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Home My WebLink About20260063 189 S Broadway CCM Saratoga LLC Exterior Modification ApplicationRevised $33/,&$7,21)25 $5&+,7(&785$/+,6725,&5(9,(: APPLICANT(S)*OWNER(S)(If not applicant) ATTORNEY/AGENT Name Address Phone / / / Email Identify primary contact person: Applicant Owner Attorney/Agent * An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question. Applicant’s interest in premises:Owner Lessee Under option to lease or purchase PROPERTY INFORMATION Property Address/Location: Tax Parcel #: . - - (for example: 165.52 – 4 – 37 ) Current Zoning District: Property use: Residential Non-residential/mixed-use Type of Review: Architectural Historic Extension/modification (of current approval) Summary description of proposed action: Has a previous application been filed with the DRC for this property? No Yes – date(s)? _____________________ -App. No.(s)? _________________ 'DWH$FTXLUHGE\2ZQHUBBBBBBBBBBBBBBBBB **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** CITY OF SARATOGA SPRINGS ''(6,*115(9,(::&200,66,21 &,7< +$// %52$':$< 6$5$72*$635,1*61(:<25. 7(/; ZZZVDUDWRJDVSULQJVRUJ [FOR OFFICE USE] _____________BB $SSOLFDWLRQ _________BB_ 'DWH UHFHLYHG @@@@@@@@@@@@@@@@@@@@@@@@@@ 3URMHFW7LWOH 6WDII5HYLHZBBBBBBBBBBBBBBB 20 Center Street, Suite 1 Albany, NY 12204 STRATEGIES LLC, PERFORMING ASSETS (Chloe Ethier) 10 East Harrison Street Saratoga Springs, NY 12866 CCM Saratoga, LLC Brien Ragone, RLA 900 Route 146 Clifton Park, NY 12065 paulb@bonbroscont.com chloe.ethier@gmail.com bragone@edpllp.com 189 South Broadway 165 83 1 20 & 21 Neighborhood Center (T-5) ■ The project consists of limited architectural and visual exterior enhancements to the existing Springs Motel, along with interior finish upgrades. Exterior work includes decorative gable additions, selective siding upgrades, repainting and sealing of existing building elements, and visual enhancements such as a small private patio and a civic/park space with focal display, benches, and landscaping at the Lincoln Avenue and Broadway corner. No changes are proposed to building footprint, use, parking layout, or site circulation. 518-238-2115 518-430-7726 518-371-7621 01/12/16 **A “complete” application consists of Kard copZRULJLQDO, and 1 electronic copy of application & ALL other materials as required below: New Construction / Additions Color photographs showing site/exterior details of existing structures and adjacent properties Site plan, drawn to scale, showing existing & proposed construction, property lines & dimensions, required & proposed setbacks & lot coverage, site features (fences, walks, trees, etc.); on no larger than 2’x3’ sheet – smaller preferred if legible Elevation drawings showing design of all sides of existing & proposed construction – label dimensions, colors, materials, lighting (fixture & lamp type, wattage), etc. - include compass bearing & scale; no larger than 2’x3’ sheet – smaller permitted if legible Floor plans for proposed structure; on sheet no larger than 2’x3’ – smaller permitted if legible Product literature, specifications and samples of proposed materials and colors Change in exterior building materials (windows, doors, roof, siding, etc.), or color (in non-residential districts only) Color photographs showing site/exterior details of existing structures and that illustrate affected features Elevation drawings showing all sides of existing & proposed construction – label dimensions, colors, materials, lighting (fixture & lamp type, wattage), etc. - include compass bearing & scale; no larger than 2’x3’ sheet – smaller permitted if legible Product literature, specifications and samples of proposed materials and colors Within front yard setbacks in Historic Districts only (Front setbacks: UR-1 & INST-HTR=30’; UR-4=25’; UR-2, UR-3 & NCUD-1=10’) - Installation, removal or change in material of drive- and walkways - Installation or removal of architectural, sculptural or vegetative screening over 3’ in height - Installation of accessory utility structures or radio/satellite transmission/reception devices (more than 2’ diameter) For any of above: Color photographs showing site/exterior details of existing structures, and of adjacent properties Site plan showing existing & proposed construction: include property lines & dimensions, required & proposed setbacks & lot coverage, site features (fences, walks, trees, etc.) street names, compass bearing & scale; no larger than 2’x3’ sheet – smaller preferred if legible Product literature, specifications and samples of proposed materials and colors Signage / Awnings Color photographs showing site/exterior details of existing structures, and adjacent properties Plan showing location of proposed sign/awning structure on building/premises: no larger than 11”x17” Scaled illustration of proposed sign/awning structure and lettering (front view & profile): include all dimensions of structure; type, dimensions and style of lettering or logo; description of colors, materials, mounting method and hardware Descriptions, specifications of proposed lighting including fixture & lamp type, wattage, mounting method, and location Product literature, specifications and samples of proposed materials and colors Demolition Color photographs showing site/exterior details of existing structures, and of adjacent properties Site plan showing existing and any proposed structures - include dimensions, setbacks, street names, compass bearing, and scale Written description of reasons for demolition and, in addition: For structures of “architectural/historical significance”, demonstrate “good cause” why structure cannot be preserved For structures in an architectural district that might be eligible for listing on National Register of Historic Places, or for a “contributing” structure in a National Register district (contact City staff), provide plans for site development following demolition - include a timetable and letter of credit for project completion Telecommunication facilities Color photographs showing site/existing structures, and of adjacent properties Site plan showing existing and proposed structures: include dimensions, setbacks, street names, compass bearing, and scale Scaled illustration of proposed structures: include all dimensions; colors, materials, lighting, mounting details Consult Article 240-12.22 of the City’s Zoning Ordinance and City staff to ensure compliance with requirements for visual impact assessment and existing and proposed vegetative screening Revised 0 Revised INSTRUCTIONS AARCHITECTURALL / HISTORICC REVIEWW APPLICATION 1. ELIGIBILITY:An applicant to the Design Review Commission for Architectural Review or Historic Review must be the property owner(s) or lessee, or have an option to lease or purchase the property in question. 2. COMPLETE SUBMISSIONS: Applicants are encouraged to work with City staff to ensure that an application is complete. The DRC will RQO\ consider properly completed applications that contain original and 1 digital version of thFBQQlication and ALL other required materials as iQGLFDWHGRQWKHDSSOLFDWLRQ +$1':5,77(11$33/,&$7,2166:,///1277%(($&&(37(' 3. ACTIONS REQUIRING REVIEW: Architectural Review District Historic Review District x any exterior changes that require a building permit x any change in exterior building materials x a new, or change to an existing, sign or sign structure x demolition of a structure Within a non-residential zoning district: x a change in exterior building color x installation of an awning x Installation or exterior change to a structure requiring a building or demolition permit x any material change to exterior of a structure including: - addition or removal of exterior architectural features - installation, removal or material changes to exterior building elements such as roof, siding, windows, doors, porches, etc. - enclosure or screening or buildings openings such as windows, doors, porches, etc. - installation of utility, mechanical or misc. accessory structures to the exterior of a building such as HVAC equipment, solar panels, wind turbines, radio/satellite transmission/reception devices, etc. Within a front yard setback: - installation, removal or material changes to drive- or walkways - installation or removal of architectural, sculptural or vegetative screening that exceeds 3’ in height - installation of accessory utility structures or radio/satellite transmission/reception devices over 2’ in diameter x a change in exterior building color within a non- residential zoning district x a new, or change to an existing, sign or awning x installation of telecommunications