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11-022 (3) BP-2022-1010 42 RUSTLEWOOD RIDGE COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 11-022-001 CITY OF NORTHAMPTON Permit: New Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2022-1010 PERMISSION IS HEREBY GRANTED TO: Project# NEW HOUSE Contractor: License: Est. Cost: 801541 WRIGHT BUILDERS 115196 Const.Class: Exp.Date: 05/31/2024 WASHINGTON-OTTOMBRE, CAMILLE& Use Group: Owner: GARRETT WASHINGTON Lot Size (sq.ft.) Zoning: WSP Applicant: WRIGHT BUILDERS Applicant Address Phone: Insurance: 48 Bates St 413586-8287 MCC20020005342021A NORTHAMPTON, MA 01060 ISSUED ON: 05/02/2023 TO PERFORM THE FOLLOWING WORK: NEW SINGLE FAMILY HOUSE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: . Qfvf,t7 Fees Paid: $1,552.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner ;A,, Q,,ouLqio ?LDS RECFI Er) The Commonwealth of Massachusetts Board of Building Regulations and Standards FOR Massachusetts State BuildingCode, 780 C MR A U G 1 7 2 alUN)iCIPALITY ,� USE Building Permit Application To Construct,Repair,Renovate r Demolish a Revised Mar 2011 One-or Two-Family Dwelling DEPT.OF BUILDING IN PECTIONS r infT 1MPTGN.M 01060 This Section For Official Use Only ._. -_._ Building Permit Number: 41P aAv; Date Applied: Building Official(Print Name) Signature / D to SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 42 Rustlewood Ridge Northampton, MA 01062 11 022-0n1 1.1 a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: WSP Single Family Home 7.5 Acres 326,700 SF Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 40' 130'+ 30'&10'for detached 40' 60' 102'+ 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: .8 Sewage Disposal System: Public 0 Private ElZone: Outside Flood Zone? Municipal 0 On site disposal system El Check if yes® SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Camille&Garrett Washington-Ottombre Northampton,MA 01062 Name(Print) City,State,ZIP 272 Old Wilson Road (440)984-8647 cwashingtonottombre@gmail.com No.and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK' (check all that apply) New Construction D Existing Building 0 Owner-Occupied 0 t Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify: Brief Description of Proposed Work': New single family home with a detached garage.Slab on grade with 4'frost walls.2 story.5 bedroom.(2)full bath.(2)half bath. Double stud wall frame,roof and wall trusses,shed rafters,cellulose insulation&spray foam,wood exterior siding,asphalt shingle roof,exposed concrete slab,2nd floor hardwood&tile,gypsum board walls and ceiling throughout. Private well and septic system. SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $ 689, 118 1. Building Permit Fee: $ Indicate how fee is determined: 2.Electrical $ 3 5, 6 2 3 ❑ Standard City/Town Application Fee ❑Total Project Cost' (Item 6)x multiplier x 3.Plumbing $ 38, 800 2. Other Fees: $ 4. Mechanical (HVAC) $ 3 8, 0 0 0 List: 5. Mechanical (Fire $ 0 Total All Fee $ Suppression) ��QQ Check NollMPt, Check Amount. I)66 ash Amount: 6.Total Project Cost: $ 8 01 , 5 41 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-115196 5/31/2024 Ryan Crandall License Number Expiration Date Name of CSL Holder List CSL Type)(see below) U 482 State Street No.and Street Type Description Belchertown,MA 01007 U Unrestricted(Buildings up to 35,000 cu.ft.) R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering 1 WS Window and Siding SF Solid Fuel Burning Appliances 413-586-8287 rrandall@wright-builders.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 101536 6/25/2024 Wright Builders,Inc. HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 48 Bates Street nwright@wright-builders.com No.and Street Email address Northampton,MA 01062 413-923-2870 City/Town, State,ZIP Telephone SECTION 6:WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L. c. 152. § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes . El No . ❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize_Wright Builders,Inc_to act on my behalf,in all matters relative to work uthorized by this building permit application. — Camille Washington- Ottombre 8/16/2022 Print Owner's ame(Electronic Signature) Date SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information 'S(Ja. )33 conta' d in this plication is true and accurate to the best of my knowledge an understanding. 90� Ryan Crandall 8/16/2022 I Print v ncr's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A. Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) 3, 700 (including garage,finished basement/attics,decks or porch) Gross living area(sq. ft.) 2, 7 05 Habitable r m count 7 Number of fireplaces 1, wood burning, TBD Number of edrooms 5 Number of bathrooms 4 Number of alf/baths 2 Type of heating system air source heat pumps Number of ecks/porches 2 Type of cooling system air source heat pumps Enclosed 0 Open 2 3. "Total Project Square Footage"may be substituted for"Total Project Cost" a) z N 88'58'32' E 52.E BO' —...... v.u1 vt'{,L 4 -i ' / ... ... Zcii 1, ., \ il t) / X • N // YOU ARE �� '�/�..- 4: 00 a" / �� ', 88.29 HERE-- y S 89• .c, ,-‘ E i cryo' \.r' / 7//A)< 4.0 v \\ �i to S� m ` LC]T 63ti �'�� , f� \ 2 s�, 326,70Q+/- SQ, FT. N •'�, tia 5000+/- ACRES N �i 7. �!d' c' o o �x0 r? 0" l Ice ce ,� '� F, -- ( .,-/ c'/ WIDE UTILITY EASEMENT h� N m N4 FAVOR OF LOT 2 or' S * is /(L211± sq. IQ hd V \ ‘4 se> 1.t .4 / a ... / / Road Location r, 1 is approximate i / . '21 9: \ V / I BOON . * z LOT 11 . 21 � z 429,825+/- d _ 9.8674+�_ 8ET,. r es � s Z h). o d 1 ol O Z / (''.4. (1) ..,.\ . LA / W 557.25' _ S 62 13'05" ' J ti� �! 600K 171, PAGE6 » E r. BOOK 269E o s�19 0'�g6 �� ir• 800K O H 9• ' , D ti 0 19' e8• w F 67• k- ,` 5 7T56'31" W 304,25' 66' K' �50 :68.00• —is 11-021-001 13.939 38 '70 ft 12-032-001 6.177 11.022-001 50 8.5 42 11-002-001 182.11 12-031-001 9,867 58 12-011-001 2.35 150 11-0174101 1.854 11-015-001 _i 43 1,2861-41H-001 saes:Esri,.HERE,Garmin,Intermap,inor nt P Corp.,GEBCO,USES,FAO,NPS,NR 4 0 34 GeoBase,IGN.Kadaster NL.,Ordnance Survey,Esri Japan.METI,EsriChina I Hong Kong),tc8 31 Oper'StreetMap contributors,and the GIS User Comrnunry,Tighe&Bond 42 RUSTLEWOOD RIDGE 4/12/2022 2:49:22 ° a 1"=150' to r. Property Information r a • Y , Parcel ID 11-022-001 _.._� -� �,. Address 42 RUSTLEWOOD _ i Total Value undefined fin. �y ) p �=7 :� The information depicted on this map is for planning purposes only. ;; tI a , Ir It is not adequate for legal boundary definition,regulatory i-' > ..j -r't C interpretation,or parcel-level analyses. 1,111 t1 M City of Northampton t'_ e, Massachusetts * DEPARTMENT OF BUILDING INSPECTIONS ,. �'' 212 Main Street • Municipal Building vy Northampton, MA 01060 ssah �� CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, 554, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. For new home, located at 42 Rustlewood Ridge, Northampton . Debris transported via roll-off dumpsters by J&J & Sons to Valley Recycling . The debris will be disposed of in: Location of Facility: Valley Recycling, 234 Easthampton Rd. Northampton MA The debris will be transported by: Name of Hauler: J & J & Son, 11 Goshen Rd. Williamsburg, MA 01096 Signature ofApplic nt: ate: 8/15/2022 Bid Specifications for Use by Wright Builders Inc. ONLY (Copyright 2022) Wright Builders, Inc. 48 Bates Street, Northampton MA 01060 Phone (413) 586-8287 Fax (413) 587-9276 Customer Name: Washinqton-Ottombre Date: 8/11/2022 Customer Address: Phone#: Job location: 42 Rustlewood Rdg, Northampton Job Phone: Project Manager: TBD Foreman: TBD All systems and materials are expected to meet 2022 EPA's Energy Star, Indoor air Plus, WaterSense, Doe's Zero Energy Ready Homes standards as applicable and current applicable Massachusetts State Building Code(s). Notice to Vendors: Wright Builders prefers wood products that are certified according to the guidelines of the Forest Stewardship Council (FSC). No tropical woods or wood products are permitted unless they are documented as FSC certified. Please provide the country of manufacture of each wood product you expect to supply to use. Also please provide a list of FSC-certified products you can supply. Notice to vendors and subcontractors: Vendors and subcontractor shall provide pricing breakdown (material and labor), required company certifications and/or registrations &detailed product information at time of quotation in such a way as to comply with federal standards for tax credits and utility documentation requirements for rebates. All contractors are expected to furnish samples, MSDS, and manuals as appropriate. Set up, start up and maintenance requirements of equipment are to be provided to customer with briefing & operation instructions as needed. All products and installation are guaranteed for one year from substantial completion of the building designated by the C of O. All terms of Wright Builders, Inc. contract with the customer apply to all subcontractors and suppliers. NOTE: Items in "italics"indicate suggestions but not yet confirmed selections by buyer. Contents DIVISION 01 7 01 00 00 GENERAL CONDITIONS 7 01 01 01 Building Design 7 01 01 02 Other Design Services 7 01 01 03 Building Permits 8 01 01 04 Permits& Fees 8 01 0105 Construction Management 8 010106 Insurance Requirements 8 01 2100 ALLOWANCES 8 1 01 21 16 Contingency Allowance 8 01 30 01 Project Signage 9 01 3100 PROJECT MANAGEMENT& COORDINATION 9 01 31 01 WBI Supervisor, Layout, Field Coordination 9 01 31 10 Project Management&Coordination 9 01 40 00 QUALITY REQUIREMENTS 9 01 40 01 Testing and Utility Fees 9 01 50 00 TEMP FACILITIES AND CONTROLS 9 01 50 01 Temp Facilities and Controls 9 01-70-00 EXECUTION & CLOSEOUT REQUIRMENT 9 01 70 01 Execution & Closeout Requirement 10 01 7100 EXAMINATION & PREPARATION 10 01 7101 General WBI Labor 10 01 7102 Site Prep/Mobilization-Mats 10 01 74 00 CLEANING &WASTE MANAGEMENT 10 01 74 01 Final Cleaning 10 0174 02 Waste Management 10 DIVISION 03 10 03 00 00 CONCRETE 10 03 30 01 Cast in place-See also Section 07 21 02 10 03 80 01 Concrete Cutting& Boring 11 DIVISION 05 11 05 00 00 METALS 11 05 13 01 Structural Steel 12 DIVISION 06 12 06 00 00 WOOD& PLASTIC& COMPOSITES 12 06 04 01 Supervision of Carpentry 12 06 10 01 Rough Carpentry Labor-WBI Labor 12 06 10 02 Rough Carpentry Materials 12 06 10 03 Rough Carpentry Sub Labor 12 06 10 04 Equipment Rental for Carpentry 15 06 10 53 General Labor-WBI Labor 15 06 16 01 Wall Sheathing 15 2 06 17 02 Pre-manufactured Roof Truss (Garage)—Per Plan (Alternate) 16 06 17 03 Pre-manufactured Raised Heel Roof Truss (House)—Per Plan 16 06 18 01 Manufactured Joist System—Per Plan-2nd floor framing 16 06 20 13 Exterior Finish Carpentry: Decks & Porch Finish Work(ALTERNATE) 16 06 20 21 Interior Finish Carpentry Labor-WBI Labor 17 06 20 23 Interior Finish Carpentry Sub Labor 17 06 22 01 Millwork 17 DIVISION 07 18 07 00 00 THERMAL& MOISTURE PROTECTION 18 07 10 01 Damproofing&Waterproofing 18 07 20 01 Insulation-WBI Labor 18 07 20 02 Insulation Materials 19 07 20 03 Insulation-Subcontractor 19 07 20 04 Floor Under slab Insulation 19 07 20 05 Basement Wall Insulation—See Sections 03 40 01 &03 3101 19 07 20 06 Exterior Walls 19 07 26 01 Vapor Retarders 21 07 27 01 Wind block/Air Barrier 21 07 30 00 ROOFING (SLOPED) 21 07 30 01 Roofing(Sloped) 21 07 30 02 Roof Material—Sloped Asphalt Shingles 21 07 46 00 SIDING &TRIM 22 07 46 01 Siding&Trim-WBI Labor 22 07 46 03 Siding&Trim-Subcontractor 22 07 46 04 Wood Siding 22 07 70 01 Gutters and Downspouts 23 07 84 01 Firestopping 24 07 92 01 Joint Sealants 24 DIVISION 08 24 08 00 00 OPENINGS 24 08 16 00 Exterior Doors 25 08 16 01 Composite Interior Doors 26 08 3101 Access Doors and Panels 26 3 08 36 01 Panel Doors-Garage Door/Opener(ALTERNATE) 26 08 50 00 WINDOWS 27 08 50 01 Metal Windows, New Construction or Replacement 27 08 50 02 Wood Windows, New Construction or Replacement 27 08 50 03 Metal Clad Wood Windows & Doors 27 08 70 00 HARDWARE 28 08 70 01 Entry Lock Set 28 08 80 02 Mirrors 29 08 90 01 Louvers &Vents 29 DIVISION 09 29 09 00 00 FINISHES 29 09 20 01 Plaster& Gypsum Board 29 09 30 00 TILING 30 09 30 01 Floor Tile 30 09 30 02 Bath Floors 30 09 30 03 Bath Wainscoting 31 09 30 04 Shower Floors 31 09 30 05 Shower Walls 31 09 30 06 Tub Deck/Skirt/Walls 32 09 30 07 Kitchen Backsplash 32 09 30 08 Hearth & Backer Tile-Alternate 32 09 64 01 Wood Flooring—Hardwood Pre Finished or Field Finished,TBD. 32 09 70 00 WALL FINISHES 33 09 9100 PAINTING 33 09 91 13 Exterior Painting 33 09 91 23 Interior Painting 34 09 94 01 Decorative Finishes 36 DIVISION 10 36 10 00 00 SPECIALTIES 36 10 10 01 Information Specialties 36 10 1101 Visual Display 36 10 26 01 Wall and Door Protection 36 10 28 01 Toilet & Bath Accessories 36 4 10 28 02 Glass Shower Partitions Doors 37 10 28 04 Laundry Accessories 38 10 30 00 FIREPLACES &STOVES 38 10 30 02 Wood Fueled Fired Metal Fireplace/Chimney (Alternate) 38 10 40 01 Safety Specialties 39 10 55 01 Postal Specialties 39 10 56 01 Storage Assemblies 39 10 57 01 Wardrobe and Closet Systems 39 10 80 01 Other Specialties 40 DIVISION 11 40 1100 00 EQUIPMENT&APPLIANCES 40 11 30 01 Residential Equipment 40 11 52 01 Audio Visual Equipment 40 11 61 01 Broadcast,Theater, Stage Equipment 41 1166 01 Athletic Equipment 41 11 68 01 Play Field Equipment&Structures 41 1181 19 Vacuum Cleaning Systems 41 DIVISION 12 41 12 00 00 Furnishings 41 12 17 01 Art Glass 41 12 20 01 Window Treatments 41 12 30 01 Casework 41 12 36 01 Countertops 43 12 48 01 Rugs & Mats 44 12 50 01 Furniture 44 DIVISION 13 44 13 00 00 SPECIAL CONSTRUCTION 44 13 17 01 Tubs & Pools 45 DIVISION 21 45 21 00 00 FIRE SUPPERSSION SYTEMS 45 DIVISION 22 45 22 00 00 PLUMBING—Design Build 45 22 02 01 Plumbing 46 5 22 04 01 Plumbing Supervision 46 DIVISION 23 50 23 00 00 HVAC—Design Build 50 23 02 01 HVAC 50 23 04 01 HVAC Supervision 50 23 72 01 Air-to-Air Energy Recovery Ventilation System (ERV) 51 23 81 43 Air-Source Heat Pumps 51 23 84 01 Humidifying/Air Cleaning 53 DIVISION 26 53 26 00 00 ELECTRICAL—Design Build 53 26 02 01 Electrical 53 26 04 01 Electrical Supervision 53 26 3101 Photovoltaic Collector System 55 26 32 01 Emergency Power Generator Package (Alternate) 55 26 50 01 Lighting, Electrical Bath Fans, Recessed lighting, Specialties 56 26 50 01 Decorative Lighting Allowance 58 DIVISION 27 58 27 00 00 COMMUNICATIONS 58 27 02 01 Low Voltage Data Wiring—Per Plan 58 27 02 02 Low Voltage Voice Wiring—Per Plan 59 27 02 03 Audio &Video 59 DIVISION 28 59 28 00 00 ELECTRONIC SAFETY AND SECURITY 59 28 02 01 Electronic Safety/Fire Alarm &Security Fire Alarm 59 28 02 02 Smoke/CO2 Detectors 60 DIVISION 31 60 31 00 00 EARTHWORK 60 31 04 01 Earthwork Supervision 60 31 10 01 Site Clearing 60 31 20 01 Earth Moving 61 Excavation and Back Fill 61 31 21 13 Radon Preparation 62 31 32 01 Soil Stabilization 62 6 31 35 01 Slope Protection 62 31 37 01 Riprap 62 DIVISION 32 63 32 00 00 EXTERIOR IMPROVMENTS 63 32 10 01 Bases, Ballast, Paving 63 32 10 16 Driveway 63 32 15 40 Crushed Stone Surfacing (Oil/Stone) 63 32 31 01 Fences and Gates 63 32 32 01 Retaining Walls 63 32 80 01 Irrigation 63 32 90 01 Planting 63 32 90 02 Rake, Fertilize and Seed 63 32 90 03 Landscape Installation 64 32 90 04 Existing Plant Materials 64 DIVISION 33 64 33 00 00 UTILITES 64 33 20 01 Well—Per Plan 64 33 36 01 Septic System 64 33 56 01 Fuel Storage- LP Gas- Underground 64 DIVISION 48 65 48 00 00 ELECTRICAL POWER GENERATION 65 48 14 01 Solar Energy Electrical Power Generation Equipment 65 48 14 13 Vacuum Tube Solar Energy Collectors 65 48 15 01 Wind Energy Electric Power Generation Equipment 65 DIVISION 01 01 00 00 GENERAL CONDITIONS 01 01 01 Building Design Design, engineering (as required) drafting and office costs, etc. 01 01 02 Other Design Services 7 Survey—Civil Engineering: Civil Engineer to provide survey for tree clearing, road layout (center line stacking, etc.), contour grade stakes, grade stakes for retaining walls, corners of house and barn. Energy Consultant for energy modeling, review of building envelope details and strategies and recommendation on the air source heat pump sizing, etc. Third Party Rater required for Building code, EPA's Energy Star, Indoor airPlus,WaterSense, Doe's Zero Energy Ready Homes compliance. 01 01 03 Building Permits X Building Permit Gas Permit by Sub X Plumbing Permit by Sub X Electrical Permit by Sub X Septic Permit X Smoke Detector Inspection Fee X Driveway Permit Well Permit X Water Tie In Curb Cut X 5/8"Water Meter Fee X Trench Permit X Fire Alarm Work Permit X Fire Suppression Work Permit Sewer Tie-In Special Permit Demo Permit Cons Corn NOI Cons Com RDA 01 01 04 Permits & Fees Permits and fees included as noted. 01 01 05 Construction Management Construction supervision and oversite for the duration of the project. 01 01 06 Insurance Requirements Liability insurance, vehicle insurance, workers compensation insurance. 01 21 00 ALLOWANCES 01 21 16 Contingency Allowance Not Included. A Contingency of 5% to 10% is recommended for material contingency. If material prices change or fluctuate, this contingency covers those fluctuations. 8 01 30 01 Project Signage WBI will provide construction signing, 3x3 per covenants. 01 31 00 PROJECT MANAGEMENT & COORDINATION 01 31 01 WBI Supervisor, Layout, Field Coordination WBI labor to provide construction supervision onsite and coordination with subcontractors. 01 31 10 Project Management & Coordination WBI labor to provide construction oversite, purchasing material, coordination with subcontractors, coordination with city inspections. 01 40 00 QUALITY REQUIREMENTS 01 40 01 Testing and Utility Fees Concrete testing as required. Soils testing as required for septic. 01 50 00 TEMP FACILITIES AND CONTROLS 01 50 01 Temp Facilities and Controls Provide temporary services and controls (including fuel &temporary power) consisting of: X Temporary toilet (Port a Potty) X Operable sill cock for site use X Temporary Lights/Strings __Stove gas or electric Circuit X Dedicated 20 AMP Circuit at each level X Temporary electric heat with thermostat. X Sink X Temporary warm air furnace with thermostat X Temporary electric service X Crane Snow& Ice Removal During Construction: Shall be provided on an as needed basis by WBI at an established cost per event. WBI will instruct laborers, site contractor or subcontractors on site to provide these services as instructed by the Project Manager. Snow removal will be directed by WBI as required for egress and to continue work as needed. Subcontractors are responsible for clearing work areas where their work is taking place, including home perimeter, decks, steps, roofs and floors. 01-70-00 EXECUTION & CLOSEOUT REQUIRMENT 9 01 70 01 Execution & Closeout Requirement Punchlist walkthrough at project completion prior to owner walkthrough. Owner to walkthrough upon all work being completed. 01 71 00 EXAMINATION & PREPARATION 01 71 01 General WBI Labor Supplemental labor required to provide clean up, miscellaneous infill labor between trades. 01 71 02 Site Prep/ Mobilization-Mats 01 74 00 CLEANING & WASTE MANAGEMENT 01 74 01 Final Cleaning Construction cleaning upon completion of all work. Wright Builders, Inc. prefers the use of non-toxic, environmentally safe cleaning products for all interior cleaning. X Wash New Windows X Clean &Wipe interior&exterior of cabinets X Wipe Walls &Trim X Clean &Wipe Counters & Shelves X Broom Cleaning X Damp Mop Floors X Wipe Plumbing Fixtures 01 74 02 Waste Management Construction waste management& disposal, including dumpster, hauling, dump fees etc. DIVISION 03 03 00 00 CONCRETE NOTE: Maintain caution tape or fencing barriers installed while on site. 03 30 01 Cast in place - See also Section 07 21 02 Footing 8"x 16" Reinforced concrete footings 3000 lb. Mix with approximately 2 x 3 keyway and two each #3 (3/8) reinforcing bars continuous. 10 Walls 8" Concrete frost walls, 3000 lb. Mix minimum reinforced with two#3 (3/8) bars each, top and bottom. Protect all concrete from extremes of temperature. Galvanized anchor bolts every 4' O.C. and within 2' of corners. Piers All in one footing tubes, with footing or"Big Foot" or equal footing assembly, 3000 lb. mix reinforced with three @#3 bars. Piers to extend to below frost level or a minimum of 4' below the original grade and to be 4" below new finish grading with one anchor bolt. Alternative: Helical driven piers for exterior deck foundation posts. First Floor Slab 4" Concrete slabs, 3500 lb. mix minimum atop vapor retarder, reinforced with welded wire mesh steel trowel finish, prepare for finished exposed concrete. Provide 3"foam joint at perimeter and caulk after completion. See 07 26 01 Vapor Retarder. Sawcut joints equally spaced in each room and maximum of 10'x12' maximum. Verify in field locations with WBI PM and provide cutting immediately following pour as soon as possible to minimize chance of erroneous cracking. Prosoco Consolideck ColorHard Colorant and LS Hardener, penetrating translucent color dye for concrete and hardener. Voc and phthalate free. Provide a sand finish, approximately 800 grit. Provide 3 samples of color options with sand finish. Garage Slabs (Alternate) 4" Concrete slabs, 3500 lb. mix minimum with welded wire mesh atop vapor barrier, see 07 26 01. Provide '/" expansion joint at perimeter, and pitch 1" in 12'0" under garage door. Steel trowel finish. Includes 6" x 24" outside apron, pitched 1"to meet asphalt driveway, with broom finish and wire reinforcing. Sawcut slab in 10'x12' max pattern. Isolation rings at columns. NOTE: Due to minimal pitch some minor puddles may occur. 