F=- � N.I.F.) Uj J ¢ ti -' � -' 2 C� _ A6 < W � C9 W � U' � 0 w W � Y � W = _ � W � ZQ � Z � Z J 2 h- Y p w z p w z w z U - p z ¢ 14'-7"GABLE WIDTH ZW p O ¢ _ of � w � w ¢ O + ¢ w ¢ W g U = C0 � w0 � W0 W0 U) 0 = O A 3050 ANDERSEN 100 SERIES 3'-0" 5'-0" 6.38 5.79 32 2616 .30 .28 30/30 SEE 3 OVER 1 13 EGRESS SINGLE HUNG-LOW E ELEVATIONS TYPICAL ROOF CONSTRUCTION: B 3046-2 ANDERSEN 100 SERIES-DOUBLE 6'-0" 4'-6" 21.34 .30 .30 30/30 7'-0" 3 OVER 1 2 35 YEAR ARCHITECTURAL ASPHALT SHINGLES L-J 12 12 L_J SINGLE HUNG-LOW E (COLOR: DETERMINED BY OWNER) 4 2 12 SYMBOL LEG EN D 15#ROOF FELT& ICE AND WEATHER SHIELD C 2020 ANDERSEN 100 SERIES 2'-0" 2'-0" 2.07 .28 .26 30/30 T-0" 2 LITE 2 1/2" PLYWOOD SHEATHING ¢ - - R-38 OPEN CELL SPRAY 2x 8 RAFTERS m 2x 8 RAFTERS I=� EARTH AWNING-LOW E FOAM INSULATION(HOT ROOF) @ 16"O.C. W @ 16"O.C. I-�I i I I-I� D 3030 ANDERSEN 100 SERIES T-0" T-0" 5.94 .30 .28 30/30 8'-0" CUSTOM 1 RAFTERS AS NOTED ALIGN FASCIA p = '�'`'�''�� ' ` '� ' '' POURED CONCRETE ER 0 AWNING-LOW E = BOARDS OR 8" CMU BLOCK E 3020 ANDERSEN 100 SERIES T-0" Z-0" 3.50 .30 .28 30/30 7'-0" 3 LITE 1 AWNING-LOW E N 0 J EXISTING STUD WALL gym = --------------------------------- ------------------------------------ < 0 TO REMAIN F 3050-2 ANDERSEN 100 SERIES-DOUBLE 6'-0" 5'-0" 12.76 5.79 32 2616 .30 .28 30/30 T-0" 3 OVER 1 4 EGRESS 1 R905.1.2 ICE BARRIERS. EXISTING STUD WALL SINGLE HUNG-LOW E ______ __ ----____� TO BE REMOVED � r ----------------- IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE G 3060 ANDERSEN 100 SERIES- 3'-0" V-0" 14.50 .30 .28 30/30 T-0" 3 OVER 1 2 TEMPERED " W i FORMING ALONG THE EAVES CAUSING A BACKUP OF 1'-0 1 O N 1'-4" 1 1 1'-4" WATER AS DESIGNATED IN TABLE R301.2(1),AN ICE SINGLE HUNG-LOW E GABLE c0 �F 1 12 12 NEW 2x 4 OR 2x 6 " 1 I 9 „ - J O.H. I 1 O.H. BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES, @ �� O.H. 1 1 -4 W 4f �4 STUD WALL 16 O.C. H 9070 JELD WEN-PREMIUM VINYL I;V-4500) 9'-0 7-0 41.4 .30 .30 40/45 7-0 CUSTOM 1 3 PANEL SLIDING PATIO DOOR LOW E I x O.H. o = I ¢ I01 F HIN AND S, MINERAL-SURFACED ROLL - ¢ i 2x 8 RAFTERS m 2x 8 RAFTERS ROOFING, SLATE AND SLATE-TYPE SHINGLES,WOOD JOISTS OR EQUAL i "v = co =O' = O I @ 16"O.C. w @ 16"O.C. SHINGLES AND WOOD SHAKES.THE ICE BARRIER SHALL JOISTS ABOVE 1 O O O i CONSIST OF NOT FEWER THAN TWO LAYERS OF J 6070 JELD WEN- PREMIUM VINYL(V-4500) 6'-0" T-0" 13.8 .30 .30 40/45 T-0" CUSTOM 1 ___ _ _ ___ _ 1 __ _ i � i UNDERLAYMENT CEMENTED TOGETHER, OR A 12 12 i i o i SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET AS SECTION DETAIL 2 PANEL SLIDING PATIO DOOR-LOW E X SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT OR EQUAL I--- -- ---- � � ----- ------- :..:::��:::.�::©.�..........-1.4....... - - --- 61- �.t '`:::::.......... :::::'N tU _ ... AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF S-1 .. ::::.. K 3036-2 ANDERSEN 100 SERIES-DOUBLE 6'-0" 3'-6" 7.58 .30 .30 30/30 7'-0' 3 OVER 1 1 1 GABLE 6 O :: :;:. ;` :i SURFACES TO A POINT NOT LESS THAN 24 INCHES (610 BUILDING SECTION O.H. I GABLE G :::'::'::':::':':'::'::... :.:......:.....:. ::: :: I MM INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. SINGLE HUNG-LOW E i O.H. �L-C9� :.:: :: : :: : :::: ::: : �'�Q ::::.... ::..:.:....::::::..:. .. :.�� ) �y ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 C� /� :.::::::::;:;::::::. ::.::::. :::.....:: ::: : ::: P i L 4030 ANDERSEN 100 SERIES- 4'-0" S-0" 8.38 .30 .28 30/30 7-0 CUSTOM 1 1 w W U w I :: `0+ y J I UNITS VERTICAL IN 12 UNITS HORIZONTAL,THE ICE _ WINDOW 1 1 1� M w O �1 JQ 2x 8 OVERLAY << ' ;: ::::::::::::::: ::::;. I BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 AWNING-LOW E i I 1 �� I RAFTERS @ 16"O.C. i INCHES(914 MM)MEASURED ALONG THE ROOF SLOPE M 3036 ANDERSEN 100 SERIES- T-0" 3'-6" 3.79 .30 .28 30/30 T-0" 2 OVER 1 1 1 I X I I 9 '' >:::.;;.:+ I = _ = i m co 0o I O,� FROM THE EAVE EDGE OF THE BUILDING. ELEMENTS ABOVE SINGLE HUNG-LOW E I W N N N I EXCEPTION: DETACHED ACCESSORY STRUCTURES 1'-0" 1 U_ 1 ' ' I I 1'-0" NOT CONTAINING CONDITIONED FLOOR AREA. 1 M M I N 3020-2 ANDERSEN 100 SERIES- DOUBLE 6'-0" 2'-0" 7.0 .30 .28 40/40 12'-0" 3 LITE 1 ALIGN OVER GABLE 9 GABLE GIRDER / HEADER ABOVE AWNING-LOW E WINDOW F BELOW O.H. co - J i X cn 1 O.H. CONTRACTOR AND/OR WINDOW MANUFACTURER EGRESS WINDOW i N I ROOF I - - - w 0 i TO VERIFY ALL SIZES,MAKE, MODELS,ROUGH OPENINGS, THIS UNIT MUST MEET OR EXCEED: BEND c0 i ® POST DOWN MASONRY OPENINGS,GRILL LAYOUTS AND QUANTITIES 1)CLEAR OPENABLE AREA OF 5.7 SQ.FT. I OF WINDOWS AND DOORS PRIOR TO PLACING ORDER. 2)CLEAR OPENABLE WIDTH OF 20" I N� W V d I � cX° UB i INTERCONNECTED COMBINATION 3)CLEAR OPENABLE HEIGHT OF 24" I 1 U_ O �r N _ I X SD SMOKE AND CARBONMONOXIDE i -"CO DETECTORS AS PER R314 OF THE 1 IRCONYS AND 915 OF THE IFCONYS X @� r- N 1 1'-0" 2x 10 RIDGE BEAM 1 -GABLE O.H. CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MAINTAINING JOB SITE SAFETY DURING THIS PHASE 1 2x 10 RIDGE BM OF WORK&SHALL COMPLY WITH ALL APPLICABLE �L I i FEDERAL, STATE,&LOCAL REGULATIONS INCLUDING 2x 8 RAFTERS BUT NOT LIMITED TO BUILDING CODES, OSHA 1 I i i @ 16 O.C. REGULATIONS. LIFE SAFETY CODES, & HAZARDOUS MATERIAL REMOVAL& DISPOSAL. cn ROOF 1 2- 14"x 14" LVL RIDGE BEAM 2- 1a"x 14"LVL RIDGE BEAM i W v BEND i THE CONTRACTOR SHALL INDEMNIFY&HOLD O I _ I 1 r- 1z = 3-2x 8 i HARMLESS THE OWNER, THE ARCHITECT,AND RAFTERS i r THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES GABLE c� 1� cn i i 1 I ARISING OUT OF OR RESULTING FROM ANY OF THE O.H. I~ w U I NI 1 ITEMS LISTED ABOVE. I i LL- N V_ d Q i WU WU v� WCU 1 I i c0 I i- O F O O 1 THE CONTRACTOR SHALL VERIFY ALL FIELD I I i 1 /ram 1-0 W U_ U_ _ 1 1 -0 1 co co 1 I c0 c0 c0 1 1 1 CONDITIONS AND NOTIFY THE ARCHITECT OF ANY O 1 N i X X @� x 1 GABLE r GABLE r- I N N I CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE DOOR SCHEDULE 1 L N I O.H. 00 co 0 I O.H. 1 I M 6' c; i 1 X X X I I I RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. Y W Z m GABLE- i N N N ?� Q LOCATION N COMMENTS Q i 1 i THE ARCHITECT SHALL BE HELD HARMLESS BY ANY - ROOF BEND AGENCY FOR ANY"ERRORS&OMISSIONS"ON m i i T i : :;:2+:.. 0 THESE DOCUMENTS. . ....: :::. ..... :.. ----J 1 . 70 ::::::. ::. ::. :::. 3-2x 8 U- - I FIRST FLOOR I L 1 '� RAFTERS C0 THE CONTRACTOR IS SOLEY RESPONSIBLE FOR co R905.2.6 ATTACHMENT.ASPHALT SHINGLES 1 1 I 2x 8 OVERLA L X Ua I SHALL HAVE THE MINIMUM NUMBER OF METHODS&MEANS' OF CONSTRUCTION. THE 1 FRONT ENTRY DOOR 3-0 x 7-0 RH THERMA-TRU SU EXTERIOR DOOR-FIBERGLASS 2x6 I i:::...... ................ RAFTERS 9� " �I N I FASTENERS REQUIRED BY THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD DOOR INSULATED WITH 2-l'-6"x T-0"SIDELITES 1 O '` ' ' .� @ �F 1� �1 1 MANUFACTURER'S APPROVED INSTALLATION 16 O.C. {- :; w v w SUPERVISION. SECURITY LOCK&DEAD BOLT I w U = ('i:::::::::c ::;:;::::;:: ::::::::::::: �P �y i- E INSTRUCTIONS, BUT NOT LESS THAN FOUR F- O O r:::......::::,y :. .:.. -1 C' U_ NI w O N " �' "''' ' ' ' �' 2x 8 RAFTERS '� FASTENERS PER STRIP SHINGLE OR TWO 2 OVERHEAD GARAGE DOOR 8'-0"x 8'-0" OH VINYL DOOR WITH 2x4 i c� FASTENERS PER INDIVIDUAL SHINGLE.WHERE SIDE MOUNT OPENERS WITH REMOTE i J 16 O.C. 1 ico ool 1'-0" i aU 1'-0" �'� ¢ i N N �N i �I THE ROOF SLOPE EXCEEDS 21 UNITS 3 EXTERIOR GARAGE DOOR 3'-0"x 7'-0" LH THERMA-TRU SU EXTERIOR DOOR- 2x4 GABLE N GABLE �� 12 w 12 1 M 6" A v I VERTICAL IN 12 UNITS HORIZONTAL(21:12, '` 4� m �4 1 i 175-PERCENT SLOPE SHINGLES SHALL BE DOOR INSULATED O.H. L- -- - ----_- O.H. I : : �+ GABLE- FIBERGLASS i i INSTALLED IN ACCORDANCE WITH THE 4 LAUNDRY ROOM TO GARAGE 3'-0"x T-0" LH FARE RATED SELF CLOSING, INSULATED 2x6 i 2x 8 RAFTERS _ I MANUFACTURER'S APPROVED INSTALLATION :. : @ 16"O.C. _`t = i co = I = INSTRUCTIONS. 5 LAUNDRY ROOM 3'-0"x T-0" PKT 2x6 = 2x 10 RIDGE BM I > O i (� O 1 O {-� �'� � 2x 8 RAFTERS i \ i ! 6 WALK-IN PANTRY 2'-4"x T-0" LH 2x4 _ i I @ 16"O.C. a = 1 2x 8 RAF ERS x I .......... ....... .......� a 'T �� 1 -4 L .. :. ..::::.......... ....... ....... 2x 8 OVERLAY - RAFTERS @ 16 O.C. 7 LAVATORY 2-4 x 7-0 PKT PRIVACY LOCK 2x4 O i 16"O.C. N O.H. a @ P rc :::: ALIGN FASCIA �!p:::::::. . .. . 8 BASEMENT STAIR 2'-8"x T-0" RH WEATHER STRIP 2x4 BOARDS i 1 '` �' ✓9 :::.......... :::: :::� Souti plc sovan i .:: .;, .\�. O...: ::':.::::. ........� 1 0 to . ' GABLE Board ofTrus es 9 CLOSET 2'-0"x T-0" LH 2x4 I -- --------- ---r- :::. O.H. i I 2x 8 2x 8 O.H. I RAFTERS RAFTERS � 10 BEDROOM/OFFICE 6'-0"x T-0" DBL PRIVACY LOCK 2x4 1 12 1 @ 16"O.C. @ 16"O.C. c :::a 4 2x 8 RAFTERS i w 11 BEDROOM/OFFICE CLOSET 4'-0"x T-0" DBL BALL CATCH 2x4 I @ 16"O.C. 1 12 1� _ Q ;� -14 O.H. r- O i Q 12 PRIMARY BEDROOM 2'-6"x T-0" LH PRIVACY LOCK 2x4 L------ ----- -------- ----� N �L I m i 12'-0" PLATE HEIGHT 13 PRIMARY BATHROOM 2'-4"x 7'-0" LH PRIVACY LOCK 2x4 m `r i 4F p -14 i i 12 12 FROM 1ST FLOOR 14 WATER CLOSET 2'-4"x T-0" PKT PRIVACY LOCK 2x4 - U 1 1 O 9 � 2x8 J 2x8WP KAZEL AUHITMIRE W . co RAFTERS i 15 WALK-IN CLOSET 2'-4"x 7'-0" PKT 2x4 O U_ X 1'-4" RA 6T O.C. �ERS � @ 6"O.C. 1 1'-4" SECOND FLOOR _`r �L O.H. 1 @ �� 1 o.H. 2 Windemere Court, P.O. Box 169, Speonk,NY 11972 16 BEDROOM#2 2'-6"x 7'-0" LH PRIVACY LOCK 2x4 c70 v �' ; Phone: 631-874-2925 Fax: 631-874-7377 ' keri@kazelarchitects.com 17 BEDROOM#2 CLOSET 5'-0"x T-0" DBL BALL CATCH 2x4 i Proposed Home for: 18 BEDROOM#2 BATHROOM 2'-4"x T-0" RH PRIVACY LOCK 2x4 T '- " - " RH 2x4 12'-0"PLATE HEIGHT 4 m = = p - m = DJ Custom Homes 19 BEDROOM#3 2 6 x 7 0 PRIVACY LOCK FROM 1ST FLOOR - ¢ O p 0 0 0 w - ; 0 265 Arshamomaque Avenue 20 BEDROOM#3 CLOSET 5'-0"x T-0" DBL 2x4 NI � �00 2x 8 RAFTERS @ 16"O.C. Southold New York 11971 21 BEDROOM#3 BATHROOM 2'-4"x 7'-0" LH PRIVACY LOCK 2x4 �� AT SHED ROOF BELOW Town of Southold ' ROOF PLAN TOP OF PLATE AT 8 9 A.F.F. Y Count of Suffolk 22 BEDROOM#4 2-6x7-0 LH PRIVACY LOCK 2x4 SCALE: 1/4 -1 -0 s-1 s-1 23 BEDROOM#4 CLOSET 2'-4"x T-0" RH 2x4 A6 A6 SCTM #: 1000-56-2-14 FEMA: X 24 BEDROOM#4 BATHROOM 2'-4"x T-0" LH PRIVACY LOCK 2x4 HATCHED AREA INICATES AREA OF ONE ROOF BUILT OVER ANOTHER Roof Plan 25 HALL BATHROOM 2'-4"x T-0" RH PRIVACY LOCK 2x4 LOWER ROOF TO BE BUILT FIRST 26 BONUS ROOM 2'-6"x T-0" LH PRIVACY LOCK 2x4 Date: April 16, 2024 27 LINEN CLOSET 2'-4"x'7'-0" LH 2x4 Scale: As noted A5 Project No. TYPICAL EXTERIOR NOTES: WALL CONSTRUCTION: BOARD&BATTEN SIDING COLOR BY OWNER TYVEK HOUSE WRAP OR EQUAL TYPICAL ROOF CONSTRUCTION: "' PLYWOOD SHEATHING 35 YEAR ARCHITECTURAL ASPHALT SHINGLES R-19 BATT INSUL. (PICTURE FRAME AIR (COLOR: DETERMINED BY OWNER) SEAL TO MEET BLOWER DOOR REQM'T) SIMPSON H10S 15#ROOF FELT& ICE AND WEATHER SHIELD 2x 6 STUDS @ 16"O.C. HURRICANE TIES 1/2"PLYWOOD SHEATHING 2"GYPSUM WALL BOARD AT EACH RAFTER 2- 14"x 14"LVL RIDGE BEAM R-38 OPEN CELL SPRAY TO PLATE CONNECTION 2x 4 COLLAR TIES @ 16"O.0 FOAM INSULATION (HOT ROOF) .PROVIDE 6"BLIND FLASHING AT RAFTERS AS NOTED ROOF AND WALL INTERSECTION 2x 8 RAFTERS 2x 8 RAFTERS @ 16"O.C. 2x 6 KNEE WALL TO @ 16"O.C. 2x 8 CEILING UNDERSIDE OF RAFTERS SIMPSON LRU28Z 2x 8 CEILING JOISTS @ 16"O.C. FACE MOUNT RAFTER JOISTS @16"o.C. SYMBOL LEGEND HANGERS AT EACH RAFTER 12 4 SIMPSON H10S HURRICANE TIES SIMPSON H10S HURRICANE TIES _ _ AT EACH RAFTER TO PLATE CONNECTION I11=I I I=III=1 AT EACH RAFTER TO PLATE CONNECTION PROVIDE EAVE BLOCKING I-III-11 I-1 I EARTH PROVIDE EAVE BLOCKING 1'-0" BETWEEN RAFTERS(TYP) EN, ,s " POURED CONCRETE GABL 1x 8 FASCIA BOARDS WITH `' ;. '?`: OR $�� CMU BLOCK BETWEEN RAFTERS(TYP) T.O.2ND FLR -' ' O.H. _ - - -uN-VENTED SOFFIT - _ - - - - EXISTING STUD WALL 2x 8 RAFTERS @ 16"O.C. 3-2x 8 CJ PLATE TO REMAIN SIMPSON H10S WINDOW 3- 14"x 94" FLUSH 1 DORMER BEYOND HURRICANE TIES LVL HEADER WITH 1" I ,- „ AT EACH RAFTER KNEE WALL TO 2 G. B. ON WALLS 3 1 ' 1 4 UNDERSIDE OF AND CEILING(TYP)-- 3- 1a x 9a LVL I O.H. O EXISTING STUD WALL HEADER SET 0 ~ C ] TO HEADER CONNECTION RAFTERS 8'-1"CLG. HT. 3 i PROVIDE 6" BLIND FLASHING AT _j � TO BE REMOVED 3-2x 12 HEADER WITH BALCONY a T& SUB-FLOOR GLtJE D ROOF AND WALL INTERSECTION o w 1� ,� 2-2x 6 PLATE SET PLATE 3- 14"x 118" AND AILED (TYPICAL) ABOVE @ 7.1 i 2x 8 NAILER POSITIVELY ANCHORED INTO STUDS O w I NEW 2x 4 OR 2,x 6 GABLE HEIGHT @ 9'-21"ABOVE LVL FLUSH SIMPSON TB27 CROSS SUB-FLOOR i U STUD WALL @ 16 O.C. PROVIDE SIMPSON LRU28Z FACE MOUNT RAFTER w O.H. T.O. FOYER 12 �° HANGERS AT EACH RAFTER JOISTS ABOVE SUB-FLOOR. PACK-OUT —BRIDGING 8'-0" MAX ' WALL PLATE TO COLUMN WIDTH. 4 f� 36" HIGH � n- JOISTS _ _ _ _ _ _ _ _ 11g I(210) FLOOR RAILING �4 2x 8 RAFTERS @ 16"O.C. o0 1x 8 FASCIA BOARDS WITH JOISTS @ 16"O.C. i T.O.2ND FLR STAIRWAY& '-i SUB-FLOOR 5 SECTION / DETAIL UN-VENTED SOFFIT i - - - - - - - - - - - - _ UN-VENTED HANDRAIL AS PERL�x 1XIAXI3- 14"x 11$"LVL - - - - SECTION R311.7& _ _ _ _ _ _ T.O. 1ST FLR A5 _ SOFFIT TO FLUSH HDR PLATE 4" F- w UNDERSIDE R311.7.8 OF THE 2"G.W.B. ON WALLS UNDER WALL 2x 6 CEILING JOISTS y S-1 O.H. g OF RAFTERS RCONYS AND CEILING (TYP) ABOVE @ 16"O.C.WITH V-4" A5 BUILDING SECTION w o 10"x 10" PLAIN SQUARE, PERMA-CAST, SIMPSON LUS26 FACE O.H. ►- _ 8'-4" PORCH O.H. 0. VA LTED 2x 4 EILING 9'-1"CLG. HT. 2-31"x 118"LVL MOUNT JOIST HANGERS s �, �- LOAD BEARING COLUMNS(18,000#) of 3- 1- x 14 LVL HEADER 0 1.- VAULTED CLG. ►- O O ¢ Q U W WITH COLUMN-LOC BY"HB&G"OR JOIS S @ 16" .0 KITCHEN LOW HEADER AT LVL HEADER 4 O = WINDOW _ W O W �- EQUAL WITH CAP& BASE(TYPICAL) COVERED LG. PRIMARY 0 W _ � 0 g = 3"T&G SUB-FLOOR GLUED 9'-1"CLG. HT. f- w Lu o o w a PORCH F YER g_1 a � _ BEDROOM = w N 00 A; PROVIDE SELF-ADHERING MEMBRANE J CLG. HT. AND NAILED (TYPICAL) GREAT ROOM PROVIDE SELF-ADHERING MEMBRANE w — — — — — ELEMENTS ABOVE o g = w N p WITH PVC COIL STOCK FLASHING U WITH PVC COIL STOCK FLASHING U_ Q a - �, - LAV SIMPSON TB27 CROSS W in 00, BETWEEN WOOD AND CONCRETE CO 3„ �„ BRIDGING @ 8'-0" MAX. n- BETWEEN WOOD AND CONCRETE � -' o 20 4"P.C. SLAB WITH 10/10, ►� 2-1a x 1$ 4"P.C. SLAB WITH 10/10, °' — GIRDER / HEADER ABOVE Z6x 6 W.W.M.WITH LVL FL SH 117"TJI (210)FLOOR 6Z,_�LUESTONE 6 W.W.M.WITH _ - - 1" BLUESTONE CAP - - - JOISTS @ 16"O.C. CAP - - - - - - ® POST DOWN T.O. 1ST FLR. T.O. 1ST FLR. T.O. BSMT PLATE ,.;,,.: ''"'' _ _ _ _ _ _ _ _ f "''' ?ea: - _ _ T.O. BSMT PLATE INTERCONNECTED COMBINATION : t LVL FLUSH 2x 6 LOW PLATFORM s�� 1�, `: �� SD SMOKE AND CARBONMONOXIDE PROVIDE 2 GYPSUM Y`' 2 SLAB SEAT 1 JOISTS @ 16"O.C. LVL GIRDER "`' = 2"SLAB SEAT 3- 1a x 9a LOW "' ,. _ —y CO DETECTORS AS PER R314 OF THE O '`'' STAIRWAY& ,� WALLBOARD MEMBRANE C� IRCONYS AND 915 OF THE IFCONYS 7-11 HIGH CLG. + U T ` HANDRAIL AS PER 2-2x 6 LOW HDRS TO THE UNDERSIDE OF = U ~ SECTION R311.7& ANCHORED TO 4"DIA. STEEL LALLY UN-FINISHED THE FLOOR FRAMING $' H Z -:�s'1, ;:� BASEMENT `:f';.;, ; ;, ; CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR _.` ;+:t R311.7.8 OF TH 4x 4 POSTS COLUMN ON 30 x 30'x 15 MEMBER AS PER SECT. w '`�� � MAINTAINING JOB SITE SAFETY DURING THIS PHASE w 2-2x 6 P.T. SILL PLATES WITH SILL SEAL RCONYS ANCHORED TO DEEP POURED CONC. •`' R302.13 OF THE RCONYS. 