facilities Note – Ordinary maintenance or repair that does not involve a change in material, design or outer appearance is exempt from Historic or Architectural Review. CITYY OFF SARATOGAA SPRINGS DE S I G NN RE V I E WW CO M M I S S I O N City Hall - 474 Broadway Saratoga Springs, New York 12866 Tel: 518-587-3550 x www.saratoga-springs.org 4. DESIGN GUIDELINES: The Design Review Commission will evaluate whether the proposed action (construction, alteration or demolition) is compatible with existing structures and surrounding properties using the following criteria: x Height – consistent with historic form and context of site and surrounding properties x Scale – relationship of structure and its architectural elements to human size, form, perception x Proportion – relationship among building elements including front façade, windows, and doors x Rhythm – pattern resulting from repeating building elements such as door/window openings, columns, arches, and other façade elements x Directional Expression – compatibility with horizontal & vertical expression of surrounding structures x Massing & Open Space – relationship of structure to open space between it and adjoining buildings x Setback – compatibility with surrounding structures x Compatibility of the following with surrounding structures/properties: -Major building elements (storefronts, doors, windows, roof) -Building materials -Color – (in non-residential zoning districts only) 5. DECISIONS: The Design Review Commission may approve, approve with conditions, or disapprove an application. The DRC may impose appropriate conditions and safeguards in connection with its approval including nature/quality of materials, manner of construction, and design. An applicant may appeal a denied DRC application on the grounds of hardship. Application approvals shall expire within 18 months of UIF GJMJOH EBUF unless the project has sufficiently commenced (i.e. building/demolition permits obtained and construction/alteration begun). Applicants may request up to 2 extensions if requested before expiration date of prior approval. 6.$*(1'$'$7(: Check City’s website (www.saratoga-springs.org) for NFFUJOHEBUFT"QQMJDBUJPOTBSF QMBDFEPOBOBHFOEBPOGJSTUDPNF GJSTUTFSWFECBTJTBTEFUFSNJOFECZUIFDPNQMFUFOFTTPGUIFBQQMJDBUJPO 7. APPLICATION FEE /0/3&'6/%"#-& Make checks payable to the "Commissioner of Finance” 3&'&3505)&$633&/5'&&803,4)&&5*/$-6%&%*/5)*4%0$6.&/5 ADDITIONAL INFORMATION: More detailed information on Architectural Review, Historic Review and the Design Review Commission responsibilities may be found in the City’s Zoning Ordinance available in City Hall and on the City’s web site at http://www.saratoga-springs.org/544/Zoning-Ordinance. Revised City of Saratoga Springs OFFICE OF PLANNING AND ECONOMIC DEVELOPMENT FEES - 2026 Application to City Council FEE Comprehensive Plan Amendment Zoning Ordinance Amendment Planned Unit Development (PUD) Amendment $1,800 + $300/acre $800 + $300/acre $800 + $300/acre Application to Zoning Board of Appeals FEE Use Variance $1,400 + $75/app Area Variance - Residential (1 & 2 Family) $350/1st var + $75/app + $150/ea add variance Area Variance - 3+ Family and Commercial $1,000/1st var + $75/app + $200/ea add variance Interpretations $650 + $75/app Post Work Application Fee Application Fee x2 + $75/app Variance Extensions 50% of Application Fee + $75/app Application to Design Review Board FEE Demolition Residential Structures - 1 or 2 Family Principal or Accessory Structure Materials Change - roof, windows, siding $500 $75 Façade Change - removal/addition of windows, doors, $150 Addition or new construction $300 Approval Extension 50% of application fee 3+/Multi-Family, Comm, Mixed-Use Principal or Accessory Structure Materials Change - roof, windows, siding, paint color $150 Façade Change - removal/addition of windows, doors, $150 Addition or new construction $650 Approval Extension 50% of application fee Post Work Application Fee Application Fee x2 Application to Planning Board Special Use Permit $1,200 + $75/app Temporary Use Permit $500 Special Use Permit - Extension $400 Special Use Permit - Modification $550 + $75/app Site Plan Review - incl. PUD Sketch Plan $400 per sketch Site Plan Full Residential $400 + $250/unit Non-Residential / Mixed-use $800 + $150/1,000 sf (Non-Res) + 250 unit (Res) Administrative SPR Residential $400 Non-Residential / Mixed-use $800 Extension Residential $250 Non-Residential / Mixed-use $350 Subdivision - incl. PUD Sketch Plan $400 per sketch Preliminary Approval Residential: 1-5 Lots $700 + $75/app Residential: 6-10 Lots $1,100 + $75/app Residential: 11-20 Lots $1,450 + $75/app Residential: 21+ Lots $1,800 + $75/app Residential - Extension $350 Final Approval Residential $1,550 + $200/lot + $75/app Non-Residential $2,400/lot + $75/app Final Approval Modification Residential $400 + $75/app Non-Residential $800 + $75/app Final Approval Extension Residential $250 Non-Residential $350 * Subdivisions and Site Plans are subject to Engineering Review- See DPW Fees Demolition $500 Residential Structures – 1 or 2 Family Principal or Accessory Structure Materials Change - roof, windows, siding $75 Façade Change - removal/addition of windows, doors, porch $150 Addition or new construction $300 Approval Extension 50% of Application Fee 3+/Multi-Family, Comm, Mixed-Use Principal or Accessory Structure Equipment Install or Materials Change - roof, windows, siding, paint color $150 Signs, awnings $150 Façade Change - removal/addition of windows, doors, porch $300 Addition or new construction $650 Approval Extension or Modification 50% of Application Fee Post Work Application Fee Application x2 Other Lot Line Adjustment/Subdivision Administrative Action $400 Letter of Credit – Modification Extension $400 Letter of Credit - Collection up to 1% of LoC Recreation Fee $2,000/lot or unit Land Disturbance Activity Permit $750 + $35/acre Watercourse/Wetland Permit $750 Watercourse/Wetland Permit Extension $350 SEQRA EIS Review (Draft & Final) TBD Sidewalk Fee Lieu See DPW Fees Tree Removal Avg. nursery cost in caliper of new species equivalent to diameter at breat height (DBH of tree(s) Removed diameter at breat height (DBH of tree(s) Removed Project Narrative ARCHITECTURAL ENHANCEMENTS AND VISUAL EXTERIOR ENHANCEMENTS FOR SPRINGS MOTEL 189 South Broadway City of Saratoga Springs Saratoga County, New York APPLICANT: CCM Saratoga, LLC January, 2026 Prepared By: The Environmental Design Partnership, LLP 900 Route 146 Clifton Park, NY 12065 2 900 Route 146, Clifton Park, New York 12065 phone (518) 371-7621 e-mail: info@edpllp.com 1.0 Project Description The proposed work at 189 South Broadway, known as the Springs Motel, consists of limited exterior maintenance and architectural enhancements, along with interior finish upgrades to the existing motel buildings. The project does not include any increase in building footprint, change in use, modification to site circulation, or changes to the existing parking layout or parking count. 2.0 Exterior Scope of Work Exterior improvements are limited in nature and are intended to enhance the architectural character of the existing buildings while maintaining their current form and scale. Proposed work includes the addition of three (3) decorative gables on the main motel building and one (1) decorative gable on the secondary building. These gables are decorative architectural elements only and do not create habitable space or increase the building footprint. Overall building height remains unchanged, except for the addition of the gable features. New siding will be installed only within the gable areas and will be compatible with the existing siding in material, profile, and color, utilizing LP SmartSide or a similar product, as shown on the architectural elevations. Existing exterior siding outside of the gable areas will be repainted and sealed as part of routine exterior maintenance. Additional exterior improvements include repainting existing doors, railings, and trim to provide a cohesive and refreshed appearance. The project also includes sealing and restriping of the existing parking lot. No changes are proposed to the existing parking layout, number of parking spaces, or site circulation. Associated visual exterior enhancements include a small private patio area accessory to the existing buildings, intended for passive guest use, as well as the enhancement of a civic/park space located at the corner of Lincoln Avenue and Broadway. This corner area serves as a visual focal point for the property and includes a focal display element, benches, and landscaping designed to enhance the streetscape and pedestrian experience. These features are visual and architectural in nature and do not alter site circulation, parking, or overall site function. 