03 80 01 Concrete Cutting & Boring Saw concrete slabs, and remove debris as required. Protect against water damage. Boring of holes through walls. DIVISION 05 05 00 00 METALS 11 05 13 01 Structural Steel Metal joist hangers per plans or as required by Code. DIVISION 06 06 00 00 WOOD & PLASTIC & COMPOSITES 06 04 01 Supervision of Carpentry Supervision and coordination of carpentry labor specifically assigned to WBI. 06 10 01 Rough Carpentry Labor-WBI Labor Miscellaneous rough carpentry labor specifically assigned to WBI. 06 10 02 Rough Carpentry Materials Rough Carpentry Materials, Misc. Fasteners, Specialty Metals and Other metal items required by plans, specifications, and code. 06 10 03 Rough Carpentry Sub Labor Subcontracted rough and finish labor to complete structure. Include all pneumatic nails to fit your equipment. Rough Labor--All labor to bring project to a weather tight shell with exterior doors and windows installed and shimmed including all exterior trim, blocking and Vicor flashing or equal around windows and doors, installed, but excluding roofing. Cut and frame in all chimney openings, chases, hearth cut outs, scuttle holes and related or similar work. Work includes patching subfloors, ready for underlayment. All cutting and reframing to be ready for drywall, required by the intent of the plans, specifications or documents are to be included. NOTE: All framing is to meet or exceed Energy Star requirements. See below for some general requirements. NOTE: Framing subcontractor is responsible for clearing snow from the decks &work surfaces of the building &from their materials. Wright Builders is responsible for keeping the site clear of snow for the purposes of construction. NOTE: Framers are to assist insulation installers with assuring that AIR BARRIERS are fully aligned. See section 07 20 00 and examples below for know areas that require attention: Walls: Walls behind showers and tubs Walls behind and surrounding fireplace insert Wall adjoining porch roof Staircase walls Double walls Garage rim/band joist adjoining conditioned space All other exterior walls 12 Floors: 2nd Floor framing Ceilings: Dropped ceiling/soffit below unconditioned attic Sloped ceilings All other ceilings All sill plates adjacent to conditioned space sealed to foundation or sub-floor with caulk. Foam gasket also placed beneath sill plate if resting atop concrete or masonry and adjacent to conditioned space. Install a gasket to prevent air leakage and seal all exterior wall sill plates to the sub-floor or foundation to prevent air leakage All exterior corners shall be constructed to allow access for the installation of>_ R-6 insulation that extends to the exterior wall sheathing. WBI default for Energy Star compliance is standard- density insulation with alternative framing techniques using three studs per corner. Insulated headers shall be minimum R-5 using continuous rigid insulation sheathing except where the framing plan indicates that full-depth solid headers is the only acceptable option because of structural requirements. Framing at windows shall be limited to a maximum of one pair of king studs and one pair jack studs per window opening to support the header and window sill. Additional jack studs shall be used only as required by code or as needed for structural support and cripple studs only as needed to maintain on-center spacing of studs. Install ladder blocking, full length 2x6 or 1x6 furring behind the first partition stud to allow for insulation to run behind interior/exterior wall intersections. Deck Labor—Option-Install all materials required for layout, attachment and construction of decks, related flashing, stairs and piers, modification of house siding, trim as needed. Floor Framing— Per Plan Floor framing to be#1 and #2 KDS with built up timbers as required at 2 x pressure treated sill with foam sill sealer. Nailing per code, and joist hangers where not supported from below. Interior Wall Frame— Per Plan Interior partitions to be#1 and#2 KDS with nailing per code. Size Spacing Typical 2 x 4 16" OC Plumbing Wall 2 x 6 16" OC Exterior Wall Frame— Per Plan Exterior walls to be#1 and #2 KDS with 2 rows of approved acoustical sealant under plates and nailing per code. P.T. plate when in contact with concrete. Size Spacing House Wall, Double Wall 2x4 2x4 16" OC Garage Wall 2x6 16" OC 13 Flashing at bottom of exterior walls as required for positive drainage. Fully sealed continuous drainage plane behind exterior cladding that laps over flashing. Window and door openings fully flashed. Set all sills on foam sill seal or EPDM. Ceiling Framing— Per Plan Ceiling framing to be#1 and #2 KDS with nailing as per code and joist hanger where not supported from below. Size Spacing 2x4 16" O.C. 2x6 16" O.C. Roof Framing— Per Plan See Roof Trusses. Blocking Location Size Block Height to top of block Base Cabinet 2x N/A Wall Cabinet 2x4 58" Medicine Cabinet 2x4 RO Bathrooms 2x12 40" O.C. Drywall Prep 2x All corners, walls and ceiling Stairway 2x Fire blocking 2x Each open floor level Handrails 2x10 30" O.C. Scuttle Hole &Access Panels Provide framed openings for all designated and code required access panels. Locations and preparation for finishes and insulation. Miscellaneous Materials Miscellaneous materials not covered in other sections. 14 06 10 04 Equipment Rental for Carpentry Temporary equipment rental as required to complete the work in 06 00 00. 06 10 53 General Labor-WBI Labor General labor specifically assigned to WBI. Miscellaneous general labor, clean-up, hauling, etc. Owner/Tenant is expected to move and secure all contents and belongings and protect from dust and other construction circumstances. 06 16 01 Wall Sheathing Sheathing installed horizontal with nailing per code. Note: Maximum nail head set to 1/8". Any overdriven must be treated by framer with approved tape at framer's expense. PS1 or PS2,as appropriate,and made with moisture-resistant adhesives as indicated by"Exposure 1"or"Exterior"on the American Plywood Association(APA)trademark Type I—'/�" Huber Zip System For Zip wall sheathing see Installation Manual for require nailing size and patterns! Pay particular attention to shear wall requirements. Plywood Subfloor/Underlayment Sub floor glued and nailed to joist per code and according to schedule and good construction practice. PS1 or PS2,as appropriate,and made with moisture-resistant adhesives as indicated by "Exposure 1"or"Exterior"on the American Plywood Association(APA)trademark Use Material Adhesive Supplied By Installed By NOTES Sub Floor 3/4"T&G Loctite Wright Builders Rough Patching including tub Advantech Adhesive Carpentry by Framer deck/stair Framer Tub '/" National Thinset Tile Contractor Tile Deck/Step Gypsum- adhesive Contractor Underlayment "Perma Base"or equal over 3/4" plywood by framer Floor Tile 1/2" UL Exterior Tile Contractor Finish Patching Underlayment Plywood Grade Wood Carpentry sub floor Glue by Tile Contractor Roof Sheathing Sheathing installed horizontal with nailing per code. PS1 or PS2, as appropriate, and made with moisture-resistant adhesives as indicated by"Exposure 1" or"Exterior" on the American Plywood Association (APA)trademark. Maximum nail head set to 1/8". Any overdriven must be treated by framer with approved tape at framer's expense. House &Garage - 5/8" Huber Zip System, taped with clips as required. 15 06 17 02 Pre-manufactured Roof Truss (Garage) — Per Plan (Alternate) Roof truss to be installed with diagonal bracing per plan and in conformance with code requirements and manufacture's recommendation. All trusses will include manufacturer's engineering information. All trusses will be carefully lifted into location using manufacturer's recommendation. Truss clips to be installed at all interior walls. Spacing 24"OC 06 17 03 Pre-manufactured Raised Heel Roof Truss (House) — Per Plan Roof truss to be installed with diagonal bracing per plan and in conformance with code requirements and manufacture's recommendation. All trusses will include manufacturer's engineering information. All trusses will be carefully lifted into location using manufacturer's recommendation. Truss clips to be installed at all interior walls. Spacing 24" OC with 1x3 furring 16" OC interior 06 18 01 Manufactured Joist System — Per Plan- 2nd floor framing Truss framing per plan. Installed per manufacturer's directions & requirements. Floor framing to be pre-manufactured open web top bearing joist system. Reference plans for recessed/flush headers locations. 06 20 13 Exterior Finish Carpentry: Decks & Porch Finish Work (ALTERNATE) ALTERNATE for All DECKS (Assigned to Rough Carpentry) Install pressure treated framing with support and concrete piers. Install decking, rails and balusters with trim per plan. All wood decking, rails and balusters shall be installed using stainless steel fasteners. All composite decking shall be installed using TrapEase deck screws and shall adhere to all manufacturer's requirements for installation. All connectors to be Simpson Strong Tie, Z-max galvanized or equal. Post 4x4 Pressure treated, .060 below grade, .040 above grade Joists 2x6 Pressure treated Decking 5/4 x6 composite Trex Select or equal Treads 5/4 x6 composite Trex Select or equal Decking Fasteners 1/4" board spacing and trex hidden fasteners Skirt Hardie for ground contact Risers 1x8 Trex Select or equal 16 Stringers 2x12 (Pressure treated)and appropriate hardware NOTE: SS nails for wood, coated screws for synthetic/composite. Exterior Siding and Trim Finish Carpentry Sub Labor Siding Labor—All labor to install siding including drip caps, step flashing, light, silcock and venting blocks and caulking as required. Deck/Porch Labor— Install all materials required for rails and trims of decks, modification of house siding, trim as needed. NOTE: Exterior siding and trim subcontractor is responsible for clearing snow from the work surfaces of the building &from their materials. Wright Builders is responsible for keeping the site clear of snow for the purposes of construction access. 06 20 21 Interior Finish Carpentry Labor-WBI Labor Miscellaneous finish carpentry labor specifically assigned to WBI. 06 20 23 Interior Finish Carpentry Sub Labor All labor to bring project to complete finish or as necessary including baseboard, casing, sills, aprons, built-ins, window seats, stairs, rails, wall caps, mantels, cabinets, vanities, counters, vanity tops, interior doors, door hardware, stops, bath accessories, wood closet shelving and rods, and any interior wood and wainscot or ceilings. Install underlayment's where required by other sections. 06 22 01 Millwork Fabricate and install built in millwork features where shown on the plans. Includes benches at family room fireplace, bench in mudroom, dining room banquette. Interior Trim — Princeton Prime Lock Plinth Block none Casing corner blocks none Jamb type Double rabbeted paint grade, finger joint. Side Casing size and type 5/8"x 2" Poplar primed. Head Casing (interior doors) 5/8"x 2" Poplar primed. Baseboard size and type '/%" x 2.5" Poplar primed. Stool type 1x10 poplar with bullnose, scribe in field. Apron at Stool 5/8x2" Poplar primed. Extension Jambs: Drywall returns within window and door openings 17 Window Heads: Drywall returns within window and door openings Exposed Shelving & Main Bedroom Closet (except closed closets) Shelves 3/" Poplar/birch/maple plywood G1S with solid pine/poplar edge, Painted. Adjustable tracks K.V. steel or fixed See section 10 57 01 for closet systems. Wood Stair Treads and Rails NOTE: Treads to be installed by finish carpenter, finished by flooring contractor. Other stair parts installed by finish carpentry and finished by painter. Treads 1 1/16"x 11 %"oak treads Risers 1 x10 poplar for paint 6040 Skirts 1x12 poplar for paint Newel post NA Balusters NA Rail included: Brosco Wall Rail 6040 oak round rail 3027 Brackets Allowance included: Brosco Wall Rail Bracket, 1 sh Black 3027 Black Rosettes N/A Rail/Wall Caps Closed rails assumed. Cap 1x8 red oak Molding '/2"x 11/16"oak scotia DIVISION 07 07 00 00 THERMAL & MOISTURE PROTECTION 07 10 01 Damproofing & Waterproofing Not required for slab on grade. Waterproofing not required at garages. 07 20 01 Insulation-WBI Labor Insulation installed by WBI labor. Itemize locations where subs will not perform insulation work. 18 07 20 02 Insulation Materials Insulation Materials supplied by WBI. Itemize locations where subs will not perform insulation work. 07 20 03 Insulation- Subcontractor Seal all gaps, and holes to unconditioned space with caulk or foam prior to insulation installation. NOTE: All insulation work is to meet or exceed current Energy Star performance standards as applicable. Installation quality level to Grade 1 . NOTE: Insulation installers are to assure that AIR BARRIERS are fully aligned. See examples below: Walls: Walls behind showers and tubs Walls behind fireplaces Attic knee walls/Sloped Attics Skylight shaft walls Wall adjoining porch roof Staircase walls Double walls Garage rim/band joist adjoining conditioned space All other exterior walls Floors: Floor above garage Cantilevered floor Floor above unconditioned basement or vented crawlspace Ceilings: Dropped ceiling/soffit below unconditioned attic Sloped ceilings All other ceilings Roofs: Flat roofs. See section 07 50 01 . 07 20 04 Floor Under slab Insulation Concrete floors to receive rigid insulation under 12 mil vapor barrier. Step insulation up over foundation ledge to ensure thermal break. Under slab thickness and R Value 4"XPS (Formula-R) R-20 07 20 05 Basement Wall Insulation — See Sections 03 40 01 & 03 31 01 Cast in Place Concrete Walls Concrete walls &slab edge to receive 3" Dow xps rigid Foam Sheathing, vertical, R-15. 07 20 06 Exterior Walls 19 Exterior walls to receive Class I cellulose fiber insulation with vapor retarder via Certainteed Membrain or equal. Minimum dense pack density is to be 4 pounds per cu ft. Extra measures to be taken to avoid pillowing. Tape all vapor barrier holes and penetrations Double 2x4 Walls : Fill with dense packed cellulose R-36 Sloped Ceilings Sloped ceilings to receive Class I cellulose fiber insulation with continuous Proper Vents with vapor barrier. Proper vents and poly to be installed by insulator and then furred by builder before insulating. Knee wall spaces require fire rated poly. R-68 (16") insulation, vented assembly. Flat Ceilings below Attic Spaces Flat ceilings to receive blown cellulose insulation with poly vapor barrier. "Proper-Vent" all vent spaces for continuous air flow. Type and R value Blown cellulose insulation R-68 (19") NOTE: No blown fiberglass. Scuttle Holes, Attic Doors &Whole House Fans Insulate all scuttle holes and access panels with rigid insulation and weather strip openings. Type and R Value 6" Foil faced, R-43 using three 2" pieces laminated together Pipe Chase, Vent Ducts Wrap all ducts that are vented to the exterior with insulation, duct wrap and tape joints. Runner and Blockers Flash foam with 4" Demilec HeatLok closed cell foam at 2nd floor perimeter. Sound Walls Sound walls, including all duct chases, plumbing chases, bathroom walls and ceilings, mechanical room walls and ceilings, and any joist bay locations with waste or water piping to receive fiberglass insulation. Amount 3 1/2" R-11 STC Rating 35 Window and Door Sealing Seal/Insulate around all doors and windows/skylights in controlled space with non-expanding environmentally safe spray foam. Interior Wall top Plate Sealing — Energy Star Requirement 20 Sheetrock sealed to top plate at all attic/wall interfaces using caulk, foam, or equivalent material. Before insulating the attic, seal all top plate to interior cladding connections, from the attic above, with latex foam or caulk to stop air leakage between conditioned and unconditioned space. 07 26 01 Vapor Retarders All wall vapor retarders are CertainTeed Membrane, unless indicated otherwise. Under slab vapor retarders to be 12 mil Stego (or equal). All seams to be lapped per manufacturer requirements. All penetrations sealed around penetrating object. Window Wrap To be Vicor or equal flexible tape all sides. Install base flashing with back dam and end dams. 07 27 01 Wind block/Air Barrier Integral to Zip System sheathing, with all joints taped with appropriately compatible tape. NOTE: It is important that the drainage plane be continuous and shed water to the exterior at all seams and laps. Air Sealing/Air Barrier-AeroBarrier air sealing, starting at 3-5 ACH50 down to 0.4 ACH50. 07 30 00 ROOFING (SLOPED) 07 30 01 Roofing (Sloped) See Sections: 07 60 01 Sheet Metal Flashing and Trims 07 70 01 Gutters and Downspouts 07 30 02 Roof Material — Sloped Asphalt Shingles Underlay all slopes under 4/12 with ice and water barrier. Underlay all valleys with ice and water barrier. Flash all skylights, chimneys roof deck penetrations with self-sealing bituminous membrane before installing metal flashings. Note: Roofing subcontractor is responsible for clearing snow from the roof surfaces of the building &from their materials. Wright Builders is responsible for keeping the site clear of snow for the purposes of construction. Typical Life years 30 (Warranty varies by manufacture and is prorated. Brand Tamko, IKO or equal Style Architectural (no shadow line) Color TBD Valley Closed Cut 21 Pipe Flashings Included Roof to wall vent Required where roof meets a wall. Step and kick-out flashing at all roof-wall intersections, extending >_4" on wall surface above roof deck and integrated with drainage plane above. Roof Accessories Location Material Color Style/Size Ridge New only Nylon Charcoal 10" roll vent Soffit NA Gable NA Metal Work -- Drip Edge, Flashing, Caps Install clean unblemished break-formed or pre-manufactured drip edge, flashing, valleys and wall flashing where required. Material Gauge Color Style/Size Drip Edge Aluminum 0.019 TBD L+R5"D Style Step Flashing Aluminum 0.019 TBD 2-1/2"x2-1/2"x7" Wall Flashing Aluminum 0.032 TBD 4"X5" custom Valleys NA Plumbing Flanges Aluminum standard mill finish 2-4", 1-3" minimum NOTE: Verify colors NOTE: All flashing to be installed under original siding. NOTE: All plumbing flanges to be located and installed during roofing. 07 46 00 SIDING & TRIM 07 46 01 Siding & Trim-WBI Labor 07 46 03 Siding & Trim- Subcontractor Install all siding, trims and associated flashings. 07 46 04 Wood Siding 1. Siding Type Vertical Channel Rustic 5/8", Standard grade, pre-primed 4 sides 1. Exposure Per sample 22 Fasteners stainless steel nails Drainage Plane: Cedar Breather behind siding installed by siding contractor. Siding installer to seal all end and cut joints prior to install. Exterior Trim NOTE: All field cuts to be primed by carpenter before installation. Fascia 1x8 EWP, primed 4 sides Eave Soffit Hardie Soffit, vented, with batten strip at 4' o.c.approx. Rake Soffit Hardie soffit, unvented, with batten strip at butt joints. Casing NA. Sill By window manufacturer, aluminum prefinished. Fasteners 8p decking style SS nails Corner Boards NA Frieze Boards None Water Table None Other Trim EWP, primed 4 sides. Exterior Porch Porch Ceiling 1x6 paint grade pine edge & center bead pre-primed beadboard Porch floor Trex Select(see division 6 above) or equal Porch Post 1x EWP wrap, primed 4 sides., verify Rails NA Balusters NA 07 70 01 Gutters and Downspouts Entry Porch Only: Install seamless gutters and premium downspouts and discharged at grade, turned away from foundation. Splash blocks other than noted on plans, or outflow extension by Owner. Hanger should be spaced and sized for the appropriate condition. Style 5"K-Style , 6"if required by volume Gauge .032 23 Downspouts 2x3.027 Material Aluminum Color T.B.D. A: Install gutters and downspouts so that they terminate at least 5 ft. away from foundations. or B: Install gutters and downspouts that terminate to an underground catchment system at least 10 ft. away from foundations. or C: An alternative option to gutters is to deposit rainwater to a grade- level rock bed with a waterproof liner and a drainpipe where water terminates on a sloping finish grade at least 5 ft. from foundation. or D: If a rainwater harvesting system is installed, properly design the drain to adequately manage the overflow, and meet the discharge-distance requirements above. NOTE: Gutters require maintenance and ongoing repair due to weather condition. Scope of work to be verified with WBI Foreman. 07 84 01 Firestopping Provide firestopping where required by code. 07 92 01 Joint Sealants Caulks/Sealants/Adhesives An elastomeric caulking is required for bottom plates to subfloor/slab per EnergyStar. Plates in contact with foundation also require a capillary break and gasket. Use EPDM rubber gasket beneath the PT sill plate. Interior: Latex or paintable silicone Exterior: Latex or paintable silicone Liquid Nails or equal or as required by floor sheathing specifications, when gluing subfloor to joists Elmer's or equal when gluing underlayment to subfloor Locktite or Magnum 44 glue or approved equal for Advantech sheathing DIVISION 08 08 00 00 OPENINGS NOTE: All fenestration products must meet or exceed Energy Star requirements. NOTE: U-value and the Solar Heat Gain Coefficient (SHGC)for doors apply to the whole door, not just the glazing portion. NOTE: All window and doors to be flashed with Vicor or equal before trim & siding installation. 