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HomeMy WebLinkAbout46982-Z ¢r�Y TOWN OF SOUTHOLD �suFFoi,r�a�a BUILDING DEPARTMENT TOWN CLERKS OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46982 Date: 10/15/2021 Permission is hereby granted to: Homan Elizabeth J Trust C/O James Homan PO BOX 738 Cutchogue, NY 11935 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 2315 Broadwaters Rd., Cutcho ue SCTM #473889 T 8 LA .I L- Sec/Block/Lot# 111.4-1 Pursuant to application dated 9/22/2021 and approved by the Building Inspector. To expire on 4/16/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,855.60 CO-NEW DWELLING $50.00 Total: $2,905.60 Building Inspector FOLTND�TION(1ST) • o • 1 s 1 \ : \\\ e . row°ufFotKco TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: V iI 'L3 L S E P 2 2 2021 Applications and forms must be filled out'in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. �Jf��G `- • Date: Q q I 2 :�. OWNER(S)OF ROPE TY: Name: -3/f1A F- -Q n SCTM#1000- Project Address:Z3 5 Q TZ040W G G Uf-- 1 1 3)� .. Phone#: ,,2��� Z Email: U 1.Mailing Address: P pVG)f OAvvJ n, 6L 14V6 G J CONTACT PERSON: Name: C �_ Mailing Address: 23 Phone#: ( q q Email:�2;[ -72 �e4 V-�to" -4'd DESIGN PROFESSIONAL INFORMATION: Name: S _ Mailing Address: Phone#: Email: CONTRACTOR INFORMATION:- Name: ( Z V &0k Mailing Address: P vua- Paluv c, ov&Q Phone#: ¢ Email: DESCRIPTION OF PROPOSED CONSTRUCTION $NtcwStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Oher $ Will the lot be re-graded? Yes ❑No Will excess fill be removed from premises? Yes ❑No 1 PROPERTY INFORMATION' Existing use of property: ��Gj�/v Intended use of property: �lN(��L t74A . 1? S Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to {� this property? ❑Yes kNo IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County;New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, -additions,alterations orfor.removal or demolition as herein described.The applicant agrees to comply with all applicable.laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name): A(4I0 4 IZTZ OAuthorized Agent ❑Owner Signature of Applicant: Date: C7 STATE OF NEW YORK) SS. COUNTY OF SvFor✓K ) 1411 1C r J C H L(- 2 7Z being duly,sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contr ,ctor,A e t,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this r>Cl day of 2G21 ��)tutgA otary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.OIDW6306900 (Where the applicant IS not the owner)C QUALIFIED IN SUFFOLK COUNTY OMMISSION EXPIRES JUNE 30,20jR- residing at ►�l (n s do hereby authorize to apply on ?beha n of Southold Building Department for approval as described herein. o.) k 1 ignature Date Print Owner's Name. 2 Southold Town Building Department P.O.Box 1179 Permit#: 46982 53095 Main Rd Southold,New York 11971 Permit Date: 10/15/2021 (631)765-1802 Expiration Date: 4/16/2023 Parcel M: 111.4-1 BUILDING PERMIT RENEWAL LETTER Dated: 5/10/2024 Applicant: Homan Elizabeth J Trust Location: 2315 Broadwaters Rd.,Cutchogue Work Description: SINGLE FAMILY DWELLING construct single-family dwelling as applied for per SCHD approval. 5 Pt A FEE OF$14 .80 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Homan Elizabeth J Trust Address: C/O James Homan PO BOX 738 Cutchogue,NY 11935 i The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. t' Telephone(631)765-1802 Town Hall Annex _ Fax(631)765-9502 54375 Main Road " I P.O. Box 1179 It Southold,NY 11971-0959 � p 4VI BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED. WOOD'CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 0 Owner: Location of Property: Please t ke notice that the (check New commercial or residential s re _ Addition to existing ercial or residential structure _ Rehabilitation to an existing commercial or residential structure to be constructed so ructed or performed at the subject property reference above will utilize ` (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor a d roof framing (FR) Signature: P�Name (person submitting this form): -YJ 4 --�c-4 Capacity(check applicable line): Owner — Owner representative TrussRegI6.docx Effective 1/1/2015 TEST HOLE DATA SURVEY OF LOT 2 0 u 3 MAP OF q j 1 m WY SS AMENDED MAP A OF NASSAU POINT 09. 0 BRICK I `?b jj FILE No. 786 FILED APRIL 5, 1931 SLATE P ............................ ..................... ............. SITUATE ..................... ............ -FF ............................... ------------------- • 77.-f." FillF -.-ij. ,.F: J O x NAS AU POINT LOT 284 7.'.4 79.51-1 1.: TOWN OF SOUTHOLD SUFFOLK COUNTY , NEW YORK f .7 W': W,TFr. FI+-..'WI,1TrRrr.- S . C . TAX N o . 1000 - 111 — 04- 01 co SCALE 1 =40' x x 7, 00- JANUARY 139 2021 VACANT & Rs WOODED F04j .-9 Ok -j T, 0 41 ky Az 1. 'I.?n-S �I I WT-R �4,9 TIE LINE 32,884.3 sq. ft. 0 0.755 ac. LOT 283 6C.,J IRR. CURVE 34,672.8 sq. ft. 0.796 ac. WELL PI TO 310 BE ABAN ONED LOT k*. Y RE QVERIIE.. CQL> f 7.9 yARt 01 a x ��� aN1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: NOTE. LOCATIS AND EXISTENCE OF ANY SUBSURFACE UTILITIES AND/OR STRUCTURES sp NOT READILY VISIBLE,ARE NOT CERTIFIED. I_IcE PI'BLI% VIATI) METES AND BOUNDS SURVEYING Tun 53 PROBST DRIVE ­--3 A-T-r-l: Or, -Z.-I-IC. SHIRLEY, NY 11967 A 7 SIGN R0,4z) PHONE (516) 972-5812 -41A 4tv t�/�v /S C:;, + TEST HOLE surveydude@optonline.net F,—ic A OP LOTS: 01 BLOCK: 04 SECTION: 111 DISTRICT: 1000 4 IRON PIPE FOUND tifi.-- '-.I-A—I t.-.I VLT-R MAP OF:AMENDED MAP A OF NASSAU POINT W14 I-a. ..,,It,, ,-1... .......... WATER VALVE Lc,j -1 —--- — SITUATED AT: NASSAU POINT CONC. MON. FOUND TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. fill! UTILITY POLE WATER METER CERTIFIED TO JOB NO.: 21-140 DATE: JANUARY 13, 2021 SCTM#1000-111-04-01 f DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: SUFFOLK COUNTY DEPARI PJEI=iVT CF HEALTHSERVICES PROPERTY: 32.8813fO FT. 0.755ACREf 5ro" PERMIT FOR APPROVAL Cc CONSTRUCTiom FOR A O p�A y`� 7�y FSIIMATED AREA OF Mho � SINGL`�,Aly FILY,7'ESIt 'ENCE AND GROUND DISTURBANCE' w AUG 2 3 2021 v ®ATE — �',`', DWELLING PR D USES PUBLIC WATER[APPROVED0 O GE FF� 82.3 TOTAL&WIM SEDROO&�!S ry P, 1 xp'F:E�THREE EARS FROM GATE OF A PROVAL DW { N d #lII [Water Line(s) 6��1U`�T Be In SPcted By The DWELLING DW - �� 1Dept. Qj I ��cafth Services. USES PUBLIC WATER , SOffOI'/`�vollf-F A � CaII $52-5700, 4p8 F-IOursl`+In p�-�dVar�s�,e, 00 PROPOSED To Schedule Inspe l`011(�). ~� GARAGE \ .a 1 FF EL 80.3 LU - DW \ 22d?0' ROADLINE IS TorAt Z AN IRREGULAR CURVE I 3 o I( CATCH/ PR SE 2 STY. \ ,p / _ MFfFf 68WND5 BY: MEiEf AND BOUNDS SURVEYING SURVEY DATE 01713(N2I RON —'I DW Irf� I_" Q O d s - - - II �J _. HOUSE \ ` �`I 171) FF EL 81.4 —_—_J / •• . LOT 283, MAP A OF N" � — - - - - - - - �- ------ � / NMIN,��ATTIOON DW G�OFR /O'Q q S E P 2 2 2021 �� NASSAU POINT SEPTIC SYSTEM 6'dia.8'd 0°,2000gal. GROG F Nh ;� FILE No. 786 Ln q LP �� e /c.� FILED APRIL 5, 1931 00 ;� 0 PST:.DING DEPT- co O B'dfa.8' eP HOLE v /�C! Ir _ 't'::.:..-i.s.., 60 PRO OSED f' g `I, 1.03' N 0°07 0" r B q o AN AC, �u U fi mm� r 2 .� gOG "A I JUL ^ E EDGE OF PAVE,q -�• / Q'p, p.p@YBFJ��' 0. R _ _ U4_ AIN _ I .�• 'P z3uffn @��lA.� FPL�nBB"� ' — eo EWE OF PA d •\•\ NO WELIi w!150` •\ �� � � GVV���i¢�W,BABA S •� DWELLING " ` - t" �•� USES PUBLIC WATER / •; DWELLING a USES PUBLIC WATER SITE PLAN O r: : ; D� �ilrfS SCALE: 1" = 40'-0" JOB #: 7roaun SHEETNUM13M S1 =,S PUBLIC WATER �a DW/ PROPOSED I GARAGE FF EL. 80.3Gn / DW `\ O ROADL x — — — — AN IRRE w DWun CK CUR a CATCH / — o PR SED 2 STY. \ BASIN — 7 DW I R �`D a _ H HOUSE \ �' FF EL. 81.4 E o F s F " - - - - - - 8 G EXISTING WELL TO REMAIN / 00 I IN MIN.10'SEPERATION /� FOR IRRI ION USE ONLY IT, 9 ETWEEN WATER LINE AND � DW O SEPTIC SYSTEM O In - 0 2000gal. OG t� l \ x ¢z 8'dia, 8'dee O ST _ F ") / q ¢ o oO LP �'rctW dam' IF�,T�' (�� / x 0 H kQ 6 C' 4v p O 8'dia, 8' ep TEST O o z / t E 41 I HOLE F \� S / N PRO OSED 75' � E 74 WATER METER E F O / -� N 0007' 0" BAR 1 .03' (3 / ,2 I\1 � col APRON 7r cn R► / AGE OF: P,4Y EN W47 IN EDGE Op pA NT Nor x ` - - - - - - - - - - - - - - - - - - - - -- - '0k / I a ' nY• u .:` DRAWN:NH/MS PARTIAL SITE PLAN SCALE O � , IDB 7 ® SCALE: V = 20'-0" .�..,�._. SHEET'.� SHEET NUMBER S2 HOUSE FF EL 81.4 GARAGE FF EL 82.3 W Go r LOCKING CASTING LOCKING CASTING LOCKING CASTING `H7 EL 74.0 EL 74.0 TO GRADE FINISHED GRADE EL 74.0 TO GRADE EL 72.0 TO GRADE 0 -• x 1'MIN. A T MAX. W EL71.5 I'MIN. P MAX 0 a SLIT 14.0' EL 70.6 EL 70.6 HOUSE TO GARAGE I 1 EL 71.0 CLASS 2400 4"dia.PIPE EL 70.5 8.0' � MIN.4"dia (SEE SITE PLAN) OR EQUIVALENT EL 70.0 CLASS 2400 4"dia.PIPE EL 69.9 INLET min.PITCH 1/4"/1' OR EQUIVALENT min.PITCH 1/8"/1' 2000 gal I SEPTIC I I TANK 3'CLEAN 3'CLEAN EL 65.8 1 1 SAND-04 Jo —SAND COLLAR 1 1 COLLAR 0 0 10, B'X8' B'X8' LEACHING LEACHING O W z POOL POOL EL 62.1 EL 62.1 3 d A C7 10' Q 0 3'MIN z m u v� cn u N GROUND WATER GROUNDWATER EL 64.69' 0' DARK BROWN LOAM S E PT 1 C D E S t G N OL c o 1.0' SCALE: NOT TO SCALE BROWN SILTY SAND m a SM d � � 3.0' a° \ U U. a �w3 a m u U PALE BROWN FINE SAND O L SP TA �. ' 17' NOTE:NO WATER ENCOUNTERED TEST HOLE DATA McDONALD GEOSCIENCE DRAWN:MR,MS sr"r c. DATE:01/13/2021 JOB p: 7/912021 SHEETNUM13M S-3 r REVISIONS: I SCTM # 1000-111-04-01 .SJ° SlO/ DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: ` ro�O �O// PROPERTY: 32,884.3 SQ.FT. 0.755 ACRES ESTIMATED AREA APPROVED AS NOTED ry1� GROUND D STURBANCOE: 41 DATE: B.P.# 001N ry vry FEE: 2 °Y: .. 