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HomeMy WebLinkAbout50244-Z of souryolo Town of Southold * * P.O. Box 1179 io 53095 Main Rd 01't0UNV� F Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: '45754 Date: 12/16/2024 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 1220 Silvermere Rd Greenport,NY 11944 Sec/Block/Lot: 47.-2-13 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 12/19/2023 Pursuant to which Building Permit No. 50244 and dated: 01/23/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: self-closing fire-rated door between motel units 26 and 27 as applied for. (Maintain proper self-closing operation) The certificate is issued to: Silver Sands Hldgs I LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: tho ized i ature ��o�SofFoc,t�a TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "o • SOUTHOLD, NY y'yo� �ap� 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#: 50244 Date: 1/23/2024 Permission is hereby granted to: Silver Sands Hldgs I LLC c/o Alexander Perros 19215 Soundview Ave Southold, NY 11971 To: (Units 26 & 27) install a self-closing fire-rated door between motel units as applied for. At premises located at: 1220 Silvermere Rd, Greenport SCTM #473889 Sec/Block/Lot#47.-2-13 Pursuant to application dated 12/19/2023 and approved by the Building Inspector. To expire on 7/24/2025. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $300.00 CO-COMMERCIAL $100.00 Total: $400.00 Building Inspector SOUTh�� . # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 .o-i..qq INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [✓(FI L [ ] FIREPLACE & CHIMNEY [ IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: a-v ONWo, �m a/-, �;#[, DATE X> INSPECTO FIELD INSPECTION REPORT DATE COMMENTS, �►o FOUNDATION(IST) 41 H ------------------------------------ j FOUNDATION(2ND) O z. G ROUGH FRAMING& c o H PLUMBING • � . ce N c� u G� � r r INSULATION PER N.Y. y STATE ENERGY CODE klk .r FINAL ADDITIONAL,COMMENTS Od°•% o z . � rn 1 0 z H . W ►d H n � ,�SUFF TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631)765-9502 hgps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT r� � r •4� '_• , + or Office Use Only , % '* -'`(-v � Li/ PERMIT NO. Building Inspector: DEC 1 _ 9 2023 Applications and forms must.be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. •r. ,, „r t 5: i 1 Date:December 18, 2023 OWNER(S)OF PROPERTY: Name:SILVER SANDS HOLD INGS_I,_LLC SCTM#1000-47-2-13 Project Address:1220_.SILVERMEREROAD,.GREEN PORT, NY 11944 Phone#:917-318-0027 F7iI:ALEX@SILVERSANDSMOTEL.COM Mailing Address: SILVERMERE ROAD,_GREENPORT, NY 11944 �—___ _ CONTACT PERSON: Name:ALEXANDER PERROS Mailing Address:19215 SOUNDVIEW AVENUE Phone#:917-318-0027 Email:ALEX@SILVERSANDSMOTEL.COM DESIGN PROFESSIONAL INFORMATION: Name:N.J. MAZZAFERRO, P.E. Mailing Address:PO BOX 57, GREENPORT,_NY 11944_ Phone#:(516) 457-5596 Email:nickmazzaferro@verizon.net CONTRACTOR INFORMATION: Name:HIGHLAND PEAK GROUP, LLC Mailing Address:19215 SOUNDVIEW AVENUE,ySOUTHOLD, NY 11971 Phone#:917-318-0027 Email:ALEX@SILVERSANDS-MOTEL.COM DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition BAlteration ❑Repair ❑Demolition Estimated Cost of Project: D Other Add fire-rated door between rooms $$2,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: Intended use of proper ' ----------------RR-- -------------- --------- -- -- --- -- ty:Translent�.ousing— Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 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 building(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(print name):Alexander Perros ❑Authorized Agent IgOwner Signature of Applicant: Date: STATE OF