24 NOTE: The head flashing is required to be cut into the Housewrap to maintain continuity in the drainage plane. Notice to vendors and subcontractors: Vendors and subcontractor shall provide pricing breakdown (material and labor), required company certifications and/or registrations &detailed product information at time of quotation in such a way as to comply with federal standards for tax credits and utility documentation requirements for rebates. Exterior Doors Exterior doors to be insulated and have standard builder's hardware unless noted otherwise. Include construction cores unless noted otherwise. Qty Location Door Brand Model I # Jamb Remarks # Boring 4 Entry Doors See Hawkeye Classic Clad MNF. 4 No grills Plan 1/2" 1 Garage Entry See Therma-Tru S104 2 6 No grills Plan Smooth-Star 9/16 1 Garage door See General Door Newport 138 na Plan Flush 08 16 00 Exterior Doors Garage Passage Door(Alternate) Material: Fiberglass Brand: Thermatru Style: Smooth-Star S104 Glass: Clear, %glass unit. Handleset: Millennium Black Deadbolt: match handleset. 25 08 16 01 Composite Interior Doors Closet Doors Material Hardboard Primed Hardboard Brand JeldWen or equal. Style 1-3/8"Flush (flat/smooth) , pro-core/solid core Jamb Double rabbetted P.G. Passage Doors Material Hardboard Brand JeldWen or equal. Style 1-3/8"Flush (flat/smooth) , pro-core/solid core P/6" Thick Jamb Double rabbetted P.G. ProCore 08 31 01 Access Doors and Panels 08 36 01 Panel Doors- Garage Door/Opener (ALTERNATE) NOTE: Low voltage wiring by electrical contractor, to power wiring location provided under electrical contract. Install garage door, openers, and appropriate stops. Manufacturer General Door Corporation Door Type Newport 138 Flush Material Textured steel Size 16'x7' Insulation 1 3/8" R5.9 Windows Optional Prefinish Color Black Lock N/A Manufacturer's Warranty 1 year limited warranty and lifetime rust through warranty 26 spring Opener Type Chamberlain Model 3/4 HP#3275 chain drive or% HP belt drive 3585 (for wood doors) Safety Feature The Protector System Wireless keyless entry Optional #of hand held transmitters 2 with Rolling Code Technology Manufacturer's Warranty Lifetime motor and belt warranty 1 year on all other parts 08 50 00 WINDOWS 08 50 01 Metal Windows, New Construction or Replacement 08 50 02 Wood Windows, New Construction or Replacement 08 50 03 Metal Clad Wood Windows & Doors Manufacturer: Hawkeye Model: Classic Wood- Clad 92 System Frame: Standard Ovolo Frame, Wood w/Aluminum Cladding Exterior Finish: Jet Black Fine Texture Powder Coat, RAL 9005 + 11111 Interior Material: Clear Pine surface, finger jointed structure. Interior Finish: Clear Pine /Aqua Oil Finish Sill: Aluminum integral sill flashing with end dams. Depth: 3-5/8"without aluminum clad. Fittings: Siegenia or G-U Handles: Hoppe, Secustik, Luxembourg r1 . . .. Handel Color: Matte Black Air Permeability: Class 4, tested to 12.5 psf(70 mph)wind, 4.95 cu ft/h/sf for fixed, 6.6 cu ft/h/sf operable. Thermal Insulation: U-0.14 Btu/h x sf x F Warm Glass Spacers, added seal. Fixed Windows fastened with straps. Hardware operation: Tilt-turn two-way pivoting multi-point locking hardware on operating windows Tilt operation on windows H2 and J6 Tilt/Slide operation on patio doors E101 and E103 Inswing entry doors E100 and E102 Screening Scope: Window screens o Manual pull down roll screens on tilt/turn windows Fixed panel screen on tilt windows H2 and J6 Manual side roll screen for tilt/slide doors E101 and E103 Sill pans to be color matched aluminum sill pans for windows Mill finished deck plate type sill pans for tilt/slide doors and entry doors Will include clips and installation screws Sill pan projection for windows and doors to be 10 1/4" 27 08 70 00 HARDWARE 08 70 01 Entry Lock Set Provided by Hawkeye to match all other exterior doors. Manufacturer: Hoppe Model: Secustik,Luxembourg Color/Finish: Matte Black Passage Set All hardware to be standard bored-in type. Brand Schlage Series Residential-J10SOL622COL Style Solstice Door Handing Verify in field Finish Black Backset 2-3/8" Bed/Bath Privacy Set All hardware to be standard bored-in type. Brand Schlaqe Series Residential-J10SOL622COL Style Solstice Door Handing Verify in field Finish Black Backset 2-3/8" All hardware to be standard bored-in type. Single Dummy All hardware to be standard bored-in type. Brand Schlage Series Residential-J10SOL622COL Style Solstice 28 Door Handing Verify in field Finish Black Backset 2-3/8" Other Hardware (as applicable) Pocket Doors Stanley PD250-61 pull Pocket Doors Stanley PD250-62 latch Pocket Door Sliding Door Frame Ledco2000 series note:for#150 lbs or Johnson or Equal Bypass Door Track Ives or Johnson or Equal Door stops Ives basemount Black 08 80 02 Mirrors Supplied by owner, install by WBI. 08 90 01 Louvers & Vents Wall vents painted to match siding. DIVISION 09 09 00 00 FINISHES 09 20 01 Plaster & Gypsum Board Completely review Section 06 16 01 — Subfloor/Underlayment/Backer for additional responsibilities for this work. Walls All new interior walls and surfaces to receive'/2" standard drywall taped with three coats and finished smooth ready for paint by others. This work is not typically painted unless specifically indicated here and in the painting section. Installer will be responsible for repairs around outlets, switches and light boxes as needed. Install 48" and 54" boards for first floor, minimize joints. Ceilings All new ceilings to receive '/2" standard drywall taped with three coats and finished smooth ready for paint by others. 29 Baths Interior of all bathrooms to receive '/2" drywall walls, and ceilings taped with three coats and finished smooth ready for paint, except as noted below. Fill around fiberglass tub/shower units with Durabond and flat tape smooth and ready for paint. Ceilings '/"standard drywall Walls %" MR Drywall Note: Cement board or equivalent moisture-resistant backing material installed on all walls behind tub and shower enclosures composed of tile or panel assemblies with caulked joints. Paper-faced backer board shall not be used. Fire Barriers Provide continuous 5/8" drywall on garage surfaces adjoining house, fire taped one coat only but unfinished. This is not a paint finish. This work is not typically painted unless specifically indicated in the painting section. Other garage surfaces to remain unfinished. Provide '/2 drywall to underside of floor trusses and nominal framing less than 2x10. Structural wood beams do not require being wrapped unless noted otherwise. OPTION: to prime coat for paint. Finish at additional cost. Tiled walls, ceiling and tub decks Install '/" GP Dens-Shield or Durrock over all surfaces to receive tile holding the material back '/2" from the edge of the tile. 09 30 00 TILING NOTE: all layouts and patterns to be provided by tile vendor/installer supervised and verified in the field by Foreman. Wall backer underlayment provided and installed by drywaller except as noted. Note: Cement board or equivalent moisture-resistant backing material installed on all walls behind tub and shower enclosures composed of tile or panel assemblies with caulked joints. Paper-faced backer board shall not be used. 09 30 01 Floor Tile Material allowance: $12/sq ft. Layout drawings, bullnose/corners, etc Note 1: Grout sealer is to be included. Note 2: Baseboard is to be installed prior to floor tile 09 30 02 Bath Floors 30 Material allowance: $12/sq ft. Layout drawings, bullnose/corners, etc Note 1: Grout sealer is to be included. Note 2: Baseboard is to be installed prior to floor tile Location 2nd Floor Bathrooms (two rooms) Brand Color Size Type Grout type Latex Grout color Bullnose None Pattern One color 09 30 03 Bath Wainscoting 09 30 04 Shower Floors 09 30 05 Shower Walls Install standard color range tile to ceiling atop substrate by drywall sub. NOTE: Grout sealer is to be included. NOTE: Install waterproofing before tile application. Location Main Bathroom Tile Height to ceiling Brand Florida Tile Style Time 2.0 Color TBD Size 24x24 Type Natural Finish, Through Body Porcelain Floor and Wall Tile, Grout type Latex Grout color Bullnose None Pattern One color Waterproofing System Kerdi Note: Cement board or equivalent moisture-resistant backing material installed on all walls behind tub and shower enclosures composed of tile or panel assemblies with caulked joints. Paper-faced backer board shall not be used. 31 09 30 06 Tub Deck/Skirt/Walls Install tile on tub skirt and wall to ceiling and step atop substrate by drywaller. NOTE: Grout sealer is to be included. Location Main Bathroom Tile Height to ceiling Brand Florida Tile Style Time 2.0 Color TBD Size 24x24 Type Natural Finish, Through Body Porcelain Floor and Wall Tile Grout type Latex Grout color Bullnose None Pattern One color Waterproofing System Kerdi Note: Cement board or equivalent moisture-resistant backing material installed on all walls behind tub and shower enclosures composed of tile or panel assemblies with caulked joints. Paper-faced backer board shall not be used. 09 30 07 Kitchen Backsplash Not applicable. 09 30 08 Hearth & Backer Tile - Alternate Install tile on small backsplash, radius or method to raise above counter top. Material allowance: $12/sq ft. Layout drawings, bullnose/corners, etc NOTE: Grout sealer is to be included. Locations Living Room Brand Color Size Type Grout type Latex Grout color Bullnose TBD Pattern One color 09 64 01 Wood Flooring —Hardwood Pre-Finished or Field Finished, TBD. Install flooring and landings with minimum '/" clearance at edges and prepared for finish baseboard installation atop floor. Sand and finish with three coats clear finish. Sand and finish treads with 3 coats clear finish. 32 Location: 2nd Floor hallway, bedrooms &studies. See Plan. Type Prefinished red oak hardwood, select&better, Size 4-1/8"wide Finish VOC free, clear. Loba or equal Sheen Matte NOTE: Finish flooring is typically laid long direction in the room and across the joist direction but should be verified. 09 70 00 WALL FINISHES 09 91 00 PAINTING NOTE 1: Paint new and disturbed surfaces corner to corner unless otherwise noted. NOTE 2: For all painter's work, regardless or source, sheen levels noted in our specs prevail regardless of who is providing the painter's work. No performance or appearance guarantee is available for other sheens or finishes. NOTE 3: If some or all of the scope of painter's work is provided by owner or owner's contractor, please note that all manufacturer's painting requirements must be met in order to preserve the value of the product's warranties. All doors and windows must be properly and completely sealed, including all coats of finish application on all faces of doors and windows. Seal inside of boring on doors. NOTE 4: Wright Builders has no warranty responsibility for work it does not furnish. Should drywall repairs require painter's work, and painter's work is not part of Wright Builders contracted scope, there will be no compensation for repainting. NOTE 5: For owner supplied painter's work, drywall surfaces are considered acceptable and accepted by the owner when paint is applied. 09 91 13 Exterior Painting Exterior Body Apply penetrating stain on all exterior body surfaces, semi-transparent, using Benjamin Moore or Cabot standard range of colors. Precoating: 1 coat factory prime coat Finish 1 coats Sheen N/A Color TBD 33 NOTE: apply 2nd coat after installation. Siding installer to seal cut joints prior to install. Exterior Deck/Porch Floor Apply penetrating stain on all exterior body deck and deck component surfaces, semi- transparent, using Benjamin Moore or Cabot standard range of colors. Finish 2 coats Sheen N/A Color TBD Exterior Trim NOTE: all field cuts to be primed by carpenter prior to installation Provide latex primer and latex finish coats on all exterior trim, fascia, window sash, etc. Stain and seal knots as required and caulk joints to siding manufacturer/trade standard. Prime Field pre-primed, 4 sides Finish 2 coats acrylic Sheen Satin Color T.B.A. Exterior Doors Follow manufacturer's recommendations, utilizing Benjamin Moore or equal standard range of colors. Fully finish all edges. Advise contractor if clearances insufficient prior to application of finish. Prime Factory Finish Not Applicable. By Manufacturer. Sheen Color 09 91 23 Interior Painting Interior Doors Follow manufacturer's recommendations, utilizing VOC free Benjamin Moore Eco Spec or equal standard range of colors for paint baseel Mai—. Fully finish all edges. Advise contractor if insufficient prior to application of finish. Prime 1 acrylic Finish 2 coats acrylic 34 Sheen Satin Color Interior of Windows Factory Finish by Manufacturer See windows above. Interior Walls Interior walls and ceilings receive prime and finish coats, utilizing VOC free Benjamin Moore Eco Spec or equal, in manufacturer's standard color range. Prime One coat acrylic Finish 2 coats acrylic Sheen Flat(no option) Color 4 colors (only 1 color per room) NOTE: All walls require a stain blocker primer over moisture resistant drywall. Interior Ceilings Interior ceilings receive prime and finish coats, one color throughout, utilizing VOC free Benjamin Moore Eco Spec or equal, in manufacturer's standard color range. Prime One coat acrylic Finish 1 coats acrylic Sheen Flat(no option) Color ceiling white NOTE: All ceilings require a stain blocker primer over moisture resistant drywall. Casings, Baseboard, Shelving, Risers, Skirt Boards Casings, baseboards and miscellaneous trim including windows to receive prime and finish coats utilizing VOC free Benjamin Moore Eco Spec or equal in manufacturer's standard range of colors for paint. Prime One coat acrylic(Benjamin Moore "Fresh Start" or equal) Finish 2 coats acrylic Sheen Satin Color 1 color only 35 Handrails, Caps, and Closet Poles Handrails, wall caps, etc., for natural finish use Vermont Natural Coatings PolyWhey or equal for water based stain. Stain None, clear natural. Finish 3 coats poly Sheen Satin Masonry Sealer-See 04 01 01 Provide masonry silicone sealer where required and specifically indicated on drawings. 09 94 01 Decorative Finishes DIVISION 10 10 00 00 SPECIALTIES 10 10 01 Information Specialties 10 11 01 Visual Display 10 26 01 Wall and Door Protection Wall bumpers at doors opening against walls. Gatehouse 3" Black Rigid Doors stop. 10 28 01 Toilet & Bath Accessories Installed by Contractor Item Main Bath Powder 2nd Floor 2nd Floor Room Toilet Rm. Bathroom Towel Bars (2) x x x x Furnished by owner Paper Holder(1) x x x 36 Furnished by owner Mirror Size: TBD Size: TBD Size: TBD Size: TBD Furnished by owner SS Surface Medicine Cabinet Furnished by owner Grab Bars Furnished by builder Robe Hooks 2 1 1 2 Furnished by owner Shower Door Yes NA NA Flange Mounted NA NA NA By builder Shower Rod 10 28 02 Glass Shower Partitions Doors NOTE: EDIT FOR JOB SPECIFIC SPEC NOTE: Side filler strips required for fiberglass/acrylic walls. Location Main Bath Tub/Shower Door: Manufacturer Oasis Shower Door Model Frameless Glass Style Frameless Finish Silver Glass type Tempered safety clear Height 7' Finish Bright anodized aluminum Frameless Door and Panel shall be a Frameless Enclosure. Enclosure shall have 3/8"thick safety tempered glass with polished edges. Hinges and handles are to be solid brass and shall be custom plated to match project finishes. All extrusions shall be anodized aluminum to resist corrosion. Mildew resistant Silicone shall be used to seal extrusion to tile. Vinyl or Polycarbonate seals shall be fastened with translucent Very Hi-Bond Double sided Acrylic Tape. 37 Options and upgrades available: 1/2"glass, Towel bar handle, ShowerGuard (surface protectant), Mounting Clips, Obscure & Pattern Glass 10 28 04 Laundry Accessories Built in ironing board Cloths drying Rack 10 30 00 FIREPLACES & STOVES 10 30 02 Wood Fueled Fired Metal Fireplace/Chimney (Alternate) Furnish and install fireplace or stove with all accessories. Furnish and install stainless steel metal chimney including all fittings and fasteners to accommodate structure and meet all building codes. Stainless steel chimney liner, painted black-furnish and install as required for living room chimney. NOTE: See section 07 20 00 for insulation requirements needed prior to fireplace installation. NOTE: Vendor to size the unit in accordance with the heat loss requirement of the space to be heated, to assume proper and comfortable performance. NOTE: WBI Foreman to verify and coordinate all clearances, details and code requirements before installation Notice to vendors and subcontractors: Vendors and subcontractor shall provide pricing breakdown (material and labor), required company certifications and/or registrations &detailed product information at time of quotation in such a way as to comply with federal standards for tax credits and utility documentation requirements for rebates. Required to meet UL 127 certification requirements- Factory Built Fireplaces. Manufacturer: Rais Model: Q-Tee C Soapstone with Pedestal and soapstone surround. 6" chimney vent, Class A UL-103 HT. High Temp. Color: Black Door: Glass Outside Air system: Included Shaker Grate & Ash Pan: Included. Top or Rear Smoke Exit: Top 38 y. iIII .. 10 40 01 Safety Specialties 10 40 03 Fire Protection Specialties- Sprinkler System not included. 10 40 05 Fire Extinguishers- 1 Per Floor, Residential, 5 lb. 10 55 01 Postal Specialties Mail box by owner 10 56 01 Storage Assemblies 10 57 01 Wardrobe and Closet Systems NOTE: Owner to view materials prior to installation. Lee Rowan or equal standard system: Bedroom Closets: (1) 12"shelf with hanger bar Linen Closets: Linen shelves 12 or 16" per plan Hanging Closets: Freeslide 12 or 16" per plan Pantry Shelves: Tight mesh shelves 9,12,16 or 20" per plan Utility Shelves :Tight mesh shelves 9,12,16 or 20" per plan 39 10 80 01 Other Specialties 10 80 01 Pest Control Devices- Not included 10 80 02 Security Mirrors & Domes- Not Included DIVISION 11 11 00 00 EQUIPMENT & APPLIANCES 11 30 01 Residential Equipment Appliances: Not included unless otherwise stated. Owner to furnish, inspect, accept and receive appliances, ready for installation. WBI will assist in the installation of the owner's appliances: as in install them level, square and secured. Owner and owners vendor are responsible for manufacturers suggested adjustments for final installation(s). Notice to vendors and subcontractors: Vendors and subcontractor shall provide pricing breakdown (material and labor), required company certifications and/or registrations &detailed product information at time of quotation in such a way as to comply with federal standards for tax credits and utility documentation requirements for rebates. ® Freestanding Refrigerator(no ice maker) ❑ Freezer(Mechanical Rm?) ❑ 30" Stove (Electric)self-cleaning ® Cook top (Electric)(Induction?) ❑ Double wall oven (Electric) ❑ Microwave ❑ Single Oven (Electric) ❑ Trash compactor(15") ❑ Downdraft cooktop with exhaust ❑ Micro hood ® Kitchen Exhaust Hood ® Dishwasher ® Stack washer/dryer(Electric) (Condensing Dryer?) NOTE: ALL SELECTIONS MUST BE CONFIRMED PRIOR TO FINALIZING KITCHEN PLANS. OWNER RESPONSIBLE FOR RECEIVING APPLIANCES, INSPECTING AND DISPOSING/RECYCLING OF BOXES AND PACKING MATERIALS. 11 52 01 Audio Visual Equipment 40 11 61 01 Broadcast, Theater, Stage Equipment 11 66 01 Athletic Equipment 11 68 01 Play Field Equipment & Structures 11 81 19 Vacuum Cleaning Systems DIVISION 12 12 00 00 Furnishings 12 17 01 Art Glass 12 20 01 Window Treatments 12 30 01 Casework Plan to be prepared showing details, crown molding, soffit configuration, clearance requirements at trim, and to be coordinated with framing. NOTE: Wood cabinetry materials are subject to seasonal movement and change. All products will expand and contract and are subject to trade tolerances. NOTE: Cabinet hardware can cost from $3.00 to more than $25.00 per piece. We include an allowance of$5.00 per piece until a final selection is made, at which time pricing will be adjusted through a change order. Hardware Type Richelieu hardware from Cowl's standard display(note:if buyer does not want this hardware package, all cabinet and drawer hardware can be provided by buyer with a credit of $200) Kitchen Manufacturer Executive Cabinetry Door Sahara Wood Species, Walnut doors Plywood Boxes Finish Natural Walnut Hardware Type Hidden Pulls Hinge Type Manufacturer's standard 41 Kitchen Island Manufacturer Executive Cabinetry Door Sahara Wood Species, Walnut doors Plywood Boxes Finish Natural Walnut Hardware Type Hidden Pulls Hinge Type Manufacturer's standard, concealed Base standard features include: All plywood construction, 3/4" thick engineered material with full edge banding all edges. Grain direction is vertical. Full extension drawers, soft- close drawers, soft close doors, veneer center panel. Main Bath Manufacturer Executive Cabinetry (self-close drawers/doors) Door Sahara Wood Species Walnut Finish Natural Walnut Hardware Type Richelieu(style TBD) Hinge Type Manufacturer's standard Other Base standard features include: All plywood construction/veneer , full extension, soft-close drawers, soft close doors, veneer center panel. Other Second Floor Bath(s) Cabinets Manufacturer Executive Cabinetry (self-close drawers/doors) Door Sahara Wood Species Walnut Finish Natural Walnut Hardware Type Richelieu (style TBD) Hinge Type Manufacturer's standard 42 Other Base standard features include: All plywood construction, full extension, soft-close drawers, soft close doors, veneer center panel. Other Laundry Cabinets NOTE: Wood cabinetry materials are subject to seasonal movement and change. All products will expand and contract and are subject to trade tolerances. NOTE: Cabinet hardware can cost from $3.00 to more than $25.00 per piece. We include an allowance of$5.00 per piece until a final selection is made, at which time pricing will be adjusted through a change order. Manufacturer Fabuwood (self-close drawers/doors) Door Luna Wood Species Maple Finish Frost Hardware Type Richelieu (style TBD) Hinge Type Manufacturer's standard Other Base standard features include: All plywood construction,full extension, soft-close drawers, soft close doors, veneer center panel. Other 12 36 01 Countertops Kitchen Counters All counters to be set in place with silicone by finish carpentry, or screwed down neatly, caulk and tool backsplash and side splash as needed. Exposed silicone will be visible. Material Sllestone Lena Suede Type: Backsplash 4" Loose Type: Side Splash per plan as needed Color Lena Suede NOTE: Field seaming may be required to accommodate shipping and handling requirements. Bath Counters All counters to be set in place with silicone or screwed down neatly caulk and tool backsplash and side splash as needed. 