Loading...
HomeMy WebLinkAbout37 Katharyn Michael plansQ Q 0 M N N W QQ w 0 - Z O 0 z d m Y U N a� U)Lul z w m O New w 3„09,� l . M ,00'00 l yd I W o o� m � bo N �z zzz� I S�it�d, _ 00,001 R? M„ 05,E l .19S q I S uy r+ O7 Cy m Ul o ��� to CN O CD I N N s m � o �c� II j_ cV Lo m o 03 P�J J Z m Of 0 N II 0 N < 0 1� tt) N C) evi CJ ci c� �� W W �- z I=- Z � Z W o m Of Q 7-) %M c CD L z f /V^J N Z wo, W a w o o Q' t-- N O U r- ¢►� WAN > z �. e w Ln Q o co z LLJ �Q�LLJ 0 CI 5 �_ "a ���_suJOC® off,?}moo QF-- ��uj �uza nJIn Z m w X g O N d a: b• It pE- w W 1�-+T-�� LL- wa W c �CCD �4�G M m W z = U g = c N �n �L.L.Z o VJ W O 0 Q Q w w Z Q=� 2 a Qoo3 W tf� 0 r N d ©d p a o B A O= coWM U.) Q�z� V/ -,aj QQW ZUp� rm�o .NZ �Q QJLL- Z O U J- N w z o ZQ �C)— 991 W Q��w N a_ T M xp OO Q�� r7 ��oz ��aoxoo �aa (L-1 � Na000mm can¢ �o<o E3 LLI >-mmo �¢Q� aroa- .=c�i �Z 5unporch Addition .- Hodge Residence 2xG DBL TOP PLATE 3i Katharyn -Michael Road, 51MP50N SPSOFf",or EQUAL Yarmouth Port, MA j 51MP50N 5PG/5P4 (20 GA.) ° , ° o f o O ° 0 0 New Dag Desx%n o 2 ROWS.NAILS ® ° 6O0 C. 7 Evsun Drive, Sandwich, MA 02563 HEADER 51MP50N Jeff & Chris Dennis 774-203-8336 o, o HTT5 or EQUIVALENT ° FULL HGT. STUD GENERAL NOTES (UNLESS OTHERWISE SPECIFIED) 51MP50N HDR UPLIFT STRAP ° HTT5 or EQUAL REFER TO TABLE - The owner and/or contractor assumes full JACK STUD 51MP50N responsibility to ensure all construction conforms to RBC or EQUAL WINDOW SILL 780 CMR 51.00 Massachusetts Residential Code PLATE (Massachusetts State Building Code 9th Edition Residential Volume), AF&PA Wood Frame Construction 5/8" ANCHOR BOLTS w/ 3N3"PLATE WASHERS Manual 110 MPH Exposure B 2006, DCA 6 Wood Deck Guide 2018, IRC 2018 & latest Massachusetts amendments to the IRC, applicable local codes, laws, bylaws, rules, regulations and ordinances of the town of Yarmouth Port as well as current local best (� \ practices. FOUNDATION 12 GA. ANCHORS TYP. - All drawings represent a graphical representation of the project and its elements depicting intended locations only. B -f- LOOR TO fOUNDATION CONNECTION � \ SCALE: N.T.S. All labeled dimensions take precedent over graphical scale shown. All existing condition dimensions shall be verified in the field and adjusted as necessary in 11 ORNER STUD HOLD DOWN SCALE: N.T.S. accordance with drawing intent. All executed dimensions for each particular assembly and location shall be verified in accordance with project intent. E: N.T.S (J SCAL. - All windows, doors, proprietary products/systems, fixtures, hardware, etc. shall be installed per respective manufacturer's specifications. - All framing lumber to be minimum #2 grade Hem -Fir or equivalent. All LVL Lumber beams to be minimum ° 5PG/5P4 (20GA.) 1.9e L/360 deflection & installed per manufacturer's ° specifications. All TJI Truss Joists installed per ° ° 1/2" CDX SHEATHIN _ CONTINUOUS HEADER manufacturer's specifications. @ MULTIPLE OPENINGS - All ext. fasteners exposed to weather shall be hot DBL TOP PLATE TOP PLATE i dipped gale. or stainless steel. 1 - All existing foundation, floor, wall, roof, etc. structure ° I I I to remain for use in new construction shall be continuously, safely and securely protected, weatherproofed, shored and braced, etc. as required o NAIL 8d COMM EXTEND HEADER o until the whole structure is sound. o NAILS @ 3" O.C. TO KING STUD o ( NAIL TOP PLATE (3)1 Od x 1 -1 /2" NAILS - All existing material to remain for use in new TO BTM. OF HDR. EACH 51DE OF STUD construction shall be continuously, safely and securely 2 ROWS I Gd NAILS stored and/or protected until reuse. 