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TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51762 Date: 03/19/2025 Permission is hereby granted to: Dominic Fonti 70-36 Kessel St Forest Hills, NY 1137S To: construct a roof over an "as built" patio addition to the single-family dwelling as applied for. Additional certification may be required. Premises Located at: 522 S Harbor Rd, Southold, NY 11971 SCTM#75.-4-27 Pursuant to application dated 12/05/2024 and approved by the Building Inspector. To expire on 03/19/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $613.00 As Built Addition/Alteration $726.00 CO-RESIDENTIAL $100.00 Total S1,439.00 Building Inspector �yrrR�d"' ;r TOWN OF SOUTHOLD—BUILDING DEPARTMENT w� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 htt s//www southoldtownn . Gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only C , PERMIT NO. ` Building Inspector., Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owners Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Domini nti SCTM#1000-75-4-27 Project Address, South Harbor Road, Southold, NY 11971 Phone#:g17-699-4591 Email:dfonti2735@gmail.com Mailing Address:70-36 Kessel Street, Forest Hills, NY 11375 CONTACT PERSON: Name:Dorninic Fonti Mailing Address: 70-36 Kessel Street, Forest Hills, NY 11375 Phone#:917-699-4591 Email:dfonti2735@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Stacy Duka Mailing Address:55 Gerard Street, #158 Huntington, NY 11743 Phone#:212-505-2020 Email:stacy@phabitatdb.com CONTRACTOR INFORMATION: Name: Mailing Address:. Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $75,000.00 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 Primary / R-40 Secondary this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In butlding(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By r t name):St ac D u ka I7Authfrri2 Agent ❑Owner Signature of Applicant: Date: ( 7 y STATE OF NEW YORK) SS: COUNTY OF Stacy Duka being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Authorized Agent (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this A�J day of Qicewaocw 20 Zy ew IA Notary Public _rwy Odai s Moreira-Quifii,anill Notary pu lic.State of New York N�.01 M0002 Y 547 PROPERTY OWNER AUTHORIZATION Aug.fied in 00021county (Where the applicant is not the owner) ,,y ,,ommission Suffolk County i2 Dominic Fonti residing at 70-36 Kessel Street, Forest Hills NY 11375 do hereby authorize Stacy Du ka to apply on my behalf to the Town of Sout old Buii Ing Department for approval as described herein. , Z Owner's Signatare Date Print Owner's Name 2 GAS s e ;A. i,.�, ,X..A,^+"�sr. .-.yiT`•«.i`'+� .. r' � v. .iirs--y ,'xti �,.- ,� ks"x�` { �. ' �k � +�.z 1 a i r.- r � •*+..., `,'e;,.,,.-, "Q+,.-.:< _.:as..Ll...,.-'.:;�,{._.." .43�*- .� ��ii •�t6 ��y r. ���1 '. sLi ry- ...,' .r,. 04 A � tires - . i r „�•:br r i��Yh '� J .. .,,t *ky, s ;; Mt .'• { '��'� �, {;tC;:6�i;�,J,` A A S.�iP �4fp��#� � m � 1 � �• , ram — Jt. _1,y•. v E.• .. �r � T/y l'i' 77 .. t 4� ,,. �r •��' +y f� •+# 1 4.vu•,a $ �7-�' Vesper 36"shown with herringbone brick interior,optional stainless steel operable doors and tvtour;tain Oak logs VESPER OUTDOOR GAS FIREPLACE., The Vesper vent-free outdoor gas fireplace expands your living area as you warm up your outdoor space in style.With stainless-steel construction,itst l kill j3�1(11 durable to handle the elements. �'"'' :. '''" � "`�" " ` d}� `• I� You get a big view of the Flames with an opening 27 inches tall and 36 or 42 inches wide,Pick from three unique log sets accented by a traditional or herringbone brick interior to create your own looks:> 36"or 42"wide viewing area a '� Brick-to-brick opening for true masonry appearance -- • Vent-free design to place it almost anywhere Interior panels in traditional and herringbone brick Choice of three log designs to fit your style Vesper shown:with standard stainless steel mesh curtain screer: and herringbone brick interior Optional feature Stainless-steel operable mesh doors keep out.debris Operable Mesh Doors Log Sets = f mezmer Logs trtezmer 5ok Logs Mountam Oak Logs Stainless Steel a ' • Installation Manual Installation and Setup INSTALLER: Leave this manual with party responsible for use and operation. OWNER: Retain this manual for future reference. NOTICE: DO NOT discard this manual! A WARNING: If the information in these •}- instructions is not followed exactly,a fire ou'ld 0o r 6or explosion may result causing property lifestyles damage, personal injury, or death. • DO NOT store or use gasoline or other by hearth & home technologies flammable vapors and liquids in the vicinity Model(s): of this or any other appliance. VOFB36-T, VOF636-H, • DO NOT overtire. Overfiring will void your GAS-FIRED warranty. VOFB42-T, VOFB42-H • Comply with all minimum clearances to '' combustibles as specified. Failure to com- ply may cause house fire. 0 LISTED MH62953 ly�"3 0 HOT SURFACES! 0 Firebox surfaces are hot during operation AND cool down. Hot surfaces will cause burns. • DO NOT touch firebox until it is cooled • NEVER allow children to touch firebox • Keep children away • O • CAREFULLY SUPERVISE children in same room as firebox. • Alert children and adults to hazards of high temperatures. 9 High temperatures may ignite clothing or other flammable materials. O 0 Keep clothing, furniture, draperies and other flammable materials away. FOR USE ONLY WITH A LISTED GAS-FIRED UNVENTED DECO- RATIVE ROOM HEATER NOT TO EXCEED 40,000 BTU/H. DO NOT BUILD A WOOD FIRE. Carefully review the instructions supplied with the decorative type unvented room heater for the minimum fireplace size requirement. DO NOT INSTALL AN APPLIANCE IN THIS FIREBOX UNLESS THIS FIREBOX MEETS THE MINIMUM DIMENSIONS REQUIRED FOR THE INSTALLATION. Outdoor Lifestyles•VOFB36/42 Installation Manual •4153-901 • Rev B • 04/23 1 Safety Alert Key: ' • DANGER!Indicates a hazardous situation which, if not avoided will result in death or serious injury. • WARNING!Indicates a hazardous situation which,if not avoided could result in death or serious injury. • CAUTION!Indicates a hazardous situation which, if not avoided,could result in minor or moderate injury. • NOTICE.Indicates practices which may cause damage to the fireplace or to property. Table of Contents Installation Standard Work Checklist - 3 5 Electrical Information A. Wiring Requirements 14 1 Product Specific Information B. Wiring the Junction Box 14 A. Firebox Certification 4 C. Electrical Service and Repair 14 B. BTU Specifications 4 6 Gas Information C. High Altitude Installations 4 A. Fuel Type 15 D. Non-Combustible Materials Specification 4 B. Gas Pressure 15 E. Combustible Materials Specification 4 C. Gas Connection 15 F. Electrical Codes 4 7 Finishing 2 Getting Started A. Facing Material 16 ► A. Design and Installation Considerations 5 B. Mantel and Wall Projections 16 B. Tools and Supplies Needed 5 C. Decorative Fronts 17 C. Inspect Firebox and Components 5 D. TV Good Faith Guidelines 18 D. Appliance Location Requirments for Outdoor Space 6 8 Firebox Setup A. Remove the Shipping Materials 19 3 Firebox Dimensions B. Clean the Firebox 19 A. Firebox Dimensions/Weights 7 C. Hood Installation 19 B. Hearth Dimensions 8 D. Adjustable Firebox Supports 19 C. Framing Dimensions 9 9 Reference Materials D. Clearance to Combustibles 10 ► A. Optional Accessories 21 E. Constructing the Appliance Chase 11 B. Contact Information 22 4 Firebox Preparation A. Securing and Leveling the Firebox 12 ► B. Moisture Resistance 12 2 Outdoor Lifestyles•VOFB36/42 Installation Manual•4153-901 • Rev B •04/23 P ATTENTION INSTALLER: Follow this Standard Work Checklist This standard work checklist is to be used by the installer in conjuction with,not instead of,the instructions contained in this installation manual. Customer: Date Installed: Lot/Address Location of Firebox: Installer: Model(circle one): VOFB36-T,VOFB36-H Dealer/Distributor Phone# VOFB42-T,VOFB42-H Serial#: A WARNINGI Risk of Fire or Explosiont Failure to install firebox acording to these instructions can lead to a fire or explosion. Firebox Install Section(s)3&4 YES IF NO,WHY? Verified clearances to combustibles. Firebox is leveled and secured. Electrical Section 5 Unswitched power(110-120 VAC)provided to the firebox. ED Gas Section 6 Proper fuel type R Leak check performed and inlet pressure verified. Finishing Section 7 Combustible materials not installed in non-combustible areas. Verged all clearances meet installation manual requirements. Mantels and wall projections comply with installation manual requirements. Hearth extension installed per manual requirements. Firebox Setup Section 8 All packaging and protective materials removed. Refractory installed correctly. Firescreen installed properly. Manual bag and all of its contents are removed from the firebox and given to the party responsible for use and operation. Hearth&Home Technologies recommends the following: •Photographing the installation and copying this checklist for your file. •That this checklist remain visible at all times on the fireplace until the installation is complete. Comments: Further description of the issues,who is responsible(Installer/Builder/Other Trades,etc.)and corrective action needed: Comments communicated to party responsible by on (Builder/Gen.Contractor) (Installer) (Date) 4153-982•Rev A•1/22 Outdoor Lifestyles•VOFB36/42 Installation Manual•4153-901 • Rev B •04/23 3 1 Product Specific Information A. Firebox Certification B. BTU Specifications MODELS: VOF636-T,VOFB36-H Model(s) Altitude Maximum VOFB42-T,VOFB42-H Allowable LABORATORY Underwriters Laboratories,Inc.(UL) BTU/hr TYPE: Ventless Firebox Enclosures for Gas-Fired V0F1336-T/H 1 (0-2000 FT) 40,000 Unvented Gas Log Type Room Heaters STANDARD:CSA/ANSI-Z21.91:20 VOFB42-T/H (0-2000 FT) 40,000 Indoor Use: The installed gas appliance must be listed in accordance with CSAIANSI Z21.11.2:19 Gas fired unvented room heaters not to exceed 40,000 BTU/hr (11723 W) C. High Altitude Installations Outdoor use:The Installed gas appliance must be listed in accordance with CSAIANSI Z21.97-2017 Outdoor NOTICE:If the heating value of the gas has been reduced, decorative appliance and CSAIANSI Z21.11.2:19 Unvented these rules do not apply. Check with our local as utility room heater not to exceed 40,000 BTUIhr(11,723 w) PP Y Y 9 Y or authorities having jurisdiction. This product is listed to ANSI standards for"Ventless Gas When installing above 2000 feet elevation: Firebox Enclosures for Gas-Fired Unvented Gas Log In the USA: Reduce input rate 4% for each 1000 feet Type Room Heaters". above 2000 feet. NOTICE. This installation must conform with local codes. Check with your local gas utility to determine proper In the absence of local codes you must comply with the orifice size. National Fuel Gas Code,ANSI Z223.1/NFPA 54. D. Non-Combustible Materials Specification Note: Smoke,carbon monoxide or combination alarms Material which will not ignite and burn.Such materials are Alarm manufacturers recommend that alarms be kept at those consisting entirely of steel,iron, brick,tile,concrete, least 15ft.to 20f.laterally away from fuel-bumingsources. slate, glass or plasters, or any combination thereof. Installing the alarm closer than 15 ft. will not harm the Materials that are reported as passing ASTM E 136, alarm,but may increase the frequency of nuisance alarms. Standard Test Method for Behavior of Materials in Mounting alarms on the wall versus the ceiling will further reduce nuisance alarms. a Vertical Tube Furnace at 750 °C shall be considered non-combustible materials. NOT INTENDED FOR USE AS A PRIMARY HEAT SOURCE. E. Combustible Materials Specification This appliance is tested and approved as either supplemen- tal room heat or as a decorative appliance. It should not be Materials made of or surfaced with wood, compressed pa- factored as primary heat in residential heating calculations. per, plant fibers, plastics, or other material that can ignite and burn, whether flame proofed or not, or plastered or 0 WARNING: This product and the unplastered shall be considered combustible materials. fuels used to operate this product (liquid F. Electrical Codes propane or natural gas), and the products of combustion of such fuels, Can expose NOTICE: This appliance must be electrically wired and grounded in accordance with local codes or, in the you to chemicals including benzene,which absence of local codes, with National Electric Code is known to the State of California to cause ANSI/NFPA 70-latest edition. cancer and reproductive harm. For more information go to: www.P65Warnings. ca.gov. 4 OutdoorLifestyles•VOFB36/42 Installation Manual •_4153-901_• Rev B• 04/23 2 Getting Started A. Design and Installation Considerations B. Tools and Supplies Needed Installation MUST comply with local, regional, state and Before beginning the installation be sure that the following national codes and regulations.Consult insurance carrier, tools and building supplies are available. local building inspector, fire officials or authorities having Tape measure Framing material jurisdiction over restrictions, installation inspection and Pliers Hammer permits. - Phillips screwdriver Level Before installing, determine the following: • Where the firebox is to be installed. Gloves Framing square • Gas supply piping requirements. Electric drill and bits • Electrical wiring requirements. Safety glasses • Framing and finishing details. Reciprocating saw • Whether optional accessories-are desired. Caulking material (300°F minimum continuous exposure ►The Vesper series gas appliance is designed for outdoor rating) use and may be installed as a stand alone unit or built into Note: Refer to the installation instructions provided with a wall. Install on wood,composite or non-combustible flat the log set for items required for log set installation. surface,extending full width and depth of the appliance to prevent damage. Outdoor spaces - For the purpose of these instructions, C. Inspect Firebox and Components an appliance is considered to be outdoors if installed with • Carefully remove the firebox and components from the shelter no more inclusive than: packaging. 1.With walls on all sides, but no overhead cover • Report to your dealer any parts damaged in shipment. 2. Within a partial enclosure which includes an overhead . Read all of the instructions before starting the instal- cover and no more than two side walls.These side walls lation.Follow these instructions carefully during the may be parallel, as in a breezeway, or at right angles to installation to ensure maximum safety and benefit. each other; or 3.Within a partial enclosure which includes an overhead cover and three sidewalls,as long as 30%or more of the WARNING!Risk of Fire or Explosion!Damaged parts horizontal periphery of the enclosure is permanently open. could impair safe operation. DO NOT install damaged, NOTE:Screen may be used on the open sides of the shel- incomplete or substitute components. Keep firebox dry. ter.14xl8 and 16xl8 screen mesh is approved for use.DO NOT use solar screen or no-see-um screen. If appliance does not meet the above requirements,it must Hearth & Home Technologies disclaims any responsibility have a Z21.11.2 unvented heater installed. for,and the warranty will be voided by,the following actions: NOTE: See page 6 for additional information on appliance • Installation and use of any damaged firebox or system locations requirements for outdoor living spaces, component. • Modification of the firebox. • Installation other than as instructed by Hearth & Home Installation and service of this appliance should be performed by Technologies. qualified personnel.Hearth&Home Technologies recommends . Improper positioning of the gas logs. HHT Factory Trained or NFI certified professionals. • Installation and/or use of any component part not approved hearth NATIONAL by Hearth&Home Technologies. FIREPLACE FACTORY TRAtiltflH6G INSTITUTE' Any such action may cause a fire hazard. Ale,;V wr rife A CERTIFICA710H AOENOT Improper installation, adjustment, alteration, service or WARNING!Risk of Fire, Explosion or Electric Shock! maintenance can cause injury or property damage. For DO NOT use this firebox if any part has been under water assistance or additional information, consult a qualified Call a qualified service technician to inspect the firebox service technician,service a enc or your dealer. and to replace any part of the control system and/or gas control which has been underwater. Outdoor Lifestyles•VOFB36142 Installation Manual •4153-901 • Rev B • 04/23 5 D. Appliance Location Requirements in Outdoor Living Space How to Calculate the Minimum Opening Needed In an Outdoor Living Space 03 Ila 30%(or.30)of the outdoor living space periphery needs to be open. 1. Add lengths of the outside living space. 