2-2x 6 P.T. SILL PLATES WITH SILL SEAL w OF WORK&SHALL COMPLY WITH ALL APPLICABLE Q AND TERMITE SHIELD(TYP) SLAB WITH SIMPSON FOOTINGS WITH 4" POURED CONCRETE SLAB ',=' 00 RPBZ POST BASE 3-#5 RE-BAR E.W. WITH 6 MIL. POLY.VAPOR (R-11) DRAPED BATT AND TERMITE SHIELD(TYP) m FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING INSULATION OVER . BUT NOT LIMITED TO BUILDING CODES,OSHA 5/8" DIA STEEL ANCHOR BOLTS MAX 37"O.C. "' AND SIMPSON BARRIER OVER 6"THICK 5/8"DIA STEEL ANCHOR BOLTS MAX 37"O.C. r EXPOSED FND WALLS '' REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS WITHIN 12" FROM ENDS OF EACH SILL PLATE ;-,.;, �"::'°• ' , BC4 POST CAP CRUSHED STONE .; . WITHIN 12" FROM ENDS OF EACH SILL PLATE � LINE OF PIECE. EXTEND BOLTS MIN 7" INTO FND& `"" LINE OF BSMT SLAB MATERIAL REMOVAL& DISPOSAL. <•. ;,.:. "��•. PIECE. EXTE ND BOLTS MIN 7 INT FND& BSMT SLAB SECURE TO SILL W/ 3 SQUARE WASHER :, ,, <;; � � - " • �"��" "'- �`�-''`'�'� "'�"'''��'•`""`�� � SECURE TO SILL W/ 3 SQUARE WASHER AND TIGHTENED NUT TO EACH BOLT. +- x° AND TIGHTENED NUT TO EACH BOLT. THE CONTRACTOR SHALL INDEMNIFY& HOLD L _ _ J L _ _ J L _ _ -1L _ _ -1HARMLESS THE OWNER, THE ARCHITECT,AND 10"POURED CONCRETE FOUNDATION 10"POURED CONCRETE FOUNDATION THEIR AGENTS&EMPLOYEES FROM AND AGAINST WALL ON 20"x 10"P.C. FOOTINGS WITH WALL ON 20"x 10"P.C. FOOTINGS WITH ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 3-#5 RE-BARS IN BOTTOM WITH 3-#5 RE-BARS IN BOTTOM WITH ARISING OUT OF OR RESULTING FROM ANY OF THE BUILDING SECTION: S-2 WATERPROOFING BUILDING SECTION: S-1 TEMPORARY WALL BRACING NOTE: WATERPROOFING ITEMS LISTED ABOVE. WALLS TO BE BRACED DURING CONSTRUCTION SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" TO PREVENT BOWING OF TOP PLATES. DO NOT THE CONTRACTOR SHALL VERIFY ALL FIELD REMOVE BRACES UNTIL WALLS AND ROOF ARE CONDITIONS AND NOTIFY THE ARCHITECT OF ANY FULLY SHEATHED. CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. ALL STACK VENTS SECTION P3103 114"V TO BE NOT VISIBLE 111 4"v FROM FRONT OF VENT TERMINALS HOUSE(TYPICAL) 1 — P3103.1 VENT PIPES TERMINATING OUTDOORS. VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE OUTDOORS THROUGH THE ROOF OR A 3JV I 2"V I — — — _ 3�v \ \„V SHARED SIDEWALL OF THE BUILDING IN ACCORDANCE WITH WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS P3103.1.1 TABLE P3201.7 E, C E I V SIZE OF TRAPS FOR PLUMBING FIXTURES I I T — _ _ — — I � BATH THROUGH P3103.1.4 � HALL I T -_ ti I 2"f✓ 1 1/4"IV � 2"IV 1 1/4"Iv � � TRAP SIZE � ^�^+ 1 � I BATH I I 1 1' P3103.1.1 ROOF EXTENSIONS. PLUMBING FIXTURE MINIMUM 1 1/4"IV I 1 1/4-IV 1 OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET THE CONDITIONS OF SECTION P3103.1.2 OR (INCHES) 1 I P3103.1.3 SHALL TERMINATE NOT LESS THAN 6 INCHES (150 MM)ABOVE THE ROOF OR 6 INCHES (150 MM)ABOVE THE Soulhal: Town 21.1V TUBI 2„V 2"Iv ANTICIPATED SNOW ACCUMULATION, WHICHEVER IS GREATER. Board ofTnrs!ees �tj 2ND FLR I I 1 2ND FLR BATHTUB(WITH OR WITHOUT P3103.1.2 ROOF USED FOR RECREATIONAL !PURPOSES. SHOWER HEAD AND/OR 12 1 1/4" 2"W I 1 1/4" 2°W WHERE A ROOF IS TO BE USED FOR ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR SUNBATHING DECK, OR WHIRLPOOL ATTACHMENTS) z„v' , —I 4"W CO I a•w co FOR SIMILAR PURPOSES, OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET (2134 MM)ABOVE THE ROOF. BIDET 11 Co J CO J 2"v _ — — T — — — — — P3103.1.3 ROOF EXTENSION COVERED. CLOTHES WASHER STANDPIPE 2 ( — — — — WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND IS COVERED BY EITHER A ROOF-MOUNTED I I I — — I— I I PANEL SUCH AS A SOLAR COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT OPENING OR A ROOF DISHWASHER ON SEPARATE TRAP 11 11/4"IV 11/4'IV HALL I F-PRIMARY 1 I 11/4„Iv 11/4"v 11/4"Iv ( ) ( ) 2 KAZEL LAUNDRY 1 1/4„v 2"IV 2"IV 11/4„v 1 1/a•v I ELEMENT (SUCH AS AN ARCHITECTURAL FEATURE OR A DECORATIVE SHROUD), THE VENT PIPE SHALL TERMINATE AUHITETURE.BATH BATH I I NOT LESS THAN 2 INCHES (51 MM)ABOVE THE ROOF SURFACE. SUCH ROOF ELEMENTS SHALL BE DESIGNED TO FLOOR DRAIN 2 1__� �;� 7 `�� `�� II KITCHEN PREVENT THE ADVERSE EFFECTS OF SNOW ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT. THE KITCHEN SINK(ONE FAI TUBI SHWR Dw PLACEMENT OF A PANEL OVER A VENT PIPE SHALL PROVIDE FOR AN OPEN AREA OF THE PIPE, AS CALCULATED S TWO TRAPS, 1 2 Windemere Court, 1ST FLR7 1ST FLR FOOD WASTE DISPOSER) P.O. Box 169, Speonk,NY 11972 s„v FROM THE INSIDE DIAMETER OF THE PIPE. SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT WITH OR WITHOUT DISHWASHER AND 12 Phone: 631-874-2925 Fax: 631-874-7377 11/2"VV 11/2"W 11/4^w 1 ,/a„ 11/a 2"w 2 w 11/2°w PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING. keri@kazelarchitects.com co co 11CO LAUNDRY TUB (ONE OR MORE 1 a" a„w P3103.1.4 SIDEWALL VENT TERMINAL. COMPARTMENTS) 12 Proposed Home for: cot co 4„s VENT TERMINALS EXTENDING THROUGH THE WALL SHALL TERMINATE NOT LESS THAN 10 FEET FROM THE LOT LINE DJ Custom Homes a"S AND NOT LESS THAN 10 FEET ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET IN ANY DIRECTION LAVATORY 14 HORIZONTALLY OF THE VENT TERMINAL.VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OF A 4„ APPROVED 4"s STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS. SUCH VENT TERMINALS SHALL BE PROTECTED BY A SHOWER(BASED ON THE TOTAL FLOW 265 Arshamomaque Avenue SEEPP TIC SYSTEM co METHOD THAT PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING AND THAT RATE THROUGH SHOWERHEADS AND BODYSPRAYS) Southold, New York 11971 DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. FLOW RATE: Town of Southold 5.7 GPM AND LESS 12 Count of Suffolk P3103.2 FROST CLOSURE. MORE THAN 5.7 GPM UP TO 12.3 GPM 2 y BSMT BSMT WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS 0°F (-18°C) OR LESS,VENT EXTENSIONS MORE THAN 12.3 GPM UP TO 25.8 GPM 3 P L U IVI B I N G RISER DIAGRAM THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES (76 MM) IN DIAMETER. ANY INCREASE IN THE SIZE MORE THAN 25.8 GPM UP TO 55.6 GPM 4 SCTM #: 1000-56-2-14 1 FEMA: X OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT (304.8 MM) INSIDE THE THERMAL ENVELOPE OF THE BUILDING. NO SCALE Building Section Date: April 16, 2024 Scale: As noted A6 1 Project No. NOTES: TYPICAL ROOF CONSTRUCTION: 5/4x 8 RAKE BOARDS 35 YEAR ARCHITECTURAL ASPHALT SHINGLES WITH 1x 3 TRIM OVER (COLOR: DETERMINED BY OWNER) 5/4x 4 FRIEZE BOARDS 15#ROOF FELT& ICE AND WEATHER SHIELD 1/2"PLYWOOD SHEATHING R-38 OPEN CELL SPRAY FOAM INSULATION (HOT ROOF) 5/4x 8 FASCIA BOARDS / \ RAFTERS AS NOTED SYMBOL LEG E N D WITH ALUM GUTTERS AND LEADERS TYPICAL WINDOW TRIM 1. II II �I �� �I �� �� EARTH 1 x4 STYLES / \ 5/4x 6 SILL \ rsh, ~4 :." .` POURED CONCRETE 5/4x 8 HEAD TRIM OR 8" CMU BLOCK TO 2ND FLR _ _ _ _ _ 11-ILIJI UU III T4— - — _ _ _ _ T.O. 2ND FL_R E " EXISTING STUD WALL 6 CORNER BOARDS _ M J 0 TO REMAIN O ►- 6"BLIND FLASHING o = = Q O C--------] _ _ � O � � ° = EXISTING STUD WALL u_ O AT ROOF AND WAL Z = INTERSECTIONS � o A — — _ _j w �, o w TO BE REMOVED O AO = = o = O \'i�- p = 0w �' / wW ~ — ? q � 1_ .o� w ~ �_-7 NEW2x40R2x6 Q`�� w � o ►� B - q °' F cn STUD WALL 16" O.C. o ? — — — — — q bo a5 d T.O.2ND FLR I / N \ I T.O. 2ND FLR �olsTs JOISTS ABOVE SUB FLOOR IT 11 111 W111 11 If 11 111 SUB-FLOOR 5�,_T.O. 1ST FLR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T.O. 1ST FLR A5 SECTION / DETAIL Y PLATE PLATE BRACKETS 5/4x 8 FASCIA BOARDS As BUILDING SECTION WITH ALUM GUTTERS TYPICAL EXTERIOR o !- AND LEADERS WALL CONSTRUCTION: o JO (D I BOARD&BATTEN SIDING I WINDOW U - 5/4x 6 FRIEZE BOARDS u.. - w != COLOR BY OWNER w w > o I ® ® ® D = TYVEK HOUSE WRAP OR EQUAL > o � w — m O F = 00 "PLYWOOD SHEATHING I m Qd _ ~ — — — — — r a Q C7 Q O p g z R-19 BATT INSUL. (PICTURE FRAME AIR Q O ELEMENTS ABOVE o� o O z a § SEAL TO MEET BLOWER DOOR REQM'T) o C� 0) o Q q o 0 2x 6 STUDS @ 16"O.C. o Q - ~ iv 2'GYPSUM WALL BOARD GIRDER / HEADER ABOVE T.O. 1ST FLR.. T.O. 1ST FLR. - - - - - - - - - - - - - - - - - - - - - - - - e POST DOWN INTERCONNECTED COMBINATION r X/ SD SMOKE AND CARBONMONOXIDE Y-V CO DETECTORS AS PER R314 OF THE 36" HIGH RAILING 10"x 10" PLAIN SQUARE, PERMA-CAST, IRCONYS AND 915 OF THE IFCONYS 16-6"SETBACK R312 GUARDRAILS: PORCHES BALCONIES AND LOAD BEARING COLUMNS(18,000#) 18'-6"SETBACK .01 STAIR LANDINGS 30"ABOVE FLOOR OR GRADE WITH COLUMN-LOC BY"HB&G"OR CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR TO BE INSTALLED WITH 36" HIGH RAILINGS, EQUAL WITH CAP&BASE (TYPICAL) 5/4x 10 BASE TRIM BALUSTERS NOT TO ALLOW PASSAGE OF A WITH DRIP CAP ABOVE MAINTAINING JOB SITE SAFETY DURING THIS PHASE FRONT ELEVATION SPHERE 4" OR MORE IN DIAMETER. FE WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING SCALE: 1/4"=V-0" BUT NOT LIMITED TO BUILDING CODES, OSHA REGULATIONS. LIFE SAFETY CODES, & HAZARDOUS MATERIAL REMOVAL& DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY&HOLD HARMLESS THE OWNER,THE ARCHITECT,AND THEIR AGENTS& EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON TYPICAL ROOF CONSTRUCTION: THESE DOCUMENTS. 35 YEAR ARCHITECTURAL ASPHALT SHINGLES (COLOR: DETERMINED BY OWNER) THE CONTRACTOR IS SOLEY RESPONSIBLE FOR \ 15#ROOF FELT& ICE AND WEATHER SHIELD "METHODS&MEANS"OF CONSTRUCTION. THE 1/2"PLYWOOD SHEATHING ARCHITECT IS NOT RESPONSIBLE FOR FIELD R-38 OPEN CELL SPRAY SUPERVISION. FOAM INSULATION (HOT ROOF) RAFTERS AS NOTED T.O. 2ND FLR _- 2ND FLR PLATE - - - - - - - - - - - - - - - - - - - - - - - - PLATE - - - TYPICAL EXTERIOR cCEIk/ E °O WALL CONSTRUCTION: o U BOARD&BATTEN SIDING O J = Z = COLOR BY OWNER C7 e;^i O w = TYVEK HOUSE WRAP OR EQUAL Z = OW W g LLI LE AO o 2'PLYWOOD SHEATHING w ~ SoutholdTawn a — o R-19 BATT INSUL. (PICTURE FRAME AIR BoardoiTrustees � g i� SEAL TO MEET BLOWER DOOR REQM'T)00 a 2x 6 STUDS @ 16"O.C. 00 T.O. 2ND FLR \ T.O. 2ND FLR SUB FLOOR \ \ "GYPSUM WALL BOARD SUB-FLOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �.�T.O. 1ST FLR _T.O. 1ST FLR -PLATE - - - - - - - - - - - - - - - - - - - - - - - - - PLATE - - O 1: O h Oo Oq u- w u_ w IX _ = O � = � W � W KAZEL ARHITETURE � a o � a 2 Windemere Court, P.O. Box 169, Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 T.O. 1ST FLR. T.O. 1ST FLR. keri@kaZelarchitects.Com Proposed Home for: DJ Custom Homes 265 Arshamomaque Avenue Southold, New York 11971 LEFT SIDE ELEVATION Town of Southold SCALE: 1/4"=V-0" County of Suffolk SCTM #: 1000-56-2-14 KEMA: X Elevations Date: April 16, 2024 Scale: As noted A 7 Project No. NOTES: 5/4x 8 RAKE BOARDS WITH 1x 3 TRIM OVER 5/4x 4 FRIEZE BOARDS 6" BLIND FLASHING TYPICAL ROOF CONSTRUCTION: AT ROOF AND WALL 35 YEAR ARCHITECTURAL ASPHALT SHINGLES INTERSECTIONS SYMBOL LEG EN D (COLOR: DETERMINED BY OWNER) 15#ROOF FELT& ICE AND WEATHER SHIELD 12' PLYWOOD SHEATHING 11 R-38 OPEN CELL SPRAY 11 IilTII 111111 111 11 1111 FOAM INSULATION (HOT ROOF) POURED CONCRETE RAFTERS AS NOTED " `' •�� `-f• ;� U BLOCK r.o. 2ND FLR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T.O.2ND FLR �:'LATE - - - - PLATE EXISTING STUD WALL TYPICAL METAL ROOF o CONSTRUCTION: o TO REMAIN = STANDING SEAM METAL ROOFING � (COLOR: DETERMINED BY OWNER) I � = EXISTING STUD WALL o w TO BE REMOVED z = 15#ROOF FELT& ICE AND WEATHER SHIELD Z = ° w NEW2x4OR2x6 U U 1i2"PLYWOOD SHEATHING O OA a STUD WALL @ 16" O.C. W J RAFTERS AS NOTED co co JOISTS JOISTS ABOVE T.O. 2ND FLR ;SUB-FLOOR - - T.O.2ND L - _ _ - _ - _ - - - - _ SUB-FLOOR '?LATE _ FLR _ _ _ _ _ _ _ _ _ 5 SECTION / DETAIL T.O. 1ST I - - T.O. 1 ST FLR A5 TYPICAL EXTERIOR PLATE WALL CONSTRUCTION: S-� BUILDING SECTION A5 � BOARD&BATTEN SIDING COLOR BY OWNER o WINDOW 0 TY (D VEK HOUSE WRAP OR EQUAL tLLL - � _ 1" PLYWOOD SHEATHING O O U) W — — — — �_ w R-19 BATT INSUL. (PICTURE FRAME AIR w a SEAL TO MEET BLOWER DOOR REQM'T) OA OA OA AO a — — — — — ELEMENTS ABOVE a 2x 6 STUDS @ 16"O.C. J GYPSUM WALL BOARD — GIRDER / HEADER ABOVE T.O. 1 ST FLR. - - - - - - - - - - - - - - - - - - - - - - - - T.O. FLR. ® POST DOWN JL :fl INTERCONNECTED COMBINATION X/�SD SMOKE AND CARBONMONOXIDE CO DETECTORS AS PER R314 OF THE IRCONYS AND 915 OF THE IFCONYS RIGHT SIDE ELEVATION CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR SCALE: 1/4"=1'-0" MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES, OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS MATERIAL REMOVAL& DISPOSAL. THE CONTRACTOR SHALL INDEMNIFY& HOLD HARMLESS THE OWNER, THE ARCHITECT,AND THEIR AGENTS&EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE ITEMS LISTED ABOVE. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY AGENCY FOR ANY"ERRORS&OMISSIONS"ON THESE DOCUMENTS. / I TYPICAL ROOF CONSTRUCTION: THE CONTRACTOR IS SOLEY RESPONSIBLE FOR 35 YEAR ARCHITECTURAL ASPHALT SHIN LES "METHODS&MEANS"OF CONSTRUCTION. THE (COLOR: DETERMINED BY OWNER) ARCHITECT IS NOT RESPONSIBLE FOR FIELD Mill Ill 1111111 15#ROOF FELT& ICE AND WEATHER SHI D SUPERVISION. 1/2"PLYWOOD SHEATHING I / \ R-38 OPEN CELL SPRAY I FOAM INSULATION (HOT ROOF) RAFTERS AS NOTED T.O.2ND FLR _ _ _ _ _ _ _ _ _ _ _ T.O. 2ND FLR SLATE - - - - O ow ��• _ = g `s'f� z = 4 R oW p � � ° w 1'� 1 g0 �9ti wQ lJ , wg 5 = co a 4go 0Lj L 0o o- �5 a 00 ' 11111 1 TI I Ill 11 IIITII 111111 111111 111111 Ill 0 1 Sauihaid Town T.O. 2ND FLR 1 11 11 Mill I 1 11 11 111111 11 \ I T.O. 2ND FLR Board of Trustees SUB- SUB-FLOOR _ _ _ - _ _ _ _ _ -FLOOR T.O. 1 ST FLR ;z _ _ _ _ _ - _ _ _ - T.O. 1 ST FLR - - - - - - - - - - PLATE TYPICAL EXTERIOR WALL CONSTRUCTION: ly ° I-_ ( BOARD &BATTEN SIDING H OJ � COLOR BY OWNER "- w TYVEK HOUSE WRAP OR EQUAL E- _ W 0 p I o 2"PLYWOODSHEATHING I O F KAZEL AUHITEffURE. F- m = R-19 BATT INSUL. (PICTURE FRAME AIR co !L g g Q c9 o SEAL TO MEET BLOWER DOOR REQM'T) Q U o, a o 0 ti 2x 6 STUDS @ 16"O.C. 90 �' a 2 Windemere Court, P.O. Box 169, Speonk,NY 11972 Q 'GYPSUM WALL BOARD Q Phone: 631-874-2925 Fax: 631-874-7377 T.O. 1 ST FLR. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T.O. 1ST FLR. keri@kazelarchitects.com T.O. Proposed Home for: DJ Custom Homes REAR ELEVATION 265 Arshamomaque Avenue Southold, New York 11971 SCALE: 1/4"=1'-0" Town of Southold 18'-6"SETBACK 16'-6"SETBACK County of Suffolk SCTM #: 1000-56-2-14 FEMA: X Elevations Date: April 16, 2024 Scale: As noted A8 Project No. BRACED WALL LINE"D": 40'-0" TABLE R602.10.3(1) NOTES: REQUIRED CS-WSP: 17'-0" TABLE R602.10.3(1) CS-WSP PROVIDED: 18'-0" MINIMUM LENGTH OF BRACED TABLE WALL PANELS FOR CS-WSP: 32" R602.10.3 (1) TABLE R602.10.5 PROVIDED MIN. LENGTH OF BRACED EXPOSURE B WALL PANEL FOR CS-WSP: 34" 2 STORY MINIMUM 8" EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 1"MIN. SHEATHING MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3 (3)ITEM#30 ❑ ------ ------ - ---- --- SYMBOL LE E I I G ND t40'-O"B CED NALL LINE"D" 4'-5 ' _ _I III-III=III=1 EARTH I O. I I=1 11=1 11=1 I I W.P T-0" B.W P. 9'-0" B. P. i .W. OR 8" CMU BLOCK EXISTING STUD WALL 'k- TO REMAIN I I EXISTING STUD WALL TO BE REMOVED I r-7 NEW 2x4OR2x6 I I I STUD WALL @ 16" O.C. I JOISTS JOISTS ABOVE I I I I I I I i W I I < i i A5 SECTION / DETAIL I I -� r- -------------------------------------- � I d m A5 BUILDING SECTION w I I I c%i� U I I I I � WINDOW m I I SIN I I I N I I I I I I I N i i i i _ _ _ _ - ELEMENTS ABOVE I I i i co GIRDER / HEADER ABOVE - I I I I I -----------------J L------------------------ -------------------------------------------- I ------------------- , a ® POST DOWN BRACED WALL LINE"E": 43'-4" TABLE R602.10.3(1) iu INTERCONNECTED COMBINATION REQUIRED CS-WSP: 18'-4" TABLE R602.10.3(1) w f!l S CS-WSP PROVIDED: 40'-4" Z I —iN D SMOKE AND CARBONMONOXIDE JS-� r------------------ --I-- CO I-ICO DETECTORS AS PER R314 OF THE MINIMUM LENGTH OF BRACED TABLE Q i CO IRCONYS AND 915 OF THE IFCONYS WALL PANELS FOR CS-WSP: 32" R602.10.3(1) TABLE R602.10.5 o PROVIDED MIN. LENGTH OF BRACED EXPOSURE B i+� i --I-- CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR WALL PANEL FOR CS-WSP: 2411" 2 STORY U� MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE MINIMUM 8" EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 1"MIN. SHEATHING m M FEDERAL,STATE, &LOCAL REGULATIONS INCLUDING MIN.8d NAILS 6" O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 M I BUT NOT LIMITED TO BUILDING CODES, OSHA REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS I �- BRACED WALL LINE"C": 59'-0" TABLE R602.10.3(1) MATERIAL REMOVAL& DISPOSAL. REQUIRED CS-WSP: 6'-11" TABLE R602.10.3(1) I i 9 FT ADJ. FACTOR: 6-11"x 0.95=5'-10" TABLE R602.10.3(2)ITEM#3 THE CONTRACTOR SHALL INDEMNIFY&HOLD _________ I GWB.ADJ. FACTOR: 5'-10"x 0.7=4'-1" TABLE R602.10.3(2) ITEM#7 HARMLESS THE OWNER, THE ARCHITECT,AND U CS-WSP REQUIRED: 4'-1" THEIR AGENTS&EMPLOYEES FROM AND AGAINST a z CS-WSP PROVIDED: 37'-2" ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES -I ARISING OUT OF OR RESULTING FROM ANY OF THE 00 I MINIMUM LENGTH OF BRACED 13 ITEMS LISTED ABOVE. a < WALL PANELS FOR CS-WSP: 32" TABLE TABLE R602.10.5 J p a PROVIDED MIN. LENGTH OF BRACED R602.10.3(1) THE CONTRACTOR SHALL VERIFY ALL FIELD U WALL PANEL FOR CS-WSP: 751., EXPOSURE B CONDITIONS AND NOTIFY THE ARCHITECT OF ANY 2 STORY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE o co MINIMUM g" MIN. SHEATHING EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 1" RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. w • o MIN. 8d NAILS 6"O.C.ALONG EDGES/ 12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 m a, THE ARCHITECT SHALL BE HELD HARMLESS BY ANY IN LO INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR AGENCY FOR ANY"ERRORS&OMISSIONS"ON BASED ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS THESE DOCUMENTS. N o SHALL BE FASTENED AT 4"O.C. ALONG PANEL EDGES INCLUDING TOP AND BOTTOM THE CONTRACTOR IS SOLEY RESPONSIBLE FOR d PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD OO SUPERVISION. a p BRACED WALL LINE"F": 10'-8" TABLE R602.10.3(1) p m REQUIRED CS-PF: 5'-31" TABLE R602.10.3 (1) 9 FT ADJ. FACTOR: 5'-32'x 0.95=5'-01" TABLE R602.10.3(2) ITEM#3 ti GWB.ADJ. FACTOR: 5'-01"x 0.7=3'-62' TABLE R602.10.3 (2) ITEM#7 N m �a @ �� bb CS-PF REQUIRED: 3'-61" - " h,! BCS-PF PROVIDED: 4'-8" z ' I I t MINIMUM LENGTH OF BRACED 17 _ + ^ r, WALL PANELS FOR CS-PF: 18" TABLE TABLE R602.10.5 o i i 9 PROVIDED MIN. LENGTH OF BRACED R602.10.3(1) p I I WALL PANEL FOR CS-PF: 28,, EXPOSURE B U L----------------- i Southold Town 2 STORY SEE FIGURE R602.10.6.4 FOR CONTINUOUSLY i Board ofTn�sfees CIO SHEATHED PORTAL FRAME PANEL CONSTRUCTION i;o 0 I d INSTALL CS-PF WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR �r a BASED ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM i o PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. I I F- AZ I I JJ AUHITEffURE I I I I 2 Windemere Court, P.O. Box 169, Speonk,NY 11972 Phone: 631-874-2925 Fax: 631-874-7377 tO keri@kazelarchitects.com PROPOSED FIRST FLOOR BRACING CALCULATIONS - - ------ ------ -- ------ ----- -- SCALE: 1/4"=1'-0" ❑ _ _ ____ __ __ ❑ ---------1--------- Proposed Home for: - - -- ------ ----- -- DJ Custom Homes N TE BRACING REQUIREMENTS ARE BASED ON TABLE R602.10.3 (1) FOR <140 MPH WIND SPEED. 