3.0 Interior Scope of Work Interior renovations are limited to finish upgrades within the existing building layout. No interior walls are being added or relocated. Interior improvements include upgraded interior trim, replacement of tile flooring, installation of new tile shower walls and shower floors, installation of new vanities, replacement of existing plumbing fixtures, and updates to electrical fixtures, outlets, and switches. 3 900 Route 146, Clifton Park, New York 12065 phone (518) 371-7621 e-mail: info@edpllp.com 4.0 Summary Overall, the proposed project represents limited architectural and visual enhancements and routine maintenance that improve the appearance and functionality of the Springs Motel while maintaining the existing footprint, use, parking, and circulation. Page 1 of 3 Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Name of Action or Project: Project Location (describe, and attach a location map): Brief Description of Proposed Action: Name of Applicant or Sponsor:Telephone: E-Mail: Address: City/PO: State: Zip Code: 1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. NO YES 2. Does the proposed action require a permit, approval or funding from any other government Agency? If Yes, list agency(s) name and permit or approval: NO YES 3. a. Total acreage of the site of the proposed action? __________ acres b. Total acreage to be physically disturbed? __________ acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? __________ acres Check all land uses that occur on,DUHadjoining RU near the proposed actioQ Rural (non-agriculture),ndustrial Commercial Residential (suburban) $TXDWLF 2WKHU6SHFLI\Agriculture Ƒ 8UEDQ Ƒ )RUHVW SEAF 2019 3DUNODQG Site Improvements for the Springs Motel 189 South Broadway Saratoga Springs, NY 12866 CCM Saratoga, LLC (Jeremy Krug) 518-238-2115 paulb@bonbroscont.com 20 Center Street, Suite 1 Albany NY 12204 ✔ Saratoga Springs Design Review Board- Architectural ✔ 1.03± .01± 1.17± ✔✔✔ ✔McDonald Alley Page 2 of 3 5. Is the proposed action, a. A permitted use under the zoning regulations? b. Consistent with the adopted comprehensive plan? NO YES N/A 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape?NO YES 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: ________________________________________________________________________________ NO YES a. Will the proposed action result in a substantial increase in traffic above present levels? EAre public transportation services available at or near the site of the proposed action? FAre any pedestrian accommodations or bicycle routes available on or near WKHsite of the proposed action? NO YES 9. Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 10. Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable ZDWHU: _________________________________________ _____________________________________________________________________________________________ NO YES 11. Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: ______________________________________ _____________________________________________________________________________________________ NO YES DUFKDHRORJLFDOVLWHVRQWKH1<6WDWH+LVWRULF3UHVHUYDWLRQ2IILFH6+32DUFKDHRORJLFDOVLWHLQYHQWRU\" NO YES D. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? EWould the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES D'RHVWKHSURMHFWVLWHFRQWDLQRULVLWVXEVWDQWLDOO\FRQWLJXRXVWRDEXLOGLQJDUFKDHRORJLFDOVLWHRUGLVWULFW ZKLFKLVOLVWHGRQWKH1DWLRQDORU6WDWH5HJLVWHURI+LVWRULF3ODFHVRUWKDWKDVEHHQGHWHUPLQHGE\WKH &RPPLVVLRQHURIWKH1<62IILFHRI3DUNV5HFUHDWLRQDQG+LVWRULF3UHVHUYDWLRQWREHHOLJLEOHIRUOLVWLQJRQWKH 6WDWH5HJLVWHURI+LVWRULF3ODFHV" E ,VWKHSURMHFWVLWHRUDQ\SRUWLRQRILWORFDWHGLQRUDGMDFHQWWRDQDUHDGHVLJQDWHGDVVHQVLWLYHIRU ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔Meets it. ✔ ✔ ✔ ✔ ✔ ✔ Page 3 of 3 Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: ƑShoreline ƑForest Agricultural/grasslands Early mid-successional Wetland ƑUrban Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered? NO YES 16. Is the project site located in the \HDUIlood plan?NO YES 17. Will the proposed action create storm water discharge, either from point or non-point sources? If Yes, a. Will storm water discharges flow to adjacent properties? b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? If Yes, briefly describe: _____________________________________________________________________________________________ _____________________________________________________________________________________________ NO YES 18. Does the proposed action include construction or other activities that ZRXOGresult in the impoundment of water or other liquids (e.g. retention pond, waste lagoon, dam)? If Yes, explain WKHpurpose and sizeRIWKHLPSRXQGPHQWBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB ____________________________________________________________________________________________ _ NO YES 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES 20.Has the site of the proposed action or an adjoining property been WKHsubject of remediation (ongoingRU completed)for hazardous waste? If Yes, describe: _______________________________________________________________________________ _____________________________________________________________________________________________ NO YES I &(57,)< THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Date: _____________________Applicant/sponsorname:BBBBBBBBBBBBBBBBBBBBB______________________BBBBBBBBB__________________________ Signature: _____________________________________________________7LWOHBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB ✔✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Proposed patios shown on plan will be directed to pervious lawn areas on-site. D. Brien Ragone January 13, 2026 Landscape Architect (LA #002135) PRINT FORM Frosted Elfin, Karner Blue EEAF Mapper Summary Report Monday, January 12, 2026 9:22 AM Disclaimer:The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form (EAF). Not all questions asked in the EAF are answered by the EAF Mapper. Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC, you may also need to contact local or other data sources to confirm data provided by the Mapper or to obtain data not provided by the Mapper. Part 1 / Question 7 [Critical Environmental Area] No Part 1 / Question 12a [National or State Register of Historic Places or State Eligible Sites] No Part 1 / Question 12b [Archeological Sites] Yes Part 1 / Question 13a [Wetlands or Other Regulated Waterbodies] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 / Question 15 [Threatened or Endangered Animal] Yes Part 1 / Question 15 [Threatened or Endangered Animal - Name] Frosted Elfin, Karner Blue Part 1 / Question 16 [100 Year Flood Plain] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. Part 1 / Question 20 [Remediation Site] Yes 1Short Environmental Assessment Form - EAF Mapper Summary Report 18 U N I T M O T E L BU I L D I N G 12 UNIT MOTEL BUILDING 90 0 R o u t e 1 4 6 C l i f t o n P a r k , N e w Y o r k 1 2 0 6 5 ed p l l p . c o m (5 1 8 ) 3 7 1 - 7 6 2 1 EN V I R O N M E N T A L D E S I G N PA R T N E R S H I P , L L P . 18 9 S O U T H B R O A D W A Y AR C H I T E C T U R A L E N H A N C E M E N T S A N D V I S U A L E X T E R I O R EN H A N C E M E N T S F O R SP R I N G S M O T E L AP P L I C A N T : C C M S A R A T O G A L L C CI T Y O F S A R A T O G A S P R I N G S SA R A T O G A C O U N T Y , N E W Y O R K TA X M A P I D 1 6 5 . 