2- 5/8" ANCHOR BOL w/ 3N3" PLATE WASHERS @ 3" O.C. 1 ° � 2x STUDS @ 1 G" O.C. When cutting and patching or unless otherwise ° 1 I noted, new interior and exterior finish materials shall OPENING .T.0 match existing in quality, style, size and detail. PIA'I E O - D CONNECTION G BTM PLATE SCALE: N.T5. - New Day Design shall be notified of any RIM J015T \ �I FOUNDATIOt�t � discrepancies, ambiguities or inconsistencies. \ \ SHEET TITLE: ° \ \ \ \ \ RAFTER @ I G° O.C. Framinc D&ai15 NARROW WALL BRACING SCALE: N.T.S. ° o \ FLOOR JOISTS a®o H2.5 @ EA. RAFTER 6 ° SILL PLATE ° 00 CENTER THE STRAP OVER THE BEAM ° o 0 TOP PLATE LSTA @ EA. RAFTER 0 2-3/8" a= END 1/2" CDX. SHEATHING DISTANCE 51LL PLATE TO TOP PLATE o o o o SEE NAILING SCHEDULEJ� AfTER TO PLATE C0NNf_cT1nN „ 5/8 ANCHOR BOLT 5 SCALE: N.T.S. Drawing Set: MIN. 7" EMBEDMENT RIDGE BEAM Permit w/3"x3"x 1/4" PLATE WASHER ( Scale: NOTE: RIDGE STRAPS ARE NOT REQUIRED WHEN COLLAR TIES OF NOMINAL I xG DateA5.1 OR 2x4 LUMBER ARE LOCATED IN THE PLATE TO fOUNDATION ASSEMBLY wl SHEATHING SPACE f�Ap UPPER THIRD Of THE ATTIRS C 8/ 12/202 2 SCALE: N.T.5. AND ATTACHED TO RA EILL US NG I SCALE: N.T.5. Drawn By: (5) 1 Od NAILS EACH END � JTD Roof Construction: - Ridge Beam: (2) 1 3/4" x 7 1 /4" LVL or (1) 1 3/4" x 9 1 /4" - Rafters: 2"x8" KD @ I G" O.0 - Ridge straps: at every rafter pair. Note: In lieu of ridge straps, use 2"x4" collar ties under ridge beam @ every rafter pair - Secure each rafter to 2"x4" top plate with TimberLok5. - 3/4 Tt-G planking, foam board m5ulation, #40 felt underlayment, Ice * water Shield first 3% 35 Yr. a5phalt 5hingle5, contmuou5 ridge vent * drip edge. EXISTING TO REMAIN PROPOSED 2A Wall Tyner Skiing to matcl A CDX Plywood, , K- I G m5ulatlon Min. 1 2" x G" Footing Ridge Beam 5unporch Addition Hodge Residence 31 Katharyn-Michael Road, Yarmouth Port, MA New Day Uesilow"In • ,ft), 7 Evsun Drive, Sandwich, MA 02563 Jeff & Chris Dennis 774-203-8336 GENERAL NOTES (UNLESS OTHERWISE SPECIFIED) - The owner and/or contractor assumes full responsibility to ensure all construction conforms to 780 CMR 51.00 Massachusetts Residential Code (Massachusetts State Building Code 9th Edition Residential Volume), AF&PA Wood Frame Construction Manual 110 MPH Exposure B 2006, DCA 6 Wood Deck Guide 2018, IRC 2018 & latest Massachusetts amendments to the IRC, applicable local codes, laws, bylaws, rules, regulations and ordinances of the town of Yarmouth Port as well as current local best practices. - All drawings represent a graphical representation of the project and its elements depicting intended locations only. - All labeled dimensions take precedent over graphical scale shown. All existing condition dimensions shall be verified in the field and adjusted as necessary in accordance with drawing intent. All executed dimensions for each particular assembly and location shall be verified in accordance with project intent. - All windows, doors, proprietary products/systems, fixtures, hardware, etc. shall be installed per respective manufacturer's specifications. - All framing lumber to be minimum #2 grade Hem -Fir or equivalent. All LVL Lumber beams to be minimum 1.9e L/360 deflection & installed per manufacturer's specifications. All TJI Truss Joists installed per manufacturer's specifications. - All ext. fasteners exposed to weather shall be hot dipped galv. or stainless steel. - All existing foundation, floor, wall, roof, etc. structure