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Home My WebLink About49855-Z TOWN OF SOUTHOLD a . BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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 #: 49855 Date: 10/6/2023 Permission is hereby granted to: Brooks, Carmen 1086 N Chance Way_ .. Inverness,.. FL 34453 To: Construct interior alterations to an existing single-family dwelling as applied for. At premises located at: Pvt Rd Inner Bay, Fishers Islandmmm SCTM #473889 Sec/Block/Lot# 10.-9-16 Pursuant to application dated 5/31/2023 and approved by the Building Inspector. p To expire on 4/6 Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $968.00 CO-ALTERATION TO DWELLING $50.00 Tidal: -w. .... $1,018.00 . .................. .�... . Building Inspector Sara TOWN OF SOUTHOLD–BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 Lt s://www.sotitl oldtownn 670—v N"%* o"' ,; Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: MAY 3 `I 202 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. _ Date:5/23/2023 OWNER(S)OF PROPERTY: Name:Carmen V. Brooks 77=SCTM#1000- ProjectAddress:1232 The Gloaming Phone#:917 873 7061 Email:verena.brooks@aol.com Mailing Address:PO Box 305 Fishers Island, NY 06390 CONTACT PERSON: Name:Carmen V. Brooks or Robert R. Brooks Mailing Address:PO Box 305 Fishers Islad, NY 06390 Phone#: Email:verena.brooks@aol.com 917 873 7061 @ DESIGN PROFESSIONAL INFORMATION: Name:David Noe Mailing Address:4 Stonewood Drive Old Lyme, Ct 06371 Phone#:617 549 5457 Email:dnoe@360designplus.com CONTRACTOR INFORMATION: Name:John Doucette Mailing Address-'606 Alpine Ave. Box 77 Fishers Island, NY 06390 Phone#:631 788 5508 Email:jhdcontracting@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration @Repair ❑Demolition Estimated Cost of Project: ❑Other $$375,000 Will the lot be re-graded? ❑Yes lig No Will excess fill be removed from premises? ❑Yes NNo 1 PROPERTY INFORMATION Existing use of property: Intended use of property: 5 '" � �� Zone or use district in which miser is situated?/ Are there any covenants a�restrictions with respect to this property? ❑Yes R No 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 nt to the Building Zone 'I 'n Permit pursuant t of a Building g Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuanceg P construction of buildings, s ' n or Regulations,for the g, applicable Laws Ordinances , County,New other a !;u Ordinance of the Town of Southold,Suffolk,C ty, pp additions,alterations or for 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): (f 4 gyp, / v• 170 ❑Authorized Agent kfOwner Signature of Applicant: 4fj/P, ,_""1 3J,4, Date: 61�?3/�G STATE OF NEW YORK) SS: COUNTY OF, L-W— ) 6Ae 6i V, Qcb being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this/ �3 qday of kti , 20Z-3 Notary Public .,a&zz25-�p PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 David A.Noe,AU 4 Stonewood Drive Old Lyme,Cr,o6371 In o e 39 4 d 9KI gnP hu.5--C 0M Attn: Southold Town Building Department 54375 NY-25 Southold,NY 11971 Phone:631-765-1802 8/31/23 RE: 1232 The Gloaming To whom it may concern, This letter is in regards to proposed renovations,located at 1232 The gloarning,Fishers Island New York. It is of the opinion of our office that the extent of the demolition executed at the above mentioned project will not exceed 50%of the market value of the existing structure,prior to the start of the new work.We feel the proposed repairs to the existing structure are essential to the life safety and code compliance of the building. Thank you, ED D A 0 David Noe,AIA ;-4 040399 -40 N araq ^ ° ';�,� �,jr �/ �/ /r///ri✓i�/„ „", ,;� ,r,l��//Jfji y//f0r,, ,,�;,, .r r�r� „ ,;; �.,�..w r lir/ r/ y,y///rr r ,. ✓,/ ,,� ll „ i/ �,�1 p " „�,,. ,r rrr rri/ r r r r r"„ „ ..k '.war ✓///��//(6ir41�1�1�11 � "" a �/ "h� ." ,, ,�,.,,�„r/'Ja ,,,',,. ,,%r,:� l c� %i%/i,, ;. �/il��f�//, ,,.✓..,,; eI�, ,r „rrr ,r r/,. rr�, ,,, T ,.a//i r�r/ v'�/�� ,, ”",✓ii�lrr,„Jr /� ,rl�rii/o�fl ,, „r!M.,, r ,.l �J ,.r�'"!,// n„ 1 r� �// �, r,,,,< 1,��.�ir//r��//�i//,/,�,lr, 1 r� � ✓,, �, f�,. r, ,/ :,,,. %/�� O�%�� , 1. 1 / r 1�,//i,,..,, / i,,� io r, rJr , o /, l r� ,,,,,✓/ 11, � ,�/i l,,e„r/r/// /err,r/i/ �� %,,r,,: �/, ,r r �✓i �,,,,, / , u r f' ,/ r I COMMERCIAL PROPERTY COVERAGE PART DECLARATIONS Policy No. VEP0285068 Effective Date: 01/13/2023 12:01 A.M. Standard Time X Su Iementai Declarations is Attached. WWW..-..�.._ BUSINESS DESCRIPTION* w DESCRIPTION OF PREMISES PREM.NO. BLDG NO LOCATION,CONSTRUCTION,AND OCCUPANCY 001 001 1232 The Gloaming, Fishers Island, NY 06390-7916; Frame/Brick Veneer; Dwelling Under Reno-Contractors 001 002 1232 The Gloaming, Fishers Island, NY 06390-7916; Frame/Brick Veneer; Dwelling Under Reno-Contractors ..................