265 Arshamomaque Avenue 2'4° 2'-102" 1" 2 °1" 1,� Southold New York 11971 B.W.P. 6'-0" B.W.P. 6 22 2 8'-s" 2 °2 Town of Southold 17'-5" BRACED WALL LINE 'A" 12'-7" BRACED WALL LINE"B" County of Suffolk SCTM #: 1000-56-2-14 rFEMA: X BRACED WALL LINE"A": 17'-5" TAELE R602.10.3 (1) BRACED WALL LINE"B": 12'-7" TABLE R602.10.3(1) REQUIRED CS-PF: 4'-41" TABLE R602.10.3(1) REQUIRED CS-PF: 3'-2" TABLE R602.10.3(1) First Floor Bracing CS-PF PROVIDED: 5'-21" CS-PF PROVIDED: 4'-1" MINIMUM LENGTH OF BRACED MINIMUM LENGTH OF BRACED Calculations WALL PANELS FOR CS-PF: 16" TAELE R602.10.5 WALL PANELS FOR CS-PF: 16" g TABLE R602.10.5 PROVIDED MIN. LENGTH OF BRACED PROVIDED MIN. LENGTH OF BRACED Date: April 16 2024 WALL PANEL FOR CS-PF: 28" WALL PANEL FOR CS-PF: 241" l� SEE FIGURE R602.10.6.4 FOR CONTINUOUSLY SEE FIGURE R602.10.6.4 FOR CONTINUOUSLY Scale: As noted -IA9 SHEATHED PORTAL FRAME PANEL CONSTRUCTION SHEATHED PORTAL FRAME PANEL CONSTRUCTION Project No. NOTES: 40'-0" BRAC=D WALL LINE"1" BRACED WALL LINE"1": 40'-0" TABLE R602.10.3(1) -7 1 1, , 1„ 1„ , 1„ REQUIRED CS-WSP: 9'-0" TABLE R602.10.3(1) 4 5-72 3-62 3-32 3-32 8 FT ADJ. FACTOR: 9'-0"x 0.9=V-11" TABLE R602.10.3 (2) ITEM#3 B.W.P. 5-4- 01 B.W.P. V-4" B.W.P. B.W.P. 6'-0" B.W.P. 001- JI GWB.ADJ. FACTOR: 8'-12'x 0.7=5'-81" TABLE R602.10.3(2)ITEM#7 CS-WSP REQUIRED: 5'-81" CS-WSP PROVIDED: 20'41 II II II II = MINIMUM LENGTH OF BRACED17 L=J L J WALL PANELS FOR CS-WSP: 35" TABLE TABLE R602.10.5 PROVIDED MIN. LENGTH OF BRACED R602.10.3 (1) WALL PANEL FOR CS-WSP: 392' EXPOSURE B 2STORY SYMBOL LEGEND MINIMUM$"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 1" MIN. SHEATHING MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR I I=I I=I I 1=I EARTH I-111-1 1 I-1 I BASED ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS _______ _________ _________________ __ POURED CONCRETE SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM ___________ _____________ _______ PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. r - , a 4 I I `k`����:��"t���'' OR 8" CMU BLOCK t. ' EXISTING STUD WALL TO REMAIN EXISTING STUD WALL TO BE REMOVED I NEW 2x4OR2x6 I STUD WALL @ 16" O.C. JOISTS N @ 16" JOISTS ABOVE I I 5 z I I AS SECTION / DETAIL BUILDING SECTION Q 1 A5 0 I 1 I — WINDOW � I I m I I o BRACED WALL LINE"J": 27'-61" TABLE R602.10.3 (1) ��� I ( - - - - - ELEMENTS ABOVE REQUIRED CS-WSP: 6'-6" TABLE R602.10.3 (1) o 8 FT ADJ. FACTOR: 6'-6"x 0.9=5'-101" TABLE R602.10.3(2)ITEM#3 GWB.ADJ. FACTOR: 5'-101"x 0.7=4'-12' TABLE R602.10.3(2) ITEM#7 BRACED WALL LINE"H": 43'-6" TABLE R602.10.3 (1) _ a — GIRDER / HEADER ABOVE �? REQUIRED CS-WSP: 9'-81" TABLE R602.10.3 (1) CS-WSP REQUIRED: 4'-12' z `o m 8 FT ADJ. FACTOR: 9'-82'x 0.9=8'-9" TABLE R602.10.3(2) ITEM#3 CS-WSP PROVIDED: 21'-61" J = GWB.ADJ. FACTOR: 8'-9"x 0.7=6'-12" TABLE R602.10.3(2)ITEM#7 ® POST DOWN MINIMUM LENGTH OF BRACED J Q CS-WSP REQUIRED: 6 ° WALL PANELS FOR CS-WSP: 35" TABLE TABLE R602.10.5 o J '-11CS-WSP PROVIDED: 30'-10" INTERCONNECTED COMBINATION R602.10.3(1) PROVIDED MIN. LENGTH OF BRACED <<X•�SD SMOKE AND CARBONMONOXIDE w -i CO DETECTORS AS PER R314 OF THE WALL PANEL FOR CS-WSP: 1294' EX2 O STORY B Q MINIMUM LENGTH OF BRACED WALL PANELS FOR CS-WSP: 35" TABLE TABLE R602.10.5 IRCONYS AND 915 OF THE IFCONYS m co 0 PROVIDED MIN. LENGTH OF BRACED R602.10.3(1) MINIMUM e"EXTERIOR SHEATHING AS PER TABLE R602.3 (3)SPECIFIED 1" MIN. SHEATHINGN MIN.8d NAILS 6" O.C.ALONG EDGES/ 12"O.0 FIELD AS PER TABLE R602.3(3)ITEM#30 O V WALL PANEL FOR CS-WSP: 39" EXPOSURE B CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR 0 9 2 STORY MAINTAINING JOB SITE SAFETY DURING THIS PHASE N INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR _ _ — 0D MINIMUM�"EXTERIOR SHEATHING AS PER TABLE R602.3 (3)SPECIFIED 2'MIN. SHEATHING OF WORK&SHALL COMPLY WITH ALL APPLICABLE BASED ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS w F- — `4 MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM Q I I 0 INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR BUT NOT LIMITED TO BUILDING CODES, OSHA PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. o- I I REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS �? BASED ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS MATERIAL REMOVAL& DISPOSAL. SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM Q 1 I a PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. THE CONTRACTOR SHALL INDEMNIFY&HOLD W 1 1E) HARMLESS THE OWNER,THE ARCHITECT,AND U I I THEIR AGENTS&EMPLOYEES FROM AND AGAINST I I M ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM ANY OF THE 1 I ITEMS LISTED ABOVE. 0 I THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE ------- a — — — RESPONSIBLE FOR FIELD MEASUREMENTS AS R I I THE ARCHITECT SHALL BE HELD HARMLESS BY ANY ao i 1 I AGENCY FOR ANY"ERRORS&OMISSIONS"ON BRACED WALL LINE"K": 18'-51" TABLE R602.10.3 1 �N i I I ih a THESE DOCUMENTS. z ( ) REQUIRED CS-WSP: 4'-72" TABLE R602.10.3(1) i 1 I m THE CONTRACTOR IS SOLEY RESPONSIBLE FOR CS-WSP PROVIDED: 13'-12" I I I "METHODS&MEANS"OF CONSTRUCTION. THE ARCHITECT IS NOT RESPONSIBLE FOR FIELD SUPERVISION. MINIMUM LENGTH OF BRACED TABLE Y 1 I Uj WALL PANELS FOR CS-WSP: 35" R602.10.3(1) TABLE R602.10.5 z_ PROVIDED MIN. LENGTH OF BRACED EXPOSURE B L----------------------- I I WALL PANEL FOR CS-WSP: 552' 2STORY MINIMUM$"EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED 2" MIN. SHEATHING MIN.8d NAILS 6" O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3 (3) ITEM#30 I I INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR BASED ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS I ' n r; SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM I PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. I �C 60 , I I I .4L—j I i Boars c: ,. I i I I � I I I I I I I � 2,4„ 24„ 1'-102„ 2' 4" i 2„ B.W.P. 6'-0" B.W.P. B.W.P. 3'-0" B• •P•i 10'-5" B.W.P.I PROPOSED SECOND FLOOR BRACING CALCULATIONS KAZEL ARCHITECTURE 30'-0"BRACED WALL LINE"G"I I SCALE: 1/4"=1'-0" NOTES: _ _ ; 2 Windemere Court, P.O. Box 169, Speonk,NY 11972 BRACING REQUIREMENTS ARE BASED ON , Phone: 631-874-2925 Fax: 631-874-7377 TABLE R602.10.3 (1) FOR <140 MPH WIND SPEED. L-J L-J `----R----------------------n--- keri@kazelarchitects.com II II IL---------- ----------JI Proposed Home for: BRACED WALL LINE"G": 30'-0" TABLE R602.10.3(1) DJ Custom Homes REQUIRED CS-PF: 7'-0" TABLE R602.10.3 (1) 265 Arshamomaque Avenue 8 FT ADJ. FACTOR: 7'-0"x 0.9=64" TABLE R602.10.3 (2)ITEM#3 GWB.ADJ. FACTOR: 6'-4"x 0.7=4'-51" TABLE R602.10.3(2) ITEM#7 Southold, New York 11971 CS-PF REQUIRED: 4'-52' Town of Southold CS-PF PROVIDED: 10'-7" County of Suffolk MINIMUM LENGTH OF BRACED 0 WALL PANELS FOR CS-PF: 18" TABLE TABLE R602.10.5 SCTM #: 1000-56-2-14 FEMA: X PROVIDED MIN. LENGTH OF BRACED R602.10.3 (1) WALL PANEL FOR CS-PF: 201" EXPOSURE B 2STORY Second Floor Bracing SEE FIGURE R602.10.6.4 FOR CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION Calculations INSTALL CS-PF WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR BASED ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS Date: April 16, 2024 SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM l� PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. Scale: As noted A10 Project No. EXTENT OF HEADER WITH 17'-5"BRACED WALL LINE"A" 12'-7" BRACED WALL LINE"B" DOUBLE PORTAL FRAMES 59'-0"BRACED WALL LINE"C" (TWO BRACED WALL PANELS) 6'-61„B.W.P. „ 6'-311, B.W.P. 1 " 2'-10111 4-6 7-0' B.W.P. 3-0' 7-3 B.W.P. 4-0' 10-1 B.W.P. 3-0 2 3-0 2 4'-4" 2-4 2 6'-21" 2'-01" 2'-�" 2'-18'FINISHED WIDTH OF OPENING00, B.W.P. 6'-0" B.W.P. 2 2 8-6' 1. 2 F R SINGLE OR DOUBLE PORTAL SIMPSON CMSTC16 25"LENGTH COIL STRAPS(4,585#) (MIN. 3,125#AS PER TABLE R602.10.6.4)ON GARAGE SIDE FASTEN KING STUD TO HEADER .. . . ... WITH 6- 16d SINKERS ~ MIN. 3x 12 NET HEADER .. _ FASTEN SHEATHING TO HEADER WITH 8d c9 w COMMON OR GALVANIZED BOX NAILS IN 3" = GRID PATTERN AS SHOWN. J J Q = 6"MIN. O.S.B.WOOD STRUCTURAL c� TYPICAL PORTAL PANEL SHEATHING. Q w FRAME CONST. p o PANEL SPLICE EDGES SHALL OCCUR ~ MIN MIN' OVER AND BE NAILED TO COMMONLA _ BLOCKING WITHIN THE MIDDLE 24"OF o MINIMUM LENGTH THE PORTAL-LEG HEIGHT ONE ROW q OF PANEL 18"AS OF 3" O.C. NAILING IS REQUIRED IN PER TABLE R602.10.5 EACH PANEL EDGE. SEE FIGURE R602.10.6.4 SEE FIGURE R602.10.6.4 MINIMUM DOUBLE 2x 4 FRAMING FOR CONTINUOUSLY FOR CONTINUOUSLY COVERED WITH MIN.6°THICK 11-�ZMINIMUM g'EXTERIOR SHEATHING AS PER TABLE R602.3 (3)SPECIFIED i"MIN. SHEATHING Ll O.S.B.STRUCTURAL PANEL SHEATHED PORTAL SHEATHED PORTAL NAIL SOLE PLATE TO SHEATHING WITH 8d COMMON OR MIN.8d NAILS 6"O.C.ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3)ITEM#30 FRAME PANEL CONSTRUCTION FRAME PANEL CONSTRUCTION JOIST PER TABLE R602.3(1) GALVANIZED BOX NAILS AT 3"O.C. OVER RAISED WOOD FLOOR IN ALL FRAMING (STUDS, BLOCKINGJ, INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR OVER RAISED WOOD FLOOR IN ALL FRAMING (STUDS, BLOCKING, BASED ON TABLE R602.10.3(2) ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS OVERLAP OPTION AND SILLS)TYPICAL. SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM BRACED WALL LINE: "A" BRACED WALL LINE "B" ATTACH SHEATHING TO BAND OR PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. SCALE: 1/4"=1'-0" SCALE: 1/4"=V-0" RIM JOIST WITH 8D COMMON NAILS FIGURE R602.10.6.4 AT 3"O.C.TOP&BOTTOM BRACED WALL LINE "C" METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL SCALE: 1/4"=1'-0" FRAME PANEL CONSTRUCTION EXTENT OF HEADER WITH 43'-4"BRACED WALL LINE"E" 10'-8"BRACED WALL LINE"FitDOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) 2'-10" 3'-8" 3'-911 40'-0" BRACED WALL LINE"D11 1, 1, 1 20'-12" BRACED WALL PANEL 31-011 20'-212" BRACED WALL PANEL B.W.P. 6'-0" B.W.P. 2'-18'FINISHED WIDTH OF OPENING 11,3'-34-52 F R SINGLE OR DOUBLE PORTAL SIMPSON CMSTC16 25"LENGTH COIL B.W.P. 6'-0" B.V1/ B.W.P. J1 L. 9'-0" I. B.W.P. L. 7'41 B.W.P. STRAPS(4,585#)(MIN. 3,125#AS PER TABLE R602.10.6.4)ON GARAGE SIDE FASTEN KING STUD TO HEADER WITH 6- 16d SINKERS ~ ... MIN. 3x 12 NET HEADER C� FASTEN SHEATHING TO HEADER WITH 8d w COMMON OR GALVANIZED BOX NAILS IN 3" = GRID PATTERN AS SHOWN. J Q = 16 MIN. O.S.B. WOOD STRUCTURAL FM0 TYPICAL PORTAL PANEL SHEATHING. Q w FRAME CONST. o PANEL SPLICE EDGES SHALL OCCUR O Zo MIN, MIN, OVER AND BE NAILED TO COMMON _ BLOCKING WITHIN THE MIDDLE 24"OF � o MINIMUM LENGTH THE PORTAL-LEG HEIGHT ONE ROW OF PANEL 18"AS OF 3"O.C. (NAILING IS REQUIRED IN PER TABLE R602.10.5 EACH PANEL EDGE. SEE FIGURE R602.10.6.4 MINIMUM DOUBLE 2x 4 FRAMING MINIMUM g'EXTERIOR SHEATHING AS PER MINIMUM 3"EXTERIOR SHEATHING AS PER �„ FOR CONTINUOUSLY COVERED WITH MIN.16 THICK ABLE R602.3(3)SPECIFIED " MIN. SHEATHING ABLE R602.3 (3)SPECIFIED 'MIN. SHEATHING SHEATHED PORTAL NAIL SOLE PLATE TO O.S.B. STRUCTURAL PANEL MIN. 8d NAILS 6"O.C.ALONG EDGES/12" O.0 MIN. 8d NAILS 6"O.C.ALONG EDGES/12"O.0 FRAME PANEL CONSTRUCTION JOIST PER TABLE R602.3(1) SHEATHING WITH 8d COMMON OR FIELD AS PER TABLE R602.3(3) ITEM#30 FIELD AS PER TABLE R602.3(3) ITEM#30 GALVANIZED BOX NAILS AT 3"O.C. OVER RAISED WOOD FLOOR IN ALL FRAMING (STUDS, BLOCKING, BRACED WALL LINE "D" EXTENT OF HEADER WITH BRACED WALL LINE "E" BRACED WALL LINE 711 OVERLAP OPTION AND SILLS)TYPICAL. DOUBLE PORTAL FRAMES ATTACH SHEATHING TO BAND OR SCALE: 1/4"=V-0" (TWO BRACED WALL PANELS) SCALE: 1/4"=1'-0" SCALE: 1/4"=V-0" RIM JOIST WITH 8D COMMON NAILS 2'-18' FINISHED WIDTH OF OPENING FIGURE R602. 10.6.4 AT 3"O.C. TOP&BOTTOM FOR SINGLE OR DOUBLE PORTAL SIMPSON CMSTC16 25"LENGTH COIL STRAPS(4,585#)(MIN. 3,125#AS PER METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL 30'-0"BRACED WALL LINE"G„ TABLE R602.10.6.4)ON GARAGE SIDE FRAME PANEL CONSTRUCTION FASTEN KING STUD TO HEADER 2'-4" 21.4" 1'-10-2" 21 A1, V-81" WITH 6- 16d SINKERS 43'-6" BRACED WALL LINE"H" 2 2 B.W.P. 6'-011 B.W.P. B.W.P. 3'-0" B.W.P. 10'-5" B.W.P. _ % ..... MIN. 3x 12 NET HEADER 12'-3" 3'-311 3'-3" 12'-1" O FASTEN SHEATHING TO HEADER WITH 8d B.W.P. 3'-0" B.W.P. 6'-8" B.W.P. 3'-0" B.W.P. w COMMON OR GALVANIZED BOX NAILS IN 3" 01= GRID PATTERN AS SHOWN. J Q = 16,MIN.O.S.B.WOOD STRUCTURAL c� TYPICAL PORTAL PANEL SHEATHING. Q w FRAME CONST. o PANEL SPLICE EDGES SHALL OCCUR 1'-6" 1'-6" OVER AND BE NAILED TO COMMON L] 9 MIN. MIN. BLOCKING WITHIN THE MIDDLE 24"OF o MINIMUM LENGTH THE PORTAL-LEG HEIGHT ONE ROW OF PANEL 18"AS OF 3"O.C. NAILING IS REQUIRED IN PER TABLE R602.10.5 EACH PANEL EDGE. MINIMUM DOUBLE 2x 4 FRAMING COVERED WITH MIN.16"THICK ® E C I If V NAIL SOLE PLATE TO O.S.B. STRUCTURAL PANEL JOIST PER TABLE R602.3(1) SHEATHING WITH 8d COMMON OR fff'3 J GALVANIZED BOX NAILS AT 3"O.C. rr Iil SEE FIGURE R602.10.6.4 OVER RAISED WOOD FLOOR IN ALL FRAMING (STUDS, BLOCKING, MINIMUM 8" EXTERIOR SHEATHING AS PER TABLE R602.3(3)SPECIFIED " MIN. SHEATHING FOR CONTINUOUSLY OVERLAP OPTION AND SILLS)TYPICAL. MIN. 8d NAILS 6"O.C.ALONG EDGES/ 12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 SHEATHED PORTAL Southold FRAME PANEL CONSTRUCTION ATTACH SHEATHING TO BAND OR BRACED WALL LINE "H" INSTALL CS-WSP WITH GB AS PER TABLE R602.10.4&WIND ADJUSTMENT FACTOR Board of Trustees RIM JOIST WITH 8D COMMON NAILS BASED ON TABLE R602.10.3(2)ITEM#7 ADJUSTMENT FOR GYPSUM BOARD ALL WALLS -� FIGURE R602.10.6.4 AT 3"O.C.TOP&BOTTOM SCALE: 1/4"=V-0" SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM 13 RACED WALL LINE 11 G11 METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. - %'.3CALE: 1/4"=V-0" FRAME PANEL CONSTRUCTION 27'-61"BRACED WALL LINE"J" 18'-51"BRACED WALL LINE"K" KAZEL AUHITMIRE 40-0 BRACED WALL LINE"Ill 2 2 L 3'-31" 3'-32" 3'-62" 5'-7211 41-7" 2 Windemere Court, P.O. Box 169, Speonk,NY 11972 B.W.P. 6'-0" B.VV B.W.P. 8'41 B.W.P. 5'-4" B.W.P. 10'-914"BRACED WALL PANEL 6,-0" 10'-914"BRACED WALL PANEL 4'-712"B.W.P. 64" V-6" B.W.P. Phone: 631-874-2925 Fax: 631-874-7377 keri@kazelarchitects.com Proposed Home for: DJ Custom Homes 265 Arshamomaque Avenue Southold, New York 11971 Town of Southold County of Suffolk SCTM #: 1000-56-2-14 FEMA: X X V '-,I I MINIMUM 3"EXTERIOR SHEATHING AS PER TABLE R602.3 3 SPECIFIED 1n MIN. SHEATHING MINIMUM 3" EXTERIOR SHEATHING AS PER TABLE R602.3 3 SPECIFIED�" MIN. SHEATHING MINIMUM 3" EXTERIOR SHEATHING AS PER TABLE R602.3 3 SPECIFIED 1" MIN. SHEATHING First & S econd Floor MIN. 8d NAILS 6"O.C.ALONG EDGES/ 12"O.0 FIELD AS PER TABLE R602.3 (3)ITEM#30 MIN. 8d NAILS 6"O.C.ALONG EDGES/ 12"O.0 FIELD AS PER TABLE R602.3(3) ITEM#30 MIN. 8d NAILS 6"O.C. ALONG EDGES/12"O.0 FIELD AS PER TABLE R602.3(3)ITEM#30 Bracing Di agrams INSTALL CS-WSP WITH BRACED WALL LINE "I�' BASED ON TABLE R602.G B AS P 0.(2) I ITEM#7ER 6AD ADJUSTMENT FOIR GYPSUM BOARD ALL WALLS BASED ON TABLE R 02 ND ADJUSTMENT FACTOR INSTALL CS-WSP WITH G TABLE13 AS PER I 0.(2) ITEM#7AD U FOR R GYPSUM BOARD ALL WALLS BASED ON TABLE R602.10.3(2) TABLEND ADJUSTMENT FACTOR INSTALL CS-WSP WITH GB AS PER 0.3(2) ITEM#7 FORADJUSTMENT WIND GYPSUM BOARD ALL WALLS SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM SHALL BE FASTENED AT 4"O.C.ALONG PANEL EDGES INCLUDING TOP AND BOTTOM Date: April 16 2024 SCALE: 1/4"=V-0" PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. PLATES AND ALL HORIZONTAL JOINTS MUST BE BLOCKED. BRACED WALL LINE "J" BRACED WALL LINE "K" Scale: As noted IAI 1 SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" Project No. NOTES: FASTENING SCHEDULE- TABLE R602.3(1)- ABBR. TABLE R802.11- ABBREVIATED TABLE R802.5.2 NUMBER AND TYPE RAFTER OR TRUSS UPLIFT CONNECTION FORCES RAFTER / CEILING JOIST WALL BRACING: BUILDINGS SHALL BE BRACED IN ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERS a,b,c SPACING AND LOCATION FROM WIND (POUNDS PER CONNECTION)a,b,c,d,e,f,g,h CEILING JOISTS HEEL JOINT CONNECTIONS a,b,c,d,e,f,h ACCORDANCE WITH SECTION R S02.1 E SECTION ,NR WHEN APPLICABLE, SECTIONN R602.12. OR SECTION R602.10.4.2 ROOF FRAMING EXPOSURE C RAFTERS RAFTER RAFTER GROUND SNOW LOAD: 20 PSF CONTINUOUS SHEATHING METHODS. SEE BRACED WALL 1 BLOCKING BETWEEN CEILING JOISTS 4-8d BOX(2-1/2")OR EACH RAFTER,TOE NAIL (MPH)Vult ULTIMTE DESIGN WIND SPEED SLOPE SPACING CALCULATIONS AND DIAGRAMS ATTACHED TO THIS SET OF OR RAFTERS TO TOP PATE 3-8d COMMON RAFTER ROOF 140(MPH) 12'-0"TO 28'- PLATE 0" ROOF SPAN DOUBLE TOP ROOF S 12FT G28 PAN DRAWINGS. FT 36FT 2 CEILING JOISTS TO TOP PLATE 4-8d BOX(2-1/2")OR EACH JOIST, TOE NAIL OR TRUSS SPAN ROOF PITCH NUMBER OF COMMON NAILS A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO SPACING (FEET) 3:12 16"O.C. 5 1 8 10 13 TRANSMIT THE APPLICABLE UPLIFT FORCES IN 4:12 16"O.C. 4 6 8 10 SECTION R802.11.1 FROM THE ROOF ASSEMBLY TO THE 3-8d COMMON 12 263 247 5:12 16"O.C. 3 5 6 8 FOUNDATION. 3 CEILING JOISTS NOT ATTACHED TO 4- 10d BOX(3")OR FACE NAIL 18 342 322 7:12 16"O.C. 3 4 5 6 PARALLEL RAFTER, LAPS OVER PARTITION 3- 16d COMMON (32') 24 422 396 16"O.C. 28 476 446 9:12 16"O.C. 3 4 4 5 (SEE SECTION R802.5.2 AND TABLE R802.5.2) 4-3"x 0.131" NAILS 24"MAX. 24" MAX. R802.11.1 UPLIFT RESISTANCE. SYMBOL LEG EN D 32 529 496 12:12 16"O.C. 3 3 4 4 4 CEILING JOISTS ATTACHED TO TABLE R802.5.1 9 FACE NAIL 36 583 547 O.H. O.H. a.40d box nails shall be permitted to be substituted for 16d common ROOF ASSEMBLIES SHALL HAVE UPLIFT RESISTANCE IN ( ) 42 664 622 WALL STUD nails. ACCORDANCE WITH SECTIONS R802.11.1.1 AND R802.11.1.2. _ _ _ PARALLEL RAFTER-HEEL JOINT WHERE THE UPLIFT FORCE DOES NOT EXCEED 200 POUNDS I11=III=FT 11=1 (SEE SECTION R802.5.2 AVID TABLE R802.5.2) 48 745 697 USE SIMPSON H2A SEISMIC&HURRICANE b.Nailing requirements shall be permitted to be reduced 25 percent if (90.8 KG), RAFTERS AND TRUSSES SPACED NOT MORE THAN I EARTH TIES AT EACH RAFTER TO STUD CONNECTION nails are clinched. 