16' 16'+20'+16'+20'=72' 2. Divide the open area length by the total outdoor living space. 20/72=.28 Ll 20' .28 is less than the.30 required and therefore this installation would not be approved. 1. Add lengths of the outside living space. 12'+20'+12'+20'=64' 2. Divide the open area length by the total outdoor living 12' space. 20/64=.31 .31 is greater than the.30 required and therefore this installation would be approved. � 20' Figure 2.1 Outdoor Living Space 6 Outdoor Lifestyles•VOFB36/42 Installation Manual•4153-901 • Rev B •04/23 3 Firebox, Hearth, Framing Dimensions and Clearances A. Firebox Dimensions/Weights Dimensions are actual firebox dimensions. Use for reference only. For framing dimensions and clearances refer to page 8. Firebox Weights Model Pounds VOFB36-T/H 140 VOFB42-T/H 155 2 in (76 mm r (508 mmt� t! :B —Outside Air Outside 9 B Air as Access 27 in 34 in Above Hearth (686 mm) (864 mm) Gas Access as Access Wall Switch. Above Hearth Below Hearth Strain Relief 2 in —A (51 mm) 5-3/4 in 5 3/4 in (146 mm) B (146 mm) 7-3/4 In 41n A (197 mm) (102 mm) I - 2 in 9-3/8 in lectrical Access t�B 10 15-7/8 in (50 mm) (238 mm) (403 mm) 15-7/8 in 36" 1 42" (403 mm) A 136 In 914 mm 42 in 1067 mm B 142 in 1067 mm 48 in 1219 mm Figure 3.1 Firebox Dimensions I Outdoor Lifestyles-VOFB36/42 Installation Manual -4153-901 - Rev B -04/23 7 B. Hearth Dimensions C D E A B Figure 3.2 Minimum Hearth Dimensions Model A B C D E VOFB36 32-7/8 in. 15 in. 24-3/8 in. 25-1/2 in. 22-5/8 in. VOFB42 38-7/8 in. 15 in. 30-3/8 in. 25-1/2 in. 22-5/8 in. 8 Outdoor Lifestyles•VOFB36/42 Installation Manual •4153-901 • Rev B •04/23 C. Framing Dimensions WARNING! Risk of Fire or Burns! Provide adequate NOTICE. Illustrations reflect typical installations and are clearance around air openings and for service access. FOR DESIGN PURPOSES ONLY. Illustrations/diagrams Due to high temperatures, the appliance should be /o- are not drawn to scale.Actual installation may vary due to cated out of traffic and away from furniture and draperies. individual design preference. D C 518 In F D 5/8 in E ri Note:Add 1/2 inch to width(A)and 1/4 inch to height(B)dimensions when using optional trim kit to finish the installation of a custom cabinet, mantle,or other built-in enclosure. B MODEL A B C D E F VOFB36 42-1/2 In 34 1/4 in 19-3/4 in 50 in 70-314 in 36 in VOFB42 4N 2 in 34-1/4 in 19-3/4 in 54-1/4 in 76�/4 in 38-1/2 in Figure 3.3 Framing Dimensions Outdoor Lifestyles•VOFB36/42 Installation Manual •4153-901 • Rev B• 04/23 9 D. Clearances to Combustibles • Installation must provide adequate ventilation and com- Carefully select the best location for installation of your bustion air. vent-free firebox. The following factors should be taken • Location should be out of high traffic or windy or drafty into consideration: areas. • Clearance to side walls and ceiling.Minimum clearances • DO NOT INSTALL WHERE CURTAINS, FURNITURE, to combustibles must be maintained. CLOTHING OR OTHER FLAMMABLE OBJECTS ARE • Location must not be affected by drafts caused by LESS THAN 36" FROM FRONT OF FIREBOX. kitchen exhaust fans,ceiling fans,return air registers for • Never obstruct the front opening of the vent-free firebox forced air furnaces/air conditioners,windows or doors. or restrict the flow of combustion and ventilation air. 0'In to back 0'in to side 42 in to ceiling (1067 mm) rywall a 0 In to standoffs 0 In O Combustible flooring may be installed next to the front of the appliance. (No carpet or vinyl within 14 Inches) 0 U m Drywall O 36 in d (914 mm) .o N � a n E V 0 U Minimum Hearth Requirement- 0 in.Note:For installations with 0 in to floor 6 in.(152 mm)min. vinyl flooring,special clearance recommendations apply. See 9 in(229 mm)min. section 3D Vinyl Flooring. (from firebox opening) Perpendicular Wall Figure 3.4 Clearances to Combustibles Vinyl Flooring Vinyl Flooring is sensitive to heat. A 14 inch minimum depth hearth extension is recommended when using vinyl flooring up to the wall. See Figure 3.5. NOTICE: Clearances that do not meet the minimum guide- lines could result in damage or buckling to the vinyl flooring and is done at the installer's risk. o Hearth and Home Technologies does not recommend Vinyl Flooring adhesive based vinyl flooring due to thermal expansion. Floating-style flooring can be used, but will reach tempera- tures up to 110°F in a room with ambient temperature of 70oF. Consult flooring specifications to ensure compatibility. Firebox width min. 14In.In.: Figure 3.5 Vinyl Flooring Exception 10 Outdoor Lifestyles•VOFB36/42 Installation Manual •4153-901 • Rev B• 04/23 Raised Hearth Extension E. Constructing the Appliance Chase A hearth extension may be used, but is not required for A chase is a vertical box-like structure built to enclose the these fireboxes. firebox. Acombustible hearth extension can be constructed flush with, but not above the firebox floor. On flush installa- NOTICE: These instructions are not substitutes for the tions, carpet or vinyl is not allowed within 14 inches of requirements of local building codes. Therefore,you MUST the firebox opening. See Figure 3.6. check local building codes to determine the requirements to these steps. Chases should be constructed in the manner of all outside irebox Floor walls of the home to prevent cold air drafting problems.The Raised Hearth Extension chase should not break the outside building envelope in (Combustibles allowed; No carpet or vinyl within any manner. LT 14 inches) Walls, ceiling, base plate and cantilever floor of the chase should be insulated.Vapor and air infiltration barriers should be installed in the chase as per regional codes for the rest o°Minimum of the home.Additionally, in regions where cold air infiltra- tion may be an issue, the inside surfaces may be sheet rocked and taped (or an equivalent method may be used) Combustible Platform to achieve maximum air tightness. Figure 3.6 Raised Hearth Extension To further prevent drafts, gas line holes and other open- ings should be caulked with caulk with a minimum of 300OF continuous exposure rating or stuffed with unfaced insulation. Firebox framing can be built before or after the appliance is If the firebox is being installed on a cement surface,a layer of set in place. Construct firebox framing following Figure 3.3 plywood may be placed underneath to prevent conducting cold for your specific installation requirements. Refer to Figure up into the room. 3.1 on page 6 for firebox dimensions. The firebox may be installed directly on a combustible NOTICE: Install firebox on hard metal or wood surfaces floor or raised on a platform. When the firebox is installed extending full width and depth. DO NOT install directly on directly on carpeting, tile, or other combustible material, carpeting, vinyl, file or any combustible material other than other than wood flooring,the firebox shall be installed on a wood. metal or wood panel extending the full width and depth of WARNING! Risk of Fire! Maintain specified air space the enclosure. clearances to firebox: • Insulation and other materials must be secured to prevent WARNING!Risk of Fire!DO NOT fill spaces around fire- accidental contact. box with insulation or other materials. This could cause a . The chase must be properly blocked to prevent blown fire. insulation or other combustibles from entering and making contact with firebox. WARNING! Risk of Fire! The firebox must be installed • Failure to maintain airspace may cause overheating and giving full consideration to the clearance and height re- a fire. quirements identified in this manual. Outdoor Lifestyles•VOFB36/42 Installation Manual •4153-901 • Rev B •04/23 11 4Firebox Preparation A. Securing and Leveling the Firebox B. Moisture Resistance WARNING!Risk of Fire!Prevent contact with: This outdoor appliance will shed moderate amounts of wa- ter, but is not waterproof.This appliance must be enclosed • Sagging or loose insulation or covered with noncombustible finish material and all joints • Insulation backing or plastic sealed to prevent water infiltration. • Framing and other combustible materials The firebox will not perform as an exterior wall. Moisture Block openings into the chase to prevent entry of blown- penetration must be considered for construction that plac- in insulation. Make sure insulation and other materials es the appliance in structure walls or on moisture sensitive are secured. surfaces. DO NOT notch the framing around the firebox standoffs. When installed on exterior walls: Hearth & Home Tech- Failure to maintain air space clearance could cause nologies recommends that the chase be constructed out- overheating and fire. side the structure's weather envelope. Where the platform meets the wall, use a flashing detail similar to that required The diagram shows how to properly position and secure the for attached decks. Chase platforms, including hearths firebox. See Figure 4.1.Nailing tabs are provided to secure should slope away from the structure at 1/8 in.to 114 in.per the firebox to the framing members. foot.The appliance can be shimmed level. • Bend out nailing tabs on each side. ►Install on wood, composite or non-combustible flat surface, • Place the firebox into position. extending full width and depth of the appliance to prevent damage. • Keep nailing tabs flush with the framing. Water Drainage: The appliance is designed to operate • Level the firebox from side to side and front to back. outdoors experiencing rain and other sources of moisture • Shim the firebox as necessary. It is acceptable to use that will enter the firebox. The appliance has built-in drain wood shims underneath the firebox. holes in the base which will allow moisture to pass through the bottom of the enclosure. When constructing the enclo- • Secure the firebox to the framing by using nails or screws sure, the builder must provide a means of draining water through the nailing tabs. from under the appliance and out of the structure.This can be achieved by properly positioned drain holes, slots or other means to allow water to exit at the lowest grade of the structure. Choosing the location of the appliance is also important so that an area that may experience excessive e water flow or standing water is avoided. In some cases a drain pan, is needed to ensure proper drainage. This can be constructed from a corrosion resistant metal, or suitable o material for outdoor use with a water resistant membrane. Aslope of 1/4" per foot toward the drain ports of the struc- ture is recommended. A drain pan can also be purchased (ODGSDP-36) for the 36 inch appliance or the (ODGS- DP-42) for the 42 inch appliance. For a flat horizontal in- stallation where the bottom of the appliance is sitting on the p hearth, use(ODGSDPFLT 36)OR(ODGSDPFLT-42). Acceptable method for application of moisture membrane NaliingTabs material shown. See gifures 4.2,4.3 and 4.4. (both sides) The appliance will not perform as an exterior wall. Mois- Figure 4.1 Proper Positioning and Securing ture penetration must be considered for construction that of Firebox places the appliance in structure walls or on moisture sen- sitive surfaces. 12 Outdoor Lifestyles•VOFB36/42 Installation Manual•4153-901 • Rev B•04/23 ...... --- —............ 2 in. . -f�51 mm) I maximum I overlap I j I I I 1 I j I j I j I j Figure 4.2 Membrane Overlap OCombustible sheathing Top view House 2 in•�- Lathe wrap/water membrane No cement board with lathe OCombustible ,OP n[. sheathing -> 2 in.N- House wrap/water membrane Non-combustible board Cement board no lathe Figure 4.3 Moisture Membrane ° Side Optional Drain L=i View Pan Water Membrane Figure 4.4 Side View of Drainage Outdoor Lifestyles •VOFB36/42 Installation Manual •4153-901 • Rev B • 04/23 13 5 Electrical Information A. Wiring Requirements Install electrical wires from outside the appliance WARNING!Risk of Shock or Explosion! DO NOT wire through the hole in the cover plate and secure wires 110-120 VAC to the valve. Incorrect wiring will damage with a Romex connector. controls. Make all necessary wire connections to the junction box and reattach the cover plate to firebox outer shell. NOTICE. This firebox must be electrically wired and See Figure 5.2. grounded in accordance with local codes or,in the absence of local codes, with National Electric Code ANSI/NFPA ,` 70-latest edition. • Wire the firebox junction box to unswitched 110-120 VAC. .,�Tlv This is required for proper operation of the firebox ignition. • A 110-120 VAC circuit for this product must be protected with ground-fault circuit-interrupter protection, in PP compliance with the applicable electrical codes when it isY i P installed in locations such as in bathrooms or near sinks. s • Low voltage and 110-120 VAC voltage cannot be shared $ within the same wall box. ' B. Wiring the Junction Box Figure 5.2 Reattaching Junction Box Cover Junction box wiring on this firebox can be done from ei- ther inside or outside of the firebox. However, for ease of C. Electrical Service and Repair installation, it is recommended that the junction box be WARNING!Risk of Shock! Label all wires prior to dis- wired from outside of the firebox. connection when servicing controls. Wiring errors could If the junction box is wired from OUTSIDE firebox: cause improper and dangerous operation. Verify proper operation after servicing. • Remove the screw attaching the junction box cover to the WARNING!Risk of Shock!Replace damaged wire with outer shell. Pull junction box cover out to disengage it type 1050 C rated wire. Wire must have high temperature from the outer shell. See Figures 5.1. insulation. b f �y h 41 ��... i Figure 5.1 Junction Box Cover Removal 14 Outdoor Lifestyles•VOFB36/42 Installation Manual •4153-901 • Rev B• 04/23 6 Gas Information A. Fuel Type C. Gas Connection Check gas type: The gas supply must be the same as • Reference Section 3 for location of gas line access in stated on the appliance rating plate. If the gas supply is appliance. different, DO NOT INSTALL THE APPLIANCE. Contact . The gas line may enter from the left side or right side of your dealer for the correct model. the firebox. Gas knockouts are provided on both side of B. Gas Pressure the firebox,as well as on the firebox bottom. See Figure • Optimum appliance performance requires proper input 6.1. pressures. e o • Gas line sizing requirements will be determined in ANSI Z223.1 National Fuel Gas Code in the USA. o 0 • Pressure requirements are: Gas Access Gas Pressure Natural Gas Propane Holm,Side Minimum inlet pressure 5.0 in.w.c. 11.0 in.w.c. Maximum inlet pressure 10.0 in.w.c. 13.0 in.w.c. WARNING! Risk of Fire or Explosion! High pressure will damage valve. Low pressure could cause explosion. • Verify inlet pressures. Verify minimum pressures when other household gas appliances are operating. Figure 6.1 Gas Access Holes,Headh • Install regulator upstream of valve if line pressure is greater than 1/2 psig. • The gap between supply piping and gas access hole may A WARNING be caulked with caulk with a minimum of 300°F continuous exposure rating or stuffed with non-combustible,unfaced Fire Risk, insulation to prevent cold air infiltration. Explosion Hazard. • Ensure that gas line does not come in contact with outer High pressure will damage valve. wrap of the firebox. Follow local codes. • Disconnect gas supply piping BEFORE pressure testing gas line at test pressures • Pipe incoming gas line into firebox. above 1/2 psig. • Refer to vent-free gas appliance installation instructions • Close the manual shutoff valve BEFORE for gas connection and lighting instructions. pressure testing gas line at test pressures WARNING! Risk of Fire or Explosion! Support control equal to or less than 1/2 psig. when attaching pipe to prevent bending gas line. Note:Have the gas supply line installed in accordance with • A small amount of air will be in the gas supply lines. local codes, if any. If not,follow ANSI Z223.1. Installation WARNING! Risk of Fire or Explosion! Gas build-up should be done by a qualified installer approved and/or during line purge could ignite. licensed as required by the locality.