2 NOTIFY BUILDING RTMENT AT 1 0 PROPOSED HOUSE AND GARAGE: 2388.4 SQ. FT. 7.3 0/m 800 CU.YD. 150 CU.YD. 765-1802 8 AM TO 4 PM FOR THE PROPOSED COVERED PORCH: 300.7 SQ.FT. 0.9 0/0 6 CU.YD. 3 CU.YD. FOLLOWING INSPECTIC;%S: 100 1. FOUNDATION - TWO REQUIRED _ _ _ _ _ _ � PROPOSED DECK: 898.7 SQ.FT. 2.7% 16 CU.YD. 8 CU.YD. FOR POURED CONCRETE i FUTURE I DWELLING 2. ROUGH - FRAMIN'G & PLUMBING 3. INSULATION I GARA I USES PUBLIC WATER 4. FINAL - CONSTRU(! T ION MUST �cc,, , I FF EL. .3 PROPOSED DRYWELLS: 5-B'dia,8'deep 100 CU.YD. 50 CU.YD. BE COMPLETE FO,­ C.O. r I I PROPOSED SEPTIC SYSTEM: 2000 ST,2 LP 150 CU.YD. 100 CU.YD, ALL CONSTRUCTION SMALL MEET THE REQUIREMENTS OF THE ODES OF NEW YORK STATE. NOT RESPONSIBLE FOR / \ 140 II DESIGN OR CONSTRUCTION ERRORS. Q� " \ TOTAL: 3587.8 SQ. FT, 10.9 O/o 1072 CU.YD. 311 CU.YD. m" DW '! �i \ ,! METES&BOUNDS BY: METES AND BOUNDS SURVEYING SURVEY DATE: Ol/13/2021 COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES !' !! AS REQUIRED AND CONDITIONS OF !' DWELLING DW \ LOT 283, MAP A OF USES PUBLIC WATER "/ \�C� NASSAU POINT SgU{}J1 PFP� ING BOARD / ���� FILE No. 786 O '% C�NCRE�E ,�, '! 4•s' WASHOP CF 'mac ^ry FILED APRIL 5, 1931 RUSTEES DW/' `r _ 5 5' , C a N �! / -, PROPOSED moo, I GARAGE 14.5 2.5' / FF EL. 80.3 iv � EL. 64.69' 0' Q OCCUPANCY OR 111 I�r !! 'O/ ROADLIN E IS !i DARK BROWN LOAM O I�!LAWFUL `I II "PROPOSED 15 5 \� AN IRREGULAR USE IS U DRIV Y ti '! CURVE OL WITHOUT CERTIFICATE CERTIFICATE HAY BALE OR SILT FENCING /� _ o CK M - - - 1.0' LIMITS OF CLEARING TO BE BASIN DW I i/ CATCH / C) 0 PR S E D 2 STY. �, �! \ ko / NO MORE THAN 20'FP.OM �. N R OF OCCUPANCY PROPOSED WORK AS - , C HOUSE BROWN SILTY SAND INDICATED ON SITE PLAN ;, H E II FF EL. 81.4 !I ° o 0 SM ' 10.0' 0 15.5' 12.0' N 20.9' 9 L N 3.0' RETAIN ST ;' L - - - - - - - - - - - - - - - - - PURSUANT TO CHAPTER 236 >8 '/ i \ i!BUILDINGE PE EXISTINGWELL TO REMAIN %' I IN MIN.10'SEPERATION � � - ii FOR IRRI ION USE ONLY OF THE TOWN CODE. �4 ETWEEN WATER LINE AND i DW A SEPTIC SYSTEM O �! FR F / O Q� / i� O "! / 0 8 dia, 8 deep ; O ST �!i n' O ,x LP r� I OP SOIL V a l o �' LOCATION ;; cT ��O �Z / Q �' i - � -•'-••'•• 8'dia, 8' a TEST !; - -p F PLUMBING p \G �! O ALL PLUMBING WASTE � � ;' � I E /I `• O ` \ � HOLE �� O p � / GV � � A C NSTRUCTI N , S 2 / �° OrA &WATER LINES NEED',. �4 ENTRANC PROPOSED E !i \� 75' WATER METER :--- ---- -------_ TES"TINGBEFORECO��ERING. -- ------- ------'- 0 1 PALE BROWN FINE SAND - N 0007' 0" A 1 .03 sP Z Q AN w / o 0 APR0� G «. I m r ►-I-I �D U PLOP"3ER CERTIFI41ATION l >cDC�F Op F' EN ON LU*D CONTENT BEFORE _ CERTIFICATE OF OCCUPANCY � - - - - w�r� aIN I / I l SOLDER USED IN WATER - - / SUPPLY SYST0.1 CANNOT (01, EDGF O� P� MFNT NOTE: NO WATER ENCOUNTERED EXCEED PJ10 OF 1%LEAD. l - �p ,\ - - - - - - - - - - - - - - - TEST HOLE DATA m 4 10 v � o Ll7 E ELECTRICAL NO WELLS McDONALD GEOSCIENCE ° ELO `-+ X 0 INSPECTION REQUIRED w/i lso' / e� y; CZ DATE: 01/13/2021 z cog, CZ CU u c0 m ON U m I C SITE PLAN DWELLING o 3 7c:t�sS rc�:lad.rvla R�QUIRE® USES PUBILIC WATER W - � SCALE: 1" = 20'-0" / � � /� 4� 4 DWELLING f - - VYl {r•�2�L DO NOT PROCEED WITH USES PUBLIC WATER 1� - FRAMING UNTIL SURVEY ROOF AREA:2991.2 SQ.FT. � HOUS6E FF EL 81.4 _OF FOUNDATION LOCATION GARAGE FF EL 82.3 I a Z�r1 t HAS BEEN APPROVED. AT 100%WATER RUNOFF:500 CU.FT je., PROVIDE(2) DIA.X B'DEEP D S ^a ODRYWELLSSCAPACITY:676 CU.U.FT FT CI PROPOSED DRIVEWAY: ROOF AREA:5400 SQ.FT LOCKING CASTING LOCKING CASTING LOCKING CASTING AT 100%WATER RUNOFF:902 CU.FT. EL 74.0 EL 74.0 TO GRADE FINISHED GRADE EL 74.0 TO GRADE EL 72.0 TO GRADE o� e+ p� ����a 1i' s a PROVIDE(3)8'DIA.X I DEEP DRYWELLS 1.. \ I, 1 �`�J/ I �' y �' \a iiJSL DRYWELLS CAPACITY:1014 CU.FT. I'MIN. 1 •..-�r ,_,r•,-y r.y fl F-+ �,orl 2'MAX. nd a d. OGEE GUTTER-STANDARD 5" EL 71.5 a'M,n `,` I T,3 testing r quire 1 NOTES: 11 1).EXECUTION: EL 70.6 EL 70.6 S E P 2 2 20�1 A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 14.0 N 8.0' HOUSE TO GARAGE EL 71.0 CLASS 2400 4"dia.PIPE EL 70.5 MIN.4"dia x 2).PREPARATION: (SEE SITE PLAN) OR EQUIVALENT EL 70.0 CLASS 2400 4"dia.PIPE EL 69.9 INLET A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. OR EQUIVALENT B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR min.PITCH 1/4'/1' PITCH 1/8"/1' I I T ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. min. .1. * t�•e C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR �1J.0 pre�gde MaI1utbi METALS WITH PROTECTIVE BACKING PAINT. lDp1' Tj' � Q � �v� 3.INSTALLATION: 2000 gal �1 v A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 14YS Energy Code 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. SEPTIC TANK 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 3'CLEAN Y CLEAN a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND EL 65.8 SAND-0 I SAND ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT COLLAR COLLAR CONNECTORS. I I RED 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL 10 8'X8' 8'X8' _\C;l All exterior Egrhtinf' CONNECTION WATERTIGHT. LEACHING LEACHING POOL POOL � � � DRAWN: MH/MS v DRY WELLS TO BE 10'MIN, 4).PROTECTION: installed, re laced Q'" A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. EL 62.1 EL 62.1 Q Q y 0 SCALE: P AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL r SEPTIC DESIGN -� JOB#: repaired shall confosr' 10'COMPLETION, 1. N 9/15/2021 to Chapter 172 oDo 0 0o SCALE: NOT TO SCALE 3'MIN ��t(.� a:c4h�}��J SHEET NUMBER: of the Town Codc �� 022339 Q� c�OF NE\N'�O - - GROUND WATER GROUND WATER S- 1 REVISIONS: _ co iEELL=L[=J=j I I I I ITY N — - - n� W O O O PROPOSED NORTH ELEVATION SCALE: 1/4" = F-0" � O ►-t-I W W Z Q � - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - ° O xx O � ------ N U 12 cu � � v ELI — — — — O cz U - - -d , I HillC, Hill 00 N Lf) v - ---- ------- --------- - - N v � v o w 00 n m W Ew4 �o o 0 0 o� N )o o 7 E D qR�y DRAWN: MH/MS PROPOSED WEST ELEVATION '" *� SALE: SCALE: 1/4" = V-0" T 0 2339 Q� JOB#: F �p 9/15/2021 OF N SHEET NUMBER: A- 1 REVISIONS: O 00 ;c OP F, ) M TWA v 1 O O o, o � Q W v� O w O a . . . . . . . . . . . . . Hill 11 Hill LE 11 PROPOSED SOUTH ELEVATION o SCALE: 1/4 1 0 H w z Z Q � � Q o - - - - - - - - - - - - - - -- - - - - _ - - - - - - - - - - - - - - - - - - - - - - �' � N U 0 m N v a ram m o � c a - -—-- --- o`c onoELI +� � ID00 =N .,' N 00 fV � w3 t� W F, W M 0 OFIF-1 EIFT-] 1-11-10 F-100 CYN FIFIEJ FT�D DEIF] E]OF-] 1L — - V PROPOSED EAST ELEVATION EFtEDq� SCALE: 1/4" = V-0" s � N * DRAWN: MH/MS N SCALE: JOB#: '9 3 �Q 9/I5/2021 OF N SHEET NUMBER: A-2 REVISIONS: C I I 1 1 1 24'-5'/2" 3'-03/4" 18'-4" 3'-03/41' #5 VERTICLE REBAR TO BE INSTALLED AT WALL @ 16"OC ----------------------------1NT_Q SLAB AND-_DQQRAPRON ---------------------------, % I o• a o• a � '• ----------------------------- --------------------------- ----, D NOTCH 2"DOWN T DOOR OPENING I d 1 I I 2X6 ACQ SILL PLATE 2X6 ACQ SILL PLATE i '� 8"PC 8"PC OVER TERMITE SHIELD OVER TERMITE SHIELD SILL SEAL ANCHORED FLOOR SYSTEM AS NOTED SILL SEAL ANCHORED FLOOR SYSTEM AS NOTED I I WALL WALL , • I w/ANCHOR BOLTS ON FOUNDATION PLAN w/ANCHOR BOLTS ON FOUNDATION PLAN 1 - - L— CONTINUOUS 15 BAR CONTINUOUS 15 BAR ALONG PERIMETER(TYP) ALONG PERIMETER(TYP) GRADE TO SLOPE AWAY FROM BLDL, GRADE TO SLOPE AWAY FROM BLDL. 4 (6)NS RE AR w/STIRL) \ , I (TYPICAL) SOIL CONDITIONS ASSUME SAND AND GRAVEL BACKFILL WITH CLEAN FILL SOILCONDITIONS ASSUME I • D , !- 1 11 1 1 11 SANDANDGRAVEL 5-6 22-6'/2 41-011 BACKFILL WITH CLEAN FILL.I ' ' PROVIDE WELL OPENING AS REQUIRED (PER PLAN) 1 ° ' 6X6 ACQ POST ON 12"dia. ASPHALTUM DAMPROOFING— BY CODE 91.0^ 1 I 10'0" MEMBRANE TO GRADE I ' • - - - - Y I I _ CONC.PIER,3'BELOW 3•-0' 3'.D^ . I` ,(2)2X8 ACQ GIRDER(`, GRADE min.ON UNDISTURBED MIN. MIN. L — , Q 1 1 it II SOIL(TYPICAL) 1 11 1 11 1 11 14-5/z 6 I 10-3 11 -3'/z 3 -0 I— ° - ASPHALTUM DAMPROOFING I I 12'POURED CONCRRE MEMBRANE TO GRACE - I 4 C1! 4♦ 0 I 11-011 11-011 FOUNDATION WAIL ' `��� _ 3500p,1 1/2'PREMOLDED FILLER 1/2'PRE MOLDED FILLER \ I O 1 1 I X^/ I 0 AT PERMITER OF SLAB AT PERMITER OF SLAB O ° I ° I N L/ CONCRETE SLAB 10"POURED CONCRETE CONCRETE S B r ! - FODNRED CO WALL Q 1 °_____ _______________ __ Q CAT _ I RETAINING WALL AS REQUIRED 4' 3500 E" 4' + ° (3)15 REBA0.`` M F I I • - _. O ``I. 12• (3)YS REBA0. 12' d v° 4 v 60ksi . • 5 E N i ' i O \ ; ' p • ° c° a . paa I. - - o. a , paa ° o.• d a` I BY OTHERS) Q - - - = GARAGE - CONTINUS FOOTING CONTINUS FOOTING O ,-• I.—J ON UNDISTURBED SOIL li i ON NTINUSUNDISTURBEDFOOT( G O TO"PC�lAl p ' ' 24• z4' co I � 1 H 4"CONCRETE SLAB ; b. ' 10"PC ALL D - J - - - - - - - - - - - - - - - - - - - - 1-- - )- - - - - - - -'- ' \ (N B c � REINFORCED w/6X610/10 WMM (TYPI AL (TYPICAL) ' _i _ - - _ _ _ _ _ _ _ _ - - - - - - -- _ - - - - - _ - - - - - - - - O ' N N OVER COMPACTED SOIL ' 1 ) , ° a I 5-1/4X11 1/4 WOLMANIZED GIRDER , 1 5-1/4X11-1/4 WO MAN GIRDER 1 \\ HOUSE FOUNDATION (TYPICAL) FOUNDATION (OPENING DETAIL) a I ° ° I _ L. •-- - \ \ - �+ O c 6X6 ACQ POST OVER I \ \ Q d- LL2 v 16"X16"X36"PIER 3' s/\ \ M p 1 I ' ' , a• ' ' o ' 0 0 BELOW GRADE P I 0ILL Ol, ' o _ N w p ° ¢a o z= I I¢ - ' I 1 ---- ----------- a o d ° m J F Q 1 -----• FLOOR JOISTS a m L 1 1 ' b ° Lnce rn x O I I FLOOR SYSTEM AS NOTED ' �V1. _ '�1' — ON FOUNDATION PLAN 1 V , ' 4 I ^ Z 13 d' I I\ I I ^ GIRDER i •, > 15'-6'/2" I I 151-On lJ I I I — 4.3/4"dia.A325 8"X 8"X 1/2"STEEL I 1 1 �' 1 , L BOLTS BASE PLATE J 4 i a•- ; D - INST LL A 6"STEM WALL AT FRAMED AREAS I N I 11-On_ 4-3/8"X2" — — — ' ' 23'-1'/2" - ; 1 11 I 1 11 1 11 7 z I I LAG SCREWS I ° - 13 -5/2 : 7-7 7-1 1/2 1 1 c f- — — — — 6"—X 12"X 1"STEEL STEEL COLUMN BASE PLATE ------ ------ II STEEL , , I I I 4 ---- TW3041•(}-------------------- -, 3/4"NON-SHRINKI I COLUMN d' 6-83/4 6-83/4 ''/a"LEVELING PLATE 1 ' " ' 11 GROUT(min.) _ , , 1'-�"BOLT a3/4"dia. I OPENING N'1 I I 8"PC I Q I 7 -- 4"THICK CONCRETE SLABr T EXTENSION ANCHOR (PER N ' ' 9'.1u" =N WALL __1 �' .