43 Main Bath Counter Material Silestone Lena Suede Type: Backsplash 4" Loose Type: Side Splash per plan as needed Color Lena Suede NOTE: Field seaming may be required to accommodate shipping and handling requirements. Bowl Oval under-mount as provided by Cabinetry Vendor Second Floor Bath Counters Material Silestone Lena Suede Type: Backsplash 4" Loose Type: Side Splash per plan as needed Color Lena Suede NOTE: Field seaming may be required to accommodate shipping and handling requirements. Bowl Oval under-mount as provided by Cabinetry Vendor Laundry Counters Material Laminate Countertop Aegean Edge Type: Back Splash 4" Loose or Integral Type: Side Splash none Color Aegean Edge—Desert Zephyr NOTE: Field seaming may be required to accommodate shipping and handling requirements. 12 48 01 Rugs & Mats 12 50 01 Furniture Provided by owner. DIVISION 13 13 00 00 SPECIAL CONSTRUCTION 44 13 17 01 Tubs & Pools 13-17-23 Therapeutic Pools- Owner provided hot tub provided. WBI to provide power to unit and assist with install while onsite. WBI to provide base for tub to sit on. DIVISION 21 21 00 00 FIRE SUPPERSSION SYTEMS 21 02 01 Fire Suppression System Not Required DIVISION 22 22 00 00 PLUMBING - Design Build NOTE: We work to provide our customers with the clearest information available. However, Massachusetts has a proprietary testing and approval process for plumbing products, and although many products are approved, not all are. Many well known brands and manufacturers simply do not go through the processes required. It is possible that a particular product that you may select may not have been approved, and if it is rejected by the local inspector, the customer will have to select an alternative product and pay any difference in cost between the items, as well as any shipping or restocking charges. Of special concern may be specialty products or unique items. Vendors have some additional information, and there are websites that you can check but the information may not be up to date. We regret this inconvenience. NOTE 1: All mechanical and electrical contractors are expected to meet all local and state fire stop requirements, associated with the cuts required for this work, including providing and installing fire caulking, sheet metal closures and other approved procedures. NOTE 2: Please review Section 01 56 00 for temporary services which are included in the scope of this trade. Before rough inspections, the mechanical/electrical rough is required to be completed including but not limited to all wiring, piping and duct work from below slab through the siding or roofing with all equipment in place and completely tied in and tested. Deviations will not be accepted. Plumbing flanges will be installed by the roofer while roofing. Plumbers will use these locations to vent plumbing/radon. Any other roof caps must be provided in advance of roofing. If extra roofing changes are incurred for return trips, this will be the responsibility of the mechanical contractor. Notice to vendors and subcontractors: Vendors and subcontractor shall provide pricing breakdown (material and labor), required company certifications and/or registrations &detailed product information at time of quotation in such a way as to comply with federal standards for tax credits and utility documentation requirements for rebates. 45 ADD OPTION: Substitute copper and cast-iron no-hub waste lines in upper floor ceilings and lower floor partitions to reduce noise resonance. 22 02 01 Plumbing 22 04 01 Plumbing Supervision Plumbing Fixtures and Equipment NOTE: Plastic (PEX)and CPVC water piping and fittings are a state approved and acceptable practice. These help contain cost and as a practical matter protects against aggressive water. All piping is to be securely fastened and neatly aligned. Sub Slab Ventilation — By Plumber Install 4"ABS or PVC or equivalent gas-tight pipe for Radon from the slab on grade through the structure and continue through the roof deck 2'then terminating with a matching exhaust cap for passive radon removal. Outside Faucets & Miscellaneous Install main house shut-off on water service. Verify need for backflow preventer. See Section 11 30 13 for appliance requirements. Install frost-free outside faucets. Manufacturer Mansfield Quantity 2 OPTION: Add pressure reducing valve, if required. OPTION: Install owner supplied sump pump, if required. NOTE: Existing fixture running on high pressure may require additional repairs, at Owner's cost, if damaged by high pressure. Kitchen Sink, Faucet, Dishwasher, Icemaker Install sink with faucet and spray, dishwasher connections. No garbage grinder permitted. Install water piping for icemaker. Sink: Blanco Precis 1-3/4 . 33"x 18" Bowl offset division3/4 Bowl- Coal Black, undermount. Faucet: Linus Pull Out 1.5 Gpm, Coal Black, 8-2/3", 1 lever Soap Dispenser: Torre, Coal Black 46 Strainer: Matching Strainer, Coal Black. Prep Sink (alternate) Sink: Blanco Precis 21" Bowl, Coal Black, undermount. Faucet: Linus Pull Out 1.5 Gpm, Coal Black, 8-2/3", 1 lever Soap Dispenser: Torre, Coal Black Strainer: Matching Strainer, Coal Black. Laundry/Washer Valve Install washer valve. Reinforced stainless steel washer hoses (supplied by owner). Washer Valve: Svmmons 600 recessed Utility Sink: Elkay Dependabilt Stainless 21"x 21-1/2"x 42"high, 18 qa one compartment sink with stainless legs, lustertone • • Faucet: Heritage Wall mounted(back of sink) with gooseneck spout and lever handles. chrome OPTION: Install washer pan and drain to floor drain, connect to septic. NOTE: Specify access locations for shutoffs where washer/dryer is in a confined space. Bath Rooms Note: See section 07 20 00 for insulation requirements needed prior to shower and tub installations. Note: Plumber is responsible for setting all shower bases in a bed of mortar(under entire pan), and tubs in a bed of mortar if recommended by manufacturer. Main Bath: Toilet: Manufacturer Toto Model Aquia lv Arc Two Piece Color Cotton white Bowl/Seat Type Elongated, Soft close seat Lay: Manufacturer Duravit Vero Undermount Size Rectangle Color Soft White Faucet: Grohe Lay Faucet, 8"widespread 2- handle, M-size, Matte Black Shower: Tile shower wall and floor. Valve: Grohe Dual Function 2 Handle Thermostatic Valve Trim, Matte Black Rough In: Grohe Universal Rough In Box. Shower Head: Grohe 310 Mono, 12- 1 spray, 1.75 Gpm, Matte Black Shower Arm: Grohe 15" Shower Arm, Matte Black. Hand Shower: Grohe Stick 1 Spray, 1.75 Gpm, Matte Black Wall Mount: Grohe Shower Holder, Matte Black Wall Union: Grohe wall union for hand shower connection. Matte Black. Shower Hose: 59" Metal Long-life Twist-free shower hose, Matte Black Drain: Matte Black Drain Towel Warmer: Jeeves Model C Straight 13 Bar Hardwired Towel Warmer- Matte Black Powder Room: Toilet: Manufacturer Toto Model Aquia Iv Arc Two Piece Color Cotton white Bowl/Seat Type Elongated, Soft close seat Lay: Manufacturer Duravit Vero Undermount Size Rectangle Color Soft White Faucet: Grohe Lay Faucet, single hole, Single handle, M-size 1.2 Gpm, Color: Matte Black. 2' Floor Full Bath W/Tub Base, Tile Surround, and front. Toilet: Manufacturer Toto Model Aquia Iv Arc Two Piece Color Cotton white Bowl/Seat Type Elongated, Soft close seat Lay: Manufacturer Duravit Vero Undermount Size Rectangle Color Soft White Faucet: Grohe Lay Faucet, single hole, Single handle, M-size 1.2 Gpm, Color: Matte Black 48 2nd Floor Full Half Bath Lay: Manufacturer Duravit Vero Undermount Size Rectangle Color Soft White Faucet: Grohe Lay Faucet, single hole, Single handle, M-size 1.2 Gpm, Color: Matte Black Tub Option with Tile Surround b; t Manufacturer Maax 4 „ w"'u Model Professional Series, Pose 7236 If r Alcove F .p Color White , ., . Tub Valve: Grohe Pressure Balance trim with cartridge, Matte Black. Waste &Overflow Drain: White Rough In: Grohe 3 way Diverter rough in box (discrete functions) Shower Head: Grohe 310 Mono, 12- 1 spray, 1.75 Gpm, Matte Black Shower Arm: Grohe 15" Shower Arm, Matte Black. Hand Shower: Grohe Stick 1 Spray, 1.75 Gpm, Matte Black Wall Mount: Grohe Shower Holder, Matte Black Wall Union: Grohe wall union for hand shower connection. Matte Black. Shower Hose: 59" Metal Long-life Twist-free shower hose, Matte Black Tub Spout: Grohe 13274A01 Spout, matte black. Pipe Insulation Insulate all hot water piping per IECC 2012, Mass Code as of 07/01/2014. Misc. Plumbing X Install condensate drain for high efficiency heating system X Install indirect drain for optional dehumidifier. X Install water supply for optional humidifier X Install water for ice maker Install radon piping from basement stub through the roof using approved PVC/ABS pipe and fittings. 49 X Flexible condensate line provided and installed by the HVAC contractor. X Plumber to attach flexible hose to a 1/2" rigid plastic pipe adjacent to the heating equipment and pipe into a nearby P Trap, utilizing an existing, if available, or installing a new one if needed. Domestic Hot Water Heating System Furnish and install water heater with makeup and exhaust direct vented as required by manufacturer. Gas piping by plumbing or heating contractor as appropriate. Notice to vendors and subcontractors: Vendors and subcontractor shall provide pricing breakdown (material and labor), required company certifications and/or registrations &detailed product information at time of quotation in such a way as to comply with federal standards for tax credits and utility documentation requirements for rebates. Manufacturer Rheem Model TBD, hybrid 4.1 Efficiency Rating Size: 80 gallon Note: A submittal with hot water distribution sizing and locations will be required. The aim is to minimize wait times at the fixtures. Maximum run 25' for HERS Rating. DIVISION 23 23 00 00 HVAC - Design Build 23 02 01 HVAC HVAC system shall meet Energy Star Version 3.1 (Rev 11) 23 04 01 HVAC Supervision Temporary Heating It is the intent of each remodeling project to use the primary heating system as the temporary heat source. On new work, HVAC contractor to provide temporary heating unit installed with all gas permits and inspections. Contractor to provide extra filters and provisions as needed. Fuel cost is by owner. Exhaust Ducting Mechanical Contractor to furnish and install bath fan ducting and appropriate exhaust ducting including wall cap to accommodate exhaust hood or down draft stove by WBI 50 23 72 01 Air-to-Air Energy Recovery Ventilation System (ERV) Provide and install whole house energy recovery ventilation system with controls, supply and return ducts and all necessary components. Notice to vendors and subcontractors: Vendors and subcontractor shall provide pricing breakdown (material and labor), required company certifications and/or registrations &detailed product information at time of quotation in such a way as to comply with federal standards for tax credits and utility documentation requirements for rebates. Manufacturer Panasonic or equal Model # FV-20VEC1 , verify with HERS rater. CFM 60-80-100-120-140-180-200, with Smart Flow Technology Main Wall Control LCD, on/off, air volume, timer, boost mode, filter maintenance, Filter Washable foam, MERV 13 Warranty on ECM motors 6 years Warranty on parts 3 years Energy Star Yes HVI Yes See above for Energy Star requirements 23 81 43 Air-Source Heat Pumps Ductless Mini Split System— Design Build NOTE: All mechanical and electrical contractors are expected to meet all local and state fire stop requirements, associated with the cuts required for this work, including providing and installing fire caulking, sheet metal closures and other approved procedures. NOTE: Firestopping installed at all penetrations by HVAC sub-contractor. NOTE: Condensate from heat pumps must discharge at least 2 feet away from foundation. NOTE: All installations are expected to meet or exceed ENERGY STAR standards as applicable. Heat pumps must be sized according to ACCA Manual J using R-values found in this outline specification and assuming an airtightness of 0.1 Natural Air Changes per Hour or"Tight" in sizing software. Winter design temperatures shall be 0 degrees outside and 70 degrees inside. Summer design temperatures shall be 88 degrees outside and 75 degrees inside. Include heat pump water heater in heating load and ventilation in both heating and cooling loads. Notice to vendors and subcontractors: Vendors and subcontractor shall provide pricing breakdown (material and labor), required company certifications and/or registrations & detailed product information at time of quotation in such a way as to comply with federal standards for tax credits and utility documentation requirements for rebates. Living Room: 1 unit Model Mitsubishi 15k Refrigerant 410A 51 HSPF Rating: 12.5 SEER Rating 20 Kitchen, Mudroom, Main Bedroom, 2nd Floor Bedrooms (2), 2nd Floor Studies (2): 7 units Model Mitsubishi 6K Refrigerant 410A HSPF Rating: 12.5 SEER Rating 20 System Design and Installation is to follow Energy Star via HVAC System Checklist. This is to ensure that the system has proper: Efficient Equipment Right-Sizing Air Distribution Refrigerant Charge Duct Installation Pressure Balancing Ventilation Filtration Controls HVAC system quality installation contractor checklist This document is necessary to verify that the HVAC contractor has documented all pertinent information related to ENERGY STAR requirements for the house's HVAC system. Ventilation System Documentation The system shall have at least one supply or exhaust fan with associated ducts and controls. Local exhaust fans are allowed to be part of an exhaust ventilation system. Outdoor air ducts connected to the return side of an air handler are allowed to be part of a supply ventilation system if manufacturers' requirements for return air temperature are met. The ventilation system documentation will provide information on which type of ventilation is installed. In addition, it indicates the ventilation rate necessary for Rater-verification purposes. Full load Calculations HVAC Contractors shall perform a load calculation for the specific house plan and orientation of the home to be qualified or, for plans with multiple options or that may be built in more than one orientation, for every option and orientation. AHRI Certificate 52 All evaporators and condensing units shall be properly matched as demonstrated by an attached AHRI certificate. If an AHRI certificate is not available, a copy of OEM-provided catalog data indicating acceptable combination selection and performance data shall be attached. Balancing Report The balancing report will provide the quantity of supply and return terminals in each room. 23 84 01 Humidifying/Air Cleaning OPTION: Provide humidifier and water piping, coordinate with plumber. Humidifier Manufacturer AprilAire or Equal Model Model 700, 600 or 500, Whole House, TBD Air Filter Manufacturer Space-Gard(AprilAire) or Equal Air Filter Model Model 5000, 4000 Series, with 1 spare filter, Whole House, TBD MERV Rating TBD See above for Energy Star requirements Thermostats Notice to vendors and subcontractors: Vendors and subcontractor shall provide pricing breakdown (material and labor), required company certifications and/or registrations &detailed product information at time of quotation in such a way as to comply with federal standards for tax credits and utility documentation requirements for rebates. Program days 7 Day Changes per day TBD Energy Star yes DIVISION 26 26 00 00 ELECTRICAL — Design Build 26 02 01 Electrical 26 04 01 Electrical Supervision Basic Electrical &Wiring Electric NOTE 1: Regardless of plans and specifications, all code required items or corrections must be included. 53 Electric NOTE 2: All mechanical and electrical contractors are required to meet all local and state fire stop requirements, associated with the cuts required for this work, including providing and installing fire caulking, sheet metal closures and other approved procedures. Before rough inspections, the mechanical/electrical rough is required to be completed including but not limited to all wiring, piping and duct work from below slab through the siding or roofing with all equipment in place and completely tied in and tested. Deviations will not be accepted. Electric NOTE 3: Please review Section 01 56 00 for temporary services which are included in the scope of this trade. Electric NOTE 4: Owner to pay for electricity for construction work. Electric NOTE 5: In order to make any home "Solar Ready" install 2 conduits minimum 3/4 EMT from electric panel to roof array location. Notice to vendors and subcontractors: Vendors and subcontractor shall provide pricing breakdown (material and labor), required company certifications and/or registrations &detailed product information at time of quotation in such a way as to comply with federal standards for tax credits and utility documentation requirements for rebates. Service Disconnect, remove, refeed and rewire as required by remodeling. Electrician or piping installer responsible for inspection pictures, and provide to utility company and Wright Builders. New electric service underground from last pole. All utility company charges, and electrician's charges for underground work to be included in base package. NOTE: All new or modified circuits to be properly labeled for future identification. Service Size 200 amp, single phase, Per existing transformer. Alternate for 400 amp. Panel Size 40 Circuit or as required Solar Ready Service Size 200 AMP load center with 225 AMP bus rating (200 AMP main breaker) Install one 3" PVC for electric line as required from existing transformer Install one 2" PVC for cable line. Install one 2" PVC for telephone line. Install one 1" EMT and one 1" PVC from panel to attic for solar ready installations. Install one 1" EMT and one 1" PVC from panel to Garage Install one 1" EMT to garage, spare. Temporary Lighting: Provide adequate lighting in the work area and at quad outlet at each level minimum. Broken bulbs to be replaced by GC. Temporary Heating: Wire temporary heating system and controls. Washer/Dryer Provide outlet for dryer, rigid ducting where feasible, with Nutone vent with self-closing wall damper, 110V outlet for washing machine. 54 Dryer Outlet Volts 220 Damper Color Black Temporary hook up No OPTION: for plumber supplied electric valve shut off Switches, Outlets, Dimmers (per plan) Single Pole Switches Single Pole Dimmers (substitute at finish for additional cost) Three-way Switches Three-way Dimmers (substitute at finish for additional cost) Four-way Switches Paddle Fan Boxes Duplex Outlets Color Ivory Type Standard Furnish layout and locations sufficient to satisfy local applicable codes and inspections. Items specifically called out in other sections are not included above. GFI/Arc Fault Circuits Install GFI outlets per plan, code and per minimum requirements indicated below. ARC fault circuits per code. Arc Fault Circuits Per Code Heating Controls • Locate thermostats • Relocate thermostats • Wire new toe kick heater as required (include 2 locations) • Wire heating controls and zone valves or pump as required • Verify requirement with plumbing and heating contractors • All controls furnished by mechanical contractors wired by electrician • Wire towel racks in (2) bathrooms with showers. Hot Tub Wiring Direct wire 60-amp service approx 12' off the building via underground conduit from the utility room. 26 31 01 Photovoltaic Collector System System purchased by owner. Coordination with subcontractors for required equipment and conduit by WBI. 26 32 01 Emergency Power Generator Package (Alternate) 22000 (minimum)watt Generac whole house LP with auto change over and WIFI enabled or equal. 