(In the Commonwealth purge should be performed by qualified service of Massachusetts installation must be performed by a technician. licensed plumber or gas fitter). • Ensure adequate ventilation. Note:A listed(and Commonwealth of Massachusetts ap- • Ensure there are no ignition sources such as sparks or proved) 1/2 in. (13 mm) T-handle manual shut-off valve open flames. must be installed upstream of the appliance. A union tee Light the appliance. It will take a short time for air to purge and plugged 1/8"NPT pressure tapping point should also from lines. When purging is complete the appliance will be installed upstream of the appliance. light and operate normally. IMPORTANT: Install manual shut-off valve (equipment WARNING! Risk of Fire, Explosion or Asphyxiation! shutoff valve) in an accessible location. The manual Check all fittings and connections with a non-corrosive shut-off valve is for turning on or shutting off the gas to commercially available leak-check solution. DO NOT use the firebox. open flame. Fittings and connections could have loosened during shipping and handling. Outdoor Lifestyles•VOFB36/42 Installation Manual •4153-901 • Rev B •04/23 15 7 Finishing A. Facing Material WARNING!Risk of Fire!DO NOT apply combustible ma- terials beyond the minimum clearances. Comply with all WARNING! Risk of Fire! Metal front faces may be cov- minimum clearances to combustibles as specified in this eyed with non-combustible materials only. manual. Overlapping materials could ignite and may inter- • Firebox metal front faces may be covered with non- fere with proper operation. combustible facing and/or finishing materials up to a NOTICE: Surface temperatures around the firebox will maximum thickness of 3 inches. become warm while the firebox is in operation. Ensure • Facing and/or finishing materials must not interfere with finishing materials used forall surfaces(floor,walls,mantels, air flow through the front of the firebox. etc.) will withstand temperatures up to 190°F. • Facing and/or finishing materials must never overhang B. Mantel and Wall Projections into the firebox opening. WARNING! Risk of Fire! Comply with all minimum clear- • See Figures 7.1 and 7.2 for combustible and non- antes as specked. combustible mantle and mantle leg clearance Reducing non-combustible mantel and/or mantel leg requirements. clearances closer than those listed in this manual • Maintain all listed clearances when applying combustible requires the use of non-combustible construction materials. materials (eg: steel studs, concrete boards, etc.) to a • Seal joints between the finished wall and firebox top and minimum height of 12 inches(305 mm)above the listed sides using a 3001 F minimum sealant. framing height. Note: Mantel Measurement is taken from top of Combustible/Noncombustible Mantels the firebox opening, NOT the top of the unit. 18 in.Maximum r x x r 76•, Gray area is combustible 12- material " 't�•. 20 in. s}• to T' 76• Seal joint with s�; ts• non-combustible a�' IL 1 ±14sealant toprevent heat 4•. White area is 14 in. from being a• tr non-combustible drawn into the >``r- 11" material wall cavity. to• 9' 8• a� T s' 3 in. s Min. t• z• 3 a• (Combustible ® Mantle 9 e Measured from top of appliance opening Note:Reducing clearances further requires non-combustible construction materials(eg:steel studs,durock,etc)to a height of 12 inches above the framing height. Figure 7.1 Minimum Vertical and Maximum Horizontal Dimensions of Combustible and Noncombustible 16 Outdoor Lifestyles•VOFB36/42 Installation Manual •4153-901 • Rev B•04/23 Combustible or Non-Combustible Mantel Legs or C. Decorative Fronts .Wall Projections Only decorative fronts certified for use with this firebox model may be used.Contact your dealer for a list of deco- Gray area is rative fronts that may be used. Unit 6.00" combustible material 2" 2' 3" 3° = 9.00 5" T4r "' 6" White area is 7^ non-combustible 8" material only 9" 9.00"--�I Figure 7.2 Combustible&Non-Combustible Mantel Leg or Wall Projections Outdoor Lifestyles•VOFB36/42 Installation Manual •4153-901 • Rev B • 04/23 17 D. TV Good Faith Guidelines. Good Faith Guidelines for TV Installation's above a Typical Gas Fireplace Combustible Mantel A inch 17.00 mm 432 Non-Combustible Mantel TV on the wall inch 12.00 TV recessed into the wall mm 305 TV TV 6"Min. 24"Min. 24"Min. A Min. T A Min. • 90 9� 12"Min. 12"Min. 9 9 O O O 0 . CD lD Notes: 1. These are good faith recommended clearances only and not a guarantee of compliance with all TV manufacturers'maximum allowable operating temperatures. 2. Since every home has unique air flow characteristics and maximum allowable operating temperatures can vary from manufacturer to manufacturer and from model to model,actual TV temperatures should be validated at the time of each installation. TVs should not be used in situations where the actual TV temperature exceeds the manufacturers'maximum allowable operating temperatures identified in the TV's technical specifications. Contact the TVs manufacturer directly if you cannot locate this information or have questions regarding the information. 3. Mantel height and depth must conform to mantel requirements specified in the installation manual. 4. "A"dimension taken from the top of the appliance opening. 5. Suggestions on how to further reduce TV temperatures: -Increase"A"and/or 24"minimum TV height dimensions. Figure 7.3 Good Faith Clearances 18 Outdoor Lifestyles•VOFB36/42 Installation Manual •4153-901 • Rev B •04/23 8 Firebox Setup A. Remove the Shipping Materials D. Adjustable Firebox Supports Remove the shrink film, corrugated top cap, bottom cap This firebox is provided with adjustable supports to allow and column protectors from the firebox. for proper support of the firebox bottom and reduced sag- ging caused by heavy concrete logs. Remove shipping materials from inside or underneath the firebox. To adjust firebox supports: 1. Remove (2) screws securing Lower Access Panel. B. Clean the Firebox See Figure 8.2. • Clean/vacuum an sawdust that may have accumu- ' t lated inside the firebox. " C. Hood Installation WARNING: A hood is furnished with each firebox and = MUST be installed for safe operation. "l. Locate the (6) screws, (4 on the top and 1 on each end),slide hood into position and secure. See Figure 8.1. 4 :. - it L WIWI Figure 8.2 2. Using a flat screwdriver, lift gently on Lower Access Panel. See Figure 8.3. r".� �y ram,; ei_, �'. -Li. '�;, t:•: 2. Y Figure 8.1 ,^F WARNING! Risk of Fire! The firebox hood must not be ` modified or replaced with a hood that may be provided with P the vent free appliance. Figure 8.3 Outdoor Lifestyles•VOFB36/42 Installation Manual •4153-901 • Rev B •04/23 19 1. Pull Lower Access Panel forward to disengage from 3. Rotate the right and left firebox support towards the Firebox Bottom, set aside. See Figure 8.4. center until screw holes align and reinstall (2) screws previously removed. See Figure 8.6 13, r 5. � � 1l , �,! '. �� `2Y tit� ^• ,� I ���;ry1Z.+� �-1 �r✓ y �5 f Figure 8.4 Figure 8.6 2. Remove(2)screws securing the front edge of both the Note: The front edge of the firebox supports may be ad- right and left firebox supports. See Figure 8.5. justed in or out, if needed, to provide the best support for the selected log set. Once the firebox supports are prop- erly located, to provide maximum support, the front edge MUST be secured with a minimum of(1)screw each. The rear edge g of the firebox supports should not be altered � �-,�; ��� �t•� ,rr `� � �' t•,, �t — from the factory setting. t, a Figure 8.5 20 Outdoor Lifestyles•VOFB36/42 Installation Manual•4153-901 • Rev B • 04/23 4 9 Reference Materials A. Optional Accessories Optional Screen Front: VOFBSD-36, VOFBSD-42 Optional Drain Pan: ODGSD'P-36, ODGSDP-42 ► Optional Flat Drain Pan: ODGSDPFLT 36, ODGSDPFLT 42 Natural Burner Assembly: LUM-OD-NM Propane Burner Assembly: LUM-OD-PM Outdoor Lifestyles -VOFB36/42 Installation Manual -4153-901 • Rev B-04/23 21 B. Contact Information — NOTES — outdoor46 1"fe t by hearth & home technologies° Outdoor Lifestyles, a brand of Hearth & Home Technologies 7571 215th Street West, Lakeville, MN 55044 www.hearthnhome.com 22 Outdoor Lifestyles•VOFB36/42 Installation Manual•4153-901 • Rev B •04/23 C CEF G P ROPOSED ROOFED OVER PATIO FOR PACIFIC Sess�Y�' HAB I TAT ARCHITECTURE I INTERIORS J / � 5 5 SOUTH HARBOR ROAD 55 GERARD STREET #158 HUNTINGTON NY 11743 212.505.2020 R�, IF, "M ve- �lii;j -7S�-4,o)7 //0- SOUTHOLD, NY 11971 .....W,�W, At t Yw' 2,07 'N 'e, "mom of MR, NOTE 4 L7 THE PLAN IS APPROVED ONLY FOR THE A WORK INDICATED ON THE APPLICATION. A ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY WORK DEVIATED FROM APPROVED -a�uv,,i, PLANS.THE CONTRACTOR MUST OBTAIN �n2low WRITTEN APPROVAL FROM ARCHITECT FOR Raw #F ANY CHANGES BEFORE COMMENCING SUCH ;A WORK.ANY DISCREPANCIES BETWEEN THE PLANS AND SITE MUST BE BROUGHT TO THE 5�q .................. ........... ATTENTION OF THE ARCHITECT. N ....... ........ IT IS A VIOLATION OF THE LAW FOR ANY P: PERSON,UNLESS ACTING UNDER THE 4 p", DIRECTION OF A LICENSED ARCHITECT,TO 4-� ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,THE ALTERING ARCHITECT SHALL ,ram'y AFFIX TO THIS ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS 4 SIGNATURE AND THE DATE OF SUCH ALTERATION,AND SPECIFIC DESCRIPTION OF THE ALTERATION. 2024 PACIFIC HABITAT SEAL & SIGNATURE ABBREVIATIONS DRAWING SYMBOLS SHEET INDEX WINDBOKNE DEBRIS FASTENING 5CMEDULE APPLICABLE CODES QED ARC % PERCENT F.A.R. FLOOR AREA RATIO PART. PARTITION WINDOW NUMBER NOTE : WOOD STRUCTURAL PANELS WITH A THICKNESS Of NOT LE55 THAN 7Z G" AND A SPAN Of NOT CODE YEAR rGY t AIJD fD FLOOR DRAIN PVC POLYVINYL CHLORIDE G MORE THAN 5 FT. SHALL DE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND RESIDENTIAL CODE Of NEW YORK STATE 2020 ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE AT FDN FOUNDATION QTY QUANTITY/QUALITY GLAZED OPENING. PANELS SHALL DE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND PLUM13MG CODE Of NEW YORK STATE 2020 # FOUND OR NUMBED, f If. FIRE EXIT PAKU. RADIUS DOOR NUMBER >_ SHALL 13E SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL DE 0 Lu DESIGNED TO RESIST THE COMPONENT AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH MECHANICAL CODE Of NEW YORK STATE 2020 A.C.T. ACOUSTICAL CEILI'IG TILE Fh FIRE HYDRANT PAKU.C.P. REFLECTED CEILING PLAN > FUEL GAS CODE Of NEW YORK STATE 2020 'A ADD'L ADDITIONAL FIN. FINISH RD ROOF DRAIN EITHER TABLE P,301 .2(2) OR A5CE 7, WITH THE PERMANENT CORROSION RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN 042B ADJ ADJACENT OF,ADJUSTABLE FIX. FIXTURE KE5AR REINFORCING BAR 1�1 _k Lu ACCORDANCE WITH TAE3LE K301 .2. 1 .215 PERMITTED FOP,BUILDINGS WITH A MEAN ROOF HEIGHT ENERGY CON9FKVATION CONSTRUCTION CODE Of NEW YORK STATE- 2020 AFF ABOVE FINISHED FLOOR FL FLOOR KEC'D RECOMMENDED REVISION NUMBER OF N u OF 45 FT. OR LE55 WHERE THE ULTIMATE DESIGN SPEED, 15 1,50 MPH OR LESS, WOOD FRAME CONSTRUCTION MANUAL 2018 ALT ALTERATION OR ALTERNATE r-130 FURNISHED BY OWNER REF. UIFERENCEREINfORCING ft� ALUM ALUMINUM ff FINISH FLOOR REP REPRESENTATIVE 0 LL FASTENER SPACING ANCD. A1,10DIZED FP FIREPROOFING RE Q'D RE QU I RE D 0 REVISION Lu LIVE LOADS FASTENER TYPE AFFKOX. APPROXIMATE FK FIRE RATED REV REVISION PANEL SPAN 41-0" < PANEL 0-0` < PANEL ISSUES & REVISIONS ARCH ARCHITECTURAL FT FOOT/ FEET Uf.A. ROUGH OPENING < 4'-C" SPAN < 0-0" _SPAN < 6-0` USE LOAD AST M AMERICAN SOCIETY FOR. fTG FOOTING 5C SOLID CORE UNINHABITABLE ATTICS WITHOUT STORAGE 10 SECTION NUMBER NO. (5 WOOD SCREW BASED Ir I 0�. TESTING AND MATERIALS FUR. FURRING 5CHED, SCHEDULE Y^A '%, c5" AREVISIONS AS PER TOS 1/30/25 A/V AUDIO VISUAL GA/cja. GAUGE S.D. SMOKE DETECTOR A-7 SHE NUMBER ANCHOR WITH 2-INCH UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 EMBEDMENT LENGTH HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS AVG. AVERAGE GALV. GALVINIZED 5.D./C.M. SMOKE DETECTOR CARBON SHEET NO, SHEET TITLE 30 EllD L50AKD GYP. 13D, GYPSUM BOARD MONOXIDE T-I TITLE PAGE CODE INFORMATION NO.-10-WOOD SCREW BASED I G1. 12" BALCONIES (EXTERIOR) AND DECKS 40 13NI [3f-RA/EEN GFI GROUND FAULT INTERRUPTER SECT. SECTION ANCHOR WITH 2-INCH FIRE RE ESCAPES Y^A DETAIL SECTION A-! SITE PLAN t- DRAINAGE DETAILS EMBEDMENT LENGTH 40 5LDG BUILDING GIL GLASS 5f. SQUARE FOOT/FEET 5LK BLOCK GYP GYPSUM SIM. SIMILAR 1,'A- SHEET NUMBER A-2 SPECIFICATIONS 1/4" LAG SCREW BASED I Cl. 101 GUARDS AND HANDRAILS 200 5LK'G BLOCKING H.B. HOSE D115 SPEC SPECIFICATION 0 ANCHOR WITH 2-INCI-1, GUARD IN-FILL COMPONENTS 50 BM BEAM tic HOLLOW CORE 51M.A. STAINLESS STEEL CUT LINE A-3 PROPOSED FOUNDATION, FIRST, AND SECOND PLAN 0 EMBEDMENT LENTH PASSENGER VEHICLE GARAGES 50 B.O. BOTTOM Of H.C. HANDICAP 5T STONE A-4 ELEVATIONS 0 FOR 51: 1 INCH = 25.4 MM, I FOOT 304,58 MM, I FOUND .454 KG, I MILE PER HOUR ROOMS OTHER THAN SLEEPING ROOMS 40 15/5 E30TIl SIDES HM HOLLOW METAL 5TD STANDARD I .G09 KM/H E,5M7 A A-5 DETAILS REFLECTED CEILING PLAN 0 TM15 TABLE 15 BASED ON 150 MFI-I WIND SPEEDS AND A 33-FOOT MEAN ROOF HEIGHT. SLEEPING ROOMS 30 BASEMENT HORZ. HORIZONTAL 5TL STEEL ' I FASTENERS SHALL E31f INSTALLED AT OPPOSING ENDS Of THE WOOD STRUCTURAL PANEL. STAIRS CI_ CENTERLINE H K HOUR 5TOR. STORAGE A_11 FASTENERS SHALL DE LOCATED NOT LE55 THAN I INCH FROM THE EDGE OF THE PANEL. 40 CAB. CA15INF-T H55 HIGH STRENGTH STEEL 5TRUCT. STRUCTURAL REFERENCE DETAIL ANCHOR5 511ALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH NOTE: INFORMATION TAKEN FROM CHAPTER 3 (BUILDING PLANNING) OF THE 2020 INTERNATIONAL CAP. CAPACITY HT HEIGHT TBD TO 15E DETERMINED OF NOT LESS THAN 2 INCHES INTO THE BUILDING FRAME. FASTENERS SHALL 13E LOCATED NOT LE-55 RESIDENTIAL CODE, TABLE R301 .5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IN POUNDS PER ci CONTROL JOINT I N/11 INCH TEMP TEMPERATURE THAN 2-112" FROM THE EDGE Of CONCRETE BLOCK OF,CONCRETE. SQUARE FOOT). CIL CLOSET INCL. INCLUDE/ INCLUDING TAG TONGUE $ GROOVE PANELS ATTACHED TO MASONRY OR MA50NFY/5TUCCO SHALL BE ATTACHED USING VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY Of NOT LESS THAN CLG CEILING IN5UL. INSULATED OR INSULATION THK THICK 1 ,500 POUNDS, CLK'G CAULKING INT. INTERIOR T.O. TOP Of ENERGY REQUIREMENTS CLP CLEAR JT JOINT TOC TOP Of CONCRETE NOTE: INFORMATION TAKEN FROM CHAPTER 3 (BUILDING PLANNING) OF THE 2020 cmu CONCRETE MASONRY UNIT LAB LABORATORY TYP. TYPICAL 4 2 INTERIOR ELEVATIONS INTERNATIONAL RESIDENTIAL CODE, TABLE R30 1 .2. 1 .2 WINDE30KNE DEBRIS PROTECTION FASTENING CLIMATE ZONE : 4A(SUP FOLK) COL COLUMN LAM LAMINATE UL UNDERWRITERS 0 SCHEDULE FOP,WOOD STRUCTURAL PANELS. FENESTRATION U-FACTOR .27 CONC CONCRETE LAV LAVATORY LABORATORIES 3 CON5T. CONSTRUCTION LB(5) FOUND(5) U.N.O. UNLESS NOTED OTHERWISE SKYLIGHT U-FACTOR .50 ENERGY CONSERVATION INFORMATION CONT CONTINUOUS LI N. LINEAR V13 VAPOR BARRIER GLAZED FENESTRATION 5HGC .40 PROJECT TITLE 5 CP CONTROL PANEL MA5 MASONRY VCT VINYL COMPOSITION TILE THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE SUPERVISION OF: CPT CARPET MAX. MAXIMUM VERT. VERTICAL ELEVATION MARK THE UNDERSIGNED AND DO, TO THE BEST Of THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND CEILING R-VALUE R-49 BELIEF, MEET THE REQUIREMENTS Of THE 2020 NEW STATE ENERGY CONSERVATION CT CERAMIC TILE MECH MECHANICAL VEST. VESTIBULE WOO[) FRAM FONTI RESIDENCE CONSTRUCTION CODE. AMFR-VALUE R-2 1 INT. OR CTF, CENTER MEZZ MEZZANINE VIP VERIFY IN FIELD K-20 CAVFfTIN5UL. + R-5 CONT. IN5UL. 525 SOUTH HARBOR ROAD Cf CUBIC FEET MfD MANUFACTURED VOL VOLUME FIXTURE/f IN15H HEATING DEGREE DAYS (MID-ATLANTIC) 5,224 DEGREE DAYS MASS WALL R_VALUE pl-15 / R-20 SOUTHOLD, NY 11971 CY CUBIC YARDS MPG MANUFACTURING WC WATER CLOSET COOLING DEGREE DAYS (MID ATLANTIC) 542 DEGREE DAYS CON5U. DEGREE MIF R MANUFACTURER WIC WALK-IN CLOSET DESIGNATION 'INFORMATION TAKEN FROM THE U.S. ENERGY INFORMATION ADMINISTRATION FLOOR K-VALUE If PI-30 DEMO DEMOLITION MAY. MINIMUM W/o WITHOUT WHERE REQUIRED, SEE ATTACHED SEPARATE RE 5CHECK COMPLIANCE REPORT FOR COMPLIANCE BASEMENT K-VALUE K-15 CONT. IN5UL. INTERIOR/EXTERIOR, DIAL DIAGONAL M15C MISCELLANEOUS wr WATERPROOFING WITH TH15 CODE R-19 CAVITY IN5UL. INTERIOR DIA./O DIAMETER mm MILLIMETER WK WATER RESISTANT — — — — — — — LINE Of ABOVE SLAB K-VALUE AND DEPTH R-10/4 FT(OR DEPTH Of FOOTING) DIFf DIFFERENCE M.O. MASONRY OPENING WT. WEIGHT ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS DIM DIMENSION OR DIMMER MTIL METAL WWf WELDED WIRE FABRIC CRAWL SPACE WALL K-VALUE R-15 CONT. IN5UI_. INTEKIOP/EXTERIOR DRAWING TITLE DN DOWN NIC NOT IN CONTRACT WWM WOVEN WIRE MESH STRUCTURAL MEMBER ALLOWABLE DEFLECTION R-19 CAVITY IN5UL. INTERIOR DP, DOOR NO. /No. NUMBER LINE OF DEMOLITION DT L DETAIL NOM NOMINAL KAfTEFl,5 HAVING SLOPES GREATER THAN 3/1 2 WITH FINISHED NOTE: INFORMATION TAKEN FROM AMENDMENT 3 OF THE NEW YORK STRETCH ENERGY CODE 2020 DWG DRAWING NT5 NOT TO SCALE CEILING NOT ATTACHED TO RAFTERS U150 $ CHAPTER 4(RESIDENTIAL ENERGY EFFICIENCY) Of THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE, TABLE R402. 