to remain for use in new construction shall be continuously, safely and securely protected, weatherproofed, shored and braced, etc. as required until the whole structure is sound. - All existing material to remain for use in new construction shall be continuously, safely and securely stored and/or protected until reuse. - When cutting and patching or unless otherwise noted, new interior and exterior finish materials shall match existing in quality, style, size and detail. New Day Design shall be notified of any discrepancies, ambiguities or inconsistencies. SHEET TITLE: Sections * Structural - For all openings: in5tall continuous ext. metal head flashing. Surround opening w/vycor or equay. - Window manufacturer, type, style, efficiency, lite5, hardware, screen, trim, Finlsh, colors, etc. per owner selection. Install per mfgr specs. III exterior corner board, fascia, soffit, window/door trim material, size, color per owner selection. Install per mfgr specs. REAR ELEVATION 2 SCALE: I /4" = 7 3040L5 1 1 F-16040IL15 3040R5 1 1 1 4 b040R5 1 1 L5 17211X4611 R5 72'7C48" EFT SLIDING IGHT 5LIDIN, EFT SLIDING IGHT 5LIDIN+ RIGHT ELEVATION 3 — SCALE: I /4" = I .O' LUMBER 1453646 LUMBER H53648 LUMBER H51246 !, LUMBER H57248 MANUFAGTURER MATHE1N5 BROTHERS MATHEINS BROTHER5 MATHE1^15 BROTHERS MATHElN5 BROTHER5 5unporch Addition Dodge Residence 31 Katharyn-Michael Road, Yarmouth Fort, MA New Dog Design 7 Evsun Drive, Sandwich, MA 02563 Jeff & Chris Dennis 774-203-8336 GENERAL NOTES (UNLESS OTHERWISE SPECIFIED) - The owner and/or contractor assumes full responsibility to ensure all construction conforms to 780 CMR 51.00 Massachusetts Residential Code (Massachusetts State Building Code 9th Edition Residential Volume), AF&PA Wood Frame Construction Manual 110 MPH Exposure B 2006, DCA 6 Wood Deck Guide 2018, IRC 2018 & latest Massachusetts amendments to the IRC, applicable local codes, laws, bylaws, rules, regulations and ordinances of the town of Yarmouth Port as well as current local best practices. - All drawings represent a graphical representation of the project and its elements depicting intended locations only. - All labeled dimensions take precedent over graphical scale shown. All existing condition dimensions shall be verified in the field and adjusted as necessary in accordance with drawing intent. All executed dimensions for each particular assembly and location shall be verified in accordance With project intent. - All windows, doors, proprietary products/systems, fixtures, hardware, etc. shall be installed per respective manufacturer's specifications. - All framing lumber to be minimum #2 grade Hem -Fir or equivalent. All LVL Lumber beams to be minimum 1.9e L/360 deflection & installed per manufacturer's specifications. All TJI Truss Joists installed per manufacturer's specifications. - All ext. fasteners exposed to weather shall be hot dipped galv. or stainless steel. - All existing foundation, floor, wall, roof, etc. structure to remain for use in new construction shall be continuously, safely and securely protected, weatherproofed, shored and braced, etc. as required until the whole structure is sound. - All existing material to remain for use in new construction shall be continuously, safely and securely stored and/or protected until reuse. - When cutting and patching or unless otherwise noted, new interior and exterior finish materials shall match existing in quality, style, size and detail. - New Day Design shall be notified of any discrepancies, ambiguities or inconsistencies. SHEET TITLE: Elevations Drawing Set: Permit Scale: A2. 