NEW YORK) CONNIE D.BUNCH Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF SUFFOI_K ) Qualified in Suffolk County Commission Expires April 14,2b�L( being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contr t)above named, (S)he is theOWNER (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 OL day of December :2e18 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date ALEXANDER PERROS Print Owner's Name 2 KM GENERAL NOTES: - � ,,�- :, .. ; SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes:A C T 0 R T E S1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF "EIU-L� ' - Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. _ o - �'I 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fi-/Larch #2 or better. %;% Ijl -q „r� GENERAL NOTES: -, 2. FIRE SAFETY: TT� 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES LLC 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A , CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design o consulting PRACTICES. 2 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFOPE COPS IENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF o. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH P0,Box 1675 phone: 1631i 433 9034 � BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonCne.nef ; 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SH,-',LL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS, Kehl Design Assodates,LLC o formerly DAKAssociates,LLC 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC, No part thereof shall be ! OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection 6. a. Framing Lumber: DF (north) No. 2 or better with any work or project other than for which A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• Fb - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. REV. THE DEPARTMENT CF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 0 AP ROVED AS NOTED 8 Laminated Veneer Lumber (LVL): ACCUMULATION. ELECTRICAL WORK `_HALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. . 03- THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 031305-23 23 DATE' B.R Fv = 285 PSI s �-, 4. NOISE AFTER HOURS: FEE BY: � THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, NOTIFY BUILDING DEPARTMENTAT I 10. B. EXCEPT LEGAL HOLIDAYS. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE 631-765-1802 EIAMTO4PM FOR THE ALL PIPING AND WIRING SHALL BE R-MOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. FOLLOWING INSPECTIONS: 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 1. FOUNDATION-TWO REQUIRED ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. FOR POURED CONCRETE OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 2. ROUGH-FRAMING&PLUMBING' WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 3. INSULATION 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. 4. FINAL-CONSTRUCTION MUST THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS BE COMPLETE FOR C.O. RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES ALL CONSTRUCTION SHALL MEET TIE 13. IREMENTSOFTHECODESOF ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT EQUNW THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE REQUIREMENTS STATE. NOT RESPONSIBLE IF R HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. YORK 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE DESIGN OR CONSTRUCTON ERRORS THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, ALTERATION LEVEL- #2 AS PER THE 2020 EXISTING BUILDING CODE OF NEW YORKn OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. COMMERICAL CONSTRUCTION DETAILS- 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION I # CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE. t