1 .2 INSULATION AND FENESTRATION REQUIREMENTS 13Y TITLE PAGE EA EACH O.C. ON CENTER LINE OF EXISTING WALL INTERIOR WALLS 4 PARTITIONS H/150 COMPONENT ELE ELEVATION 0.D. OUTSIDE DIAMETER FLOORS U300 ELEC ELECTRICAL O/H OVERHEAD LINE Of NEW WALL CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER$ STUCCO) U300 NOTE : E M E pl, EMERGENCY OPIG OPENING K503. 1 .1 BUILDING ENVELOPE ENCL. ENCLOSURE OPP OFF051TE CEILINGS WITH FLEXIDLE. FINISHES (INCLUDING GYPSUM BOARD) U240 EXCEMPTION: THE FOLLOWING ALTERATIONS NEED NOT COMPLY WITH THE REQUIREMENTS EP ELECTRICAL PANEL oz. OUNCE DATE 2/1/2025 LINE Of BEARING WALL ALL OTHER STRUCTURAL MEMBERS U240 FOR NEW CONSTRUCTION PROVIDED THE ENERGY USE Of THE BUILDING 15 NOT INCREASED: ENG. ENGINEER FL PLASTER EXTERIOR WALLS - WIND LOADS WITH PLASTER OR STUCCO FINISH M/3GO I . STORM WINDOWS INSTALLED OVER EXISTING FENESTRATION PROJECT NO. 246-01 EQ. EQUAL FWD PLYWOOD 2. EXISTING CEILING, WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT EQUIP. EQUIPMENT POLY POLYETHYLENE LINE OF SHEAR WALL EXTERIOR WALLS - WINE) LOADS WITH OTHER BRITTLE FINISHES H/240 THESE CAVITIES ARE FILLED WITH INSULATION, DRAWN BY SED EST ESTIMATED PREFAB PREFABRICATED EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE FINISHES 1/120 3. CONSTRUCTION WHERE THE EXISTING ROOF, WALL OR FLOOR CAVITY 15 NOT EXPOSED. BUILDING WIND DE51GN CRITERIA 4. ROOF RECOVER. CHECKED BY SED EXIST. EXISTING P5f POUNDS PER SQUARE FOOT LINTEL SUPPORTING MASONRY VENEER WALL LIG00 5. KO0f5 WITHOUT INSULATION IN THE CAVITY WHERE THE SHEATHING OR INSULATION 15 Ex" f-XF05F-D P51 POUNDS PER SQUARE INCH — — — —— — LINE OF NEW WALL I EXPOSED DURING REROOFING SHALL BE INSULATED EITHER ABOVE OR BELOW THE SHEATHING. ffXT EXTE K)10 R PT PAINT W1 BLOCKING ALL WORK SHALL CONFORM TO THE 2020 INTERNATIONAL RESIDENTIAL CODE Of NEW YORK STATE NOTE : L SPAN LENGTH, H SPAN HEIGHT G. 5URFACE-APPLIED WINDOW FILM INSTALLED ON EX15TING SINGLE PANE FENESTRATION (FIRST PRINTING: NOVEM5EK 201 PROJECT 15 IN THE 130 MPH WIND ZONE. WOOD FRAMING, A55EMI51LIE5 TO REDUCE SOLAR HEAT GAIN PROVIDED THE CODE DOES NOT REQUIRE THE DRAWING NO. Aw FA FIRE ALARM F.T. PRESSURE TREATED ANCHORING s `]AILING TO DE INSTALLED AS SPECIFIED IN THE WOOD FRAME CONSTRUCTION MANUAL NOTE: INFORMATION TAKEN FROM CHAPTER 3 (BUILDING PLANNING) Of THE 2020 INTERNATIONAL GLAZING OR FENESTRATION ASSEMBLY TO BE REPLACED. FTE) PAINTED SEE PAGE LEGENDS FOR MORE INFORMATION FOR ONE $ TWO STORY FRAMED DWELLINGS (WFCM 20 15) U51NG THE PRESCRIPTIVE DESIGN METHOD. RESIDENTIAL CODE, TABLE R301 .7 DEFLECTION. T-1 SHEET NO. 01 OF 06 B C D EF G H PACIFIC HABITAT ARCHITECTURE I INTERIORS 55 GERARD STREET, #158 1 _ HUNTINGTON NY I 11743 212.505.2020 MAI N ROAD Ln <C NOTE 0 THE PLAN IS APPROVED ONLY FOR THE R WORK INDICATED ON THE APPLICATION. ARCHITECT ASSUMES NO RESPONSIBILITY Farm _ i i FOR ANY WORK DEVIATED FROM APPROVED R/ PLANS.THE CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM ARCHITECT FOR O ' - � ANY CHANGES BEFORE COMMENCING SUCH _.- - - _ - - - 00.76� N(51 °40'20"E 23 1 . 50 1 WORK.ANY DISCREPANCIES BETWEEN THE ' - _x - x - x - �,_ -� - - �x x - x= T-X x / PLANS AND SITE MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. __ �- _ _ _ IT IS A VIOLATION OF THE LAW FOR ANY - - - - PERSON,UNLESS ACTING UNDER THE -r-- _ - - -.-.-.- - - - --_--- -- --------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m DIRECTION OF A LICENSED ARCHITECT,TO I ' ALTER AN ITEM IN ANYWAY. (Y - R BEARING THE SEAL OF AN ARCHITECT S o ALTERED,THE ALTERING ARCHITECT SHALL \ cP o 7'S oiiW I I NOTATION, , (�� i AFFIX TO THIS ITEM THE SEAL AND THE ' / O \ FOLLOWED SIGNATURE AND THE DATE OFO BY HIS SUCH 0. ALTERATION,AND SPECIFIC DESCRIPTION 0 LINE OF EXISTING DWELLING TO OF THE ALTERATION. REMAIN ``\` k ©2024 PACIFIC HABITAT x x 32.4 P x x x 9 \ 1-STORY N II SEAL & SIGNATURE LINE OF PROPOSED DRYWELL i 45.34' 4.G7' 90.45' �y I X AREA OF PROPOSED ROOFED x - WOOD FRAME - O ' OVER PATIO (732 SQ. FT.) N 45.30' N - I I QED Aii LINE OF PROPOSED PROPANE ---_ x J x x Q TANK QLu x u Q MAINTAIN ROOF OVER I I �, 'I CONCRETE PAD FOR POOL x I 1 LOCATION P ��r 042g MECHANICALS � 513Q x F OF NA SCALE: N.T.S. EXISTING POOL TO REMAIN I % x - x ISSUES & REVISIONS x� STORMWATER CALCULATIONS� CONC =TE I � REVISIONS AS PER TOS 1/30/25 PAD x PROPOSED ROOF AREA: 728 SQ. FT. MAINTAIN ROOF OVER i I I o Pool Ln VOLUME REQUIRED CONCRETE PAD I RAIN ALL) EA)(RUNOFF FACTOR) _ (27 1 2")(728 S.F.)(I) = 1 2 1 .3 CU. FT. DRYWELL 0 HEIGHT CU. FT. PROVIDED > I 20.0' x CONCRETE I D-1 8'-0"0 3'-G" 147.8 CU. FT. + 54.2 CU. FT. PROPERTY INFORMATION x PAD TOTAL : 202 CU. FT. 525 SOUTH t1ARBOR ROAD. 50UTHOLD, NY 1 1071 25.0' SECT ION : 75 BLOCK : 4 LOT : 27 ZONE : R-80 PRIMARY/ R-40 SECONDARY I' rj Yj B x cJ Y cJ B I I PROVIDE: (I) DRYWELL 202 CU.FT. > 12 1.3 CU. FT. NOTE : INFORMATION FOR THIS DRAWING WA5 OBTAINED ROM A SURVEY PREPARED BY PEHKINGER SURVEYING P.C., 2200 JACK50N AVENUE, 5AFORD. NY 1 1783. DATED JANUARY 22, 2024. i x - LINE OF UNDERGROUND PIPING FROM ROOF DRAINS. ALL PIPING SHALL BE "S.D.R. 35 SEWER PIPE" TOWN OF SOUTI-lOLD SITE t, ZONING DATA x VER DOME REQUIREMENTS (UNITS) REQUIRED EXISTING PROPOSED REMARKS I I PROVIDE SOLID CONCRETE CO LOT 51ZF 60,000 S.F. 102,735.52 S.F. 102,735.82 S.F. O.K. I x GRADE x I x Il II 111_I MAXIMUM LOT COVERAGE 20%1 I G S.F 10.9%/ 10.90I0/ O.K. o z _ MINIMUM LOT WIDTH 175 rFT. 14G 75 FT S.F. 14G 75 FT S.F. O.K. � PITCH i _ N � STORM DRAIN RINGS x _ I � _-_ II II III _ 1 ! LOT DEPTH 418. 13 FT. 418. 13 FT. 415. 13 FT. O.K. x I x __ x I x i- _ _ - 2,-0„ _ PROJECT TITLE I 5TORIE5 2 ' 2 2 O.K. I 11 !�- --_ \ MIN. x -� ---- FONTI RESIDENCE FEET 35/25 FT. N/A N/A O.K. FRONT YARD SETBACK GO FT, 75.53 FT. 75.53 FT. O.K. COLLAR MATERIAL 525 SOUTH HARBOR ROAD I SIDE YARD SETBACK 20 FT. 90.49 FT. 90.49 FT. O.K. - III- III SOUTHOLD, NY 11971 BOTH SIDE YARD .SETBACK 45 FT. ' 181 .58 FT. 181 .55 FT. O.K. ® ® ® ® ® ® ® ,� ; ___ BOTTOM OF ALL DRYV�✓ELL'S - - - - - - I U --- : . 3 O ® ® ® ® ® ® ® - MUST HAVE G'-O" REAR YARD SETBACK 75 FT. 3 12.33 FT. 291 .G7 FT. O.K. � I z � M N Y � MIN. i PENETRATION INTO RATE ABLE MATERIAL I III I ® - ACCESSORY STRUCTURE + ± 171 .0 FT. O.K. �l LL I o z GROUNDWATER DRAWING TITLE D15TANCE FROM FRONT YARD 5ETBA,CK GO FT. _ 17 1 .0 FT. Ul EZi 0± 88.42 FT. (51DE) O.K. DISTANCE FROfv1 SIDE � REAR LOT LINES 25 FT. ± 88.42 FT. (SIDE) _ ± 290.83 FT. (REAR) ± 290.83 FT. (REAR) /Z7 =- 8'-0 SITE PLAN & "O (N.T.S.) _I . . - -< i N I LI II iII DRAINAGE DETAILS CLIMATIC GEOGRAPrI1C: DESIGN CRITERIA III -II GROUND WIND DE51GN 5EI5MIC SUBJECT TO DAMAGE FROM WINTER ICE FLOOD AIR FRZNG o 5NO1N - DE51GN DESIGN 5HIELD HAZARD INDEX (� _ _ -- -- -- - LOAD ��EED TOPO SPECIAL WIND WIND BRN. CATEGORY WEATHER FR05T LINE TERMITE TEMP READ MEAN ANN. _ _ - x - x --- x - x - x -� III II_I I� 11== II I11 III _II-III --' I III II DATE (MPt1) EFFECTS DE51GN DEBRIS 7.ON= DEPTH TEMP. x x x 1 5 0.00 L_ z v --Y- -� - /1/ 025 x. x�o I II i I_-III. - PROJECT NO. 246-01 � 20 PSF 130 YES f10 NO B SEVERE 3'-0" MOD. TO YES AS PER ,, 5800 ( 4'301IW � 1 .��' 579 4930 W HEAVY 511Of Olt F.E.M.A. P b NOTE: COLLAR MATERIAL SHALL BE COMPRISED OF SAND GRAVEL FILTER MATERIAL CONTAINING LESS DRAWN BY SED AUGONIUAL THAN 1 5% FINE SAND, SILT, CLAY t I" DIA. GRAVEL(SILT$ CLAY FRACTIONS ARE NOT TO EXCEED 5%) CHECKED BY SED 1� DRYWELL DETAIL DRAWING NO. 51TE FLAN 5050 09401E 146.75 I SCALE: N.T.S. /� SCALE: 1 " = 40'-011 A SHEET NO. 02 OF 06 A B G D E F G FI p C D E F G I PACIFIC GEN E R A L CON DITI O N S 2. 1 . THIS ROOFING SYSTEM MUST BE INSTALLED BY A CARLISLE AUTHORIZED ROOFING APPLICATOR IN COMPLIANCE WITH SHOP SEAM PLATES (REQUIRED FOR STEEL DECKS) OR SEAM FASTENING PLATES. I I . ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED DURING PLACEMENT USING A MECHANICAL VIBRATOR. DRAWINGS AS APPROVED BY CARLISLE 5YNTEC. 1 . ALL LABOR., MATERIALS AND CONSTRUCTION SHALL COMP Y AND CONFORM WITH ALL RULES, REGULATIONS, CODES AND 2.2. UPON P,LQUEST,AN INSPECTION SHALL BE CONDUCTED BY A FIELD SERVICE REPRESENTATIVE OF CARLISLE TO ASCERTAIN THAT 22. REFER TO CARLISLE TECHNICAL MANUAL FOR MEMBRANE FLASHING HABITAT OF:DINANCE:5 OF ALL FEDERAL, NEW PORK STATE AND LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK. 12. CONCRETE SHALL BE CONVEYED AND DEPOSITED IN ACCORDANCE WITH APPLICABLE NATIONAL STANDARDS. THE MEMBRANE ROOFING SYSTEM HAS BEEN INSTALLED ACCORDING TO CARL15LE'5 PUBLISHED SPECIFICATIONS AND DETAILS 2. ALL WORK. SPECIFIED HEREIN. AND SHOWN ON THE DRAWINGS SHALL INCLUDE MATERIALS, LABOR AND INSTALLATION. ALL WORK 13. DESIGN, FABRICATION, INSTALLATION, AND REMOVAL OF CONCRETE FORM WORK 15 SOLELY THE RESPONSIBILITY OF THE BUILDER. APPLICABLE AT THE TIME OF BID. THIS INSPECTION IS TO DETERMINE WHETHER A WARRANTY SHALL BE ISSUED. IT 15 NOT INTENDED AS A FINAL INSPECTION FOR THE BENEFIT OF THE OWNER. ELECTRICAL ARCHITECTURE I INTERIORS SHALL BE EXECUTED IN A 1`JOP,KMANLIKE MANNER AND ALL MECHANICS SHALL BE SKILLED IN THEIR TRADE. 14. ANCHOR BOLTS PLACED IN CONCRETE SHALL CONFORM TO APPLICABLE NATIONAL STANDASTANDARDS. 2.3. FOR SPECIFIC CODE APPROVALS ACHIEVED WITH THIS SYSTEM, REFER TO CARLI5LE'S EPDM CODE APPROVAL GUIDE, • 3. G.C. SHALL REVIEW, CHECK, AND REPORT STATUS OF ALL[ITE CONDITIONS, EXISTING GRADES, SURVEY AND UTILITIES; AND SHALL DORA (DIRECTORY OF ROOF ASSEMBLIES), FM APPROVALS OR UL FIRE RESISTANCE DIRECTORY FOR ROOFING MATERIALS 1. ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRIC CODE, THE NEW YORK STATE BUREAU OF FIRE UNDERWRITERS AND ALL 55 GERARD STREET, #158 VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE SITE. IT SHALL BE THE RESPONSIBILITY OF THE G.C. 1 5. COORDINATE REQUIRED EXPANSION AND CONTROL JOINTS. REQUEST ARCHITECTS ASSISTANCE AS REQUIRED. AND SYSTEMS. LOCAL CODES. G.C. TO PROVIDE NATIONAL BOARD OF FIRE UNDERWRITERS (NBFU) CERTIFICATE AT THE COMPLETION OF THE WORK. HUNTINGTON I NY I 11743 T-O !NOTIFY THE ARCHITECT IMMEDIATELY OF ANY D15CREPA14CIE5 BETWEEN THE CONSTRUCTION DOCUMENTS AND THE ACTUAL FIELD CONDITIONS IN WRITING. ALL QUESTIONS REGARDING SITE,CONDITIONS, DRAWINGS OR SPECIFICATIONS SHALL BE DIRECTED TO THE I G. INSTALL PRE-MOULDED EXPANSION JOINTS AROUND PERIPHERY OF SLAB AND COLUMN LOCATIONS. 3. SUBMITTALS 212.505.2020 3. 1 . TO ENSURE COMPLIANCE WITH CARLI5LE5 WARRANTY REQUIREMENTS, THE FOLLOWING PROJECTS SHOULD BE FORWARDED TO 2. EXISTING 100 AMP ELECTRICAL SERVICE TO BE UPGRADED TO A 200 AMP SERVICE. G.C. SHALL VERIFY THAT THE EXISTING SERVICE ARCHITECT DURING BID PROCESS. 1 7. CONSTRUCTION JOINTS IN CONCRETE SHALL BE VERTICAL. MAXIMUM DISTANCE BETWEEN JOINTS SHALL BE 40'-0". CARLISLE FOR REVIEW PRIOR TO INSTALLATION, PREFERABLY PRIOR TO BID.I.AIR PRESSURIZED BUILDINGS, CANOPIES, AND WILL MEET THE DEMANDS OF ALL NEW WORK. 4, A'LTERATIQN5 TO EXISTING WORK BEING OF SUCH NATURE;THAT ALL FACETS OF THE WORY\ARE IMPOSSIBLE TO DETAIL AND SPECIFY. 15. WIRE MESH SHALL CONFORM TO A5TM A 165, LATEST ADDITION. BUILDINGS WITH LARGE OPENINGS, COLD STORAGE BUILDINGS OR FREEZER FACILITIES, ADHERED ROOFING SYSTEM PROJECTS IT IS THEREFORE THE GENERAL CONTRACTORS RE5FON5115CITY TO V151T THE SITE, CAREFULLY EXAMINE THE BUILDING AND OVER 100' IN HEIGHT OR PROJECTS WHERE THE EPDM 15 EXPECTED TO COME IN DIRECT CONTACT WITH PETROLEUM-BASED COMPLETELY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND RELATE SUCH CONDITIONS TO THE SCOPE 3. METER AND PANEL BOXES SHALL BE LOCATED IN FIELD BY THE ARCHITECT. ALL CIRCUITS TO BE LABELED AT PANEL FOR GROUNDS, AND 19. ALL SLABS ON GRADE TO BE REINFORCED AS PER PLAN, WITH WELDED WIRE FABRIC PLACED I" FROM TOP OF SLABS. PRODUCTS, WASTE PRODUCES (LE., GREASE, OIL, ANIMAL FATS, ETC) AND OTHER CHEMICALS. HOMEOWNER. OF THE PROPOSED NEW WORK. 3.2. SHOP DRAWINGS MUST BE SUBMITTED TO CARLISLE 13Y THE CARLISLE AUTHORIZED ROOFING APPLICATOR ALONG WITH A 20, WIRE MESH REINFORCEMENT MUST LAP ONE FULL MESH AT 51DE AND END LAPS. AND MUST BE WIRED TOGETHER, COMPLETELY EXECUTED NOTICE OF AWARD (PAGE I OF CARLI5LE5 REQUEST FOR WARRANTY FORM) FOR APPROVAL. APPROVED 5, G.C. SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE EXISTING AREAS AND MAINTAIN THE PREMISES IN A CLEAN AND ORDERLY SHOP DRAWINGS ARE REQUIRED FOR INSPECTION OF THE ROOF AND ON PROJECTS WHERE ON-51TE TECHNICAL A5515TANCE 15 4. G.C. SHALL WALK THROUGH AND VERIFY LOCATION OF ALL FIXTURES, OUTLETS, SWITCHES ETC. WITH OWNER AND ARCHITECT PRIOR FASHION. UPON COMPLETION OF THE WORK, ALL RUBBISH, IMPLEMENTS AND SURPLUS MATERIALS SHALL BE REMOVED AND REQUESTED.1.04 TO ELECTRICAL ROUGHING. PREMISES LEFT BROOM-CLEAN AT THE END OF EACH DAY. CARPENTRY i 4. GENERAL DESIGN CONSIDERATIONS 1. ALL FRAMING SHALL BE WELL NAILED, BRACED, TIED AND FABRICATED AS SPECIFIED ON DRAWINGS AND ALL MATERIALS SHALL BEAR 5. G.C. SHALL SUBMIT, TO ARCHITECT, CATALOG CUTS OF ALL PROPOSED ELECTRICAL EQUIPMENT: I.E. METER PANS, PANEL, EXTERIOR G. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE EVALUATIONS AND APPROVALS OF PERFORMANCE OF THE GENERAL 4.1 . IT 15 THE RESPONSIBILITY OF THE BUILDING OWNER OR HI5/11ER DESIGNATED REPRESENTATIVE TO VERIFY STRUCTURAL LOAD GRADE STAMPS. LIMITATION. IN ADDITION, A CORE CUT MAY BE TAKEN TO VERIFY WEIGHT OF EXISTING COMPONENTS WHEN THE ROOFING CONDUITS AND RELATED FIXTURES. VERIFY LOCATION WITH ARCHITECT IN FIELD. CONTRACTOR.AND/OR ANY SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. 2, ALL STRUCTURAL WOOD FRAMING SHALL BE DOUG-FIR NO. 2 OR BETTER AS FOLLOWS, AND UNLESS OTHERWISE NOTED Fb= SSMF-GUIDE- 0 1/2024 25YSTEM IS TO BE SPECIFIED ON AN EXISTING FACILITY 7, ALL WORK UNDER Th115 SPECIFICATION SHALL BE GUARANTEED BY THE G. C., AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP 180OP5I AND E= 1,700,000 MODULUS OF ELASTICITY. G. ALL WIRING SHALL BE COPPER. FOR A PERIOD OF (1) ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION AND ACCEPTANCE OF THE WORK BY THE 5. ON NEW CONSTRUCTION PROJECTS, ESPECIALLY IN COLD CLIMATE REGIONS, MOISTURE GENERATED DUE TO THE CONSTRUCTION OVJNERJAR.CHITECT. GRANTING OF A CERTIFICATE OF OCCUPANCY(C.O.), OR THE OWNER'S USE OF THE PREMISES SHALL NOT PROCESS COULD ADVERSELY IMPACT VARIOUS COMPONENTS WITHIN THE ROOFING A55EMDLY IF NOT ADDRESSED. [REFER TO NOTE 3. ALL LUMBER SHALL BE SEASONED TO 1 5% MAXIMUM MOISTURE CONTENT, DESIGN REFERENCE DR 0 I-2 I "CONSTRUCTION GENERATED MOISTURE" INCLUDED IN THE CARLISLE TECHNICAL MANUAL.] 7• ALL NEW ELECTRICAL SWITCHES AND OUTLETS SHALL BE'LEVITON'- DECORA(MATCH EXISTING). COLOR TO BE SELECTED BY CONSTITUTE ACCEPTANCE OF THE WORK. OWNER/ARCHITECT. THE PLAN IS APPROVED ONLY FOR THE 5.1. ON STRUCTURAL CONCRETE DECKS, WHEN A VAPOR RETARDER 15 NOT USED, GAPS IN THE DECK ALONG THE PERIMETER AND 4. ALL WOOD IN CONTACT WITH CONC., MASONRY OR 501L SHALL BE PRESSURE TREATED. AROUND PENETRATIONS MUST BE SEALED ALONG WITH VERTICAL JOINTS BETWEEN TILT-UP PANELS, IF PRESENT, TO WORK INDICATED ON THE APPLICATION. 8. AN`!ITEMS SHOWN ON PLANS BUT NOT SPECIFICALLY STAT=D IN THE SPECIFICATIONS AND/OR VICE VERSA SHALL BE CONSIDERED ARCHITECT ASSUMES NO RESPONSIBILITY INCLUDED IN THE CONTRACT. ALL ITEMS; EQUIPMENT, MATERIALS AND SUPPLIES NOT SPECIFICALLY CALLED FOR BY 5. GLUED-LAMINATED MEMBERS SHALL BE DOUGLAS FIR OR EQUAL, CONFORMINGPREVENT INFILTRATION OF HOT HUMID AIR AND POSSIBLE MOISTURE CONTAMINATION RESULTING FROM CONDENSATION. 8. G.C. SHALL INSTALL ALL FIXTURES COMPLETE WITH LAMPS. FOR ANY WORK DEVIATED FROM APPROVED WITH APPLICABLE STANDARDS AND FABRICATED � F MANUFACTURER'S NUMBER OF,GRADE SPECIFICATION SHALL BE FURNISHED IN THE MOST ECONOMICAL MODEL, GRADE OR MANNER TH15 IS 5PECIFICALLY IMPORTANT WHEN ADHESIVE IS USED TO ATTACH THE ROOF INSULATION. PLANS.THE CONTRACTOR MUST OBTAIN WITH MOISTURE RESISTANT GLUE. 5.2, CAUTION: IF LEFT UNADDRESSED, COLLECTED MOISTURE COULD WEAKEN INSULATION BOARDS AND FACERS RESULTING IN A WRITTEN APPROVAL FROM ARCHITECT FOR OF INSTALLATION. BLOW-OFF OR INCREASE THE PROBABILITY OF MOLD GROWER. 9. ALL EXHAUST FANS AND/OR HEATERS SHALL BE INSTALLED WITH TIMER SWITCHES, MINIMUM 30 MINUTES AS REQUIRED. COLOR TO G. ALL PLYWOOD SHEATHING SHALL BE IDENTIFIED BY GRADE MARK OF AN APPROVED INSPECTION AGENCY AND SHALL BE STANDARD BE SELECTED BY OWNER/ARCHITECT. ANY CHANGES BEFORE COMMENCING SUCH 9. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. C-D, EXT. GRADE UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. WORK.ANY DISCREPANCIES BETWEEN THE G. VAPOR RETARDFR5 G.1 . CARLISLE DOES VOT REQUIRE A VAPOR RETARDER FOR THE: PROTECTION OF THE MEMBRANE; HOWEVER PLANS AND SITE MUST BE BROUGHT TO THE, IT SHOULD BE ATTENTION OF THE ARCHITECT. 10. CONTRACTOR SHALL VERIFY ALL DIMENSIONS �CONDITIONS AT THE JOB AND THE ARCHITECTS OFFICE MUST BE NOTIFIED OF ANY 7. ALL NEW TRIM, MOLDINGS, CASINGS, WINDOW FRAMES, ETC., SHALL BE PINE OR POPLAR-STAIN GRADE - 5" FLAT STOCK BASE, CONSIDERED BY THE SPECIFIER FOR THE PROTECTION OF THE ROOFING ASSEMBLY(I.E. PRIMARILY INSULATION, UNDERLAYMENT M 1 5 C E L L A N E 0 U 5 VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS. 3-112" FLAT STOCK CASING, UNLESS OTHERWISE NOTED ON DRAWINGS OR THESE SPECIFICATIONS. AND ADHESIVES). THE FOLLOWING CRITERIA SHOULD BE CONSIDERED BY THE SPECIFIER: IT IS A VIOLATION OF THE LAW FOR ANY G.1 .1 . A.U5E OF A VAPOR RETARDER TO PROTECT INSULATION AND REDUCE MOISTURE ACCUMULATION WITHIN AN INSULATED 1 . ALL NEW STAIRS SHALL MEET THE FOLLOWING REQUIREMENTS: PERSON,UNLESS ACTING UNDER THE ! 1 . CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY[3ACING. SHORING, AND PROTECTING ALL WORK, DURING CONSTRUCTION, 8. ALL NEW INTERIOR SPACES SHALL RECEIVE I/2"GYPSUM BOARD AT WALLS AND CEILINGS TO BE ATTACHED WITH SCREWS AND SHALL ROOFING ASSEMBLY, SHOULD BE INVESTIGATED BY THE SPECIFIER. P MAXIMUM RISER = 8 I/4 INCHES DIRECTION OF A LICENSED ARCHITECT,TO AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS BE TAPED AND 5FACKLED (3 COATS) READY TO ACCEPT OWNER'S PAINT. ALL CORNERS, HORIZONTAL AND VERTICAL SHALL BE TAPED G. 1 .2. IN THE GENE.ALLY TEMPERATE CLIMATE OF THE UNITED STATES, DURING THE WINTER MONTHS, WATER VAPOR FLOWS ALTER AN ITEM IN ANY WAY. IF AN ITEM AND GOOD PRACTICE. WITH 'TRIM -TF�C' CORNER BEADS, OR APPROVED EQUAL. UPWARD FROM A HEATED, MORE HUMID INTERIOR TOWARD A COLDER, DRIER EXTERIOR. VAPOR RETARDERS ARE MORE MINIMUM TREAD = 9 INCHES BEARING THE SEAL OF AN ARCHITECT IS COMMONLY REQUIRED IN NORTHERN CLIMATES THAN IN SOUTHERN REGIONS, WHERE DOWNWARD VAPOR PRESSURE MAY BE EXPECTED AND THE ROOFING MEMBRANE ITSELF BECOMES THE VAPOR RETARDER. ALTERED,THE ALTERING ARCHITECT SHALL 12. OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR TIMELY NOTIFICATION OF THE ARCHITECT RELATED TO CHANGES, JOB 9. INSULATION AT ALL EXTERIOR WALLS, CEILINGS AND FLOORS SHALL BE FIBERGLASS BATTS FOIL ON ONE SIDE, THICKNESS AS AFFIX TO THIS ITEM THE SEAL AND THE CONDITIONS OR ANY CONFLICT WHICH EFFECTS THE SERVICE OF THI5 ARCHITECT. NOTED ON DRAWINGS. STAPLE TABS ON FOIL OVER FRAMING. (UNLESS NOTED OTHERWISE) 7. PRODUCT DELIVERY, STORAGE AND HANDLINGA.DELIVER MATERIALS TO JOB SITE IN ORIGINAL, UNOPENED CONTAINERS 2. ALL HANDRAILS SHALL MEET THE NEW INTERNATIONAL RESIDENTIAL BUILDING CODE AND THE FOLLOWING REQUIREMENTS: NOTATION "ALTERED BY"FOLLOWED BY HIS LABELED WITH THE MANUFACTURER'S NAME, BRAND NAME AND INSTALLATION IN5TRUCTION5.B.JOB 51TE STORAGE MAXIMUM 3G INCHES ABOVE TREAD SIGNATURE AND THE DATE OF SUCH 13. THE CONTRACTOR ASSUP✓lES FULL_RESPONSIBILITY FOR WORK OPERATIONS AND SAFETY FEATURES RELATED TO CONTINUITY OF 10. ALL EXTERIOR NAILING IN EXPOSED EXTERIOR WOOD SHALL BE GALVANIZED OR ALUMINUM. TEMPERATURES IN EYCE55 OF 90' F MAY AFFECT SHELF LIFE OF CURABLE MATERIALS (I.E., UNCURED FLASHING, ADHESIVES, MINIMUM 30 INCHES ABOVE TREAD ALTERATION,AND SPECIFIC DESCRIPTION SURFACES, RAILINGS, PLACEMENT AND SWING OF DOOR5, MATERIAL, SIZE, QUANTITIES ORDERED AND INCORPORATED IN SEALANTS, PRIMERS,SECURTAPE, POURABLE SEALER AND PRE55URE-5EPJ51TIVE FLA5HING5). C. WHEN LIQUID ADHESIVES AND MINIMUM G'8" HEADROOM CLEARANCE OF THE ALTERATION. CONSTRUCTION. 1 1, DOUBLE ALL JOISTS, HEADERS AND TRIMMERS, AROUND ALL OPENINGS AND UNDER ALL PARTITIONS. USE 'SIMPSON - STRONG TIE' SEALANTS ARE EXPOSED TO LOWER TEMPERATURES, RESTORE TO A MINIMUM OF GO' F BEFORE USE. DO NOT STORE ADHESIVE OR APPROVED EQUAL STRUCTURAL HANGERS AND CONNECTORS. PROVIDE HURRICANE CLIPS @ ALL CATHEDRAL CEILINGS. CONTAINERS WITH O'ENED LIDS DUE TO LOSS OF SOLVENT. WHICH WILL OCCUR FROM FLASH OFF. ©2024 PACIFIC HABITAT 14. THE CONTRACTOR SHALL PREPARE, SUBMIT AND ADHERE TO AND COORDINATE AN APPROVED WORK PROGRAM. 3. G. C. TO COORDINATE INSPECTION, TREATMENT, AND CERTIFICATION WITH OWNER'S TERMITE EXTERMINATOR PRIOR TO 12. PROVIDE I"X 2"WOOD CROSS-BRIDGING AT ALL FLOOR JOISTS, MAX. 8' O.C. AND CONTINUOUS. DO NOT BLOCK VENTILATION 8. JOB CONDITIONS. REFER TO CARLISLE TECHNICAL MANUAL FOR APPLICABLE PROJECT SPECIFIC JOB CONDITIONS. CONSTRUCTION. SEAL & SIGNATURE 15. 5UB5TITUTION5 MAY ONLY BE MADE WITH THE APPROVAL Of THE OWNER OR HI5 AGENT AND WITH NOTIFICATION TO THE ARCHITECT. FLOW AT RAFTERS AT CATHEDRAL CEILINGS, AND/OR SKYLIGHTS. PROVIDE 2" AIR BAFFLES AT CATHEDRAL CEILINGS TO PROVIDE 9. THE COMPONENTS OF THI5 ROOFING SYSTEM ARE TO BE PRODUCTS OF CARLISLE OR ACCEPTED BY CARLISLE AS COMPATIBLE. THE AIRFLOW. 4. LANDSCAPE PLANTING AND RELOCATION OF SPRINKLER SYSTEM, OR REMOVAL OF SHRUBS AND TREES, SHALL BE BY OWNER. G.C. 1 G. EACH CONTRACTOR SHALL COOPERATE, COORDINATE, SCNIEDULE AND CONTROL H15 WORK WITH ALL TRADES WHOSE WORK INSTALLATION, PERFORMANCE OR INTEGRITY OF PRODUCTS BY OTHERS, WHEN SELECTED BY THE SPECIFIER AND ACCEPTED BY ADJOINS. CONNECTS OR INTERFACES WITH HIS OWN AND WORK TOWARD THE HIGHEST STANDARDS OF EXCELLENCE AND CARLISLE, IS NOT THE RESPONSIBILITY OF CARLISLE AND I5 EXPRESSLY DISCLAIMED BY THE CARLISLE WARRANTY. SHALL VERIFY LOCATION OF ALL LANDSCAPING TO BE AFFECTED BY THE NEW WORK, AND NOTIFY OWNER PRIOR TO CONSTRUCTION. 13. PROVIDE'CAT5'OR WOOD fIRE5TOP5 AT ALL EXTERIOR WALLS, BEARING WALLS AND MIDWAY AT V✓Al-1-5 OVER 8'-0" IN HEIGHT. WORKMANSHIP. 10. MEMBRANE R 14. ALL STUDS WALLS SHOWN ON DRAWINGS SHALL HAVE 2X4 INTERIOR AND 2XG EXTERIOR STUDS PLACE I G"O.C. UNLESS OTHERWISE 10.I . SURE-TOUGH REINFORCED EPDM MEMBRANES: CURED REINFORCED EPDM (ETHYLENE, PROPYLENE, DIENE TERPOLYMER) ,` RED A �-'�/ 17. MATERIAL STORAGE OR PLACEMENT SHALL NOT EXCEED LOADING CONDITIONS FOR ANY SPECIFIC LOCATION. VERIFY CONDITIONS NOTED. COMPOUNDED ELA5TOMEK AND IS AVAILABLE, ONLY IN BLACK, 45-, GO-, OR 75-MIL THICKNESSES WITH POLYESTER ��� OC//r9 T� WHEN IN DOUBT. FABRIC WHICH CONFORMS TO ASTM D4G37, TYPE 11 (REINFORCED). ALL SHEETS ARE AVAILABLE WITH 3" OR G" FACTORY �:�A 15, TOP PLATES SHALL BE DOUBLED ON ALL STUD WALL5. APPLIED SECURTAPE (FAT). 45- AND GO-MIL MEMBRANES ARE AVAILABLE IN WIDTHS OF 5' OR G-1/2', USED AS PERIMETER . MEMBRANE SHEETS, AND G-1/2', 8' OR 10', USED AS FIELD MEMBRANE SHEETS. WHEN GREATER PUNCTURE OR WIND UPLIFT at° I �r DEMOLITION AND P.E M O V A L I G. INSTALL ALL HORIZONTAL MEMBERS WITH CROWN UP. RESISTANCE 15 DESIRED, 10' WIDE 75-MIL SURE-TOUGH REINFORCED, MAY BE SPECIFIED. t ,U . -WHITE EPDM MEMBR CURED REINFORCED E ANE: UREEINREPDMT PO OL COMPOUNDED(ETHYLENE, PROPYLENE, DIENE TERFYMER) MNDE (� `' �1 " WORK SHALL INCLUDE THE REMOVAL OF EXISTING WINDOWS. WALLS, PARTITIONS, ROOFS, ETC. A5 SHOWN ON THE PLANS AND ALL I 1 5UREWHITE REINFORCED PD J, � 17. CAULKING SHALL BE'THIOKOL 2'CAULKING OR APPROVED EQUAL IN ALL NEW WORK. ELA5TOMER AND 15 AVAILABLE, ONLY IN WHITE, GO-MIL THICKNESS WITH POLYESTER FABRIC WHICH CONFORMS TO A5TM D4G37, OTHER WO�.K NECESSARY TO EFFECT"THE WORK AS SHOWN. PROVIDE TEMPORARY CLOSURES AS REQUIRED. CONTRACTOR TO -9T �428 �O REINFORCED). ALL SHEETS ARE AVAILABLE WITH G" FACTORY PROPERLYY DISPOSE OF ALL WASTE MATERIALS, AND ABATEMENT PER CODE. NO BURNING OF RUBBISH WILL BE PERMITTED, APPLIED 5UCURTAPE (FAT). AVAILABLE IN 1 0' WIDE BY 100' 0 F NE 1 8. ALL WALL SHEATHING SHALL BE I" INSULATED ZIP SYSTEMS WALL SHEATHING (R-3 MINIMUM INSULATION) UNLESS NO"FED OTHERV115E TYPE II (LONG 5HEET5.2.03 2. CONTRACTOR IS TO VERIFY UTILITY LINE LOCATIONS AND MAINTAIN TH05E THAT SERVE OTHER PARTS OF THE BUILDING THAT ARE ON DRAWINGS (FOR PATCHING WHERE NECESSARY). NOT AFFECTED BY THE DEMOLITION. 12. RELATED MATERIALS 10. ALL 5U5FLOOKING TO BE 3/4" PLYWOOD"ADVANTECH 5UBFLOOR., GLUED AND SCREWED OR APPROVED EQUAL, 1 2.1. A. 90-8-30A, LOW-VOC BONDING ADHESIVE, AQUA BASE ADHESIVE, LAP SEALANT, PRIMER, SECURTAPE!::], PRESSURE-SENSITIVE ISSUES & REVISIONS 3. CONTRACTOR IS RESPONSIBLE FOR ANY DEMOLITION THAT 15 NOT SHOWN ON DEMOLITION DRAWINGS BUT IS REQUIRED FOR NEW CURED EPDM FLASHING, PRESSURE-SENSITIVE FLASHING, UNCURED ELA5TOFORM FLASHING❑, CARLISLE FASTENERS AND 20. G.C. SHALL SUPPLY AND INSTALL ALUMINUM TERMITE SHIELD UNDER ALL NEW WOOD SILLS. CONSTRUCTIONJ. �i FASTENING PLATES OR BARS AND PRESSURE-SENSITIVE BUSS❑ (WITH THE CORRESPONDING FASTENERS) ARE REQUIRED FOP, USE WITH TH15 ROOFING SYSTEM. OTHER CARLISLE PRODUCTS, SUCH AS, INSULATION, INSULATION FASTENERS, EDGINGS AND REVISIONS AS PER TOS 1/30/25 4. DEMOLITION NOTE5 ARE BASED ON] FIELD OBSERVATIONS �1ND EXISTING RECORD DOCUMENTS, CONTRACTOR TO REPORT 2 I. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE ACQ TREATED, PER CODE. TERMINATION BARS ARE ALSO REQUIRED WHEN A TOTAL SYSTEM WARRANTY IS SPECIFIED. DISCREPANCIES TO ARCHITECT BEFORE DISTURBING EXISTING INSTALLATION. 22. G.C. SHALL SUPPLY AND INSTALL PLYWOOD SHEATHING CLIPS AT ALL PLYWOOD 5UBFLOOPS AND PLYWOOD ROOF SHEATHING. USE 12.2. OTHER PRODUCTS: METAL FASTENING BARS, CARLISLE WALKWAY PADS, PRESSURE-SENSITIVE FIFE FLA5HING5, 51MP50N -5TP,ONG-TIE P5CL PANEL SHEATHING CLIPS AT I G" O.C. AT UNSUPPORTED JOINTS. PRESSURE-SENSITIVE IN51DE/OUT5IDE CORNERS, LIQUI5EAL LIQUID FLASHING AND POURABLE SEALER POCKETS. E X C A V A T 1 O N 23. BEAMS, GIRDERS, AND JOISTS SUPPORTING BEARING WALLS OR OTHER CONCENTRATED SHALL NOT BE NOTCHED. HOLES IN JOISTS, 13. GENERAL : WHEN fEA,51BLE, BEGIN THE APPLICATION AT THE HIGHEST POINT OF THE HIGHEST ROOF LEVEL AND WORK TO THE LOWEST 1. EXCAVATE FOR ALL NEW FOOTINGS, TRENCHES, PITS. FTC.!TO VIRGIN 501L A5 REQUIRED. BEAMS, AND GIRDERS SHALL NOT BE LARGER THAN/o THE DEPTH of THE MEMBER AND SHALL BE LOCATED WITHIN CENTER HALF of POINT TO PREVENT MOISTURE INFILTRATION AND TO MINIMIZE CONSTRUCTION TRAFFIC ON COMPLETED SECTIONS. THI5 WILL THE SPAN. ALL HOLES SHALL BE CENTERED WITHIN DEPTH OF MEMBER. HOLES AND NOTCHES IN STUDS SHALL NOT EXCEED I" IN INCLUDE COMPLETION OF ALL FLA5HING5 AND TERMINATIONS. 2. THE BUILDER SHALL BE RESPONSIBLE FOR ANY AND ALL TEMPORARY SHEETING, SHORING OR STABILIZATION REQUIRED. DIAMETER OR DEPTH. 14. ROOF DECK CRITERIA 3. REMOVE EXCESS EARTH FROM SITE OR REDISTRIBUTE AS DIRECTED. PITCH GRADE FROM NEW WORK. 24. PLYWOOD SUB-FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS, CONTINUOUS 14.1 . PROPER SUBSTRATE SHALL BE PROVIDED BY THE BUILDING OWNER. THE STRUCTURE SHALL BE SUFFICIENT TO WITHSTAND OVER(2) OR MORE SPANS. ALLOW FOR MINIMUM SPACE/g'AND JOINT AND/,5'AT EDGE JOINTS FOR EXPANSION AND CONTRACTION NORMAL CONSTRUCTION LOADS AND LIVE LOADS. 4. ASSUMED 501L-BEARING CAPACITY - (2)TWO TONS PER 50,FT. G.C. TO VERIFY 501L BEARING CAPACITY, AND 501L CONDITION IN 14.2. DEFECTS IN THE ROOF DECK MUST BE REPORTED AND DOCUMENTED TO THE SPECIFIER, GENERAL CONTRACTOR AND BUILDING OF PANELS UNLESS OTHERWISE NO-FED. THE FIELD. OWNER FOR ASSESSMENT. THE CARLISLE AUTHORIZED ROOFING APPLICATOR SHALL NOT PROCEED UNLESS THE DEFECTS ARE 25. WHERE HIGH CEILINGS ARE CREATED, BOLT JOISTS TO COLLAR BEAMS, IF THEY DO NOT MEET AT PLATE. USE PLATE CONNECTOR CORRECTED.C.WHEN MECHANICALLY ATTACHING THE INSULATION WITH CARLISLE FASTENERS AND INSULATION PLATES, REFER TO 5. ALL FOOTINGS SHALL BE EXCAVATED TO A DEPTH OF 3'-0"II5ELOW GRADE, MINIMUM. CLIPS WHERE ROOF JOISTS ARE NOT OTHERWISE LATERALLY BRACED, CARLISLE TECHNICAL MANUAL.3.03 SUBSTRATE PREPARATIONA. ON RETROFIT-RECOVER PROJECTS, CUT AND REMOVE WET INSULATION, A5 IDENTIFIED BY THE SPECIFIER, AND FILL ALL VOIDS CREATED BY SUCH REMOVAL WITH NEW INSULATION SO THAT APPLICABLE f�IATIONAL STANDARDS INN REGARDING MATERIAL, MOISTURE AND COMPACTION, BACK FILL AGAINST WALLS ONLY AFTER G. BACK FILL OR FILL MATERIAL SHALL PLACED IN G" (SIX LAYERS COMPACTED TO 9 ADJACENT THERETO. FOLLOW 2G. FLAMMABLE MATERIALS SHALL NOT BE PERMITTED AS INSULATION OR FILL IN CONCEALED OR ATTIC SPACES. IT 15 RELATIVELY FLU R 5H.B. FOP,ALL PROJECTS, SUBSTRATE MUST BE EVEN WITHOUT NOTICEABLE HIGH SPOTS OR DEPRESSIONS , AND fREE OF ACCUMULATED WATER, ICE OR SNOW. CLEAR SUBSTRATE OF DEBRIS AND FOREIGN MATERIAL. FRESH BITUMEN TOP IS SECURELY BRACED. 27, CONCEALED SPACES WITHIN WALL, PARTITION, FLOOR, STAIR, ATTIC OR CORNICE CONSTRUCTION. AND AROUND CHIMNEY, PIPE AND BASED ROOF CEMENT MUST BE REMOVED OR CONCEALED. DUCT OPENINGS IN SUCH CONSTRUCTION, SHALL BE FIRE5TOPFED TO PREVENT THE PASSAGE OF FLAME, SMOKE, FUMES AND HOT 7. ALL BACK FILL MATERIAL St1ALL BE NON EXPANSIVE, FREE CRAIPJING, PREDOMINATELY GRANULAR MATERIAL, FREE OF DEBRIS AND GASES. 15. INSTALLATION : REFER TO THE APPLICABLE SAFETY DATA SHEETS AND PRODUCT DATA SHEETS FOR CAUTIONS AND WARNINGS.A. ORGANIC MAFERIAL, INSULATION ATTACHMENT. 8. EXCAVATIONS REQUIRED FOR OTHER WORK SHALL IN NO EVENT BE LOWER THAN ADJACENT FOOTINGS EXCEPT AS SPECIFIED OR THERMAL AND M 0 1 5 1 URF PROTECTION 15.1 . CARLISLE FLEXIBLE FAST ADHESIVE MAY BE SPECIFIED FOR INSULATION 5ECUREMENT IN FULL SPRAY OR BEADS WITH SPACING DRAWN. AS OUTLINED IN THE CARLISLE TECHNICAL MANUAL. PROJECT TITLE I. FURNISH AND INSTALL INSULATION AND WEATHER STRIPPING IN STRICT ACCORDANCE WITH N.Y.S. ENERGY CODE REQUIREMENTS. 15.2. CARLISLE FA5TENER5 MAY BE USED, WHEN SPECIFIED, TO SECURE CARLISLE INSULATION AT THE SPECIFIED DENSITY OUTLINED IN THE CARLISLE TECHNICAL MANUAL, C O h1 C PETE 2. INSULATION MATERIALS, INCLUDING FACING, SUCH AS VAPOR BARRIERS OR BREATHER PAPERS INSTALLED WITH FLOOR-CEILING FO NTI RESIDENCE I. WORK SHALL INCLUDE ALL FOOTINGS, FOUNDATIONS, PIERS, SLABS, ETC., AS SHOWN ON DRAWINGS. ASSEMBLIES. ROOF CEILING ASSEMBLIES, WAIL ASSEMBLIES. AND ATTICS SHALL HAVE A FLAME-SPREAD INDEX NOT TO EXCEED 25 1 G. A MINIMUM OF ONE 5' OR G-112' WIDE PERIMETER MEMBRANE SHEET OR 9" WIDE PRESSURE-SENSITIVE PU55 (POSITIONED WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84. BENEATH THE FIELD SSMF-GUIDE- 01/202445HEET5) SHALL BE INSTALLED AT THE PERIMETER OF EACH ROOF LEVEL AND G-1/2', 8' S25 SOUTH HARBOR ROAD 2. APPLY'HENRY CM 100 WATERPROOFING MEMBRANE OR APPROVED EQUAL WITH 'HENRY' DRAINBOARD ON ALL FOUNDATION WALLS 3 ALL PLUMBING PASSING THROUGH UNHEATED SPACES TO BE INSULATED AS REQUIRED. OR 10' WIDE SHEETS SHALL BE INSTALLED OVER THE FIELD OF THE ROOF. SOUTHOLD, NY 11971 BELOW GRADE AT BA5EP 1ENT AND CRAWL SPACES. APPLY TO CLEAN AND DRY SURFACE WHEN TEMPERATURES ARE ABOVE 40 DEGREES FAIJRENHEIT, ALL IN STRICT CONFORMANCE WITH MANUFACTURERS WRITTEN SPECIFICATIONS. ALLOW TO SET 24 HOURS 4. USE COPPER(LASHING AT ALL WINDOWS, CHIMNEY, AND GABLE ENDS. 17. MEMBRANE SHALL BE MECHANICALLY FASTENED WITH THE APPROPRIATE CARLISLE FASTENERS AND POLYMER SEAM PLATES BEFORE BACKFILLING (REQUIRED FOR STEEL DECKS) OR SEAM FASTENING PLATES SPACED G" MINIMUM TO 12" MAXIMUM ON CENTER, 5. GABLE ENDS AND EAVES SHALL HAVE VINYL OR ALUMINUM TRIP WITH DRIP EDGE DOWN. COLOR TO MATCH ADJACENT TRIM COLORDEPENDING ON PROJECT CRITERIA, WITHIN THE MEMBRANE SPLICE. REFER TO THE"DESIGN CRITERIA"SECTION FOR THE 3. PROVIDE DAMPROOF COATING ON ALL EXPOSED 5URFACE5 OF CONCRETE WALLS ABOVE GRADE AND FLATWORK NOT COVERED BY (UNLESS OTHERWISE NOTED). REQUIRED NUMBER OF PERIMETER MEMBRANE SHEETS, WIDTH OF FIELD SHEETS AND REQUIRED fA5TENER SPACING. fINISHED FLOOR MATERIALS, ALL IN STRICT CONFORMANCE WITH MANUFACTURERS WRITTEN SPECIFICATIONS. G. APPLY ONE LAYER OF'BENJAMIN OBDYKE' HYDROGAP 5A DRAINABLE HOU5EWRAF OR APPROVED EQUAL. INSTALL AS PER 18. AS AN OPTION TO THE USE OF FASTENING PLATES, SURE-SEAL FASTENING BARS MAY BE USED FOR MEMBRANE 5ECUREMENT IN DRAWING TITLE 4. PROVIDE ANCHOR DOLTS (5/8" DIA. .X 15" LONG) SET APPROXIMATELY(1) ONE FOOT FROM CORNERS AND SPACED 48 INCHES ON MANUFACTURER'S SPECIFICATIONS. CONJUNCTION WITH HF-X FASTENERS. CENTER AS PER CODE. SET ANCHOR BOLTS ON EACH 51DE OF ALL OPENINGS AND MINIMUM (2)TWO ANCHOR BOLTS IN ANY ONE SILL. BOLTS TO EXTEND A MINIMUM OF 7" INTO CONCRETE':, WITH ALL REQUIRED TIE DOWNS ATTACHED PER CODE. NO WET DIPPING 7. 'BENJAMIN OBDYKE' SA DRAINABLE HOUSEWRAP SHALL BE USED ON ALL EXTERIOR WALLS. 19, OVERLAP ADJACENT EPDM MEMBRANE SHEETS A MINIMUM OF G INCHES AT FASTENER LOCATIONS (ALONG THE LENGTH OF THE IS ALLOWED OF ANCHOR BOLTS. MEMBRANE SHEET) AND 3" AT END ROLL SECTIONS (THE WIDTH OF THE MEMBRANE). SPECIFICATIONS 5. APPLY ROOF SHINGLES WITH GALVANIZED ROOFING NAILS OR PROPER LENGTH TO PENETRATE THE SHEATHING COMPLETELY. 