-_ --------- COVERAGES PROVIDED INSURANCE AT THE DESCRIBED PREMISES APPLIES ONLY FOR COVERAGES FOR WHICH A LIMIT OF INSURANCE IS SHOWN. _"PRE 0. BLDG.NO. COVERAGE LIMIT OF INSURANCE COVERED CAUSES OF LOSS COINSURANCE+ RATES 001 001 Dwelling Under Reno-Contractors $500,000 Basic(incl.VMM) No Coins INCLUDED 001 001 Renovation $500,000 Basic(incl. VMM) 100% INCLUDED 001 002 Dwelling Under Reno-Contractors $25,000 Basic(incl. VMM) No Coins INCLUDED 001 002 Renovation $25,000 Basic(incl. VMM) 100% INCLUDED All All Limited Theft $5,000 INCLUDED OPTIONAL COVERAGES APPLICABLE ONLY WHEN ENTRIES ARE mAOE IN THE SCHEUULE BELOW, +IF EXTRA EXPENSE COVERAGE.,LIMITS ON LOSS PAYMENT AGREED VALUE REPLACEMENT COST( ) PREM.NO. BLDG.NO. EXPIRATION DATE COVERAGE AMOUNT BUILDING PERSONAL PROPERTY gNCLU4D9NG"STOCK" All All 01/13/2024 A reed Amount INFLATION GUARD(Parcentago) ++MONTHLY LIMIT OF ++MAX.IMUM PERIOD ++EXTENDED PERIOD PREM.NO. BLDG.NO. BUILDING PERSONAL PROPERTY INDEMNITY(Fraction) OF INDEMNITY(X) OF INDEMNITY(Days) 4,0^r%TP'A^C "f%l nCAIn� COMMERCIAL GENERAL LIABILITY COVERAGE PART DECLARATIONS EFFECTIVE DATE: 01/13/2023 12:01 a.m., Standard Time POLICY NO.: VEP0285068 LIMITS OF INSURANCE ........ General Aggregate Limit(Other Than Products-Completed Operations) $ 1, 000, 000 Products-Completed Operations Aggregate Limit $ EXCLUDED Personal and Advertising Injury Limit $ EXCLUDED Each Occurrence Limit $ 1, 000, 000 Fire Damage Limit $ 50, 000 ANY ONE FIRE Medical Expense Limit $ S, 000 ANY ONE PERSON RETROACTIVE DATE (CG 00 02 ONLY) ................. .._ Coverage A of this insurance does not apply to "bodily injury" or"property damage" which occurs before the Retroactive Date, if any, shown here: Enter Date or"None"if no Retroactive Date applies FORM OF BUSINESS 1:X1 Individual Joint Venture Partnership Organization(other than Partnership or Joint Venture) LOCATION OF PREMISES ..-.W................._. ..... ...._............. ...... 1 Location of All Premises You Own,Rent or Occupy: Loc# 001 1232 The Gloaming, Fishers Island, NY 06390-7916 i PREMIUM I Rate Advance Premium Loc# Classification Code No. Premium Basis Pr/Co All Other Pr/Co All Other __. _. .............._ 001 Residential Renovations-Contractor 368607 2 EXCLUDED INCLUDED EXCLUDED INCLUDED Total Advance Premium INCLUDED FORMS AND ENDORSEMENTS SEE ATTACHED SCHEDULE OF POLICY FORMS AND ENDORSEMENTS SAA-100 CL-150 (9/95) SCHEDULE OF POLICY FORMS AND ENDORSEMENTS Form(s) and Endorsement(s) made a part of this policy at time of issue. Carmen Brooks VEP0285068 Form #/Edition Date Description; JPA1000701 Policy Jacket DPA1010312 COMMON POLICY DECLARATIONS CF1501185 COMMERCIAL PROPERTY COVERAGE PART DECLARATIONS CL1500995 COMMERCIAL GENERAL LIABILITY COVERAGE PART DECLARATIONS SAA1000898 SCHEDULE OF POLICY FORMS AND ENDORSEMENTS NAA1050522 PRIVACY NOTICE NAA1690522 CLAIMS REPORTING PROCEDURES IL00171198 COMMON POLICY CONDITIONS IL09350702 EXCLUSION OF CERTAIN COMPUTER-RELATED LOSSES IL09530115 EXCLUSION OF CERTIFIED ACTS OF TERRORISM IL09851220 DISCLOSURE PURSUANT TO TERRORISM RISK INSURANCE ACT IL00210908 NUCLEAR ENERGY LIABILITY EXCLUSION ENDORSEMENT(BROAD FORM) CP10540607 WINDSTORM OR HAIL EXCLUSION CP11130695 BUILDERS RISK RENOVATIONS CP10751220 CYBER INCIDENT EXCLUSION CP00101012 BUILDING AND PERSONAL PROPERTY COVERAGE FORM CP00900788 COMMERCIAL PROPERTY CONDITIONS CP10101012 CAUSES OF LOSS BASIC FORM CP00201012 BUILDERS RISK COVERAGE FORM SAA-100(8-98) CP01780808 NEW YORK-EXCLUSION OF LOSS DUE TO VIRUS OR BACTERIA F6860612 EXCLUSION -SWIMMING POOL, POND, LAKE, HOT TUB,SPA OR JACUZZI F6821011 VACANCY REQUIREMENT- RENOVATIONS CG00991185 CHANGES IN GENERAL LIABILITY FORMS FOR COMMERCIAL PACKAGE POLICIES CG21550999 TOTAL POLLUTION EXCLUSION WITH A HOSTILE FIRE EXCEPTION CG21671204 FUNGI OR BACTERIA EXCLUSION CG00010413 COMMERCIAL GENERAL LIABILITY COVERAGE FORM CG21070514 EXCLUSION-ACCESS OR DISCLOSURE OF CONFIDENTIAL OR PERSONAL INFORMATION AND DATA-RELATED LIABILITY-LIMITED BODILY INJURY EXCEPTION NOT INCLUDED CG21730115 EXCLUSION OF CERTIFIED ACTS OF TERRORISM CG21320509 COMMUNICABLE DISEASE EXCLUSION EAA1000112 IN WITNESS CLAUSE EAA2260109 NEW YORK CHANGES-LEGAL ACTION AGAINST US AND NOTICE EAA2351209 SERVICE OF SUIT- NEW YORK EPA14611109 TAINTED DRYWALL MATERIAL EXCLUSION EPA16200810 VACANT RESIDENTIAL BUILDINGS SPECIAL ADDITIONAL COVERAGES ENDORSEMENT EPA3920901 INDOOR AIR QUALITY EXCLUSION F1351020 VACANCY REQUIREMENT F1500408 MOVEMENT OF BUILDINGS OR STRUCTURES F1520508 PROPERTY COVERAGE DEDUCTIBLE F1620197 DEDUCTIBLE LIABILITY INSURANCE F1710508 PROPERTY COVERAGE AMENDMENTS F1830197 EXISTING DAMAGE EXCLUSION SAA-100(8-98) t Suffolk County Dept of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE y Name (r JOHN H DOUCETTE ' Business Name This certifies that the nearer is duly licensed JOHN H DOUCETTE CONTRACTING :)y the County of suffolk License Number:H-21793 Rosalie Drago Issued: 09/01/1993 Commissioner Expires: 09/01/2023 Generated by REScheck-Web Software Compliance Certificate Project Brooks Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: The Gloaming Bob Brooks Fishers Island,NY 06390 The Gloaming Fishers Island,NY 06390 requirements - ration projects Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Env/ Ng e A