-- --+ (3 2X12 HDR I L — — — — BOLTS — J \ 1 --- ------------------ -N--------------------------------------' I , 1 - ----------------- - ------------------ III 6 mil POLY •-- o v ,c v •� 0 4 - (3)1 ML FL.BM. 1 1 (3)14 ML FL.BM. I ,;, L - - - -, -4 1 .d . o - a •pa a . c a Da a . o ! i - - 2X6 STUD WALL OVER VAPOR BARRIER — — J ' a 4 p' v 4• '� p' - v 4• V p° d ' - �� - ��" ' ' I - - ---------------� r CONCRETE FTG. -N i 1 , _ ._____ , 6"SEM WALL/10"PC 2X6 ACQ SILL PLATE \ 1 I n i------------------------- -' (SEE PLANS) 6 1 F ' a ID'PC WALL ---------- STEEL LALLY COLUMN WALL w/FTG(TYP) OVER TERMITE SHIELD SILL SANCHOEAL BORED (TYPICAL) I I^ 24 X24"X12"CONC. FTG. I _ COLUMN DETAIL w/ANCHOR BOLTS 2'PREMOLDED FILLER `- ,,,,- D PICAL " AT PERMITER OF SLAB ,,,I I G ; i Ny.K I I B. CONCRETE SLAB IIII 8'-011 1 I Lu 1 5'-9'/2° W ' w, V I { I 1� ° J 0 1 , V, I GRADE TO SLOPE AWAY FROM BLDG. 4' m m I CONTINUOUS N5 BA0. ASPHALTUM DAMPROOFING ALONG PERIMETER(TYP) • MEMBRANE TO GRADE O = I I111 - O J, I W F,0 _1 I111 CY 3•O" SOIL CONDITIONS ASSUME W 1� I I111 MIN. SAND AND GRAVEL 10,POUREDCONCRETE ,` ""Q ' �>• I O LI G I LL G I O C 1 2X12 ACQ DJ @16"OC BACKFILL WITH CLEAN FILL. I �_' mil' - �• ° QI 1 y Q FOUNDATION WALL O r^ 35o0pn IIII b ' 4 , _ � X X 1 X' _' ' W I I 51-011 I IIII X ' 1 i N '�1 � ^I -, z (3)MS RE AR CONTINUS FOOTING IIII N ' •4 \ -, M ^ I ° M 1`�7I�-mil 1r�' 60k,i • • ON UNDISTURBED SOIL • 1 O L-L r-I O � col d 4 I I I jN j� ^ Z O I 1111 Q (� 0 1 b M I Ln 1\ Cq 1 W W 24" I•-•- O 1 I '- rn I - ^ 1= O I I m III' ' 10"dia.CONC. PIER ' ;o I vl v' FOUNDATION G DETAIL IIII I IIII 1 - — _ M w/2'X2'Xl'FOOTING , 1 0 L - — (2) 1-3/4X14 ML FLUSH ~ � \' ' ^� I 0 O OU ATION (OPENING ) " I I - In — — - -� �r min.3'BELOW GRADE(TYP) Ln I A FtB�II as - -- •X\ .I IIII IIII . _ 1 I I I I 1 I 1 1 1 I 1 1 I I 1 O IIII , IIII D - I _ I 1 1 1 _J_-' _ _ _J__1 1 „1 ' 1 I Q N I 1 I IIuC1 11 r------ r--------------" •-------I-------, I i p 2X8 ACQ la?16'OC 1 II11 IIII , , I 1 I I I I 1 I I I � 1 I IIII IIII ' , 1 I I I I I 1 1 1 1 I 1 1 116r OVERHEAD EXTERIOR DOOR(TYP WALL m(P J Q r----- ' N v 2X6 ACQ SILL PLATE 1 I I I I I 1 I 1 I I 1 1 1 1 1 I 9 6X6 ACQ POST OVER' I I I ' OVER TERMITE SHIB.D , W W I •4 ° 1 I 1 1 1 I I I 1 1 I I I I 1 SILL SEAL ANCHORED EXPANSION NS REBA0. I I IIIIQ I111 Q I , I I I / I 1 I I , , _ LL , I 1 w/ANCHOR BOLTS IOINT RYPJ 8"'OC EXPANSION 1111� I111 K , , 1 I 1 I I I 1 1 - 16"Xl6"X36"PIER 3' I 1 MIN�ro PSICH 3'-O'APRON JOINT'TYP' i _ _ I 1111Z IIII I - I 1 I I 1 I I 1--- N Q 1 (PITCH TO OVERHEAD DOOR) - - IIII IIII -' _ - - I - - _ - _I , IIi - —, - - , - - , - - - - - - - \ BELOW GRADE(TYP) ' , 4'CONC.SLAB,TO wi 6X61010 WMM B" - - - - _ DRIVEWAY ,_ 1 ,111 C)I IIII 0 1OX45 w/2 PLANE GIRDER WSXSXI/4 TUBE STEEL CIRDER OLUMN W10Xt15�/2X8 PLATEiGIRDER IW10X45 w/2X8 PLAT�I�E GIRDER � i W10X45 w/2X8 PLATE GIRDER i , ^ � Q __I_I__ I ____ _________________ ---------------- RADE TO LOPE WAY FROM LDG ---_--- D• I „ R s, 1 I 1 I I COMPACTED CLEAN FILL `I = N O I I I I V 1111 V 1 I I , , a CONC. G. I %610/IOWMM .-- nnQ IIIIQ o X5XI/4`TUBE STEEL OLUMN N Z SOIL CONDITIONS ASSUME O ^ N- I IIIIX IIII X 1 I 1 1 I I I o I M Lu C1! I SAND AND GRAVEL -.I B^ {~o I un I R 1NFORCtD w/(5)5 kEB R e.w. v I I Lu B'POURED CONCRETE B" M , ' I REINFORCED w/(5)5 REBAR e. I I � Q I I 7P BACKFILL WITH CLEAN FILL I I11.-, IIII N O Q •______________+ •___________ ' + •________ . , FOUNDATION WALL TYP) i y v ; E 1 -1'- -�---- ------ ----- QI 1 Q cL 3500psi IIII IIII I B"r • m --- L B nn ini 2X8 ACO A16"OC 4°. 61-111/2 71-73/411 71-811 71-711 1 14'-1 P/4" 21 u (2)#5 REBAR • IIII IIII ° (I)15 REBAR I'i"MIN. 60k,i VWMIN. II11 IIII ' Q I I CL4h Z I I I _ r.., •I--I M I--, r--IHI--, ' ' 1 ' H Q N r..1 a.+ GARAGE WALL (OH DOOR) "" "" �' I I I a m N ri o GARAGE WALL (TYPICAL) o I 1 I o ' 3� I C I I IIINXI O I I r m u 1� 'llli o r-1 -Tyy +.II II V W' Lu w 0 64u \1 1 ,d. I I I '- X L(") Qi l__IHI--• CO CO CO 30 M ^ In 4'-2 n I I111 7'-211 - =I =1 1= _' i I I I Cs\ I �O x n v n V I I , Q Q I I= L.L Q I '� v I 'a' I I I O r"' x 0 (C 1 0" 1 0" W 1 LL u_ LL I 111 In C I I I W 4 IIII 1 ^ L I , 1 C O <' O 1 1 I I I Ln v it o ° - UNFINISHED BASEMENT � <� ° I g vc00 • I x, 'Xa'I Ix X O I I = r- -I__ I �-4 ^' �•1' V �� 4 i rn Ems^' 1^�? `° m 1 L^ i i \ + I���•yyy) I �° Q, IIII V % 1 , ^I N O N I IIII•Q . I .N..., �IC4 7- I`" M I 7 I I r- '� \ , // IJ 1. 10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0". 7. PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, M E l J m EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A p I 11 X ° ' ' 1\� P��Q / r- RESIDENTIAL CODE WITH A BITUMINOUS COATING. MINIMUM 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO I ;;;;m °b10 ; I I 4) O \�O/ / - N (U (SEE LOCATIONS ON PLANS AND SECTIONS FOR 2X6 WALL AT WALKOUT SIDE) BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. I "" 4 I I , / / / _ o W O O CONCRETE(2X4)KEYWAY IN FOOTING. 8. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING I ��� da I I 10"PC WALL ; ; 5-1 4X11-1/4 OLMANIZED GIRDER d 2. FOUNDATION TO HAVE 24"X12" 10"PC WALL - - - - FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST AT 8'-0"O.C. (MAX.)AND MIDSPAN. = rL-ini--, i i (TYPICAL) , I I (6)#5 REBA0. (TYPICAL) i_ _ _ _ _ - _ _ _ - - _ _'_ ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). O ' IIII ' D - °--- --- ---------------------, 9. PER R302.13 CODE:1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OFJOISTS 11 ® 1 ' ' I wCSTIRRUPS ;- - - - - - - - - - - - -' yl I 4, �— (2)1-3/4X14 ML 3. ALL FOOTINGS(INCLUDING DECK AND PORCH)SHALL BE ON UNDISTURBED (WOOD-I JOISTS OR STEEL JOISTS).TJI FLAK JACKET TO BE USED IN PLACE OF , , • - o• p �a v - - ° , o 0 0 � - a . . o a p , . — . 1�C WALL I o- v •a v '. v •4 v '. , ( -- --' ,4 1 10"PC WALL ----------------- , PICAL D ; W SOIL,MINIMUM 3'-0"BELOW GRADE.VERIFY SOIL CONDITIONS PRIOR TO STANDARD T11 WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT NO ' I 4 •° - 4 ) _.o •v o •o o Cn INSTALLING FOOTINGS THROUGHOUT. SHEETROCK). _ - --------------- -------0 A�'PICAI)---------1----- 1------------ ----' - ---------- 10 -------------- 71-211 ; ' CLOUT 1 .p ----- ------ - 4. BASEMENT SLAB TO BE 4"THICK,3000 si CONCRETE ON(COMPACTED FILL. 10, FILL VOID, BETWEEN JOISTS,AT POINT LOCATIONS. p p T —r� o - INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING 1 oil N o •4 - o '4 I v '1 " . . v •a v v N V 11. PROVIDE OPTION FOR CULTURED STONE AS SHOWN ON PLANS AND ELEVATIONS •o d - 1•D 1 p u p ,D o' o y, WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE ' " - REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE 12. INSTALL SMOKE AND CO DETECTOR PER CODE. , v p1 •o�;LI.N Ov 4p CA AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL CN p 1d• Q D ,o -D ' 1 1 n 1 11 1 n " " JOINTS.CONTROL JOINTS SHOUI'_D BE NO LESS THAN ONE-FOURTH THE ,o ct �'' •° i 7-6/2 $-O 11 -3 31 -O Q' THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL i i 11-011 SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO -- MORE THAN 16 FEET. 10'-0" 7'-5'/z" 6'u0" 71-51/211 15',-6'/2" 5. GARAGE SLAB TO BE 4"THICK,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC I 1 Q OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) 1 iC4 FOR DRAINAGE,1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS. 1 46'-5'/2" i 121-011 41-011 #5 VERTICLE REBARTO BE INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR 1 1 V APRON. I 1 6. PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BE c 1 D 1 INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL, -------- RE PROPOSED FOUNDATION PLAN E �SC, _ ,_ I, O N S PROJECT NORTH rcy SCALE- 1/4 - 1 0 W DRAWN: MH/MS N SCALE: 1 n w J * JOB#: 0 339 �� 9/15/2021 F OF _�O SHEET NUMBER: A- 3 REVISIONS: C ------- I i 38'-1l" I , I 24-61/2" 14'-51/2" ol 10 STEEL FLITCH (S) O O ; PLATE PER PLAN , 3 n " " , 3 1 11 , 1 n r1�ll' 16° + t6" 3 I -2/4 18�0 3 -2/4n 7-0 7-5/2 ol 21/]TT f 1 Oo Oo ; 5"w X 5"w X 3/8"t STEEL ANGLE CLIP (EACH SIDE OF BEAM) O O O 1 1 O 00 O 21/�l Q O (3)1.3/4X14 ML HEADER I 1 O I I 1 I - MICROLAMS O 1 1 PER PLAN ' 1 1 4" 16" O 5/8"M dia.CONNECTION BOLTS . 