55 26 50 01 Lighting, Electrical Bath Fans, Recessed lighting, Specialties Fan/Light Locations Supply and install exhaust fan as indicated on drawings with rigid aluminum duct and spring- loaded exterior wall cap. Wrap all ducting with insulation or use standard insulated flex to be installed by HVAC Contractor. See Division 23 Exhaust Ducting for details. Notice to vendors and subcontractors: Vendors and subcontractor shall provide pricing breakdown (material and labor), required company certifications and/or registrations &detailed product information at time of quotation in such a way as to comply with federal standards for tax credits and utility documentation requirements for rebates. Location Type Location - Full Baths WhisperValue® DCTM —50-80-100 CFM Fan/LED Light, Ceiling or Wall Mount, Single Speed, Condensation Sensor Ventilation fan/light shall be UL and cUL listed for ceiling or wall mount and tub/shower enclosure when GFCI protected. Fan/light shall also be ENERGY STAR®certified, with condensation sensor that shall be built-in and able to detect relative humidity and temperature to anticipate dew point. Fan shall also incorporate a built-in speed selector. NOTE: Isolate inline fans with insulated flexible connector. Exterior Damper Color Black Manufacturer's warranty 5 years Outside Lights Lighting fixtures—selection and placement Wright Builders expects all lighting installed on buildings under its permits to be completely compliant with Dark Skies requirements. Many products sold and promoted are not compliant. Owners, trades, and any third parties are expected to ensure that light leakage does not occur, and to verify this on down slopes away from the buildings as well. Further, care should be taken to make sure: 1. All coach, carriage and building mounted lighting provide only down light, and light and lamps/bulbs are not visible from any point or angel within the property or adjoining properties. 2. The lamps for these fixtures must be recessed far enough into the shade to prevent spillage. 3. Bollard lighting for walkways must follow the same performance characteristics. 4. Post lights must follow the same guidelines, which may require additional locations. 5. No flood lights are to be installed. Any security lighting that is required should be motion activated and shed no light and have no filament or lamp visibility beyond the property line. Provide and install LED floodlight units, with switch in hall per plan. Exterior fixtures are required to be wet location rated or damp rated. Verify prior to order. No. of Sensors per plan 56 No. of Light Locations per plan Surface Mounted Lighting— Per Plans Furnish and install surface mounted lights with thermal protection as required by code. NOTE: It is required that LED efficient lamps and fixtures be used. No. of Lights per plan Manufacturer Lithonia Style Housing Wafer Trim Matte White Bulb LED 14w Size 6"unless otherwise specified in plan Under Cabinet Lighting — Per Plan LED with Local Control Unit Size No. of lights Closet Lights NOTE: All new construction closets have 1 light with a switch if not shown on plan. Supply and install with fluorescent closet lights with at all bedroom closets with switches, not including linens. No. of Lights per plan Length of Lights per plan Ballast LED Bulb LED Correlated Color Temperature (CCT) TBD Color Rendering Index (CRI) TBD Supply and install natural gas fired auto crossover and auto start, supplying 2 plug circuits and 2 lighting circuits per floor, refrigerator and heat pump water heater. Utility Fixtures Install ceramic keyless fixture with LED lamps in utility locations and as indicated on plan with switch at location. Location #of Fixtures 57 Garage Per Plan Basement Per plan Attic Per plan Site utility room Per plan Storage Per plan Other decorative and pendant locations as noted Surface or Decorative Light Fixtures Install light fixtures and LED lamps furnished by owner as indicated on drawings. No. of Light Openings per plan Floor Outlet Outlet Leqrand, Pass & Seymour or equal, duplex with a brass cover. Surface or Decorative Light Fixtures Install light fixtures and LED lamps furnished by owner as indicated on drawings. Lighting above tubs or showers, or exterior fixtures are required to be damp rated or wet rated. Verify with WBI prior to order. NOTE: All customers are strongly urged to choose from a wide range of fluorescent and other energy efficient fixtures available. No. of Light Openings per plan 26 50 01 Decorative Lighting Allowance Fixtures purchased by owner. Install by Electrician. DIVISION 27 27 00 00 COMMUNICATIONS 27 02 01 Low Voltage Data Wiring — Per Plan NOTES: All connections wiring via "home run" to low voltage panel 58 All mechanical and electrical contractors are required to meet all local and state fire stop requirements, associated with the cuts required for this work, including providing and installing fire caulking, sheet metal closures and other approved procedures. All low voltage wiring is the responsibility of the electrical contractor unless otherwise noted. Verify need or door bell, intercom, stereo or other. Tel-CA T5E w/RJ 11 termination Computer CAT5E w/ RJ45 termination in common box with phone. CATV location with RG6 cable Door Bell (2)with transformer and $80 chime allowance White Device Color 27 02 02 Low Voltage Voice Wiring — Per Plan NOTES: All connections wiring via "home run" to low voltage panel All mechanical and electrical contractors are required to meet all local and state fire stop requirements, associated with the cuts required for this work, including providing and installing fire caulking, sheet metal closures and other approved procedures. All low voltage wiring is the responsibility of the electrical contractor unless otherwise noted. Verify need or door bell, intercom, stereo or other. Tel-CA T5E w/RJ 11 termination Computer CAT5E w/ RJ45 termination in common box with phone. CATV location with RG6 cable Door Bell (2)with transformer and $80 chime allowance White Device Color 27 02 03 Audio & Video DIVISION 28 28 00 00 ELECTRONIC SAFETY AND SECURITY 28 02 01 Electronic Safety/Fire Alarm & Security Fire Alarm 59 NOTE: All mechanical and electrical contractors are expected to meet all local and state fire stop requirements, associated with the cuts required for this work, including providing and installing fire caulking, sheet metal closures and other approved procedures. Install monitored fire and personal safety system with low temp monitoring. GENX-8 Master Control Panel per plan Doors Contacts per plan LCD Key Pads per plan Windows Contacts per plan Inside sounder per plan Standby Battery per plan 40 lb. Pet Motion Detectors per plan Telephone Interface per plan Low Temp Sensor per plan Wiring Permit per plan NOTE: If Security System is selected, Section 28 30 01 will be included with system. All monitoring is excluded. This would be billed directly to the customer from the service provider. Alarm monitoring billed to end user at monthly fee, paid annually in advance, or as required by vendor. 28 02 02 Smoke/CO2 Detectors Hard wired smoke detectors with battery backup in house and heat detection in garage if applicable. Final quantity and layout to be verified by fire safety office. Meet requirement of the latest version of the building code. NOTE: with direct vent boiler or furnace, hard-wire carbon dioxide detector adjacent to heating unit and additional unit in the bedroom area. Smokes per plan Heat per plan CO As required by plumbing code for direct vented qas equipment Verify counts DIVISION 31 31 00 00 EARTHWORK 31 04 01 Earthwork Supervision 31 10 01 Site Clearing Clearing and grubbing including tree removal. Cut down, remove and dispose of designated trees with any anticipated salvage/lumber/pulp revenues incorporated into net quoted price. Quoted price reflects any revenue from sale of timber. Stumps to be left in place at grade unless 60 specifically indicated for removal under Excavation and such removal is required to complete the excavation work. Stump grinding is not included unless stated otherwise. 31 20 01 Earth Moving Excavation and Back Fill All areas not to be disturbed are to be delineated by construction fencing. Radon protection must include: 1. Gas permeable layer via 12 mil poly 2. Seal/caulk all slab perpetrations 3. Vent pipe to roof 4. Electric outlet near pipe in the event of a inline fan being required See Radon Preparation below NOTE: Excavation contractor is responsible for all items and scope of work in these sections. Excavate foundation area as required by drawings, storing loam and sub-grade material separately. Prepare site for foundation, removing stumps in excavated areas. Ledge, boulder, hardpan removal is at extra cost. Back-fill with site materials, except where required for drainage and grade surface for positive run-off away from building and remove excess material. NOTE: Rewash is NOT an acceptable backfill material. Protect waterproofing during back fill. Concealed underground piping/drainage or other articles discovered during excavation to be handled at extra cost unless specifically included in prior estimate. Fill and compact under slabs to 95% in maximum one-foot lifts. Correct all back fill, if required, after settling. Footings to be on 4" of 3/4"crushed stone for capillary break. See section 22 00 00, Radon Protection. All excavation will be isolated with caution tape or fencing barriers installed and maintained by excavation contractor while on site. Open trenching will be covered or fenced. Trenching at building and excavation for porch concrete piers to be coordinated during backfill or earlier, as practical. Remove stumps within 1 acre disturbed area. Stumps to remain outside of allowable disturbed area. Rough grade to be relatively smooth and hole free, contoured for proper drainage. Finish Grading Per code, slope grade from the structure IA" per foot for 10' minimum. Adjust final grades for drainage and proper contour, according to site plan, if available or to reasonable trade standard for proper drainage and erosion control. Screen and reuse existing loam and topsoil materials, and augment as needed for sufficient loam material to provide a minimum of 4" coverage on all disturbed areas as noted on site plan. Provide a 20% compost mix. See site plan for disturbed areas. Note:If setbacks limit the space to less than 10 ft., install either: Swales or drains designed to carry water away from the foundation. 61 Tamp backfill. Backfill tamping is not required if proper drainage can be achieved using non- settling compact soils. Final loam thickness should be relatively consistent, with material substantially free of debris, and left ready for machine raking and seeding. NOTE: spread thickness will subsequently compact when raked and prepared for landscaping. Walk and Wall Prep Leave ample site materials for final back filling and coordinate with stone contractor. Utility Trench Provide 30" deep utility trench for electric, cable, and telephone and prepare bottom of trench with 8"of sand to cover burial cable. Back fill with site material removing any large stone and restore grade. Caution tape is to be placed in each trench 12-24" above lines. Surface flagging is to be installed for utilities. Electrician or piping installer is responsible for inspection pictures, if required, and provide to utility company and Wright Builders. Foundation Drainage Not Required. Downspout Interceptor Piping Install downspout interceptor piping and pipe to daylight 4"solid drops and 6" solid PVC piping. #of receptor locations Per Plan #of runs to daylight Per Plan 31 21 13 Radon Preparation Install 8" of loose 1/2"aggregate under entire slab floor. Install 12 mil poly over 3/4" aggregate as a vapor barrier. Piping through roof, see section 1200. Attached equipment, fan and installation are at additional cost to Owner if required. NOTE: These procedures do not guarantee the elimination of radon. 31 32 01 Soil Stabilization Erosion & Sedimentation Controls as required to eliminate runoff from site. 31 35 01 Slope Protection Seeding and straw as required during construction to eliminate runoff from site. 31 37 01 Riprap 62 Tracking pad at entry DIVISION 32 32 00 00 EXTERIOR IMPROVMENTS 32 10 01 Bases, Ballast, Paving 32 10 16 Driveway Install gravel atop existing subsurface once loam has been removed. Prepare for finish driveway. Gravel depth 12"Type B Barrow Type of topping '/2"traprock screenings Topping depth 3" Install base and finish material upon prepared base. Pitch to properly drain and finish all edges with loam. Base 2" Rolled Finish Coat 1" Rolled Reasonable care is taken to minimize damage to existing paving/driveway, but condition of paving at end of job cannot be guaranteed. 32 15 40 Crushed Stone Surfacing (Oil/Stone) 32 31 01 Fences and Gates 32 32 01 Retaining Walls 32 80 01 Irrigation 32 90 01 Planting 32 90 02 Rake, Fertilize and Seed All compacted/disturbed soil must be tilled to 12 inches. Machine rake and hand rake finish grade surfaces as needed and install grass seed appropriate for sun/shade conditions and such starter fertilizer as is needed. Apply hay and/or alternative 63 mulch materials to retard erosion. Apply landscape cloth to more severe slopes. Seed all disturbed areas. Watering and Maintenance Owner is responsible for maintaining a daily watering schedule to ensure proper growth. Seeded areas should be kept wet daily. Areas designated under permitting for erosion control typically require three mowing's prior to inspection and approval. Landscape Repairs Excavation Contractor to repair previously landscaped areas damaged by construction activities by loaming, seeding and adjusting altered grades. All watering, plant materials, installation, mulch and related work are by owner. 32 90 03 Landscape Installation By owner. 32 90 04 Existing Plant Materials Not Applicable. DIVISION 33 33 00 00 UTILITES 33 20 01 Well — Per Plan By Owner. Coordination by WBI. Install new well, pump and variable speed drive equipment. Subcontractor is responsible for any additional design and engineering needed to make the water system compatible with the new home. Option: Water Conditioning Equipment. Variable drive pump. 33 36 01 Septic System Install new schedule 40 PVC plastic sewer line from 10' outside building and tie in to septic system. Septic system per engineer's plans and details, installed and inspected from piping 10' outside the building. Provide clear, measured as built drawings of installation. 33 56 01 Fuel Storage- LP Gas - Underground 64 DIVISION 48 48 00 00 ELECTRICAL POWER GENERATION 48 14 01 Solar Energy Electrical Power Generation Equipment By Owners subcontractor. Coordination by WBI. 48 14 13 Vacuum Tube Solar Energy Collectors 48 15 01 Wind Energy Electric Power Generation Equipment End of Specifications 65 The Commonwealth of Massachusetts Department of Industrial Accidents el= 1 Congress Street,Suite 100 ;7 Boston, MA 02114-2017 /OW.mass.gonidia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Pio inbers. To RE FILED VillTH THE PERMITTINC AUTHORITY. Applicant Information Please Print Legiblv Name usi nessfOrgan tr.atio tu I nd iv idual): Wright Builders, Inc . Address: 48 Bates St . City/State/Zip: Northampton, MA 0 10 60 Phone #: 413-586-8287 Are yaw an empkiyerl Cheek the appropriate brit: Type of project(required): i.E1 I am a empkryer with 23 _cmripytes(full dOr part-tirney* 7. Ej New construction 2171 lam a sok proprietor or parneiklim and have no employees working for me in S. C] Remodeling any iartaiaty.[No workers'eterm.utuarance required] 9.3.[:j lam a homeowner doing all work myself.[No workers'entrap.iniuninee required.] L] Demolition ' i 0 0 Building addition 4.0 lam a burnonr and will be hiring contractors to oduct all work on my property. I will ensure that all contractors either hair workers'cuomensation insurance UT are sole i 1.0 Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions I am a general contractor arid I have hired the subcontractors listed on the attached sheet. 13 Roof repairs These sub-contractors have employees arid have workers comp.insurance.; 6.0 We are a corporation and its officers have exercised their right of eat mrstreo per 14401-c. 132, 1(1),arid we have au employees.[Nu workers'coop.insisnuree required.] *Any applicant that checks bon el mum slim fill out the section badurr showing their workers'compensation policy information. Homeois tiers who submit this affidavit issiticating they arc doing all work and then him outside contnietors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet%filming the name oldie sub-contractors mid state whether or not those entities have employee. if the sub-contractors have.employees,they oust pro.,id.:'heir worker,',.‘„,itip.pokey number. •••• I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. insurance Corripany Name: A. I . M Mutual Ins . Co . Polley#or Self-ins.Lic.#: MCC—2 0 0—2 0 0 0 5 3 4 2 0 2 1 A Expiration Date: 3/1/2 0 2 3 Job Site Address.: 42 Rust lewood Ridge City/State/Zip:No r t hampt on, MA 0 10 6 0 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, j25A is a criminal violation punishable by a fine up to$1,500.00 art&or one-year imprisonment,as well as civil penalties in the form of a STOP'WORK ORDER and a tine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage veriticat I do hereby inter the in ' and rena es ofperjury that the information provided above s true and correct, a4natute: Date: 2--- Phone#: g2-- 2- 3"; Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permitil.,Icense it Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.CityiTown Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: • Construction Supervisor Commonwealth of Massachusetts Unrestricted -Buildings of any use group which contain Division of Professional Licensure less than 35,000 cubic feet(991 cubic meters) of enclosed Board of Building Regulations and Standards space. I Construct3bth"SUpe.rvisor CS-115196 Expires:05/31/202, RYAN J CRANDALL 482 STATE STREET ;. BELCHERTOWN MA 01007 • Failure to possess a current edition of the Massachusetts +rer4,".1 J4.• ' State Building Code is cause for revocation of this license. For information about this license Commissioner d[t Ctn f. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affair and Business Regulation 1000 Washingf et - Suite 710 Boston Massadausetts=C 2118 Home Imp ovement-o* a- or egistration r`" .: Type: Corporation -•i ation: 101536 WRIGHT BUILDERS,INC. ;,z — .." •.=•� " -'•f 48 BATES STREETaort ej ation: 06/25/2024 NORTHAMPTON,MA 01060 Aft 4 ' 11111111.111 !t iiielt WINIMMIIIMIW �7 ilk Av y Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs,&Business Regulation t Registration valid for individual use only before the HOME IMPROVEMENTCONTRACTOR I. expiration date. If found return to: TYPE 'd"rration Office of Consumer Affairs and Business Regulation Registta0't5h �Eitplration 1000 Washington Street -Suite 710 10401 7 6i2024 Boston,MA 02118 WRIGHT BUILDERS INO,—'" , 9 4-7'' SETH LAWRENCE-SLAA� - �j z 48 BATES STREET � r,, �, 4v! ,,,,,,s(C..'�.�s.4" NORTHAMPTON,MA 01 ,- -'q, *' / — Undersecretary Not valid without signature Ljj CENTER FOR U EcoTechnologT we make green make sense- ENERGY EFFICIENCY PLAN Project Address: 42 Rustlewood Ridge, Northampton, MA Conditioned Floor Area 2,704 ft2 Volume 25,621 ft3 Building Type Single family detached Bedrooms 5 Assumptions for Preliminary Home Energy Rating CET has completed a Preliminary Home Energy Rating based on the construction plans you have provided. Any energy features not listed below are assumed to meet the prescriptive requirements of the IECC 2018. Building Envelope Specifications Used in Analysis R-10 foam board slab edge insulation to depth of 24" at frost wall; Main Level Floor Slab R-10 sub-slab foam board insulation; Photo-document slab insulation prior to pouring concrete. Band Joists R-35 closed cell spray foam. Exterior Framed Walls 10" Cavity double 2x4 stud wall with dense-packed cellulose (R-37); Sheathing joints, edges and penetrations taped/sealed. Family Room Wall to North Attic 2x4 stud wall with 4.5" closed cell spray foam (studs covered 1" on attic side). Windows U-value = 0.17 -0.20, SHGC = 0.27—0.31 Glass Doors U-value = 0.28, SHGC = 0.27—0.29 Flat&Vaulted Trussed Ceilings R-60+ cellulose; sealed wind baffles, full insulation contact with sheetrock ceiling. Blower Door Test/Envelope Airtightness 0.6 ACH50 or lower. Energy Star, IAP, WaterSense, ZERH Meet all Checklist Requirements as verified by a HERS rater at pre- Checklists drywall and final inspections. Plumbing & Mechanical Systems Specifications Used in Analysis Ductless air-source heat pumps; 12.5 HSPF, 20 SEER; Heating & Cooling Equipment Any electric resistance heaters to be controlled by push-button timer switches, not thermostats. Water Heating Equipment 3.50 Energy Factor 80-gallon heat pump water heater Domestic Hot Water Pipes Insulated; 40' maximum horizontal distance between water heater and any fixture; No recirculation loop. Showerheads, Toilets, & Bathroom Lavatory WaterSense labeled Faucets High Efficiency Energy Recovery Ventilator, 75%ASRE and 110 watts Whole House Ventilation at 125 CFM continuous ventilation; Adjustable speed control. Basis:Broan 8160E75R ENERGY EFFICIENCY PLAN Lighting & Appliances Specifications Used in Analysis Lighting 100% LED, CFL, or pin-based fluorescent Refrigerator ENERGY STAR certified Dishwasher ENERGY STAR certified Range Electric Clothes Washer& Dryer ENERGY STAR certified Bathroom & Ceiling Fans (if present) ENERGY STAR certified Preliminary Home Energy Rating Results Based on the assumptions described above, we have calculated the following Preliminary Home Energy Rating results. IIIINStary HERS Index: 32+� Note that Confirmed Home Energy Rating results may vary from the Preliminary Home Energy Rating results due to changes in building plans, energy features installed in the home, RESNET standards, software changes, and other factors. Preliminary Rater:John Saveson Date:June 29, 2022 Job#: 21-24784-6 Page 2 of 2-The Center for EcoTechnology-Tel(413)586-7350 ext.242-Fax(413)586-7351 -oreenhome(ilcetonline.orq P1‘7^1,,,. CITY OF NORTHAMPTON,MASSACHUSETTS PENDING APPROVAL ' ' ti DEPARTMENT OF PUBLIC WORKS 42 RUSTLEWOOD RIDGE 125 Locust Street rot' Northampton,MA 01060 Trench Permit Number: 2023-017 t,.l�c —' 413-587-1570 -y''" - Fax 413-587-1576 Date Approved: t .. ' /.i -2-1 Expiration Date: g 'i i 1i (for City Use Only) EXCAVATION/TRENCH PERMIT Pursuant to G.L. c. 82A and 520 CMR 14.00 et seq.