CHCUtID WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE NEW YORK STATE LOtn SPEED (mph). CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL Q I 25 lbs/sqft 130 (mph) C SEVERE 3'-p" MODERATE TO HEAVY ISLIGHT TO MODERATE 11 degrees I YES 1984/1998 C 4A 4A 2018 International Energy Conservation Code (IECC) g a COMMERCIAL CONSTRUCTION DETAILS FNE a� TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS L , AND MINIMUM P�� Y CONCENTRATED LIVE LOADS SECTION C503 ALTERATIONS COMPLY WITH ALL CODES OF DESIGN CRITERIA ALL CONSTRUCTION TO CONFORM TO - ASCE STANDARD NEWYORKSTATE &TOWNC DES r PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONCENTRATED 1� v w LOADS (psf) (Pounds) (S E I/AS C E 7-2 2) 1 C503.1 General AS REQUIRED AND CONDI NS 0� `� z " � 9. Dining Rooms and Restaurants loom Alterations to an buildingor structure shall comply with the requirements of this section w USES(s) AND OCCUPANCY CLASSIFICATIOfV(s) Y P Y q SOUTHOLDTO r ZBA �2s ACCESSIBILITY C 0 N S T R U C TI O N DETAILS C503 and the code of the new construction. Alterations shall be such that the existing Sono OtiWPLV P"►'GEO"� USE OCCUPANCY 10. Dwellings (see Residential) building or structure is not less conforming to the provisions of this code than the ROFess',oNP�' 25. Residential ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION existing building Or structure was prior to the alteration. Alterations to on existing SO LDTOWNTRUSTEES RESORT / RESIDENTIAL R-1 (MOTEL) IN , ,DEC I TO CONFORM TO 2009 Al 17. 1 building, building system or portion thereof shall conform to the provisions of this code OUMOLDHPC YPE of CONS-RUCTION (CHAPTER 6) ONE-AND-TWO FAMILY DWELLINGS as those provisions relate to new construction without requiring the unaltered portions of i the existingbuildingor building system to comply with this code. Alterations shall not SCND TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE 10 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY CONSERVATION CONSTRUCTION g y P y create an unsafe or hazardous condition or overload existing building systems. Acceptance of these drawings does not authorize the right to V B UNINHABITABLE ATTICS WITH LIMITED STORAGE 1'J'K 20 CODE OF NEW YORK STATE (2020 ECCCNYS), BASED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY build withoutthe authorization of local governing agencies, such k CONSERVATION CODE AND ASHRAE 90.1-2016 EXCEPTIONS: The following alterations need not comply with the requirements for new as Suffolk County Dept,of Health Services, Town Building HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING AREAS 30 PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENERGY EFFICIENCY,AS PER THE construction provided f the building IS not increased: '' F r r-) Departments, DEC, FEMA, etc. Verify all conditions, codes, and that the energy PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEV,INTION CONSTRUCTION CODE OF NEW YORK P gy use o g ��'' �PA V d Q� requirements with such agencies prior to construction. HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES (NY)TABLE C402.1.3 a,i 1. Storm windows Installed over existing fenestration. USE IS UNLAWFUL PROJECT: OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM RECUIREMENTS R-VALUE METHOD �l'/ I .