24 INCHES 610 MM ON CENTER SHALL BE PERMITTED TO BE FACE NAIL TO EACH RAFTER a.The uplift connection forces are based on a maximum 33-foot mean ( ) 5 COLLAR TIES OR 14"x 20 C.A. RIDGE STRAPS 4- 10d BOX(3")OR "' POURED CONCRETE ( ) ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN """" 18 GAGE- 12 8dx1 NAILS IN EACH TIE. �s: ••<.:�>.x�;.rt;� 3- 10d COMMON 3" roof height and Wind Exposure Category B or C.For Exposure D,the c.Heel joint connections are not required where the ridge is supported by „ ( ) uplift connection force shall be selected from the Exposure C portion of (UPLIFT:DOUG FIR=575, HEM FIR=495) a load-bearing wall,header or ridge beam. ACCORDANCE WITH TABLE R602.3(1). ', ;�:;;;3 ; ; OR 8 CMU BLOCK �_ 3- 10d COMMON 2 TOE NAILS ON ONE SIDE& the table using the next highest tabulated ultimate design wind speed. WHERE THE BASIC WIND SPEED DOES NOT EXCEED 115 MPH, 6 1 TOE NAIL ON OPPOSITE SIDE The adjustment coefficients in Table R301.2(3)shall not be used to d.Where intermediate support of the rafter is provided by vertical struts or THE WIND EXPOSURE CATEGORY IS B, THE ROOF PITCH IS EXISTING STUD WALL RAFTERS TO TOP PLATE OR 4-10d BOX multiply the tabulated forces for Exposures C and D or for other mean purlins to a load-bearing wall,the tabulated heel joint connection 5:12 OR GREATER,AND THE ROOF SPAN IS 32 FEET 9754 MM OF EACH RAFTER OR TRUSS ( ) TO REMAIN roof heights. requirements shall be permitted to be reduced proportionally to the 4- 16d OR g RAFTERS q P P P y OR LESS, RAFTERS AND TRUSSES SPACED NOT MORE THAN 7 ROOF RAFTERS TO 3-16d COMMON TOE NAIL b.The uplift connection forces include an allowance for roof and ceiling reduction in span. 24 INCHES(610 MM)ON CENTER SHALL BE PERMITTED TO BE DOUBLE TOP ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN C = = C C EXISTING STUD WALL RIDGE,VALLEY OR HIP assembly dead load of 15 psf. PLATE e.Equivalent nailing patterns are required for ceiling joist to ceiling joist ACCORDANCE WITH TABLE R602.3 1 TO BE REMOVED . 3- 16d BOX OR lap splices. ( ) 2- 16d COMMON END NAIL c.The tabulated uplift connection forces are limited to a maximum roof f.Where rafter ties are substituted for ceiling joists,the heel joint NEW 2X 4 OR 2X 6 overhang of 24 inches. 28'-0"TO 48'-0"ROOF SPAN gi ' i ' R802.11.1.1 TRUSS UPLIFT RESISTANCE. connection requirement shall be taken as the tabulated heel joint STUD WALL @ 16" O.C. WALL FRAMING TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL d.The tabulated uplift connection forces shall be permitted to be connection requirement for two-thirds of the actual rafter slope. ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING multiplied by 0.75 for connections not located within 8 feet of building JOISTS 8 STUD TO STUD(NOT AT BRACED WALL PANELS 16d COMMON (3-1/2"x0.162") 24"O.C. FACE NAIL corners. ...;- --- g.Applies to roof live load of 20 psf or less. UPLIFT FORCES AS SPECIFIED ON THE TRUSS DESIGN JOISTS ABOVE L•.:'r DRAWINGS FOR THE ULTIMATE DESIGN WIND SPEED AS STUD TO STUD AND ABUTTING STUDS AT 16d BOX(3-1/2"x0.162") 16"O.C. FACE NAIL e.For buildings with hi roofs with 5:12 and greater itch,the tabulated ;:: h.Tabulated heel joint connection requirements assume that ceiling joists DETERMINED BY FIGURE R301.2 4 A AND LISTED IN TABLE 9 P 9 P ,�., 1 � q 91 ( ) 5 9 INTERSECTING WALL CORNERS(AT BRACED uplift connection forces shall be permitted to be multiplied by 0.70.This or rafter ties are located at the bottom of the attic space.Where ceiling R301.2(1)OR AS SHOWN ON THE CONSTRUCTION A5 SECTION / DETAIL WALL PANELS) reduction shall not be combined with any other reduction in tabulated joists or rafter ties are located higher in the attic,heel joint connection DOCUMENTS. UPLIFT FORCES SHALL BE PERMITTED TO BE forces. 24"MAX. 01 24"MAX. requirements shall be increased by the following factors: DETERMINED AS SPECIFIED BY TABLE R802.11 IF APPLICABLE 10 BUILT UP HEADER 16d COMMON (3-1/2"x0.162") 16"O.C. FACE NAIL ALONG EDGES O.H. BUILDING SECTION O.H. HC/HR Heel Joint Connection OR AS DETERMINED BY ACCEPTED ENGINEERING PRACTICE. S-1 f,For wall-to-wall and wall-to-foundation connections,the uplift connection WALL STUD 1/3 lus rrje9 ac or A5 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"x0.113")OR TOE NAIL force shall be permitted to be reduced by 60 plf for each full wall above. 1/4 1.33 4-8d COMMON USE SIMPSON H10S SEISMIC&HURRICANE R802.11.1.2 RAFTER UPLIFT RESISTANCE. _ g.Linear interpolation between tabulated roof spans and wind speeds TIES AT EACH RAFTER TO STUD CONNECTION 1/6 1.20 shall be permitted. INDIVIDUAL RAFTERS SHALL BE ATTACHED TO SUPPORTING WINDOW 12 TOP PLATE TO TOP PLATE. 16d BOX(3-1/2"x0.162") 16"O.C. FACE NAIL 18 GAGE-(24)8dx1""NAILS IN EACH TIE. 1/10 or less 1.11 WALL ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING h.The tabulated forces for a 12-inch on-center spacing shall be permitted (UPLIFT: DOUG FIR= 1,010, HEM FIR=870) UPLIFT FORCES AS DETERMINED BY TABLE R802.11 OR AS 13 DOUBLE TOP PLATE SPLICE 8- 16d COMMON OR FACE NAIL ON EACH SIDE OF END JOIST(MIN to be used to determine the uplift load in pounds per linear foot. Where: DETERMINED BY ACCEPTED ENGINEERING PRACTICE.CONNECTIONS FOR BEAMS USED ►N A ROOF SYSTEM SHALL - _ - - - ELEMENTS ABOVE 12- 16d BOX 24"LAP SPLICE LENGTH EA.SIDE OF END JOINT) HC=Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls. BE DESIGNED IN ACCORDANCE WITH ACCEPTED 14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL HR=Height of roof ridge measured vertically above the top of the rafter ENGINEERING PRACTICE. - GIRDER / HEADER ABOVE JOIST OR BLOCKING (AT BRACED WALL PANELS) 16d BOX(3-1/2") 12"O.C. FACE NAIL 15 TOP OR BOTTOM PLATE TO STUD 3- 16d BOX END NAIL ® POST DOWN 2- 16d COMMON R403.1.6 FOUNDATION ANCHORAGE. R403.1.6.1 FOUNDATION ANCHORAGE IN R602.10.8 BRACED WALL PANEL CONNECTIONS. CONTINUOUS RIM 16 TOP PLATES, LAPS AT C012NERS 3- 16d BOX FACE NAIL WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY SEISMIC DESIGN CATEGORIES C, Do, D1 AND D2. BRACED WALL PANELS SHALL BE CONNECTED TO FLOOR FRAMING OR OR BAND JOIST FULL HEIGHT BLOCKING CONTINUOUS r�X LSD INTERCONNECTED COMBINATION ON CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO FOUNDATIONS AS FOLLOWS: `�-, CO SMOKE AND PER R313 OF IRCO XIDE AND INTERSECTIONS 2- 16d COMMON IN ADDITION TO THE REQUIREMENTS OF SECTION R403.1.6, ALONG LENGTH OF BRACED WALL PANEL DETECTORS AS PER R313 OF IRCONY THE FOUNDATION IN ACCORDANCE WITH THIS SECTION. THE FOLLOWING REQUIREMENTS SHALL APPLY TO WOOD 17 1"BRACE TO EACH STUD AND PLATE 3- 16d BOX FACE NAIL LIGHT-FRAME STRUCTURES IN SEISMIC DESIGN CATEGORIES 1.WHERE JOISTS ARE PERPENDICULAR TO A BRACED WALL PANEL PERPENDICULAR FRAMING 2- 16d COMMON COLD-FORMED STEEL FRAMING SHALL BE ANCHORED DO, D1 AND D2 AND WOOD LIGHT-FRAME TOWNHOUSES IN ABOVE OR BELOW, A RIM JOIST, BAND JOIST OR BLOCKING SHALL DIRECTLY TO THE FOUNDATION OR FASTENED TO WOOD SILL SEISMIC DESIGN CATEGORY C. BE PROVIDED ALONG THE ENTIRE LENGTH OF THE BRACED WALL PANEL CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR FLOOR FRAMING PLATES IN ACCORDANCE WITH SECTION R505.3.1 OR R603.3.1 IN ACCORDANCE WITH FIGURE R602.10.8(1). FASTENING 8d @ 6"O.C.ALONG 8d @ 6" O.C.ALONG MAINTAINING JOB SITE SAFETY DURING THIS PHASE OF WORK&SHALL COMPLY WITH ALL APPLICABLE AS APPLICABLE.WOOD SILL PLATES SUPPORTING 1. PLATE WASHERS CONFORMING TO SECTION R602.11.1 OF TOP AND BOTTOM WALL PLATES TO FRAMING, RIM JOIST, BAND JOIST BRACED WALL PANEL BRACED WALL PANEL 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX, 3-8d COMMON PER JOIST-TOE NAIL COLD-FRAMED STEEL FRAMING SHALL BE ANCHORED TO THE SHALL BE PROVIDED FOR ALL ANCHOR BOLTS OVER AND/OR BLOCKING SHALL BE IN ACCORDANCE WITH TABLE R602.3(1). FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING FOUNDATION IN ACCORDANCE WITH THIS SECTION. THE FULL LENGTH OF REQUIRED BRACED WALL LINES BRACED WALL PANEL BRACED WALL PANEL BUT NOT LIMITED TO BUILDING CODES, OSHA 22 RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR 8d COMMON, 10d BOX 6"O.C.TOE NAIL EXCEPT WHERE APPROVED ANCHOR STRAPS ARE 2.WHERE JOISTS ARE PARALLEL TO A BRACED WALL PANEL ABOVE OR REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS TOP PLATE(ROOF APPLICATIONS ALSO) WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON USED. PROPERLY SIZED CUT WASHERS SHALL BE BELOW,A RIM JOIST, END JOIST OR OTHER PARALLEL FRAMING MATERIAL REMOVAL& DISPOSAL. MONOLITHIC SLABS,WOOD SOLE PLATES OF BRACED WALL PERMITTED FOR ANCHOR BOLTS IN WALL LINES NOT MEMBER SHALL BE PROVIDED DIRECTLY ABOVE AND BELOW THE 3- 16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG THE CONTRACTOR SHALL INDEMNIFY&HOLD 23 BLOCKING TO JOIST 2-10d BOX, 2-8d COMMON EACH END PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND CONTAINING BRACED WALL PANELS. BRACED WALL PANEL IN ACCORDANCE WITH FIGURE R602.10.8(2). ALL WOOD SILL PLATES SHALL BE ANCHORED TO THE WHERE A PARALLEL FRAMING MEMBER CANNOT BE LOCATED DIRECTLY /r BRACED WALL PANEL BRACED WALL PANEL HARMLESS THE OWNER,THE ARCHITECT,AND 24 BLOCKING TO SILL OR TOP PATE 4-16d BOX, 3- 16d COMMON TOE NAIL FOUNDATION WITH MINIMUM 1/2-1 NCH DIAMETER 2. INTERIOR BRACED WALL PLATES SHALL HAVE ABOVE AND BELOW THE PANEL, FULL DEPTH BLOCKING AT 16-INCH (406 THEIR AGENTS&EMPLOYEES FROM AND AGAINST (12.7 MM)ANCHOR BOLTS SPACED A MAXIMUM OF 6 FEET ANCHOR BOLTS SPACED AT NOT MORE THAN 6 FEET MM)SPACING SHALL BE PROVIDED BETWEEN THE PARALLEL FRAMING PERPENDICULAR FRAMING ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES 25 2"PLANKS(PLANK AND BEAM FLOOR AND ROOF) 3- 16d COMMON,4- 10d BOX AT EACH BEARING-FACE NAIL (1829 MM)ON CENTER OR APPROVED ANCHORS OR (1829 MM)ON CENTER AND LOCATED WITHIN 12 INCHES MEMBERS TO EACH SIDE OF THE BRACED WALL PANEL IN ACCORDANCE ARISING OUT OF OR RESULTING FROM ANY OF THE CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS ITEMS LISTED ABOVE. ANCHOR STRAPS SPACED AS REQUIRED TO PROVIDE (305 MM)OF THE ENDS OF EACH PLATE SECTION WHEN WITH FIGURE R602.10.8( FASTENING BLOCKING AND WALL PATES OR BAND JOIST ALONG LENGTH OF BRACED WALL PANEL 26 BAND OR RIM JOIST TO JOIST 4- 10d BOX, 3' 16d COMMON PER JOIST EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER(12.7 MM) SUPPORTED ON A CONTINUOUS FOUNDATION. SHALL BE IN ACCORDANCE WITH TABLE R602.3(1)AND FIGURE ANCHOR BOLTS. BOLTS SHALL EXTEND A MINIMUM OF 7 R6o2.10.8(2}. FIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION THE CONTRACTOR SHALL VERIFY ALL FIELD 27 BUILT UP GIRDERS AND BEAMS 10d BOX 24"O.C. FACE NAIL TO TOP AND BOTTOM INCHES (178 MM)INTO CONCRETE OR GROUTED CELLS OF 3. INTERIOR BEARING WALL SOLE PLATES SHALL HAVE CONDITIONS AND NOTIFY THE ARCHITECT OF ANY STAGGERED ON OPPOSITE SIDES CONCRETE MASONRY UNITS. THE BOLTS SHALL BE LOCATED ANCHOR BOLTS SPACED AT NOT MORE THAN 6 FEET 3. CONNECTIONS OF BRACED WALL PANELS TO CONCRETE OR MASONRY WHEN PERPENDICULAR TO FLOOR / CEILING FRAMING CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE IN THE MIDDLE THIRD OF THE WIDTH OF THE PATE,A NUT (1829 MM)ON CENTER AND LOCATED WITHIN 12 INCHES SHALL BE IN ACCORDANCE WITH SECTION R403.1.6. RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. 28 LEDGER STRIP SUPPORTING 4- 16d BOX, 3- 16d COMMON EACH JOIST OR RAFTER, FACE NAIL AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR BOLT. (305 MM)OF THE ENDS OF EACH PLATE SECTION WHEN THE ARCHITECT SHALL BE HELD HARMLESS BY ANY JOISTS OR RAFTERS THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SUPPORTED ON A CONTINUOUS FOUNDATION. CONTINUOUS RIM CONTINUOUS RIM FULL HEIGHT BLOCKING SECTION WITH ONE BOLT LOCATED NOT MORE THAN 12 OR BAND JOIST OR BAND JOIST @ 16"O.C.ALONG AGENCY FOR ANY"ERRORS&OMISSIONS"ON 29 BRIDGING OR BLOCKING TO JOIST 2-10d BOX EACH END,TOE NAIL INCHES (305 MM)OR LESS THAN SEVEN BOLT DIAMETERS 4.THE MAXIMUM ANCHOR BOLT SPACING SHALL BE 4 BRACED WALL PANEL THESE DOCUMENTS. FROM EACH END OF THE PLATE SECTION. INTERIOR BEARING FEET(1219 MM)FOR BUILDINGS OVER TWO STORIES IN TOE NAIL 3-8d NAILS THE CONTRACTOR IS SOLEY RESPONSIBLE FOR -� SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO FRAMING WALL SOLE PLATES ON MONOLITHIC SLAB FOUNDATION THAT HEIGHT. DESCRIPTION OF NUMBER AND TYPE SPACING OF FASTENERS ROOF SHEATHING GABLE ARE NOT PART OF A BRACED WALL PANEL SHALL BE 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG AT EACH BLOCKING "METHODS&MEANS"OF CONSTRUCTION. THE BUILDING ELEMENTS OF FASTENERS PANEL EDGES INTERMEDIATE END WALL FRAMING POSITIVELY ANCHORED WITH APPROVED FASTENERS.SILL 5. STEPPED CRIPPLE WALLS SHALL CONFORM TO BRACED WALL PANEL BRACED WALL PANEL MEMBER ARCHITECT IS NOT RESPONSIBLE FOR FIELD PLATES AND SOLE PATES SHALL BE PROTECTED AGAINST SUPERVISION. SUPPORTS SECTION R602.11.2. BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 30 3/8"TO 1/2" 6d COMMON (SUBFLOOR, 6" 12"F 6" DECAY AND TERMITES WHERE REQUIRED BY SECTIONS R317 AND R318. 6.WHERE CONTINUOUS WOOD FOUNDATIONS IN WALL) 3-8d NAILS AT EACH 8d COMMON (ROOF) ACCORDANCE WITH SECTION R404.2 ARE USED,THE 3- 16d @ 16"O.C.ALONG 3- 16d @ 16"O.C.ALONG BLOCKING MEMBER EXCEPTIONS: FORCE TRANSFER SHALL HAVE A CAPACITY EQUAL TO 31 19/32"TO 1" 8d COMMON 6" 12"F 6" 1. WALLS 24 INCHES (610 MM)TOTAL LENGTH OR OR GREATER THAN THE CONNECTIONS REQUIRED BY BRACED WALL PANEL BRACED WALL PANEL SHORTER CONNECTING OFFSET BRACED WALL PANELS SECTION R602.11.1 OR THE BRACED WALL PANEL SHALL A. ULTIMATE WIND SPEED: 140 MPH.NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6"O.0 SHALL BE ANCHORED TO THE FOUNDATION WITH A BE CONNECTED TO THE WOOD FOUNDATIONS IN FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO GABLE END WALL FRAMING MINIMUM OF ONE ANCHOR BOLT LOCATED IN THE ACCORDANCE WITH THE BRACED WALLThl\L-LCONTINUOUS RIM ADDITIONAL FRAMING 2- 16d NAILS CENTER THIRD OF THE PATE SECTION AND SHALL BE PANEL-TO-FLOOR FASTENING OR BAND JOIST MEMBER DIRECTLY BELOW EACH SIDE EXTERIOR WALL WOOD STRUCTURAL PANELS TO RESIST WIND PRESSURES ATTACHED TO ADJACENT BRACED WALL PANELS AT REQUIREMENTS OF TABLE R602.3(1). MINIMUM NAIL MINIMUM WOOD WOOD WALL NAIL SPACING CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1). BRACED WALL PANEL FULL HEIGHT BLOCKING D E. NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL STUD FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION @ 16"O.C.ALONG PANEL SPAN RATING PANEL THICKNESS SPACING EDGES FIELD 2. CONNECTION OF WALLS 12 INCHES(305 MM)TOTAL BRACED WALL PANEL LENGTH OR SHORTER CONNECTING OFFSET BRACED WHEN PARALLEL TO FLOOR/CEILING FRAMING 8d COMMON NAIL 1.75 INCH 24/16 1/2" 16"O.C. 6" 12" WALL PANELS TO THE FOUNDATION WITHOUT ANCHOR (2-1/2"x 0.131") BOLTS SHALL BE PERMITTED.THE WALL SHALL BE 5/8" DIA.x 12" LONG ANCHOR ATTACHED TO ADJACENT BRACED WALL PANELS AT BOLTS @ 4'-0"O.C. MAX.AS PER Board Southold Town INTERIOR GYPSUM WALL BOARD CORNERS AS SHOWN IN ITEM 9 OF TABLE R602.3(1). SECTION R403.1.6. E3oard of Trustees R602.10.8.2 CONNECTIONS TO ROOF BELOW, WOOD STRUCTURAL PANEL GYPSUM BOARD APPLICATION GYPSUM BOARD FRAMING SPACING OF FASTENERS SIZE OF NAILS TO SHEATHING EXTENDING ABOVE THE TOP THICKNESS ORIENTATION MEMBERS WOOD FRAMING 3"x 3"x 3ga BEARING PATE FRAMING. PLATE AS SHOWN IN FIGURE R602.10.8.2(3) TO FRAMING SPACING NAILS SCREWS (SIMPSON BPS5/8-3) TOP PLATES OF EXTERIOR BRACED WALL PANELS SHALL SHALL BE PERMITTED TO BE FASTENED TO MIN. CLEARANCE BE ATTACHED TO RAFTERS OR ROOF TRUSSES ABOVE IN EACH TRUSS WEB WITH THREE-8D NAILS PER SECTIONS 4"MIN ACCORDANCE WITH TABLE R602.3(1)AND THIS SECTION. (21/2 INCHES x 0.131 INCH AND BLOCKING 1/2" CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS R404.1.6 AND �-8"MAX WHERE REQUIRED BY THIS SECTION, BLOCKING BETWEEN BETWEEN THE TRUSSES SHALL NOT BE REQUIRED. WALL EITHER DIRECTION 16"O.C. 8" 16" R317.1 #3. RAFTERS OR ROOF TRUSSES SHALL BE ATTACHED TO _ 4 KAZEL AUHITHTURE 2-2x 6 SILL PATES WITH TOP PLATES OF BRACED WALL PANELS AND TO RAFTERS 2. FOR SEISMIC DESIGN CATEGORIES DO D1 AND D2,WHERE SOLID BLOCKING BETWEEN5/8" CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS Z SILL SEAL AND TERMITE WALL EITHER DIRECTION 16"O.C. 8" 16" FINISHED � .° SHIELD. AND ROOF TRUSSES IN ACCORDANCE WITH TABLE THE DISTANCE FROM THE TOP OF THE BRACED WALL PANEL RAFTERS ATTACHED TO TOP R602.3(1).A CONTINUOUS BAND, RIM OR HEADER JOIST OR TO THE TOP OF THE RAFTERS OR ROOF TRUSSES IS 151/4 PATES WITH 8d @ 6"O.C. GRADE 00 ROOF TRUSS PARALLEL TO THE BRACED WALL PANELS INCHES (387 MM)OR LESS, BLOCKING BETWEEN RAFTERS ALONG LENGTH OF BRACED TYPE"X"AT 1-7/8"LONG 6d COATED 2 Windemere Court,P.O. Box 169, Speonk,NY 11972 GARAGE CLG. PERPENDICULAR 16"O.C. 6" 6" NAILS EQUIVALENT CONCRETE STEM WALL SHALL BE PERMITTED TO REPLACE THE BLOCKING OR ROOF TRUSSES SHALL BE PROVIDED ABOVE THE WALL PANEL 8' THICKNESS PER SECTION Phone: 631-874-2925 Fax: 631-874-7377 5/8" BENEATH DRYWALL SCREWS. MIN. REQUIRED BY THIS SECTION. BLOCKING SHALL NOT BE BRACED WALL PANEL IN ACCORDANCE WITH FIGURE w HABITABLE SCREWS SHALL COMPLY MIN. DEPTH PER SECTION R404.1.4.2 REQUIRED OVER OPENINGS IN CONTINUOUSLY SHEATHED R602.10.8.2(1). a keri@kazelarchitects.com ROOMS WITH IRC SECT. R702.3.5.1 R403.1.4 OR GREATER FOR BRACED WALL LINES. IN ADDITION TO THE REQUIREMENTS it FROST PROTECTION PER z OF THIS SECTION, LATERAL SUPPORT SHALL BE 3.WHERE THE DISTANCE FROM THE TOP OF THE BRACED Proposed Home for: SECTION R403.1.4.1 2 e' . PROVIDED FOR RAFTERS AND CEILING JOISTS IN WALL PANEL TO THE TOP OF RAFTERS OR ROOF TRUSSES ( DJ Custom Homes 0 4 ACCORDANCE WITH SECTION R802.8 AND FOR TRUSSES IN EXCEEDS 151 INCHES(387 MM),THE TOP PATES OF THE ACCORDANCE WITH SECTION R802,10.3. ROOF BRACED WALL PANEL SHALL BE CONNECTED TO M VENTILATION SHALL BE PROVIDED IN ACCORDANCE WITH PERPENDICULAR RAFTERS OR ROOF TRUSSES ABOVE IN 265 Arshamomaque Avenue .a SECTION R806.1. ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING N Southold, New York 11971 .