(as amended) This permit must be fully completed prior to consideration. Submit completed form with permit fee to Northampton Department of Public Works, 125 Locust Street, Northampton, MA 01060. This permit is issued under the provisions of M.G.L. c. 82A, 520 CMR 14.00 and applicable sections of the Revised Ordinances of the City of Northampton, including, but not limited to, Section 285-21. Fee: $250 Check#:63716 Date Issued:7/18/2022 Name of Applicant Primary Phone# LOVEN EXCAVATING 413-695-7304 Street Address Emergency Phone # 230 RESERVOIR RD City/Town State Zip Email WESTHAMPTON MA 01027 Name of Excavator Primary Phone# SAME Street Address Emergency Phone# City/Town State Zip Email Name of Property Owner(s) Primary Phone # CAMILLE & GARRETT WASHINGTON Street Address Emergency Phone# 42 Rustlewood Ridge City/Town State Zip Email Florence MA 01062 cwashingtonnotttombre@gmail.com Insurance Certificate# Policy Expiration Date ON FILE Name&Contact Information of Insurer ON FILE Dig Safe#& Start Date from Dig Safe Ticket: 2022-270-4501 Project Description/Location of Work. Provide the following: ® Description of purpose and exact location of proposed work including description of what is to be laid or repaired in the proposed trench (e.g. water pipe, sewer pipe, drain pipe, gas line, power line, communication lines, etc.) ® Sketch or drawing showing all proposed work. ®Anticipated Start of Work Date. Description: 42 RUSTLEWOOD RIDGE PERC TESTS FOR SEPTIC INSTALL NEW DRIVEWAY INSTALL TRENCHES FOR ELECTRICAL SERVICE FROM TRANSFORMER UNDERGROUND NEW WELL NEW SEPTIC PERMIT ASSOC W/TRENCH D02-23 Check if applicable: ❑ Emergency ® Work on Private Property ® Work in Public Right of Way ❑ Work within State Layout(attach State Permit) 0 Work within 50' of a Public Shade Tree(see attached Public Shade Tree Regulations) ❑ Tree removal required (see attached Public Shade Tree Regulations) O Tree protection,trimming, or root pruning required(see attached Public Shade Tree Regulations) ❑ Work within 100' of a wetland or 200 Ft. of a stream or river (attach Permit) ❑ Work within floodplain (attach permit) O Public Water/Sewer/Drain Entry Permit(attach permit, if available) O Driveway Permit(attach permit, if available) ❑ Pole and Wire Petition Jattach approval) Pg 2/4 By signing this form, the applicant, owner and excavator all acknowledge and certify that they are familiar with, or, before commencement of the work, will become familiar with, all laws and regulations applicable to work proposed, including OSHA regulations, M.G.L. c. 82a, 520 CMR 14.00 et seq., and any applicable municipal ordinances, by-laws and regulations, and they covenant and agree that all work done under the permit issued for such work will comply therewith in all respects and with the conditions set forth below. The undersigned owner authorizes the applicant to apply for the permit and authorizes persons duly appointed by the municipality to enter upon the property to monitor and inspect the work for conformity with the conditions attached hereto and the laws and regulations governing such work for the duration of the construction. The undersigned applicant, owner and excavator agree jointly and severally to reimburse the municipality for any costs and expenses incurred by the municipality in connection with this permit and the work conducted thereunder, including but not limited to enforcing the requirements of state law and conditions of this permit, inspections made to assure compliance therewith, and measures taken by the municipality to protect the public where the applicant, owner or excavator has failed to comply therewith, including police details and other remedial measures deemed necessary by the municipality. The undersigned applicant, owner and excavator agree jointly and severally to defend, indemnify, and hold harmless the municipality and all of its agents and employees from any and all liability, causes or action, costs and expenses resulting from or arising out of any injury, death, loss or damage to any person or property during the work conducted under this permit. By signing this form, the applicant, owner and excavator acknowledge that they have read and understand all the information set forth in and referenced within this application package and that they agree to comply in all respects with the requirements therein. Applicant Date Excavator Signature(if different) Date Owner Signature(if different) Date P3i4 To be completed when approved permit is picked up. By signing below, the applicant acknowledges and agrees to all the conditions of approval stated below and validates this permit. Applicant Date For City Use-- Do not write in this section Department Approvals/Comment Water: 7/19/2022 Sewer/Storm Drain: 7/26/2022 FPC: 8/11/2022 Streets: 7/18/2022 Traffic Signals: 7/19/2022 <1990 Subject to 5-yr. pavement moratorium Road last paved: ❑ Special Conditions: Fee ® $250 Permit Application received(Check payable to the City of Northampton) ❑ Waived. Reason: , ❑Tree mitigation: Permit oval \ Director of Public Works Date Pg.4M el% / ,,,, ----------....„\ E a I ecte jo #4)0111, c VI 4► .* 9U4S AC 1.410.ci R;1 L All ___._ pi.,y�{ T- --- _ , \\I ) 6 . . ill a ., Det ra . _, •. c,„ .. ,,,ff ti" 4. ;v �4. • 7 C. 4:10 s ,. 74 Init%\ 0°1. t __ 156 ai . ctilio - _i\c),ItiJ 60 _____ ____ K ,1 - .ii...., / 6,F- M © © a 0 Cam. m a , tat6.6e my info >Estsne D Mho*x 0�(►1 1 V '' t9 Ryan Crandall d 111 11 52 AM(34 minutes ilea) 'Cr h Thank You '1.010 /�O`' Ryan Crandall VP of Project Development J �, 6.oa� t VVRIGHT EARTHII`ND HOMES • 48 Datesrtham 6t „' ,�J ei...0 ., Northampton MA 01060 R + t.413.586 8287 0 101 ` c 802 233 8062 1AiVICIN-4- } x1Ctl 1140f5 attn ` ngtTtkindriClmes,cow Got it,thanks! Got itt Thank youl THIS IS A TRUSS/COMPONENT PLACEMENT DIAGRAM(TPD)ONLY:NOT Alt ENGINEERED DOCUMENT.loosens are desgned as AdNldlel oueo0Mr000pnnents lobe incorporated'into IM boOdong doper at the epooetnlbn of Bebureng demoner.See Ind'niduat truss dnevgn drowses fTODs Iom000 truss design deviated on 9e TFO.The bucking 00580er is rseconsble for tentponeryent permanent bracing of are root and tea system and M the overall structure The design of he support niruoue ncadng but not im 1 to Masker beams wags and columns If also the treponsthrlity nl the building desgnan for general gutlance rewording installation end twang,come-Width;Component Satoh Iola relon•IRCS I,a able tem the SRC Aseodebcn Nthwr socwornowents.awl a Is the resoonstlIth of the General Contreob0 b verify that the prowled comment layout matches the foal Wended eme WG.plans,boding conith n and use.If they do not.a is the reapoesiolny of the General Contractor N nobly UFP and prondn pins containing the MHO sper ihAWns and desks UFP win not M:.esponslble Au plan Changes by dhcrs alter Anal omen*of shop dra«irps or for furors or entdloatare mot or-ow n long 00mslruction.DO NOT CUT NOTCH, DRILL.OR OTHERWISE'REPAIR'MANUFACTURED TRUSSES IN ANY WAY WITHOUT PRIOR WRITTEN AUTHORIZATIONS).A LICENSED PROFESSIONAL DESIGNATED BY UFP.The Framer is responstts to verily as dmenoass,erdudeg edNsfng member spec ng wither b4ra'cee b albs lot the drop end nee of plumt yN/AC.Mess noted mew.Tndttnw'aft cam,ntern it srywn are for waft only e tl do not masker lateral bads.All cpvsCkrs on Noe protect are to b6 nsteeed per the connector mawlacnurers spec katans.Al connectors New that ern not puss Intnns are suggestions 5r4 end are to be Vented by Ow Ondm3 Designer a Engineer of Record for sweaty to Ws rogeuiar Mote«UFP accepts no respomeeity for the sperili appinaton or udtadley of any connecKK that if not auss.to-W ss as they aprdy to dun week srr Gore. '11 ffif1E i Q r ____ 32 0" vv II 661IIII1 7 / 24'Q" / 8'0" / iiiiiil ! 4 \ \ In Cri rn w Z G 7'6 1/2" 4 •s:1' 1'6 3/4" F01 N I 0 6'8 1/2" I N ZI Oct (O o F06(4) inn) a; N N O I ; m N 01 Q 0 N O �X�s ::N 0 .0000511 OD X N O O n O I \ N O j i .____..... L ......_...:.. ................ ..R,„ fie ., .......:......_ ryl? O y 1 ,N /d I O 7 n`2 \ "car'......__.. _.._._._.. N O • a ' N O r \ ) n N j , O • .......... :T(”:, N O _._...__ _.___ ________. N 0 I n' O `4 6vv'3rO.. rJ O • N • A O O t ..;_ ...._.. ._ ......._. ... ..... _..... O ............... -..li \ \FOIL 24'Ow — 8'0" 32'0" / Sfr 6. S ......._''`..._...... This drawing et property of UFP Site Bull.ILC. TRU'$X BUILT - -�- - Any dr a drawing fled use �,F Site .tie. UFP SITE $ Washington-Ottombre : AUM.wpeBTMSMYPA. ................................._.___......._. written permission is ptehlDi4A. UFP relinquishes � ../1Q FP Auburn pis)xs1-3ne 1 8 ownership of delivered product upon delivery. •.yy' ': u ,� ----. —_.__..__..______._._ Owner of product meal obtain OFP's autlOdaetien V'rfp`t ., UFP a UFP Berlin(B56)TBT rea3 X prior to any alteration or modification of product; I.. UFP Gordon(BOO)one-)ell C UFP will not be held responsible for end - UFP Hodson(B00)3333092 Single Family Residence unauthorized Wd fCBUons done or oss incurred "❑. • ' . UFP New Windsor(WO)628.2wo a Northampton,MA wiurout prior written author¢ UFP Parker(800)s atto from UFP. eunnannerns UFPdney(BOT)5631556 Job Truss Truss Type Qty Ply 22062866BF F01 Floor Girder 1 2 Job Reference(optional) UFP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print:8.510 5 Oct 22 2021 MiTek Industries,Inc.Tue Jul 12 11:21:03 Page:1 ID:gEU5bi6kbkYbbYkt_BKYx6yyrGG-d-yXMjKezlgO9cNobbw9Kt6im10i_DuX7PKRH_yyrOV I 1-09-01 I 3H0 1-0 H 8 1-02-04 i 1,H 8 6x8= 3x6=P 1.5x3= 6x8= 6x8= 4x6u 6x10= 6x10= 1.5x3= 3x6 FP R _ 2 3 4 5 6 7 8 9 10 1112 13 14 15 1617 0 0 I ... ........... ... .......... _ .. ocg _ .. ....... .. y Q QQ -� �Y YM x m: 2 �4o—�� 27 26 25 24 23 22 21 20 ►_1 6x6= 19 6x8= 4x6u 6x10= 6x10= 7x16= MT20HS 3x10 FP MT18HS 3x12 FP 1.5x3= 5x6 n x12= 24-00-00 23-10-08 23-07-08 00 I 23-04-12 I I IS 14-00-00 9-04-12 2-12 3-00 1-08 Scale=1 50 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.40 21-23 >691 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.83 Vert(CT) -0.59 21-23 >467 360 MT18HS 197/144 BCLL 0.0 Rep Stress Incr. NO WB 0.55 Horz(CT) 0.06 19 n/a n/a MT20HS 148/108 BCDL 5.0 Code IRC2015/TPI2014 Matrix-S Weight:304 lb FT=20%F,12%E LUMBER 5) This truss is designed in accordance with the 2015 TOP CHORD 2x4 SPF No.2(flat) International Residential Code sections R502.11.1 and BOT CHORD 2x4 SPF 2100F 1.8E(flat)`Except*28-25:2x4 R802.10.2 and referenced standard ANSI/'PI 1. SPF No.2(flat) 6) Load case(s)1 has/have been modified.Building WEBS 2x4 SPF No.2(flat) designer must review loads to verify that they are OTHERS 2x4 SPF No.2(flat) correct for the intended use of this truss. BRACING 7) Recommend 2x6 strongbacks,on edge,spaced at TOP CHORD Structural wood sheathing directly applied or 10-00-00 oc and fastened to each truss with 3-10d 6-0-0 oc purlins, except end verticals. (0.131"X 3")nails. Strongbacks to be attached to walls BOT CHORD Rigid ceiling directly applied or 10-0-0 oc at their outer ends or restrained by other means. bracing, Except: 8) CAUTION,Do not erect truss backwards. 6-0-0 oc bracing:18-19. 9) Hanger(s)or other connection device(s)shall be 08,(min.1-08),28=3-08, provided sufficient to support concentrated load( )2148 REACTIONS (size) 19=5-08, lb down at 16-3-12 on top chord. The design/sel ction (min.08 Max Gray 1-0(LC 1),28=1978(LC 1) of such connection device(s)is the responsibility f others. FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 10)In the LOAD CASE(S)section,loads applied to t a face (lb)or less except when shown. of the truss are noted as front(F)or back(B). TOP CHORD 2-3=-5878/0,3-4=-5878/0,4-5=-10232/0, LOAD CASE(S) Standard 5-6=-10232/0,6-7=-10232/0,7-8=-13543/0, 1) Dead+Floor Live(balanced):Lumber Increase 1.00, 8-9=-13543/0,9-10=-13543/0, Plate Increase=1.00 10-11=-14794/0,11-12=-14794/0, Uniform Loads(lb/ft) 12-13=-14794/0,13-14=-7418/0, 14-15=-7403/0,15-16=0/999,16-17=0/973 Vert:18-28=-10,1-17=-110 Concentrated Loads(lb) BOT CHORD 27-28=0/3319,, , Vert:17=-2000,12=-2068(F) 25-26=0/11927,24-25=0/11927, 23-24=0/13543,22-23=0/14590, 21-22=0/14590,20-21=0/11417, 19-20=0/3335 WEBS 16-19=-510/0,2-28=-3750/0,15-19=-5056/0, 2-27=0/2981,15-20=0/4788,4-27=-2738/0, 13-20=-4609/0,4-26=0/2330,13-21=0/3931, 12-21=-2127/0,7-26=-2006/0,10-21=0/703, 7-24=0/2368,10-23=-1824/0,8-24=-760/0, 9-23=0/536,17-19=-1897/0 NOTES 1) Fasten trusses together to act as a single unit as per standard industry detail,or loads are to be evenly applied to all plies. 2) Unbalanced floor live loads have been considered for this design. 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x6 MT20 unless otherwise indicated. This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically. Appl ability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with co .itions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design Information as it may r:late to a specific building.Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanen bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Job Truss Truss Type Qty Ply 22062866BF FOIL Floor Supported Gable 1 1 Job Reference(optional) UFP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print:8.510 S Oct 22 2021 MiTek Industries,Inc.Tue Jul 12 11:21:03 Page:1 ID:rwgOjft7Z171978f7127uoyyrN1-dLyXMiKezlgQ9cNobbw9Kl6p11CX_LCX7PKRH_yrOV 1-08 1-08 H H 3x6 FP 4 _ c i1 2 3 4 5 6 7 8 9 10 11 1213 14 15 16 17 18 19 Q o 44 `f' Stt 1 Qr' q $ o 3x4= 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x4■ 3x6 FP 24-00-00 24-00-00 Scale=1:49.2 Loading (psf) Spacing 2-00-00 CS! DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(a) n/a - n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress lncr YES WB 0.02 Horiz(TL) 0.00 21 n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-R Weight:80 Ib FT=20%F,12%E LUMBER TOP CHORD 2x4 SPF No.2(flat) BOT CHORD 2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 24-00-00. (Ib)- Max Gray All reactions 250(lb)or less at joint (s)21,22,23,24,25,26,27,28, 30,31,32,33,34,35,36,37,38, 39,40 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 (Ib)or less except when shown. NOTES 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks,on edge,spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanen bracing. Refer to Building Component Safety Inforfnation(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Job Truss Truss Type Qty Ply , 22062866BF F02 Floor Girder 1 1 Job Reference(optional) UFP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print:8.510 5 Oct 22 2021 MiTek Industries,Inc.Tue Jul 12 11:Z1:03 Page:1 ID:txcVZHIvxwL 1 begXZBiu5MyyrBa-dLyXMjKezlgQ9cNobbw9Kt6m417m_C5X7PKRH_yyr)V 1-00-00 1 1 MSH422 1-08-04 MSH422 MSH422 3x6 n MSH422 MT2OHS 7x14= MT2OHS 7x14= 3x6 s 3x6 ii 3x6 ii 1 11 2 3 4 12 5 13 6 9 8 4x10= 4x6= 4x6= 4x10■ 8-06-00 8-06-00 Scale=1:36.8 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.05 7-8 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.08 7-8 >999 360 MT2OHS 148/108 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(CT) 0.03 7 n/a n/a BCDL 5.0 Code IRC2015/TP12014 Matrix-S Weight:53 lb FT=20%F,12%E LUMBER Vert:7-10=-10,1-6=-110 TOP CHORD 2x4 DF 2850F 2.3E or 2x4 SP 2850F 2.3E Concentrated Loads(Ib) (flat) Vert:3=-845(F),11=-845(F),12=-845(F),13=-847 BOT CHORD 2x4 DF 2850F 2.3E or 2x4 SP 2850F 2.3E (F) (flat) WEBS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 7=Mechanical,(min.1-08),10= Mechanical,(min.1-08) Max Gray 7=2389(LC 4),10=2178(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 (Ib)or less except when shown. TOP CHORD 1-10=-290/0,6-7=-409/0,2-3=-4179/0, 3-4=-4179/0,4-12=-4179/0,5-12=-4179/0 BOT CHORD 9-10=0/2957,8-9=0/4179,7-8=0/3099 WEBS 5-7=-3666/0,2-10=-3499/0,5-8=0/1492, 2-9=0/1661,3-9=-869/0,4-8=-794/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Use MiTek MSH422(With 10d nails into Girder&6-10d nails into Truss)or equivalent spaced at 2-0-0 oc max. starting at 1-5-0 from the left end to 7-5-0 to connect truss(es)to front face of top chord. 7) Fill all nail holes where hanger is in contact with lumber. 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads(Ib/ft) This design is based upon parameters shown,and Is for an individual building component to be installed and loaded vertically. Appl cability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with cor ditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification Is valid onlywhen truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Info ation(SCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Job Truss Truss Type Qty Ply 22062866BF F03 Floor Girder 1 2 Job Reference(optional) UFP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print:8.510 S Oct 22 2021 MiTek Industries,Inc.Tue Jul 12 11:21:03 Page:1 ID:X3wJnq WQ6GH5fK?elwKg8fyyrAb-dLyXMjKezlgQ9cNobbw9Kt6hv1_D_DgX7PKRH_yyrOV -0I 1-09-01 I 3H0 1H6 1-02-04 1H8 6x8= 3x6=P 1.5x3= 6x10= 6x8= 4x6n 6x10= 6x10= 1.5x3= 3x6 FP o 0 2 3 4 56 7 8 9 10 112 13 14 15 1617 0 E 4O o7, ... —c%� I Qd ti go�._a o = :Y 'qo—oa�b 2 D �M C) 27 26 25 24 23 22 21 20 ►M 6x6= 6x10= 4x6n 6x10= 19 6x10= 7x16= MT2OHS 3x10 FP MT18HS 3x12 FP 1.5x3= 6x6= 6x12= 24-00-00 23-10-08 I 14-00-00 I 23-04-12 23IIII8 14-00-00 9-04-12 2I I I 3-00 1-08 Scale=1:50 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.46 21-23 >608 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.68 21-23 >410 360 MT18HS 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.07 19 n/a n/a MT2OHS 148/108 BCDL 5.0 Code IRC2015/TPI2014 Matrix-S Weight:304 lb FT=20%F,12%E LUMBER 5) This truss is designed in accordance with the 201. TOP CHORD 2x4 SPF No.2(flat) International Residential Code sections R502.11. and BOT CHORD 2x4 SPF 2100F 1.8E(flat)*Except*28-25:2x4 R802.10.2 and referenced standard ANSI/TPI 1. SPF No.2(flat) 6) Load case(s)1 has/have been modified.Building WEBS 2x4 SPF No.2(flat) designer must review loads to verify that they are OTHERS 2x4 SPF No.2(flat) correct for the intended use of this truss. BRACING 7) Recommend 2x6 strongbacks,on edge,spaced-t TOP CHORD Structural wood sheathing directly applied or 10-00-00 oc and fastened to each truss with 3-10. 6-0-0 oc puffins, except end verticals. (0.131"X 3")nails. Strongbacks to be attached to walls BOT CHORD Rigid ceiling directly applied or 10-0-0 oc at their outer ends or restrained by other means. bracing, Except: 8) CAUTION,Do not erect truss backwards. 6-0-0 oc bracing:18-19. 9) Hanger(s)or other connection device(s)shall be REACTIONS (size) 19=5-08,(min.1-08),28=3-08, provided sufficient to support concentrated load(-I 2359 min.1- lb down at 16-3-12 on top chord. The design/sel=ction ( 1-08) Max Gray (min. 0(LC 1),28=2136(LC 1) of such connection device(s)is the responsibility.f others. FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 10)In the LOAD CASE(S)section,loads applied tot e face (Ib)or less except when shown. of the truss are noted as front(F)or back(B). TOP CHORD 2-3=-6405/0,3-4=-6405/0,4-5=-11274/0, LOAD CASE(S) Standard 5-6=-11274/0,6-7=-11274/0,7-8=-15211/0, 1) Dead+Floor Live(balanced):Lumber Increase 1.00, 8-9=-15211/0,9-10=-15211/0, Plate Increase=1.00 10-11=-17079/0,11-12=-17079/0, Uniform Loads(lb/ft) 12-13=-17079/0,13-14=-9548/0, Vert:18-28=-10,1-14=-110,14-16=-380,16- 7=-110 14-15=-9518/0,15-16=0/620,16-17=0/565 Concentrated Loads(Ib) BOT CHORD 27-28=0/3599,26-27=0/9013, 25-26=0/13243,24-25=0/13243, Vert:17=-1359,12=-2279(B) 23-24=0/15211,22-23=0/16617, 21-22=0/16617,20-21=0/13620, 19-20=0/5036 WEBS 16-19=-826/0,2-28=-4066/0,15-19=-6607/0, 2-27=0/3270,15-20=0/5276,14-20=-446/0, 4-27=-3037/0,13-20=-4693/0,4-26=0/2632, 13-21=0/4027,12-21=-2312/0,7-26=-2324/0, 10-21=0/1003,7-24=0/2778,10-23=-2242/0, 8-24=-886/0,9-23=0/668,17-19=-1077/0 NOTES 1) Fasten trusses together to act as a single unit as per standard industry detail,or loads are to be evenly applied to all plies. 2) Unbalanced floor live loads have been considered for this design. 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x6 MT20 unless otherwise indicated. This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically. Appl ability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with co .itions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design Information as it may r=late to a specific building.Certification is valid only When truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanen bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Job Truss Truss Type Qty Ply 22062866BF F04 Floor 7 1 Job Reference(optional) UFP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print:8.510 S Oct 22 2021 MiTek Industries,Inc.Tue Jul 12 11:21:03 Page:1 ID:L362Vk01 PI E6oG 1wbxvp4xyyrXA-d.yXMjKezlgQ9cNobbw9Kt6ir11 X_D6X7PKRH_yyrOV 00076 I 1-07-06I 1 H 8 11-07-10I 1 H 8 3„6 FP 5x10= 4x6= 3x4= 3x4= 4x6= 4x6= 5x10= 2 3 4 5 6 7 8 9 10 1 12 13 14 15 — o 4. 