� HEIGHT LUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 ABOVE WALLS BELOW SLAB-ON-GRADE OPAQ1JE 1 2, Surfaced applied window film Installed on existing Single pone fenestration 1T1 TOUT CERTIi FICA THE VERTICAL DISTANCE ROM GRADE CLIMATE ROOFS RADE GRADE FLOORS PLANE TO THE AVERAGE HEIGHT OF m ZONE ATTICS AND WOOD FRAMED WALLS BELOW JOIST/ OPAQUE FIXED OPERABLE ENTRANCE assemblies reducing Solar heat gain, provided that the code does not 4� V S-W� a ^ 7" be'"^.THE HIGHEST F:OOF SURFACE 3 STORY 4EXCEPTOTHER AND OTHER GRADEa FRAMING DOORi FENESTRATION FENESTRATION DOOR re uire the lazin or fenestration to be re laced. OCCUF�' ! ' t LNE R � k. f" UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 UNHEATED SLABS q glazing p =12'-1' AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 I 2020 BUILDING CODE OF NEW YORK MARINE R13 R-10FOR24" U-FACTOR U-FACTOR U-FACTOR 3. Existing ceiling, wall Or floor CaVItIeS exposed during construction, provided R-38 R-3.8 ci R-7.5 R-30 R-4.7i GROUP R OR R-20 ST E BELOW 0.38 0.45 0.77 that these Cavities are filled with insulation. 4. Construction where the existing roof, wall or floor cavity is not exposed. i. UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN SHGC SHGC SHGC p� PF<0.2 PF<0.2 PF<0.2 5. Roof recovered. F TOTAL HEIGHT FROM RIDGE TO GRADE 15, THE JOISTS AND RAFTERS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE (NY)TABLE C402.4 ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED 0.36 0.36 0.36 6. Air barriers Shall not be required and roof replacement FIREiINISPECTION., . 1220 SILVERI'�ERE ROAD r RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE BUILDING ENVELOPE FENESTRATION MAXIMUM SHGC SHGC SHGC Where the alterations or renovations to the buildingd0 not include REQU°RED BEFORE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE U-FACTOR AND SHGC REQUIREMENTS 0.2<PF<0.50.2<PF<0.50.2<PF<0.5 OPENING GREENPORT, NY 112ff LOAD REQUIREMENTS. CLIMATE ZONE 4 0.43 0.43 0.43 alterations, renovations or repairs to the remainder Of the building envelope. LUMBER SPECIES AND GRADE UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN VERTICAL FENESTRATE J U-FACTOR PFG0.5 PFG0.5 PFG0.5 BUILDING 26 & 27 THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH ##2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED FIXED 0.58 0.58 0.58 RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF FENESTRATION 0.38 THE TRUSSES. SCTM # 1000-47-02-13 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE ##2 AND BETTER OPERABLE 0.45 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM FENESTRATION ALL COMBINATION SMOKE DETECTORS DRAWING 111LL: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: ENTRADOORNCE 077 AND CARBON MONOXIDE DETECTORS i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY SHGC ARE TO BE CONNECTED WITH A CENTRAL 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS SHGC GENERAL NOTE S THAN 30 INCHES. PF<0.2 0.36 MONITORING STATION AND TO BE AREAS OF STRUCTURE ii. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS SHGC MONITORED CONSTANTLY A S PER THE VERTICAL IN 12 UNITS HORIZONTAL. 0.2<PF<0.5 0.43 NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A - 2020 BUILDING CODE OF NEW YORK STATE NEW FINISHED BASEMENT NA UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. SHGC (VOTES: EX. BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED PFz0.5 0.43 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX FIRST FLOOR 642 SF TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS. pF = PROJECTION FACTOR DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA i ---------------- PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA FOLD CONDITIONS AND DIMEIISIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE UTILITY SHED 14 SF m. LIVE LOAD REDUCTION IS NOT PERMITTED. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPOil COMMENTS [10T NEW BALCONY NA FOIRMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LOFT NA ATTIC HOUSE a NA AL: DATE: ATTIC (HOUSE)(b) NA SEPTEMBER, 09 2022 NEW GARAGE ADDITION NA PROJECT NO: ATTIC (GARAGE)(a) NA 1135-2022 X. UTILITY ROOM NA DRAWN BY: EX. SCREENED PORCHES NA K EX. OUTDOOR SHOWER NA EXISTING DECK NA CHECKED BY: NEW DECK NA COVERED NEW DECK NA SHLLI NUMBER: EX COVERED FRONT PORCH NA © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. COVERED ENTRANCE NA ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED POOL HOUSE CABANA NA UNDER FEDERAL COPYRIGHT LAW, G1 ACCESSORY STRUCTURE NA PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. (a) WITHOUT STORAGE ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF a NUM 0 (b) WITH STORAGE KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHL DESIGN•ASSOCIATES, LLC PROOF OF PURCHASE. SIMPSON STRONG— TE CONNECTORS — SPECIFIED FOR CONSTRUCTION :;= j USE A MINIMUM OF a '' TWO 8d NAILS THIS M T S 2 0 L T S 2 0 DOUG-FIR LARCH SO. PINE UPLIFT SIDE OF TRUSS. PROVIDE (1) HGA10KT ON , n ' f ALLOWABLE LOADS 2 LOAD - _ FASTENERS SIDE OF CEILING JOIST [L LATERAL WITH TOTAL FOUR , 0 j MODEL GA UPLIFT UPLIFT r' CODE AND ON SIDE OF RAFTER - (133/160) Sdx12 8d NAILS NO TO AVG REF. RAFTERS TO TO ULT. NAILS INTO TRUSS. / PLATES STUDS (133) (160) F F2 (133& 0° / TRUSS STU '- �' j III P Is' 'flyk�� - =�== SIMPSON ! ucE1iIA �� I NOTE: REFER TO SIMPSON WOOD CONSTRUCTION m TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES LLC T ' PROPER INSTALLATION PROCEDURES j residential & commercial design o consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 / DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER TWO e ART "x12 f AVG CODE ° ° P0.Box 1615 phone: (631)433-9084 ' 8d NAILS o � ,° •• e MODEL GA 2 INTO / NO. MAX. CLEAR ULT. LFTA LFTA REF. PLATES Southold,New York 11971 E-Mail: ssbn654@opfonllne.net WIDTHSPAN L QTY DIA 1}" 2" 2�" 3" 31" 11" 2" 2�" 3 3}" ° EIGHT S P 4 9 8d NAILS INTO Kehl Design Associates,LLC o former) D A K Associates,LLC LFTA 16 214" 17" 381"16-10d — 4200 1205 1400 5, 44, 85 STUD --- .. Y 2 DOUG-FIR LARCH / S0. PINE OWNERSHIP & USE OF DOCUMENTS: FASTENERS ALLOWABLE UPLIFT LOADS 0 MODEL L AVG 10d 10d x 1�" CODE These drawings and specifications including the NO. 10d 10d x 1 4" ULT REF. LFTA LSTA21 °° ideas, design and arrangements represented (133 / 160) (133) (160) ° therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be ° ° Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 , °° °, HGA10 with any work or project other than for which MTS20 20 14-10d 14-10d x 1 3116 1000 840 1000 3, 41, 126 ARTJ'x12 ° °° DETAIL "K11 they have been prepared without written consent. ° LST20 20 12-10d 12-10d x 112" 2383 775 720 720 3, 41 00 _ R EV. G"W DETAIL "Ell �sTu 8"- COUPLER NUT DOUG-FIR-LARCH Equal number of °° SIMPSON 02-27-23 TYPE OF DIRECTION SO. PINE CODE MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. specified nails in °° TAKE—UP WASHER 03-05-23 TION FLOOR ROOF (133/ each end 03-13-23 N0 (100) (125) 160 I Simpson Strong—Tie G 515 645 670 S16 ART-"x 12 LTP4 5 J 515 645 670 6, 39, 97 ' DETAIL "H" ! H 515 645 670 f, MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN t HOLDOWN DEFLECTION ART 'x12 STUD DEFLECTION CODE MODEL AVG LENGTH OF BOLT 2.3 AT HIGHEST REF. MACHINE AT HIGHEST ULT. IN VERTICAL WOOD MEMBER ALLOWABLE N0. gASE BODY a DA A" BOLTS ALLOWABLE LOAD DESIGN ®o GA GA HB SB W H B SO CL DESIGN OTY DIA 1�" 2" 2J" 3" 31- 54" LOAD THE SILAIPEDT OFF ° o 0 0 HD2A 15 2 4 2�" 2 " 8" 2�' 1� 2 12150 1555 2055 2565 2775 2775 2760 0,058 0.077 2, 43, 82 ° 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS o AVG / NO. W L STD PLATE U ULT. (133)z DF SP CODE (160)z REF. SP4 3 71" 6-10d x 12" 2917 735 885 7, 40, 127 I 4i 9 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 0 q 0 WORK NOTES: g N0. CA W L NAILS FLOOR100 (133) (160) REF, 0 LSTA21 20 1 21 - d 905 1 1205 1 1295 7, 40, 90 010 4 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE M a OD GA FLOOR REF. W L NAILS 100 (133 (160 > ) Simpson Strong—Tie STU " MSTA24 18 11", 24 1 - d 1025 1370 1640 7, 40, 90 8 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE r� 4 L: 4 SIMPSON L SPACING REF. HDLA ��P�E F Nfwro NO. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc TAKE-UP WASHER P5 .Mq� OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 21�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 �>t D;MENSIO"JS FASTENERS DN. -F R LARCH PIN A WA NOTED. F^.ILURE TO COMPLY WITH ALL NOTES o MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION W H N0. GA B ULT.HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" 10d 16d (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. 2s LUS46 18 3 4J" 2 — 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL IL "I" CN W— �� �� 0 7&16 HUS210-2 14 3� 9, 2 8-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 ART 'x12 [� COUPLER NUT �OFESSIONP,� D -FIR ARCH SO PINE ALLOWABLE A STU 8 MODEL FASTENERS UPLIFT LATERAL CODE A I NO G/ UPLIFT (133/160) REF. SIMPSON TAKE—UP WASHER ULT. 9 i TO RAFTERS TO PLATES TO STUDS (133) (16D) F F2 160 4 i HGAlOY.T 14 4-SDS "x1 4--SDSJ"x3" 1523 435 435 1165 940 Acceptance of these drawings does not authorize the right to build withoutthe authorization of local governing agencies, such as Suffolk County Dept.of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and USE A MINIVI M OF SIP 4 p y TWD 8d NAILS THIS CNW- requirements With such agencies prior to Construction. SIDE OF TRUSS. /COUPLER NUT TOTAL FOUR /° • O • SE A MINIMUM OF !/ S P 4 PROJECT: Sd NAILS TWO 8d NAILS THIS 55 LSTA21 SIMPSON 8" ANCHOR BOLTS INTO TRUSS SIDE OF TRUSS. MTS16 MTS16 SI SIMPSON TOTAL FOUR /. D o °°°°o TAKE-UP WASHER 6d NAILS HD2A Strong—Tie LSTA21 INTO TRUSS. HUS210-217It r; a .� u a ITWO ° ° - _ F1 8qT,JAILS o i PLATSTWO° 1220 SILVERW.ERE RO;",D INTO LS INTO ° , iGREENPORT, ICY 11 Q Sd NAILS 7 STUD Simpson Strong-Tie PLAOTES op° DETAIL "A" i H7 EIGHT-- ' DETAIL D DETAIL G DETAIL "J" BUILDING 26 & 27 8d NAILS ® n " n n INTO 'p 4 STUD Simpson Strong-Tie H7 Simpson Strong—Tie LFTA ROD SYSTEM DETAIL "L" SCTM # 1000-47-02-13 LFTA LFTA °°°°° Ridge Strapping 'DRAWING TITLE: 0000 LSTA30 NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS ° gP ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD 0 °° ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 00 3'• THROUGH ROOF V-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS sr FLOOR I c V-0" DEEP POOL x 8' DIA. = 42.25cu.ft.p vertical ft per verticaler / STRONG-TIE DETAILS 3. 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft.3 / ROOF DRAINAGE EXISTING 3 ROOF AREA = 738 sq/ft CALCULATIONS AND LTP4 V = A X R X c PLUMBING RISER DIAGRAM GUEST BATHROOM 2 ' 3" EXISTING A = 738 sq/ft LTP4 MASTER BATHROOM LTP4 3 2 3 2 2 , 3" R = 2" RAINFALL = .17 ft "C" C = COEFF. = 1.0 NOTES: DETAIL FLOOR 2 2 2' V = 738 X 1 x ,166667 = 123 C.F. st FLOOR THESE PLAINS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ' 3• ' 3.. 