5. A'-L CONCRETE SHALL dF 3,000 P51 AT 28 DAYS. ALL SLABS TO HAVE STEEL TROWEL FINISH. DO NOT BACKFILL AGAINST 20, MEMBRANE SPLICING WITH SECURTAPE (MEMBRANE 15 AVAILABLE WITH FACTORY-APPLIED TAPE). FOUNDATION UNTIL FIRST FLOOR FRAMING 15 COMPLETED AND BRIDGING AND 5UBFLOOR ARE IN PLACE. COLOR PER ARCHITECT. 9. NEW GUTTERS AND LEADERS SHALL BE"CUSTOM-FLOW' SEAMLESS PRE-FINISHED ALUMINUM OR APPROVED EQUAL. COLOR TO BE 20.1. APPLY SURE-SEAL PRIMER TO THE SPLICE AREA. WHEN TAPE IS NOT FACTORY-APPLIED, POSITION SECURTAPE ONTO BOTTOM SELECTED BY ARCHITECT. SIZE AS FOLLOWS: GUTTERS 5", LEADERS- 3"(TYP.). PROVIDE SUPPORT STRAPS FOP,GUTTER 4'O.C. MEMBRANE SHEET WITH THE EDGE OF THE RELEASE FILM ALONG A LINE MARKED 1/2" OUT FROM THE TOP SHEET. PRESS TAPE G. ANTI-HYDRO ADD MIX OR APPROVED EQUAL SHALL BE ADDED TO CONCRETE MIX IF POURING TAKES PLACE AT 32 DEGREES MIN. TO BE NAILED TO ROOF UNDER SINGLE TAB, SUPPORT FOR LEADERS SHALL BE MAX. 5'O.C. MATCH LEADER AND GUTTER ONTO SHEET U51NG HAND PRESSURE, OVERLAPPING TAPE ROLL ENDS A MINIMUM OF I". REMOVE THE RELEASE FILM AND PRESS FAHRENHEIT OR BELOW: PER MANUFACTURER'S DIRECTION 5. COLOR WITH EXTERIOR TRIM. TOP SHEET ONTO TAPE USING HAND PRESSURE. ROLL THE SPLICE WITH A 2"WIDE STEEL ROLLER OR CARLI5LE'5 STAND-Up DATE 2/1/2025 7. CONCRETE SHALL HAVE A MINIMUM 25 DAY FIELD CURED COMPRESSIVE STRENGTH FOR ITS INTENDED PURPOSE USE 3,000 PSI 10, PROVIDE PRECAST CONCRETE SPLASH BLOCKS AT END OF EACH LEADER, 8"x24"WITH COVED SURFACE TO DIRECT WATER. USE SEAM ROLLER. PROJECT NO. 246-0120.2. INSTALL A PRESSURE-SENSITIVE T-JOINT COVER OR A G"WIDE SECTION OF PRESSURE-SENSITIVE ELA5TOFORM FLASHING OVER UNLESS OTHERWISE NOTED. P.V.C. LEADER BOOT WHERE DRAINAGE 15 PIPED TO DRYWELL. ALL FIELD SPLICE INTERSECTIONS. THE USE OF LAP SEALANT WITH TAPE SPLICES 15 OPTIONAL EXCEPT AT TAPE OVERLAPS AND DRAWN BY SED 8, USE AIR ENTRAINING ADMIXTURE IN ALL EXPOSED CONCRETE; FOLLOW APPLICABLE NATIONAL STANDARDS. CUT EDGES OF REINFORCED MEMBRANE. CHECKED BY SED ROOFING 9. FORMS 511ALL BE PANEL-TYPE TO PROVIDE A CONTINUOUS STRAIGHT, SMOOTH FINISH WITH LARGEST PRACTICAL SIZES TO MINIMIZE 2 1 . ADDITIONAL MEMBRANE 5ECUREMENT : EPDM MEMBRANE MUST BE SECURED AT THE PERIMETER OF EACH ROOF LEVEL, FORM JOINTS, FOR EXPOSED SURFACES. 1. ALL NEW ROOF COVERING SHALL BE CARLISLE SURE-TOUCH EPDM MECHANICALLY FASTENED ROOFING SYSTEM OR APPROVED EQ. ROOF SECTION, EXPANSION JOINT, CURB, SKYLIGHT, INTERIOR WALL, PENTHOUSE, ETC., AT ANY ANGLE CHANGE WHICH DRAWING N0. EXCEEDS 2" IN ONE HORIZONTAL FOOT, AND AT ALL PENETRATIONS IN ACCORDANCE WITH CARLI5LE5 DETAILS PUBLISHED WITH 10. CONCRETE SHALL BE"READY-MIXED CONCRETE" CONFORMING TO NATIONAL STANDARDS. 2. QUALITY ASSURANCE CARLISLE'S 5FECIFICATION5.ADDITIONAL MEMBRANE 5ECUREMENT MAY BE PROVIDED BY PRESSURE-SENSITIVE RUSS❑, POLYMER A-2 SHEET NO. 03 OF 06 �, B G D E F �, B c D E F G PACIFIC LEGEND H A B I TAT — — — — — — — — — — — — — — — — — — — — — — — EXISTING FOUNDATION WALL$ FOOTING EXISTING WALL TO REMAIN, PATCH t REPAIR AS REQUIRED ARCHITECTURE I INTERIORS EXISTING WALL TO DE REMOVED, PATCH t KEPAIR,AS REQUIRE[) 55 GERARD STREET, #158 PROVIDE 5" K-STYLE GUTTER AND - --- - -- -- HUNTINGTON I NY 11743 LEADER, COLOR WHITE NEW FOUNDATION WALL$ FOOTING, SEE PLAN FOR SIZE 212.505.2020 ------- - EXISTING WALL- EXISTING WALL TO REMAIN, PATCH * REPAIR AS REQUIRED NEW WALL- PROVIDE WOOD STUDS @ I G" O.C., SEE PLAN FOR SIZE Plooff LINE 0 f ALUMINUM OVERFLOW PROVIDE EPDM R�OfING I5Y'CARLI5E' SCUPPER, PROVIDE FLASHING AS PAVERS OR APPROVED EQ[ OVER SLEEPERS REQUIRED 2" SANE) BASE PITCHED TO DRAIN ON MARINE GRADE PLYWOOD SHEATHING 4" CONCRETE SLAB W/PERIMETER PITCH I PITCH I HAUNCH X X X X X NOTE 5LOPE/4":I' 5LOPE/4":I' THE PLAN IS APPROVED ONLY FOR THE WORK INDICATED ON THE APPLICATION. ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY WORK DEVIATED FROM APPROVED PLANS.THE CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM ARCHITECT FOR ANY CHANGES BEFORE COMMENCING SUCH EXISTING EXISTING CMU BLOCK(f ILLED SOLID) WORK.ANY DISCREPANCIES BETWEEN THE PLANS AND SITE MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. IF AN ITEM CONCRETE FOOTING BEARING THE SEAL OF AN ARCHITECT IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO THIS ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH EX. BEDROOM 3 EX. BEDROOM 4 • ALTERATION,AND SPECIFIC DESCRIPTION OF THE ALTERATION. 2024 PACIFIC HABITAT SEAL & SIGNATURE 3 PROF051ED SECOND FLOOD PLAN DETAI L @EX15TING SLAB aEDARC /x SCALE: 1/4" 1 '-0" SCALE: 3/4" 1 '-0" D(j — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IX — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 042 69 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - LINE Of EXISTING STAIRS TO 7—--------- PATCH $ REPAIR AS REQ'D. REMAIN, f ---33 ISSUES & REVISIONS ............ 29'-10 112" -01, 1 21-1 1/2" 2'-p 2'-i-J12` 7 REVISIONS AS PER TOS 1/30/25 e 3 A-5 J -7 ---- - - --- - -- - - - - - - -- J.- -T - ZrA-575 W(5x40 COLUMN ON 24"x24" CONCRETE PIE ON 46"x4b"x 15" CONCRETE PIER ON 45"x45"x 15" Wc5x40 COLUMN ON 24"x24" 1--� W5x40 COLUMN ON 24`x24` L -j FOOTING, SEE DETAIL -7 - -7 — CONCRETE PIER ON 4b'-x4,5"x 18" FOOTING, SEE DETAIL T I Imo— W5X40 COLUMN ON, FOOTING, SEE DETAIL F- + CONCRETEiPIER,ON 48"x4b"x?l(5" FOOTING, SEE DETAIL ---------- --4 LINE Of EXISTING CONCRETE t I, ( ._. f _. !, -_ . I I PAVER PLATFORM EX. UNEXCAVATED EXISTING FOUNDATION TO REMAIN, )-EXTERIOR PATIO PROVIDE STONE VENEER(T.5.5.) PATCH REPAIR AS REQUIRED OVER CEMENT BOARD c� �\j FINS fX15TING',FAVED PAr&C)NI:fXl5 C? (-nN(-,Rff�E SLAB, PAT(.-tl $.-FTPAIR A9 ---i PROVIDE 42" OUTDOOR PROPANE P f IREPLACE BY'OUTDOOR PROJECT TITLE Vl/(5 40 COLUMN ON 24N24" J 2, OR APPROVED EQ. INSTALL AS PER LIFESTYLES' MODEL#G 1700020, 1 1 1 1 7 X CONCRETE,'Fl�p,ON 4b`x48"x,j 8'..1. MANUFACTURER'S SPECIFICATIONS FONTI RESIDENCE • FOOTING, SEE DETAIL ALIGN WITH EDGE Of 525 SOUTH HARBOR ROAD T DOOR W5x40 COLUMN ON 24"x24" SOUTHOLD, NY 11971 CONCRETE PIER ON 46"x48"x 15" Ln .2'-pt FOOTING, SEE DETAIL 2 5'-10 112 I-I It jLl f� I 241-0' /211 — _It._... -- -- - - -- - - - - - -- -- W24X55 DRAWING TITLE H N�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W(5x40 COLUMN ON 24"X24" - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \IV(5x4O COLUMN ON 24"x24" CONCRETE PIER ON 45"x48"x 18" L - FOOTING, SEE DETAIL T - CONCRETE PIER ON 48"x45"x 18" FOOTING, SEE DETAIL PROPOSED PLANS DQ EX. DINING ROOM E . CL D Lo t� 5 _ Lo 79 EX. BASEMENT DATE 2/1/2025 PROJECT NO. 246-01 6 DRAWN BY SED J., I FE - - - - - CHECKED BY SED V DRAWING NO. PF?loP05ED f I R5T f LOOK PLAN PROPOSED FOUNDATION PLAN A-3 X*- f SCALE:ALI 71 --A- , I V11F SCALE: 11411 = 1 1-011 SCALE: 1/4" = 1 '-0" SHEET NO. 04 OF 06 B c D E IF G B C D F F G H PACIFIC HABITAT ARCHITECTURE I INTERIORS 55 GERARD STREET, #158 HUNTINGTON NY 11743 212.505.2020 T.O. PLATE _ T.O. PLATE EXISTING WINDOW TO REMAIN +I +I o PROVIDE AZEK FLAT PANELS OVER o F7 F7 EE F-1 �o MARINE GRADE PLYWOOD, SEE DETAILS -- - --- - - ':: NOTE EXISTING DOOR TO REMAIN THE PLAN IS APPROVED ONLY FOR THE 2nd FLOOR 2nd FLOOR WORK INDICATED ON HE APPLICATION. ARCHITECT ASSUMES TNO RESPONSIBILITY 4>� , T.O. PLATE — T.O. PLATE FOR ANY WORK DEVIATED FROM APPROVED PLANS.THE CONTRACTOR MUST OBTAIN REMOVE EXISTING SIDING AND WRITTEN APPROVAL FROM ARCHITECT FOR REPLACE WITH STUCCO OVER - ANY CHANGES BEFORE COMMENCING SUCH METAL LATI1, OVER EXISTING SHEATHING, PATCH REPAIR AS r` WORK.ANY DISCREPANCIES BETWEEN THE REQUIRED — PLANS AND SITE MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. Wbx40 COLUMN ON 24"x24" o CONCRETE PIER ON 48"x48"x 18" IT IS A VIOLATION OF THE LAW FOR ANY FOOTING, SEE DETAIL PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS I st FLOOR I st FLOOR ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO THIS ITEM THE SEAL AND THE NOTATION "ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND SPECIFIC DESCRIPTION o I I o OF THE ALTERATION. � ©2024 PACIFIC HABITAT SEAL & SIGNATURE BASEMENT — � � BASEMENT RED ARC Y Ot//r SOUTH ELEVATION ` I SCALE: I/4" = I '-0" 9 0428eg yo TFOF NEB ISSUES & REVISIONS REVISIONS AS PER TOS 1/30/25 T.O. PLATE T.O. PLATE PROVIDE ALUMINUM CAP k) PROVIDE AZEK FLAT PANELS OVER t` MARINE GRADE PLYWOOD, SEE DETAILS 2nd FLOOR 2nd FLOOR PROJECT TITLE � T.O. PLATE % _ — — — — — — T.Q. PLATE % y FONTI RESIDENCE D =0 PROVIDE STONE VENEER OVER tJE CEMENT BOARD. 525 SOUTH HARBOR ROAD u l q SOUTHOLD, NY 11971 + Ell W8x40 COLUMN ON 24"x24" +1 63 LJ QOq a CONCRETE PIER ON 45N45"x 15" +1 ����� FOOTING, SEE DETAIL o aDaooUa qq qq 63 EXISTING PATIO TO REMAIN, PATCH DRAWING TITLE a� a� REPAIR AS REQUIRED 1 st FLOOR — i [] _ I st FLOOR ELEVATIONS +I 0 DATE 2/1/2025 PROJECT NO. 246-01 DRAWN BY SED BASEMENT — — BASEMENT CHECKED BY SED II DRAWING NO. WEST ELEVATION A-4 I SCALE: 1/4" = I '-0" SHEET NO. 05 OF 06 B C E F G H c (12)7/8`0 A325 N BOLTS ELECTRICAL NOTES SYMBOLS LEGEND PACIFIC 7"x3/4"x2'-G1j" STEEL PLATE I . SEE DECORATIVE FIXTURE SCHEDULE QUANTITY HABITAT 2. ALL WIRING SHALL BE COPPER. 8 3. ALL ELECTRICAL SYSTEMS AND WORK SHALL BE IN ACCORDANCE WITH CHAPTERS 34 THROUGH 43 OF THE 2020 RESIDENTIAL 3 SWITCH TYPEp 14-W24x55 CODE OF NEW YORK STATE AND ALL LOCAL RULES AND REGULATIONS. 4. THE MINIMUM LOAD FOP,UNDERGROUND SERVICE CONDUCTORS AND SERVICE DEVICES THAT SERVE ONE HUNDRED PERCENT 3D PROVIDE GANG ARCHITECTURE I INTERIORS OF THE DWELLING UNIT LOAD SHALL BE COMPUTED IN ACCORDANCE WITH TABLE E3G02.2 MINIMUM SERVICE LOAD PLATES AS REQUIRED CALCULATION. 55 GERARD STREET, #158 1 O 5. ALL BATH, TOILET, KITCHEN, AND GARAGE OUTLETS SHALL BE GROUND-FAULT INTERRUPTER PROTECTION APPROVED DEVICES. HUNTINGTON ( NY I 11743 G. RECEPTACLE SPACING SHALL BE INSTALLED SO THAT NO POINT At_ONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN SIX FIXTURE TYPE FEET MEASURED HORIZONTALLY FROM AN OUTLET IN THAT SPACE. 21 2.505.2020 (° 7. ALL FIXTURES SHALL BE SUPPLIED INSTALLED BY G.C. COMPLETE WITH LAMPS UNLESS NOTED OTHERWISE. D 0 8. G.C. SHALL SUPPLY AND INSTALL ALL NECESSARY DUCTWORK FOR EXHAUST FANS. ALL FANS SHALL BE VENTED TO THE EXTERIOR FIXTURE SCHEDULE REF. O ONLY. O° 9. LOCATE ALL WALL RECEPTACLES HORIZONTALLY AT 1 5" A.F.F. TO CENTERLINE UNLESS NOTED OTHERWISE. 10. SMOKE DETECTORS SHALL BE MIN. 3G" FROM FORCED HOT AIR OUTLET. ❑ SQUARE RECESSED LED FIXTURE 1 1 . CEILING HEIGHTS SHALL BE AS SHOWN ON THE CEILING PLAN. NOTIFY ARCHITECT IF ANY FIELD CONDITIONS NECESSITATE A CHANGE IN CEILING HEIGHT DIFFERENT THEN THAT SHOWN ON THE DRAWINGS PRIOR TO INSTALLATION. 12. PROVIDE NECESSARY FRAMING $ BLOCKING TO PROVIDE THE CEILING HEIGHTS AS SHOWN ON PLAN. DF-00 DECORATIVE CEILING MOUNTED FIXTURE 13. ALL DOWN LIGHTS AND DIFFUSERS TO BE CENTERED ON THE CEILING, U.O.N. 14. ALL DIMENSIONS ARE FROM CENTERLINE FIXTURE U.O.N. ALL SWITCHING TO BE GANG PLATED TOGETHER WHERE TWO OR MORE 7"x3/�"x I'-8"STEEL PLATE ARE SHOWN ON THE DRAWINGS. SWITCHES TO BE LOCATED AT 48"A.F.F. TO CENTERLINE UNLESS OTHERWISE INDICATED. SINGLE POLE SWITCH 15. WALL SWITCHES AND OUTLETS TO MATCH EXISTING, COLOR TO BE WHITE DUPLEX CONVENIENCE OUTLET ' I G. ALL FIXTURES SHALL BE SUPPLIED $ INSTALLED BY G.C. COMPLETE WITH LAMPS UNLESS OTHERWISE NOTED. 7" FULL PENETRATION 17. G.C. SHALL SUPPLY AND INSTALL ALL NECESSARY DUCTWORK FOR EXHAUST FANS. ALL EXHAUST FANS SHALL BE VENTED TO GROUND FAULT INTERRUPT OUTLET THE EXTERIOR ONLY. ALL EXHAUST FAN5 ARE TO BE PLACED ON GO MINUTE TIMERS. GFi 18. ALL RECESSED LIGHT FIXTURES IN CEILING CAVITIES WHICH ARE UNCONDITIONED SHALL BE "IC" RATED AND MANUFACTURED W8 COLUMN RECESSED MEDIA IN-WALL BOX NOTE WITH NO PENETRATIONS BETWEEN THE INSIDE OF THE RECESSED FIXTURE AND CEILING CAVITY AND SEALED OR GASKETED TO �J— KECE5 ED MODEL NO. PREVENT AIR LEAKAGE INTO THE UNCONDITIONED SPACE. SA-IWB 17 OR APPROVED EQ. THE PLAN IS APPROVED ONLY FOR THE DEDICATED OUTLET (W/VOLTAGE WORK INDICATED ON THE APPLICATION. ARCHITECT ASSUMES NO RESPONSIBILITY AND/OR CIRCUIT RATING)DI L @MOMENT CONNECTION AT ROOF FOR ANY WORK DEVIATED FROM APPROVED CONVENIENCE OUTLET PLANS.THE CONTRACTOR MUST OBTAIN wP HEAVY DUTY WET PROTECTED DUPLEX LIGHTING SCHEDULE WRITTEN APPROVAL FROM ARCHITECT FOR SANY CANGES BEFORE CALE: 3/4" : 1 '-O° W8x40 COLUMN WORKHANY D SCREPANCIOES MMENCING BETWEEN THEH MANUFACTURER MODEL# LAMP REMARKS PLANS AND SITE MUST BE BROUGHT TO THE 2'-1 112" ATTENTION OF THE ARCHITECT. I G"x I"x I G" BASE PLATE FIXED DOWNLIGHT A DMF M SERIES 3000K M4 - NC - SQUARE -T- DRD2M - 12 - 9 - 30 - SP - IT IS A VIOLATION OF THE LAW FOR ANY 3 1/2" I'-G I/2" 3 1/2" Y." NON-SHRINK GROUT LINE OF FOOTING BELOW A - M4T55 - WH PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO (4)3/,"Ox 1'-0" A307 ANCHOR ALTER AN ITEM IN ANYWAY. IF AN ITEM BOLTS BEARING THE SEAL OF AN ARCHITECT IS % NOTES : ALTERED,THE ALTERING ARCHITECT SHALL NEW 4" CONCRETE SLAB d — LINE OF BASE PLATE BELOW AFFIX TO THIS ITEM THE SEAL AND THE REINFORCED WITH _._....... . _. . _ ___ 1 . LIGHTS SUPPLIED BY OWNER SHALL BE INSTALLED BY G.C. (UNLESS OTHERWISE NOTED). GxG-W2.9-W2.9 WWF m 2. 'WL' DESIGNATES WET LOCATION/'DL' DESIGNATES DAMP LOCATION NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH LINE OF PAVERS W8x40 COLUMN 3. VERIFY FIXTURES WITH OWNER PRIOR TO ORDERING ALTERATION,AND SPECIFIC DESCRIPTION N OF THE ALTERATION. — m — %g'AZEK FLAT 5-OCK _ ©2024 PACIFIC HABITAT 3 N N 3/4" MARINE GRADE PLYWOOD SEAL & SIGNATURE G KAD 17 ---- ---- N d e d m FRAMING AS REQUIRED e a a C� Y rUk'q d Z _ in LINE OF SOFFIT ABOVE 042 y, a a a 3 112" 5" 3 1/2" 3 112" G 112" 3 112" O F N4 = a Q d 44 a o_l1' o° 1'-I 1/2° ISSUES & REVISIONS 2'-I 112" (2)#8 DOWELS 4' 0" REVISIONS AS PER TOS 1/30/25 EPDXIED INTO EXISTING FOOTING WITH — —— —— —— — —— — —— —— —— — ——————— —— — — — — — — ——— — — ———— — fl� -#$IfACIJ WAY r - - - - - -- - -- - - - - - - -W247= - -_ - - - - -_-- - - — —— DETAI L @NEW FOOTING DETAIL @COLUMN PLAN I - - - - -- - - - - - - - - - - - - -- -- - - - ----- -- - - - - 2 SCALE: 314" : 1 '-0' � SCALE: 1 /2" : P-0" I r- - - -- -- - - -- - ---- - - -� �------ - ----- --- - - - I 4 EFDM ROOFING I I I I rA -❑ A A I ( A A A I I PROVIDE STUCCO CEILING FINISH, COLOR TO BE SELECTED. OVER %" PLYWOOD SUBSTRATE I I I I I I I I I METAL LATH AND 5/8' MARINE GRADE 2X SLEEPERS, PITCHED TO DRAIN I I I I I I I I I PLYWOOD. I I I I I I I I PROVIDE ALUMINUM CAP WITH DRIP, COLOR TO BE SELECTED I I � II A TOP OF STEEL ! I -0" A.F.F. TO REMOTE W2 4x5000LUMN II II III II - ❑ ❑ ... ....._ III II E I I II FPROONJE TCT I TRITELSE I D E N C ETOREMOT ❑ A A A❑ I5MARTHEAT ELECTRIC HEATER. SA INSTALL AS PER MANUFACTURERS OUTHOLD, NY11971aAZEK FLAT STOCK LINE OF BROMIC TUNGSTEN 525 SOUTH HARBOR ROAD %4" MARINE GRADE PLYWOOD STRAPPING 8-O" O.C. I ( I I I ( I I SPECIFICATIONS -1 I- ---- - i ±9'-10" A.F.F. PROVIDE%r" MARINE GRADE I I - - - - _-- - -- - - -T _ - -- - _ — _ -- _ - - - - Til I DRAWING TITLE PROVIDE NOGGINS AS REQUIRED J PROVIDE STUCCO FINISH OVER TO RECEIVE SUBSTRATE 2 DETAILS AND METAL LATH. COLOR TO BE I SELECTED P.R. E . CL REFLECTED CEILING EX. DINING ROOM BOTTOM OF SOFFIT PLAN -}8'-I I" A.F.F. DATE 2/1/2025 PROVIDE BLOCKING AS REQUIRED I 00 PROJECT NO. 246-01 PR /OVIDE ,' AZEK FLAT STOC + I I DRAWN BY SED SOFFIT LINE OF COLUMN BEYOND CHECKED BY SED DRAWING NO. DEALE: 1 %2" : 1 '-0" SCALE: 114"TAI L @ aEAr� PROPOSED REFLECTED CEILING PLANA-5 4 SC = 1 '-0" SHEET NO. 05 OF 06 A B C C) F F G N I __ i 4c (��,�CAv� 517�p? ���27 GENERAL NOTES FINISHES NOTES specifications.If testing is not performed,a visual inspection must be performed 8. New&existing back fill material,topsoil are to be free of weeds,tree roots,rocks and verification may need to occur during inspection report 1. No Work shall start until approved Construction Documents are obtained(from &debris.All surplus material that is unsuitable for back fill material shall be 1. All interior finishes shall be as selected by Owner,unless otherwise noted Table 3.1 Nailing Schedule the Building Department, removed from the site.Proper town inspection approvals must be obtained 7. U-factors of fenestration products are determined in accordance with the NFRC ,Joint Description f of Nags Nail ISpacingCHITEC�L before covering arty excavated work feast procedures of taken from the default fables KAHNCEPTIONS PLLC 2. Prior to any Work being performed,the Contractor shall be responsible to read 2. The Contractor shall obtain/provide the Owner with samples of all finishes for PStreet _l over all notes,drawings,and cifications if applicable).If the Contractov sees 9. All trees that are within eight 8 feet of the buildingshall be protected see proper color selection and final approval of all finishes prior to installation. ROOF FRAMING mi East Main 1178 ( g ( ) P ( 8. A protective covering is installed to protect exposed exterior insulation and Smithtown,NY 1 I 787 any discrepancies,he shall notify the Architect for clarifications. detail sheets for more information). Rafter to Top Plate (Toe-Nailed) 3- 8d PER RAFTER P. (631)780-6124 3. All interior trim shall be cedar wood painted white,selected b Owner,unless extends a minimum of 6 in.below grade. PER JOIST �^ Y Ceiling Joist to Top Plate (roe-nailed) f" f" . �.., info@Kahnceptions.com 3. The Contractor shall file all necessary permits,and appropriate applications 10.A licensed land surveyor shall perform a final grade survey prior to occupancy otherwise noted 8-16d EACH LAP "1�+k t.fI Ceiling Joist to Parallel Raftter (Face-Haled) ��� ��s��,.