4 - $ ire/ ` �11 Lr o _..26... -.. • (3 7 25 24 23 22 21 20 19 18 4x6= 4x8= 3x6= 5x12= 5x12= 3x6= 4x4= 4x6= MT18HS 3x12 FP 4x8= 24-00-00 24-00-00 Scale=1:49.2 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) l/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(LL) -0.51 22-23 >562 480 MT18HS 220/190 TCDL 15.0 Lumber DOL 1.00 BC 0.71 Vert(CT) -0.76 22-23 >375 360 MT20 197/144 BCLL 0.0 Rep Stress lncr YES WB 0.54 Horz(CT) 0.11 17 n/a n/a BCDL 5.0 Code IRC2015/TP12014 Matrix-S Weight:113 lb FT=20%F,12%E LUMBER TOP CHORD 2x4 DF 2850F 2.3E or 2x4 SP 2850F 2.3E (flat) BOT CHORD 2x4 DF 2850F 2.3E or 2x4 SP 2850F 2.3E (flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 17=3-08,(min.1-08),26=3-08, (min.1-08) Max Gray 17=1418(LC 1),26=1418(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 (Ib)or less except when shown. TOP CHORD 2-3=-3465/0,3-4=-3465/0,4-5=-5713/0, 5-6=-5713/0,6-7=-6869/0,7-8=-6869/0, 8-9=-6922/0,9-10=-6922/0,10-11=-5710/0, 11-12=-5710/0,12-13=-5710/0, 13-14=-3466/0,14-15=-3466/0 BOT CHORD 25-26=0/1913,24-25=0/4719,23-24=0/6411, 22-23=0/6922,21-22=0/6922,20-21=0/6411, 19-20=0/6411,18-19=0/4716,17-18=0/1913 WEBS 15-17=-2325/0,2-26=-2324/0,15-18=0/1914, 2-25=0/1913,13-18=-1541/0,4-25=-1546/0, 13-19=0/1224,4-24=0/1225,10-19=-865/0, 6-24=-861/0,10-21=0/972,6-23=0/564, 9-21=-381/0,7-23=-308/21,8-23=-643/436 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x3 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 20=12% 5) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6) Recommend 2x6 strongbacks,on edge,spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically. Appli;ability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conlitions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(SCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. • Job Truss Truss Type Qty Ply 22062866BF F05 Floor 9 1 Job Reference(optional) UFP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print:8.510 Oct 22 2021 MiTek Industries,Inc.Tue Jul 12 11:21:03 Page:1 ID:10ddjtgwjtl9Q2yulfebZ2yyrYj-dLyXMIKezIgO9cNobbw9Kt6hm11 u_BOX7PKRHyyrOV -012-06-00 1 11-07-121 3H0 1-08 11-07-061 11-07-06 I 1 H 8 4x6= 4x12■ 3x4■ 3x4= 5x12= 3x6 FP 6x8= 00 0 12 2 3 4 5 6 7 8 9 10 11 13 4 —o 0 $ $ moo—o Y 22:.... BE Pt-4 r —cn 21 20 19 18 17 16 =. 4x8■ 3x6= 4x6= 15 5x12= 6x12= MT18HS 3x12 FP 5x16= 24-00-00 23-10-08 23-04-12 23 0I 1108 23-04-12 2-121 3-00 1-08 Scale=1:50 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.49 19-20 >571 480 MT18HS 220/190 TCDL 15.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.72 19-20 >386 360 MT20 197/144 BCLL 0.0 Rep Stress Ina YES WB 0.65 Horz(CT)1 0.10 15 n/a n/a BCDL 5.0 Code IRC2015/TP12014 Matrix-S Weight:111 lb FT=20%F,12%E LUMBER 6) Recommend 2x6 strongbacks,on edge,spaced at TOP CHORD 2x4 DF 2850F 2.3E or 2x4 SP 2850F 2.3E 10-00-00 oc and fastened to each truss with 3-10id (flat) (0.131"X 3")nails. Strongbacks to be attached to walls BOT CHORD 2x4 DF 2850F 2.3E or 2x4 SP 2850F 2.3E at their outer ends or restrained by other means. (flat) 7) CAUTION,Do not erect truss backwards. WEBS 2x4 SPF No.2(flat) LOAD CASE(S) Standard OTHERS 2x4 SPF No.2(flat) 1) Dead+Floor Live(balanced):Lumber Increase=1.00, BRACING Plate Increase=1.00 i TOP CHORD Structural wood sheathing directly applied or Uniform Loads(lb/ft) 6-0-0 oc purlins, except end verticals. Vert:14-22=-10,1-13=-110 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc Concentrated Loads(lb) bracing, Except: Vert:13=-2000 6-0-0 oc bracing:14-15. REACTIONS (size) 15=5-08,(min.1-08),22=3-08, (min.1-08) Max Gray 15=3505(LC 1),22=1337(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 (Ib)or less except when shown. TOP CHORD 2-3=-4483/0,3-4=-4483/0,4-5=-6244/0, 5-6=-6244/0,6-7=-6033/0,7-8=-6033/0, 8-9=-6033/0,9-10=-3935/0,10-11=-3935/0, 11-12=0/843,12-13=0/837 BOT CHORD 21-22=0/2612,20-21=0/5661,19-20=0/6033, 18-19=0/6033,17-18=0/5330,16-17=0/5330, 15-16=0/1851 WEBS 12-15=-365/0,2-22=-2869/0,11-15=-2940/0, 2-21=0/2069,11-16=0/2304,3-21=-275/0, 10-16=-307/0,4-21=-1302/0,9-16=-1542/0, l 4-20=0/644,9-18=0/1163,5-20=-383/0, 7-18=-462/0,6-20=-374/695,6-19=-252/37, 13-15=-2018/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 1.5x3 MT20 unless otherwise indicated. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Load case(s)1 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building anc governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design Information as It may r slate to a specific building.Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanen bracing. Refer to Building Component Safety Information(SCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Jqb Truss Truss Type Qty Ply 22062866BF F06 Floor 4 1 Job Reference(optional) UFP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print:8.510 S Oct 22 2021 MiTek Industries,Inc.Tue Jul 12 11:21:03 Page:1 ID:rdDYUeYRhJPCimsW5OkkGiyyraN-99O99NJ0CSYZXSoc1 tPwngaW6djrFogNulaulYyyi0W 1-07-06 1,Q8 I 1-04-06 1.5x3 1.5x3 a 2-06-00 I 3x6 FP 1.5x3= 4x6= 3x4= 3x4= 3x4n 1.5x3 n 1.5x3 a 1.5x3 n 4x8= 0 1 2 3 4 5 6 7 8 9 10 11 o 9 4 4o o`° L 4 o o B1 , 4 17 16 15 14 13 3x6= 3x6= 4x6= 4x8= 3 c6■ MT181-IS 3x12 FP 3x4= 16-02-00 16-02-00 Scale=1:38.4 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/deft L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.25 14-16 >756 480 MT18HS 220/190 TCDL 15.0 Lumber DOL 1.00 BC 0.61 Vert(CT) -0.39 14-16 >494 360 MT20 197/144 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.03 12 n/a n/a BCDL 5.0 Code IRC2015/TPI2014 Matrix-S Weight:76 lb FT=20%F,12%E LUMBER TOP CHORD 2x4 DF 2850F 2.3E or 2x4 SP 2850F 2.3E (flat) BOT CHORD 2x4 DF 2850F 2.3E or 2x4 SP 2850F 2.3E (flat) WEBS 2x4 SPF No.2(flat) OTHERS 2x4 SPF No.2(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 12=Mechanical,(min.1-08), 18=3-08,(min.1-08) Max Gray 12=955(LC 1),18=948(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 (Ib)or less except when shown. TOP CHORD 2-3=-2130/0,3-4=-2130/0,4-5=-3106/0, 5-6=-3106/0,6-7=-2444/0,7-8=-2444/0, 8-9=-2444/0,9-10=-2444/0 BOT CHORD 17-18=0/1234,16-17=0/2763,15-16=0/3183, 14-15=0/3183,13-14=0/2444,12-13=0/1251 WEBS 10-12=-1524/0,2-18=-1498/0,10-13=0/1470, 2-17=0/1104,9-13=-613/0,4-17=-780/0, 4-16=0/422,6-14=-908/0 NOTES 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard THIS IS A TRUSSCOMPONENT PLACEMENT DIAGRAM fTPO)ONLY:NOT AN ENGINEERED DOCUMENT.trusses aro desproa as e0ndtel buldngcomµ+nenra the ncoryor»d into be budding dosgn al the apoctreoon of ineteldng Comm.See...al Iuss design Moving,(TDD',1 lomach buss deign Nunlifed on the TPo.The WWirg deignic a responsible for 1 0 011s/anl permanent tracing o1 the roof and hoer system and kr Me overall Orocwm.The deegn of the supped structure incaaling but rot hinted to heaters,beams,wags,and crimes is W0 the responsb!Ily of the building desgner.For general guidance 1,5310 ro...bon and bracing,con0Al•Buking Canpon.t Safety Information•(KM/avitabe from the SEC Asscealon(wwr.,bcxanpmenletink It ate...matey W Me General Con0a0kr to verily Oral Are proyMed cansonenl layout matches de final intended wnsAWan plane.toadrg conditions.and use.II Coy do not,it is the respnoebillly 01 the General Contractor to notify UFP and provide pans containing the latest speak:ae o s and desi!ns UFP w11 non be responsible for Wan change,by others gger final approval M shop dlawigs,or for ormrt or nndifr00 s made or sae during consnklm.DO NOT CUT.NOTCH. DRILL,OR OTHERWISE'REPAIR'MANUFACTURED TRUSSES IN ANY WAY WITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP.The Framer Is responnbe to verily all dimensions,npbderg adNsli g member spaying within tolerances to tens for ee drop and rise of pumbingalVAC ones hoed olhww:se.Tmeb104a11 comec(ore.A shown.are for upl0 only and do rot consider 41104 bads.All sonoesbws on 1!i,pfojecl are to be 1S1Mind per the connector,narwficturer3....ions.All connectors sham Cal ere not ars.Halnae are suggestions only and are b be verified by the B&MMinn Designer or Engineer of Record for avtabilily m the particular project.000 accepts no mepamibllly kr Or.stied.applralen 00 sutbil y of arty wnecbr that It not brae-it...e day apply le the speak Unarm. 0 hi ii i f __.. _...___.__._._.__ 32'0" s s 4 1 E l l . N 24'0" 8'0" 4g i_. m a Z I I--..._._ Tor;Sr=— I.----- —1 1'iC1/2", 1 a ti Ka R 4 s 1 hit o I o�' 8 - ,. - , qq 1'1 C 112" 1 is " N j R i { `— • • H ` I B 0 j • N f O 1 • K2c ' 'I • 1'1C 1/2"j I ... ...._ 9 I N I R I I i {I..n- -... .. . _� lire • 9 I �4 II 0 .-,_ . . . ...� .. _.... .,,,,,..-. , 0 4N 4 i < \ s K R . m 04 • j ' _. y°A R r11 Y - ... ,.. Tin c R .r..,T01(20) 6z _>r_ 1 ,,,....,x,.�. ..om»,-, .. Hmx...«w m..,..,, T s 09 1 ,.I .. inS; ...ro... .... ..... 1.' A -,,,,8 4 1 • Ili o• ; q i • ({• 0_ 01 I I S j -,— k I A q 0 S • \ \ TO \ \ 24 0 — 8 0" --'----,.. ,A. ..... __.._.._ 32'0" / --- ibis drawing u property of UFP Site Suit,LLC' TR U S AX UFP BUILT f pp • Washington Ottombre Any unauthorized use A this document without An„a01151.11i,:new.... .............................................._.._ written permission is prohibited.UFP relinquishes I' pp >i 8 8 - ownership of delivered product upon delivery. ❑.{yjt•::I� ore Auburn(3151253-2353 •,�FI ---- Owner of product meal obtain OFP's autlndzetion <! '`� = UFP eeunOnnwn(soul A6i nAs v P E um Berlin(Boot lord 0*10 Y prior to any alteration or modification of product; �i UFP Gordon(aeo)Aee-2e11 043 g^' UFP will not he held responsible for any �-± UFP Nndson(B00)333 3092 Single Family Residence unauthorizedmoffca onsdoneo cossinarted �Q ;ti• ° . uFPNewwnasnr(Bpp)Ba-2 • Northampton,MA outpriorwrittenauthorizationfromUFP „„„,µ„,,, UPsdney(6o)5a3155sUFP Parker( )342- 3 wlm Job Truss Truss T e QtyPI YP Y 22062866BR TO1 Common 20 1 Job Reference(optional) UFP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print:8.510 S Oct 22 2021 MiTek Industries,Inc.Tue Jul 12 11:66:10 Page:1 ID:FNNtquR_Fmu3AOOdmz_3P7yys2C-Rim3aAgHm78TRPylWbDFDCth?NAE99zfdjDRkMyygVa -3-01-08 6-01-12 I 12-00-00 I 17-10-04 I 24-00-00 27-01-08 3-01-08 6-01-12 5-10-04 5-10-04 6-01-12 3-01-08 5x6 0 5 5112 4x6o 4x6c 14 2 15 5x6 s 4 6 5x6a 3 7 0 4 C 7 M18AHS 5x12 n 1 M18AHS 5x12 co co 2 8 0 1 1 9 13 B1 BZ 10 12 16 17 11 3x8= 3x8= 3x4= 5x6= 8-00-09 I 15-11-07 I 24-00-00 8-00-09 7-10-13 8-00-09 Scale=1:53.8 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 35.0 Plate Grip IDOL 1.15 TC 0.84 Vert(LL) -0.16 11-12 >999 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.60 Vert(CT) -0.24 11-12 >999 180 M18AHS 142/136 TCDL 15.0 Rep Stress Ina YES WB 0.46 Horz(CT) 0.06 10 n/a n/a BCLL 0.0* Code IRC2015/TP12014 Matrix-MS BCDL 10.0 Weight:129 lb FT=20% LUMBER 4) This truss has been designed for greater of min roof live TOP CHORD 2x6 SPF No.2 load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on BOT CHORD 2x4 SPF No.2 overhangs non-concurrent with other live loads. WEBS 2x4 SPF No.2 5) All plates are MT20 plates unless otherwise indicated. BRACING 6) *This truss has been designed for a live load of 20.0psf TOP CHORD Structural wood sheathing directly applied or on the bottom chord in all areas where a rectangl 5-0-6 oc purlins, except end verticals. 3-06-00 tall by 2-00-00 wide will fit between the b ttom BOT CHORD Rigid ceiling directly applied or 10-0-0 oc chord and any other members,with BCDL=10.0 sf. bracing. 7) Provide mechanical connection(by others)of tru s to WEBS 1 Row at midpt 3-13,7-10 bearing plate capable of withstanding 142 lb uplj at REACTIONS (size) 10=3-08,(min.2-12),13=3-08, joint 13 and 142 lb uplift at joint 10. (min.2-12) 8) This truss is designed in accordance with the 201 Max Horiz 13=-50(LC 12) International Residential Code sections R502.11. and Max Uplift 10=-142(LC 12),13=-142(LC 11) R802.10.2 and referenced standard ANSIlTPI 1. Max Gray 10=1751(LC 19),13=1751(LC 18) LOAD CASE(S) Standard FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 (Ib)or less except when shown. TOP CHORD 3-4=-1732/121,4-14=-1607/125, 5-14=-1607/137,5-15=-1609/138, 6-15=-1610/126,6-7=-1736/122, 2-13=-690/231,8-10=-690/231 BOT CHORD 12-13=-91/1591,12-16=-1/1282, 16-17=-1/1282,11-17=-1/1282, 10-11=-40/1591 WEBS 3-13=-1866/79,7-10=-1867/79, 3-12=-300/139,5-12=-45/505,5-11=-47/507, 7-11=-299/139 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust) Vasd=92mph;TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat. II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2)-3-1-8 to 0-1-12,Interior(1)0-1-12 to 9-0-0,Exterior(2)9-0-0 to 15-0-0,Interior(1)15-0-0 to 23-10-4,Exterior(2)23-10-4 to 27-1-8 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow); Category II;Exp B;Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically. Appii :bility of design parameters and proper incorporati.n of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with con.itions and requirements of the specific building an.governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may r late to a specific building.Certification is valid only hen truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Job Truss Truss Type Qty Ply 22062866BR TO1GE I Common Supported Gable 12 I 1 I Job Reference(optional) UFP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print:8.510 S Oct 22 2021 MiTek Industries,Inc.Tue Jul 12 11:56:10 Page:1 ID:NhE3FmD8BRy_rDJwVP74?dyyslC-Rim3aAgHm78TRPyIWbDFDCth?NJ99EgfdjDRkMyygVa ' -3-01-08 I 12-00-00 I 24-00-00 I 27-01-08 I 3-01-08 12-00-00 12-00-00 3-01-08 5x6 a 8 Bx8• 7 / 9 8x8a 51f 29 30 f 6 m 1 10 5 11 4 0 4 g o 6 1 12 d� S`5 ST; 144 5x6a 3 T I S-4 .3 4 11 13 5x6u 2 .63 8 3 14 I S 2 6 2 I o ' ST1 a 1 15 — 9 28 4l1 0 I 0 0 . 0 0 0 lilt -0 0 . If Al0116 27 26 25 24 23 22 21 20 19 18 17 5x6■ I 24-00-00 Scale=1:54 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.03 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 16 n/a n/a BCLL 0.0• Code IRC2015/TPI2014 Matrix-MR BCDL 10.0 Weight:135 lb FT=20% LUMBER 2) Truss designed for wind loads in the plane of the truss TOP CHORD 2x6 SPF No.2 only. For studs exposed to wind(normal to the face), BOT CHORD 2x4 SPF No.2 see Standard Industry Gable End Details as applicable, J1EBS 2x4 SPF No.2 or consult qualified building designer as per ANSI/I-PI 1. OTHERS 2x4 SPF No.2 3) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow); BRACING Category II;Exp B;Partially Exp.;Ct=1.10 TOP CHORD Structural wood sheathing directly applied or 4) Unbalanced snow loads have been considered f r this 6-0-0 oc purlins, except end verticals. design. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 5) This truss has been designed for greater of min r of live bracing. load of 16.0 psf or 2.00 times flat roof load of 35. psf on REACTIONS All bearings 24-00 00. overhangs non-concurrent with other live loads. (Ib)- Max Horiz 28=-50(LC 16) 6) All plates are 2x4 MT20 unless otherwise indicat . Max Uplift All uplift 100(Ib)or less at joint(s) 7) Gable requires continuous bottom chord bearing. 18,19,20,21,23,24,25,26 8) Truss to be fully sheathed from one face or recur ly except 16=-160(LC 8),17=-454 braced against lateral movement(i.e.diagonal w b). (LC 17),27=-454(LC 17),28=-161 9) Gable studs spaced at 2-0-0 oc. (LC 7) 10)•This truss has been designed for a live load of 0.0psf Max Gray All reactions 250(Ib)or less at joint on the bottom chord in all areas where a rectangl (s 17,27 except 16=1023(LC 17), 3-06-00 tall by 2-00-00 wide will fit between the b ttom 18=295(LC 19),19=259(LC 19), chord and any other members. Provide mechanical connection(by others)of trs 20=310(LC 19),21=345(LC 19), 11)bearing plate capable of withstanding 100 lb uplif ato 22=272(LC 1),23=345(LC 18), joint(s)23,24,25,26,21,20,19,18 except(jt=lb 24=310(LC 18),25=259(LC 18), 28=160,16=159,27=453,17=453. 26=295(LC 18),28=1023(LC 17) 12)This truss is designed in accordance with the 201 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 International Residential Code sections R502.11. and (Ib)or less except when shown. R802.10.2 and referenced standard ANSI/TPI 1. i TOP CHORD 2-28=-1015/391,14-16=-1015/391 LOAD CASE(S) Standard I ?EBS 7-23=-304/90,6-24=-269/74,4-26=-255/95, 3-27=-142/506,9-21=-304/90, 10-20=-269/74,12-18=-255/95, 13-17=-142/506 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust) Vasd=92mph;TCDL=5.0psf;BCDL=S.opsf;h=24ft;Cat. II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Corner(3)-3-1-8 to 0-1-12,Exterior(2)0-1-12 to 9-0-0,Corner(3)9-0-0 to 15-0-0,Exterior(2)15-0-0 to 23-10-4,Corner(3)23-10-4 to 27-1-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically. Appli;ability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building anc governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Job Truss Truss Type Qty Ply 22062866BR I T03 Roof Special 15 I 1 I Job Reference(optional) UFP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print:8.510$Oct 22 2021 MiTek Industries,Inc.Tue Jul 12 11:56:10 Page:1 ID:wk?psBgTNoXBiQKxvYHhjRyys_1-Rim3aAgHm78TRPy1W bDFDCth?N7y930fdjDRkMyygVa -3-01-08 4-00-05 7-11-15 12-00-00 17-01-01 22-00-08 2 -04- 2 26-11-14 32-00-00 1 3-01-08 I 4-00-05 I 3-11-10 I 4-00-01 I 5-01-01 I 4-11.07 1-04-04 3-07-02 I 5-00-02 4x60 5x6• _ _ 3x4e 6 4/11111111 4x40 512 4 245 �t_ 25 5x6a MT2OHS 10x14 s v. \. 7 26 4 8 s 4x6a — 00 23 3 ' 19 �N 6x8o 0 9��^�C 8x8a �►� 9 9 9 4 d' <° 2 20 18 iV`:�'w� 10 4 Co 0 sn�� 4x4: ��iP. 4x4. 4 d' c CT/ 1 IWPI 21 " 4444 7 11 M �', 22 • 5x6.s 6x8a 4x6i 16 4�rvet_4 27 QI — 4x6a m 2x4u 15- sf� 12 g 4x6s Q vs 14 \ �� Co M M 5L 4x4: 4x4a �� f` — 12 ` 13 R— — 2x4u 10-00 4-00-05 7-11-15 12-00-10 17-01-01 22-00-08 2 -04-12 26-11-14 31-02-00 32-00 00 1 1 3-02-05 l 3-11-10 4-00-11 l 5-00-08 i 4-11-07 1 3-07-02 I 4-02-02 I I 10-00 1-04-04 10-00 Scale=1:69.3 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.27 19-20 >999 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.81 Vert(CT) -0.47 18-19 >588 180 MT2OHS 148/108 TCDL 15.0 Rep Stress lncr YES WB 0.88 Horz(CT) 0.42 15 n/a n/a BCLL 0.0` Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight:177 lb FT=20% LUMBER 1) Wind:ASCE 7-10;Vult=117mph(3-second gust) TOP CHORD 2x6 SPF No.2 Vasd=92mph;TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat. BOT CHORD 2x6 SPF No.2 ll;Exp B;Enclosed;MWFRS(envelope)exterior zone NEBS 2x4 SPF No.2 and C-C Exterior(2)-3-1-8 to 0-1-12,Interior(1)0-1-12 BRACING to 8-9-10,Exterior(2)8-9-10 to 15-2-6,Interior(1) TOP CHORD Structural wood sheathing directly applied or 15-2-6 to 28-7-14,Exterior(2)28-7-14 to 31-10-4 zone; 3-3-10 oc puriins, except end verticals. cantilever left and right exposed;end vertical left and SOT CHORD Rigid ceiling directly applied or 3-9-7 oc right exposed;C-C for members and forces&MWFRS bracing. for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 REACTIONS (size) 13=3-08,(min.1-08),15=5-08, 2) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow); (min.4-03),22=3-08,(min.2-04) Category II;Exp B;Partially Exp.;Ct=1.10 Max Horiz 22=-114(LC 12) 3) Unbalanced snow loads have been considered f.r this Max Uplift 13=-211(LC 18),15=-105(LC 12), design. 22=-145(LC 11) 4) This truss has been designed for greater of min r.of live Max Gray 13=-10(LC 17),15=2674(LC 1), load of 16.0 psf or 2.00 times flat roof load of 35.. psf on 22=1613(LC 18) overhangs non-concurrent with other live loads. FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 5) All plates are MT20 plates unless otherwise indict ted. (Ib)or less except when shown. 6) *This truss has been designed for a live load of•0.0psf TOP CHORD 2-22=-1545/227,2-3=-2602/130, on the bottom chord in all areas where a rectangl- 3-23=-4094/137,4-23=-4026/148, 3-06-00 tall by 2-00-00 wide will fit between the bottom 4-24=-3835/0,5-24=-3799/0,5-6=-3774/0, chord and any other members. 6-25=-3864/0,7-25=-3968/0, 7) Bearing at joint(s)22,13 considers parallel to gr-n 7-26=-2144/106,8-26=-2202/104, value using ANSI/TPI 1 angle to grain formula. B ilding 8-9=-2317/96,9-10=0/1715,10-11=0/3327, designer should verify capacity of bearing surfac:. 11-27=0/1320,12-27=0/1261 8) Provide mechanical connection(by others)of tru s to BOT CHORD 20-21=-78/2483,19-20=-53/4041, bearing plate capable of withstanding 145 lb upli at 18-19=0/2050,17-18=-1793/53, joint 22,211 lb uplift at joint 13 and 105 lb uplift a joint 16-17=-1828/42,15-16=-3260/54, 15. 14-15=-1221/19 9) Beveled plate or shim required to provide full bea ing NEBS 4-19=-314/464,3-21=-828/69, surface with truss chord at joint(s)15. 2-21=-69/2307,3-20=-8/1430,4-20=-491/53, 10)This truss is designed in accordance with the 2015 12-14=-1171/0,7-18=-932/45,7-19=0/2169, International Residential Code sections R502.11. and 9-18=0/3579,9-16=-1431/66, R802.10.2 and referenced standard ANSI/TPI 1. 