� ," < ' °O � WHERE TORE DISTANCE FROM THE OP OF THE BRACED METHODS: � Town of Southold CONTINUOUS LOAD PATH FOR WALL PANEL TO THE TOP OF THE RAFTERS OR ROOF 3.1. SOFFIT BLOCKING PANELS CONSTRUCTED IN County of Suffolk 2x 4 KEYWAY IN CONCRETE TRUSSES ABOVE IS 91/4 INCHES(235 MM)OR LESS, ACCORDANCE WITH FIGURE R602.10.8.2(2). FIGURE R602.1 0.8.2(1) WALL BRACING DETAILS N OT E S 16"MIN FOOTING PLACED PRIOR TO BLOCKING BETWEEN RAFTERS OR ROOF TRUSSES SHALL BRACED WALL PANEL CONNECTION SCTM #: 1000-56-2-14 FEMA: X STEM WALL INSTALLATION NOT BE REQUIRED. WHERE THE DISTANCE FROM THE TOP 3.2.VERTICAL BLOCKING PANELS CONSTRUCTED IN BASEMENT OR CRAWL SPACE ALT:#4 REBAR @ 48"O.C. OF THE BRACED WALL PANEL TO THE TOP OF THE ACCORDANCE WITH FIGURE R602.10.8.2(3). TO PERPENDICULAR RAFTERS CODE 14"MIN INTO STEM WALL. RAFTERS 35 ROOF TRUSSES ABOVE IS BETWEEN 91/4 Load Path Diagrams AS PER THE 2020 RESIDENTIAL CONCRETE STEM WALL AND INCHES(235 MM)AND 151/4 INCHES (387 MM), BLOCKING 3.3. BLOCKING PANELS PROVIDED BY THE ROOF TRUSS SPREAD FOOTING FOR BRACED BETWEEN RAFTERS OR ROOF TRUSSES SHALL BE MANUFACTURER AND DESIGNED IN ACCORDANCE 11 11 WALL PANELS. PROVIDED ABOVE THE BRACED WALL PANEL IN WITH SECTION R802. for Wall Braced Walls ACCORDANCE WITH FIGURE R602.10.8.2(1). OF NEW YORK STATE EXCEPTION:WHERE THE OUTSIDE EDGE OF 3.4. BLOCKING, BLOCKING PANELS OR OTHER Date: A ril 16 2024 METHODS OF LATERAL LOAD TRANSFER DESIGNED IN 1> > TRUSS VERTICAL WEB MEMBERS ALIGNS WITH ACCORDANCE WITH THE AWC WFCM OR ACCEPTED Al2 THE OUTSIDE FACE OF THE WALL STUDS ENGINEERING PRACTICE. Scale: As noted Project No. LE INTERIOR CHASE WALLS AIR BARRIER A DB NSULAT ON1INSTALLATION I � - W!IM E;4Y--->w PIPE PHTRATION iIS!i I E' COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA T.O;"r.1F'.P1.150 F ! T4E IJl T : `` _.._... ,. N, , .. -.,. WANDING FOAII AT -- - - r GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A PEWkIETER CIF PIPE INSTALLED IN THE BUILDING ENVELOPE. SEALING MATERIAL. EXTERIOR THERMAL ENVELOPE CONTAINS `� ' . ( — THIN•ROFILESHFATHIT3 ?.Foal � � � � ' � � � � A CONTINUOUS AIR BARRIER. BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE Jp°I' 11,UO 3 ENDC� SEALED. - ! -� Q" i! iaT CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED THE INSULATION IN ANY DROPPED CEILING/SOFFIT FP°"t�'I�f qE��"tiIEAT _ - CEILING/SOFFIT SHALL BE ALIGNED WITH SHALL BE ALIGNED WITH THE AIR BARRIER. " .. -6 �Fx�FF:F E i!"�'>fMIG,aim AT R9 ,r ', ti rf ' ' THE INSULATION AND ANY GAPS IN THE AIR a. --t-------x------L -----L------L------ -� -r --r- y- El>iH3'e,Will, BARRIER SHALL BE SEALED. ry�^,}�^ t f{` f/J Aj Jf ACCESS OPENINGS, DROP DOWN STAIR OR ! - �`I•_ir'i'u•11 LLJ�+-l�§f?vi�a. A t '"_ J' a lr )�.+51='.. i ¢ 7 ,\ j �{ �t J 1. f 1 I f - I'. . ^ I f! i r , t KNEE WALL DOORS TO UNCONDITIONED - �.. ' t. - ST�. 1 •• •�l ATTIC SPACES SHALL BE SEALED. T-'t! ? LE V,',M1 I ti m... _ •,'��,- ,�,s ! :r�., 'f r.°��Llfl t';� E. �!L. � - •' WALLS THE JUNCTION OF THE FOUNDATION AND CAVITIES WITHIN CORNERS AND HEADERS OF FRAME r A> - I . E :�>a I SILL PLATE SHALL BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILLING �C>�I f1%LIM 6:40C� � .w ., d. � - ' � I EXTERIgR NSULATEa>�VALL. THE JUNCTION OF THE TOP PLATE AND TOP THE CAVITY WITH A MATERIAL HAVING A THERMAL J 4 (T r OF EXTERIOR WALLS SHALL BE SEALED. RESISTANCE OF R-3 PER INCH MINIMUM. KNEE WALLS SHALL BE SEALED EXTERIOR THE • i ' c"""atiS�,Gm }aEtr r i _ ....__.._._....... AL ENVELOPE INSULATION FOR FRAMED WALLS SHALL �-.._. - ______ ______ _._..._._.. _.. ..._-__._._.__.______ ,..____._ �• ¢. j CONTACT AND CONTINUOUS AL SUBSTANTIAL ALIGNMENT WIITHTHEAIR PLAN OF INTERIOR PIPE / BARRIER. a _- - ' -- _ WINDOWS, SKYLIGHTS �/ ' CHIMNEY ENCLOSURE THE SPACE BETWEEN WINDOW/DOOR F.CC; AS%5��.`c�' _,. _. __,�_.. __..a - r .,� .-,........ -__.._..._ ,.._, _ - •�=a*'tg n c=!� AND DOORS a R _} N ... W x _. - + ,It,-v C JAMBS AND FRAMING AND SKYLIGHTS AND [[t,rc -- �: :E-'�•`,i I SCALE: NTS FRAMING SHALL BE SEALED. - c �liata�.,^i -- 4 r' RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR RIM JOISTS SHALL BE INSULATED. BARRIER. 1a'•;': L ,_ FLOORS INCLUDING ABOVE- -_ r` : sc-�' ,Y THE AIR BARRIER SHALL BE INSTALLED AT FLOOR FRAMING CAVITY INSULATION SHALL BE I I��TE*;I ��1�' TIALC�'�SE .. GARAGE AND CANTILEVERED ANY EXPOSED EDGE OF INSULATION. INSTALLED TO MAINTAIN PERMANENT CONTACT WITH C;'ti"? J; _:; I FLOORS) THE UNDERSIDE OF THE SUBFLOOR DECKING,OR SECTION THRU TUB 5e 6;T j r - - -- -- - -----____.___________. ___-...__._____-_-_..._-_______.____.-__.____ _� -�-- FLOOR FRAMING CAVITY INSULATION SHALL BE SCALE: NTS Q""r T':I.r.r":.a I y "' PROVIDE I`�TERIvR !-'EyTH1FI ' ,_'' PERMITTED TO BE IN CONTACT WITH THE TOP SIDE OF A.!; --__ I a �{T E �IS,�( R11i+�,LL PI '�"I i <, �✓' J SHEATHING, OR CONTINUOUS INSULATION INSTALLED SECTION THRU INTERIOR ,_- ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS T{�IlwltulOR4'��ILLASSEh"':Y �.,�. FIREPLACE ENCLOSURE I�� � FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS. SCALE: NTS 1 �I 1a,; _r- CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL WHERE PROVIDED, INSTEAD OF FLOOR INSULATION, '' SPACES SHALL BE COVERED WITH A CLASS I INSULATION SHALL BE PERMANENTLY ATTACHED TO SECTION THRU CANTILEVERED I , VAPOR RETARDER WITH OVERLAPPING THE CRAWLSPACE WALLS. ���T�R`I t `y JOINTS TAPED. SFIREPLACE �u,LL ' � SHAFTS, PENETRATIONS DUCT SHAFTS, UTILITY PENETRATIONS,AND SCALE: NTS � - FLUE SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, OR NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AAVAILABLE CAVITY SPACE. • SLID ltl " .' 4:r 1 • ! .r,.s, 5'1 ,!p'"._ f' . 'ti :.f 4.. rt.� .�,, f,`., ' GARAGE SEPARATION S�T'.,t, VA"T:h��..�11gEh, { AIR SEALING SHALL BE PROVIDED BETWEEN ,L!,DDER ELCC�IE;GiLS R=QUIRED THE GARAGE AND CONDITIONED SPACES. �. �LO ;Ih`r �.5 F'I td;li yCi - �'-�• �,` "' '.-I: F'�' RECESSED LIGHTING #! " Ih;SUIF�TL17 EXTER QR WALL RECESSED LIGHT FIXTURES INSTALLED IN RECESSED LIGHT FIXTURES INSTALLED IN THE r 1 r j a_IP,1EaiG, =tF"i fw�L ,�S� I THE BUILDING THERMAL ENVELOPE SHALL BUILDING THERMAL ENVELOPE SHALL BE AIR TIGHT /��CO!lflh"LICUIS BEAD OF ,.E1iLANT IIiTE�'� 1 J, BE SEALED TO THE DRYWALL. AND IC RATED. A 'IO n7E T;TrPJOR SHEV. tir, r -Fn'NV VERTICAL SECTION THRU CHASE Ea' . �' g �LLFIO� PLUMBING AND WIRING BATT INSULATION SHALL BE CUT NEATLY TO FIT TOIh-ER'DRWA,"_��5E��!F'_Y =- a: SCALE: NTS AROUND WIRING AND PLUMBING IN EXTERIOR WALLS, OR INSULATION THAT ON INSTALLATION READILY CONFORMS TO AVAILABLE SPACE SHALL EXTEND . T�t'.E$ Rrl 0!J i.1 FAN!" � •,ti �• f 4L° �,. ., '' f '� +,"� rah• ' ' '''1 F° �' t r, `'C'' II tt BEHIND PIPING AND WIRING. r 4 � n � ,^"+,�_'1 r"-. " •" ,„� �`j 't. 1�, � f .�„' ' ' .,`}Y'': ••�ry, ..f 10' ',,,\Ed ,`,� '�+ `,`,`i, g It. INTERIOR INTERIOR WATl'i'E" SHOWER/TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS PI~.CR TO PGTALLAP71 OF t I�'ilElr-�R IL'SULATEE, PALL. E�ET`P�t�a EXTERIOR WALL WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED. I r 1 °° ''g P'""-""°"""•'"'"- I?E"L �T'=�E�1',`���1; LAXERBLOS"Ir.':A3 F:QL SPA''E AN) ATTIC SHALL SEPARATE THEM FROM THE f III E��LO�I �,E C�JI;'11T10,! W ,. �'+�+ I A /� g� ,r'g �} fig_ C !' It;SIlLRT:L E�TEF'SR'r�'sLl. ROUGH STf?I�JOEa L SHOWERS AND TUBS. p�1T 49U tJJ 3 F''�"L' 1!E 1�•q l'I'"V�tLL lW.- 1' — / r"�' VERTICAL SECTION THRU TUB CHASE (UDIH E�~ 7 SIDES Or Vik'l) ELECTRICAL/PHONE BOX THE AIR BARRIER SHALL BE INSTALLED I ON EXTERIOR WALLS BEHIND ELECTRICAL OR COMMUNICATION - + i BOXES OR AIR SEALED BOXES SHALL BE , • SCALE: NTS INSTALLED. HVAC REGISTER BOOTS THAT PENETRATE FR'h,{ ! n QN, LE ; . tg1g� HVAC REGISTER BOOTS FLOOF ASSEME'Y---� r� ���r_ . _.._: _:.:.__ : .... .. FlO„F4 l r., R 5 ., - LXRMr"U,";4 ;" BUILDING THERMAL ENVELOPE SHALL BE '.�t° FIL��F Gt�CT64"fir ' SEALED TO THE SUBFLOOR OR DRYWALL. _.....__.-- r; ti�¢{ SEA.L W7 WHEN REQUIRED TO BE SEALED} ` -t�r.ar.. .F,rf:•., sa. :r..ir'r:.v$r:..i.�.. r...:+,. :.,.Y. .�ti r9'%. w..:::,- �.. , CONCEALED SPRINKLERS ` CONCEALED FIRE SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT IS RECOMMENDED BY THE MANUFACTURER. I 1 EEC a.` 1'"�F�•�l.' "` CAULKING OR OTHER ADHESIVE SEALANTS INSULATEDt} - SHALL NOT BE USED TO FILL VOIDS ` .-• A I ?t3-'':','SLY BETWEEN FIRE SPRINKLER COVER PLATES aUC7 2x4 BLCi.!�I'd AND WALLS OR CEILINGS. SECTION THRU BUILT IN BENCH �'Eh ` I'`�`�°``� --- --- _ DUCT —Ek�r'WDIi'�'� #^,�6II;L�'!1 -- --•-- 't�b�r�'Ih'y=Ti:L"i'R A. IN ADDITION, INSPECTION OF LOG WALLS SHALL SCALE: NTS SECTION THRU SHOWER BE IN ACCORDANCE WITH THE PROVISIONS OF ICC-400. SHAFT TTEI�,OU:=REli9 TO THE BEST OF MY KNOWLEDGE, BELIEF AND - SCALE: NTS `----~— SE!GTICrN T}'Rl1 ST��IRU'AY SECTI�''I THRU YIALL PROFESSIONAL JUDGMENT, SUCH PLANS OR SCALE: NTS SPECIFICATIONS ARE IN COMPLIANCE WITH THE ENERGY CODE. I NEARBY CERTIFY THAT THE PROPOSED THERMAL ENVELOPE FOR THIS PROJECT STAIRWAY WITH UNCONDITIONED WAS DESIGNED BY MYSELF OR UNDER MY DIRECTION. ELECTRICAL Vi IRE SPACE BELOW SIGNATURE/SEAL: SCALE: NTS 24 TOP FLAITE �--- PLIIBE BIND PIPE -r h'"-"aUFAn7.l"FC REusirD t IGHT R,21 SJF'E C`� ; T@0P,W1 FLIV ---------. , ATT'C INSOLAW1 - A5SE"5LY -----------_ EXPANDING FOAM S EXA I _ � 11 AT, TRt1�S _ '' g- „vdiE TOP PLATE - -- -- - - ,.n i0E fill►iJOUfi @E�G CI< s es �Ii,'XOFtXIE�FLOOR _ F4 ► BoardoSTro,e ------ ASSFE-1.0_Y �- - C01IMNIJOUS BE, E MA1�'alhG Ft��"1'I WALL STUD ry 11 Y 1�,'F,,0FR 7 SOF"Ii SEALANT g '1' S I � I `d \hh: _ t _• Y' g tfgr G'JCT f _. n u ASSELIK 1 FIX E11E ,,.,s v Air Sealing Details >r'r1I L STI:'D � `f �' ti- 1 I+ 'r^00 FPJ1,!W SOFF T Jg le' ^+ E, R�'P • �' r�' ! 4�1 _ I�r�SEMOLY AT EKTEP'.w? "rA�IFRIGP, .. i� fA` j ----- .-A. xl< .31.+ F'7 a1�.r..«�_�T � N.�.._,:Ill � M\' 111 Keri Kaz Architecture �E , DI" 1 SF,L N pI• �-TT-P = F.�O'r►O�Ih�ER, ,".HEfi,TF`c;!� ___ el, Ar 1 —CL�';TINUCOS READ OF 5EA'AK;o - > �TEXTERIDR7,ALLRR:CR �,' N._.m._.- 2 ,r� � Windemere Court CIE Yti`pA!.L CElI�'; - 10 S0FFi i Aa Eh9EL'V ' CG�tF,t',J G�END P.O. Box 169 RE CT=S5Ea LI(:�"ITII;G FI�TL RF Speonk, NY 11972 Phone: 631-874-2925 E!C►tizT 0.15 Eaa� �~ Fax: 631-874-7377 . OFSE 01T keri@kazelarchitects.com PIPE PENETRATIONS WIRE PENETRATIONS PRE BUILT RECESSED LIGHT r.-�x. SCALE: NTS SCALE: NTS SCALE: NTS ECTION THRU PLUMBING SOFFIT SECTION THRU DROPPED SOFFIT Date: May 12, 2020 WITH SECOND FLOOR ABOVE WITH SECOND FLOOR ABOVE Scale: As noted ID2 SCALE: NTS SCALE: NTS Project No. Plate nail-16d 0.135"x 3Y" Load bearingor braced/shear wall 1Yz"round holes may be JOIST DETAILS ( ) above(must tack over wall below) Y at 12"on-center Load bearing or braced/shear wall above cut anywhere in web Plate nail 16dent 0.135"x 3 YZ') Plate nail, 16d(0.135 x 3 Y2") 7 „ Blockingpanel: 1Ya"TJ"Rim Board, ( present) ALLOWABLE HOLES TJ I R Joists outside of hatched zone if ' ( When sheathing thickness exceeds/ , 2x stud wall at Floor panel nail- p must stack over wall below when resent W - 0 at 16"on-center at 16"on-center _ p 1Y4"or 1Y2"TimberStrand"LSL or No load bearing they are located 3"away Blocking panel: trim sheathing tongue at rim board 16"on center 8d(0.131"x 2Y)at 6"on-center ". horizontally 1Ya"TJ"Rim Board, 1 ia"or Web stiffener 1 " TJI Dist. wall above Blocking panel: Min.distance from Table A Min.distance from Table B (edge-to-edge)Plate nail-16d(0.135"x 3/2 ) 1 from a 1Y2"TimberStrand®LSL or ®reredoth * Web stiffeners required on 2x4 minimum Web stiffeners 1/s"TJ"Rim Board, DO NOT larger hole. ®• ONLY at 16"on center both sides at A31AW ONLY squash blocks required each side 1%"or 1Y2"TimberStrand®LSL cut or notch flange. TJI Joist Sheathing q q Floor panel nail- ®. 8d(0.131"x 2Y2")at 6"on-center* boundary nails," 1 - at B3W ONLY or TJI joist 8d(0.131"x 2/2 ) 1Y4'"or 1/2 Rim-to-joist Web Stiffeners required at 4"on-center I I TimberStrand® �s" ❑ O �'- � O U Wait each side at A3._W 61 61 W - Web stiffeners 6" LSL rim board. � required on both Toe nail-10d(0.131" O O II II sides of both joist g' L 1 2 x D1 D1 Closely grouped round L2 2 x L2 D2 6" 6„ Toe nail, Toe nail, When sheathing holes are • ,• 1 i I •• 1Y8"TJ"Rim Board, 12„ x 3")at 6"on-center ends at B4W ONLY No field cut minimu permitted if minimum No fleldcur Do not cut 10d(0.131"x 3') 10d(0.131 x 3") (A3.1/A3.1 W only) thickness exceeds'/a", Web stiffeners required O NOT pores in (applies to all holes the group perimeter at 6"on-center at 6' on-center 1�"or 1 Y2"TimberStrand®LSL. trim sheathing tongue min. on both sides at B1W End of joists at hatched holes In holes larger cut hot in cantilever except knockouts) meets requirements for hatched tnan 1Ys"!n Web stiffener TJI®rim joist at rim board of support rein orcement. j and B2W ONLY centerline zones round or square holes. zones cantilever Toe nail-10d(0.131"x 3") Ta le A - End Support required on both Must have 1314"minimum * Install proper blocking to Blocking panels may be required pp at 6"on-center p P g 9 P Y q sides at A1W ONLY joist bearingat ends. Attach * support all panel edges B2 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Al Al W* (A2 A2W* A3 A3.1 A3.2 A3.3 g walls above or below-see detail B1 B3 63W 64 64W ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 0 0 rim joist per A3 detail. below-see detail B1 Jolsr TJI® *For additional installation specification: see Rim Board Details and Installation in A3W A3.1 A3.2 tA3.3 *For additional installation specifications see Rim Board . A3.4 * DEPTH2" 3" a" 5" 6Yz" 7" s%" 11" 13" 2" 3" 4" 5" 6Y2" 7" 8%- 11" 13" ONail through 2x_cantilever,wood backer and 110 1'-0" 16" 2-0" 3-0" s-O V-0" 1'-6" 2'-6" T-6" 4'•6" Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. OW OW Details and Installation in Weyerhaeuser Installation Guide lYe"TJ"Rim Board or 1Y4"or 1Y2"TimberStrand® TJI"joist web with 2 rows 10d 0.148"x 3" for Floor and Roof Framing,TJ-9001. Blocking 1 ( ) 9y2„ 210 r-o" r-6" r-6" T-O" 5'-6" no• 2'-0" 7-6" 4'•0" 5%0" 9 LSL. Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 1'-6" 2'-0" 2'-6• 3'-6" 5'-6" V-0^ 2'-0" T-O" 4'-s" 5'•0" top and bottom flange.Nail to blocking panel with Use 16d(0.135 x 3Y2")nails with 3Y2"TJI® 360 1'-6" 2'.0" 3'-0' 4'-0" 6'-0" 1'6" 2'-6" T-6" 5'-0'• 5'-6" connections equivalent to floor panel schedule. joist flange widths. 560 r•6" 2'-6" 3'-6" 6-0" T-0" 2'-0" T-0" a'-o" 5'-6" s•-o" 6'-0"length of TJI®joist 8"diameter maximum hole for 117/"- 1Ya"TJ"Rim Board 1Ya"or 1Y2"TimberStrand® 110 1'-0" 1•-0" 1•-6" 2'-0' 2'-6" T-0' 51-6" 1'-0" V-s" r-0" 2'•6" 4'-6" 5'-0^ 6'-0' reinforcement and filler 16"deep blocking panels;6"diameter 210 r-0" r-s" 2'-0" 2'.0" T-0" T-6" 6'-0" r-0• V-6" 2'-6" T-O" 5'-0" 6-6" 6'•6" 4'-0"length of 8"diameter maximum hole for 11Y8"- block. Use 4'-0"length maximum for blocking panels 9Y2' LSL. Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11% 230 1'-0" 1'-6" 2'.0" 2'-6" 3'-0" 3'-6" 6'-6" 1'-0" 2'-0" 2'-6" T-6" 5'-6" 5'-6" 7'-0" 360 1'-6" 2'-0" 3'-0" T-6" 4'-6" 5'-0" V-0" 1'-6" 2'-6" 3'-6" 4'-6" 6'-6" 6'-6" 7'-6" , " 7 ® „ one each at top an bottom flange. with one 8d(0.131"X 2Y2") 560 1'-s" 2'-6" 3'-0" 4'-0" 5'-6" 6'-0" 8'-0" 2'-6" 3'-6" 4'-6" 5'-6" 7'-0" 7'-6" 8'-0" Ya"reinforcement 16"deep blocking panels;6' diameter with 9Y2 and 11/e"TJI deep or shorter than flanges. long. Attach reinforcement to joist nail at each corner F1 applies to 8"diameter maximum hole for on one side at E2, maximum for blocking panels 9Y2" joists. Do not cut flanges. 1 gP 110 1'-0" 1'_0" 1•-0" 1'-0" V-6" 2'-0" 3'-0' 5'-6" 1•-0" 1'-0" 1•-6" 2'-0" T-6" 4'0" 6•-0" 8 0° Web stiffeners 117/a"-16"deep blocking panels; both sides at E3 deep or shorter than 12"long. with one 8d corner "x 2Y2") Horizontal blocking uniformly 210 V-0" 1'-0" 1'.0" 1'-6" 2%0" 2'•6• 3•-6" 6'-0" 1'-o• 1'.0" 2'.0" 2'-6" 4'.0" 4•-6~ s•-6" 8'-6" 1/a TJ Rim Board 1Ya' or 1/2 panels between each loaded joists 14" 230 1'.0" r-0" r-0" r-s" 2'-6" 2'-6" a'-0~ 7'.0" 1'-0" V-0" 2'.0" T-O" 4'•0" 5'-0" T-0" 9'-0" *minimurn d from above required on both 6"diameter maximum for 1 �� ® � 1 „ Wait at each corner Do not cut flanges. sides at E1 W ONLY blocking panels 9Y2"deep or TimberStrand®LSL.Nail with joist.Nail to top plate with • only. 360 r-0" r.o" r-6" 21-6" 3'-6" 4'-0" 5'-6" 8'-0" 1'-0" r-6' 2'-6^ 4'_0" 6'•0" 6'-6" 8'•0" 9'-6~ shorter than 12"long. 10d(0.131"x 3")nails,one 12"length of/4" connections equivalent to Wood D v� 560 r-o" r-o" 2'-0" T-O" 4'-6" 5'•0" 6'-6• 9'-0' r-6• 3'-0" 4'.0" 5'-0" T-o" T-6" 9'-0" 10'-0" Ys" Do not cut flanges. 1Ys"TJ"Rim Board or 1Y4"or 1Y2 each at to and bottom flan e. ` �.)) r-0" r.0" 1,-0" 1'.0" 1'-0" 2'-0' 3'-0" 5'-0' r-0- r-o" r-o" r-6" T-O" T-O" 5'-6" T-6" 10'-0" P 9 reinforcement on floor panel schedule. backer a .1TimberStrand®LSL. Nail with 10d t` � e ° z10 r-0" 1'-0" r-0" r-o" 1%0" 1'-6- r-6" T-6" 6'-0" r-o" r-o" r-o" 2'-0" 3'-a' T-6" 6'-6" a one side at tE 12"len th of Y" `�tt` t a a 0.131"x 3" nails,one each at Attach reinforcement to g a ec �0 16" 230 1'-0° r-o" r-0" 1'-0•' r-s° 1•-6" 3'-0" a•-o" T-o" no" 1'.0" r-o° r-o" 3'-s° a'-o" T-o" s'-o" 1r-o~( ) both sides at E6 top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side �a ,o83so r-o" r-o" r-o^ r-a' 2'-s^ 2'6" 4-s^ s-s^ s'-o" r-o^ r-o" r-s° 3-a' s-0^ s-s" s'-o^ 10'0^ 1r-s^" blockin between at E7,both sides at E8 F1 �e sso r-o r-or-o" r-o° 2'-6" T-0• 5'-0• 7' 10-0 1'-0' z'-0" T-0" a'-6" 6'-6" T-0" 10'-0" 11•-0" 12'.0"10d(0.148' x 3 )nails at 6' 9Attach reinforcement on-center,clinched.Use 2 each joist a" 6" 7 e" 10" 12" 1a%" 16Ya" 4" 6" 7" a^ 10" 12" 14Ya" 16Y4' Q E7 E8 Less than 5" 360 1'-0" 1'-0" 1'•0" 2'-0" 4'•0" 5'-s" 9'-6" V-0" T-0" 4'-6" 6'-0" 10'-0" IV-0" 13'-6" to joist flange with 2 rows with 9Y2"and 11%" Less than 5" 18' squash blocks n I p" 8d(0.131"x 21/2")nails at 6" a��tt` TJI®joists. sso 1.0" 11-0" 1 z'_o" 4'-6" T-0' 10'-6" 2'-0" 5'-0" 6'-6" 8'.0" 11•-0' 1r-o° 1a'_o" 1Ya"TJ"Rim Board or 2 \��� on-center.When reinforcing E5 E6 Gap*: WEB STIFFENER ATTACHMENT 20„ 360 1'•0~ 1'-0" 1 r-o° 2'-0' 4'-0• T.0" 10'.0" r-0" n6" T-0" 4-s" a'-0. 