emfi Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling:Cathedral Ceiling 962 56.0 0.0 0.019 0.026 18 25 Wall:Wood Frame, 16"o.c. 1,950 24.5 0.0 0.053 0.060 85 96 Door: Glass Door(over 50%glazing) 35 0.300 0.320 11 11 SHGC: 0.35 Window:Vinyl Frame 310 0.300 0.320 93 99 SHGC:0.34 Floor:All-Wood JoistlTruss 962Ping 0 0.0 0.033 0.047 32 45 Compliance Statement: The proposed building design described hesl n with the building plans,specifications,and other calculations submitted with the permit application.The proposed bdesigned to meet the 2018 IECC requirements in REScheck Version: REScheck-Web and to comply with the mandatois listed in the REScheck Inspection Chqckl1st. A� Name-Title Sign ure Date ED IDA Ln „� 040399 Project Title: Brooks Residence Report date: 09/26/23 Data filename: Page 1 of 1 T-LONE PPLE 5,5 WEST,' GRE'A T HARBOR STONE tr ', BOULDERS --- PAP - HIGH K CAP WATER 4 / FN 2.6'± PROPANE TANKS {�, 3 4 STONE 's Bou STONE ERS / ppb. WALLm X 14.2 AND RIP RAP OVER 1 HANG 411 0.5W X54,0 �, . ' r75a e a - • ' W T _ TOP Of •�` R€SET�� 3W x X 15.0 BANK � ?s 4 W DECK `£ PROPOSED 0.6E I WOOD DECK WIRE FE X 9v.g ' EXISTING " 4l X15,0 STONE WALL O+ c f 14.2 X , HANG 2 STORY ( �.:-INN p 5 1� FRAME BUILDING jj r #1232 { STONE THE.. MING WALL FF LEV 17.0± 0.5E X11.7 6Af 2.OW -42• .. 7 'MRE P!N �= O.L. PRO` CAP _- X 90.7 X 933 WOODPPORDCH 3.T FIND ; ``= .WIRE FE.15.3 X l\O _ SANITARY 1.6W t a � MAN HOLE t 12.5± t ' -=-EXISTING d mil % N� I GARAGE. WIRE 6 92.0 X 1. STQ4E, WALL P iZ PIN 0.4N C�AP CAP t FN FND w I X 10.7 IPA 111 TAX MAP #: 1000-010.00-09.00-021.001 f " I N/F ld j p "I 1 7 JNC HOLDINGS LLC a EDGE OF 11.3 Y(\ GRAVEL DR. t \ l� Z� 2.1` \ C� 1o.9 FRAME y PLED' r GARAGE x 99.7 2` X 1.T PaPF I7 s .0 F U p t tl I B-203 17 t I t E p ! t t 1 O10.Q0�0'00-021-001�IA 0 i00 ! f I tl ! .000 -'FAXOpT 7P ( 1 FIND 1 f PARCEL 1 AREA 8618.9 SQ FT 0.19 ACRES RESIDENTIAL PROPERTY UNDER — CONSTRUCTION AT TIME OF SURVEY — — ELEVATIONS REFER TO ASSUMED DATUM SCTM 1000-010.00-09.00-016.000 SURVEY PERFORMED WITHOUT THE BENEFIT OFREPORT UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH A ORIGINAL OF THE LAND SURVEYOR'S INKED SEAL OR HIS EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SURVEY OF 1232 THE GLOAMING CERTIFIED TO PROPERTY AT NEW LONDON, FISHERS ISLAND TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. JOHN T PATTERSON JR IL I S 0% NORTH SHORE SURVEYORS LLC. & P.O.BOX 135 DWG KJM SHARON R PATTERSON AQUEBOGUE, NEW YORK 11931 CHKD LV SCALE 1"= 30° FILE NO. 23-156 DATE 08/14/2023 L U LLU 60 D "Lt5IGN t) # ,& 3ov, loom*& Alto%r hi r 1 5 r i c55 i C t t u C ; I ktm0000p (M CoA V A 4 Stonewood Drive , Old Lyme , CT OG37 I www . 360de51n IU5 . Com dnoe, @3G06l051n IU5 . 00m t 6 17) 549 - 5457 IDROF) 05ED RENOVATION50 THE GLOAMING AUG 3 1 2023 1 FRED qR eviPermitP "0 N� may. OPNE�� . , S ISL NEW You GLOAMING LOCATION MAP F. a DESIGN CRITERIA GROUND WIND DESIGNSEISMIC SUBJECT TO DAMAGE WINTER SNOW SPEED TOPOGRAPHIC WIND EXPOSURE DESIGN DESIGN Weathering Frost line Termite LOAD (ULT) effects CATEGORY CATEGORY depth TEMP p 30 psf 130 ESCARPMENT D B SEVEREJ 42" MODERATE/ 7° F HEAVY � ICE BARRIER FLOOD AIR MEAN CLIMATE WIND BORNE ' UNDERLAYMENT HAZARD FREEZING ANNUAL ZONE DEBRIS ZONE REQUIRED INDEX TEMP I;' n '"` '" iso Hatr,afr 5!l0' ' YES N/A 1,500 OR LESS 50° F 5A YES - Y f CODES THIS PROJECT WAS DESIGNED TO: 2018 INTERNATIONAL RESIDENTIAL CODE W/ 2020 NEW YORK STATE AMENDMENT n Fishers Island Oyster Farm, Cast Earp pd r,aS*E1tia Rd Fv .r�l .o. b } A qg� 360 DESIGN PLUS, LLC David A. Noe, AIA 4 Stonewood Dr. Old Lyme, CT. 360DESIGNPLUS.COM TEL. 617.549.5457 sw1 sw1 sw1 _ Sw1 (2) 2x4 POSTS 4x4 POSTS * $w1 I HDR. HDR. HDR. (2) 14"x 9 4"LVL (2) 14"x 9 4" VL (2) 471 rl HEADER, EXST. HEADER, EXST HEADER, EXISTINGI2X RAFTERSJREMOVE EXISTING a% \ CHIMNEY .- w u- p r u7 Q L \ 4"X 9 a'LVL CLG JOISTS Z w g I REMOVE EXISTING / O Lu = o NEW 2X 10 CHIMNEY —r \ BEDROOM O J = JOISTS 1 REMOVE EXISTING WALL, I N N j SHORE A5 REQUIRED L w7 T FAMILY o -� ---------- 0,- \\ o I / N z 12-1 - ROOM N x L N z \ D-/ I / o 11 n x 100 3 ' � (2) x 9}"LVL HEADERLUSH BATH I , , F 02 1 9'-5" �- Z p sw1 EXISTING 2X 10 = p \ 3 a'x a'PSL-j 7 'x 7 'POST 5TL IPLATES4L"LVL OLTED/W/)A36 BOLTS 3 "x3 PSL \ /4x4 4x4 SHEAR WALL5: a' TOP OF RIDGE 134" - - - - - - �„ — _ _ _ — — — — — — — — POST— — — POST — — SHEAR WALLS: =� SWI: PLYWOOD(DOCPS I OR P52 -------------- (2T1-j'—'x 14"LVL RIDGE 5W I:j"PLYWOOD(DOCP51 OR P52 HDR. BLOCK STUD BAYS @ 16"O.C. 8D p x n TOP OF RIDGE 130" o COMMON NAILS 14"PENETRATION. LVL RIDGE = BLOCK STUD BAYS @ 16"O.C. 8D N - p cin NAIL SPACING @ G"IN THE FIELD AND BEDROOM / I COMMON NAILS 14"PENETRATION. N I I I 3"AT THE PERIMETER 100 / I \ z NAIL SPACING @ 6"IN THE FIELD AND / I \ j 3"AT THE PERIMETER Sw1 (2) 1 4"x 9 "LVL Sw1 / I \ w HEADER, EXST. v r II \ DN - - - - JN LO Lo m Ln KITCHEN o o 2x6 WALL To / I \\ I I C\1 _ X c r 100 > = PANTRY /= UNDERSIDE OF RAFTERS / I z .'