8 3 - 1 - 2 0 & 2 1 JA N U A R Y 1 3 , 2 0 2 6 C: \ W O R K F I L E S \ E n v i r o n m e n t a l D e s i g n P a r t n e r s h i p \ S h a r e P o i n t S i t e - D o c u m e n t s \ 0 A - Z \ S A R A T O G A \ S A R A T O G A S P R I N G S \ B r o a d w a y \ 1 8 9 S _ B r o a d w a y - B o n a c q u i s t i \ 0 5 - d w g \ C o n c e p t \ S p l n 1 8 9 S B r o a d w a y 2 . d w g J a n 1 3 , 2 0 2 6 0 8 : 1 6 : 5 9 A M 1 of 1 1"=20' CONCEPTUAL SITE PLAN SITE LOCATION MAP COVER SHEET SHEET: SCALE: DRAW IN GS PRO VIDED BY: DES CRIPTION DATE: BY DATE NO . PROJECT DESCRIPTIO N: SHEET TITLE: 189 S. BROADWAY SARATOGA SPRINGS, NY A-1 TISENCHEK NA 1/7/26 ENGINEERS APPROVAL: DRAWINGS PLOTT ED ON 11X17 ARE 1/2 SCALE FROM WHAT IS NOT ED Designer/Engineer: IBL ENGINEERING 5 Lori Lane, Clifton Park, NY 12065 518-878-2110 IBLENGINEERING101@gmail.com NOTE: Deviations from drawings which are not material and do not affect the structure or signifigantly modify the plan are not considered a breach of contract and do not affect fufullemnt of the contract. MINOR INTERIOR RENOVATIONS AND NEW ROOF LINE - MOTEL BUILDING 189 SOUTH BROADWAY SARATOGA SPRINGS, NY PROJECT SCOPE: RENOVATIONS OF BOTH EXISTING TWO STORY MOTEL BUILDINGS. WORKSCOPE INCLUDES COSMET IC ROOF FRAMING FOR NEW ROOF GABLES, MINOR EXT ERIOR UPDATES AND MINOR INTERIOR ROOM UPDAT ES. IBL ENGINEE RING 5 LORI LANE CLIFTON PARK, NY 12065 518-878-2110 IBLENGINE ERING101@G MAIL.COM CONTRACTOR KRUG CONTRACTING JEREMY KRUG 518-376-1951 NOTE S SHEET: SCALE: DRAW IN GS PRO VIDED BY: DES CRIPTION DATE: BY DATE NO . PROJECT DESCRIPTIO N: SHEET TITLE: 189 S. BROADWAY SARATOGA SPRINGS, NY A-2 TISENCHEK 3/8"=1' ENGINEERS APPROVAL: DRAWINGS PLOTT ED ON 11X17 ARE 1/2 SCALE FROM WHAT IS NOT ED IBL ENGINEE RING 5 LORI LANE CLIFTON PARK, NY 12065 518-878-2110 IBLENGINE ERING101@G MAIL.COM ELECTRICAL NOTES 1.ALL ELECTRICAL WORK TO BE PERFORMED AND INSTALLED NEATLY WITH HIGH WORKMANSHIP AND IN ACCORDANCE WITH TRADE PRACTICES AND LOCAL AND BUILDING CODE REQUIREMENTS 2.ELECTRICAL TO MEET 2020 NYS ELECTRICAL CODE 3.ELECTRICIAN TO LOCATE LIGHTING, SWITCHES AND RECEPTACLES IN FIELD 4.WALL RECEPTACLES TO BE SPACED MAXIMUM AT 12' SPACING SUCH THAT NO POINT IN ROOM IS MORE THAN 6' FROM RECEPTACLE 5.KITCHEN AND BATH COUTNERTOP RECEPTACLES TO BE GFI PROTECTED AS REQUIRED BY CODE 6.MINIMUM LIGHTING REQUIREMENTS: PROVIDE A CEILING LIGHT FIXTURE OF TWO 60W BULBS FOR EVERY 8'x8' OF FLOOR AREA 7.PROVIDE THREE WAY SWITCHES AT ENTRY IN ROOMS W/MULTIPLE ENTRY POINTS 8.PROVIDE OUTDOOR LIGHT FIXTURE W/ INSIDE SWITCH AT EACH EXTERIOR ENTRY POINT 9.CO AND SMOKE DETECTORS TO BE HARD WIRED WITH BATTERY BACKUP 10. MINIMUM 12 GAGE WIRE TO BE USED U.O.N GENERAL NOTES 1.ALL FRAMING LUMBER SHALL BE NO 2. STRUCTURAL GRADE OR BETTER U.O.N. 2.ALL NEW EXT. WALLS 2X6 16" O.C. U.O.N 3.ALL NEW INT. WALLS 2X4 16' O.C U.O.N 4.PROVIDE SOLID BLOCKING AT ALL LOAD BEARING POINTS 5.PROVIDE BEAM POCKETS PER SPECS SHEET WHERE REQUIRED 6.ALL ANGLES TO BE 12/12 U.N.O 7.HEADERS SHALL BE (2) 2X10 U.O.N. 8.DBL. JACK STUDS AT ALL LOAD BEARING LINTELS OVER 4'-0" LONG 9.ALL DOORS TO BE LOCATED MIN. 4'-1/2" FROM ADJ. WALL OR CENTERED IN THE SPACE U.N.O. 10.ALL WORK MUST COMPLY WITH BUILDING CODE REQUIREMENTS AND PERFORMED IN A SAFE MANNER NOT ES REPAIR AND RENOVATION NOTES 1)ALL MASONRY PIERS, FOOTINGS, WALLS AND STEPS SHALL BE REPAIRED TO LIKE NEW CONDITION 2)CHECK AND REPAIR ALL FRAMING ELEMENTS INCLUDING WALL STUDS, FLOOR JOISTS, HEADERS, POSTS, CEILING AND ROOF JOISTS, REPAIR OR REPLACE ANY ROTTED OR DAMAGED ELEMENTS TO LIKE-NEW CONDITION 3)REPAIR AND RE-LEVEL FLOORS AS NEEDED 4)DAMAGED OR BROKEN WINDOWS SHALL BE REPLACED WITH NEW VINYL REPLACEMENT WINDOWS 5)REPAIR OR REPLACE ANY DAMAGED, ROTTED OR INSUFFICIENT STRUCTURAL MEMBERS TO LIKE-NEW CONDITION 2 3/4" EXTERIOR HOUSE WALLS RIM JOIST PER PLAN, CONT. w/6" R-21 BATT INSULATION BETWEEN 2x6 P.T. SILL PLATE ON SILL SEALER, CONT. 1/2"x12" G-90 GALV. ANCHOR BOLTS w/"SIMPSON" #BP1/2 BEARING PLATE @ 6'-0" O.C. & 12" FROM END OF SILL PLATE COMPONENT, 8" MIN. EMBEDMENT CONCRETE FOUNDATION WALL, SEE FOUNDATION PLAN FOR WALL THICKNESS & HEIGHT, APPLY BITUMINOUS ASPHALT DAMPPROOFING TO EXTERIOR SURFACE CONCEALED BELOW GRADE T/FDN. 1/2" GYPSUM BOARD WOOD BASE BOARD, CONT. 3/4" THK. T&G SUB- FLOOR PER BUILDER SPECS, GLUE & SCREW TO JOISTS FLOOR JOISTS, SEE FOUNDATION PLAN FOR SIZE & SPACING #4 HORIZ. REBAR, SET REBAR AT HOOK OF ANCHOR BOLT INTERIOR PARTITION AT FOUNDATION WALL, SEE WALL & PARTITION TYPES ON SHEET B2 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 2X4 S.P.F STUD GRADE NO. 2 SEE GENERAL SPECIFICATION SHEETS FOR FRAMING STANDARDS MIN, 2"X10" HEADERS U.N.O 1/2" TYPE "X" GYPSUMBOARD 1/2" TYPE "X" GYPSUM BOARD 2X4 S.P.F STUD GRADE NO. 2 SEE GENERAL SPECIFICATION SHEETS FOR FRAMING STANDARDS MIN, 2"X10" HEADERS U.N.O WALL REPAIR NOTES -DEMO/REMOVE ANY LOOSE, BROKEN OR DAMAGED BRICKS IN REPAIR AREA -INSTALL VAPOR BARRIER AND INSULATION IN WALL CAVITY AT PLUMBING OR TIMBER FRAMING -GRIND AND REMOVE BED AND HEAD JOINTS WHERE MORTAR IS BULGED, LOOSE, CRACKED OR DAMAGED. GRIND AND REMOVE TO A DEPTH OF 1-2". -REMOVE AND REBUILD BRICKS AS REQUIRED. RE-MORTAR AND RE-POINT JOINTS TO LIKE NEW CONDITION -BLEND WALL BULGE AREA INTO WALL FIELD EXT. BRICK WALL REPAIR DETAIL ARCHITECTURAL SHINGLES ON SYNTHETIC UNDERLAYMENT ON 5/8" CDX PLYWOOD OR 5/8" O.S.B SHEATHING w/H-CLIPS PREFABRICATED ROOF TRUSSES OR RAFTERS PER PLAN 2x4 NAILER, CONT. 2x6 SUBFASCIA BD., CONT. CONT. METAL DRIP EDGE ALUMINUM BREAK METAL FASCIA PERFORATED VINYL SOFFIT, CONT. 2x4 LOOKOUTS @ 24" O.C. "J" CHANNEL CONNECTOR, CONT. "ACCUVENT" ATTIC VENTILATION BET. ROOF TRUSSES 12" R -49 BATT INSULATION 5/8" THK. GYPSUM BOARD CEILING FINISH "SIMPSON" #H14 HURRICANE TIE @ RAFTER, INSTALL @ EXTERIOR SIDE 2 -2x6 TOP PLATE, CONT. EXTERIOR HOUSE WALL, SEE WALL NOTES REPAIR/REFRAME WALL TO PLUMB/LEVEL DOUBLE TOP PLATE DOUBLE STUD CORNERS 16" O/C STUD FRAMING FIREBLOCK SPANNER EACH BAY SEE GENERAL SPECS FOR DETAILS EXISTING FLOOR JOIST ROTTED OR DAMAGED AREA OF EXISTING JOIST JOIST SISTERING REPAIR DETAILS -NEW REPAIR JOIST SHALL MATCH EXISTING JOIST SIZE OR EXCEED SIZE IF ALLOWABLE -SISTER JOIST LENGTH SHALL BE AT LEAST 2X THE DAMAGED AREA LENGTH -NEW SISTER JOIST SHALL EXTEND TO THE WALL/POST OR POST IF POSSIBLE -SISTER JOISTS SHALL BE GLUED TO EXISTING USING HEAVY DUTY CONSTRUCTION OR WOOD GLUE -FASTEN TO EXISTING W/ THREE ROWS OF FRAMING NAILS SPACED AT 12" APART, AND TWO ROWS OF 3/8" STEEL THRU BOLTS W/ WASHERS FASTENED TIGHTLY SPACED AT 16" APART -CONTACT THE ENGINEER OF RECORD WITH ANY QUESTIONS L 2L REPAIR JOIST (DOTTED) ROW OF THREE (3) FRAMING NAILS OR SCREWS SPACED 12" ALONG LENGTH OF SISTERED JOIST ROW OF MIN. 3/8" STEEL THRU BOLTS OR LAGS SPACED AT 12" SPACING ALTERNATING TOP/BOTTOM AT UNSUPPORTED END OF SISTER STUD JOIST SIST ERING REPAIR (TYPICAL) - END DAMAGE WALL OR SUPPORT POST EXISTING FLOOR JOIST ROTTED OR DAMAGED AREA OF EXISTING JOIST JOIST SISTERING REPAIR DETAILS -NEW REPAIR JOIST SHALL MATCH EXISTING JOIST SIZE OR EXCEED SIZE IF SPACE ALLOWS -SISTER JOIST SPAN LENGTH SHALL BE AT LEAST 4X THE DAMAGED AREA LENGTH -NEW SISTER JOIST SHALL EXTEND TO THE WALL/POST OR POST IF POSSIBLE -SISTER JOISTS SHALL BE GLUED TO EXISTING USING HEAVY DUTY CONSTRUCTION OR WOOD GLUE -FASTEN TO EXISTING W/ THREE ROWS OF FRAMING NAILS SPACED AT 12" APART, AND TWO ROWS OF 3/8" STEEL THRU BOLTS W/ WASHERS FASTENED TIGHTLY SPACED AT 16" APART -CONTACT THE ENGINEER OF RECORD IF ANY QUESTIONS ARISE L 4L REPAIR JOIST (DOTTED) ROW OF THREE (3) FRAMING NAILS OR SCREWS SPACED 12" ALONG LENGTH OF SISTERED JOIST ROW OF MIN. 3/8" STEEL THRU BOLTS OR LAGS SPACED AT 12" SPACING ALTERNATING TOP/BOTTOM AT UNSUPPORTED END OF SISTER STUD JOIST SISTERING REPAIR (TYPICAL) - MIDSPAN DAMAGE INSTALL BLOCKING AT MID-SPAN OR EVERY 12' OD SPAN, WHICHEVER IS SMALLER INSTALL BLOCKING AT MID-SPAN OR EVERY 12' OD SPAN, WHICHEVER IS SMALLER 2x4 CONT. LATERAL BRACING @ WEB & BOTTOM CHORD, CONFIGURE IN ACCORDANCE w/TRUSS MANUF. DRAWINGS ROOF TRUSS COMPONENT 2x4 DIAGONAL BRACING 2x4 DIAGONAL BRACING TYPICAL EXT. WALL SECTION DETAILS MAY VARY TYPICAL PART. WALL SECTION DETAILS MAY VARY TYPICAL FIRE. WALL SECTION DETAILS MAY VARY TYPICAL WALL REPAIR PLAN DETAILS MAY VARY TYPICAL ROOF/EAVE DETAIL PLAN DETAILS MAY VARY TYPICAL TRUSS BRACING PLAN DETAILS MAY VARY 1/2 GYPSUM BOARDTAPED AND SANDED2X6 S.P.F STUD GRADE NO. 2 W/ BLOCKINGSEE GENERAL SPECIFICATION SHEETSFOR FRAMING STANDARDSTYPICAL FRAMED BRICK EXT. WALL SECTIONDETAILS MAY VARYP.T. BOTTOM PLATE ANCHORED TOEXISTING SLAB FLOOR1.5" AIR GAP AT EXT WALL EXIST. EXT. BRICK WALLINSULATE TO R-21W/ VAPOR BARRIERDROP CEILING TILES, INSTALLED PER MFG.INSTRUCTIONS (OPTIONAL)ROOF OR CEILING TO BE INSULATEDTO R-49 VIA F.G. BATT ORSPRAYFOAM INSUL.EXISTING ROOF FRAMINGSTRUCTURE TYP. ROOF DECK, EAVE & WALL DETAIL FLOOR JOIST SLEEPER DETAIL SECTION (TYP) INSULATE PLATFORM TO R-38 OR AS BEST POSSIBLE INSTALL 2"X4" P.T SLEEPERS, GLUED AND ANCHORED 24" O/C TO EXIST CONC FLOOR W/ 6 MIL POLY VAPOR BARRIER CONT. TOP OF CONC. STEM WALL VAPOR BARRIERCONC. FLOOR FLOOR SHEATHING, SEE TYP. DETAILS FLOOR JOIST W/ SOLID BLOCKING @ 24" O/C METAL SIDING2X8 WOOD GIRTSTJI FLOOR JOIST8IN. FDN. WALL TOP DETAIL3/4" T&G SUBFLOORSTEEL BUILDING SHEATHING ANDTRIMSEE STEEL BUILDING DRAWINGDETAIL2"x14" TRUE DIM. RIM BOARDINSULATE FDN. WALLSTO R-15METAL SIDINGSTL. WALLPURLINSTJI FLOOR JOISTPIER TOP TOP DETAIL3/4" T&GSUBFLOORSTEEL BUILDINGSHEATHING AND TRIMSEE STEEL BUILDINGDRAWING DETAIL2"x14" TRUE DIM.RIM BOARDFDN.WALLPIERSTL. COLUMNINSTALL TIMBER FLOOR PLATFORM, FRAMEPLATFORM AROUND STEEL COLUMNS ANDPOSTS2"x6" P.T. SILL PLATE W/ STANDARD SILL SEAL ANDSTANDARD SILL