1� D�{ 1 ________ O AST A307 GRADE A(60,000ksi) 2/ ' ' WITH WASHERS AND NUTS O Q O 1 1 ° I 1 _ry 1 0 @ 16"OC(STAGGERED) (TYP.) 5/8'dia. fn _ = o_ o v d- O , N ; 1IA16 WOOD4 FJ 6' Nrn i� 13'-111/2" 5'-611 22'-6'/2" 4'-0z/z' _ I 1 I O O ' 1 STRUCTURAL BEAM CONNECTION DETAIL - w NTS - 6" 51011 n1 TW30410-2 ' O GARAGE 5/8" E-X FIRE RATED SHEETR JCK TO ' 0 BE I S ALLED ON WALLS AN (LING (3)2X10 HE IR00 ' ^ 1 H B N _ _ �_ _ _ _ (2)1,3/4 14 ML - _ - �4X14 ML w/1/2' EL FLUSH BEAM ISO O B 3" 16" 16" 1 O I M STEEL PLATEWOOD ®��®��® 14"TJ1560 FJ 16"OC N , m 3/8"CARRIAGE BOLTS @16"OC DBL 1-3 4X14 ML 1 N , ° M Clq STAGGERED TOP&BOTTOM -- <J `o° 1 < DOUBLE @ ENDS(TYP.) d ^ 15'-61/2" 16'-011 DEN / PLAY ROOM SINGLE FLITCH PLATE DETAIL 1 00 45 MINUTE FIRE RATED DOOR w/SC HINGES,STEEL JAMB � 4'-6" 5'-911 5'-31/2" ol Ln NTS � ° , n 5- (KITCHEN) o , 35 R I 1 C135 I I r1 .4't 16" + 16" a` (2)1-3/4X14 ML w/1/2"STEEL FLUSH B 14M i O (2)1-3/4 14 ML w/1/2"STEEL FLUSH BEAM (3)2X10 HDR J (3)2X10 HDR 1 m d 1 3'h RAILING - U DECK ABOVE 2/2" O O O N 3'-0" 5'-p" F= O H UO (TYPICAL) (3)2X10 HDR (3)1 3/4X11-7/8 M HDR I I STEEL PLATE 1 1� ' ------ u1 I I _ _� _ _ _ O Q 1 ' 2'/i O O 81_011 ol 4'-0„ N I I 6'-31/211 5'-311 ' (2) 1-3/4X14 ML w/(2)3/8"STEEL FLUSH BEAM 1 0 5/8"CARRIAGE BOLTS = I I O ' @16"OC(TYP.) _ KITCHEN I O IW 1 1, 4'-7" I I 7'-101/2" Cry HALL ° ° d o ° LL W{ ►�+ �w7 1 J U I I V I I•___-_ 1 f-I '2 M O ° O MULTIPLE FLITCH PLATE DETAIL ---------------------- I� 2'_4" o ; ;; o u z II .J v 2X6 C. 16"OG SOLID-CORE DOOR '3 _ O O ' m 1-'i, w/DOOR SWEEP& O - � ,i 1 1`----- � I X ------------------ ° 1 1 NTS , - WEATHERSTRIPPING b In N — - _ MJ SJ_ o T-3" T-4" HALF O `t o o ' '�' ^ ;r _ v in O i I cL==J i m (Y1 d U BATH Q ^I o IG DECK T: (3)2X12 GIRDER 1 (3)2Xi GIRDER �° ^ L__JJ `v, 5/4 DECKING AS SELECTED N U 1 -- A --J - PA d RY ----- I BY OWNERS A TT7 12X12 FG COLUMN 10EMENT 1 ' w/6X6 ACQ POSTBACKER I IBOARD (TYPICAL) tV D 1416'd' 1 I I IM 1 I 1 i 1 w 1-3/4X14 ML FLUSH BEAM 1 1 I 1 1 CL CERAMIC TILE OVER 1 , , 5'-O" ` 1 THINSET(TYPICAL) O PORCH _ -�' (2) 1_3/4X14 ML w/(2) 3/8"STEEL FLUSH BEAM 9-12" EXTEND MEMBRANE - — — — — — — — — — — — - `'------� ----- ' ' ,V O OO , n 1 , T T O \ ----- ----- 48" � UP WALLS AS SHOWN SHOWER DRAIN 3" N ; ; I N CATHEDRAL CEILING Cn n ENTRY 2" /2 (3)1-3/4X11-7/8 ML H R 1, -1 FASTEN AT TOP ONLY (TYPICAL CURB X = N I 1 'N C I I ' I i M CD 26" I I m O =ry U , fV1 N C Iv ry) o � e I O6 rn m v o TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT MORTAR SHOWER PAN iv N I I I I O O I x 'n I 1 E �® OO �jj�.— W � � To o ;a SI I I ° - " U ! M13L X12 GIRDER i-- (3)2X GIRDER , , OOOOO M e �v I 13'-0"O --1-' \ � C I O CN CE tea® ®a- I SJ CID N O \ 1 I I _1 ^ [r , 07 i [I. OO U- X X X X O O O X , n IY1:'7L °o LIVING ROOM d ^ o M RO M m M Z u m I cu -- --- ------ ------- I � 2X6C 16"OC It � N m 00 O TOWEL BAR LOCATION w lV V p � Es-DINING 0011312"X24 O vye - uo V41 min.12") O —a GRAB BAR LOCATION TOILET-PAPER \ I N O � o ,I w 77-84" HOLDER ry � ~ OFFI E I I 'VARIES(VIF) 15" LOCATION 54 O 1 X 61 � I I - 48.60"' O 13�6-48" 26" 00 ' CD 9'-61/211 I 20'-0" ( I 15'-111 I o -1 E=� w SHOWER HEAD NICHE PLACEMENT SHOWER SEAT FIXTURE BLOCKING AT BATHROOM Lf1 ( I I � -- I EQ I EQ L _ —(3) X12 GIR R _ ( u 3)2X10 HEA ER ' ' (3)1-3/4Xi1-7/8 ML HDR LUSH H AR H O TW30410-2 , O TW30410-3 N (3)1-3/4X9-1/2 ML HDR ' 48"OPNG 3) 1-3/4X9-1/2 ML HDR ' �\ N N 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9. INSTALL FIRE BLOCKING, FIRE COLLARS,CAULKING,etc IN CEILINGS RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, MANUFACTURE'S INSTRUCTIONS. FRAMED CHIMNEY/DUCT CHASES,VENTS, PIPE PENETRATIONS,etc. PER CODE. 2. PLATE HEIGHT AT 9'-0" UNLESS OTHERWISE NOTED. I n 1 n , n , n , n , n , n 10. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 5-O 5 -O 3 -11 13 -1 3 -11 7-7 7-11'/2 P4 3. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF92 STUDS AT 16"O.C. APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING Cn HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 1 11 1 11 1 11 11 11 I 1 " 1 ,1 1 " W 4. EXTERIOR SHEATHING*TO BE 5/8"THICK FIR CDX PLYWOOD. 5 -0 8-0 lot-oil 20-11 , 15-6/2 12-0 t}_0 11. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R30,EXT. 5. EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED WALLS:R19,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 46-5/2 WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. ; 1 1 11 HORIZONTALLY(WITH TWF AIR BARRIER FLASHING). INSTALL PER 12. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. t INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT f 1 I 6. INSTALL HARDI SHINGLE SIDING PER MANUFACTURER INSTRUCTIONS. SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE 1 I PROVIDE OPTION FOR MAIBEC SIDING.COLOR PER OWNER. AREAS. ' ' 7. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 13. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. loo ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 14. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. C. 8. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 15. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK 7 STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH DRAWN: MH/MS - N * SCALE: � �r�x�� ,�.� JOB#: SIDE FOR MICROLAM HEADERS. E _� PROPOSED 1ST. FLOOR PLAN N S PROJECT NORTH 9 028-� 9/15,2021 2339 Q' SCALE: 1/4" = 1'-0" W OF NE y0 SHEET NUMBER: A-4 REVISIONS: C --------, 1 1 STEEL FLITCH (S) O 24'-; 1/2" 14'-5'/z" PLATE PER PLAN O 16" 21/2j O Op 12'-23/4" 12'-23/4' 12'-10" 5"w X 5"w X 3/8"t STEEL ANGLE CLIP (EACH SIDE OF BEAM) p O O TT O 00 O 21/1 O O AXE 81 O MICROLAMS O I (3)2X� HDR PER PLAN 4" 16" 0 5/8"dia.CONNECTION BOLTS 1 I I I O ASTM A307 GRADE A(60,000ksi) 0 2h WITH WASHERS AND NUTS O @ 16"OC (STAGGERED) (TYP.) 5/s"dia. I I I- 2X8 C1 g16"OC I O , 21" I I O N o I I I q o I ATI�{C STF.UCTURAL BEAM CONNECTION DETAIL NTS D W SOLID CORE w/ ; V1 6ATHEP TRIPPINC' _ 2'-0" S'-3'/4" ~ O 2X8 CJ la?16"OC _1 3" 16" 16" � O I 3)2X8 HDR I s �"}' ►�' 00 I ' i 2X8 CJ 16"OC a N FIRi 1' O O —N I 19 00 x ' W J It , N N � , 1 STEEL PLATE O B 5'-3'/4" 11'-103A ; m 81-93/411 5'-83/4" =N 3/8"CARRIAGE BOLTS @16"OC �m BEDROOM No. 1 DBL.2X8 CJ 016"OC oo ; STAGGERED TOP&BOTTOM Lf1 2X8 CJ 016"OC I= AT SHED ROOF DOUBLE @ ENDS(TYP.) ------ --- ---- --------------- --- ----- J N Cn cv 0 DBL.2X8 CJ 16"oc - ; BEDROOM No. 2 0 � cV SINGLE FLITCH PLATE DETAIL _ AT SHED ROOF N 00 o , 0 00 rr d- ao rn N � 17'-211 '�2" 14' 6'/2" N NTS 5'-6'/2' m m 'm N to �� - 2'- ir�i 9'-01' 2'-0" '-0'/2'1 Ln 419 16" 16" I 7 ' ' I ❑ QUEEN � M FZ7, E�] FM 21/z'� ' O O O _ 1 Du 2X6 BEARING WALL 2'-6" 2'-6" 11 X6 BEARING WALL m M (3)2X8 HDR (3)2X8 H R STEEL PLATE ^ S''1O'/2" ( O O O 21/z o o 3'-4" _ -1BALCONY a 5/8"CARRIAGE BOLTS - m BATH @16"OC(TYP.) BATH O FWG6061IR U1 �0 6 I 100 3)1-3/ 7-1/4 ML H W A 9'-6'/2" 7'-7'/211 5' 1/2" N 5'-111 01 o ; Q MULTIPLE FLITCH PLATE DETAIL °_ _ _ _ _ _ ---------7-2 4 NTS M 24 2-4' PITH f" -1 (n ^ LINEN v 5'-0" (3)7 1/4 ML HDR 3'-0" x U- o W 00 � N , 8-6 M IhrrT--""11 W 4-0 IT cxN ' LT HT j� � z 77 (2)1-3/4 16 ML[LUSH BEAM Z( 0 1 oo 9'-611 N '-9'/211 7'-611 4'-3'/2" Q1 d C7 o 00 o � O 'n x 7 0 N __________________ __________________________ O00 m CEMENT m 8 O O BACKER -- BOARD � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 M 1 1 I 1 1 I I 1 1 I 1 1= I 1 1 0----�� � ^A A 1 1 1 1 1 1 1 1 1 1 1 1 N� 1 1 1 - 16'-7" rt U 1 1 1 1 1 1 1 1 1 1 1 1�1 1 1 1 �. CL CERAMIC TILE OVER 1 1 1 1 1 1 1 1 1 i 1—1 1 1 1 — W_ THINSET(TYPICAL) 1 1 1 1 1 1 1 1 1 1 1_ 1 1 1 1 1 D 1 1 1 1 1 1 i 1 1 1'CI'1 1 1 1 tY1 1 9-12" EXTEND MEMBRANE - — — — — — — — — — — — - i 48„ 12'6" SHOWER DRAIN 3" 1 , , , , 1 1 1 1 1 1 i i 1 i 1 V UP WALLS AS SHOWN Y 1 CURB ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 2X6 BEARING WALL FASTEN AT TOP ONLY (TYPICAL) 3 2 $H ' C) 1 � � 1 V"_71 ; '-6" 2X6 BEARING LL =N .° °• < a ; N F ------ ---� -- -------------------------------------- 1 - ------------- -------------- I QUEEN ❑ LINEN 2 MASTER BEDROOM O TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT MORTAR SHOWER PAN O N I - — _ —- --- x M 1'-8" — 11-0 CEILI G HT N O �1 -0 I I �0 cal CD 1 n NII SKYLIGHT I I N 'v N rn ' /2 w� CHASE ILL iv N a o p l 10 = cri 0 O NI I� \ __________________ EDROOM No. 3 1 MASTER �� - - - I N �r o L, _ ° BATH (2) xs � o o 4 00 4'-1" 9'-1" 2'-6" O X o X 1 N -, BATH � _ v 12"X24" TOWEL BAR LOCATION 'XI, - ' (2)1-3/4X7-1/4 ML HDR w a+ �EC -N W I L17 -N G 4 \ x 1 " 1 " 1 1 2'_6" Ny 14-2 2 3/2 11 6 s o R (min.12") d^ r _ _ _ _ _ _ _ _ _ _ _ _ (3) 1-3/4X7-1L F SH B ! a-o ILING — — — ____" p GRAB BAR LOCATION TOILET-PAPER 00 - 77.84" HOLDER VARIES(VIF) 15" LOCATION — i---- f — — — m 48-60" 54" _ 1 2 ) 16"OC i i ^I w Lf) U +' (VIF) 36" d' I 1 PLT. , i _M :� U) 136-48" 18" 26„ 00 81-01/211 I 8'-511 • _ \ 2X8 CJ R16"OC 00 M 1 1 I O W 3�2X8 FLUSH BEAM _ N I `` ' WALK-IN CLOSET _-' SHOWER HEAD NICHE PLACEMENT SHOWER SEAT FIXTURE BLOCKING AT BATHROOM - 4'-0"PL . HT 1 i 2X8 CJ 1@16"OC (3)2X8 HDR / A-kC `� 1 (3)2X8 HDR TW3046-2 N �/ � T \� TW3046 = W, W 0- - U 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9. ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH 1 RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, U) MANUFACTURE'S INSTRUCTIONS. 250#CAPACITY. 2. PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 10. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE �I APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 3. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 4'-6" 4'-6" 5'-0" 5'-0" � 4. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. ll. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF: R30,EXT. i 5. EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED WALLS:R19, FLOOR: R30.EXTERIOR OPENINGS MAX.U 0.30 91_On 2'-6'/211 10'-01' : 3'-011 WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. 12. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. 1 a� HORIZONTALLY(WITH TWF AIR BARRIER FLASHING). INSTALL PER BATHROOMS BE INSTALLED WITH MOISTURE-RESISTANT 1'-0" 1 1 () INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE 6. INSTALL HARDI SHINGLE SIDING PER MANUFACTURER INSTRUCTIONS. AREAS. 1 O'-Ol' 20"r11" 15-6'/2" 01 � PROVIDE OPTION FOR MAIBEC SIDING.COLOR PER OWNER. 13. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. 1 1 7. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 14. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. C 1 D 1 UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH 15. INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS SIDE FOR MICROLAM HEADERS. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. 8. INSTALL FIRE BLOCKING, FIRE COLLARS,CAULKING,etc IN CEILINGS INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 16. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. �SRE D ARC FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. j IN SCti y% PER CODE. o o �� —4 E * +� N DRAWN: MH/MS PROPOSED 2ND FLOOR PLAN N S PROJECT NORTH N - 'J * SCALE: 1 h}c.w 1—.✓ JOB#: SCALE: 1/4n = 1 -0n W 9�� 223 1) 0 9/15/2021 OF N E\ SHEET NUMBER: A-5 REVISIONS: I I r — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — , 1 r — — — — — — — — — , r — — — — — — — — — — — — , r — — — — — — — — — -- ROOFING CROWN 2-1/2" FASCIA 1X8 i l 1 1 u I I 12 I I 1 1 I I ce I I 10 I 2X10 DF#2 RR na 16"dC 1 V CROWN 5-1/2" I I 1 1 FRIEZE BD. 1X8 , 1 II II 11 , I II II 11 RAKE DETAIL , I II II II , I II II II , I II 1 0 Ir — — — — — — — — — — — — — — — — — r — — , r — — — — — — — — — — — — , r — — — — — — — — — , I I I I DEL 2X10 DF#2 - 6 I r - - - - - - - .DBL2 10DF#2 1 T, - - - - - - - - - , II I I 11 11 0 2X10 DF#2 RR(a?16"0C I I 1 1 O 1 I I Ir ------------ I VARIES 1 1 I I I I ---------------- Q-1 I I II I I I I I I 1 I I 12 SPLICE kFTERS 1 1 12 1 1 1 1 1 I I 4 Lu Lu I 1 1 4 1 ) 1 1 D R ONow OF 11.411 I , I w 1 11 � II II II 1 I , 2X10 DF#2 RR(a 16"OC } I S 11 I I CEILING 1 1 I N 11 00 I I I I IL - - - - - - - - - - - - - - - - - - - - - - - - _ - - J L _� - - - - - - - - - - _ _ - - _ - _ _ _ J I I L _ _ _ - _ _ _ _ , I L - - - - - - - - , r - - - - , r - , r - - - - - - , r - - - - - - - , r - - - - - - - , I l r - - - - - - - - - - - - - - - - - - - - - - I HALF ROUND GUTTER 1 L - _ _ _ - - - - - J 5/4X8 AZEKI - 1 1 FRIEZE BOARD 1X8 AZEK ❑ 1 1 1z 11 1 11 1 1 1 1 1 1 I d 1 I 10 I' I II II I - - - - - - - - - - - - - - - - - - - - , I 1X6T&GVJ FASCIA 11 11 11 11 r - - - - - - , r - - - - - - - - - , r - - , I I I O AZEK SOFFIT � o 1 1 II II I I �Q I I 11 11 I I 1 1 J L - - - - - - _ - - J L _ - - _ _ J L _ _ �p�� _ _ J L _ _ _ _ _ _ - 1 � 1 I I I 1 O W r - - - _ - - _ _ - - - - - - - - - - - - - - : - - _ _ �l _ _ - , r _ - _ _ _ _ J 1'Z N , I 1 1 - - - - - / } LL I 1 1 I Q Z , I II ti I I 4 � 0 11 I I I I 2X10 DF#2_ L J OPENING RR@16"Oc I r - - - - - - J I I LLJ (TYP) 1 1 2X12 LAYOVER PLATE 11 R�IL ��, kn P15-E4e��� - - - - - - - - - J I 11 0 SOFFIT DETAIL A ❑ 11 qll� � �. 2X12 r - - - - - - - - - - - - A N V 1 1 N 12[7 I I LL ti I I I 12 I 1 1 12 I l x 1 1 1 1 I I 1 1 1 N I L _ - - - _ - - - - _ _ _ J I I I 1 L _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _ _ _ - - - - - J r _ _ _ _ _ _ _ - - - - - _ i I I 1 1-3/4X11-7/8 ML RIDGE I r - - - - - - - - - - - - - - - - - - , r 1.3/4M4-10L RIDGE , 3 1-3/4X14 ML RIDGE ' II I II 11 ----------------- I 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 1 1 1 i r _ _ _J J (2)2X10 I I I I 1 i o� 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. cn N p GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. LL_� N 30x30 ' I I O _ _ _ 2 _2X10 DF_#2_ _ _ I m m v v o aU I I 2 2X10 DF#2 I I I I SKYLIGHT 1 1 �O rl ( ) 1 1 61 v 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS x (� - o I I I I o� I o 1 0 . 10 1 co (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 12 1 0 0 1 Ce 0 N 10 1 a` 0 I I ,x I I 1_ 1 & I r' p' v FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. ` 1 1 N� (2)2X10 N 1 N ,x N 1 O `--' x 0 � PER CODE. 1 1 2 l y 12 I I I I N I`v 1 1 0 `✓I ��� ��io Iv 1 , R, w x 4. APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. ❑ l� I 1 Q�? ��o , I L _ _ J I , I o JP L9 I , 0 v 00 a; I I J L L I X �O ll � 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND - _` _ _ -I- - _ - _ - J 0 sL DIRECTLY TO THE DECK ALONG EAVES. I 1 1 �Jl� I _ ,r - - - - - - - - - - - - ,-r - - - , I az v � � I r n 6. USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ ) , I Afg I I I I I I I s~ +; 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. "' 1 �� I I I I "' I I I I � U � � cn 2X10 DF#2 RR 16"OC I I p �Y 2� I I I 1 t7 `. M 7. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS I I ce P� I L - _ - _ _ _ _ _ dL� -'_____ J J ) 1 I I N WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. - v J r - 11 12 I 0 W 8. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING 12 1 1 12 I I �� 1 1 I I d 12 I 1 I 1 MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 2,5 v ' _ ��' I J 2x10 DF#2 x I 1 UNDERLAYMIENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 1 112 m _ _ _ _ _ _ _ J I I I � I I _ _ _ _ _ _ J W RR @16"OC WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 1 1 2X10 DF#2 lti o I I 1 1 M COMPLETE. 1 1 RR @16"OC I I I 12 1 1 1 1 ( 1 11 Em� 9. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 1 L _ _ _ _ _ - - - - - J 1 I I 1 I L - - - - - _ _ _ - _ - _ I I I USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT F r- - - - - - - - - - - - Jd12 L JI F' LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 1 I 1 I I I 1 USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT I - - - _ _ - - _ _ _ - - 2X10 DF#2 RR A16"0C CUTTING INTO SHINGLE SURFACE. ❑ _ -_ _ _ _ _ _ _ _ _ _ _ _ J O 10. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. I I Cf) 11 11 � L _ _ _ _ _ _ _ _ _ _ _ L N un 00­ I � I I I 1 1 ' V 1 1 I C D x 1 L ROOF PLAN F N S PROJECT NORTH \��ERE �D , �� SCALE: 1/4" = 1'-0" <v� ��v1 So �w Q7 1 ,I t DRAWN: MH/MS dt- -' ( N * SCALE: N� K � JOB#: 02 39 �� 9/15/2021 F0 �0 SHEET NUMBER: A-6 REVISIONS: 1ST. FLOOR OPENING SCHEDULE 1ST. FLOOR OPENING SCHEDULE ROOM SCHEDULE ID LIBRARY NAME PRODUCT CODE TYPE JAMB SIZE C.RII I F WIDTH HFIrjjl TEMPERED OPENING AREA FI EVAT_ION ROOM SCHEDULF ID LIBRARY NAME PRODUCT CODE TYPE JAMB SIZE C.RII 1 F WIDTH HEIGHT TEMPERED OPENING AREA ELEVATION KITCHEN ANDERSEN 400 SERIES CX135-3 LNR CASEMENT 6-9/16" 2/2 7'-101/4" T-413/16" No 26.9 sq ft. ENTRY THERMATRU TBD SGL PREHUNG DOOR 6-9/16" 2W2H 3'-0" 6'-8" No 21.4 sq ft. ❑ KITCHEN ANDERSEN 400 SERIES C135 L CASEMENT 6-9/16" 2W2H 2'-0'/s" T-413/16" No 6.8 sq ft. KITCHEN ANDERSEN 400 SERIES C135 R CASEMENT 6-9/16" 2W2H 2'-0'/s" 3'-413/16" No 6.8 sq ft. ENTRY THERMATRU TBD SIDELIGHT 6-9/16" - 2'-0" 6'-9" No 13.5 sq ft. Li DEN/PLAYROOM ANDERSEN 400 SERIES TW30410-2 DOUBLE HUNG 6-9/16" 2/2 6'-3%" 5-0%" No 31.9 sq ft. ENTRY ANDERSEN 400 SERIES TW30410 DOUBLE HUNG 6-9/16" 2/2 3'-I%" 5-0%" No 15.9 sq ft. ELI DEN/PLAYROOM ANDERSEN 400 SERIES FWG6061IR FRENCHWOOD GLIDING DOOR 6-9/16" - 5'-111/4" 6'-10%" No 40.8 sq ft. OFFICE ANDERSEN 40D SERIES TW30410 DOUBLE HUNG 6-9/16" 2/2 3'-1%" 5'-0%s" No 15.9 sq ft. W GARAGE ANDERSEN 400 SERIES TW30410 DOUBLE HUNG 6-9/16" 2/2 3'-1%" 5'-O'/s" No 15.9 sq ft. O OFFICE ANDERSEN 400 SERIES TW30410-2 DOUBLE HUNG 6-9/16" 2/2 6'-33/" 5'-OYs" No 31.9 sq ft. M^^� Lu F� w O LIVINGROOM ANDERSEN 400 SERIES TW30410-2 DOUBLE HUNG 6-9/16" 2/2 6'-3%" 5'-O'/a" No 31.9 sq ft. GARAGE THERMATRU TBD SGL PREHUNG DOOR 6-9/16" 2W2H 3'-0" 6'-8" No 21.4 sq ft. a DINING ROOM ANDERSEN 400 SERIES TW30410-3 DOUBLE HUNG 6-9/16" 2/2 9'-5'/e" 5'-0'/s" No 47.8 sq ft. i ❑❑❑ DOE] ❑❑❑ ❑❑❑ tIFTI FT]h d ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ GARAGE CLOPAY TBD OVERHEAD DOOR 6-9/16" - 18'-01, 8'-0" No 148.3 sq ft. 7 A v v xv v N/ N DINING ROOM ANDERSEN 400 SERIES FWG120611-4 FRENCHWOOD GLIDING DOOR 6-9/161, - ll'-9" 6'-10%" No 80.7 sq ft. I� BASEMENT OPENING SCHEDULE C 2ND. FLOOR OPENING SCHEDULE O a LIBRARY NAME PRODUCT CODE im JAMB SIZE .RC II I F WIDTH HFICjHT OPENING AREA ELEVATION ROOM SCHEDULE ID LIBRARY NAME PRODUCT CODE TYPE JAMB SIZE C.RII I F _y`ILile tX-K1;:LI OPENING AREA ELEVATION s „ , ANDERSEN 400 SERIES TW30410 DOUBLE HUNG 8" 2/2 3'-1%" 5'-0%" 15.9 sq ft. Q MASTER BEDROOM ANDERSEN 400 SERIES TW3046 DOUBLE HUNG 6-9/16 2/2 3-1/s 4-8/s„ 14.9 sq ft. Ifl Ell O O x N U ANDERSEN 400 SERIES TW3056-2 DOUBLE HUNG 6-9/16" 2/2 6'-3%" 5'-83/s" 36.1 sq ft. MASTER BEDROOM ANDERSEN 400 SERIES FWG60611R FRENCHWOOD GLIDING DOOR 6-9/161, - 5-11'/4" 6'-10%" 40.8 sq ft. ANDERSEN 400 SERIES TPX/30410 DOUBLE HUNG 6-9/16" 2/2 3'-1W 5-03/8" 15.9 sq ft. 0 N v I~ WALK-IN CLOSET ANDERSEN 400 SERIES TW3046 DOUBLE HUNG 6-9/16" 2/2 3'-1%" 4'-8%" 14.9 sq ft. Ell ANDERSEN 400 SERIES FWG8061IR FRENCHWOOD GLIDING DOOR 6-9/16" No T-11'/4" 6'-10%" 54.5 sq ft. x ° 3 n 7 m l'0 BEDROOM Nol ANDERSEN 400 SERIES TW3046-2 DOUBLE HUNG 6-9/16n 2/2 6-3r /s 4-8r /en 29.8 sq ft. Ln 011 U r w in EH EXTERIOR WINDOWS AND DOORS TO BE 5 ANDERSEN 400 SERIES HIGH PERFORMANCE N v v ow3 BEDROOM Not ANDERSEN 400 SERIES TW3046 DOUBLE HUNG 6-9/16 2/2 3-1/s 4-8/a 14.9 sq ft. � I"1 � � UNITS, DOUBLE PANE INSULATED GLASS. ° ° ° ® ° GRILLES TO BE DIVIDED LIGHT, PATTERN AS SHOWN ON SCHEDULE AND ELEVATIONS. ALL EXTENSION JAMBS ON 1ST. AND 2ND. w FLOOR TO BE PREFINISHED. HARDWARE FABTENERTYPE: SPACING: BEDROOM Not ANDERSEN 400 SERIES TW3046-2 DOUBLE HUNG 6-9/16" 2/2 6'-3%" 4'-8%s" 29.8 sq ft. BASED ANCnoa W"H I6"OCLu 11 FBI STYLE / COLOR AS SELECTED BY OWNER. 