10-16=-24/1783,10-15=-1758/62, LOAD CASE(S) Standard 11-15=-1966/92,11-14=0/389,6-19=0/2484 NOTES This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically. Appli ability of design parameters and proper incorporati.n of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with con.itions and requirements of the specific building an.governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may r:late to a specific building.Certification is valid only hen truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanen bracing. Refer to Building Component Safety Infor ation(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Job I Truss Truss Type 1 Qty 1 Ply 22062866BR T04 Roof Special Structural Gable 1 1 Job Reference(optional) )1FP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print:8.510 S Oct 22 2021 MiTek Industries,Inc.Tue Jul 12 11:56:10 Page:1 ID:FgB7bPQ_6ydbxX5ululEXvyyrok-Rim3aAgHm78TRPyIWbDFDCth7N5n93QfdjDRkMyygVa I -3-01-08 I 4-00-05 , 7-11-15 I 12-00-00 I 16-10-08 I 21 10-04 I 26-09-10 I 32-00-00 3-01-08 4-00-05 3-11-10 4-00-01 4-10-08 4-11-12 4-11-06 5-02-06 4x6 s 6x6'i 3x4 s 6 — — 3x8s 51.2 4 2250�r�; 23 4x4a MT2OHS 10x14 s 21 y,•�"�— � •iiii 7 24 4 8a — q (q0 3 17 r\VI� sxsa d) cb .0' 8x8a b 9 9 c? 4 2 'A� 18 1s !� ao 5-— ems.;�� 4x60 6x6a 11 5x10a ^ fi o� co 1 10 4 7 -- , 19 us. 25 5x8a 'h=� 20 6x8s 14 — �") 8x8a �� ao ao 3x4e 5L \, i� 11 00— Mq 12 13 �' 4 cc c3 7 — ........................................................... 12'— — 6x6a 4x10■ 1i-0 4-00-05 7-11-15 j 12-00-10 I 16-10-08 I 21-10-04 j 26-09-10 I 31-02-00 32i 0-I 0 10-00 3-02-05 3-11-10 4-00-11 4-09-14 4-11-12 4-11-06 4-04-06 10-00 Scale=1:67.4 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.44 16-17 >721 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.95 Vert(CT) -0.76 16-17 >418 180 MT2OHS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.67 13 n/a n/a BCLL 0.0` Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight:177 lb FT=20% LUMBER 1) Wind:ASCE 7-10;Vult=117mph(3-second gust) TOP CHORD 2x6 SPF No.2*Except`8-11:2x6 SPF 2100F Vasd=92mph;TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat. 1,8E II;Exp B;Enclosed;MWFRS(envelope)exterior zone BOT CHORD 2x6 SPF No.2 and C-C Exterior(2)-3-1-8 to 0-1-12,Interior(1)0-1-12 NEBS 2x4 SPF No.2*Except*14-10:2x4 SPF to 8-9-10,Exterior(2)8-9-10 to 15-2-6,Interior(1) 2100F 1.8E 15-2-6 to 28-7-14,Exterior(2)28-7-14 to 31-10-4 zone; BRACING cantilever left and right exposed;end vertical left and TOP CHORD Structural wood sheathing directly applied or right exposed;C-C for members and forces&MWFRS 2-8-5 oc purlins, except end verticals. for reactions shown;Lumber DOL=1.60 plate grip BOT CHORD Rigid ceiling directly applied or 2-2-0 oc DOL=1.60 bracing. 2) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow); WEBS 1 Row at midpt 11-13 Category II;Exp B;Partially Exp.;Ct=1.10 REACTIONS (size) 12=8 00-00,(min.3-07), 3) Unbalanced snow loads have been considered for this desn. 13=8-00-00,(min.3-07),20=3-08, This truss (min.2-07) 4) This truss has been designed for greater of min roof live Max Horiz (min.2- 7)(L 12) load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on Max Uplift 210=-114(LC 1),13=-142(LC 12), overhangs non-concurrent with other live loads. 20=-14491 11) 5) All plates are MT20 plates unless otherwise indicated. Max Gray 0=-14 (LCLC 11),13=3342(LC 1), 6) *This truss has been designed for a live load of 20.0psf 20=1746(LC 18) on the bottom chord in all areas where a rectangl= 3-06-00 tall by 2-00-00 wide will fit between the bottom FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 chord and any other members. (Ib)or less except when shown. 7) Bearings are assumed to be:,Joint 13 SPF No. TOP CHORD 2-20=-1677/230,2-3=-2959/128, crushing capacity of 425 psi. 3-21=-4810/133,4-21=-4741/144, 8) Bearing at joint(s)20,12,13 considers parallel t.grain 4-22=-5225/0,5-22=-5190/0,5-6=-5166/0, value using ANSI/TPI 1 angle to grain formula. :uilding 6-23=-5296/0,7-23=-5375/0, designer should verify capacity of bearing surfac=. 7-24=4238/153,8-24=-4291/145, 9) Provide mechanical connection(by others)of tru s to 8-9=-4399/143,9-10=-1163/222, bearing plate capable of withstanding 144 lb upli at 10-25=0/3870,11-25=0/3804,11-12=0/913 joint 20,912 lb uplift at joint 12 and 142 lb uplift a joint BOT CHORD 18-19=-76/2838,17-18=-49/4756, 13. 16-17=0/4174,15-16=-98/799, 10)This truss is designed in accordance with the 20 5 14-15=-115/786,13-14=-4139/60 International Residential Code sections R502.11. and AIEBS 7-17=0/1601,7-16=-800/39,9-16=0/3300, R802.10.2 and referenced standard ANSI/TPI 1. 9-14=-1221/85,10-14=-138/4636, LOAD CASE(S) Standard 10-13=-1988/182,11-13=-3329/11, 4-17=0/900,6-17=0/3577,3-19=-955/68, 2-19=-67/2626,3-18=-16/1762,4-18=-619/56 NOTES This design is based upon parameters shown,and is for an Individual building component to be installed and loaded vertically. Appl'ability of design parameters and proper incorporation of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with co itions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may r late to a specific building.Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanen bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Job Truss Truss Type Qty Ply 22062866BR T05 Roof Special 13 I 1 I Job Reference(optional) UFP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print:8.510 5 Oct 22 2021 MiTek Industries,Inc.Tue Jul 12 11:56:10 Page:1 I D:_NyT6in EkM ki N kfQJPIU3 W yyrn_-R1m3aAq H m78TRPyl W b D FDCth9N4892AfdiDRkMyygVa -3-01-08 I 4-00-05 7-11-15 112-00-00 I 16-00-14 I 20-00-01 I 24-00-00 i 27-01-08 3-01-08 4-00-05 3-11-10 4-00-01 4-00-14 3-11-03 3-11-15 3-01-08 4x6s 5x8n 3x44 6 T — 12 3x4 c 4x6.e re 721 512 4 205.�� 73►� . 8 4x6c 19 Amman 22 4x6a co 3 15 9 0 rn 8x12a 9 5' MT2OHS 10x1, 16 14 MT2OHS 10x14 e a 2 0 a o iiM1101,0„� 4x6 s 4x6a i- 1 17 12 13 `V�,1 11 9 18 :. 6x8c 6x8a. a 12 — 3x4s 3x4s 10-00 4-00-05 I 7-11-15 I 12-00-10 T 16-00-14 I 20-00-01 i 23-03-03 240 0-00 0-0 3-02-05 3-11-10 4-00-11 4-00-04 3-11-03 3-03-02 1 Scale=1:55.9 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.38 14-15 >742 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.99 Vert(CT) -0.67 15-16 >427 180 MT2OHS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.63 12 n/a n/a BCLL 0.0* Code IRC2015/TP12014 Matrix-MS BCDL 10.0 Weight:141 lb FT=20% LUMBER 3) Unbalanced snow loads have been considered for this TOP CHORD 2x6 SPF No.2 design. BOT CHORD 2x6 SPF No.2 4) This truss has been designed for greater of min roof live ✓VEBS 2x4 SPF No.2 load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on BRACING overhangs non-concurrent with other live loads. TOP CHORD Structural wood sheathing directly applied or 5) All plates are MT20 plates unless otherwise indicated. 2-8-9 oc purlins, except end verticals. 6) *This truss has been designed for a live load of 20.0psf BOT CHORD Rigid ceiling directly applied or 2-2-0 oc on the bottom chord in all areas where a rectangle bracing. 3-06-00 tall by 2-00-00 wide will fit between the bottom REACTIONS (size) 12=3-08,(min.2-07),18=3-08, chord and any other members. (min.2-07) 7) Bearing at joint(s)18,12 considers parallel to grain Max Horiz 18=-47(LC 16) value using ANSI/TPI 1 angle to grain formula. Building Max Uplift 12=-141(LC 12),18=-141 (LC 11) designer should verify capacity of bearing surface. Max Gray 12=1750(LC 1),18=1750(LC 1) 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 141 lb uplif;at FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 joint 18 and 141 lb uplift at joint 12. (Ib)or less except when shown. 9) This truss is designed in accordance with the 2015 TOP CHORD 2-18=-1681/221,2-3=-2960/165, International Residential Code sections R502.11.1 and 3-19=-4908/212,4-19=-4840/220, R802.10.2 and referenced standard ANSI/TPI 1. 4-20=-5618/73,5-20=-5582/76, LOAD CASE(S) Standard 5-6=-5557/87,6-7=-5699/97,7-21=-5722/87, 8-21=-5760/83,8-22=-4937/118, 9-22=-5007/109,9-10=-3008/114, 10-12=-1681/220 BOT CHORD 16-17=-158/2838,15-16=-170/4864, 14-15=-18/4965,13-14=-56/2885 WEBS 2-17=-101/2624,3-17=-957/82, 3-16=-9/1865,4-16=-650/50,4-15=0/981, 6-15=-10/3921,8-15=0/1018,8-14=-659/48, 9-14=0/1913,9-13=-955/62,10-13=-56/2667 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust) Vasd=92mph;TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat. II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2)-3-1-8 to 0-1-12,Interior(1)0-1-12 to 9-0-0,Exterior(2)9-0-0 to 15-0-0,Interior(1)15-0-0 to 23-10-4,Exterior(2)23-10-4 to 27-1-8 zone; cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow); Category II;Exp B;Partially Exp.;Ct=1.10 This design is based upon parameters shown,and is for an individual building component to be installed and loaded vertically. Appli;ability of design parameters and proper incorporatilcn of component is responsibility of the Building Designer. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building anc governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFPI plant. Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Infor'nation(BCSI) for general guidance regarding storage,erection and bracing available from SBCA and Truss Plate Institute. Job I Truss Truss Type Qty Ply 22062866BR TO5GE I Roof Special Supported Gable 1 I 1 I Job Reference(optional) UFP Site Built,LLC,UFP SE Engineering Run:8.51 S Oct 22 2021 Print:8.510 S Oct 22 2021 MiTek Industries,Inc.Tue Jul 12 11:$6:10 Page:1 I D:i B F E B pK9 MT_PMZOD NTZIojyyrkz-Rim3aAq H m78TRPyl W b D F DCth?N J99E8fdj D RkMyygV a I 3-01-08 I 12-00-00 I 12-00-00 1 3?01108 5x6 9 4x6o 001° 9 4x6♦ — — 512 32a - Oy2 1 53 6 I� s .� : 12 5 i o-1 0 3 13 — Q� a 24 : o4co6) aYo 4 1 1 25 6x6• 23 0 3 C 14 s _ 4x6a 3 1 ° 1 S 3 C 15 5X6II q rb 2 4-1 S 26 22 C o 16 ab o — s 1 s 27 21 �.,i q 1 31 �� 28 15 2 20 �� 2 17 — ::_o ::::❖.:.❖:::❖:❖:::❖:❖ i2i2i•:::•:init❖igti.itai.❖::❖:•::❖.:..iati:...❖:❖:::: :: ❖.tw., ; 18 — •30• _•29 19 4x6= 3x8 n 3x8u 0-00 12-00-10 I 23-03-03 24-00-00I 0-00 11-02-10 11-02-09 $-13 Scale=1:55.9 Loading (psf) Spacing 2-00-00 CSI DEFL in (loc) 1/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) 0.00 18-19 >999 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 18-19 >999 180 TCDL 15.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 18 n/a n/a BCLL 0.0' Code IRC2015/TPI2014 Matrix-MR BCDL 10.0 Weight:12$lb FT=20% LUMBER 2) Truss designed for wind loads in the plane of the truss TOP CHORD 2x6 SPF No.2 only. For studs exposed to wind(normal to the face), BOT CHORD 2x6 SPF No.2 see Standard Industry Gable End Details as appl cable, J/EBS 2x4 SPF No.2 or consult qualified building designer as per ANS/TPI 1. OTHERS 2x4 SPF No.2 3) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow); BRACING Category II;Exp B;Partially Exp.;Ct=1.10 TOP CHORD Structural wood sheathing directly applied or 4) Unbalanced snow loads have been considered for this 6-0-0 oc purlins, except end verticals. design. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc 5) This truss has been designed for greater of min roof live bracing. load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on REACTIONS All bearings 24-00-00. overhangs non-concurrent with other live loads. (Ib)- Max Horiz 31=51(LC 15) 6) All plates are 2x4 MT20 unless otherwise indicated. Max Uplift All uplift 100(Ib)or less at joint(s) 7) Truss to be fully sheathed from one face or securely 20,21,22,23,25,26,27,28,30 braced against lateral movement(i.e.diagonal web). except 18=-165(LC 8),19=-443 8) Gable studs spaced at 2-0-0 oc. (LC 17),29=493(LC 17),31=-159 9) *This truss has been designed for a live load of 20.0psf (LC 7) on the bottom chord in all areas where a rectangle Max Gray All reactions 250(Ib)or less at joint 3-06-00 tall by 2-00-00 wide will fit between the bottom (s)19,24,29,30 except 18=1058 chord and any other members. (LC 17),20=297(LC 1),21=267 10)Bearings are assumed to be:Joint 19 SPF No.2 (LC 19),22=314(LC 19),23=334 crushing capacity of 425 psi. (LC 19),25=338(LC 18),26=313 11)Provide mechanical connection(by others)of truss to (LC 18),27=266(LC 18),28=305 bearing plate capable of withstanding 100 lb uplift at (LC 1),31=1015(LC 17) joint(s)30,25,26,27,28,23,22,21,20 except(jt=lb) 31=159,18=165,29=493,19=442. FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 12)This truss is designed in accordance with the 2015 (Ib)or less except when shown. International Residential Code sections R502.11.1 and TOP CHORD 2-31=-1023/393,16-18=-1013/391 R802.10.2 and referenced standard ANSI/TPI 1. J/EBS 8-25=-294/103,6-26=-273/68, LOAD CASE(S) Standard 4-28=-264/101,3-29=-150/525, 10-23=-292/103,12-22=-274/68, 14-20=-262/100,15-19=-146/515 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust) Vasd=92mph;TCDL=5.0psf;BCDL=5.0psf;h=24ft;Cat. II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Corner(3)-3-1-8 to 0-1-12,Exterior(2)0-1-12 to 9-0-0,Corner(3)9-0-0 to 15-0-0,Exterior(2)15-0-0 to 23-10-4,Corner(3)23-10-4 to 27-1-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ® 1.,_it / . V '`� /7".„„r?y,* 7 it'..:1 : ,ifr - 7,-"-- „., ,fzr/ 4' / 7/ 7/F /7 A i:;‘4"1 1 , 7 4::4:14rit ''' i (********.' d 3 i L k ^? ,!I'! ,A s .7, .,,,,.,.4 ' ,<"' f 'i I i / , tifil ' ;IP:i 4' 7 St T.,,'' 7 *4,''' , I': 3 ' yak` V' �\ \\� '. t ,,,,i,4, „.:: s:? its(e--/i i r.......-,,4;:?t,,.., ,,,„ , ..-rsf :4" e .is( It y ff f S Y.v f Jjj �� $3 3 1 E- iiit 5 4ex 4' p3�jj''7r7''i � E j ,a„ Classic Wood-Clad 92 system ail System & Geometries ,, From the inside of the rooms the frames of wood and aluminum windows ace m of external < (//4 /.4 (#1 aluminum profiles protect against ade unfavorablewoodwhile weather conditions.Wood in conjunction with the aluminum ,� allows to obtain,in addition to the unusual stability of the entire joinery,also a very high thermal insulation of u the window SOFT- w LA ... ' .. �' � RETRY` LINEA• L..1 4 iii: I(' 104. >. ci, „, „, LJ 0 UAD`AT QUADRATFB INTEGRAL PASIV w Side and bottom hung windows, tilt&turn windows Materials " Woods: Finger Joint Pine-all layers longitudinally finger joined. Only used under solid colors. Natural Pine-Solid outer layers without finger joints. Shorea Oak Larch Spruce Other Species -according to individual inquire System Depth Fitting Thickness 3 5/8 " (92 mm) (without aluminium clads) up to 13/4 inches (44 mm) Aluminium:Standard colors from the RAL palette: RAL 9016, RAL 9007, RAL 9006, RAL 9005, RAL 8019, RAL 8017, RAL 8011, RAL 8007, RAL 8003, RAL 8001, RAL 7042, RAL 7035,RAL 7001,RAL 6029, RAL 6005,RAL 5015,RAL 5013, RAL 5010,RAL 3003,RAL 3002, RAL 1013,RAL 1033 Optionally,the following colors are available: Other colors from the RAL palette and 124 colors in the shades from metallic grays to wood-like colors. Wood Varnishes: Made by TEKNOS company,eco-friendly 4-coat system Standard solid colors:white RAL 9016, BROWN RAL 8017 Standard azure colors:16 colors-STONE PINE,OLD PINE,CYPRESS, IROKO,CHESTNUT,SIPO, FRAMIRE, SAPELLI,OAK,CALVADOS, NUT, KEMPAS,AFROMOSIA,CHERRY,VENGE,ACAJOU Available options: solid colors from the RAL palette, NCS,azure colors upon individual request. Fittings & Handles _ ' _.3 PI Fittings,made by the companies SIEGENIA or G-U,in the standard version:equipped with micro-tilting,lifting mishandling device, UR sash lift. Available options: fitting of increased burglary resistance class WK1,WK2 covered fittings friction brakes and in the handle reed relay. Handles; Made by HOPPE company,type:SECUSTIK,model:LUXEMBOURG . Standard colors:White, Bronze,Silver(F1),Titanium(F9),Old Gold(F4),Champagne(F2). Available options: handles with a key, button or other models available on the market. Water i.htness .. 7A �: LxN$esaz XF .. Class : Standard : EN 12208 No water infiltration up to the pressure 6,3 Psf- 49 Mph (300 Pa). alll Air I ermeabilit Class 4 Class 4 indicates the system has been tested under pressures up to 1?,5 psf(70 mph) s Standard EN 12207 and had below the class Limit of air permeability 4,95 cu ft/h/sqf for fixed windows and 6,6 cu ft/h/sqf for operating windows throughout the system. sa Wind resistance under wind load; � ._ Class CS Tested to wind pressures of 127 mph (2000 Po) with frontal deflection of less than Standard : EN 12210 1/300 i Thermal insulation Up to; U = 0,14 (Btu/h•ft2•F) for door leaf:4'-3/8"x 4'-101/4"(1.23 x 1,48 m), in filled with triple glazing Uw= 0,79 (W/(m2K) units Ug:0,09 Btu/hr/f2/F(0.5 W/m2K)and warm spacer 8 Standard : EN 12412/10077-2 m Sound insulation a , up to STIC/OITC: 34 - 27 (Rw=34 (-1;-5)) Bur.tar Protection 7 Pi :,"A Glazing: P2 or P4 class glazing units are available Fittings: Fitting of increased burglary resistance doss WK1, WK2 O•eratin. forces to be determined Maximum element size � �� . ,. 4 to be determined Other features - Additional third gasket level in the system with central gasket - Seals;The standard version is equipped with ONE seal, while versions with TWO or THREE seals are optionally available at the Client's request. - Standard version: glazing unit 4/16Ar/4 Ug=1,1 W/m2K - Available glazing units: triple glazing with enhanced thermal insulation Ug = 0,7 W/m2K equipped with warm glass pane spacers secure with hardened or glued glass anti-burglary glazing units of P2 or P4 class with increased sound insulation with integrally colored or reflective panes i ,. , s g 6 111111 Sample Details i va Jamb detailHead detail ,..., I\ ,,,.....1....... ......,_. r.... ‘ L., LL, , .. 3 8" .2. / . w • „ . Cladding og , , • ., • . i . . d - 1 -,.• fro4„,#x‘xx‘M. - ' -'-',:- / Silicone A.A “:, Aluminium „ ,........' Profile \\ ,... r 3/8" ,., Cladding '-----1 5/8"----1 \ 4.1'.1. •4,• 11. 4i01,„i , , . r-- . . ". .„ .„ / „ .„ •.„..,... . t:::,,,,..t... .. , , / / / „.„,„, „ / „,.„ • . ....4.4. ,..5. .1 , , / , „ , / .0., \NIood ,A:• /A / r"); // / oz, u ...„. Wood / ' / ' / ', • / so' ..*•'.. -1_1I1. , , „ / Gasket Itll.,-i,--i-p-‘..,..,,..,,.,A.4:.1,„--e.....o„.r.:.,k....,t„:.,,.::..:.„•,,.,../., i . lass 2 3/8" 31/8* .,,.,•".')-r---- 4 3/8* ::-...,, 4. • •r„ isket Glass.....,:.'., •• 77- ,,,,,,,,,,,,,//...;‹,•/,„;..,•;.,;/;...-.. Wood Wood S Sash detail ill detail .—.....4,-...,44 / ,K, . 4 3/8" Gasket Glass . , Aluminium .. 5 3/8" ; Profile 4 , i / Wood - Uuminium 2 5/8" Gasket ,rofite '',..,...,..„........, /4-111 A k, Wood, ,,,:.-,a,_.lR'i,..--k,,,A,..,.,:•m/,,i/„r/ // A/4urg.0..a 1,r,mV. ...a, //.'•i,'..',m mpioep:m'>l',,:* m 11' ,C-7O • t:.1,- ,,,,,- ,.,,,,.•./ / • / . A /4'//, 1fA' '•c'' • .a._.. . 0 ,//, Aluminium : / / / / / Profile / / / , r ./to c`• , / ..... -, ,,,,,, , , i 4 /, • //// /,///// / / / / ./// / / / Glass Sill—•,.. .., . ,• /// ,/ •-^ / / / / •..-.1115. / 4-.47--,----; casket / / „ / ////:/- /101 z „../ / ., , ,,... -/I/ ,ir . ,, .. Wood - 3 1/8" 2' Wood / , ,, , , . . , , , . .„ •... - (7'.. 1.'.......:". ' -' — 5 3/8" ill. r 3 5/8" BOARD OF HEALTH City of Northampton APPLICATION FOR A WELL CONSTRUCTION PERMIT Well Permit Number (TO BE ASSIGNED BY BOARD OF HEALTH) Fee $50.00 This application must be accompanied by a scaled plot plan, produced by a civil engineer or registered sanitarian showing the minimum distances required in Title 5 of the State Environmental Code. For new construction, requiring a septic system, the septic system plan submitted for the property in compliance with Title 5 requirements will be acceptable if the proposed well location is included. Application is hereby made to construct (x) or repair ( ) a private well. Camille Washington-Ottombre Garrett Washington 8/4/2021 Owner's Name Date 26 Ford Crossing 440-984-8769 Street Address Telephone Number Northampton MA City, State, Zip Code 42 Rustlewood Ridge, Florence MA 11-022 001 Location of Proposed Well Tax Map # Parcel # (if different from address) "' Henshaw Well Drilling License #196 '� LaJ /,, Well Driller(submit evidence of valid state registration) Conservation Commissiin Approval (SLaValley@northamptonma.gov) For new construction: Septic system plan complies with Title 5: yes ( ) no (x) n/a ( ) will be provided Septic system plan shows location of well: yes ( ) no (x) n/a ( ) following perc test on 8/18 . Prelim site pia] For new, repair or location to leach field, septic tank or city sewer: provided. A scaled well construction plan has been submitted: yes ( ) no ( ) n/a ( ) Rye_ andall, W ight Builders, Inc . Signat Applicant Date Please Mail Application to: Northampton Board of Health 212 Main Street Northampton, MA 01060 TO BE COMPLETED BY BOARD OF HEALTH Permit expires on: (One year from date of issuance) Permit issued (date) Commonwealth of Massachusetts ,� _� City/Town of Northampton Number ______ - ' ' Disposal System Construction Permit r` Form 2A DEP has provided this form for use by local Boards of Health, Other forms may be used, but the information must be substantially the same as that provided here. Before using this form,check with the local Board of Health to determine the form they use. Permission is hereby granted to: Important:When Dave Loven Loven Construction filling out forms Name—`" Name of Company on the computer, use only the tab 230 Reservoir Rd key to move your Address cursor-do not Westhampton MA 01027 use the return City/Town State Zip Code key to perform the following work on an on-site sewage disposal system: ❑■ Construction 1©A". ❑ Repair or replacement ❑ Repair or replacement of system components 42 Rustlewood Ridge Facility Address Northampton MA 01060 City/Town State Zip Code Camile&Garrett Washington Owner Telephone Number The work to be performed is further described in the Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions: New complete system. No garbage disposal. Final installation inspection prior to back-fill. constru tion must be completed within three years of the date below. C _ L\1\\),5 Approved y Date Commissl ner Title t5form2a.doc•06/03 Disposal System Construction Permt•Page 1 of 1