ANCHORS SPACED AT 8' O/C.SEE FDN. PLAN FORREBAR SCHEDULE10" CMU or 10" POURED 3,000PSI CONC. WALL W #4 HORIZ. REBAR @TOP OF WALLAND #4 REBAR AT 48" O/C VERTICALLYWALL POURED ON MIN. 16"X10" CONTINUOUS CONC. FOOTING W/ (2) #4 HORIZ.REBAR AT 3" COVER FROM BOTTOM AND 2' #4 REBAR DOWELS @ 48" O.C..DOWELS TO TIE WALL TO FOOTINGGARAGE FROST WALL DETAIL#4 REBAR DOWEL TO TIE FROST WALL TO SLAB SPACED AT 64" FLUSH BEAM DETAIL (TYPICAL) W8X48 STL. BEAM W/ NAILING PADS EXISTING WALL ABOVE EXISTING FLOOR JOISTS NEW CEILING JOIST ATTIC SPACE BEAM INSTALLATION NOTES -NEW STEEL CEILING BEAM TO BE PADDED W/ NAILING PADS BY BEAM SUPPLIER -CONTRACTOR SHALL ADEQUATELY SUPPORT EXISTING FLOOR AND WALL ABOVE DURING BEAM INSTALLATION WORK SCOPE -INSTALL NEW BEAM AS SHOWN UNDER WALL ABOVE, RECESS BEAM IN CEILING AS MUCH AS POSSIBLE -INSTALL JOIST HANGERS TO TIE JOISTS TO NEW BEAM -INSTALL STL. POST OR SOLID BLOCKING AT BEAM BEARING POINTS, SEE FLOORPLAN FOR DETAILS BEAM INSTALLATION NOTES -NEW STEEL CEILING BEAM TO BE PADDED W/ NAILING PADS BY BEAM SUPPLIER -CONTRACTOR SHALL ADEQUATELY SUPPORT EXISTING FLOOR AND WALL ABOVE DURING BEAM INSTALLATION WORK SCOPE -CUT BACK/TRIM EXISTING FLOOR JOISTS AND WALL STUDS ABOVE TO FIT NEW FLUSH CEILING BEAM IN PLACE -INSTALL STL. POST OR SOLID BLOCKING AT BEAM BEARING POINTS, SEE FLOORPLAN FOR DETAILS STL. HANGER TYPICAL GAR. DOOR HEADER DETAIL2"X8" P.T TIMBER TRIM AT OPENING,ANCHORED TO WALL OPENINGNEW STL. BEAMINSTALL STL. BEAM POCKET IN EXIST WALLGROUT BEAM END IN PLACE W/ 5,000 PSINON-SHRINK GROUTMIN. POCKET DEPTH 6"EXISTING BLOCK WALLSTL. BEAM, PADDED WITH NAILING PADSON SIDES & BOTTOM TYPICAL BATH EXH. FAN DETAIL Actual pile lenght to be determined by field conditions and desired loading capacity. U BRACKET Steel Pile W/ FROST SLEEVE MIN. SIZE: Model P2: 2 3/8"'' OR SUITABLE to pile on both upper and lower surfaces 1/2'' Thick steel helix factory welded Helix diameter varies according to soil conditions and desired loading capacity. (3) 2''x12'' TECHNO POST TYP. DETAIL CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS SHOWN ON THIS DRAWING PRIOR TO CONSTRUCTION -ALL CONNECTORS SHALL BE HOT DIPPED GALVANIZED STEEL OR STAINLESS STEEL -ALL OUTSIDE LUMBER TO BE PRESSURE THROUGHOUT THE ENTIRE WORK PERIOD, CONTRACTOR AND STRUCTURAL SUPPORT TO PRESERVE STABILITY SHALL PROVIDE ALL NECESSARY SHORING/ BRACING AND PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE NOTE-1 Simpson LSTA12 12" 20 Gauge Strap Tie - G90 Galvanized TYPICAL RAFTER RIDGE STRAP TYPICAL TIMBER POST, BEAM AND EAVE MIN. 6"X6" TIMBER POST, STAINED OR PAINTED FOR WEATHERPROOFING DIMENSIONAL OR TIMBER BEAM RAFTER INSTALL HURRICAN STRAPS AT EACH RAFTER, OR ALTERNATIVELY INSTALL MIN. 1/4" LAGS OR SCREWS AS VERTICAL ANCHOR BOLTS TO TIE RAFTER TO BEAM TIMBER MATERIAL NOTES -ALL FRAMING TIMBERS TO BE MINIMUM OF NO. 2 GRADE SPRICE, PINE, FIR OR BETTER -LOAD BEARING BEAMS SHALL BE FREE OF KNOTS, WARPS AND GENERAL DEFECTS -ALL EXTERRIOR FACING TIMBER SHALL BE STAINED OR PAINTED FOR ROT PROTECTION TIE BEAM TO POST W/ MORTISE AND TENONS OR WITH STL. BRACKETS AND MIN. 3/8" STEEL LAG BOLTS. ANCHOR POST TO CONC. FOOTING W/ CAST-IN STEEL ANCHOR BRACKET OR W/ MIN. 5/8" STL. ANCHOR BOLT. CONTACT THE ENGINEER FOR QUESTION ON ANCHORING MIN 14", 3,000 PSI CONC. SONOTUBE PIER TO 48" DEPTH, OR ALTERNATIVELY INSTALL A 3" HELICAL PILE WITH STEEL. BRACKET W/ FROST SLEEVE TO MIN 48" DEPTH OR REQUIRED TORQUE DEPTH TYPICAL JOIST SIST ERING DETAIL TYP. ROOF DECK DETAILS PONY WALL TIE DETAIL TYP STL BEAM W/ TIMBER POST DETAIL 6X6 TIMBER POST EXISTING WALL ABOVE STL. BEAM W/ NAILING FLANGES TOP & BOTTOM ROOF JOIST, EAVE STYLE PER OWNERS SELECTION MIN. 3/16" THK. STL. BRACKETS W/ MIN. 3/8" LAGS TO FASTEN BEAM TO POST, BOTH SIDES HURRICANE CLIP EACH RAFTER TO PLATE CROSS BLOCKING AT POST TYP BEAM W/ TIMBER POST CONN. DETAIL 6X6 TIMBER POST INSTALL TRIM BOARDS AS DESIRED ROOF JOIST, EAVE STYLE PER OWNERS SELECTION MIN. 3/16" THK. STL. BRACKETS W/ MIN. 3/8" LAGS TO FASTEN BEAM TO POST, BOTH SIDES HURRICANE CLIP EACH RAFTER TO PLATE CROSS BLOCKING AT POST FROST WALL NOT ES -10" CMU or 8" POURED 3,000PSI CONC. WALL W #4 HORIZ. REBAR @TOP OF WALL AND #4 REBAR AT 48" O/C VERTICALLY -WALL POURED ON MIN. 16"X12" CONT INUOUS CONC. FOOT ING W/ (2) #4 HORIZ. REBAR AT 3" COVER FROM BOTTOM AND 2' #4 REBAR DOWELS @ 48" O.C.. DOWELS TO TIE WALL TO FOOTING T YPICAL FROST WALL AND SILL DETAIL MAINTAIN EXPOSED WALL AT LEAST 12" WALL ABOVE GRADE GRADE, TYP. EXISTING FOUNDATION WALL EXISTING FLOOR JOISTS CRAWL SPACE MIN. 10 MIL POLY VAPOR BARRIER INSULATE CRAWL SPACE WALLS TO R-15 NEW FLOOR JOIST FLOOR JOIST SLEEPER DETAIL SECTION (TYP) INSULATE PLATFORM TO R-38 OR AS BEST POSSIBLE INSTALL 2"X4" P.T SLEEPERS, GLUED AND ANCHORED 24" O/C TO EXIST CONC FLOOR W/ 6 MIL POLY VAPOR BARRIER CONT. EXISTING FIRST FLOOR ELEV. VAPOR BARRIERCONC. FLOOR FLOOR SHEATHING, SEE TYP. DETAILS FLOOR JOIST W/ SOLID BLOCKING @ 24" O/C NEW FRAMED EXT WALL (SEE TYP. DETAIL) TYPICAL WALL DETAIL EXISTING FLOOR EXISTING POST EXISTING WALL STRAPPING EXISTING ROOF FRAMING EXISTING METAL ROOF INSULATE PURLIN BAYS TO R-38 W/ MIN. 7" OF CLOSED CELL SPRAYFORM EXISTING METAL SIDING INSTALL 2X4 VERTICAL STRAPPING @ 24" FOR INSULATION WALL, INSULATE TO R-21 W/ MIN. 3" OF CLOSED CELL SPRAY FOAM 4" INSULATED FLEX DUCT, PITCHED TOWARD EXH. WALL EXHAUST DETAIL (TYP.) INSULATE FDN. WALLS TO R-15 EXISTING BLOCK WALL INSTALL WALL EXH. VENT W/ FLOW DAMPER AND WILDLIFE SCREEN SILICONE SEAL/FLASH VENT FLANGE FASTEN W. QTY. 4, MIN. #10 WALL ANCHOR SCREWS INSTALLATION NOTE INSTALL EXH. AT LEAST 12" FROM OTHER VENTS OR INTAKES, AND MIN 6" FROM ROOF LINE 4" WALL EXH. ASSY. STEEL CLAMP W/ FOIL TAPED SEALED JOINTS LVL FLUSH BEAM DETAIL (TYPICAL) EXISTING WALL ABOVE (WHERE APPLICABLE) FLOOR JOIST BEAM INSTALLATION NOTES -CONTRACTOR SHALL ADEQUATELY SUPPORT EXISTING FLOOR AND WALL ABOVE DURING BEAM INSTALLATION WORK SCOPE -INSTALL NEW BEAM AS SHOWN UNDER WALL ABOVE WHERE APPLICABLE, RECESS BEAM IN CEILING AS MUCH AS POSSIBLE -INSTALL SIMPSON STEEL JOIST HANGERS TO TIE JOISTS TO NEW BEAM -INSTALL STL. POST OR SOLID BLOCKING SUPPORT AT BEAM BEARING POINTS TO BEAR ON POST OR FOUNDATION BELOW, SEE FLOORPLAN FOR DETAILS STL. HANGER FLOOR JOIST FLUSH BEAM TYPICAL BATH EXH. FAN DETAIL TYPICAL BATH EXH. FAN DETAIL: ROOF TERMINATIONATTIC SPACE - HEIGHT MAY VARY TYPICAL WALL REPAIR DETAIL (TYP) FRAMED INSULATION WALLS INSTALL CROSS BLOCKING IN EXIST WALLS AT MID-HEIGHT - ALL STUD BAYS EXISTING FOUNDATION WALLS 1ST FL ROOM BASEMENT EXISTING FLOOR JOIST CONTRACTOR SHALL INSPECT RUBBER ROOF AND REPAIR OR REPLACE ANY DAMAGED OR COMPROMISED SECTIONS AS REQUIRED CONTRACTOR SHALL INSTALL MID-SPAN FLOOR JOIST BRIDGING/BLOCKING IN EXISTING FLOORS, ALL ROOMS EXISTING BLOCK FDN. WALL TO BE REPAIRED AND RE- POINTED AS REQUIRED. CONTRACTOR SHALL REPAIR/RE- POINT ANY LOOSE, MISSING OR GAPPED MORTAR JOINTS, GRINND OUT OLD JOINTS AS NEEDED FOR REPAIRS. CONTRACTOR SHALL INSPECT EXISTING BASEMENT SUPPORT POSTS AND COLUMNS AND REPAIR ANY DAMAGED OR FAILING SUPPORTS AS NEEDED -CONTRACTOR SHALL REPAIR/REPLACE ANY BROKEN, MISSING OR DAMAGED FLOOR JOISTS, -REINFORCE FLOOR PLATFORM BY DOUBLING EACH EXISTING JOIST W/ NEW 2X6 FULL LENGTH SISTER JOIST, ALL PLACES INSULATE FDN WALLS TO R-15 W/ BLANKETS OR FRAME A 2X4 WALL W/ F.G BATT INSULATION INSULATE SILL BAY TO R-21 NEW OR EXISTING 2X4 WALLS TO BE INSULATED TO R-13 W/ F.G. BATT BEAM FRAMING -EXISTING 2X6 BEAMS SHALL BE REINFORCED W/ TWO MORE 2"X6" PLYS ON EACH SIDE, MAKING EACH BEAM A QUADROUPLE 2X6 -TYP ALL BASEMENT BEAMS CONTRACTOR SHALL REPAIR/REPLACE ANY BROKEN, MISSING OR DAMAGED CEILING FRAMING MEMBERS AND ROOF RAFTERS OR BEAMS AS REQUIRED EXISTING PARAPET WALL DECK LATERAL TIE DETAIL DECK TIES TO BE SPACED 48" O/C LVL DROPPED BEAM DETAIL (TYPICAL) EXISTING WALL ABOVE (WHERE APPLICABLE) FLOOR JOIST BEAM INSTALLATION NOTES -CONTRACTOR SHALL ADEQUATELY SUPPORT EXISTING FLOOR AND WALL ABOVE DURING BEAM INSTALLATION WORK SCOPE -INSTALL STL. POST OR SOLID BLOCKING SUPPORT AT BEAM BEARING POINTS TO BEAR ON POST OR FOUNDATION BELOW, SEE FLOORPLAN FOR DETAILS FLOOR JOIST DROPPED BEAM SEE STANDARDS DRAWING FOR MILTI- PLY LVL BEAM DETAILS AND FASTENING SOLID BLOCKING AT JOIST OVERLAP TYP STL BEAM W/ STL. POST DETAIL 4" DIAMETER, MIN. 11 GAGE (0.125" WALL THICKNESS) STEEL POST W/ 6"X6", 3/8" THK. STEEL TOP PLATE AND BASE PLATE STL. BEAM W/ NAILING FLANGES TOP & BOTTOM ROOF JOIST, EAVE STYLE PER OWNERS SELECTION MIN. 1/4" STL. SCORES OR LAG BOLTS , QTY 4 PER POST TOP LATE HURRICANE CLIP EACH RAFTER TO PLATE CROSS BLOCKING AT POST REMOVE AND REPLACE ANY UNSOUND MORTAR IN AREA AROUND REPAIR AREA GRIND/REMOVE TO