1r-s" 13-s' 15'-s' CS Use 2x4 minimum squash blocks to 1Y"or 1Y2"TimberStrand®LSL. Face grain �aF both sides,stagger nails. Ya minimum sso 1'_0" 1'.0" 1-0" 1'-0" 2'-O" 4'-6^ O' 1a'-s" 1s'-s" transfer load around TJI®joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 3%2"TJI®joist flange widths 1" 2Ya"maximum Table B - Intermediate or Cantilever Support E1 E1 W nails,one each at top and E2 E3 (1YZ'for TJI" � Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flange. EXTERIOR DECK ATTACHMENT Option#1. 560,560D) See table below. g pp rt A i subfloor TJI®joist blocking with end JOIST Tile ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE pp Y Web stiffener both sides. Structural exterior sheathing blocks installed at 1/3 joist-span DEPTH 2" 3" a" s" 6Yz• T' s%8" 11' 13" 2" 3•• a" 5" sY,' T' s�/a' 11" 13" adhesive to all See table below. *With point load from above,and no support ® Flush bearing plate required. Flashing locations using p PP Hanger height must Double TJI Joist Filler Block: g contact surfaces g below,install web stiffener tight to top flange 110 2'-0" 2'•6" T-6" a'-s" 7'-0' 1'-0" 3%0" 3'-0" 5'•6" T-6" 9 9 Hanger Backer Block:Install tight Maximum Ya overhang two 8d 0 113' x 2 be a minimum of 60% Attach per the table. ( Y2°r Tight fit (gap at bottom flange) 9Y2. 210 2'-0" 3'•0" 3'-0' 5'-6" 8'-6" 2'-0" T-6" 4'-6" 6'-6" T-6" of oist depth Nails shall be driven from to top flange(tight to bottom permitted at beam. Treated 2x nails or 230 2'-s" 3'-0" a'-o" s'-6" s's" 2'-O^ 3'-s' a'-s• s'-6" 7-s" u j p flange with face mount hangers). - an Nailing Requirements 360 3'-0" 4'.0" 5'-6' 6'-6" 9'-0" T-0" 4'-6" 5'-6" T-6" 8'-0" alternatin sides.Clinch nails gledger ,�SQ 2Y2"screws, " Depth Minimum Web g Clinch nails when possible. ors TJI Joist Series Number Nails 560 3'-6" 5'-0" V-0" T.6" 10'-0" 4'-0' 5'-6" s'-6'• 8'-0- 9'-0" when possible.. p See fastener y aF\ typical (in.) Stiffener Size Type p 1Ya"TJ"Rim Board or 1Ya" 3 ��a End Intermediate 110 r-0° r-o" r-s" r-s" a•-o~ 4•-6" e'-0" r-o" t'-s^ z•-s" a•-o~ 7'-0^ r-o° s•-s" II p table below. Maintain ® �Q 5 n 5 210 1'-0" V-0" 2%0" T-0" 4'-6" 5'-0' 9'-0' V-0" 2'.0" T-0" 4'-6" 8'.0" 8'-0' 10•-0" 2"distance minimum from or 1Y2"TimberStrand LSL. 110 All /a x 2/6°(" (minimum) 3 , 5 (� 8d 11%6" 230 1'•0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 101-0" V-0' 2'-6" T-6" 51-0" 8'-6" 9'-0" 10'-6- op mount 210 All /4'x 2/6" P edge of ledger to fastener. 7 5 ,(,) (0.113"x 2Y2') 360 2'-0" 3'-0' 4'.0" 5'-6" 7'-0" T-6. 11'-0" T-0" 3'-6" 6•0" T-o" 9'-6" 9'-6. 1r•0" hanger p ',• II Option#2: 230&360 All /a"x 2 16' 3 3 560 V-6" T-0" 4'-6" F-6" 8'-0" 8'-6" 12'-0" T-0" 4'-6" 6'-0" 8'-0" 10'-6" 1V-0" 12'-0" Fastener Allowable Load(2)(Ibs/bolt) 2x_strapping installed at Y3 16d 110 r•o' r•0" r-0" V-0" 2'.0" 2'-6^ a'-6^ 8'-6" r-0" r-0" r-0" 2'-6" 5•-0" V-0" 9'-0" 12'-0" Backer block Y2"Through bolt joist-span locations using two 560 All 2x4f2' 1 „ 210 r-o" r-0" r-0" r-0" 2'-6" 3'-0" 5'-6• 9'-6• V-0" 1•-0' r-o" T-6" 6'-0' T-0" 10'-0- 13'-0" Face mount Rim Board Material Y2'lag bolt Y2'Through bolt with Air Space (0.135"x 3/ ) 1a"' 230 V-0" 1'.0" 1••0" 2'.0" T-6" 4'•0" 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" T-6" 11'-0" 13'-6" hanger both sides of web g P 2Y2"screws per joist,typical with single TJI"joist 1Y8"TJ®Rim Board(3) 480 695 18" 4 4 360 1'-0" r-o" 2'•0" 3'-6" 5'-6" 6'-0" 8'-6. 12'•6- 1%0" 2'-0" 4'.0" 6-6" 9'-0^ 10'•0" 12'-0" 14'-0" 1 a"TimberStran LSL 610 725 615(4) Option#3: 560D 20' 2x4(2} 16d 5 5 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6^ 13'-6" 1'-0" T-0" 5'-0" T-0" 10'-0" 11'-0' 13'-6" 15'-0" Web stiffeners required if sides of ® 22"(3) (0.135"x 3Y") 6 11 110 r-0" r-0^ r-o" 1'•0" 1'.0" r-0" 2'-6" 5'-0- 8%6• r-o' r-0" r-0" r-0" 3'-6" a-s" s'-s" 11'-6" 15•-0" With top mount hangers,backer block required only 1 Y2"TimberStrand LSL 675 725 Directly applied ceiling H1 hanger do not laterally support at H2 H3 24"(3) 6 13 210 r-0" r-o" r-0" 1'-0" 1'.0" V-0^ 3'-8" 6'-0" 10'-0" r-o" r•0" r-o" r-6" a'-6" s'-6. 10'-0" 12'-6" 16'-0" 3 ". for downward loads exceeding 250 Ibs or for uplift (1)Corrosion-resistant fasteners required for wet-service applications. O least/a"of TJI joist toil flange O LA 2 AHowabte load determined in accordance with ASTM D7672. PB 1 When specified on the layout, one of W 1 PS1 or PS2 sheathing,face rain vertical 16" 230 1•-0" 11.0. 1;o•' 1;o•' 1;-s" 2'.0' a;-0" s;6. 11-0" 1,•0" 1'-0" 1;o" 2;s'• 5;o" s;o" 10'-6" 13•-6" 1s•-s•' conditions.For nailing requirements see page 5,TJ- ( ) O O ( ) g. 9 360 1-.0" 1.0" 1-0" 1-0" 3.0" 4.0• 6-6' 10-0" 13-6' 1-0" 1'-0" 2-0" a-o" T-6" 8-6" 13'-0" 14'-6" 1T-0" 9001 Weyerhaeuser installation Guide for Floor and O (3 1Y8"TJ®Rim Board is allowed with joist depths<_16' only. the bracing options above is required (2)Construction grade or better 60, y a ) g 5 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 7'-0" 11'-0" 15'40" 1'-0" 1'-0" 3'-6" 5'-6" 9'-0" 10'-0" 14'•6" 16'-0" 18'-0" Roof Framing, TJ-9001. (4)Maximum Yz"shimmed airspace. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 3 „ 3 3 „ 3 „ 4" 6" 7" 8" 10" 12" 14/• 16/a" 4" 6" 7" 8" 10" 12" 14/a 16/a BEAMDETAILS FASTENING of FLOOR PANELS 18„ 360 1'-0" 1•.0" 1'-6" 3'-0" 6'-0" 9'•0" 14'-6" 1'-0" 4'-0" 6'-6" 9'-0" 14'-6" 16'-6" 19'-0" Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1'-0' 1'-0" 1'-0" 2'.0" 6'-0" 10'-0" 15'-6" V-0" 6'-0" 8%6" 1V-6" 16'-6" 18'-0" IT-V TJI"(1)(2) Rim Board 1Y4- TJI®Joists 110 210 230or360 360 560 560D 360 1'-0" 1'-0" 1•-0" 1'-0" T-O" 6'•0" 11'-0" 15'-0" 1'-0" 1'-6" 4'-0" 7'-0" 12'-6. 16'-6" 19'-0" 20'-6" Nail Size 110,210, 360 and ® TimberStrand®LSL TimberStrand®LSL Microllam® Parallam® 20 560 11-0" 1'-0" vx,, vq, i-xv 5'-6" 11'•6" BEARING FOR DOOR BEAM E BEAM BEARING AT 1Ye"o 1 + or wider LVL PSL Depth 9Y2-'-11%" 14"-16" 9Y2"-11,/e" 14"-16" 9Yz 11�/s" 14"-16" 18"-20" 11%a" 14"-16" 18"-20" 22"-24" Rectangular holes based on measurement of longest side. BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL and 230 560 Rim Board 1/4•' 1/2" . Leave Ye"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. ® 8d(0.113"x 2Y2"),8d(0.131"x 2Y2") 4" 3" 6" 4" 3" 3" 4" 4" Filler Block(1) 2x6+%" 2x8+Y8" 2x6+Y2' 2x8+Y2' 2xl2+Yz" Two Two Two Four Y4'x 15" • Tables are based i uniform load tables in current lest n literature. 1Y8"TJ Rim Board or Strap per code if top plate 1 3 (Detail H2) 2x6 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing g 1Y4"or 1 Y2"TimberStrand® is not Continuous Over 10d(0.148"x 3"),12d(0.148"x 3/a") 4"() 4"(3) 6" 4" 3" 3" 5' 4" • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located LSL or blocking for lateral header 16d(0.162"x 3Y2") 6" 6" 16"(4) 6"(5) 6"(5) 6"(6) 8"(4) 6" Cantilever Filler 2x6 2x10 2x6+Y6" 2x10+Y8" 2x6+YZ 2x10+Y2" Not at the center of the joist span provided that no other holes occur in the joist. sheathing sheathing sheathing sheathing Not applicable support (1)Stagger nails when using 4"on-center spacing and maintain Y8"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) 4'-0"long 6'-0"Tong 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable ALLOWABLE HOLES - Headers and Beams panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for , Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. Backer Block t) s • s 3 •• 3/8" .. 3 " " (Detail F1 /6 or/ /4 or /6 or 1"Net 2x6 2x8 2x12 Two/4 x 15" plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least/� and staggered. or H2) sheathing 1"55E TimberStrand LSL Headers and Beams over column (3)With 10d(0.148"x 1'/s")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the Top mount (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1X"(to minimize splitting). Nall Size Filler (0.131"x 3") (0.131"x 3 z") largest hole(minimum) hanger ' (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y4"(to minimize splitting). Backer (0.131 x 3") Y3 depth Column Face mount Protect untreated (6)Can be reduced to 3Y2'on-center if nail penetration into the narrow edge is no more than 1Ya"(to minimize splitting). Filler 32 50 Allowed hole zone hanger wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail 2 15 g Quantity(2)() Backer Contact with recommendations listed above.® tY 15 15 r - ----- -- ------- L1 L2 L3 See current Weyerhaeuser concrete ■Maximum nail spacing for TJI joists is 18"on-center. O O ®• (1)ff necessary, g g Ys"gap at top ofjoist;see detail W.Filler and backer block 1.55 E TimberStrand LSL Y L4 ' nails if minimum penetration of 1"into the TJI Dist or rim board is achieved. ry,increase filler and backer block height for face mount hangers and maintain ■14 ga.staples may be substituted for 8d(0.113"x 2Y2) p J dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). o 0 0 0 0 O literature for framing connectors ail diameter or 3 " whichever is greater.■TO minimize splitting,maintain edge distance and row spacing of 2Y2 x n dla /8, g (2)Clinch Halls when possible. Headert or Beam Maximum Round ■Nailing rows must be offset at least Y2"and staggered. ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installaticn Guide for Floor depth Hole size and Roof Framing, TJ-9001. 9Ya"'-9Yz" 3" Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at s" 6° 11Ya"-11 i8" 35/s- Fastener Installation Requirements cantilever and end bearings by blocking 14"-16" 45/e" Piece #of Fastener TJl@ joist floor framing does E1 panels,hangers,or direct attachment to General Notes See illustration for allowed hole zone Width Plies Type") Min.Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. . Allowed hole zone suitable for headers and beams with (2) sides,stagger fasteners on the second mid-span blocking uniform and/or concentrated loads anywhere along the member. BEARING AT • Round holes only nails " 12„ side so they fall halfway between • No holes in headers or beams in plank orientation. COLUMN 2 12d-16d nails 3 Ya" 2(2' One side fasteners on the first side. • Screws 33/"or 3Y2° 2 24" 1 c nails 3" 3(2) Al Other Trus Joist® Headers and Beams i2" Both sides Rim board joint 12d-16d nails 3 Y4" 2(2) DO NOT bevel ut joist E2 between joists Microllam LVL B 3 j DONOTOVerhan seat cuts 1.3E TimberStrand® and Parallam®PSL beyond inside fa a of wall. 1%" 3Y8'or 3Y2" Both sides on beams beyon the inside LSL hole zone hole zone 2 x diameter of the Y3 depth Screws 2 24" Load must be applied evenly across 3. facie Ofsu ortmember. ~�largest hole(minimum) 5" One side entire beam width.Otherwise,use PPDO NOT cut,notch or drill Verify column capacity 10d nails"' 3" 3(2) One side connections for side-loaded beams. holes In headers or beams and beam bearing 12" L5 length.See current 4 12d 16d nails'3j 3 Ya" 2(2' (per ply) --- --- except as Indicated in ' '• d o L--- _--J o o illustrations and tables. Weyerhaeuser literature. 5"or 6" Both sides o , Screws 3 " 2 24" Multiple pieces can be nailed or bolted together to ® CS 6/4 One side L6 form a header or beam of the required size,up to a TJI rim joist Microllam® LVL and Other Trus Joist®Beams -- 5"or 6" Both sides maximum width of 7" Screws 2 24" L3 1Ya"TJ"Rim Board or Parallam®PSLHeader 3Y2" 2 6 Y4" One side " 1 ® allowed hole zone De Depth izeund 1Ya or 1/2'TimberStrand LSL. p p`2 middle Y3 span 4Y6" Y2'bolts 8" 2 24" - � i 5Yz" 1 Ya" i (1)10d nails are 0.128"diameter;12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,USP WS,or TrussLOK® B1 L1 d 1.3E TimberStrand® LSL allowed hole zone d 7Y4'-20' 2" COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater, H1 See illustration for Allowed Hole Zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes L B2 a�,.... BEAM ON • Allowed hole zone suitable for headers and beams with uniform loads only. Board el- NAILING AT BEARING FLOOR L5 • Round holes only COLUMN CAP (FLOOR) TJ10 Joist to Bearing Plate Squash Blocks to TJI Joist B3 • No holes In cantilevers. • No holes in headers or beams in plank orientation. I � ® Load bearing wall above 1Ys' TJ Rim Board or � g ) ' 1Y4"or 1 Yz"T'mb rSt d"LSL. Joist may be shifted up to 3"if Use B1 or B2 at `i One 10d 0.128"x 3" floor panel edge is supported ne 8d 0.113 x 2Yz") nail into each flange} P gP B4 intermediate bearings WARNING ( and span rating is not exceeded. With load bearing Or nail each side.Drive Do not cut joist flanges. g Joists are unstable until braced laterally Bracing Includes: Plumbing Drop • Blockin • Sheathing nails at an angle at braced shear wall g End of joists • Hangers • Rim Board • Rim Joist P1 2"from a from above 9 g Strut Lines 3Yz"minim m at centerline L2 COLUMN BASE 3 3Y2"minim a bearingAlso see detail B2 of support O 1/a minim m end b ring single-fami y a plica i ns 5Y4"may b required 1 for maximum e l Shear transfer:Connections equivalent capacity 0 Y to floor panel n iling schedule • tit Rim to TJI®Joist ° • DO NOT walk on joists DO NOT walk on joists DO NOT stack building 1Ys"TJ"Rim Board, ® ° until braced. that are lying flat. materials on unsheathed 1 „ ® TJI 560 rim joist:Toe Additional Dist is required ° ` INJURY MAY RESULT. joists.Stack only over 1/ or 111 TimberStrand LSL. j q redo WARNING NOTES: beams or walls. � nail with 10d(0.128"x floor panel edge is unsupported (_4 .•. ° TJI 110 rim joist: p g PP P2 One 10d(0.131"x 3")nail into nails,one each side ® P g 4' : ° - Exterior Deck Lack of proper bracing during construction can result in serious or if span rating is exceeded. a. •. TJI joist flange TJI 560 LA DO NO use sawn each flange O Attachment accidents.Observe the following guidelines: ®210,230,and 360 rim joist: floor joist lumber for rim j -.•,'; Structural 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI*joists must be completely installed and TJI Details INSTALLATION TIPS ° board or blocking, nailed. ELEVATED One 16d(0.135"x 3y"}nail into sheathing properly 0 as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be each flange. g 9 Y• COLUMN BASE ® •Subfloor adhesive will improve floor performance,but 0 after installation" accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 1 Y4"minimu b ring With depths> 16",use TJI 360 rim joist. may not be required. 0 To View Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. Locate rim board joint between joists. o Safety bracing(1x4 engineered lumber: Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or �•• l Architecture•Squash blocks and blocking panels carry stacked Protect untreated wood ° minimum)at 8'on-center(6' one layer of unnailed sheathing. Kel 1 KaZel Al C�11 eC�U1 e BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI("110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional bads can be placed on the system. of a TJI"joist(with web stiffeners)is not a substitute concrete 1Y2"knockouts 0 H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 2 Windemere Court for squash blocks or blocking panels. at approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. " 1)/8"TJ"Rim Board or P.O. Box 169 • :�:" 1%"or 1 Y2"TimberStrand"LSL. 12"on-center two 8d(0.113"x 2YZ')nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or •When joists are doubled at non-load bearing parallel coating on this product may contain titanium dioxide.Wood dust and titanium dioxide are substances known S eOrlk, NY 11972 i 1 g P (see WARNING). g p Y j? partitions,space joists apart the width of the wall for Bearing plate to be to the state of California to cause cancer.For more information on Proposition 65,visit .com/inform. Phone: 631-874-2925 Optional plumbing or HVAC. . TM P3 non-shrink flush with inside face Fax: 631-874-7377 Drive nails at an See framing plan (if applicable)or SUSTAINABLE -'� grout One 10d(0.128"x 3")nail each Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop see detail). of wall or beam tQ]�RESTRY angle to minimize Y 1 P g p( ) INITIATIVE Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus keri@kazelarchitects.com side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser Joist are registered trademarks of Weyerhaeuser NR. © 2020 1Y2"minimum from end end and intermediate bearinglengths. A W haewer C#Vtd Sourclnp 9 `r •r o o Weyerhaeuser NR Company. All rights reserved. Date: September 9 2021 www.tfiprD rinl.Dr ti}uanot September 2020 Reorder TJ-4015 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. Scale: As noted D3 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING Project No. PLACE SSW PANEL OVER DRILL 2"DIAMETER x 1" PLACE SSW PANEL OVER THREADED NOTES: STEEL STRONG-WALL MODELS o O O o THE ANCHOR BOLTS AND DEEP HOLE OR NOTCH RODS AND SECURE WITH HEAVY HEX STD.WALL -STK WALL HOLDOWN QTY.OF SECURE WITH HEAVY STEEL 2"x2"x1"DEEP MAX. IN NUTS(PROVIDED). USE W v+ MODEL MODEL H In T In ANCHOR TOP OF WALL HEX NUTS. (PROVIDED) STRONG-WALL SHEATHING& RIM JOIST. 