1 Date: 8/ ! 2/2022 Drawn By: JTD General Demolition Notes: The demolition scope is to remove all existing items conflicting with new work whether shown or not. All demolition to be completed in a manner that maintains structural integrity of the existing building. Provide suffic structural 5UF bracing as re is sound. PROPOSED ROOF PLAN SCALE: EXISTING TO REMAIN L DEMO PROP05ED Ridge Beam (RB) Notes: - Install LVL ridge beam. Post at both slider header locations. Ridge Beam (2) 1 3/4" x 7 1 /4" LVL or (1) 1 3/4" x 9 1 /4" LVL 4"x4" post PRO 2 P05ED ROOF FRAMING PLAN SCALE: 1 /4" = 1 .O' er to 5sncg screws 5unporch addition Hodge Residence 31 Katharyn-Michael Road, Yarmouth Port, MA DesignNew Dal A 1 7 Evsun Drive, Sandwich, MA 02563 Jeff & Chris Dennis 774-203-8336 GENERAL NOTES (UNLESS OTHERWISE SPECIFIED) - The owner and/or contractor assumes full responsibility to ensure all construction conforms to 780 CMR 51.00 Massachusetts Residential Code (Massachusetts State Building Code 9th Edition Residential Volume), AF&PA Wood Frame Construction Manual 110 MPH Exposure B 2006, DCA 6 Wood Deck Guide 2018, IRC 2018 & latest Massachusetts amendments to the IRC, applicable local codes, laws, bylaws, rules, regulations and ordinances of the town of Yarmouth Port as well as current local best practices. - All drawings represent a graphical representation of the project and its elements depicting intended locations only. - All labeled dimensions take precedent over graphical scale shown. All existing condition dimensions shall be verified in the field and adjusted as necessary in accordance with drawing intent. All executed dimensions for each particular assembly and location shall be verified in accordance with project intent. - All windows, doors, proprietary products/systems, fixtures, hardware, etc. shall be installed per respective manufacturer's specifications. - All framing lumber to be minimum #2 grade Hem -Fir or equivalent. All LVL Lumber beams to be minimum 1.9e L/360 deflection & installed per manufacturer's specifications. All TJI Truss Joists installed per manufacturer's specifications. - All ext. fasteners exposed to weather shall be hot dipped galy. or stainless steel. - All existing foundation, floor, wall, roof, etc. structure to remain for use in new construction shall be continuously, safely and securely protected, weatherproofed, shored and braced, etc. as required until the whole structure is sound. - All existing material to remain for use in new construction shall be continuously, safely and securely stored and/or protected until reuse. - When cutting and patching or unless otherwise noted, new interior and exterior finish materials shall match existing in quality, style, size and detail. - New Day Design shall be notified of any discrepancies, ambiguities or inconsistencies. SHEET TITLE: Ceding/Roof Plans N Drawing Set: Permit Scale: A1.3 Date: 8/ 1212022 Drawn By: JTD The demolition scope Is to remove all existing Items conflicting with new work whether shown or not. All demolition to be completed in a manner that maintains structural Integrity of the existing building. Provide sufficient continuous structural support shoring and bracing as required until structure Is sound. Exi5tinQ Slider Header Demolition Notes: - Remove/replace existing slider header. EXISTING FLOOR PLAN SCALE: 1 /4" = 1.0. 