�'_ tl ( — — _ Q it t A'T — — rr 0 LEGEND: / I \ — _ LEGEND: sw1 (3)2 x 10 BEAMa / DROPPED UNDERFRAMING BEDROOM N W c�-7 ( � NEW STUD WALL 0z — — — — — _ NEW STUD WALL 100 / 2x6 CLGI JOISTS N ID EXISTING WALL TO REMAIN o Q Q 0 EXISTING WALL TO REMAIN Z — — / SITTING xL - - - - - - - - - - — — o LIVING RM — — 3 10 — — NOTE: —I CE w J 0 L— _ _ NOTE: / BATH — — DIMENSIONS TAKEN FROM FACE OF U) (� w 100 _ — DIMENSIONS TAKEN FROM FACE OF "° I 10o INTERIOR WALLS AND FROM FACE OF V z p INTERIOR WALLS AND FROM FACE OF `�`� / 0 — — STUD @EXTERIOR WALLS UNLESS W C) BATH cn PWDR. _ ° ENTRY — — STUD @EXTERIOR WALLS UNLESS XTo EMAIN NOTED OTHERWISE W = Q 10LL 0 10o z 100 UP NOTED OTHERWISE z / I— ro SD / I FRAME DOOR JAMBS 4" xw FRAME DOOR JAMBS 4" / I FROM ADJACENT WALLS N FROM ADJACENT WALLS / I UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE HDR. HDR. HDR. swl HDR. (2) 2X6 HDR. swl HDR. swl HDR. swi HDR. HDR. HDR. HDR. swl EXISTING ISSUED FOR: BULK HEAD FOR PERMIT REVISION DATE: ALTERATIONS TO DRAWING: 4/5/23 EXISTING CONDITIONS 5/9/23 PERMIT DRAWINGS 8/7/23 REVISED FOR PERMIT 8/31/23 REVISED FOR PERMIT PHASE; CONSTRUCTION DRAWINGS EXISTING FIRST FLOOR PLAN / STRUCTURAL LAYOUT 2 EXISTING SECOND FLOOR PLAN / STRUCTURAL LAYOUT Scale1/4" = I -0Scale I/4�� — 1�-0�� DRAWING NAME: EXISTING 1ST & SECOND FLR . PLAN JOB #: BOB BROOKS RESIDENCE FILE NAME: D BY; D.A.N. DATE: 4/5/23 HECI - .N. SCALE: 1/4"=1'-0" T 'S'j SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS �� 'J All AND DESIGNS INCORPORATED HEREIN,IS FURNISHED AS AN INSTRUMENT OF CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE EX DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC - 1 . 1 AND REPORT ANY DISCREPANCIES AND ISNOT TO BE USED 1N N� "' TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS 0 399 y0 PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT O F N E`N WOOD HEADER SCHEDULE rj ROUGH OPENING HEADER JACK STUDS KING STUDS WOOD NAILING SCHEDULE 1 WIDTH SIZE EACH SIDE EACH SIDE A3.1 UP TO T-7" (2)-2x8 2 1 f NUMBER OF NUMBER OF 3'-8"TO 4'-6" (2)-2x10 2 2 p. JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING C ROOF FRAMING 4'-7"TO 5'-6" (3)-2x10 2 2 360 DESIGN PLUS, LLC RAFTER TO TOP PLATE 3-16d 3-16d PER RAFTER � -7 -5" (2)-2x12 2 2 (TOE-:NAILED) David A. Noe, AIA UNLESS NOTED 4 Stonewood Dr. Old Lyme, CT. - CEILI]VG JOIST TOT P 3-8d 3-8d PER JOIST 360DESIGNPLUS.COM PLATE(TOE-NAILED TEL. 617.549.5457 CEILING JOIST TO 4-10d 4-10d EACH LAP PARALLEL RAFTER(TOE-NAILED CEILING JOIST LAPS OVER 4-10d 4-10d EACH LAP I NOTES: PARTITIONS(TOE-NAILED) 1. ALL CONNECTORS, BOLTS AND NAILS IN CONTACT WITH APPROVED 4'-7 1/4" 2'-10 1/2" 2'-10 1/2't 5'-5" 5'-5" 2'-10 1/2" 6'-0 1/4" 11 11 PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED G185 HDG — ASTM 653). COLL.ARTIETORAFTER 4-10d 4-10d PER TIE 2. ALL HANGERS TO BE FULL DEPTH, WIDTH AND FULLY NAILED UNO . (FACE-NAILED) ELSF 6065 3. CONTRACTOR TO COORDINATE ALL SKEW/SLOPE REQUIREMENTS. 2 46 TW2 46 TW2 46 TW2 46 TW2 46 BLOCKING TO RAFTER --I_— s 4. SIMPSON HANGER OR APPROVED EQUIVALENT. (TOE-NAILED) 2-8d 2-10d EACH END I ARVIN ELEVATE SLIDER r 5. CONNECTORS SHALL BE INSTALLED CONCURRENT WITH FRAMING. _ N 6. ALL TJI JOISTS AND RAFTERS TO BE FULLY BLOCKED IN HANGERS. RIM BOARD TO RAFTER 2-16d 3-16d EACH END (END-NAILED) za WALL FRAMING o FAMILY Roots N ' ca TOP PLATE TO TOP PLATE co 2-16d 2-16d PER FOOT 0 100 N z (FACE-NAILED) o u I T a 0 CP TOP PLATES AT INTERSECTIONS JOINTS- U- r (FACE-NAILED) 4-16d 5-16d EACH SIDE T STUD TO STUD (FACE NAILED) 2-16d 2-16d 24" 121-111 9'-$ 1/2" +/- 6'-3 1/ " 1'-5" HEADER TO HEADER 16"ox. co (FACE-NAILED) 16d 16d ALONG EDGES � N T TOP OR BOTTOM PLATE TO n STUD(END-NAILED) 2-16d 2-16d PER STUD N BOTTOM PLATE TO FLOOR JOIST, 1,2 1,2 Q I — — Cv z BANDJOIST,ENDJOIST,OR 2-16d ' 2-16d PER FOOT 2 N T BLOCKING(FACE-NAILED) ( MD N w p KITCHEN I 1 O FLOOR FRAMING C13 F — —I 100 z DW -T 31-811 JOIST TO SILL,TOP PLATE OR U) GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST w 4'-0"ASED OPENING — 5 1/2" w BRIDGING TO JOIST o PANTRY N ( No 2-8d 2-10d EACHEND 9i-$ 15i(TOE-NAILED) ® � 100 _ ,w r BLOCKING TO JOIST - N ro so 2-8d 2-lOd EACH END °' 0 — — — �� = ^ 0 Q (TOE-NAILED) T o? I 36"RANGE \� v ♦) BLOCKING TO SILL OR TOP _ LEGEND: 0 z PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK L_ ono FRIG' — — — — — NEW STUD WALL LEDGER STRIP TO BEAM - ---- - — — 0 z FACE-NAILED 3-ldd 4-16d EACH JOIST 0 c, — — EXISTING WALL TO REMAIN z ( ) 4'-8"CASED PENING � JOIST ON LEDGER TO BEAM - r LIVING RM — — W C (TOE-NAILED) 3-8d 3-10d PER JOIST 100 0 0 ENTRY � — — NOTE: G BAND JOIST TO JOIST O PWDR. = 100 DIMENSIONS TAKEN FROM FACE OF O Q OD 3-16d 4-16d PER JOIST cfl in N INTERIOR WALLS AND FROM FACE OF (END-NAILED) BATH 100 6� o STUD @EXTERIOR WALLS UNLESS Or� BAND JOIST TO SILL OR TOP 1 I 100 5 1/2"- BANE) 1/2" 'L`O �— — — NOTED OTHERWISE r n V W PLATE(TOE-NAILED) 2-16d 3-16d PER FOOT �- 9'-$11 3 1/2" 6'-8" 3'-1" 9'-0 1/2" UP V + w �o�� — — — FRAME DOOR JAMBV S 4" _ H �' FROM ADJACENT WALLS ROOF SHEATHING T (� UNLESS NOTED OTHERWISE STRUCTURAL PANELS 8d 10d r TW2 46 TW 446 AN 51 AN251 DIAGONAL BOARD SHEATHING 