�'� � www.Kahnceptfons.com prior to the start of an Work,and obtain the Certificate of Occupancy at fthe in order to assure positive drainage away from the foundation Minimum 5% 9. All insulation shall be installed and labeled w/R-value provided. 8-16d EACH LAP P Y P cY P� 8 Y ( )• Ceiling Joist Laps over Partiltions (Face-Haled) � I _ completion of the project for the Owner.The Contractor shall pay for perimits, Drainage elevations and direction should be noted on the document. 4. All interior finishes shall be Class C(surface flame spread rating of 76-200) Collar Tie to Rafter (Face-moiled) 9_1 f9dd PER TIE (Q certificate of occupancy,and any necessary field tests as required to meet design minimum in conformity with generally accepted standards.Carpeting shall be 10.Floor insulation installed per manufacturer's instructions and in substantial 2- EACH END f Blocking to Rafter (Toe-nailied) EACH END criteria of all materials,unless otherwise agreed upon by the Owner. I1.All Drywells on-site shallbe installed per State and Local Codes. class 2 with a minimum critical radiant flux of.22-watts r square inch. contact with the underside of the subtloor,or floor framing insulation is 16d r " q g Y NEW 4x4 POST(TYP) 5'-1 in contact with the top side of sheathing,or continuous insulation is installed on L M 4, All Work completed shall be in accordance with the following codes, DEMOLITION NOTES 5. The Contractor shall install foil faced,fiberglass Batt insulation John the underside of floor framing and extends from the bottom to the top of all rs by Top Plate to Top Plate (Face-Nailed) 2- t PER FOOT 2020 Residential Code of New York State Mansville'or approved equal in all areas shown on the drawings including perimeter floor framing members. 16d JOINTS - EACH SIDE IC 2020 Energy Conservation Construction Code of New York State 1. Remove all existing constructions and finishes necessary for the completion of g g Top Plates at Intersections (Face-Haled) a exterior walls,floors above cellars/basements,and ceilings above the heat Stud t0 Stud Face-Walled 4- 24" O.C. = " 2018 Wood Frame Construction Manual(WFCM 2018) the Work as shown on the drawings,Necessary disconnects and alterations to ( ) " � 3 envelope,foil shall be placed facing the warm side of the insulation. 1 I.Wail,floor&ceiling insulation shall be installed in accordance with the 16d NITA Standard 70,The National Electrical Code existing mechanical and electrical systems.Patch as required all constructions Header to Header (Face-nole�d) 16 O.C. ALONG EDGES 2 to remain in accordance with the contract drawings.Where Contractor is manufacturer's installation instructions. 2- 5. to addition to the above codes,all work shag be code compliant to the latest designated to make removals,disposition of materials is the responsibility of the 6. All gypsum board work shall be done in accordance with the latest edition of the 16d _, T 3 EXIST ENTRY "' Top or Bottom Plate to Stud (End-nailed) PER 2X4 STUD FIXED WINDOW editions of the NYS uniform fire prevention,all applicable building codes,I the Contractor.Verify with the Owner,the disposition and removal of any Drywall Construction Handbook,by United States Gypsum and installed as per 12.Vented attics with air permeable insulation include baffle adjacent to soffit& PER 2X6 STUD � N� zoning codes of the local Town and all other federal,state and local agenc7Y components of salvageable value. section R702.3.All finish joints,/-beads,nail dimples,corners,edges and seams eave vents that extends over insulation. 2-1 bit, PER 2X8 STUD 3 regulations having jurisdiction over this project.if there are any discrepancies shall be taped and finished in accordance with manufacturer's installation Bottom Plate to Floor Joist, EBondjoist, 3_ = PER FOOT ; between agency requirements,the Contractor shall follow the strictest 2. All removals and salvage shall become the property of the Contractor,unless recommendations.Apply three(3)coats of joint compound The Contractor shall 13.Attic access hatch&door insulation 2 R-value of the adjacent assembly - 7' requirements. noted or requested by the Owner. wait a minimum 24 hours to dry between coats,and the final coat shall be FL R RAMING _ Wl Ol sanded smooth,primed and ready for wall finishing,as per owner.Metal corner 14.Construction drawings and documentation demonstrate energy code compliance 4 d PER JOIST 6. All work shall comply with the standards of the National Board of Fire 3. Remove only non-load bearing construction and partitions.The Contractor to bead to be used on all outside corners and around all openings typical. g P Joist to Sill, Top Plate o ed)c r (Toe-Nailed} 1 for the building envelope.Thermal envelope represented on construction Bridging to Joist (Toe-Naled)) =1 @d EACH END 3 Underwriters(NBFU),the American Gas Association(AGA),American Sociiety of verify,prior to removal,that no structural components,i.e,bearing walls,beams, documents 2- Bd EACH END N Heating&Air Conditioning Engineers(ASHAE),Occupational Safety and FHealth headers,etc.Supporting floor,roof or ceiling joists are designated for removal. Blocking to Joist (Toe-Naiad)) 3- 16d EACH BLOCK Administration(OSHA),applicable statr.&building codes and the requirements of 7. All painted surfaces must be fully covered in a uniform manner to be accepted as Blocking to Sill or Top Plate ((Toe-nailed) 3- 16d all public utility companies serving the project site. 4. The Contractor shall contact the Architect prior to removal of any construction complete by the Owner.Any painting to be done shall be two(2)finish vats of 15.Compliance certificate posted.A certificate identifying the energy-related EACH JOIST premium grade paint 1 coat ofcom compatible primer Ben'min Ledger Strip to Beam (Face-fNaled) 3- 8d PER JOIST differingfrom the design intent.The Contractor's non-contact of Architect prior P g P O P P Y features of the building must be located on or in the electrical panel,or other Joist on Ledger to Beam Toee-nailed if 1 7. The Contractor and allSub-Contractors shall be licensed b the state in wlfifch to removal of an Work indicates his complete understanding that no load P Moore,'or approved equal.Color as specified by the Owner,unless otherwise approved location. g ( ) 3- 16d PER JOIST Y Y P s Band Joist to Joist (End-nal(ed) 2- 16c� PER FOOT the project is located and approved in advance by the Owner. bearing or structural work is being altered under this contract and assumes all noted.Any exterior wood surfaces shall be two(2)coats of exterior grade stain as selected by owner. A� or lop, a e oe-nal e liability. 16.Supply&return ducts in attics insulated 2 R-8 where duct is 2 3in in diameter 8. The Contractor and all Sib-Contractors shall carry workers compensatiom and &2 R-6 where<3in.Supply&return ducts in other portions of the building Woad Structural Panels 8d (See Table 3.10) general liability insurance that complies with state,local codes and ordinainces. 5. All structural systems shall be mairitained and be adequate strength to support 8. Patch all finishes to match existing,including but not limited to,gypsum board, insulated 2 R-6 for diameter 2 3in&R 42 for<3in in diameter. Diagonal BoardSheathing the new design loads and to resist the deformation caused by such loads as Pie',acoustic systems,wood trim,covers,base,panels,rails and wainscot. 1"x6 or 1 x8■ 2- 8d PER SUPPORT Verify match of new finish materials to existing in color,texture,thickness,cut, " DATE REV.# DESCRIPTION 9. All work is to be coordinated with the Owner.The Contractor is to meet with the applicable.For Minimum design load values,see table R301.5 on General Note r� g 17.Building cavities are not used as ducts or plenums 3- 8d p etc.er satisfaction of the Owner or to an installations.Provide other 1 FIRST FLOOR PLAN (PARTIAL PLANS)Owner prior to starting construction,The Contractor will present the buildding sheet Al Im Y CEILING SHEATHING permit&insurance certificates to the C�vnem prior to starting cronstructiom. materials to match existing to be approved by the Owner. z z 18.Duct tightness test results of 5 4cfm/IOOft across the system or 5 3cfm/100ft Gypsum Wallboard 5d Coolers 7" Edge / 10" Field Owner governs all aspects of outside Contractors working on the propertyy. 6. All electrical conduits,wires,and equipment adjacent to or contained within SCALE: 1/4"= 1'-0" existing partitions shall be removed back to the next panel board and shutdown. 9. Patch existing walls gypsum drywall or plaster to match existing of sufficient without aim handler ec io Pa.For rough-in tests,verification may need to occur WALL SHEATHING Al 10.All materials to be furnished and incorporated into the Work shall be new, No circuits,wires or equipment shall remain open or five during construction. thickness to maintain uniform wall thickness.All exposed portions of wall shall during framing inspection. Wood Structural Panels 8d See Table 3.11 unused and of quality standard to the industry of similar nature and charsacter, be finished with three(3)coats of spackling,sanded and left in a paint ready Structural Fiberboard Panels unless otherwise noted.All materials shall be installed using the Manufactturees FRAMING/CARPENTRY NOTES condition. 19.Ducts are pressure tested to determine air leakage with either:Rough-in test, 1/2" 11 ga. gale 3" Edge / 6" Field recommendations and best standards of construction. Total leakage measured with a pressure differential of 0.I in w.g.across the 25/32" 11 ga. galv 3" Edge / 6" Field 1. All carpentry wood Work shall be done in compliance with the Wood Frame 10.Level all existing floors as requited to receive new floor finishes where system including the manufacturer's air handler enclosure if installed at time of WINDOW SCHEDULE 11.All materials,assemblies,&methods of construction are to be supervised byy the test.Postconstruction test,Total leakage measured with a pressure differential of 5d Coolers Construction Manual 2018. applicable.The Contractor shall install pieces approved by the Owner Gypsum Wallboard (1/2" MIN)) 7" Edge / 10" Field WINDOW SIZE ROUGH OFENiNG FINISH Contractor to be sure the are in accordance with the drawings, ecificattions, 0.lin w.g.across the entire system including the manufacturers air handler 8d WINDOW ID LOCATION Y g sP between various floor finishes where applicable. Hardboard (See Table 3.11) WIDTH HEIGHT WIDTH HEIGHT WINTYP£ HEAD HOT MATERIAL INtERIOR(EXTERIOR GLAZING &all relevant codes.Any variations from the drawings&specifications with not enclosure. 8d 2. All lumbershallbeDou Doug-Fit 875 t radestam dminimum. Particleboard Panels (See manufacturer) � T � be permitted unless by written consent from the Architect. g �'' �)g Pe i t" w ELECTRICAL NOTES Diagonal Board Sheathing 101 ENTRY 64� 45' 661 47, FIXED 6-8' FIBREX FIBREX,BRONZE 20.90%of lamps in permanent fixtures or 90%of permanent fixtures have a high " ■ 2- Sd 1 x6 w 1"x8 PER SUPPORT U N 12.Substitutions not permitted,unless by written consent from owner&AtchDitect. 3. All lumber shall be 8'above grade minimum, efficacy lamps.Does not apply to low-voltage lighting. w 3- 8d PER SUPPORT NOTE.WINDOWS SHALL BE TPYE TIBREX'AS MANUFACTURED BY ANDERSEN RENEWAL.COLOR WILL BE BRONZE,BAKED IN FROM FACTORY.GRILLES SHALL BE SIMULATED DIVIDED LIGHTS � 1. All electrical work shall be in accordance with the National Electrical Code,NYS FLOOR SHEATHING " w r-i 13.If the Contractor requires additional details or information not found on tthe Fire Underwriters Code,Residential Code of New York State,all state and local 21.Fuel as lighting systems have no continuous pilot light �_4 r-q drawings or specifications(if applicable),then the Contractor shall requesst this 4. Any lumber in contact with concrete of masonry,or the exterior environment codes,and utility company codes and regulations. g g g PStructural Panels a ���'��4 shall ha be ACQ,pressure treated lumber. �t T information from the Architect in writing prior to the start of constructiomi. s 1" Or Less 8d 6" Edge / 12" Field �l.c w 22.Air handler leakage designated by manufacturer at 5 2%of design air flow. " 1 Od 6" Edge / 6" Field r r Z. Furnish Fire Underwriters Certificate upon completion of work. Greater than i 1 14.DO NOT SCALE THE DRAWINGS.Written dimensions take precedence ovmr 5. All new exterior wood fence and new decking materials shall be water sealed& Diagonal Board Sheathing scaled dimensions. a anti or shall notify the Architect of any discreppancies stained as per manufacturer's recommendations. 23.Programmable thermostats installed for control of primary heating and cooling 1.Sh t 1 g 2- 8d PER SUPPORT � �i 9 3. The Contractor must verify with his licensed electrician if an upgrade of w w 3- 8d PER SUPPORT on drawings prior to starting the Work.If the Contractor is unsure of a spoecific systems and initially set by manufacturer to code specifications. electrical service is required for this project,and notify the Owner. 1"H V 1 dimension,the Contractor shall notify the Architect for ctatification. 6. Sills tobe pressure treated and secu rely flashed with termite shield The sill plate ' Nailing requirements are batsed an wall sheathing Haled 6" on-center at the panel shall be2x6,unless otherwise rioted, 24.Heatpumptbermostatinstalledonheatpump edge. If wall sheathing is noileed 3" on-center at the panel edge to obtain higher shear 15.The Contractor shall verify all dimensions in field,if there are any discrepoancies 4. Per Section R315&the 2020 NYS Fire Code Section 9I5,A carbon monoxide 9 9 P 9 9 0 on the drawings,Contractor shall notify the Architect prior to starting the!Work. alarm shall be provided on each story containing a sleeping area,within 10 feet capacities, nailing requirementts for structural members shall be doubled, or alternate CA 7. All metal connectors shall be'Simpson Strong-fie.No substitutions allowed. 25.Circulating service hot waters systems have automatic or accessible manual o eetors ch s shear I tes shall be used }0 moin tain th 10 d PS0 g of the sleeping area.More than one carbon monoxide alarm shall be provided g Ys t b ^ A en walls eat sing is c n inubus over conned ed mem ers, a ab�iPa eel H P4 16.On site verification of dimensions and conditions to be made before ordeding Metal connectors shall w at all appropriate locations including,but not limited where necessary to assure that no sleeping area on such story is more than 10 controls. number of nails shall be pemnitted to be reduced to 1- l6d nail per foot. to,Roof to wall,wall to wall,wall to foundation,and all other locations as feet away from a carbon monoxide alarm.A carbon monoxide alarm shall be NEW LVL HDR � �.� 0 materials of starting work. Y _ I I � [-q required by code.if a connection is not specified the Contractor shall notify the provided on each story that contains a carbon monoxide source&fuel-burning 26.All mechanical ventilation system fans not part of tested&listed HVAC 17.Before proceeding w/the Work any omissionsidiscrepancies of the Construction Architect prior to ordering. appliance, equipment meet efficacy&air flow limits. r -- - 7 Documents and/or job conditions shall be clarified by the Architect. TABLE 3.11 WALL,SHEATHING&CLADDING WINDOW HD HOT 8. Framing shall be doubled around all openings&joists under parallel walls above 5. Single and multiple station smoke alarms shall be provided in accordance with 27.Hot water boilers supplying heat through 1 or 2 pipe heating systems have ATTACHMENT REQUJIREMENTS FOR WIND LOADS T ELEV.+11'-6'i AFF 18.No deviations or changes to the structural system shall be made unless appproved Section R314 Ill as modified b the NYS Supplement.They shall be provided I I ( � Y PP e9 P outdoor setback control to lower boiler water temp.based on outdoor temp. Ln by the Architect in written consent. 