2x4 Wall TVA 51ding to match existing, house wrap, 112" A,,CDX Plywood, 2"x4" studs @ I G" O.C., R- I G insulation, interior finish per owner. EXISTING TO REMAIN Framing N (refer to naoe A5. I ): - Studs * headers; Detail D DEMO - Narrow wall bracing; Detail E - Corner stud hold down; Detail F - Plate to stud connection: Detail G PROP05ED - 5111 Plate to Foundation Assembly: Detail C RETAINING VIAs.LL ' 5TERB 6'-5" DoorAVindow Notes: - Ext. window * door dimensions from outside face of foundation or frame. - Door manufacturer,type, style, hardware, screen/storm, trim, finish, colors, etc. per owner selection. Install per mfcgr specs. DOOR 5GHEDULE NUMBER LABEL IaTY IFLOOR 51ZE I R/O IDE5GRIFTION HEADER HEADER TYPE GOMMENT5 D01 6068 1 11 6065 R EX 74"X83" EXT. SLIDER -GLASS PANEL 1 3/4X5 1/2X77" 2 LVL 5EE HDR NOTE Ir-=F D02 6068 1 11 6068 R IN 74"X821/2" 5LIDER-DOOR F01 1 3/4X7 1/4X77" 2 LVL 14DR NOTE 5unporch Addition Hodge Residence 31 Katharyn-Michael Road, Yarmouth Port, MAC New Dag DesicIn 7 E:vsun Drive, Sandwich, MA 02563 Jeff & Chris Dennis 774-203-8336 GENERAL NOTES (UNLESS OTHERWISE SPECIFIED) - The owner and/or contractor assumes full responsibility to ensure all construction conforms to 780 CMR 51.013 Massachusetts Residential Code (Massachusetts State Building Code 9th Edition Residential Volume), AF&PA Wood Frame Construction Manual 110 MPH Exposure B 2006, DCA 6 Wood Deck Guide 2018, IRC 2018 & latest Massachusetts amendments to the IRC, applicable local codes, laws, bylaws, rules, regulations and ordinances of the town of Yarmouth Port as well as current local best practices. - All drawings represent a graphical representation of the project and its elements depicting intended locations only. - All labeled dimensions take precedent over graphical scale shown. All existing condition dimensions shall be verified in the field and adjusted as necessary in accordance with drawing intent. All executed dimensions for each particular assembly and location shall be verified in accordance with project intent. - All windows, doors, proprietary products/systems, fixtures, hardware, etc. shall be installed per respective manufacturer's specifications. - All framing lumber to be minimum #2 grade Hem -Fir or equivalent. All LVL Lumber beams to be minimum 1.9e L/360 deflection & installed per manufacturer's specifications. All TJI Truss Joists installed per manufacturer's specifications. - All ext. fasteners exposed to weather shall be hot dipped galv. or stainless steel. - All existing foundation, floor, wall, roof, etc. structure to remain for use in new construction shall be continuously, safely and securely protected, weatherproofed, shored and braced, etc. as required until the whole structure is sound. - All existing material to remain for use in new construction shall be continuously, safely and securely stored and/or protected until reuse. - When cutting and patching or unless otherwise noted, new interior and exterior finish materials shall match existing in quality, style, size and detail. - New Day Design shall be notified of any discrepancies, ambiguities or inconsistencies. SHEET TITLE: First Floor Plans N HHHHHHHHHHHH Drawing Set: Permit Scale: Al .2 Date: 8/ 1 2/2022 Drawn By: JTD General Demolition Notes: 5unporch Addition SHEATHINGISIDING CAST -IN -PLACE ANCHOR BOLT The demolition Scope 15 to remove 2x4 WOOD FRAMING MEMBER 2x4 TREATED MUDSILL all eXl5ting Items conflicting with SILL SEALER ' 1" EXPANSION JOINT 4" CONCRETE SLAB new