4-8 1/2 2-10 61-01/211 TE PER 5'-4" 6'-4" 4'-10" WOOD POST LEGEND 1"x6"OR 1"x8" 2-8d 2-10d PER p A POST ABOVE 1"x10"OR WIDER 3-8d 3-10d SUPPORT 30-1 EXISTING TO REMAIN p B POST BELOW CEILING SHEATHING p AB POST ABOVE & BELOW FRAMING CONNECTION SCHEDULE ISSUED FOR: 7"EDGE/ GYPSUM WALLBOARD Sd COOLERS Sd COOLERS 10"FIELD CONNECTION SIMPSON HANGERSERIES WALL SHEATHING RAFTER AT RIDGE / HIP CS STRAP FOR PERMIT RAFTER BASE TO WALL STUD H2.5 SERIES CLIP STRUCTURAL PANELS 8d 10d RAFTER BASE TO RIM BOARD H8 SERIES CLIP REVISION DATE: ALTERATIONS TO DRAWING: FIBERBOARD PANELS UPPER TO LOWER WALL STUD 7/16" 6d _ 3"EDGE/ CS STRAP C� 48 oc 7/16" 6d _ 6"FIELD CS STRAP @ 48"oc 4/5/23 EXISTING CONDITIONS LOWER WALL STUD TO RIM JOIST RIM JOIST TO SILL PLATE LTP4 @ 48"oc 5/9/23 PERMIT DRAWINGS GYPSUM WALLBOARD Sd COOLERS Sd COOLERS 7"EDGE/ LOWER WALL STUD TO SILL PLATE TSP @ 48"oc 8/7/23 REVISED FOR PERMIT 10"FIELD 2x RAFTER TO ROOF BEAM LS SERIES 8/31/23 REVISED FOR PERMIT HARDBOARD 8d sd (SEE*ABLE PROPOSED FIRST FLOOR PLAN ARCHITECTURAL DRAWING 2x RAFTER TO ROOF HIP LS SERIES 3.11) PER MANUFAC- Scale 1/4" — V-0° 2x RAFTER TO ROOF VALLEY LS SERIES PARTICLEBOARD PANELS 8d 8d TURER 2x ROOF BEAM HU SERIES DIAGONAL BOARD SHEATHING 2x JOIST (FLUSH) U SERIES 1"x6"OR 1"x8" 2-8d 2-10d PER 1"x10"OR WIDER 3-8d 3-10d SUPPORT 2x FLOOR BEAM (FLUSH) HUS SERIES TJI JOIST (FLUSH) IUT SERIES PHASE: FLOOR SHEATHING LVL ROOF BEAM WP SERIES CONSTRUCTION STRUCTURAL PANELS 6 EDGE/ PLAN NOTES: LVL VALLEY/RIDGE MSC SERIES DRAWINGS 11. ALL METAL FRAMING CONNECTIONS SHALL BE 1"OR LESS 8d 10d 12"FIELD 1. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONED OVERALL LVL FLOOR BEAM HGUS SERIES LAYOUT,AND DIMENSIONED LOCATIONS OF PARTITIONS. �• ALL FRAMING LUMBER SHALL BE DRY (19� FULLY NAILED AS PER MANUFACTURER'S MAXIMUM MOISTURE CONTENT DOUGLAS FIR EXTERIOR POST BASE ABU BASE w BOLT GREATER THAN 1" lOd 16d 6"EDGE/ DO NOT SCALE DRAWINGS. ) RECOMMENDATIONS. DRAWING NAME: 6"FIELD No.2 GRADE WITH A BASE VALUE FB OF 850 PSI. EXTERIOR POST CAP CC SERIES FIRST FLOOR 2. MINIMUM 3'-6" FROST DEPTH TO BE MAINTAINED 12. CONTRACTOR TO SUBMIT FOR REVIEW EXACT SHEAR WALL POST BASE HD HDU5 w/ BOLT DIAGONAL BOARD SHEATHING FOR ALL FOOTINGS. FOOTINGS SHALL BEAR ON NATURAL 8. A.P.A. RATED SHEATHING SYSTEM CONNECTION MANUFACTURER'S DATA SHEETS O 1"x6"OR 1"xI 2-8d 2-10d PER NON—DISTURBED, COMPACT NON—ORGANIC SOILS. 3/4" T&G PLYWOOD DECKING GLUED WITH PL400 FOR EACH TYPE OF CONNECTION SPECIFIED. ISOLATED PSL POST CC SERIES PLAN 1"x10"OR WIDER 3-8d 3-lOd SUPPORT ADHESIVE AND SCREWED AT 12"o.c. INTERMEDIATE 3. CONTRACTOR TO COORDINATE EMBEDMENT SUPPORTS, COC ABOUT P T 12"TER. ISOLATED 2x POST BC CAP / BASE NOTES: OF ANCHOR BOLTS, ETC. INTO CONCRETE. 13. ALL NAILED CONNECTIONS SHALL BE SECURED LALLY COLUMN LCC CAP 4. 4" CONCRETE SLAB ON GRADE (WHERE APPLICABLE) 9. ALL OPENINGS SHALL BE FRANiED WITH DOUBLE IN ACCORDANCE WITH THE JOB#: BOB BROOKS RESIDENCE 1. NAILING REQUIREMENTS ARE BASED WALL SHEATHING NAILED 6" REINF SLAB W 6x6—W2.Ox2.0 WWF. PLACE MEMBERS UNLESS SHOWN OTHERWISE. BASIC BUILDING CODE NAILING SCHEDULE. ox.AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3"ox.AT THE / FILE NAME: PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING SLAB ON 6MIL VAPOR BARRIER & 6" MIN REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR COMPACTED COARSE GRANULAR FILL. 10. ALL LAMINATED VENEER LUMBER AND COMPOSITE 14. CONTRACTOR SHALL VERIFY THE DIMENSION AND CONDITION OF ALL EXISITNG STRUCTURE IN THE FIELD. CONTRACTOR LUMBER SHALL BE MICROLAMS DR A N BY: D.A.N. DATE: 4/5/23 ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES,SHALL BE USED 5. ALL POSTS AND JAMBS TO BE FULLY SPIKED. PROVIDE , IS SOLEY RESPONSIBLE FOR ALL TEMPORARY SHORING, A.N. SCALE: 1/4"=1'-0" TO MAINTAIN THE LOAD PATH DOUBLE JACK STUDS AND DOUBLE FULL HEIGHT STUD UNDER ALL PARALLAMS, OR TRUSS JOIST BRACING AND JOB SITE SAFETY RELATED TO ALL CONSTRUCTION 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED BEAMS SPANNING 6'-0" AND GREATER AND UNDER ALL LVL AS PRODUCED BY TRUSS JOIST MEANS AND METHODS. p �� SHEET: �1v BEAMS UNLESS NOTED OTHERWISE. MACMILLAN, OR AN APPROVED EQUIVALENT. THIS DOCUMENT, C> MEMBERS,T E L HALL BE PERMITTED INCLUSIVE OF THE IDEAS gip:;•, ,� TO BE REDUCED TO 1-16d NAIL PER FOOT. ALL LVL LUMBER SHALL BE BOLTED FULL LENGTH. 15. PROVIDE DOUBLE JOISTS UNDER ALL NON—BEARING PARTITIONS AND DESIGNS INCORPORATED HEREIN,IS 6. PROVIDE 2x SOLID BLOCKING UNDER ALL POSTS BOLT PER MANUFACTURER'S SPECIFICATIONS. PARALLEL WITH JOISTS BELOW. FURNISHED AS AN INSTRUMENT OFir AND JAMBS OF WINDOW AND DOOR OPENINGS CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE OPENINGS EXCEEDING 6'-0" IN WIDTH DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC \ A1 . 