A DEPTH OF 2x JOIST SIZE, STOP AT WIRE FOR JOINTS WITH WIRE REINFORCEMENT, RE-POINT/PACK NEW MORTAR JOINT IN THREE LAYERS (1/3'S), TOOL TO MATCH EXISTING PROFILE DEMO/REMOVE ANY LOOSE, SEPARATING, OR DAMAGED BRICKS FROM OUTER WYTHE, AND REBUILD TO MATCH ORIGINAL BRICK WALL REPAIR NOTES -DEMO AND REPLACE ANY CRACKED, BROKEN, CRUMBLING OR DAMAGED WALL BRICKS -GRIND OUT AND REMOVE ANY LOOSE, CRACKED OR DAMAGED MORTAR JOINTS AND RE-POINT AS NEEDED -RETAIN AND RESTORE ANY WALL T IES OR WEEPS DURING WALL REPAIR TO MATCH EXIST ING OUTER WYTHE (OUTER LAYER) TYP BEAM POST CONN. DETAIL 6X6 TIMBER POST INSTALL TRIM BOARDS AS DESIRED ROOF JOIST OR TRUSS, EAVE STYLE PER OWNERS SELECTION STL. POST BRACKET, SIMPSON BC OR EQUIVALENT HURRICANE CLIP EACH RAFTER TO PLATE, SIMPSON ZMAX OR EQUIVALENT CROSS BLOCKING AT POST TYPICAL WALL AND FLOOR REPAIR DETAIL (TYP) FRAMED INNER WALLS INSTALL CROSS BLOCKING IN EXIST WALLS AT MID-HEIGHT - ALL STUD BAYS 1ST FL ROOM EXISTING FLOOR JOIST CONTRACTOR SHALL INSPECT RUBBER ROOF AND REPAIR OR REPLACE ANY DAMAGED OR COMPROMISED SECTIONS AS REQUIRED CONTRACTOR SHALL INSTALL MID-SPAN FLOOR JOIST BRIDGING/BLOCKING IN EXISTING FLOORS WHERE FLOOR IS OPENCONTRACTOR SHALL REPAIR/REPLACE ANY BROKEN, MISSING OR DAMAGED FLOOR JOISTS INSULATE SILL BAY TO R-19 NEW OR EXISTING 2X4 WALLS TO BE INSULATED TO R-13 W/ F.G. BATT CONTRACTOR SHALL REPAIR/REPLACE ANY BROKEN, MISSING OR DAMAGED CEILING FRAMING MEMBERS INCLUDING CEILING JOISTS AND ROOF RAFTERS OR BEAMS AS REQUIRED EXISTING PARAPET WALL TYPICAL KITCHEN WALL AND FLOOR REPAIR PLAN FRAMED INNER WALLS INSTALL CROSS BLOCKING IN EXIST WALLS AT MID-HEIGHT - ALL STUD BAYS KITCHEN REMOVE EXISTING WOOD FRAMED FLOOR WHERE FLOOR NEEDS REPAIR, INSTALL NEW MIN 4" THK. 3,500 PSI CONC. SLAB WITH NEW 6 MIL POLY VAPOR BARRIER DEMO/REMOVE LOWER WALL STUDS, INSTALL NEW SISTER STUD W/ IN. 16" LAP JOINT FASTENED W/ MIN. QTY. 8 FRAMING NAILS NEW OR EXISTING 2X4 WALLS TO BE INSULATED TO R-13 W/ F.G. BATT P.T. BOTTOM PLATE 6 MIL POLY VAPOR BARRIERMIN. 3" OF CRUSHED STONE BASE TYP STL BEAM W/ TIMBER. POST DETAIL 8" P.T. TIMBER POST SIMPSON HL55 ANGLE BRACKETS (OR EQUIVALENT) HURRICANE CLIP EACH JOIST TO BEAM CROSS BLOCKING AT POST STEEL. BEAM, PADDED W/P.T. NAILING PLATES MAX. 16" OVERHANG DECK JOISTS TYPICAL CEILING BEAM DETAIL NEW CEILING BEAM WALL NOTES -INSTALL STL. BEAM POCKET IN EXIST WALL -INSTALL 1/2" STL PLATE, PLATE TO BE MIN 1/2" WIDER THAN BEAM ON EACH SIDE -GROUT SUPPORT PLATE IN PLACE W/ 5,000 PSI NON-SHRINK GROUT -MIN. POCKET DEPTH 6", POCKET WIDTH BASED ON BEAM WIDTH + 1" EXISTING MASONRY WALL - SEE WALL REPAIR NOTES NEW DROPPED LVL BEAMEXISTING FLOOR JOISTS OVERHEADINSTALL BLOCKING AT JOIST ABOVE BEAM EXISTING MASONRY WALL - SEE WALL REPAIR NOTES CONTRACTOR TO VERIFY FLOOR SUPPORT AT BEAM LOAD POINT POINT LOAD TO BEAR ON BEARING WALL OR POST BELOW - TO BE VERIFIED IN FIELD EXISTING FLOOR PLATFORM ABOVE 1 LAYER 5/8" TYPE "X" GYPSUM BOARD, JOINTS TAPED AND SANDED 7/16" FLAMEBOARD RATED SHEATHING 2X6 S.P.F STUD GRADE NO. 2 OR BETTER W/ BLOCKING F.G. BATT INSULATION TO R-20 SEE GENERAL SPECIFICATION SHEETS FOR FRAMING STANDARDS MIN, 2"X10" HEADERS U.N.O TYPICAL 1-HOUR FIRE RATED EXT. WALL DETAILS MAY VARY HOUSEWRAP VAPOR BARRIER EXT. VINYL SIDING OR EQUIVALENT T YPICAL EXT. WALL REPAIR D ETAIL (T YP) EXISTING FLOOR JOIST 2ND FL ROOM NEW TRUSS ROOF INSULATE ROOF TO R-49 INSTALL CROSS BLOCKING IN EXISTING 2X4 EXT. WALLS- ALL AROUND AT FORMER CEILING JOIST LOC. EXISTING FIRST FLOOR WALLS INSTALL CROSS BLOCKING IN EXIST WALLS AT MID-HEIGHT - ALL STUD BAYS EXISTING FOUNDATION WALLS, SEE FOUNDATION PLAN FOR DETAILS 1ST FL ROOM BASEMENT INSTULATE WALLS TO R-21 BY CLOSED CELL SPRAY FOAM OR FERR-OUR EXISTING STUDS TO 5.5" THICKNESS FOR F.G. BATT. EXISTING FLOOR JOIST CONTRACTOR SHALL INSTALL MID-SPAN FLOOR JOIST BRIDGING/BLOCKING IN EXISTING FLOORS, ALL ROOMS CONTRACTOR SHALL INSTALL MID-SPAN FLOOR JOIST BRIDGING/BLOCKING IN EXISTING FLOORS, ALL ROOMS EXISTING BLOCK FDN. WALL TO BE REPAIRED AND RE- POINTED AS REQUIRED. CONTRACTOR SHALL REPAIR/RE- POINT ANY LOOSE, MISSING OR GAPPED MORTAR JOINTS, GRINND OUT OLD JOINTS AS NEEDED FOR REPAIRS. INSTALL NEW STL. SUPPORT POSTS AS INDICATED ON FLOOR PLAN, MAXIMUM 6' SPACING BETWEEN SUPPORTS FOR FLOOR BEAMS, SEE FLOORLAN FOR DETAILS -CONTRACTOR SHALL REPAIR/REPLACE ANY BROKEN, MISSING OR DAMAGED FLOOR JOISTS, -REINFORCE FLOOR PLATFORM BY DOUBLING EACH EXISTING JOIST W/ NEW 2X6 FULL LENGTH SISTER JOIST, ALL PLACESINSULATE FDN WALLS TO R-15 W/ BLANKETS OR FRAME A 2X4 WALL W/ F.G BATT INSULATION INSULATE SILL BAY TO R-21 DOUBLE TOP PLATE EXISTING 2X4 WALLS TO BE INSULATED TO R-21 W/ CLOSE CELL SPRAY FOAM INSTALL STEEL FOUNDATION TIE-DOWN CLIPS AT EVERY THIRD JOIST- SEE DETAIL VIEW BEAM FRAMING -EXISTING 2X6 BEAMS SHALL BE REINFORCED W/ TWO MORE 2"X6" PLYS ON EACH SIDE, MAKING EACH BEAM A QUADROUPLE 2X6 -TYP ALL BASEMENT BEAMS CONTRACTOR SHALL REPAIR/REPLACE ANY BROKEN, MISSING OR DAMAGED FLOOR JOISTS, REINFORCE FLOOR PLATFORM BY DOUBLING EACH EXISTING JOIST W/ NEW 2X6 FULL LENGTH SISTER JOIST TYPICAL TRUSS AND ROOF REPAIR PLAN 2ND FLOOR ROOF REPAIR NOTES: -DEMO/REMOVE EXISTING SHEATHING TO ALLOW ROOF TRUSS AND FRAMING REPAIRS -REPAIR TRUSS FRAMING AS SPECIFIED IN DETAIL VIEW -RE-SHEATHE W/ 1/2" CDX PLYWOOD TO MATCH EXISTING W/ EDGE CLIPS -#15 LB FELT PAPER -INSTALL ICE AND WATER SHIELD WITHIN 24" OF INT. WALLS -INSTALL NEW ASPHALT SHINGLE ROOF TO MFG. INSTRUCTIONS INSULATE ROOF TO R-38, OVER PLATES 1ST FLOOR REPAIR AND INSULATE WALLS TO R-21 REPLACE 2" x "6 TOP TRUSS CHORD W/ No. 1 OR SELECT STRUCTURAL GRADE REPLACE ANY BROKEN OR DAMAGED WEBBING TO MATCH ORIGINAL W/ No. 1 OR SELECT STRUCTURAL GRADE INSTALL 24" X 24" 1/2" CDX PLYWOOD CONNECTION GUSSET, BOTH SIDES, GLUED, AND NAIL W/ TWO ROWS OF 1.5" FRAMING NAILS SPACED AT 4" O/C REPLACE BOTTOM CHORD AT DAMAGED SECTION, OUTER EDGE TO MIDSPANFRAME-IN AND REPAIR EAVES TO MATCH EXISTING MAKE BOTTOM CHORD REPAIR JOINT AT MID-SPAN INSTALL 8' LONG, 2" X 4" SISTER EACH SIDE, GLUED AND NAILED IN PLACE NAIL W/ TWO ROWS OF 1.5" FRAMING NAILS SPACED AT 4" O/C REPAIR/REPLACE RIDGE VENT AT DAMAGE LOCATION INSTALL 2"X4" LATERAL CROSS BRACING AT REPAIRED WEBS, SPAN AT LEAST THREE (3) TRUSSES EACH SIDE OF REPAIRED TRUSS INSTALL 24" WIDEX 1/2" CDX PLYWOOD CONNECTION GUSSET, BOTH SIDES, GLUED, AND NAILED NAIL W/ TWO ROWS OF 1.5" FRAMING NAILS SPACED AT 4" O/ C INSTALL 24" X 24" 1/2" CDX PLYWOOD CONNECTION GUSSET, BOTH SIDES, GLUED AND NAIL W/ TWO ROWS OF 1.5" FRAMING NAILS SPACED AT 4" O/C TYPICAL ROOF BEAM DETAIL EXISTING POSTS INSTALL TRIM BOARDS AS DESIRED INSTALL FACIA BOARD BLOCKING @ 24" O/C STL. POST BRACKET, SIMPSON ZMAX STEEL BRACKETS, OR EQUIVALENT HURRICANE CLIP EACH RAFTER TO PLATE, SIMPSON ZMAX OR EQUIVALENT CROSS BLOCKING AT POST CROSS BLOCKING AT 24" O/C TRIPLE 2X10 ROOF BEAM TWO LAYERS 5/8" TYPE "X" GYPSUM BOARD EACH SIDE2X6 S.P.F STUD GRADE NO. 2 OR BETTER FRAMED 16" O/C5.5" ROCKWOOL INSULATIONSEE GENERAL SPECIFICATION SHEETS FOR FRAMING STANDARDSMIN, 2"X10" HEADERS U.N.OTYPICAL 2-HOUR DEMISING WALL SECTION7/16" O.S.B. SHEATHING ON ONE SIDELINE OF DEMISING AT MIDTWO LAYERS 5/8" TYPE "X"GYPSUM BOARD TWO LAYERS 5/8" TYPE "X" GYPSUM BOARD 2X4 S.P.F STUD GRADE NO. 2 OR BETTER, FRAMED 24" O/C F.G. BATT INSULATION SEE GENERAL SPECIFICATION SHEETS FOR FRAMING STANDARDS END TRUSS TYPICAL 2-HOUR ATTIC FIRE WALL SECTION DETAILS MAY VARY ROOF LINE LINE OF WALL TOP PLATE WALL NOTES-DEMISING WALL TO BE INSTALLED BETWEEN DWELLING UNITS-ANY OPENINGS, HOLES OR GAPS TO BE SEALED WITH FIRE FOAM-SEE GENERAL NOTES FOR WALL FRAMING SPECIFICATIONS PORCH RAFTER CONNECTION DETAIL- TYP. EXISTING WALL STUDS INSTALL FLASHING AT WALL TRANSITION TO ROOF PLAN ROOF RAFTER P.T. LEDGER BOARD FLASH LEDGER TO WALL AT TOP ANCHORED TO EACH WALL STUD W/ 3/8" STEEL ANCHORS, TWO EACH STUD -MIN. 5/8" C.D.X. PLYWOOD OR 5/8" O.S.B. SHEATHING -INSTALL ICE AND WATER SHIELD OVER ENTIRE ROOF SURFACE -ASPHALT OR METAL ROOF, INSTALLED PER MFG. INSTRUCTIONS STEEL RAFTER HANGER SIMPSON STRONGTIE 18 GAGE ZMAX RAFTER HANGER, OR EQUIVALENT TYP. ROOF BEAM DETAIL EXISTING POSTS INSTALL TRIM BOARDS AS DESIRED INSTALL FACIA BOARD BLOCKING @ 24" O/C STL. POST BRACKET, SIMPSON ZMAX STEEL BRACKETS, OR EQUIVALENT HURRICANE CLIP EACH RAFTER TO PLATE, SIMPSON ZMAX OR EQUIVALENT CROSS BLOCKING AT POST CROSS BLOCKING AT 24" O/C ROOF BEAM, BOXED OUT TO COL. WIDTH EXISTING I-JOIST LEDGER CONN. DETAIL - SECTION VIEW EXISTING SECOND FLOOR EXT. WALL I-JOIST LEDGER ANCHORING NOTES - MODIFY EXISTING FRAMING -INSTALL I JOIST WEB FILLER AND 8" END BLOCKING PLATES AS SHOWN FOR LEDGER ANCHORING TO BOTH SIDES OF THE I-JOIST. -FASTEN BLOCK PLATES TO