work whether shown or not. a REINFORCING WIRE FABRIC W/6x6 8/8 -- - --- - _ 1 Dodge Residence Y 37i�tharyn-Michael Road, A Yarmouth Fort, Ml'� All demolition to be completed Ina fl s L� VAPOR BARRIER Min. 4" slab. Reinforce with W/GxG 8/8 manner that maintains Structural L I WWM on G MIL. Poly vapor barrier, Min. 4" U' u _ p g integrity Of the existing building. =J u. U U u� ` � 4" GRAVEL compacted granular fi{I on undisturbed earth. Provide sufficient continuous Structural Support Shoring and a5 required until structure bracing a —�� ew au eSi (� 7 7 Evsun Drive Sandwich MA 02563 I5 SOUnd. i I 1=1 I—_� ; Jeff & Chris Dennis 774 -203-8336 i�l ill ,��_ lil II GENERAL NOTES (UNLESS OTHERWISE SPECIFIED) Min. G" wall thickness, Min G" height above finl5h Fxi tiny Patio Demolition Notes: III — i �_ _ grade, Min. 12"xG" footing 48" below grade. S 9 g 9 - Remove CX15ting patio in - i preparation for new slab -On- III ! I—; 1 IE f - I _i - The owner and/or contractor assumes full responsibility to ensure all construction conforms to p y 780 CMR 51.00 Massachusetts Residential Code (Massachusetts State Building Code9th Edition Residential Volume), AF&PA Wood Frame Construction grade. —I _ Manual 110 MPH Exposure B 2006, DCA 6 Wood Deck Guide 2018, IRC 2018 & latest Massachusetts CONCRETE FOUNDATION I FOUNDATION DETAIL 2A E: N.T.5 SCAL amendments to the IRC, applicable local codes, laws, bylaws, rules, regulations and ordinances of the town of Yarmouth Port as well as current local best practices. - All drawings represent a graphical representation of CONCRETE FOOTING 3 o the project and its elements depicting intended locations only. - All labeled dimensions take precedent over graphical scale shown. All existing condition dimensions shall be verified in the field and adjusted as necessary in accordance with drawing intent. All executed dimensions for each particular assembly and location shall be verified in accordance with project intent. - All windows, doors, proprietary products/systems, Poured foundation wall *footing. Ensure bottom of — — — — — — — — _— — — — — — — — 21 fixtures, hardware, etc. shall be installed per respective manufacturer's specifications. footing minimum 4' below grade. Apply below grad _ _ _ - r — — — — — — — — — _ waterproof (51ka or equivalent). See detail 2A I I _ _ _ L _ _ __ _ I_ _ _ A3' I I N EY4 SLAB All framing lumber to be minimum #2 grade Hem -Fir or equivalent. All LVL Lumber beams to be minimum 1.9e L/360 deflection & installed per manufacturer's specifications. All TJI Truss Joists installed per s Drill pm new foundation walls I I I to existing foundation with #5 I " I p A21 Bolt P.T. 2" x 4" bottom plate to top of I Rebar @ 1 2" O.C. epoxy in I I manufacturer's specifications. -All ext. fasteners exposed to weather shall be hot dipped galy. or stainless steel G foundation walls with 5/8" hot dipped) I I place (Hdti or equivalent). I I EXI5TINC7 PATIO galvanized anchor bolt5, 3" x 3" sq. washers * nuts. Max spacing 48` O.C. I I I I - All existing foundation, floor, wall, roof, etc. structure to remain for use in new construction shall be continuously, safely and securely protected, Plate end spacing G-12". I I I I weatherproofed, shored and braced, etc. as required until the whole structure is sound. f7V - All existing material to remain for use in new _ _ �I construction shall be continuously, safely and securely _ _ _ _ _ — — — — — - — — — — — — — — stored and/or protected until reuse. - When cutting