1 AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN �� 4039g � TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS OF NE PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT DESIGN CRITERIA: DESIGN LIVE LOADS ROOF (SNOW) 30 P.S.F. + DRIFT AS APPLICABLE FIRST FLOOR 40 P.S.F. SECOND FLOOR 40 P.S.F. (30 P.S.F. BEDROOMS) ASSUMED ALLOWABLE SOIL BEARING PRESSURE 1500 PSF A3,1A3.1 360 DESIGN PLUS, LLC 30'-1"EXISTING TO REMAIN David A. Noe, AIA 4 Stonewood Dr. Old Lyme, CT. GENERAL GRESS EGRESS 360DESIGNPLUS.COM 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE tW3046 TW3046 ELSFD6065 TEL. 617.549.5457 STATE OF NEW YORK BUILDING CODE. T'O.W.8 1. 1 1 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL \- S O d 10: 12 10: 7 NEW _UD WALL T DRAWINGS. VATCI WALL@ FRONT �L/5!STEP,RAfTER,5 W1 SISTER,RAfTEP5 12 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF 7 ofEl�TiN , d-HoG_sE TO MATCH DfPTH LVU5 TO MATCH DEPTH k5 CLOS. ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. BED900\4 U-U- 4 !=Li-LL OPENINGS NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. w4. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED UNTIL FRAMED SLABS AND FrO71 > w>z SLABS ON GRADE BRACING THESE WALLS LATERALLY AGAINST EARTH PRESSURE, b WIND AND OTHER LATERAL FORCES ARE IN PLACE. 5. EXPLANATION OF SECTION DIAGRAM USED: Lu SECTION MARK STRUCTURAL SHEET WHERE I BEDROOM U- 0 SECTION DRAWN 0 10- OVER FRAMED 0 a-- ROOF 0 ST 3 x 3 PSL POST BATH 3,'x3 PSL PO O DOWN TO FC UNDATION DOWN TO FOUNDATION FOUNDATIO�IS C14 BLOCK ATF DOR LEVEL BLOCK AT FLOOR LEVEL 1. ALL FOOTINGS SHALL BEAR ON UNDISTUREBED NATURAL MATERIAL HAVING b TOP Of P DGE 134" e TOP Of RIDGE 130"' TOP Of RIDGE 134" AN ALLOWABLE BEARING VALUE OF 1500 LBS PER SQUARE FOOT TOTAL r- - - - - - - - - - - - - - CJ ED TOP Of RIDGE 130" 1 7- --::-_f b V) LOAD PRESSURE OR ON 8" MINIMUM OF 1/2" DIAMETER COMPACTED CRUSHED STONE NEW('2�1 x 14"LVL ADGE BEAM Cj C) OVER SOLID LEDGE BROUGHT TO WITHIN 15 DEGREES OF HORIZONTAL. (ALIGN /HEIGHT OF EXISTING RIDGE) of LL_ G1 130" Z= 2. ELEVATIONS OF BOTTOM OF FOOTING SHALL BE LOWERED IF NECESSARY TO THE REQUIRED BEARING COS. MATERIAL AS FOUND UPON EXCAVATION. IF THE REQUIRED BEARING MATERIAL IS NOT ENCOUNTERED AT ELEVATIONS SHOWN, NOTIFY ENGINEER IMMEDIATELY. OW T �2 ofj B, AIRING W.�\LL ALIGNED W/ NALL BELOW C14 I OVER FRAMED REINFORCE() CONCRETE DN O g I I ROOF 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES WALL FRAMED TO UNDERS DE OF RAFTERS SISTER WTER5W SISTERPAfTN,5 W1 \4/ �H LVU5 TO MATCH RfPTH I VAT�, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301-95) LVL'5 TO MATCH DEP 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE NORMAL WEIGHT AIR ENTRAINED WITH A 28 DAY COMPRESSIVE STRENGTH "x BEDROOM OF 3500 P.S.I. 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS ASTM A 615- Z 100 @ 0 SITIING GRADE 60. uj LEGEND: <, 4. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE b �_ INDICATED SHALL BE: XE-1c 07 n U � NEW STUD WALL BATH CONCRETE POUREDAGAINST EARTH Y 0 CONCRETE POURED IN FORMS BUT EXPOSED TO 1-1/2" Lu �_ / i 100 - - 0 EXISTING WALL TO REMAIN EARTH OR WEATHER. 5. PROVIDE 2 - #4 (1 EACH FACE) WITH 2'-0" PROJECTION AROUND ALL OPENINGS IN CONCRETE. 771 0 NOTE: DIMENSIONS TAKEN FROM FACE Of I I 0 U- < z 6. WALLS SHALL HAVE NO JOINTS IN A HORIZONTAL PLANE. 7. WIRE MESH REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END INTERIOR WALLS AND FROM FACE OF 7. 0 STUD @ EXTERIOR WALLS UNLESS 0 LAPS, AND SHALL BE WIRED TOGETHER. PROVIDE ADEQUATE SUPPORTS FOR MESH ui C) NOTED OTHERWISE rr TO INSURE ITS LOCATION AS SHOWN ON DRAWINGS. FRAME DOOR JAMBS 4" 4 WOOD 10: 12 10: 12 0 / ib FROM ADJACENT WALLS 1. ALL FRAMING LUMBER SHALL BE DRY (19% MAXIMUM MOISTURE CONTENT) C2 UNLESS NOTED OTHEKW15F <:E cn DOUG-FIR No. 2 WITH THE FOLLOWING ALLOWABLE UNIT BASE t 1111 STRESSES: C) 0 BENDING, SINGLE USE 850 PSI TW2446 T.O.W.87" TW2446 CN12 TW2031 0 TW2031 0 CN12 0 Cf) rr TENSION PARALLEL TO GRAIN 575 PSI LJj COMPRESSION PARALLEL TO GRAIN 1300 PSI L Cn HORIZONTAL SHEAR 95 PSI m Ljj C/) COMPRESSION PERPENDICULAR TO GRAIN 625 PSI W =W � LL 2. PROVIDE- FULL DEPTH 2x CROSS-BRIDGING FOR ALL WOOD JOISTS AT 8'-0"oc. MAXIMUM 3PACING AND 2x SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND PARTITIONS. 3. WHERE FRAMING CLIPS OR JOISTS HANGERS ARE USED, NAILING SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 4. PLYWOOD NAILED TO FRAMING SHALL BE SPACED 4"oc AT EDGES, 8"oc AT INTERMEDIATE SUPPORTS UNLESS SHOWN OTHERWISE. 5. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. 