I-JOIST FLANGES WITH MIN EIGHT (8) FRAMING NAILS EACH SIDE. -ANCHOR LEDGER WITH 1/2" X 5" LONG STEEL LAGS TO JOIST BLOCKING, ONE ANCHOR ON EACH SIDE OF I-JOIST, ALTERNATING TOP AN BOTTOM SEE LEDGER DETAIL VIEWS EXISTING FIRST FLOOR NEW FLOOR PLATFORM SIMPSON LUS ZMAX JOIST HANGER I-JOIST END PLATE 8" LONG END BLOCK, GLUED AND NAILED IN PLACE W/ EIGHT (8) 16D NAILS INTO JOIST FLANGES WEB FILLER BLOCK GLUED IN PLACEEXISTING I-JOIST END OUTLINE OF LEDGER BOARD IN FOREGROUND 1/2" STEEL LEDGER ANCHOR, ONE EACH SIDE OF I- JOIST ALTERNATE TOP/BOTTOM LEDGER CONN. DETAIL - END VIEW WA L L F R A M IN G WALL REPAIRSROOF DECK R O O F F R A M IN G BEAMS, DECK, PORCHES, POSTS VENTSSTANDARD D E TA IL S T YPICAL ST EP FLASHING DETAIL AT FLAT ROOF RAKE WALL T YPIC AL SM ART VENT SHEDROOF OFF-WALL DETAIL T YPIC AL SH ED R OOF TO H EAD WAL L FL ASH IN G D ETAIL DOUBLE 2"X12" DIMENSIONAL LUMBER RIM JOIST P.T 2"X4" SKIRT FRAMING W/ 1/2" P/T SHEATHING PIER FOUNDATION SKIRTING TYPICAL DETAIL SILL PLATE P.T 6"x6" POST 5/8" STL.THRU BOLT W/ WASHERS GRADE HELICAL PILE W/ FROST SLEEVE INSTALLED TO MFG. SPECIFIED DEPTH. MIN 48" DEPTH STL. PILE POST BRACKET TYPICAL HELICAL POST DETAIL P.T 2"X4" SKIRT BRACING SPACES AT 48" O/C EXISTING I-JOIST LEDGER CONN. DETAIL - SECTION VIEW EXISTING SECOND FLOOR EXT. WALL I-JOIST LEDGER ANCHORING NOTES - MODIFY EXISTING FRAMING -INSTALL I JOIST WEB FILLER AND 8" END BLOCKING PLATES AS SHOWN FOR LEDGER ANCHORING TO BOTH SIDES OF THE I-JOIST. -FASTEN BLOCK PLATES TO I-JOIST FLANGES WITH MIN EIGHT (8) FRAMING NAILS EACH SIDE. -ANCHOR LEDGER WITH 1/2" X 5" LONG STEEL LAGS TO JOIST BLOCKING, ONE ANCHOR ON EACH SIDE OF I-JOIST, ALTERNATING TOP AN BOTTOM SEE LEDGER DETAIL VIEWS EXISTING FIRST FLOOR NEW FLOOR PLATFORM SIMPSON LUS ZMAX JOIST HANGER I-JOIST END PLATE FINISHED SIDING LEDGER BOARD -2"X P.T LEDGER -FLASH BEHIND AND FLASHING CAP W/ SOFT OR HARD FLASHING -ANCHOR W/ MIN. 1/2" x 5" LONG STEEL ANCHORS W/ WASHERS SPACED AT 16" O/C, ALTERNATING TOP/BOTTOM -LEDGER SIZE TO MATCH DECK JOIST SIZE 2"X JOISTS, No. 2 GRADE OR BETTER SPACED 16" O/C WITH MID-SPAN BRIDGING FLASH JOIST TOP W/ SOFT FLASHING OR EQUIVALENT SEE PLAN FOR JOIST SIZE INSTALL RAINWATER COLLECTION SYSTEM AT DECK UNDERSIDE, DRAIN TO GUTTER DOWNSPOUT IF REQUIRED SIMPSON STRONG-TIE LUS2 JOIST HANGER TYP. LEDGER DETAIL INSTALL DOUBLE BACK-BLOCKING FOR PARALLEL JOISTS AT WALL FOR LEDGER ANCHOR WHERE REQUIRED FRAMING NOTE INSTALL LATERAL DECK TIES AT 48" O/C SEE DECK TIE DETAIL VIEW TYPICAL DECK BEAM AND POST DETAIL MIN. 6"X6" TIMBER POST, WITH POST SLEEVE, STAINED OR PAINTED FOR WEATHERPROOFING INSTALL HURRICANE STRAPS AT EACH JOIST DECK FRAMING NOTES -ALL FRAMING TIMBERS TO BE MINIMUM OF NO. 2 GRADE SPRICE, PINE, FIR OR BETTER -LOAD BEARING BEAMS SHALL BE FREE OF KNOTS, WARPS AND GENERAL DEFECTS -ALL EXTERIOR FACING TIMBER SHALL BE P.T. OR STAINED OR PAINTED FOR ROT PROTECTION TIE BEAM TO POST W/ SIMPSON POST CAP STEEL TIES W/ MIN FOUR (4) 1/2" STEEL SCREWS ANCHOR POST TO CONC. FOOTING W/ CAST-IN STEEL ANCHOR BRACKET OR W/ MIN. 5/8" STL. ANCHOR BOLT. CONTACT THE ENGINEER FOR QUESTION ON ANCHORING MIN 14", 3,000 PSI CONC. SONOTUBE PIER TO 48" DEPTH, SEE PLAN VIEW FOR REBAR SCHEDULE ALTERNATIVELY: INSTALL A 3" HELICAL PILE WITH STEEL. BRACKET W/ FROST SLEEVE TO MIN 48" DEPTH AND REQUIRED TORQUE FOR DESIGN LOAD SEE PLAN VIEW FOR PIER REQUIRED SIZE DECK BEAM MIN. DOUBLE 2"X10" P.T. No. 2 GRADE OR BETTER U.O.N.- SEE PLAN VIEW FOR BEAM SIZE . SEE PLAN VIEW FOR BEAM SIZE BEAM LOAD SHALL BEAR DIRECTLY OVER POST MAX. 16" BEAM OVERHANG DECK JOIST MIN 4" PIER ABOVE GRADE TYP BEAM W/ TIMBER POST CONN. DETAIL-VENTED 6X6 TIMBER POST INSTALL TRIM BOARDS AS DESIRED ROOF JOIST, EAVE STYLE PER OWNERS SELECTION MIN. 3/16" THK. STL. BRACKETS W/ MIN. 3/8" LAGS TO FASTEN BEAM TO POST, BOTH SIDES HURRICANE CLIP EACH RAFTER TO PLATE CROSS BLOCKING AT POST VENTED ROOF NOTE INSTALL TWO 3" VENT HOLES IN TOP OF EACH BLOCK OR TRIM BLOCK HEIGHT TO LEAVE 2" GAP AT ROOF UNDERSIDE VENTED SOFFITS RAFTER CONNECTION DETAIL-VENTEDEXISTING WALLSTUDSINSTALL METAL FLASHING AT WALLTRANSITION AT VENT STRIPROOF RAFTERP.T. LEDGER BOARDFLASH LEDGER TO WALL AT TOPANCHORED TO EACH WALL STUD W/ 3/8" STEELANCHORS, TWO EACH STUDMIN. 5/8" C.D.X. PLYWOOD SHEATHINGINSTALL GRACE ICE AND WATER SHIELD OVER ENTIRE ROOF SURFACEASPHALT OR METAL ROOF, INSTALLED PER MFG. INSTRUCTIONSSTEEL RAFTER HANGERSIMPSON STRONGTIE 18 GAGE ZMAXRAFTER HANGER, OR EQUIVALENTCUT BECK SHEATHING 1" BEFORE LEDGER FOR VENT STRIPINSTALL SHED ROOF VENT STRIPTYPICAL PRODUCTS INCLUDE SMARTVENT, COR-A-VENT OR OTHERSTRIP VENT PRODUCTS - INSTALL PER MFG. INSTRUCTIONS TYP. DECK STL BEAM W/ TIMBER POST DETAIL 6X6 TIMBER POST STL. BEAM W/ NAILING FLANGES TOP & BOTTOM MAX. 20" OVERHANG MIN. 3/16" THK. STL. BRACKETS W/ MIN. 3/8" LAGS TO FASTEN BEAM TO POST, BOTH SIDES HURRICANE CLIP EACH RAFTER TO PLATE CROSS BLOCKING AT POST P.T. DECK JOISTS EXISTING I-JOIST I-JOIST WALL LEDGER CONN. DETAIL - SECTION VIEW SECOND FLOOR EXT. WALL I-JOIST LEDGER ANCHORING NOTES -INSTALL 36" SISTER FRAMING PLATES TO BOTH SIDES OF THE I-JOIST. -FASTEN BLOCK PLATES TO I-JOIST FLANGES WITH MIN EIGHT (8) FRAMING NAILS EACH SIDE. -ANCHOR LEDGER WITH 1/2" X 5" LONG STEEL LAGS TO JOIST BLOCKING, ONE ANCHOR ON EACH SIDE OF I-JOIST, ALTERNATING TOP AN BOTTOM SEE LEDGER END VIEW DETAIL VIEWS EXISTING FIRST FLOOR WALL DECK FLOOR JOIST SIMPSON LUS ZMAX JOIST HANGER INSTALL 36" SISTER PLATE ON EACH SIDE OF I-JOISTS 36" LONG SISTER PLATE, GLUED AND NAILED IN PLACE DURING FLOOR FRAMING WEB FILLER BLOCK GLUED IN PLACEEXISTING I-JOIST END OUTLINE OF LEDGER BOARD IN FOREGROUND 1/2" STEEL LEDGER ANCHOR, ONE EACH SIDE OF I- JOIST ALTERNATE TOP/BOTTOM I-JOIST WALL LEDGER CONN. DETAIL - END VIEW FLASH OVER AND BEHIND LEDGER TO WATERPROOF WALL FRAMING LEDGER BOARD HELICAL PILE NOTES -HELICAL PILES MAY BE USED IN PLACE OF CONC. PIERS WHERE APPLICABLE -A MINIMUM 2.5" STEEL PILE IS REQUIRED, AND DRIVEN TO THE REQUIRE DEPTH BASED OFF DESIGN LOAD -PILES SHALL INCLUDE FROST SLEEVE REPAIR/REFRAME WALL TO PLUMB/LEVEL DOUBLE TOP PLATE DOUBLE STUD CORNERS 16" O/C STUD FRAMING FIREBLOCK SPANNER EACH BAY WHERE REQUIRED SEE GENERAL SPECS FOR DETAILS 2x4 CONT. LATERAL BRACING @ WEB & BOTTOM CHORD, CONFIGURE IN ACCORDANCE w/TRUSS MANUF. DRAWINGS ROOF TRUSS COMPONENT 2x4 DIAGONAL BRACING 2x4 DIAGONAL BRACING TYPICAL WALL PLAN DETAILS MAY VARY TYPICAL TRUSS BRACING PLAN DETAILS MAY VARY 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD 2X4 S.P.F STUD GRADE NO. 2 OR BETTER FRAMED 16" 0/C W/ BLOCKING SEE GENERAL SPECIFICATION SHEETS FOR FRAMING STANDARDS MIN, 2"X10" HEADERS U.N.O TYPICAL WALL SECTION DETAILS MAY VARY FLOOR JOIST AND RAFTER CONNECTION DETAILEXISTINGWALL STUDSINSTALL HURRICANECLIP AT EACH RAFTERI-JOIST -FULLSPANNEW ROOFRAFTER3/4" T&GSUBFLOORSIMPSON ITS2 I-JOIST STEEL HANGERINSTALL PE RMFG. INSTRUCTIONS2"X12" WALL LEDGERANCHORED W/ 1/2" STL LAGSOR 3/8 GSK LAGS , TWO LAGSEACH WALL STUDEXISTING TRUSSCHORDS ANDRAFTER RAIL - TOBE RETAINED INPLACEEXISTING ROOF TOREMAIN IN PLACENEW RAFTERS TOFULLY BEAR ONEXISTING TOP PLATE EXT. BRICK WALL REPAIR DETAIL TYP. EYEBROW WALL DETAIL EXISTING WALL STUD EYEBROW DETAIL FRAMING -2"X6" FRAMED 16" O/C -2"X6" LEDGER ANCHORED W/ 3/8" LAGS AT EACH WALL STUD -DOUBLE 2"X4" BRACKET SUPPORT AT EACH END, BOXED IN -1/2" PLYWOOD SHEATHING -#15 FELT PAPER -ASPHALT SHINGLES OR EQUIVALENT INSTALLED PER MFG. INSTRUCTIONS ALLUM. FLASHING AT WALL AS REQUIRED FOR WEATHERPROOFING MIN. 2"X4" FRAMED BRACKET OR EQUIVALENT AT EACH END BOXED AND WEATHERPROOFED ANCHORED TO WALL STUD W/ QTY TWO (2) 3/8" LAG SCREWS FLASH AND WEATHERPROOF WALL CONNECTIONS PIT C H S P E CIFIE D O N P R O JE C T P L A N VIE W LENGTH SPECIFIED ON PROJECT PLAN VIEW T YPIC AL HEAD WAL L FLASH IN G AT R OOF TO WAL L IN T ER SECT ION RAFTER LEDGER CONNECTION DETAIL- TYP. EXISTING WALL STUDS OR TRUSSES INSTALL FLASHING AT WALL TRANSITION TO ROOF PLAN ROOF RAFTER P.T. LEDGER BOARD FLASH LEDGER TO WALL AT TOP ANCHORED TO EACH WALL STUD W/ 1/2" STEEL ANCHORS OR EQUIVALENT ANCHORS, TWO ANCHORS EACH WALL STUD MIN. 5/8" C.D.X. PLYWOOD SHEATHING INSTALL GRACE ICE AND WATER SHIELD OVER ENTIRE ROOF SURFACE ASPHALT OR METAL ROOF, INSTALLED PER MFG. INSTRUCTIONS STEEL RAFTER HANGER SIMPSON STRONGTIE 18 GAGE ZMAX RAFTER HANGER, OR EQUIVALENT INSTALL SOLID BLOCKING PLATE BETWEEN TRUSSES AT LEDGER INSTALL MID- SPAN BLOCKING - STAGGERED TYPICAL BEAM AND POST DETAIL MIN. 6"X6" TIMBER POST, WITH POST SLEEVE, STAINED OR PAINTED FOR WEATHERPROOFING INSTALL HURRICANE STRAPS AT EACH JOIST PLATFORM FRAMING NOTES -ALL FRAMING TIMBERS TO BE MINIMUM OF NO. 2 GRADE SPRUCE, PINE, FIR OR BETTER -LOAD BEARING BEAMS SHALL BE FREE OF KNOTS, WARPS AND GENERAL DEFECTS -ALL EXTERIOR FACING TIMBER SHALL BE P.T. OR STAINED OR PAINTED FOR ROT PROTECTION TIE BEAM TO POST W/ SIMPSON POST CAP STEEL TIES W/ MIN FOUR (4) 1/2" STEEL SCREWS ANCHOR POST TO CONC. FOOTING W/ CAST-IN STEEL ANCHOR BRACKET OR W/ MIN. 5/8" STL. ANCHOR BOLT. CONTACT THE ENGINEER FOR QUESTION ON ANCHORING MIN 14", 3,000 PSI CONC. SONOTUBE PIER TO 48" DEPTH, SEE PLAN VIEW FOR REBAR SCHEDULE ALTERNATIVELY: INSTALL A 3" HELICAL PILE WITH STEEL. BRACKET W/ FROST SLEEVE TO MIN 48" DEPTH AND REQUIRED TORQUE FOR DESIGN LOAD SEE PLAN VIEW FOR PIER REQUIRED SIZE SUPPORT BEAM MIN. DOUBLE 2"X10" P.T. No. 2 GRADE OR BETTER U.O.N.