1 1/4"WRENCH/SOCKET FOR 3/4" NUT NO. NO, BOLTS SCREWS USE 1/4 WRENCH/SOCKET FOR 3/4 NUT NAILING SET LOWER NUT FLUSH 1 5/8 WRENCH/SOCKET FOR 1 NUT USE 15/8' WRENCH/SOCKET FOR 1"NUT WITH TOP OF SHEATHING. NUTS SHALL BE SNUG TIGHT. SSW12x7 -- 80 3 1/2 (2)3/4" 4 BY OTHERS DO NOT USE AN IMPACT WRENCH. �- NUTS SHALL BE SNUG TIGHT. SSW BASE PLATE SHALL TO�/ 0 SSW15x7 -- 80 3 1/2 (2) 1" 6 DO NOT USE AN IMPACT WRENCH. FRAMING BY SIT FLUSH&LEVEL ON NUTS. SSlAF24 SSW18x7 -- 80 3 1/2 (2)1" 9 OTHERS, JOIST HANGER 0 0 0 0 TYPICAL o (IF REQUIRED) SIMPSON A34 EACH SIDE SSW21x7 -- 80 3 1/2 (2) 1" 12 SOLID BLOCKING BELOW SSW24x7 -- 80 3 1/2 (2) 1" 14 ° e a a 1 4 VT SSIIV24 SSW12x7.4 85 1/2 3 1/2 (2)3/4" 4 ) I ° a SEE SSW1 rp SSW1 FOR STEEL STRONG-WALL I I I ANCHORAGE SOLUTIONS SYMBOL L E G E N D SSW15x7.4 -- 85 1/2 3 1/2 (2) 1" 6 ° WOOD FIRST-FLOOR 0 0 0 0 �� `' � SSW18x7.4 -- 85 1/2 3 1/2 (2) 1" 9 a ' °. a a° . SSVV21 SSW21x7.4 -- 85 1/2 3 1/2 (2) 1" 12 a REGISTERED DESIGN PROFESSIONAL WALL CONNECTION KIT a IS PERMITTED TO MODIFY DETAILS I.• SSW24x7.4 -- 85 1/2 3 1/2 (2) 1" 14 FOR SPECIFIC CONDITIONS. WALL I I-1 I=1 I I=1 0 0 0 0 __ I-11_I-1_l I-1 I I ° I ° I I I ° I , MODEL EARTH �� t1 I :° ° ° ° I WIDTH CONTENTS SSW12x8 93 1/4 3 1/2 (2)3/4 4 I . '• � •'I�' •��•.� SS11V21 I ° a II I. ° °. I Ia II .a (in) NO. SSW15x8 SSW15x8-STK 93 1/4 3 1/2 (2) 1" 6 a i.. COUPLER NUT a ° ->:': ."",,'';:)... a°. AND THREADED I I I. POURED CONCRETE �+ A 12 SSW12-1KT EACH KIT CONTAINS: ;:,, ; ?::"r= OR $" CMU BLOCK �( �0 SSW18x8 SSW18x8-STK 93 1/4 3 1/2 (2) 1" 9 STRONG-WALL ON CONCRETE " " '' �`" SSW21x8 SSW21x8-STK 93 1/4 3 1/2 (2) 1" 12 RODS(INCLUDED I' °' ' I iSHEAR = SSVV18 d ° (1) (with#114 SCREWS) PLATE ^': ; ; "f:.: SECTION WITH SSW_-1KT) I � •� 4 ' (I. �• 15 SSW15-1KT SSW24x8 SSW24x8-STK 93 1/4 3 1/2 (2) 1 14 FOR 8°To 12"BLOCK DEPTHS: PLACE SSW PANEL OVER I I I I (Z) 3/4 x18 or 1 x 18 THREADED EXISTING STUD WALL „ SIMPSON CS16 STRAPS REQUIRED THE ANCHOR BOLTS AND 1 4 ° ' 18 SSW18-1KT RODS(ASTM A36) TO REMAIN SSW12x9 -- 105 1/4 3 1/2 (2)3/4 4 M� „ WITH 10dx1'/2 NAILS(0.148"x 1.5") SECURE WITH HEAVY SSW1 SSW1 SEE SHEET ° V1 SSW15x9 SSW15x9-STK 1051/4 31/2 (2) 1 6 SHIM BLOCK HEIGHTS GREATER SEE TO FOR SSW1FOR 21 SSW21-1KT (2) COUPLER NUTS HEX NUTS. (PROVIDED) (2) HEAVY HEX NUTS _ EXISTING STUD WALL SSW18x9 SSW18x9-STK 1051/4 3 1/2 (2) 1" 9 THAN 8"AND UP TO 10 ANCHORAGE SOLUTIONS ANCHORAGE INTERIOR ELEVATION _ �� 8 NAILS INTO BLOCK USE 1Y4"WRENCH/SOCKET FOR 3/4" NUT SOLUTIONS. 24 SSW24-1 KT INSTALLATION INSTRUCTIONS �VV SSW21x9 SSW2lx9-STK 1051/4 3 1/2 (2) 1" 12 s „ TO BE REMOVED 8 INTO SSW NAILER STUD USE 1/8 WRENCH/SOCKET FOR 1 NUT REGISTERED DESIGN PROFESSIONAL SS11V15 SSW24x9 SSW24x9-STK 1051/4 3 1/2 (2) 1" 14 SHIM BLOCK HEIGHTS GREATER NUTS SHALL BE SNUG TIGHT. ORDER FIRST FLOOR CONNECTOR KIT SEPARATELY. SSW12x10 -- 117 1/4 3 1/2 (2)3/4" 4 THAN 10"AND UP TO 12": DO NOT USE AN IMPACT WRENCH. IS PERMITTED TO MODIFY DETAILS MODEL SSW_-1KT . EXAMPLE:SSW21-1KT NEW 2x 4 OR 2x 6 0 0 0 0 VSS% SSW15x10 SSW15x10-STK 1171/4 31/2 (2) 1" 6 10 NAILS INTO BLOCK FOR SPECIFIC CONDITIONS. TUD WALL @ 16" O.C. 2x FLAT SHIM BLOCK 10 INTO SSW NAILER STUDN15 SSW18x10 SSW18x10-STK 117 1/4 3 1/2 (2) 1" 9 #14 SCREWS TO o 0 0 0 _2x JOISTS SSW21x10 SSW21x10-STK 117 1/4 3 1/2 (2) 1" 12 ALTERNATE 1 ST FLOOR WOOD FRAMING 7 PANEL (PRO SSWVIDED KT) PLATE. (PROVIDED STEEL @ 16"o.c. JOISTS ABOVE SSW24x10 SSW24x10-STK 117 1/4 3 1/2 (2) 1" 14 LTP4 SPACING 4x SHIM BLOCK STRONG-WALL SSIV12 SSW15xl1 SSW15xl1-STK 129 1/4 5 1/2 (2) 1" 6 BY OTHERS WITH SSW -1KT) 5 . . ' SECTION / DETAIL SSW18x11 SSW18x11-STK 129 1/4 5 1/2 (2) 1" 9 1 " 1 RIM JOIST BLOCKING A5 ATTACH WITH SDS/4 x 4/2 L BELOW SSW WALL PROFILES ATTACH SDS SCREWS 2nd STORY REGISTERED DESIGN PROFESSIONAL .•I I I•. SSW21x11 SSW21xl l-STK 129 1/4 5 1/2 (2) 1" 12 SCREWS TO SHIM BLOCK TO SHIM BLOCK STEEL STRONG-WALL IS PERMITTED TO MODIFY DETAILS -_--_-_-_-_-----_ S-1 SSW24x11 SSW24x11-STK 129 1/4 5 1/2 (2) 1" 14 INSTEAD OF SDSY4"x 3Y2" FOR SPECIFIC CONDITIONS. A5 BUILDING SECTION JOIST HANGER MA SCREWS PROVIDED. o 0 0 0 (IF REQUIRED) SSW15x12 SSW15x12-STK 141 1/4 5 1/2 (2) 1" 6 ' ' ' SSW18x12 SSW18x12-STK 141 1/4 5 1/2 (2) 1" 9 ADJACENT FRAMING O O O O WINDOW SSW21x12 SSW21x12-STK 141 1/4 5 1/2 (2) 1" 12 BY OTHERS SHEAR TRANSFER PLATE FLOOR SHEATHING AND#14 SELF-DRILLING SCREWS SSW24x12 SSW24x12-STK 141 1/4 5 1/2 (2) 1" 14 (PROVIDED WITH SSW_-2KT). ' ' TABLE NOTES: SSW18x13 SSW18x13-STK 153 1/4 5 1/2 (2) 1" 9 2x FLAT SHIM BLOCK 4x SHIM BLOCK ° a 1. SDS'/<"x 3'/2"SCREWS PROVIDED WITH WALL. 4 I 4 „ _ _ _ _ _ ELEMENTS ABOVE 2. SEE SHEET SSW1 FOR ANCHORAGE SOLUTIONS. SSW21x13 SSW21x13-STK 153 1/4 5 1/2 {2) 1" 12 I a I ( ° FLOOR FRAMING AT 2-0 SSW24x13 SSW24x13-STK 153 1/4 5 1/2 (2) 1" 14 4x SHAPED SOLID BLOCKING BELOW a I ° a ° °. OC MAX.WHERE FRAMING SHIM BLOCK 10d COMMONS I °` I I' ° a IS PARALLEL TO WALL CRIPPLE SHEAR WALL, STEEL STRONG-WALL TO FRAMING ° - GIRDER / HEADER ABOVE (12" MAX. DEPTH BLOCKING AND STRAP BETWEEN FLOOR FRAMING ° I I INSTALL BLOCKING WITHIN �+ /� �/� AT TALL END) 10d COMMON NAILS (NOT PROVIDED) I SHEAR TRANSFER 6"OF EACH END OF SSW. STEEL STRONG-WALL MODELS BY OTHERS (NOT PROVIDED) BY OTHERS BLOCKING DEPTH SHALL LTP4 SPACING (LTP4 SHOWN) MATCH FLOOR FRAMING. ® POST DOWN RIM JOIST, BEAM, TOP PLATE BY OTHERS EXTERIOR ELEVATION SECTION INTERCONNECTED COMBINATION OR BLOCKING ATTACH SDS SCREWS RIM JOIST c� SD SMOKE AND CARBONMONOXIDE IF APPLICABLE ATTACH SDS SCREWS TO BLOCKING I x TO SHIM BLOCK FIRST FLOOR AT WOOD FRAMING NOTES: `<-V CO DETECTORS AS PER R314 OF THE MAXIMUM WOOD SHIM o 0 0 0 0 0 0 o SHEAR TRANSFER 1. USE WOOD FIRST-FLOOR ALLOWABLE LOAD TABLES FROM THE IRCONYS AND 915 OF THE IFCONYS WITH SDS Y4"x 3Y2"SCREWS. ADJACENT FRAMING BY OTHERS STRONG-WALL CATALOG FOR THIS INSTALLATION. FOR SHIMS GREATER O O O O ADJACENT O O O O BY OTHERS (SIMPSON LTP4 SHOWN FOR PERPENDICULAR FLOOR FRAMING SPACED FRAMING 2. USE ALTERNATE DETAIL 7 CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR THAN%", SEE 5 EKE WALL BY OTHERS CRIPPLE WALL ILLUSTRATION) S PARALLEL TOOIWAILL, INSTALL. WHERE FRAMING 3. FOR TWO-STORY STACKED STEEL TO ACHIEVE MAXIMUM ON-CONCRETE SEGISTERED PERMITTEDDESIGN TO MODIFYODETAIONAL MAINTAINING JOB SITE SAFETY DURING THIS PHASE 1/4" HOLES TO ATTACH OF WORK&SHALL COMPLY WITH ALL APPLICABLE OPTIONAL BLOCKING OR SSW2 BLOCKING WITHIN 6 OF EACH END OF EEL STRONG WALLS WITH WOOD FOR SPECIFIC CONDITIONS. LS O O O SDS Ya"x 3Y2"SCREWS FEDERAL, STATE, &LOCAL REGULATIONS INCLUDING FRAMING INCLUDED WITH WALL STEEL STRONG-WALL. BLOCKING DEPTH REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR: ( ) ° SHALL MATCH FLOOR FRAMING DEPTH. FIRST FLOOR, USE ALTERNATE DETAIL(;& BUT NOT LIMITED TO BUILDING CODES, OSHA ATTACH TOP OF WALL TO TOP PLATES 1. SHEAR TRANSFER REGISTERED DESIGN PROFESSIONAL REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS PRE-ATTACHED WITH SIDS 1/4"x 3'/2"SCREWS(PROVIDED) 2. OUT OF PLANE LOADING EFFECT IS PERMITTED TO MODIFY DETAILS FIRST STORY 4. REGISTERED DESIGN PROFESSIONAL SHALL DESIGN FOR SHEAR TRANSFER MATERIAL REMOVAL&DISPOSAL. WOOD STUDS 3. INCREASED OVERTURNING AND DRIFT FOR SPECIFIC CONDITIONS, STEEL STRONG-WALL FROM RIM JOIST TO SILL PLATE AND SILL PLATE TO FOUNDATION. STEEL PANEL DUE TO ADDITIONAL HEIGHT. THE CONTRACTOR SHALL INDEMNIFY& HOLD c �+ �+ HARMLESS THE OWNER,THE ARCHITECT,AND HOLES PREDRILLED IN OPTIONAL PILOT HOLE TOP OF ALL HEIGHT ADJUSTMENTS 5 TWO-STORY STACKED FLOOR SECTION S FIRST FLOOR AT WOOD FRAMING O ALL CLAIMS,AGENTSTHEIR &EMPLOYEES M LO LOSSES AND D AND AGAINST STUDS FOR WIRING. ARISING OUT OF OR RESULTING FROM ANY OF THE 0 0 0 o PREFABRICATED HOLES IN STEEL DRILL 2"DIAMETER x 1" PLACE SSW PANEL OVER THREADED ITEMS LISTED ABOVE. O O O PANEL. (VARY WITH EACH MODEL) DEEP HOLE OR NOTCH RODS AND SECURE WITH HEAVY HEX 16d COMMON NAILING. SEE SIDE THE CONTRACTOR SHALL VERIFY ALL FIELD ADDITIONAL 1-1/8"'DIAMETER ADDITIONAL CUTTING OF STEEL 2"x2"xV DEEP MAX. IN NUTS(PROVIDED). USE HEADER BY OTHERS. VIEWS FOR SPACING. CONDITIONS AND NOTIFY THE ARCHITECT OF ANY HOLES MAY BE DRILLED THRU WALL OR ENLARGING OF EXISTING SHEATHING&RIM JOIST. 1 5/8"WRENCH/SOCKET FOR 1"NUT 2 PLY 2x12 MIN WITH Y2° 0 0 0 o CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE SET LOWER NUT FLUSH SHEATHING BETWEEN PLYS RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D. WOOD STUDS AT.ANY HOLE O O O O HOLES NOT PERMITTED. DO NOT USE AN IMPACT WRENCH. s •, � .� WITH TOP OF SHEATHING. INSTALL SDSY4"x3Y2" LOCATION MATCHING AN OR 2 PLY 1/4 x11/a MIN. LVL OBROUND HOLE III SSW BASE PLATE SHALL (2 PLY LVL SHOWN) STEEL PANEL FLANGE. 2 OR 5 SIT FLUSH&LEVEL ON NUTS. SCREWS. SEE SIDE VIEWS THE ARCHITECT SHALL BE HELD HARMLESS BY ANY SSW2 SSW2 ALTERNATE SIMPSON A34 EACH SIDE FOR NUMBER&SPACING AGENCY FOR ANY"ERRORS&OMISSIONS"ON NOTE: (SCREWS BY INSTALLER) THESE DOCUMENTS. ° ° ° ELECTRICAL BUSHINGS �1 AT ALL ROUND MECHANICAL HOLES. _ MULTI-PLY HEADERS MAY BE USED WITH STEEL STRONG- THE CONTRACTOR IS SOLEY RESPONSIBLE FOR REGISTERED DESIGN PROFESSIONAL • • • • • • 1"DIAMETER ° ° ° ° SOLID BLOCKING BELOW WALL FOR WIND DESIGNS OR METHODS&MEANS OF CONSTRUCTION. THE STANDARD IS PERMITTED TO MODIFY DETAILS REGISTERED DESIGN PROFESSIONAL O O O O STEEL STRONG-WALL o� THREADED RODS STEEL STRONG-WALL IN SEISMIC DESIGN CATEGORIES ARCHITECT IS NOT RESPONSIBLE FOR FIELD 0Z (PROVIDED WITH A-C(IBC& IRC)ONLY FOR SPECIFIC CONDITIONS. SUPERVISION. IS PERMITTED TO MODIFY DETAILS ° ° ° ° AT 2nd FLOOR FOR SPECIFIC CONDITIONS. SSW_2KT) ..a • 4 OR 7 O O O O SDSYa"x3Y2"SCREWS SSW2 SSW2 ALTERNATE PROVIDED WITH WALL ' ' ' ' ' ' ' ' W DRILL 1 1/16" MAX DIAMETERL9_ SSW FOR SHIMS GREATER HOLE IN DOUBLE TOP SSW MULTI-PLY HEADER CROSS SECTION �/ 5 8 PLATE FOR RODS SINGLE-STORY SSW ON CONCRETE 2 THAN 7/8"SEE O SSW2 O SSW2 ATTACH TOP OF SSW TO 1,MIN. _ TOP PLATES WITH ryP' 9 MAXIMUM UPPER PANEL SHEAR SDS'/<"x 3'/"SCREWS 2 2 3 1O INSTALL SDS 1/4"x3 1/2"SCREWS GARAGE HEADER 2 OR 5 SHEAR TRANSFER SSW2 ROUGH OPENING HEIGHT SSW2 SSW2 ALTERNATE DESIGN &DETAILS ROD LENGTH REDUCTION FACTOR (PROVIDED WITH SSW) HORIZONTALLY THROUGH LVL OR ' " " " ' 18 INCHES 1.00 2 x LUMBER HEADER PLYS. 4 SCREWS "T ROUGH BY OTHERS HEAVY HEX NUTS TOP MODEL H 21 INCHES 0.94 TOTAL FOR SSW12,6 SCREWS TOTAL OPENING SSW-STK OPTION ROD LENGTH IS TOTAL OF FLOOR . . ° AND BOTTOM (PROVIDED 4 FOR SSW15, SSW18, SSW21 AND SSW24. No. CURB HEIGHT (FACTORY INSTALLED) JOIST DEPTH PLUS TOP PLATES WITH SSW_-2KT). NUTS SHALL O2 SDS 1/4"x3 1/2"SCREWS PROVIDED � � SSW12x7 3Y8'MIN WIDTH PLUS SHIM THICKNESS. BE SNUG TIGHT. DO NOT + WITH WALL 5Y2" T-1Y2" HEADER BY USE AN IMPACT WRENCH. SSW15x7 OTHERS. FOR ° ° ° ° O3 FASTEN PLYS TOGETHER WITH 16d SSW18x7 MULTI-PLY HEADER INTERIOR ELEVATION COMMON NAILS AT 16 O.C.ALONG EACH (; 1 SSW21x7 6" T-2" REQUIREMENTS EDGE OF BEAM. SSW24x7 11 O O O O 5/2 8'-2/4' SEE SHEAR TRANSFER PLATE ° SolrtholdT� wn SSW12x8 SSW2 1 2 4O 15/32"SHEATHING BETWEEN Boardo>:T SSW15x8 O O AND#14 SELF-DRILLING SCREWS 0 0 0 0 DEPTH AND E2x HEADER LXTEND FUYS SHALLLL WIDTH OF ATCH ER SSW18x8 SSW21x8 g" 8'-3Y4" 0 0° o o . • . . . . . . . ORDER TWO-STORY (PROVIDED WITH SSW_-2KT) SSW MINIMUM. SSW24x8 O O STACKED WALL STEEL STRONG-WALL SEE SHEET SSW4 ° ' RIM JOIST (SSW18 SHOWN) CONNECTOR KIT SIDE VIEW 1.THE HEIGHT OF THE GARAGE CURB FIRST STORY WALL: SEPARATELY. SSW WITH MULTI-PLY HEADER ABOVE THE GARAGE SLAB IS CRITICAL 0 FOR GARAGE PORTAL ADD-STK TO MODEL FOR THE ROUGH HEADER OPENING AT z SYSTEM WHEN SSWP-KT NAME. MODEL SSW_2KT. - --- ----I- KAZEL AUHITETURE = IS SPECIFIED e SHEAR TRANSFER GARAGE RETURN WALLS. ° EXAMPLE: SSW2lx9-STK o 0 0 o EXAMPLE: SSW21 2KT 2.SHIMS ARE NOT PROVIDED WITH BY OTHERS STEEL STRONG-WALL. O O O O (LTP4 SHOWN) 2 Windemere Court, P.O. Box 169, Speonk,NY 11972 3. FURRING ON UNDERSIDE OF GARAGE ° ° POST&POST 4 REGISTERED DESIGN PROFESSIONAL MULTI-PLY HEADERS HEADER MAY BE NECESSARY FOR Phone: 631-874-2925 Fax: 631-874-7377 LESSER ROUGH OPENING HEIGHTS. BASE DETAIL SSW2 O O O O IS PERMITTED TO MODIFY DETAILS keri@kazelarchitects.com BY OTHERS FOR SPECIFIC CONDITIONS. 1. STEEL STRONG-WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY"SIMPSON STRONG-TIE COMPANY, INC." REGISTERED DESIGN PROFESSIONAL 10d COMMON NAILS HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA 94588 TEL:(800)999-5099, FAX: (925)847-1597. Proposed Home- for: IS PERMITTED TO MODIFY DETAILS _� (NOT INCLUDED) "SIMPSON STRONG-TIE COMPANY, INC." IS AN ISO 9001 REGISTERED COMPANY. DJ CUStOl11 Homes FOR SPECIFIC CONDITIONS. ° ' TWO-STORY STACKED 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. �., uq u o ,:°� WALL CONNECTION KIT O O O O 3.THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE ° a 4 ° ° ° ° WALL BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM 265 Arshamomaque Avenue 4 ° WIDTH MODEL CONTENTS THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SPECIFIER. SSW2 q a (in) NO. 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. Southold, New York 11971 GARAGE WALL OPTION 'I GARAGE WALL OPTION 2 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY Town of Southold 15 SSW15-2KT EACH KIT CONTAINS: COMPONENTS FOR THE STEEL STRONG-WALL SYSTEM, IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT FOR GARAGE WALL OPTION 2 II I I • I I' ', II (1)SHEAR TRANSFER PLATE TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION. County Of Suffolk N0TI_ • 18 SSW18-2KT (With#14 SCREWS) 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF ED DESIGN PROFESSIONAL SHALL DESIGN FOR: 7-FT, HIGH STEEL STRONG-WALL MODELS REGISTER D SI °a(I�. II (2) 1"x 48"THREADED RODS (ASTM A36) MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE SPECIFIER. SCTM #: 1000-56-2-14 FEMA: x ARE 80",2"TALLER THAN 7-FT. HIGH WOOD 1. SHEAR TRANSFER 4 OR 7 I) ald: a REGISTERED DESIGN PROFESSIONAL 21 SSW21-2KT (6)HEAVY HEX NUTS STRONG-WALL SHEARWALLS 2.OUT OF PLANE LOADING EFFECT SSW2 SSW2 ALTERNATE 7. SIMPSON STRONG-TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS,AND MODELS 3. INCREASED OVERTURNING AND DRIFT DUE IS PERMITTED TO MODIFY DETAILS 24 SSW24-2KT INSTALLATION INSTRUCTIONS EXTERIOR ELEVATION WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. TO ADDITIONAL HEIGHT. FOR SPECIFIC CONDITIONS. 8.ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE. Simpson Steel ALTERNATE GARAGE WALL OPTIONS 3 TWO-STORY STACKED 6 TWO-STORY STACKED FLOOR FRAMING 9 NOTES '12 Strong-Wall Details SL S I"R 0 H e 1 9/21/2009 2006 IBC REVISIONS Date: April 16, 2024 FRAMING DETAILS 2 4/16/2014 2012 IBC REVISIONS Scale: As noted D4 ENGINEERED DESIGNS 3 8/08/2016 2015 IBC REVISIONS project No. Map Showing Property Line Profiles (Natural Grade) 1000-56-02-14 Scale 1"-30' � m o �o ?g � 3m � 3v moc� m m I 3v c a m { m+`D North Property Line l `� A --- ________ ------------ —_----___-- —_--______ m Grade Change= 1.49 m Grade Chonge=2.2% m Grade Change=2.09 m m _m o S o 0 o Crode won II > > J O imD Oi o O �p II 1 North Property Line Profile f o �a na 59w 3 o m m o m pV ➢� Nt9oA Oa tD I� South Property Line— �— > --------------- ' m Grade Change=0.919 1 Gn de Change=3.0% m 0 0 < Grade ? ° an9e.�2S o 2Z m O O aECEIV - y O I Douth Property Line Profile OCT 1 7 2024 N.Y.S. WO.• 49618 PECONIC SUa$EYORS, P.C. (631) -765-5020 FAX (631) 765-1797 SOUKIdTOwn P.O. BOX 909 B�NOfTn%tvS 1230 TRAVELER STREET�•. SOUTI-IOLD, N.Y. 11971 ti max 7f— Po Fasierws-Mn No. 10 Gage j Wh Or 50 Lb Raft zp Tin I th 3 Per Post I SURVEY OF PROPERTY IL AT SO UTHOLD FilterFabric TOWN OF SO UTHOLD ELEVATION — -jr Ilk IMM N ,��UFFOLK G'0 UNT Y, N. Y. Etter Fabric 'arec RIM1000—�'6-02-14 SCALD;• 1"=30' FEBRUAP Y 8, 2024 6' Min Rter MARCH 13, 2024 (REVISIONS) bric Fa Embedment � 1= ----_- 'p,J compacted Backfti APRIL 1, 2024 (PROPOSL=D SEPTIC SYSTEM ADDED) 5� ,- AAA Y 23, 2024 (CONTOUR LINES ADDED) FABRIC ARNOMM MTV- SEPTEMBER 28, 2024 (REVISIONS) g• SLT FENCE PETAL OCTOBER 7, 2024 (revisionsO O NIPg TEST HOLE DATA 4o McDONALD GEOSCIENCE J1412024 EL. 21.9' DARK BROWN LOAM OL 0.5' BROWN SILT ML 3' PALE BROWN I7NE SAND SP Flag#4 V N N T VACA LOT q 17' '348.8 \\ try PROPOSED 8'0 EL,1g,g' 1 DRYWELL (TYP. OF 2) 1 Flag#3 � NOTE.- NO WATER ENCOUNTERED W 'e�O,p ` �� �� — O 83•�O " O 11 Uf p p\SS�R6PNCE o o\m9y� it II 11 0 8 '.J. '14 .►� / MtNIMC�OVERCpS 0.6' \'� i i II 1 lb j �X O_ 5- �E lLl (0 ~ 0 1 ' E 22.R' EL21�,,,5-- ;'J��p 1p0 ��'��\ I i ; I � '.mr o,�o yr V a 3 E—�—E RVIOUS o 43.5' a v / \` i w 1 i� �iCD W O \ 0 CC = PROPOSED PE o .i A \ ` 1 ;�,� O 1 Z d GRAIL DRNEWAY 17.5 pROPoSED ,n yo �\ L�T 5 �18 �\ 1 1 O Flag#2 \ •� D �� O w 4o.s 10.5 2 FR. o� � 12 �[ (p a �' ��1 40.1' � HOUSE GARAGE 2.0' 8 \ \ ` \� i ,� I N� a Z s p(/ 0 FF= 5' PROPOSED SILT FENCE ; ( I (/� p 3 0 CT 1 7 2024 O �T �ji 24. _ \AT GROUND DISTURBANCE LIMIT CE114-7 N \ ,1N`Nrrurirnriruururrururrr� O 3 a DB 1 0 0.7 �� ,,��; / = EL 17.9' I 1 i I/ -- �- m- a a 59.0' PROP 4 �,rr r rrurrT' 2 EDGE OF LAWN - 1 1 1 I (� 3 c „r Q 1 I I I Y r^ $01lfho►dTown Z 22 Lu BLOWER OUTSIDE X ,r r r`� r'� � �7� `I I I 10 / `�J Board of TN 2 m /2'BLOWER AIR LINE / -f4HOWEIR GATE 0 s r,r,rr" x 2.1'S. _ 34 7 11 I I I I O O stew H !�yi a (\�I S 5' LP-1 �' lP-2 To owts t OW . _ j ro I 1 I �ag#1 Z 3 "r�^1 'v w (' Wl Q° EUMTRIC SERWE LINE '/ 20.2' ?, j KEY Z t�! 3 v) i ® N SHED Landward edge of Fresh Water Wetlands as de ineated �:_ LC by Peconic Surveyors March 6, 2024. O J 04 ? cQQ �1 O"W 100' TOP OF BANK = REBAR U 3 L` �'iri IrrIGE OF uWN S83•�0 SETBACK LINE T 6 CL L21.8' ® WELL z 3 z 1. �.�2 TEST HOLE WATER ® = STAKE _j z 2�- �—21'g 22 WELLING WITH pUB�IC Certified To: -j O U ® = TEST HOLE 3 `1 m 265 Ars"'lamomaque, LLC Dream Abstract, Inc. ican O = PIPE o a F rst rAmerican Ti le Insurance Company P Y ® = MONUMENT /O� = WETLAND FLAGP�� �Q, = U77LITY POLE o? 1 i WETLANDS ,.