6. ALL LAK41NATED VENEER LUMBER AND COMPOSITE LUMBER SHALL BE TRUSS JOIST ISSUED FOR: MICROLAM OR PARALLAM MEMBERS AS PRODUCED BY THE TRUSS JOIST MACMILLAN WITH THE FOLLOWING DESIGN PROPERTIES: BENDING 2600 PSI FOR PERMIT HORIZONTAL SHEAR 285 PSI PROPOSED SECOND FLOOR PLAN ARCHITECTURAL DRAWING PROPOSED ROOF PLAN MODULES OF ELASTICITY 1,900,000 PSI YScale 1/4" V-10" Scale 1/4" 1 1-10" 7. CONTRACTOR TO SUBMIT EXACT CONNECTION MANUFACTURER'S DATA SHEETS. REVISION DATE: ALTERATIONS TO DRAWING: 4/5/23 EXISTING CONDITIONS 5/9/23 PERMIT DRAWINGS FRAMING CONNECTION SCHEDULE 8/7/23 REVISED FOR PERMIT CONNECTION SIMPSON HANGER WOOD HEADER S C H E D U L E 8/31/23 REVISED FOR PERMIT SERIES RAFTER AT RIDGE / HIP CS STRAP ROUGH OPENING HEADER JACK STUDS KING STUDS RAFTER BASE TO WALL STUD H2.5 SERIES CLIP WIDTH SIZE EACH SIDE EACH SIDE RAFTER BASE TO RIM BOARD H8 SERIES CLIP UP TO T-T' (2)-2x8 2 1 UPPER TO LOWER WALL STUD CS STRAP @ 48"oc 31-81?TO 41-611 (2)-2x10 2 2 1 LOWER WALL STUD TO RIM JOIST CS STRAP @ 48"oc PHASE: RIM JOIST TO SILL PLATE LTP4 @ 48"oc 41-711 TO 51-611 (3)-2x10 2 2 LOWER WALL STUD TO SILL PLATE TSP @ 48"oc 5'-71p 70 61-511 (2)-2x12 2 2 CONSTRUCTION 2x RAFTER TO ROOF BEAM LS SERIES UNLESS NOTED DRAWINGS 2x RAFTER TO ROOF HIP LS SERIES 2x RAFTER TO ROOF VALLEY LS SERIES DRAWING NAME: 2x ROOF BEAM HU SERIES 2x JOIST (FLUSH) U SERIES NOTES: SECOND FLOOR 2x FLOOR BEAM (FLUSH) HUS SERIES 1.1 ALL CONNECTORS, BOLTS AND NAILS IN CONTACT WITH APPROVED ROOF PLAN TJI JOIST (FLUSH) IUT SERIES PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED (G185 HDG ASTM 653). LVL ROOF BEAM WP SERIES 2. ALL HANGERS TO BE FULL DEPTH, WIDTH AND FULLY NAILED (UNO). 3. CONTRACTOR TO COORDINATE ALL SKEW/SLOPE REQUIREMENTS. JOB #: BOB BROOKS RESIDENCE LVL VALLEY RIDGE MSC SERIES 4. SIMPSO� HANGER OR APPROVED EQUIVALENT. FILE NAME: LVL FLOOR BEAM HGUS SERIES 5. CONNECTORS SHALL BE INSTALLED CONCURRENT WITH FRAMING. EXTERIOR POST BASE ABU BASE w/BOLT 6. ALL TJI JOISTS AND RAFTERS TO BE FULLY BLOCKED IN HANGERS. DRAWN BY: D.A.N. DATE: 4/5/23 EXTERIOR POST CAP CC SERIESC CKED BY: D.A.N, SCALE: 1/4"=11-011 SHEAR WALL POST BASE (:HD HDU5 w/ BOLT ST RSHEET: ISOLATED PSL POST CC SERIES WOOD POST LEGEND THIS DOCUMENT,INCLUSIVE OF THE IDEAS &0 AND DESIGNS INCORATED HEREIN, ISOLATED 2x POST BC CAP BASE 0 A POST ABOVE FURNISHED AS AN INSTRPOIS RUMENT OF ? LALLY COLUMN LCC CAP ❑ B POST BELOW CONTRACTOR TO VERIFY A I L PROFESSIONAL SERVICE AND REMAINS THE ❑ A B POST ABOVE & BELOW DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC A 1 . 2 AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT 040 .k f; 360 DESIGN PLUS, LLC David A. Noe, AIA 4 Stonewood Dr. Old Lyme, CT. 364DESIGNPLUS.COM TEL. 617.549.5457 ass issl EGRESS ' 1 — — EXG. SUBFLOOR — — — — _ — — _ _ EXG. SUBFLOOR REF. EL. =8'-5" REF. EL. =8'-5" L3 EGRESS L !i - — - EXG. SUBFLOOR OL REF. EL = 0'-0" — — — '- — — EXG. SUBFLOOR REF. EL. = 0'-0" BI CO PROPOSED SOUTH ELEVATION2 PROPOSED WEST ELEVATION Scale 1/4 – V-011 Scale 1/4" = 1'-0" W o oz �- (5 z 0z W � U) 0 O Q � orr � U) 0 W W 1 W � LL a ISSUED FOR: EGRESS EGRESS FOR PERMIT EXG. SUBFLOOR EXG.SUBFLOOR _ _ REVISION DATE: ALTERATIONS TO DRAWING: REF. EL. =8'-5" REF. EL. =8'-5" 4/5/23 EXISTING CONDITIONS 8/7/23 REVISED FOR PERMIT 8/31/23 REVISED FOR PERMIT I Lj j EXG. SUBFLOORE);G. SUBFLOOR REF. EL. = G-0" REF. EL. = U-0" PHASE: CONSTRUCTION DRAWINGS DRAWING NAME: ELEVATIONS PROPOSED NORTH ELEVATION ys ROPOSED EAST ELEVATION JOB #: BOB BROOKS RESIDENCE @—Scale 1/4" = V-0" G cale 1/4" = V-0" FILE NAME: DR BY: D.A.N. DATE: 4/5/23 CH CK DD.A.N. SCALE: 1/4"=1'-0" SJ 1D C,S� SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS ��sv AND DESIGNS INCORPORATED HEREIN,IS FURNISHED AS AN INSTRUMENT OF CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE NDIMENSIONSn L ■IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC AND REPORT ANY DISCREPANCIES AND IS NOT TO BE USED IN 1A u TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS 0 399 01- PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT pF N E`N s ar, SLOPED HANGERS @ EACH RAFTER TYPICAL ROOF CONSTRUCTION NEW(2)1 j'"x 14"LVL RIDGE BEAM NEW SHINGLE ROOF/ (ALIGN W/HEIGHT OF EXISTING RIDGE) RUBBER ROOFING @ SLOPES ROOF BEYOND ROOF BEYOND BELOW 3:12 PITCH y ICE AND WATER " r~ 5/8"CDX PLYWOOD SHEATHING 12 2 MATCH EXISTING NEW 2x RAFTERS SISTERTO EAVE DETAIL EXISTING CLOSED CELL INSULATION- N .y',.� (R-60) 0)MIN IN SLOPED AREAS l� NEW 2x10 JOISTS 8'-0" 16"O.C. FRAME WALL TO r� v EXG.PLATE ( ) a @ @ UNDERSIDE OF RAFTERS 2X10 CEILING JOISTS REF.EL.=15'-8" 1/2"GWB-PAINTED \ BEARING WALL TO IX \ BELOW WITH WALL `\ 360 DESIGN PLUS, LLC w David A. Noe, AIA m BEDROOM BEDROOM N= co 4 Stonewood Dr. Old Lyme, CT. 100 o TYPICAL FLOOR CONSTRUCTION 360DESIGNPLUS.COM -FIN.FLOOR SELECTED BY TEL. 617.549.5457 3/4" SUB-FLOOR EXISTING 2xFLOOR FRAMING EXG.SUBFLOOR - REF.EL. i � FAMILY I I o n ROOMLIVING RM N= 00 100 100 CP o WALL CONSTRUCTION- -WOOD SIDING AIR INFILTRATION BARRIER X x x EXG.SUBFLOOR �'CDX PLYWOOD SHEATH NG („ 1' x '�k'lxr Y '' ' 'vrl� 1� �f� r��l� Y Y �'�X Y X Y X �'� 1�' �Yr`r �l' �lv�rX��` r� r��lYs y / REF.EL.