- SEE PLAN VIEW FOR BEAM SIZE . SEE PLAN VIEW FOR BEAM SIZE BEAM LOAD SHALL BEAR DIRECTLY OVER POST MAX. 16" BEAM OVERHANG FRAMED JOIST PLATFORM MIN 4" PIER ABOVE GRADE TYPICAL PORCH PIER DETAIL TIMBER MATERIAL NOTES -ALL FRAMING TIMBERS TO BE MINIMUM OF NO. 2 GRADE SPRICE, PINE, FIR OR BETTER -LOAD BEARING BEAMS SHALL BE FREE OF KNOTS, WARPS AND GENERAL DEFECTS -ALL EXTERRIOR FACING TIMBER SHALL BE STAINED OR PAINTED FOR ROT PROTECTION ANCHOR POST TO CONC. FOOTING W/ CAST-IN STEEL ANCHOR BRACKET OR W/ MIN. 5/8" STL. ANCHOR BOLT. CONTACT THE ENGINEER FOR QUESTION ON ANCHORING MIN 12", 3,000 PSI CONC. SONOTUBE PIER TO 48" DEPTH REINFORCE W/ QTY. 3 #4 VERTICAL REBAR OR ALTERNATIVELY INSTALL A 3" HELICAL PILE WITH STEEL. BRACKET W/ FROST SLEEVE TO MIN 48" DEPTH OR REQUIRED TORQUE DEPTH MINIMUM 48" DEPTH TYP. GRADE 1st Floor FLOORPLAN SHEET: SCALE: DRAW IN GS PRO VIDED BY: DES CRIPTION DATE: BY DATE NO . PROJECT DESCRIPTIO N: SHEET TITLE: 189 S. BROADWAY SARATOGA SPRINGS, NY A-3 TISENCHEK 3/8"=1' ENGINEERS APPROVAL: DRAWINGS PLOTT ED ON 11X17 ARE 1/2 SCALE FROM WHAT IS NOT ED IBL ENGINEE RING 5 LORI LANE CLIFTON PARK, NY 12065 518-878-2110 IBLENGINE ERING101@G MAIL.COM TYPICAL DETAILS DN 5040DC 30683068 5040DC5040DC 3068 4068 2068 UP SD 25' 8' 12' 17'-11 1/2" 5' 6' 1'-10" 5'-8 1/2" 5' 12'12' 28" POCKET DOOR ENTRY PORCH PDR. PAN.MECH. KITCHEN DIMS APPROX. KITCHEN LAYOUT PER KITCHEN DESIGN VERIFY BEFORE FRAMING DINING LIVING GARAGE MIRROR LINE FIRST FLOORPLAN SCALE 3/8"=1' NOTE: DIMENSIONS ARE APPROXIMATE AND MAY VARY BASED ON FIELD CONDITIONS FRONT OF HOUSE LAYOUT TO MATCH UNIT #1 C LABEL MTL. INSUL. DOOR W/ SELF CLOSING HRD. PROVIDE STAIRS AND RAILING AS NEEDED PER CODE INSTALL 5/8" TYPE "X" DRYWALL ON CEILINGS AND WALLS 2x12 FLOOR JOIST @ 16" O.C. ABOVE W/MID-SPAN BLOCKING 2x12 FLOOR JOIST @ 16" O.C. ABOVE W/MID-SPAN BLOCKING LOAD BEARING WALL FRAME STEP AND LANDING DOUBLE 2"X8" PORCH BEAM STANDARD 8' WIDE X 7' TALL DOOR DOUBLE 2"X12" HEADER ABOVE 2 HOUR DEMISING WALL SEE WALL DETAIL 2 HOUR DEMISING WALL SEE WALL DETAIL FRAME STAIRS WITH RAILING TO CODE 16 RISERS @ 7.5" MIN 9.5" TREAD DEPTH SEE STAIR DETAIL 9' CEIL HT. 60" SLIDING DOOR INSTALL DOUBLE 10" HEADER ABOVE CONC. FORMED STEPS TO ENTRY LANDING MAX. RISE 8" MIN TREAD DEPTH 9.5" FRAME WOODEN STAIRS TO GRADE WITHRAILINGS TO CODE 2x10 FLOOR JOIST @ 12" O.C. ABOVE FLOATING COUNTER HVAC UNIT 9' CEIL HT. UNIT #1 SINK RM. TOILET RM. FIRST FLOORPLAN SCALE 3/8"=1' NOTE: DIMENSIONS ARE APPROXIMATE AND MAY VARY BASED ON FIELD CONDITIONS FRONT OF BUILDING REAR OF BUILDING UNIT 2-18 IDENTICAL LAYOUTS INSTALL QUADRUPLE 2"X10" ROOF BEAM ON EXISTING POSTS W/ STEEL POST BRACKET - SEE TYP. POST DETAIL FLASH AND BOX/TRIM BEAM BEAM TO MATCH COLUMN GENERAL ROOM RENOVATION NOTES -NON-STRUCTURAL RENOVATION -FURNISHING AND FIXTURES TO BE UPDATED PER OWNERS SELECTION EXISTING FIRE WALL -EXISTING 2 HOUR FIRE WALL TO REMAIN -2"X6" INSULATED WALL W/ TWO LAYERS OF 5/8" DRYWALL EACH SIDE -WALL TO REMAIN AS-IS EXISTING FIRE RATED CEILING -EXISTING 1 HOUR FIRE WALL TO REMAIN -2"X10" FRAMED INSULATED CEILING W/ TWO LAYERS OF 5/8" DRYWALL -CEILING REMAIN AS-IS EXISTING SMOKE ALARM LOCATION -DEVICE TO BE REPLACED WITH NEW DEVICE -WIRED AND INTERCONNECTED -WITH BATTERY BACKUP CHANGE NOTE CHANGE DOOR SWING NOTE: COUNTERTOPS TO BE UPDATED FLOORPLAN SHEET: SCALE: DRAW IN GS PRO VIDED BY: DES CRIPTION DATE: BY DATE NO . PROJECT DESCRIPTIO N: SHEET TITLE: 189 S. BROADWAY SARATOGA SPRINGS, NY A-4 TISENCHEK 3/8"=1' ENGINEERS APPROVAL: DRAWINGS PLOTT ED ON 11X17 ARE 1/2 SCALE FROM WHAT IS NOT ED IBL ENGINEE RING 5 LORI LANE CLIFTON PARK, NY 12065 518-878-2110 IBLENGINE ERING101@G MAIL.COM TYP. ROOM FLOORPLAN 20'-6"20'-6"40'-2"40'-2" 121'-4" 35' 2' 26'40'26' 1' 1' 1' ROOF PLAN SCALE 1" = 4' NOTE: DIMENSIONS ARE APPROXIMATE AND MAY VARY BASED ON FIELD CONDITIONS REAR FRONT 4:12 PITCH (EXISTING) 4:12 PITCH (EXISTING) 3 1/2 :12 PITCH 5 :12 PITCH 5 :12 PITCH5 :12 PITCH 5 :12 PITCH 3 1/2 :12 PITCH OVERFRAMING FRAMING NOTE -FRAME RAFTERS AS INDICATED ON PLAN -2"X12" RIDGE BOARD -5/8" O.S.B. SHEATHING -#15 FELT PAPER -ICE AND WATER SHIELD WITHIN 36" OF EAVES AND VALLEYS -INSTALL RIDGE VENT AT RIDGE -30 YR. ASPHALT SHINGLE INSTALLED TO PER. MFG. INSTRUCTIONS DOTTED OUTLINE OF EXISTING ROOF PLANE ATTIC WALL FRAMING NOTE -FRAME 2"X4" END WALL @ 16" O/C -7/16" O.S.B. SHEATHING W/ HOUSEWRAP -LP SMART SIDING OR EQUIVALENT -FLASH WALL AT ROOF PLAN INTERSECTION AS REQUIRED -INSTALL 16"X16" GABLE VENT (LARGE GABLE), AND 12"X12" GABLE VENT AT SMALL GABLES 2"X12" RAFTERS @ 16" O/C 2"X12" RAFTERS @ 16" O/C 2"X10" RAFTERS @ 24" O/C 2"X10" RAFTERS @ 24" O/C2"X10" RAFTERS @ 24" O/C 2"X10" RAFTERS @ 24" O/C FOUNDATION PLAN SHEET: SCALE: DRAW IN GS PRO VIDED BY: DES CRIPTION DATE: BY DATE NO . PROJECT DESCRIPTIO N: SHEET TITLE: 189 S. BROADWAY SARATOGA SPRINGS, NY A-5 TISENCHEK 3/8"=1' ENGINEERS APPROVAL: DRAWINGS PLOT TED ON 11X17 ARE 1/2 SCALE FROM WHAT IS NOTED IBL ENGINEE RING 5 LORI LANE CLIFTON PARK, NY 12065 518-878-2110 IBLENGINE ERING101@G MAIL.COM ROOF PLAN: MAIN BUILDING FRONT ELEVATION SCALE 1" = 6" WINDOW SCHEDULE SHEET: SCALE: DRAW IN GS PRO VIDED BY: DES CRIPTION DATE: BY DATE NO . PROJECT DESCRIPTIO N: SHEET TITLE: 189 S. BROADWAY SARATOGA SPRINGS, NY A-6 TISENCHEK NA ENGINEERS APPROVAL: DRAWINGS PLOTT ED ON 11X17 ARE 1/2 SCALE FROM WHAT IS NOT ED IBL ENGINEE RING 5 LORI LANE CLIFTON PARK, NY 12065 518-878-2110 IBLENGINE ERING101@G MAIL.COM ELEVATION VIEWS : MAIN BUILDING NEW GABLES TO BE FRAMED ON EXISTING ROOF PLANE 75'-2" 40' 20'20' 4:12 PITCH (EXISTING) 4:12 PITCH (EXISTING) 3 1/2 :12 PITCH 3 1/2 :12 PITCH GABLE FRAMING NOTE -FRAME 2"X12" GABLE RAFTERS @ 16" O/C -2"X12" RIDGE BOARD -5/8" O.S.B. SHEATHING -#15 FELT PAPER -ICE AND WATER SHIELD WITHIN 36" OF EAVES AND VALLEYS -INSTALL RIDGE VENT AT RIDGE -30 YR. ASPHALT SHINGLE INSTALLED TO PER. MFG. INSTRUCTIONS ATTIC WALL FRAMING NOTE -FRAME 2"X4" END WALL @ 16" O/C -7/16" O.S.B. SHEATHING W/ HOUSEWRAP -LP SMART SIDING OR EQUIVALENT -FLASH WALL AT ROOF PLAN INTERSECTION AS REQUIRED -INSTALL 16"X16" GABLE VENT (LARGE GABLE), AND 12"X12" GABLE VENT AT SMALL GABLES DOTTED OUTLINE OF EXISTING ROOF PLANE ROOF PLAN SCALE 1" = 4' NOTE: DIMENSIONS ARE APPROXIMATE AND MAY VARY BASED ON FIELD CONDITIONS FRONT ELEVATION SCALE 1" = 6" ELEVATIONS SHEET: SCALE: DRAW IN GS PRO VIDED BY: DES CRIPTION DATE: BY DATE NO . PROJECT DESCRIPTIO N: SHEET TITLE: 189 S. BROADWAY SARATOGA SPRINGS, NY A-7 TISENCHEK 12/30/25 ENGINEERS APPROVAL: DRAWINGS PLOTT ED ON 11X17 ARE 1/2 SCALE FROM WHAT IS NOT ED IBL ENGINEE RING 5 LORI LANE CLIFTON PARK, NY 12065 518-878-2110 IBLENGINE ERING101@G MAIL.COM ROOF PLAN: SMALL BUILDING Saratoga 189 S January 13, 2026 Design Development Deck Existing Conditions Exterior 2 Existing Conditions 3 Bedroom Existing Conditions 4 Restroom Exterior View Material Notes 1 1 1 1 1 1 Finish Selections Door: Benjamin Moore Holiday Wreath 447 Trim: Benjamin Moore Black Panther 2125-10 Brick: Clean 5 1 3 2 1 2 3 Exterior View Finish Selections 6 Inspiration Moody Cigar Lounge Channels a moody cigar lounge vibe with rich walnut tones, deep olive and cognac accents, and warm brass details, so the room feels intimate, elevated, and timeless. Layered textures (woven seating, tailored upholstery, and refined millwork) create a boutique, club-like atmosphere that nods to Saratoga’s classic sophistication while still feeling fresh and modern. 7 Concept 1 Woven-Back Desk Chair Preliminary Furniture 8 Leather Headboard Wall SconceLeather Accent ChairFloor Lamp Concept 1 Desk Lamp Woven-Back Desk Chair Preliminary Furniture 9 Concept 1 Leather Headboard Wall Sconce Floor Lamp Desk Lamp Leather Accent Chair CustomFurniture Overall: 168"W x 24"D x 72"H Closet w/ Luggage Bench, StorageCloset w/ 2-Drawers, Media Console wFridge Cabinet, Attached Desk. 10 Bedroom View 1 11 King Room Bedroom View 2 12 King Room Bedroom View 1 13 Double Room Bedroom View 2 Double Room 14 Restroom View 153 Concept 1 THANK YOU!