9. All beams,girders,etc.to have minimum bearing of 3.5 in each sleeping room,outside each separate sleeping area,and on each level 130&140 MPH ( I 44 � � with the exception of uninhabitable spaces per the Residential Code of New York 28 Heated water circulation systems have a circulation pump.The system return I Wl Ol ' " 19.The Contractor must fully guarantee all Work and the Work of his State.Smoke alarms and carbon monoxide alarms shall be interconnected so that 700-YR.WIND SPEED 3-SECOND GUST(MPH) STRUCTURAL SHEATHING I I (_T , in Sub-Contractors fora period of one 1 year after substantial completion of the 10,No joist or stud shall be cut more than 113 its depth for any piping work,duct or pipe is a dedicated return pipe or a cold water supply pipe.Gravity& r-1 ( )Yelectrical work the actuation of one alarm activates all of them The alarms shall be clearly thermos-syphon circulation systems are not present.Controls for circulating hot project,unless otherwise noted. audible in all bedrooms, pump water system start the pump signal for hot water demand within the E F WINDOW HD HOT t 11.All stair construction to coin with NYS residential building code.8 14 occupancy.Controls automatically turn off the pump when water is in RA�R ZO.The Contractor shall indemnify and ho.:d harmless the Owner,Architect,ttheir Pty 8 1 " SHEATHING /TRUSS Maximum Nail Spacing for IV ELEV.+6'-8"AFF g employees g maximum riser,9'minimum tread depth,1 114,max nosing,36" h handrail 6. Prior to installing gypsum work the Contractor shall coordinate with the Owner circulation loop is as a set-point temperature&no demand for hot water exists. r SPACING in 8d Common Nails in,O.C. 2s agents and em to ees from and against all claims,damages,loses and a uses. P gg LOCATION O ( ) to determine the location of any item;such as thermostats,telephones,cable, 21.T'he Architect is responsible for design intent only,unless retained by the Owner 12.All gable walls taller than 8'-1'above the finished floor lie cathedral ceilings) intercoms•alarms,etc. 29.Electric heat trace systems comply with IEEE 515.1 or UL 515.Controls INTERIOR ZONE 12-24 6 12 I I( l for supervision of work. shall be framed with 2x6 studs @ 16.O.C.minimum. automatically adjust the energy input to the heat tracing to maintain the desired PERIMETER 12-24 6 12 7. The Contractor shall verify with the owner,location and quantify of Fighting water temperature in the piping. EDGE ZONE I EISTINGHOUSE i CONTRACTOR RESPONSIBILFTIES fixtures,switehes,outlets,etc. 13.fire blacking shalt be provided per section R302.11 both vertically blocked at BOARD SHEATHING TO REMAIN I 30.Water distribution systems that have recirculation pumps that pump water I - I LL=_::�_�__--=, 1. The contractor shall be responsible for all construction means and methods.The intervals not exceeding 8 feet and horizontally blocked at intervals not 8. All switches shall be installed 36,above the finish floor,unless otherwise noted. from a heated water supply pipe back to the heated water source through a cold I contractor,in the proper sequence,shall provide proper shoring and bracnn as exceeding 10 feet.Fire blocking shall be installed also in concealed spaces. RAFTER/TRUSS Minimum number of P� qu P P Pe g 8 water supply pipe have a demand recirculation water system.Pumps have SHEATHING SIZE SPACING(in) 8d Common Nails per support I I necessary during construction to achieve the final completed structure. 9. Power outlets shall be provided in the following locations: controls that manage operation of the pump and limit the temperature of the I I A w A Z 14.Lateral stability in floors&ceilings-depth(d),width(b) a. In every habitable room water entering the cold water piping to 104 F. Ix6 OR Ix8 SHEATHING 12-24 2 tST FLOOR_ W Ln w w w O 2. The Contractor shall be responsible for the scheduling of all activities,&keeping 14.a, d/b 5 2;no lateral support shall be required EIEV.+0'-0" 0 x i Every wall,in every mom,shall have at least(1)one power outlet, tx10 OR LARGER SHEATHING 12-24 3 FIN GRADE O w x I- . d the project on time. 14.b. 2<d/b 5 4;the ends shall be held in position by full depth solid blocking, 31.Drain water heat recovery units tested in accordance with CSA B55.1.Potable cn v f'" O ,.a fx H. Outlets to be spaced @ 12ft o.c.max,starting at Eft from any opening. tit bridging,hangers,nailing,or bolting to other framing members water-side pressure loss of drain water heat recovery units<3 psi for individual E-Nail spacing at panel edges(in.) W a 0 H a F 3. The Contractor shall coordinate construction activities with the Owner to b. In kitchens above countertops F-Nail spacing at intermediate supports in tthe panel field in a X Ow < t4.c. 4<dJb 5 5 the compression edge of the member shall be held in line for units connected to one of two showers.Potable water-side pressure loss of drain sP n8 PPo P ( •) Q �. ri _ minimize interruptions to normal Owner operations. L All outlets to be GFCI,Spaced @ 4ft o.c.maximum water heat recovery units<2 psi for individual units connected to 3+showers. � fx~ Q U. >. x its entire length to prevent lateral displacement,as by adequate sheathing ry P O or subflooring,&ends at point of bearing shall be held in position to fi. Provide(1)one CFCI outlet within Z'-0•of any sink range,&fridge 1 For roof sheathing within 4 feet of the periiriteter edge of the roof,including 4 feet on each side of Q Z >. a Oa � 4. The Contractors shall make timely submissions to the Owner of all inquirifes to prevent rotation and/or lateral displacement. fff.Provide 1 one GFCI outlet on an island the roof peak,the 4 foot perimeter edge zonee attachment requirements shall be used allow reasonable and adequate time for review and for approval of submissions P P O 32.Manufacturer mamiaLs for HVAC&water heating systems shall be provided without delaying the progress of any part of the project. 14A. 5<d/b 5 6;bridging,full depth solid blocking or diagonal cross bracing C. In Bathrooms 2 For wind speeds greater than 130 mph,bldocking is required which transfers shear load to two F Z .< W w additional joists(3 joists total) w Z t"I W shall be installed at intervals not exceeding 8 feet,the compression edge i. Provide 1 one GPCi outlet in ever bathroom,unless otherwise noted. rn _� () Y 33.Heating&cooling equipment is sized per ACCA Mammal based on loads r,: Z F of the member shall be held in line as by adequate sheathing or d. In Garages 5. The Contractor shall be responsible for all site safety requirements to protract g calculated per ACCA Manual J or other methods approved by the code official. A w O ¢ d subflooring,and ends at point of bearing shall be held in position to w w F " Z A workers and all other people on site during all construction phases at all ttimes. i. All outlets to be GFCI,Spaced @ 12ft O.C.maximum,starting at Eft x f" w prevent rotation and/or lateral displacement. x O 14.e. 6<d@ 5 7 both eel es of the member shall be held in line for then entire from any opening 34.HVAC piping conveying fluids above 105°F or chilled fluids below 55OF are 6. All materials shall be installed in accordance wj manufacturers specificattions, g insulated to 2 R-3. w W d C) F O In WoCF- Z length&ends at points of bearing shall be held in position to prevent Z A w -4 Z Z 10.Electrical receptacle outlets shall be installed in accordance w/Section E3901.9 O Z E, Q A Q 7. No materials shall be used for construction until it has been inspected& rotation and/or lateral displacement. A ..I Z w accepted by the Owner,unless otherwise agreed upon.All materials rejecded 35.Protection of insulation on HVAC piping. :5 0 a � -3 a shall be immediately removed from the site¬ offered for inspection aggain. 11.All receptacle outlets installed in the detached garage shall have ground-fault 0 Z F. Q Q P WINDOWS&DOORS NOTES circuit-interrupter protections,in accordance with Section E3902.2 O vi w Q Pt P 36.Hot water pipes are insulated to Z R-3. > U F Z N Z 8. All Work shall be executed using best construction practices and all workcers TYP C20 d d w z 4 2 shall be skilled in their trade. 1. All windows and exterior doors shall be as maim factured by'Andersen Renewal', 12.Provide ground-fault&arc-fault circuit-interrupter protections in accordance N - x in STRAPPING WINDOW(SEE PLANS FOR SIZE AND LOCATION) N with Section£3902 F i � 4 a U 9. Items shown on plans but not specifically stated in the specifications andleor vice 2. All windows&doors shall be installed in accordance w/manufacturer specs MINIMALLY EXPANDING Z W A Iw,,, x versa shall be considered to be included in the contract(if applicable) 11.At least one wall-switch-controlled fighting outlet to be installed to provide POLYURETHANE FOAM OR A ¢ m 3. All headers shall be(2)-2xl2 minimum,unless otherwise noted. illumination on the exterior side of each outdoor egress door having grade level APPROVED CAULK 10.The Contractor shall be responsible for Shop Drawings when applicable.)All access,in accordance with Section E39032. (AROUND WINDOW RSO) conditions and dimensions are to be field verified by the Contractor. 4. The Contractor shall seal and/or rime all doors immediate upon installation. TYP 2-Zx 12 HEADER P 1➢ Po WRAP TYVEK INTO OPENING&TAPE TO WALL CONSTRUCTION PER ]1.The Contractor shall be responsible for removal of all construction debris from 10.At least one wall-switch-controlled lighting outlet shall be installed in every site&shall provide dun ers etc.as to d The project site shall bee kept 5. All glazing and skylights shall be in accordance with the NYS Residential habitable room,bathrooms,hallways,stairways,attached garages,and detached SILL(ESP.CORNERS)USING TYVEK PLANS project P p 1 g ggarages with electric power. FLEXWRAP NAM SIDING PER MANUFACTURER reasonably orderly on a daily basis.At the completion of the Work,the Building Code for impact resistance. CAULKING TITLE SHEET Contractor shall remove all waste materials,tools,rubbish,etc.,from the suite& SPECIFICATIONS leave the floors broom clean.The final cleanup shall be to owner satisfactiion. 6. All glazing in hazardous locations according to section R308.4,shall be i I.Al[appliances shall have separate circuits,amperages shall be based on A23 W/3-Sd EA. I SIDING AS SELECTED BY OWNER SIDING AS SELECTED BY OWNER GENERAL NOTES insulated tempered glass. manufacturers recommendations and specifications. END WINDOW SILL SITE NOTES WALL CONSTRUCTION PER 7. All windows to be double glazed with Low-e glazing,U•.31 maximum,& MECHANICAL/HVAC NOTES TYVEIC>BUILDINGWllAP 1. Contractor shall visit the site to verify existing conditions&make all apprcopriate PLANS , inquires to determine conditions&field construction criteria prior to submission SHGC•.40 maximum,Design pressure.50,All exterior doors to heated spaces Shall be insulated and weather-stripping installed per the Energy Conservation 1. If applicable,all mechanical/HVAC work shall be in accordance with all state LAP&TAPE T YVEK AT JOINTS(UPPER SHEET OVER LAP 6"'&TAPE TYVEK of bids,&shall make no additional claims regarding site conditions thereaifter. Construction Code of New York State. and Deal codes.The HVAC system short be designed by others;the Contractor LOWER SHEET) OVER'VINYL DRIP EDGE Project#: --- Contractor&Owner's agreement to enter into the work shall suffice as theeir shall coordinate with the Owner. USING TYVEK FLEXWRAP acceptance to the terms specified herein,&shall be incorporated into any,&all NAIL SIDING PER MANUFACTURER Drawing Scale: AS NOTED agreements between the Owner&Contractor. 8. Provide at least one window in each bedroom for emergency exit(egress)in n SECURE TAPID DINTBy: conformance with Residential Code of New York State.Windows shall have WIND-BORNE DEBRIS ZONES 2',CDX1CATI0 O w/VINYL J-TRIM Drawn int q/K 2. Any existing concealed conditions are based upon information taken front minimum openings of 24'vertical,20'horizontal,with a minimum cleat �"CDX PLYWOOD O limited field investigations.The Contractor shall make required adjustments to opening of 5 sq ft for 1st floor and 5.7 sq ft for 2nd floor.Habitable spaces shall I. All construction within(1)mile of water as deflned by authorities having TYVEK`BUILDING WRAP INSTALL TYVEK FLEXWRAP Date Printed: 12/7/2025 have a minimum of 8%of floor area for glazing and minimum of 4%of foot OVER]MOUNTING FLANGE. LAP system components as required by actual field conditions at no additional cost to g g jurisdiction shall comply to Wind-borne Debris Zone criteria,including 130 TYVEK&TAPE JOINTS Owner or Architect.Report any discrepancies between the drawings and atetual area for ventilation.Provide egress hardware for casements where applicable. mph wind gust.Windows shall he protected using impact-resistant glazing able \_ field conditions to the Architect before construction begins. to withstand Large Missile Impact Criteria. In lieu of this,openings can be MINIMALLY EXPANDING SHEET 9. R3lZ2 Windowfall protection.Any window sill that is<24"high shall be required to install protected,to a maximum of 4'x 8'with 5/8"CDX plywood panels cut,located POLYLJRSFHANE FOAM OR 3. The Owner shall be responsible for any irregularities discovered during thie Window opening control devices(WOCD)installed perR31ZZ.Z&complywithASfM F20W. and stored on site with approved hardware available. IAPPROVED CAULK construction phase of the project,which may require additional measures;to be The WOOD after operation to release the control device allowing the window to fully open,shall taken on the art of the Contractor,sub-Contractors,of the Architect.An and not reduce the netclear opening are of thewindow unit to lessthan the arearequired by FASTEN TYVEK WIND(AROUIND WINDOW RSO) P Yy RES-CHECK ENERGY NOTES ���P section R3102.1. Al � al(costs related to the additional work shall be the sole responsibility of thde CORNER USING WINZE AN (SEE PLANS Owner,unless otherwise agreed upon. MECHANICAL FOR SIZE AND LOCATION) 10,Flashing pans to be installed under all exterior doors&windows.Exterior doors I. All new construction shall comply with IECC 2015. FASTENER 4. All items that obstruct the new construction such as utilities,existing strucetures, are to be fully weather-stripped.Provide all screens&hardware as required. SIDING etc.shall be removed and/or replaced with approval from the Owner. 2. Install air barriers&thermal barriers per manufacturer's installation FOUNDAITION WALL T 11.All new moldings,casings,window frames,etc.shall match existing,unless instructions. (� 4 HEAD DETAIL 5. The Contractor shall verifythe location of all existing utilities,piping and i related otherwise noted. IFLINSTALL TYVEK * * * " ``,��lttttltlrMeerr'frr' WRAP items prior to the commencement of work.All costs incurred shall be the 3. All fenestration to be listed and labeled to meet AAMA. AROUND P EERIXtVgTER x* * x`* O A 1 SCALE: 1 1/2"= 1�-O" ,�,,a`cj'(ER..;�..I?', % responsibility of the Contractor,unless otherwise agreed upon by the Ownner. * * ** ,.' �c "� � ' 1 12.All windows and doors shall be caulked and sealed per the Energy Conservation OF OPENING * #X,*x X c Q�.•�:1 . _.0 6. The Contractor shall be responsible for the protection of all existing builduings& Construction Code of New York State requirements. 4. All recessed lighting fixtures shall be IC rated,labeled,and sealed at WALL HEADING STRAPPING @ ISST FL * ** 4T' M ;" Cn' housing/interior finish, **x x* * -*_'w ?� --i other installations that extinguishers remain intact while performing ns ruction. work, g STRAPPING CONNECTORS VINYL SIDING * , , Provide&maintain fire extinguishers on project site during construction. 13.All lass installed shall to be free of scratches&imperfections,&manufacturer * � >.,� x v i� shall include of a minimum 5 year guarantee on all windows&doors. 5. Automatic or gravity dampers shall be installed on all outdoor air intakes& 7. The stakeout of the project footprint to establish all fines&benchmarks is tto be exhausts. 8� H O LD D!0�►TN S (TYP) 3 WINDOW S ILL DETAIL 1,• Y� ' .• performed by a licensed surveyor.All information given on the drawings shall '11-1 Q3 '` 4 be verified.if there are any discrepancies,notify the Architect prior to G. Blower test door 50 a less than 3 itch.Record when testing was conducted SCALE: 3/4"= 1'-0" ''' �F• . ? � @ P g Al p,l SCALE: 1 1/2"= 1'-0" 'f>>•,r � •;�,' proceeding for clarification. (after tough-in and installation of penetrations)leakage rate,and test ©2025 Architectural KAHNCEPTIONS, PLLC I