=O'-0" EXISTING 2x4 WOOD STUES @ 16"O.C. -FOAM INSULATION,FILL WALLL CAVITY 1/2"GYPSUM WALLBOARD EXG.FOUNDATION % TYPICAL FLOOR CONSTRUCTION WALL BASEMENT FIN.FLOOR SELECTED BY 3/4"PLYWOOD SUB-FLOOR j EXG.FOUNDATION EXISTING 2xFL00R FRAMIIJG WALL INSULATION(R-30 MIN.) PROPOSED BUILDING SECTION Scale 1/4 — V-0" W � Cf) 0 z CE Z oz ® z � W 7 � O 0 QC0 w (jD (5 w = W � LL OC HOUSE IS ROTATED ON SITE EXISTING / RIDGE PIVOTS AWAY FROM SIDE YARD AND IS WITHIN PYRAMID,AT MID POINT ISSUED FOR: OF RIDGE THE HOUSE IS 14'-6"FROM THE SIDE YARD AND CONFORMS TO FOR PERMIT THE PYRAMID LAW. REVISION DATE: ALTERATIONS TO DRAWING: \ 4/5/23 EXISTING CONDITIONS / 5/9/23 PERMIT DRAWINGS 8/7/23 REVISED FOR PERMIT EGRESS EGRESS 8/31/23 REVISED FOR PERMIT _EXG. SUBFLOOR a EF. EL. =8'-5" I _ i CONSTRUCTION DRAWINGS I I o DRAWING NAME: EXG. SUBFLOOR SECTION REF. EL. = 0'-0" 16-11 1/2" 8'-2 3/8" -L JOB#: BOB BROOKS RESIDENCE FILE NAME: DRAWN BY: D.A.N. I DATE: 4/5/23 C E KED D.A.N. SCALE: 1/4"=1`-0" S E qR SHEET: THIS DOCUMENT,INCLUSIVE OF THE IDEAS G Q'Vr D A C,y�� AND DESIGNS INCORPORATED HEREIN,IS O v O FURNISHED AS AN INSTRUMENT OF C CONTRACTOR TO VERIFY ALL PROFESSIONAL SERVICE AND REMAINS THE 2 SKY PLANE DIAGRAM: EAST TO WEST SECTION DIMENSIONS IN THE FIELD SOLE PROPERTY OF 360 DESIGN PLUS,LLC Scale 1/4' = 1 -0° AND REPORT ANY DISCREPANCIES ANDIS NOT TO BE USED IN U' A3 . 1 ,A I TO THE DESIGNER BEFORE OTHER PROJECTS WITHOUT THE EXPRESS y� 01 '`= PROCEEDING WITH WORK. WRITTEN AUTHORIZATION OF THE ARCHITECT X39 p �O r �fM E_ 1 2 t" c 360 DESIGN PLUS, LLC David A. Noe, AIA 4 Stonewood Dr. Old Lyme, CT. 360DESIGNPLUS.COM TEL. 617.549.5457 W I N D 0 W S C H E D U L E (REFER TO FLOOR PLANS FOR WINDOW MARKS) WINDBORNE DEBRIS REGION. AREAS WITHIN HURRICANE-PRONE R301.2.1.2 PROTECTION OF OPENINGS REGIONS LOCATED IN ACCORDANCE WITH ONE OF THE FOLLOWING: MARK MODEL NO. TYPE LITE PATTERN UNIT SIZE - W x H DETAILS COMMENTS EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS A TW304G DOUBLE HUNG 1/1 3'-1 5/8" x 4'-8 7/8" EGRESS WITHIN 1 MILE (1.61 KM) OF THE COASTAL MEAN HIGH WATER LINE REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED B TW244G DOUBLE HUNG 1/1 2'-5 5/8" x 4'-8 7/8" WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, IS 130 MPH (58 M/S) OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE C AN25 1 AWNING 1 LITE 2'-4 3/8" x V-8 1/2" TEMPER SEE PLAN OR GREATER. REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND ASTM E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED D TW203 I 0 DOUBLE HUNG 1/1 2'-1 5/8" x 4'-0 7/8" IN AREAS WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, IS 140 MPH OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE E TW 1831 o DOUBLE HUNG 1/1 1'-9 5/8" x 4'-0 7/8" (63.6 M/S) OR GREATER; OR HAWAII. REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR F TW20210 DOUBLE HUNG 1/1 2'-1 5/8" x 3'-0 7/8" TEMPER SEE PLAN ANSI/DASMA 115, EXCEPTION: WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT NOTE: LESS THAN 7/16 INCH (11 MM) AND A SPAN OF NOT MORE THAN 8 FEET (2438 MM) SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS CONTRACTOR TO PROVIDE"' PLYWOOD SHEETS FOR EACH OPENING SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE LABELED AND STORED ON PREMISES. PROVIDE 1/4" HOT DIPPED OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. WINDOW NOTES: NOTE: GALVANIZED TREADED FASTENERS INSTALLED ON HOUSE TO RECEIVE PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE 1. ALL MODEL NUMBERS REFER TO ANDERSON 400 SERIES WINDOWS AND DOORS; SDL WITH SPACER, GLAZING: LoE2, INCLUDE SCREENS. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS PANELS. 4" LAG SCREWS TO BE EMBEDDED 2" MIN. @ 16THOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE O.C.O,C. FASTENERS" PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RESIST THE 2. EXTERIOR CLAD COLOR TO BE:WHITE AND HANDING WITH WINDOW SUPPLIER PRIOR SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL COMPONENT AND CLADDING LOADS DETERMINED IN ACCORDANCE 3. INTERIOR FINISH: PRE-FINISHED WHITE TO FRAMING. PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1 INCH FROM THE WITH EITHER TABLE R301.2(2) OR ASCE 7, WITH THE PERMANENT 4. HARDWARE FINISH TO BE:WHITE EDGE OF THE PANEL. ANCHORS SHALL PENETRATE THROUGH THE 360 DESIGN PLUS SHALL BE IN NO WAY 5. REFER TO EXTERIOR ELEVATION DRAWING FOR OPERATION DIRECTION. EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH OF NOT LESS CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND 6. REFER TO EXTERIOR ELEVATION FOR WINDOWS WITH TEMPERED GLASS. RESPONSIBLE FOR QUANTITIES OR ROUGH ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN 7. ARCHITECT AND OWNER TO REVIEW SHOP DRAWINGS FOR APPROVAL BEFORE ORDERING. OPENING DIMENSIONS, IT SHALL BE THE THAN 2 INCHES INTO THE BUILDING FRAME. FASTENERS SHALL BE ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH 8. CASEMENT/AWNING TO LOOK LIKE DOUBLE HUNG WINDOWS TO HAVE SIMULATED RESPONSIBILITY OF THE CONTRACTOR TO LOCATED NOT LESS THAN 21/2 INCHES FROM THE EDGE OF CONCRETE A MEAN ROOF HEIGHT OF 45 FEET (13, 728 MM) OR LESS WHERE THE DOUBLE HUNG CHECK RAIL AND BOTTOM RAIL TO MATCH DOUBLE HUNG.SEE ELEVATIONS WHERE APPLICABLE VERIFY ALL DIMENSIONS AND INSTALLATION BLOCK OR CONCRETE. 2 ULTIMATE DESIGN WIND SPEED, VULT IS 180 MPH 9. REFER TO EXTERIOR ELEVATION FOR EGRESS WINDOWS. REQUIREMENTS ( 90 KPH) OR LESS. 10. CONTRACTOR TO VERIFY ALL ROUGH OPENINGS 11, SILLS LOWER THAN 24"ABOVE FINISH FLOOR WITH 6'-0"+ TO EXTERIOR GRADE TO HAVE OPENING LIMITER PER CODE.AS REQUIRED,V.I.F. PRIOR TO ORDERING. 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