• 'I 40 t AREA=26,361 SQ. FT. CONTOUR LINES AND ELEVATIONS REFERENCED TO NA VD 88 "Vat:�:7 N. Y S. LIC. NO. 49618 NOTE.• PROPOSED SEP77C SYSTEM DESIGNED BY OTHERS. ANY AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLA TION PECO NI C UR VEYORS, P.C. OF SECT70N 7209OF THE NEW YORK STATE EDUCATION LAW. 631 765-5020 FAX 631 765- 1797 LOT NUMBERS REFER TO " MAP OF BEIXEDON ES TA TES" EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICAT70NS ( ) ( ) BLOCK 2 FILED IN THE SUFFOLK COUNTY 'S HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P. 0. 3OX 909 CLERK OFFICE ON SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 09-2n,? MARCH 16, 1946 AS FILE NO. 1472. WHOSE SIGNATURE APPEARS HEREON. SOUT.�IOLD, N. Y. 11971 Glenn Goldsmith,Presiden` �Ov.. OGy Town Hall Annex A.Nicholas Krupski,Vice Presiuti.., 54375 Route 25 0 Eric Sepenoski P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: ` Completed in field by: 265 ARSHAMOMAQUE LLC, JAMES ROBERTS, MEMBER requests an Administrative Permit to construct a 3245 sq.ft. dwelling with 278 sq.ft. attached garage, 122 sq.ft. front porch, 124 sq.ft. rear porch, 221 sq.ft. rear patio; install I/A OWTS septic system; install 2 drywells for drainage and 1 drywell for pool backwash; install gravel driveway; construct pool fencing; install 44 outdoor shower. Located: 265 Arshamomaque Road, Southold. SCTM# 1000-56-2-14 ti Type o _area to be`impacted: altwater Wetland Freshwater Wetland Sound �ay Part of Town Code proposed w k falls under: Chapt. 275 Chapt. 111 other Type of Application: etland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No, Not Applicable Info needed/ odifcatio s/Conditions/Etc.: Yam. i9eY Id in (4t �- A'R (it at.,, / ✓ d a t . Present Were: G. 'ldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples MF ".c ��_' �V a +5 nor •�' :.� S � r a�t� .� _`,�.: i a;w� �:• `\ r��� S��,� � � i a'•Tt t i �h: Ja,y � `le. ��u I' ��t��>r'�t�tr�Y _,;.{-r .� ti' t �4• „Ari. 1. •: Y£..'`ck% .K �p 2 .•�I p._�� _r r',�` I i h �. .,�•3 r�. t l \ >+ \ €" � heat' +y i "_^M\ � ..ri;L ,•a_ •'�t Yr��� i.' r „� Ir :t.T9yx?� �_�•. = !�'�N'. -.',��. +Y � '1 �`ya, _�•. ••at �' ����� .Fr!�ii. � Ra �". � t`ry _ 5 u :r..l j'r.. 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LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: November 13, 2024 Re: LWRP Coastal Consistency Review for 265 ARSHAMOMAQUE LLC, JAMES ROBERTS, MEMBER SCTM# 1000-56-2-14 265 ARSHAMOMAQUE LLC, JAMES ROBERTS, MEMBER requests an Administrative Permit to construct a 3245 sq.ft. dwelling with 278 sq.ft. attached garage, 122 sq.ft. front porch, 124 sq.ft. rear porch, 221 sq.ft. rear patio; install I/A OWTS septic system; install 2 drywells for drainage and 1 drywell for pool backwash; install gravel driveway; construct pool fencing; install 4x4 outdoor shower. Located: 265 Arshamomaque Road, Southold. SCTM# 1000-56-2-14 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 action is CONSISTENT with the LWRP. C Require a significant vegetated buffer integrating existing vegetation to further Policy 6. Landward limit could be 18' contour. 2. Minimize turf and fertilization areas. 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 Glenn Goldsmith,President f`1 �F s��' (j' Town Hall Annex A.Nicholas Krupski,Vice President c�A�`� �o���� 54375 Route 25 Eric Sepenoski 1 P.O.Box 1179 Southold,New York 11971 Liz Gillooly Elizabeth Peeples ® 7 T_elephone.(631:)765-18 2 �,.Ql- y��`:�� ' a •(63 � 765-6��1 BOARD OF TOWN TRUSTEES OCT 1 7 2024 TOWN OF SOUTHOLD Southold Town This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Transfer/Extensi9 Received Application: Received Fee: Completed Application: Incomplete: --_ SEQRA Classification: Type I Type II Unlisted Negative Dec.. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Assessment Form Sent: CAC Referral Sent: Date of Inspection: 1VW Ll Receipt of CAC Report: Technical Review: Public Hearing Held: 13/ate( Resolution: Owner(s) Legal Name of Property (as shown on Deed): 265 Arshamomaque LLC James Roberts, membe Mailing Address: 3 Sandie Lane Manorville NY 11949 Phone Number: 631-905-4789 Suffolk County Tax Map Number: 1000-56-02-14 .Property Location: 265 Arshamomaque rd Southold NY 11971 Cross street Main Road (If necessary,provide LILCO Pole#, distance to cross streets, and location) . AGENT(If applicable): Mailing Address: Phone Number: Email:david@�customhomes.com I rd of Trustees Applicatic, - GENERAL DATA Land Area(in square feet):26,361 sq ft Area Zoning: R-40 Previous use of property:Vacant Land Intended use of property:.Residential single-family Home Covenants and Restrictions on property? Yes =Z_Nol If"Yes", please provide a copy. Will:this-project require a Building.Permit as per Town Code? _aYes o 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? —ayes ..R _No If"Yes", please provide copy of decision. his project re any-demolition as per Town Code or as determined by the Building Dept.? Yes ✓ No Does the structure(s) on.property have a valid Certificate of Occupancy? Yes_Z_No Prior permits/approvals-for site improvements: Agency Date No prior permits/approvals for site improvements: Has any permit/approval ever been revoked or suspended by a governmental agency?�NoE Yes If yes, provide explanation: Project Description(use attachments if necessary): 3245 sq ft house with 278 sq ft attached garagE Front porch.122 sq ft, rear porch 124 sq ft, rear patio 221 sq ft,-New VA sanitary system 2 drywells for drainage, 1 drywell for pool backwash, proposed gravel driveway, proposed pool fence, proposed 4 x 4 outdoor.shower P' =d of Trustees Applicatio- J WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of-the proposed operations: Construct a single family home, with pool, New I/A Sanitary syetm,..pool fence, gravel driveway, outdoor shower, drywells Area of wetlands on lot.. 1780 square feet - Percent coverage of lot: 6.75 Closest distance between nearest existing structure and upland edge of wetlands: -0 feet 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. 1050 cubic yards How much material will be filled? 900 cubic yards Depth of which material will be removed or deposited: 5 1/2 feet Proposed slope thfoughout the area of operations:0 Manner in which material will be removed or deposited: Excavator with skid steer 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): NONE 61 Z20 Appendix B Short Environmental Assessment Form Instructions.for Comnletinp_ 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 1 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 L'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 1 -Project-and Sponsor Information 265 Arshamomaque Name of Action or Project: 265 Arshamomaque Project Location(describe,and attach a location map): T 265 Arshamomaque rd Southold NY 11971 _ Brief Description of Proposed Action: Construction of a 3245 sq ft single family home with 278 Sq ft-attached-garage Install New I/A sanitary system, Install 16' x 32' pool, Install 2 drywells for drainage Install 1 drywell for pool backwash, install pool fence. Name of Applicant or Sponsor: Telephone:631-9054789 265 Arshamomaque Ilc, James Roberts, Member E-Mail:david@djcustomhomes.com Address: 3 Sandie Lane City/PO: State: Zip Code: Manorvillle NY 111-949- 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO _ YES administrative rule,or regulation? 'If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that 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 YES If Yes,list agency(s)name and permit or approval: t Fv] F '. 3.a.Total acreage of the site of the proposed action? .65 acres b.Total acreage to be physically disturbed? •35 acres C.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? •65 acres 4: Che I land us at occur on,adjoining an ar the prop action. Urban Rural(non-agriculture) lndustrial.JCommercial 12 Residential(suburban) Forest Agriculture Aquatic QOther(specify): ^ Parkland. Page 1 of 4 5. Is the proposed action, NO : YES N/A a. A,permitted use under the zoning regulations? ✓ _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 the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES. if Yes,identify: . 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO. . 'YES ✓ IFTI b.Are public transportation service(s)available at or near the site of the proposed action? ✓ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? V1 1-1 9.Does the proposed action meet or exceed the state energy code requirements? NO YES. If the proposed.action will exceed requirements,describe design features and technologies:. 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method forproviding potable water: ❑ I IP 11.Will the proposed action connect to existing wastewater utilities? NO YES, If No,describe method for providing wastewater treatment: New I/A Sanitary system 12..a.Does the site contain a structure that is listed on either the State or National Register of Historic NO 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 YES wetlands or other waterbodies regulated by a federal,state or local agency? t 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: 14 ntify th [J e typic bitat types that oc n,or are likely to be found on tl�roject site. Check all that apply: Shoreline Forest Agricultural/grasslands Early mid-successional ✓ and . Urban ✓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? ✓ 16.Is the project site located in the 100'year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? TNZO If Yes, a. Will storm water discharges flow to adjacent properties? ✓❑NO DYES a b.Will storm water discharges be directed to established conveyance systemspff an drains)? If Yes,briefly describe: ✓ O ES Page 2 of 4 18.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:, . - Z '❑ 1.9.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? if Yes,describe: - _- _._ ._. ., �✓ 20.Has the site-'of the proposed action or an adjoining property been the subject of remediation(ongoing or NO I YES . completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE'BEST OF MY KNOWLEDGE Applicant/sponsor name: James.Roberts Me betr Date-!0/11-2024 Signature: - t 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 I 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 I. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ regulations? 2. W ill the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? ❑ ❑- 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ❑ establishment of a Critical Environmental Area(CEA)? 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 incorporate0 . reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.P public/private water supplies? a " b.public/private wastewater treatment utilities? ❑ ❑ 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? ❑' ❑ Page 3 of 4 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? ;a! l l. Will the proposed action create a hazard to environmental resources or human health? Q 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. Check this box if you have determined,based'on the information and analysis above,and any supporting documentation,. 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. Town of Southold-Board of Trustees Name of Lead Agency 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 l� rd of Trustees Applicatic ' AFFIDAVIT James Roberts BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE.APPLICANT FOR THE ABOVE DESCRIBED PERMITS)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 PERMIT. Signatur f Property Owner Signature of Property Owne SWORN TO BEFORE ME THIS 15�h DAY OF TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK tary Public NO.01DWfiW06900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2„ 2( E' d of Trustees Applicatia' AUTHORIZATION (Where the applicant is not the owner) I/We, A,-0 owners of the property identified as SCTM# 1000-_ s6 -1 y in the town of New York, hereby authorizes U /J 4j 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. Property er's Signature Property Owner's Signa SWORN TO BEFORE ME THIS . DAY OF (j�" , 20 7) tRACEY L. DWYER /I NOTARY PUBLIC,STATE OF NEW YORK ��tary Public NO.01 DWM06900 QUALIFIED IN SUFFOLK COUNTY COMNFfSSION EXPIRES JUNE 30,2,U IV APPLICANT/AGENT/REPRESENTATIVE. TRANSACTIONAL DISCLOSURE FORM -The Town ofSouthold-s Code of Ethics orohibits•conflicts of•interesfon,the oart'•oftownbfficers and•emdlovees.The.purflose of this-form is to provide inforination'which can"alert,the town.of dossible con-fliets of interest and allow_t-to take whatever action is. necessary to avoid same. YOUR NAME: James Roberts. (Last name,first name,ipiddle 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.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion .Approval of plat Mooring Exemption from plat or official map Planning_ Other " (If"Other",name the activity.) Do you personally(or through your•company,spouse;sibling,parent,or childyhaye a relationship with any officer or employee of the Town of Southold? `.`Relationship"includes by blood,.•marnage„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 thoim$%of the shares. YES n NO n 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): E_A)the owner of greater than S%of the shares of the corlioratc stock of the applica<t _n (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 this 10 day of October 20 24 - Signature _ - PrintNarrie'JaMes Roberts Fonn TS 1 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A: INSTRUCTIONS including Town of Southold agencies, shall complete this CCAF for 1. All applicants for permits* 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. evaluated as to its .sienificant- beneficial and adverse effects.upon the:coastal area(which includes all.of Southold Town). 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 explained in detail,-listink both_supporting and-non- supporting.facts., If an action,cannot be_certified as consistent with the LWRP policy standards and conditions,it shall.not.be undertaken. 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. DES.CRIPTION OF SITE AND PROPOSED ACTION SCTM#56 _02. PROJECT NAME 265 Arshamomaque 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: Nature and extent of action: Administrative_Permit • 265 Arshamoma ue rd South"old NY 11971 Location of action: q . Site acreage: •63 Present land use: Vacant'Land 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: James Roberts Member, (b) Mailing address. -3 Sandie Lane Manorville NY 11949 (c) Telephone number: 6319054789 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No 0 If yes,which state or federal agency? -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 eff cient 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: ayes .❑ No ❑ Not Applicable The construction of the home.keeps within the character of the surrounding area-and we.leaving Roughiy 50% of the'property uncleard to keep in natural state Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III_Policies Pages 3 through 6 for.evaluation criteria Yes ❑ No a Not Applicable r ' Not Near any historical or archa�),,vj, gical areas 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 ❑✓ - Yes ❑ No❑ Not Applicable Keeping with the typical visual quality of the surround areas 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 Pages 8 through 16 for,evaluation criteria Yes ❑ No ❑ Not Applicable Yes.addii;drywellls for storm"runoff-as well as not clearing 50%of property - : Attach additional sheets if necessary_� - Policy-5.- Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16:through 21 for evaluation criteria Yes Ej No Dot Applicable Hooking up.to Suffolk county water Attach additional s eets'ifnecessary 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 III—Policies; Pages 22 through 32 for evaluation criteria. Yes ❑No ❑ Not Applicable We are leaving all wetlands unotuched as wel as a 25' buffer of an area of non disturbance Attach additional sheets ifnecessary : Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34.for evaluation.criteria. IJ Yes ❑No❑ Not Applicable Yes making-an energy effient home .-Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste 'and' hazardous substances and wastes. See LWRP Section III Policies; Pages 34 through 38 for evaluation criteria. O.Yes ❑-No ❑Not Applicable Installing_New I/A sanitary system 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. . ❑ Ye❑ No 0 Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10._Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III:—Policies; Pages 47 through 56 for evaluation criteria. ✓❑Yes ❑ No ❑ Not Applicable Installing New I/A sanitary system and hooking up-to SCWA Attach additional sheets if necessary - Policy 11.. Promote sustainable.use of living marine resources in Long Island. Sound,. the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No❑.Not Applicable Leaving wetalnds and 256' buffer for non disturbance Attach additional sheets if necessary- Policy 12. Protect.agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. Yes ❑ No 0 Not Applicable Not near_agricultural lands Attach additional sheets if necessary Policy 13. Promote appropriate use 'and development of energy and mineral resources. See LWRP Section III-Policies; Pages 65 through 68 for evaluation.criteria. Z Yes ❑ No❑ ,Not Applicable Leaving wetland.and 25' buffer for non disturbance_ PREPARED BY James Roberts TITLE Owner -DATE 10/11.2024