and patching or unless otherwise noted, new interior and exterior finish materials shall match existing in quality, style, size and detail. X T I - New Day Design shall be notified of any discrepancies, ambiguities or inconsistencies. SHEET TITLE: I Foundation Plans I � I I EXSTING FOUNDATION PROPOSED FOUNDATION (�LE: 1 /4, = 1 .O` ` 2 05CA' SCALE: I /4" = N LEGEND Drawing Set: EX15TING TO REMAIN Framing Notes (refer to 12aoe A5. I ): Permit Scale: - Studs * headers; Detail D DEMO - Narrow wall bracing; Detail E - Corner stud hold down; Detail F - Plate to stud connection: Detail G PROP05FD - 51ll Plate to Foundation Assembly: Detail C Al. 1 Date: 8/ 12/2022 Drawn By: JTD 5unporch Addition Site Setback Notes: Hodge Residence The Setback dlmen51on5 shown here are for reference only and should not be Used In place of 51te plan 3� Katharyn-Michael Road, Yarmouth Fort, MA done by registered land surveyor/ engineer. I New Dag Desilin 7 Evsun Drive, Sandwich, MA 02563 I Jeff & Chris Dennis 774-203-8336 GENERAL NOTES (UNLESS OTHERWISE SPECIFIED) _ - The owner and/or contractor assumes full responsibility to ensure all construction conforms to 780 CMR 51.00 Massachusetts Residential Code (Massachusetts State Building Code 9th Edition Residential Volume), AF&PA Wood Frame Construction Manual 110 MPH Exposure B 2006, DCA 6 Wood Deck Guide 2018, IRC 2018 & latest Massachusetts amendments to the IRC, applicable local codes, laws, bylaws, rules, regulations and ordinances of the town NEW 5UrPORGH i of Yarmouth Port as well as current local best practices. i - All drawings represent a graphical representation of { the project and its elements depicting intended locations only. W ( - All labeled dimensions take precedent over graphical '- — — — — — ___.. — — — — " scale shown. All existing condition dimensions shall be verified in the field and adjusted as necessary in accordance with drawing intent. All executed dimensions for each particular assembly and location shall be verified in accordance with project intent. E - All windows, doors, proprietary products/systems, fixtures, hardware, etc. shall be installed per respective manufacturer's specifications. - All framing lumber to be minimum #2 grade Hem -Fir or equivalent. All LVL Lumber beams to be minimum 1.9e L/360 deflection & installed per manufacturer's specifications. All TJI Truss Joists installed per manufacturer's specifications. 3 - All ext. fasteners exposed to weather shall be hot s dipped galv. or stainless steel. j - All existing foundation, floor, wall, roof, etc. structure to remain for use in new construction shall be continuously, safely and securely protected, weatherproofed, shored and braced, etc. as required until the whole structure is sound. All existing material to remain for use in new construction shall be continuously, safely and securely stored and/or protected until reuse. - When cutting and patching or unless otherwise noted, new interior and exterior finish materials shall match existing in quality, style, size and detail. - New Day Design shall be notified of any discrepancies, ambiguities or inconsistencies. 0 SHEET TITLE: m Site Property 5etback KathaNn-Michael road N Drawing Set: Permit Scale: PROPERTY SETBACKS 1. 