2,..EMBEDMENTLENGTH ® • • • ° U ALL KEYED LOCKSETS TO BE KEYED ALIKE. "°'D NCHOOOD-R`ITH ° ° O BASED ANCHOR WITH I6'« EMBEDMENT LENGTH PROVIDE SCREENS FOR ALL DOORS AND 1/41n.cla.LAGSCREW 1 BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH p ° °• e e . m WINDOWS. INSTALL ANDERSEN FIBREX ® ° EXTERIOR TRIM ON ALL OPENINGS. ° ® SHEATHING SHEATHING N -1 L 1/2" BEDROOM No3 ANDERSEN 400 SERIES TW3046 DOUBLE HUNG 6-9/16" 2/2 3'-1%" 4'-8%8' 14.9 sq ft. GR&DIARATEDSHEA SHEATHING GRADE PLYWOOD • (ALTERNATNNE:]/Ib"O.B.B.) ® ° 1/2"ARA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVIVE:7/I6'O.S.B.) e Oo ° ® V I FASTENER T OR B10"Oc No.8 WOOD-SCREW 2X STUDS v J BASED ANCHOR WITH 10'a BEDROOM No3 ANDERSEN 400 SERIES TW3046-2 DOUBLE HUNG 6-9/16" 2/2 6'-3%" 4'-8%s" 29.8 sq ft. WINDOWSILL 21o.EMBEDMENT LENGTH TYPICAL WINDOW OPENING N°.10 WOOD-SCREWS BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH THAN 4 FEET 1/41,die LAGSCREW BASED ANCHOR WITH 16"OC ° 2.EMBEDMENT LENGR7 e s ° ----------- -- -------- PAN ET TYPICAL DOOR OPENING EL SPAN GREATER THAN 4 FEET MULTI%-E MYWOOD ASBEMBL16 FABTENER TYPE: SVACING. .. ..;. '�' - : � 2-2X4 DFk25ND5 CONNECfEO • ' AN EQUAL OR SMALLER mGETHFR WIrH srAINLEss srEEL N°.8 WOOD-SCREW D Q AL BEDROOM No3 ANDERSEN 400 SERIES CIR30 CIRCLE 6 9/16" 2W2H 2'-11 15/16" 2'-11 15/16" 7.O sq ft. ® THAN 6FEET OR GALV NRED BOLTS W/WASHERS °�E ENG °C AND NUTS 0 2•-D'O.C. TYPICAL MULTIPLE OPENINGS �NC3 " ED C� Asrye PANEL SPAN GREATER THAN 6 FEET N LEN AND EQUAL FOR SMALLER Qy 1) w uGstR THAN 8 FEET J:========u rd . WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL �'► DRAWN: MxiMs STAIR HALL ANDERSEN 400 SERIES TW3046 DOUBLE HUNG 6 9/16" 2/2 3' 15/8' 4'-8%a° 14.9 sq ft. '.. AS PER SEC R301.2.1.2 NYS CODE" PROTECTION OF OPENING 'ELI N SCALE: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" I /' * JOB#: INSTALL WINDOWS)PLUMB,LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP(IF FOLD HOUSEWRAP DOWN AT HEAD;TAPE AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 9�15�2021 PER MANUFACTURER'S INSTRUCTIONS;SEALANT APPLICABLE); HEAD FLASHING;AIR SEAL WINDOW AROUND COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERIMITER ON THE INTERIOR WITH CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 02 33g �� SHEET NUMBER: BASED ON RISK FACTORS;IF SEALANT IS INSTALLED SEALANT OR NON-EXPANDING FOAM;EXPAND- ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. IT MUST BE CHEMICALLY FLASHINOGMPATABLE WITH ING FOAM SHOULD NOT FILL THE SILL PAN. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. OF NHOUSE ATTIC ANDERSEN 400 SERIES AX281 AWNING 6-9/16" 2W2H 2'-T/z" 2'-7'/2" 6.9 sq ft WINDOW WITH HOUSEWRAP DETAIL A- 7 REVISIONS: 1-3/4X14 ML RIDGE (3)1-3/4X14 ML RIDGE s I 0 R-@l "OC )3 3 1 1/4 1 1/4 1 1/2 1 1/4 1 1/2 1 114 1 1/4 1 1/4 1 1/4 1 1/2 1 1/4 1 1/4 W.0 LAV. W C LAV. W.C. LAV. LAV. �- 2X8 CJ @16"OC - W.M. 5H ER BAH BAH SHO ER ��_- ZC8 _ �S LIG _ MASTER BEDROOM 2 2 „2 11/4 MASTER BATH -� 3 J3 1 1/4 C.O. 1 1/4 3 1 1/4 C.O. C.O. 2 2 I C.O. 2 X 8 CJ @ 16"O C - - - - - - - - - - - 3 3 3 3 1 1/a 1 1n 11/a 1-3/4X11-7/8 ML RIDGE BEDROOM No. 3 LAV. W.0 SINK 13" // / �// / �/� W D.W. D.W. F.A.I. 11/a 3 2 2X10 RR @16"OC C.O. 3 1C.O. 3/4"SUBFLOOR — - - - - - - - - - - - - - - - - - 3 -- w 4 (3)2X12 GIRDER 14"TJ1560 FJ @16"OC , - � - - - - - - - - - - - - - - - - - - - ' (3)14"ML (3)14"ML (2)14"ML (2)14"ML SLOPE"1/4"PER FOOT PITCH TO DRAIN TOAPROVED , , I I `_: O 4"C.I. SEPTIC SYSTEM TRAP HOUSE , ' 12X12 FG PORCH E TRY LIMNG ROOM �? W COLUMN w/ I I KITCHEN o� PLUMBING SCHEMATIC I I 6X6 ACQ POST , , t=7 o I I I I ``�. 3'h RAILING(TYP.) ^ SCALE: NOT TO SCALE I I I I 1(2) 1 3/4X14 ��� �_� (3)1-3/4X14 I I I I ML L.BM. `� ML FL.BM. 5 4 DECKING 3/4"SUBFLOOR i- h� 2X8 ACQ D1 @16"OC � T:.; CONC. XI0 ACQ 2X12 ACQ DJ @16"OC — r IRDE CULTURED . WIOX45 STEEL GIRDER : 5-1/4XII-1/4 • aWOLMANIZED GIRDER02.13 CODE,NEW FLOOR JOISTS AT BASEMENT,THROUGHOUT. L 12"dla °, PERIMETER D: — \ 1/2"MOISTURE-RESUSTANT SHEETROCK MUST BE INSTALLED ONUNDERSIDE OF JOISTS(WOOD-I JOISTS OR STEEL JOISTS).TJI FLAK 0 PIER;?s• ,`� JACKET TO BE USED IN PLACE OF STANDARD T11 WOOD-Is FOR •� ANGLE M tl — EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). A�' BRACING 2'X2'Xl'FTG . 5X5X1/4 •1r L•a TUBE STEEL BASEMENT •a 6X6 ACQ 0 10'PC WALL p COLUMN DAMPPROOF Lp� POST � ° °:• a;• RETAINING 4 C . WALL L•, 4"CONC.SLAB :d .. L d .d Y: • ^r.d r.d p.• D' ►o ^ d d Y• ► ^ d r.d y! • r• d ►� .d .- l V1 Apr..►-1•w p••.►• r•w w r :' 'p•..►;r•q. p :.gip'..►:`rI w a'e PAVERS(TBD P.�••� 0 24"X12"FTG 60"X60"X12"CONC. FTG �6 O (3)#5 REBAR REINFORCED w/(5)#5 REBAR e.w. rn •v'r•�4 M O �, :,,.• a •�.e�Q .r W pp• � — — •-.o! a 16"X16"CONC.PIER Z w/(4)VERT REBAR W t� 12 � O O '° CROSS SECTION A SCALE: 1/4" = V-0" 10 "' F IJ-I N U 2X8 16"OC AT SPLICED AREA ° SPLICE RAFTERS AT 12 12 ,Or- SHED DORMERS AND 4 4 10 RR @16 SECURE TO MAIN ROOF 2X70 RR 2X 2X4 SUPPORT 2X4 SUPPORT @76 OC WALL WALL 2X8 CJ 16"OC DBL 2X8 CJ 16"OC DBL 2X8 CJ 16"OC 0 ML BE/CM N 12 0 ONON m v v ' 10 x v CC1 C", c+i O ,� i , , - N U i , ,0 o O � x 0 00 CC) BEDROOM No. 1 BEDROOM No. 2 o v o 21-011 H ` u � u 11-61/2t1 aV+ 12 3/4"SUBFLOOR U DBL 1-3/4X14 ML FJ @16"OCn7m 14"TJ1560 WOOD-1 FJ @16"OC � a1 v - — BLOCKING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � W 5/8"TYPE-X FIRE RATED DEN / PLAYROOM (TYPICAL) GARAGE SHEETROCK ON WALLS AND CEILING(TYP) 000 DE10 ❑❑❑ DEIF] o 000 EIFIF-1 01:10 EIF—]E:l Th RAILING(TYPICAL) 0 ME3/4"SUBFLOOR m I 5/4 DECKING P — - 2Xi2 ACQ@16"OC - Is 14"TJ1560 WOOD-1 FJ @16"OC ' 2X12 ACQ@16"OC 5-1/4X11-1/4 5-1/4X11-1/4 ry — CUL1 URED • ' ' ' ' Q #5 STIRRUP OVER WOLMANIZED GIRDER WOLMANIZED GIRDER VN STONE 4"CONC.SLAB,PITCH TO OH DOOR L t EXT.OPNGS. O 6- 8"PC WALL REINFORCED w/6X6 10/10 WMM 6 (TYPICAL) rn 1 ON COMPACTER SOIL e , ° _ _ ' ' • 6X6 ACQ POST w/ 16"X8"FTG °� ANGLE BRACING (2)#5 REBAR 10"PC BOX IN OPENINGS w/ O �6 BASEMENT WALL L 2X10 ACQ(TYP)BUCK 1 6, tl• RETAINING WALL •� BY OTHERS ,SERED q,Q CULTURED N5 C CROSSSECTION B •a 4"CONC.SLAB STONE n DRAWN: MH/MS L• .• �� � �� f';r•°� .'. PATIO BY OTHERS •o'•,'''4 SCALE: 1/4 = 1 -0 _ p a• • !d WALL SCALE: ►o. ! * JOB#: fy)p w• • — - 0 9� 2233g Q- SHEET NUMBER: 24"X12"FTG 16"X16"GONG. PIER (3)#5 REBAR w/(4)VERT REBAR �OF NEON�O A- 8 REVISIONS: Generated by REScheck-Web Software12 Compliance Certificate 1` s 1-3/4X14MLRIDGE .J N '1_ Project HOMAN Energy Code: 2018 IECC Location: Cutchogue, New York - 1-3/014 ML RIDGE Construction Type: Single-family Fl 1-3/4X14 ML RIDGE Project Type: New Construction Conditioned Floor Area: 3,390 ft2 Glazing Area 19% 2X8 CJ @16"OC Climate Zone: 4 (5572 HDD) - R @ , 2X8 CJ @16"OC 2X8 CJ @16"OC Permit:Date: Permit:Number: Construction Site: Owner/Agent: Designer/Contractor:2315 C Cutchoguue, NewTERS York 11193D5 MASTER BATH HALL _ O ATTIC 00 .��.�. '. .,� :..qi• x_ ,, __ _...._ _ _ ..__., MASONRY Compliance: 4.2%Better Than Code Maximum UA: 530 Your UA: 508 Maximum SHGC: 0.40 Your SHGC: 0.30 CHIMNEY The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 16r 9T @7-7/16" 3'-6"w STAIR 3/4"SUBFLOOR Envelope Assemblies 14"TJ1560 WOOD-I FJ@12"OC 14"TJ1560WOOD-IFJ@16"OCPAM �n 1'' 16"OH - — - — - — - r�,: .' aa- �. BLOCKING 14"TJ1560 WOOD-1 FJ@12"OC (TYP) HALF (2) 1-3/4X14 ML (2)1 3/4X14 ML (TYPICAL) STEEL_ �.... ._.._ ._ ... _ _ .d..... ._... _..__._............ .._ W ._.... HALL w/1/2"S w/1/2"STEEL Ceiling 1: Flat Ceiling or Scissor Truss 2,044 30.0 0.0 0.035 72 _ BATH i rTl Ceiling:Cathedral Ceiling 184 21.0 0.0 0.048 9 ? rr r/i r 45min FIRE RATED DOOR 1ST. FLOOR:Wood Frame, 16'o,c. 1,695 19.0 0.0 0.060 76 w/SC HINGES,STEEL JAMB FIRBLOCKINGJE Door:Solid Door(under 50%glazing) 21 0.280 6 O AS REQUIRED° o, LIVING ROOMDoor 1:Glass Door(over 50/o glazing) 122 0.300 37GARAGESHGC: 0.28SIDEILIGHTS:Wood Frame 27 0.280 $ OLID-CORE DOOR w/DOOR SWEEP& /8 ON WALS AND DCE LINGROCEATHERSTRIPPINGSHGC:0.30 CASEMENTS:Wood Frame 41 0.270 11FLUSH HEARTH SHGC:0.34DOU13LEHUNGS:Wood Frame 223 0.300 67 (2)1-3/4X14 ML 2X8 P SHGC:0.31 _ 3/4"SUBFLOOR +I, O 2ND, FLOOR:Wood Frame, 16"o.c. 1,592 19.0 0.0 0.060 82 Q D 14"TJ1560 WOOD4 FJ @16"OC 14"TJ1560 WOOD-1 FJ @16"OC #5 REBAR @12"OC O Door 2: Glass Door(over 50%glazing) 41 0.300 12 PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENT,THROUGHOUT. — T DEEP APRON SHGC:0.28 1/2"MOISTURE-RESUSTANT SHEETROCK MUST BE INSTALLED ON r'� — UNDERSIDE OF JOISTS(WOOD4 JOISTS OR STEEL JOISTS).TJI FLAK i Q • •• •' • •• • • • •• •• • •• • •• • •• DRIVEWAY DOU13LEHUNGS:Wood Frame 179 0.300 54 2"AIR SPACE JACKETTO REUSED IN PLACE OF STANDARD TJI WOOD-Is FOR W10X45 STEEL �• •; , ., SHGC:0.31 (TYP.) EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). GIRDER 2X6 ACQ SILL PLATE bti 4"CONC.SLAB,PITCH TO OH DOOR(min.1/8":1'-0") Q' min TERMITE SHIELD REINFORCE w/6X6 10/10 WMM OVER COMPACTED CLEAN FILL p 1ST. FLOOR:All-Wood Joist/Truss 1,718 30.0 0.0 0.033 57 — CD SILL SEAL 4•., �: 1 A„I 2ND. FLOOR:All-Wood Joist/Truss 510 30.0 0.0 0.033 17 ICI p 16r SIT @71/2" �e CLEAN BASEMENT T-6"w STAIR - �o a OUT ti 10"PC 5X5X1/4 6; WALL Project Title: HOMAN Report date: 06/22/21 p TUBE STEEL ;; CROSS SECTION C. Data filename: Page 1 of 2 4"CONC.SLAB COLUMN •? /411 - 11 011 FOOTING TO EXTEND MIN.6"PAST ° a '? SCALE: 1 — FIREPLACE WALL (6'X2') (SEE PLAN) •' •' •' e'' ` D �.d p•.� y"s••�•P,A• •. o 60"X60"X12"CONC.FOOTING E ° d w/(5)#5 REBAR EACH WAY e•a;:�- 12"DEEP FOOTING, REINFORCED 24"Xl2"FTG WITH#4 REBAR @8"OC EASH WAY (3)#5 REBAR Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other W Q calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in Q REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. O O Name-Title Signature Date O W 1-3/4X14 z ML RIDGE Q 12 12 O O 12 +l0 12 U 2�� N U 1-3/4X14 ML RIDGE (2)2X10 O� s DF#2 2X12 LAYOVER PLATE(TYPICAL) 2X8 DI CJ @16"OC Xl R (FLAT CEILING) 6 12 O ?kl0 R 4 R @76„OC ti 2X8 CJ @16"OC (2)1-3/4X7-1/4 MASTER BEDROOM (2)1 BEAM (FLAT CEILING) N ML HDR V O O m e— C .O U WALK-IN 41-011 00 Roo F 21-01 CLOSET 00 POCKET 5/4 DECKING OVER U +� 2X ACQ,TAPPERED 2X6 PLATE EPDM w/FLASHING OVER Lr) U (TYPICAL) 3/4"SUBFLOOR 3/4"T&G EXT.SHTG. — - 00 v o 14"TJ1560 WOOD4 FJ @16"OC 14"TJ1560 WOOD-1 F1 @16"OC 7_ ML @16"OC — - cv W PROVIDE SOLID (3)1-3%4X14 ML R30CU SDULRTION GUTTER TO CONNECT (3)1-3/4X14 ML w/(2) 3/8"STEEL BLOCKING w/(2)3/8"STEEL TO DOWNSPOUT BETWEEN JOISTS - W 0 -1 ON U O 121/411 ❑ E�maa ❑ E�NN N 3/4"SUBFLOOR 5/4 DECUN — - �• 14"TJ1560 WOOD-1 FJ @16"OC 2X12 ACQ DJ @16"OC GRADE PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENT,T RC I GHOUT, I WATER TABLE BAND BOARD 1/2"MOISTURE-RESUSTANT SHEETROCK MUST BE INST ALL I D ON le,rs RrenR W10X45 UNDERSIDE OF JOISTS(WOOD-I JOISTS OR STEEL JOISTS). I FLAK w/STIRRUPS JACKET TO BE USED IN PLACE OF STANDARD TA WO QC-!FOR 5-1/4XI1-1/4 BAND BOARDS TO BE AZEK PVC CELLULAR OR APPROVED EQUAL. mP"AU STEEL EXCEPTION TO CODE REQUIREMENT(NO SHEET c GIRDER WOLMANIZED x GIRDER BOARDS JOINING TOGETHER TO BE BEVELED AT 10°,GLUED WITH PVC GLUE AND FASTENED TOGETHER WITH 1-1/2" �-I STAINLESS STEEL FINISH NAILS AT 12"O.C. O CORNER JOINTS TO BE GLUED ANDJOINED TOGETHER WITH HSS 5X5X1/4 2X6 STUDWALL RETAINING WALL 1-1/4"STAINLESS STEEL BRADS. TUBE COLUMN STEEL (TYPICAL) BY OTHERS ��REDA R TRIM BOARD TO BE ATTACHED TO HOUSE OVER GRACE VYCOR SELF SDHEARING FLASHING WITH 2-1/2"STAINLESS STEEL TRIM NAILS. GRADE 6 AT FRA"STEM \� �EVIN `S Cy��` ALL INDENTATIONS TO BE FILLED IN AND TRIM BOARDS TO BE 6 LOCATI , PAINTED AFTER COMPLETELY ATTACHED. sb, 4"•CONC.SLAB — PATIO BY DTHERS . . . . . . . GRADE N DRAWN: MH/NIS MINIMUM Y BELOW GRADE 4 ; I I L 10"PC WALL I I j1 * SCALE: STEP FOOTING AS REQUIRED 'a - - - - - - - CONTINU S REB JOB#: J t;: DAMPPROOF N _3�-J OUAR 60"X60"X12"CONC.FTG. O I I �ai (TYPICAL) 0; _ _ _ _ , 9 9/15/2021 .o d REINFORCED w/(5)#5 REBAR e.w. .P (Y) - .1 T 2233 9 Q- I I �(0 SHEET NUMBER: — - - - - - - - ' " "� p•p• — — L — — — — — — — — J FOFNE\,N 24"X12"FTG CROSS SECTION D. (3)#5 REBAR A-9 SCALE: 1/4" = 11-0" REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ENDWALL RAFTER WALL STUD CRIPPLE STUD p ° BOTTOM PLATE o RIDGE° HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS IN 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION - LOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. <`_ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTS 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST W VENTS SELECTED AND � LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL O RIM BOARD CHIMNEY AS REQUIRED RAFTER RAFTERS rTl ' WALL SHEATHING VENTILAINION h-'-i SILL PLATES) WOOD JOIST SIDEWALL FLASHING TOP PLATE FOUNDATION BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST a AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A O AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER , THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. '4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH ION- RESISTANT METAL MESH WITHITH MESH � C ONTIN. SCREENED VENT ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR SOFFITED EAVE, ' GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS SOFFITED EAVE DETAIL 8" - 12" RAFTER RT20 21-1 8" x 20 o. TYDOWN ANCHOR CONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS / g EACH RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING "ND. FLOOR WALL ROOFING LAPS BASE , ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT C WOOD JOIST O W W TOP PLATE Q Z GIRDER/HEADER W SIDE WALL FLASHING O 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST � O AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD U FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH / RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREEETHE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO / AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2 HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD SILL GASKET - SUB FLOOR CDWOOD JOISTS `-•q - CONC. SLAB ' NEOPRENE ; m �N' 0 TYP. CONC. FOUNDATION GASKET �. ' 2x6 /2x8 CONTINUOUS WOOD PLATE rn m a " C � 6 MIL. POLY � � � DAMPPROOF EXTERIOR V x 6MIL POLY ON EXTERIOR V GRANULAR FILL ° I BOLTED TO STEEL BEAM WITH p m r 7a s )•a ' 1/2 " DIA. BOLTS © 48" o.c. STAG. v° ° V STEEL COLUMN I ' Q r" x O A a ° a _ °, ° ROOF JACK \� ,�� 1 „ „ STEEL BEAM ' � w t; u CONC. SLAB u r � y tt� ° A o �,� ANCHOR BOLT EMBEDMENT: � � 0 0 ° COMPACT FILL ° POURED CONCRETE: 7" `� 4" x 1/4" x 8" STEEL o p 60 V A 'D BLOCK WALL: 15" TOP AND BOTTOM PLATE rl 4 m m r ROOFING LAPS KEYWAY FOOTING c /� d / c ° V CONC. FTG. p Q p p' SIDES FLASHING DATOP `� WITH 1 2" x 6" ANCHOR BOLT 0n U m USE WITH 3x3 SQUARE WASHERS ° � ; 4 ANCHOR BOLT CONNECTION � 1/2" GROUT � �.M cn ac a ii o o e A A (USP LB PS58 OR B P583) .` 00 v p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I - 3" STEEL COLUMN W DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC cn WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL Q SLAB-ON-GRADE u 0 I I SUBFLOOR CONC. SLAB DOOR FRAME 6X6 10/10 WWM GARAII COMPACT FILL ' DOOR --1 -----►{ I JOIST Elm( N I USE 2X8 STEEL BEAM FOR BLOCKOUT Q, ' 4" SLAB ' P.T. PLATE ` ` W/ 6X6 WMM M I I SLOPE I ° 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT • ^ 1/2" AIRS ACE < I < ° " (WITH A NAILING PLATE IF NEEDED) U) U AT END AND !• " �,0 ° ° ° , :4 °e ° ° TO BE APROX. 1/2" OR HIGHER THAN x ' Z; ^ ES OF WOOD ° STEEL BEAM TO ALLOW FOR SHRINKAGE Q n------c�-----i BEAMS D u 4 'e e ° GRADE ° • • , , r �• �-' _ - I_ I ° U ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) � _ 6X6 W.W.M. - - - - - - �-. - - c' ° _il 4 12" 4 - a a r • . ' o ° o 'o II-11-11L-1IEll D D „° r 4 ° �D r—SUB FLOOR MIN. �. .° a ° �'a �'� �'� ° ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ° _ NOTCH EQUALS 1 4 DEPTH OF BEAM 11! • n REINFORCING BAR / ° I I=I I �- . D �s REINFORCING BAR -III ° 4 ,°'o � Ilr GIST DRAIN TILE V.° SHEET METAL / 30# FELT UNDER BEAM AT POINT IITI a �)'n a° a° ° I ImP STEEL BEAM \��ERED Ar C 12' ° °° - p• OF CONTACT WITH CONCRETE OR CONC. BLOCK _ice=iT-i�-iTi=iTi=iTi=Ti- EVIN a 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 'A �A SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM * t DRAWN: MH/MS GARAGE DOOR BLOCKOUT N � � N * SCALE: 'K� fl �i BEAM POCKET � 2z 39 O�� JOB9/15/2021 OF N E\,N SHEET NUMBER: A- 1 0 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 4"MAX. GIRDER DECKING DECKING 4"DIA.MAXIMUM EXTERIOR WALL DECK JOIST DECK JOIST =3=t 1/2"DIAMETER LAG SCREWS, Z THROUGH-BOLTS WITH WASHERS CONTINUOUS FLASHING,EXTENDED OR 5"LEDGERLOK SCREWS PAST JOIST HANGERS,CAULKED TO (2) 1/2 GALV. OR S.S. PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLTS WITH AND JOIST FLUSH ON TOP JOIST WASHERS AND NUTS GIRDER RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS INTRUSION LEDGER AND ANCHOR DECKING 1/2"DIA.EXPANSION BOLTS, b�•'•� JOIST FLUSH ON TOP EPDXY OR ADHESIVE(PER • a�• CONCRETE POST FLOOR "MIN. W/WASHERSAMANUFACTUREINSTRUCTIONS) • ". PIER DECK/PORCH RAILING JOIST 1-5/8"MIN. w/WASHERS AND NUTS J. �•� 5"MAX. DECK JOISTS �•,•Dd • "MIN. 0•Ir ; DECKINGD • '.••' JOIST HANGER DECKING DECKING DECK JOISTS t' se 2X ACQ LEDGER BOARD FOUNDATION WALLNOTE: DECK JOIST DECK JOIST• • BLOCK FOUNDATION DJOIST HANGER RAILING FOUNDATION D� • TO BE FILLED WITH a, POST WALL GROUTATANCHOR • 2X ACQ LEDGER BOARD LOCATIONS SIMPSON DTT2Z HOLD-DOWN GIRDER GIRDER RIM BOARD r� LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) _ DECKING V1 2"MIN. THROUGH-BOLTS s"MAX. 4 DECK JOIST O o THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS 2"MIN. SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT HEAD AND NUT. (2)1/2"GALV.OR S.S. 2X BLOCKING AT EACH POST SIMPSON CC SIMPSON CBS CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM W 11 1 STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST CONCRETE POST IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPANSION O AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND PIER POST-TO-DECK CONNECTION ECTION 2"MIN. 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL O ® O A ® 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS F� 5"MAX. ® ® ® 7-1/2"MIN.FOR 2X12 LAG SCREWS Q 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES L.I2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE TI TI LEDGERLOK SCREWS PIER LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1-3/4" FROM TOP AND BOTTOM EDGES. 24"X24"X12"CONC. FTG. HANDRAIL NOTES: Y BELOW GRADE All required handrails shall be of one of the following types (ALT.: BIGFOOT FOOTING) or provided equivalent graspability. Z 1).Type I.Handrails with circular cross section shall have an outside diameter of at least 1-1/4 inches and not greater m 36"MIN. than 2 inches.If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater than 6-1/4 inches with a maximum cross section of FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO[-JOIST 1/2"DIAMETER LAG SCREWS, dimension of 2-1/4 inches. 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)8d NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type 11.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both Q sides of the profile.The finger recess shall begin with a STAIR RAILING SOLID SAWN .• 1 I distance of 3/4 inch measured vertically from the tallest C FLOOR JOISTS . •. DECK 1 i I JOISTS •. DECK i i portion of the profile and achieve a depth of at least 5/16 Q! 0 • .• JOIST s 1 .