1Date: Date: SCALE: I i4° = 4 8/ 1 2/2 0 2 2 Drawn By: JTD Sunporch Addition HODGE RESIDENCE Hodge Residence 37 Katharyn-Michael Road Yarmouth Port, TWA De5i In 0 ective5 31 Katharyn-Michael Road, Yarmouth Fort, MA New Dag Design 7 Evsun Drive, Sandwich, MA 02563 Create new three-5ea5on 5unporch on back side of existing house. Include windows and 51ider acce,55 to back yard. Jeff & Chris Dennis 774-203-8336 GENERAL NOTES (UNLESS OTHERWISE SPECIFIED) The owner and/or contractor assumes full responsibility to ensure all construction conforms to TOWN OF YP-�R­U," C A 780 CMR 51.00 Massachusetts Residential Code REVIEWED F I OR BUILDING ANDZONING CODE COMPLI- RELIEVE THEResidential ANCE. ERRORS OR OIAMIISSIONS DO QF APPLICANT FROM RESPONSIBILITY : 'AS BUILT" COL DArIE q (Massachusetts State Building Code 9th Edition Volume),THEAF&PA Wood Frame Construction Manual 110 MPH Exposure B 2006DCA 6 Wood Deck Guide 2018, IRC 2018 & latest Massachusetts amendments to the IRC, applicable local codes, laws, bylaws, rules, regulations and ordinances of the town of Yarmouth Port as well as current local best L.i,LDINGOFFJGLAL practices. All drawings represent a graphical representation of 7 I FrF the project and its elements depicting intended locations only. All labeled dimensions take precedent over graphical scale shown. All existing condition dimensions shall be verified in the field and adjusted as necessary in accordance with drawing intent. All executed dimensions for each particular assembly and location shall be verified in accordance with project intent. - All windows, doors, proprietary prod ucts/systems, fixtures, hardware, etc. shall be installed per respective manufacturer's specifications. - All framing lumber to be minimum #2 grade Hem -Fir or equivalent. All LVL Lumber beams to be minimum 1.9e L/360 deflection & installed per manufacturer's specifications. All TJI Truss Joists installed per manufacturer's specifications. TABLE OF CONTENTS All ext. fasteners exposed to weather shall be hot dipped galv. or stainless steel. LABEL TITLE COVER ------ 13D PERSPECTIVE RENDERINGS G1.1 SITE PROPERTY SETBACK All existing foundation, floor, wall, roof, etc. structure to remain for use in new construction shall be Al. 1 FOUNDATION PLANS continuously, safely and securely protected, weatherprocifed, shored and braced, etc. as required until the whole structure is sound. A1.2 FIRST FLOOR PLANS A1.3 CEILING/ROOF PLANS �A2 1 ELEVATIONS '2 N 151 Qe . . . . ...... All existing material to remain for use in new construction shall be continuously, safely and securely stored and/or protected until reuse. When cutting and patching or unless otherwise noted, new interior and exterior finish materials shall match existing in quality, style, size and detail. New Day Design shall be notified of any A3.1 SECTIONS & STRUCTURAL A5.1 FRAMING DETAILS REVISION TABLE DATE DESCRIPTION i 9/8/2022 RAFTER SZ, TI MERLOK, INSULATION, R.O. NOTE discrepancies, ambiguities or inconsistencies. F-4 '07�li- f_V1,_1"V p-� 77 1,77 0 SHEET TITLE: 3 D Per5196Gt1VC KendennCJ5 Robert W. Dennis Jr. Registered Structural Engineer P.O. Box 5U East Bridgewater, MA 02333 508-326-2464 nwdennisir@-comcast.net PROPOSED 3D RENDERINGS Plan Review SCALE: N.T.5 MR Hodge Residence 37 Katharyn-Michael Road Yarmouth Port, Ma August 14, 2022 To Whom It May Concern: --- I have reviewed revised plans titled "Hodge Residence, 37 Katharyn-Michael Road, Yarmouth Port, Ma", dated 811212022 drawn by Now Day Design and find the structural fi 00 p, f WR design, size, and spacing of structural members to be satisfactory and in accordance with pplicable building codes. nns PE < 13834 Drawing Set: Permit Cover �YAJ Nl�c P Scale: 811212022 Drawn By: JTD 37 1(,62? 09