• JOIST i s inch within 7/8 inch below the widest portion of the O ✓� s 1 i i profile.The required depth shall continue for at least 3/8 1-1/2"SPACE THREADED ROD MAY BE THREADED ROD MAY BE inch to a level that is not less than 1-3/4 inches below the MINIMUM F•l� (Sa SLOPED UP TO 1:12 MINIMUM 2X6X36" SLOPED UP TO 1:12 tallest portion of the profile.The minimum width of the w Q Z ATTATCHED TO JOIST handrail above the recess shall be 1-1/4 inches to a AWAY FROM THE HOUSE AWAY FROM THE HOUSE GIRDER WEB WITH(16)10d NAILSL GIRDER maximum of 2-3/4 inches.Edges shall have a minimumL HANDRAILS Zj Q JOIST HANGER JOIST HANGER AND CLINCH radius of 0.01 inches. O � x COF�II � F—I-•1 N U BALUSTERS 10d THREADED NAIL OR#10 WOOD SCREWS, LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16"oG EQUALSTAGGERED GREATEREDIN 2 ROWAN 3"S LONG, STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END:SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN CD INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL c ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS, BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE >~ O 10d NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS m ch v V OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN p w co m o � x o •• •• DECK 1 1 STAIR TREAD �� f� JOIST 1 I CZ ') v 1 1 RIM BOARD 00FIT ; THREADED ROD MAY BE Q' SLOPED UP TO 1:12 STRINGER MINIMUM 1-1/2"THICK FLOOR JOISTS AWAY FROM THE HOUSE y BLOCKING.BLOCKS MUST (SOLID OR WOOD-I) () + FILL BAY AND FIT SNUGLY LJOIST HANGER GIRDER011 JOIST 00 v y (V ) W GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) H SPLICED JOISTS OVER HEADER/GIRDER U CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST M GROUND WIND SEISMIC FROST WINTER ICE SHIELD FLOOD NAILING SCHEDULE NAIL NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS JOINT DESCRIPTION NOTES s LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED QTY. SPACING STRINGER N JOIST TO: 4-8d COMMON PER TOE @16"OC (� MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL 20 PSF 130 B SEVERE 3 FT. 11 NONE - � (2)THRU- TO HEAVY MODERATE BRIDGING EACH TOE BOLTS TO JOIST 2-8d COMMON END NAIL B44 POST BLOCKING 2-8d COMMONEACH TOE ANCHOR •a TO JOIST END NAIL WOOD JOIST "dia. s' D PIER 16"TREAD Cn 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING TO: 3-16d COMMOI, EACH TOE o• x SILL OR TOP PLATE BLOCK NAIL 1 •,.•�,Q 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. LEDGER STRIP 3-16d COMMO EACH FACE GIRDER/HEADER GRADE ; •�• CONC.SLAB ",�• TO BEAM JOIST NAIL �. (AS REQ.) •4••v• JOIST ON LEDGER PER TOE WOOD JOIST ,o • ��,.4 A 3). ALL FASTENERS, HANGERS, AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3-8d COMMON JOIST NAIL '• '.'••• v 8"dia. • v DECK PIER ' BAND JOIST PER END 3� "! V • b• PER PLAN 3-16d COMMON 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST JOIST NAIL -��� 4• � PIER C • '• BAND JOIST TO: PER FLUSH JOISTS WITH HEADER/GIRDER •••d• v"a-• 2-16d COMMO TOE NAIL Qti•• •�••••• RE(� 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. SILL OR TOP PLATE FOOT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH d•' •"•.'4 CE THE PROPER STEEL CONNECTOR. Q "ti Q• ��� \J IN c'Sj 6). FLASH ALONG HOUSE WALL, OVER LEDGER WITH MIN. 10" FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. w �� DRAWN: MH/MS N * SCALE: JOB#: "-4 —`� �� 9/15/2021 022 3 �Q SHEET NUMBER: OF N E� A- 1 I REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: IGENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4 x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES in each end of the collar tie need not exceed the tabulated number of Sd nails in the strap. BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: RAFTER TO 8�WALL: 3-8d COMMON EACH TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE TO TOP PLATE 10'WALL: 4-8d COMMONJOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structural) the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL p p Y Y UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR (LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS 30 meets current federal, state, count and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR (LIGHT FRAME) STEEL WALLS 5 FLOORS L/360 Y g EXTERIOR BALCONIES AND DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL MASONRY WALLS {8"THICK) 8o CEILINGS (PLASTER, STUCCO) L/360 FIRE ESCAPES 40 CONCRETE WALLS CEILINGS (GYPSUM) L/240 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE GUARDS AND HANDRAILS 200 (6 THICK) s5 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER,STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) w specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE 2 - 16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATEE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION F--, 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE O INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Q and STUD O.C. NAIL : W attached with Sd common nails at 6" o.c. at the panel edges and 12" o.c. in the field, a FIRE PROTECTION Sym• SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Q in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 C) 6). TYPE ll EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR length adjustment factors in table 3.16. JOIST, BAND JOIST, 2 - 16d COMMO FOOT SEE NOTE: 1,2 PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA p-+ 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2), All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO 20 PSF - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 130 6 SEVERE 3 FT. TO HEAVY MODERATE 17 NONE concrete or masonry wall; occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4- 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 g p• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: to poured minimum 4 in h thi inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) �� anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). p P g GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 O - along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 3 - 16d COMMON 8x16 cast iron foundation vent for every 150 sq. ft. of area. rs-! attached with the above requirements. TO BEAM JOIST NAIL NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8dCOMMON PER TOE M H W 7). Dam roof exterior of foundation with bituminous coating as required b current TO BEAM JOIST NAIL �+ Z pp g q Y THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Q N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END Z Q the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, � O O BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMONx Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 O H FRAMING NOTES g R F S H EATH I N G. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 Ion anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. c`Y'v U 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition'Wood Framing Construction Manual. Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. where needed. NOTE: 2 FOR PANEL FIELD N GYPSUM 7 O.C. EDGE m o 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS m Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 6). Concrete piers shall be a minimum 6" above grade. o m openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: °. openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES O X o 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. w U and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall \ 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS Sd COMMON WFCM - SBC ) g q m be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE Ln U E °J 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with N v CU Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7 O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. w 3 WALLBOARD 5d COOLERS 10" O.0 . FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2)• Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: p g• g other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. � 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g p p Y QTY. SPACING w 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufactures recommendation for maximum hole size and spacing permitted. where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Q HVAC SYSTEM NOTES 1" OR LESS 12 8d COMMON „ O.C. FIELD (5.7 SQ. FT.2ND. FLOOR) V 9). Provide blocking bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF 0 NYS Residential Code R302.11 -FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. N 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1). In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General ailed 6" on-center at the panel edge. If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. �� 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, V Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. Ul) shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. x adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ;4 over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the Fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). All electrical work to comply with 2014 NEC. \�,5��[p ARC' 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or IN a roved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 �O !-�� SC' torc q pp g h down type material over. and R315 of IRC. 2�', �' ti� C YP DRAWN: MH/MS it SCALE: N 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G N - * JOB#: ` be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL. INSTALL WITH CAP �a 9/15/2021 AND BASES.USE WITH FLASHING CAPS TO 0 COVER TOP 22339 0Q`- SHEET NUMBER: Off. NE � A- 12