2 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, IIIFRINGEMENTS WILL BE Simpson Strong—Tie 3 3' 3 3,• PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 3 ABOVE GRADE e' FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE Ridge Strapping 4�_0 123 / 42.25 VERTICAL FT. / FT = 2.91 V.F. DESIGN PR;OFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 DETAIL B Floor—to—Floor Connections �.0, LTP4 Detail c 3 3 3 TO SCWA APPROVED USE (1) 8' DIA. POOL 3-0' DEEP = 3.0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong-Tie PLUMBING RISER DIAGRAM (NTS) SEWER SYSTEM OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Floor Connections 123 / 22.3 VERTICAL FT. / FT = 5.52 V.F. SEAL: DATE: USE 2 6' DIA. POOL 3'-0" DEEP = 6 V.F. SEPTEMBER, 09 2022 PROJECT NO: ALL SIMPSON ERTO HANGERS HAVE BEEN CERTIFIED BY AN COMMERCIAL_ CONSTRUCTION DETAILS ) ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOLS TO BE PLACED ON OPPOSITE SIDE OF DRAWN BY135-2022 ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF HOUSE AND/OR LEADERS TO BE PIPED TO BDK NEW YO K STATE POOLS (1/2 OF THE ROOF TO DRAIN TO EACH CHECKED BY: NO SUBSTITUTIONS COMMERCIAL CONSTRUCTION DETAILS POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC SHEET NUMBER: AEI framing hardware shown on these plans, SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). unless otherwise indicated, is Simpson Strong—Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD No substitutions are approved or authorized. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA G 2 Due to the relationships of framing hardware to (SEI/ASCE 7-22) WHERE TRAFFIC IS TO BE PRESENT. the other components of the structure, any framing DOB NUMBER: OF AC C ES S B � TY CONSTRUCTION / D ETAI LS hardr�are substitutions will render these plans null and void, and will result in the installer/contractor IF A MULTIPLE POOL SYSTEM IS USED AROUND THE assuming responsibility for the design and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL performance of the entire system. TO CONFORM TO 2009 Al 17. 1 BE DIVERTED TO EACH POOL. © °DESIGN°AssoctATes, LLB 41 —64 4 —75 i g r,IN A H G D KEHL DESIGN ASSOCIATES LLC A B �: C D � 01 01 _ 1 residential & commercial design o consults Z01 201 ;N Ol 01 01 . � g g OV I I 20210 210210 210210 I P0,Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net i 24"x 36° 36"x 36" 36 x 36 DBL Hun DBL Hung DBL Hung � Replaced with Replaced with Replaced with 244DH3030 244DH3030 244DH3030 4" "4 4„ 4" 10 —3� 15'-5 2, —4" 3 ' i - --J L___J L—— —————————————— ———————————— Kehl Design Associates,LLC o formerly D A K Associates,LLC -8'-5" 4 -- "� 1" I ------ --------� ---------------------------- -- I OWNERSHIP & USE OF DOCUMENTS: No� 5� I :� r--- c -------� I X,n BATH ' i � IThese drawings and specifications including the N 8„ I c c I I ideas, design and arrangements represented Ex. 2" PC. Slab o 0therein, are the ro ert of KEHL DESIGN N ,,� Ex. 2" PC. Slob 3 Ex 2" PC. Slab o Ex. 2" PC. Slab P P Y i� N 2 -3g 3o P E — ASSOCIATES, LLC. No part thereof shall be n��n " BATH -� �= vo 4„ I '� U U 4" copied, disclosed to others or used in connection t om oo I I o o ,° with any work or project other than for which = sink BEDROOM BEDROOM -7�'" No vN I ,,, I- ,,, 1„ , , , I they have been prepared without written consent. o0 Ln co i i„ 0 1 —44 U —4a —44 U 7'-02 7'-02 7'-02 — 2't 7q" ,„ /-c rj2 I I ° Existing Existing o Existing Existing Mao 3z DE OR oo I Co 8" CMU. Pier 8' CMU. Pier CD 8" CMU. Pier 8" CMU. Pier I �- co/Bo ni't I EX.'_ 2x8 @� EX. 3 2x8_ _ EX. 3 2x8 - _ _EX. 3 2x8 `n 1 1 I REV. c� `N I _ lZ) _ ( ) ( ) _ ( ) ° ( ) _ _ D EX.(3)2x8 r7 11-25-19 DE oR a - Girder Girder Girder L EX. 3 2x8 0 Girder I d — I Ln Girder 0 Girder - — 03-01-23 a a- o SITTING 514��5'-71 o� .3o I i o° 0 1 CO 03-06-23 AREA _ _ v I ° Existing Existing °c a _o X = I g g Existing Existing I oIn a o ,o o I L 2'-0"x2'-D"x1'-D" 2'-0"z2'-0"zl'-0" 2'-0"z2'-0"x1'-0" co 2'-0"z2'-0"xl'-D" o o J U SITTING "M o )N :Iro i 1 o Concrete Footing Concrete Footing o Concrete Footing c� Concrete Footing N 1 I FIRE AREA a i I co Co Ex. 2" PC. Slab w Ex. 2" PC. Slab w EXT I 1 —————— �-————————— —————— J Ex 2"PC. Slob X Ex. 2" PC. Slab x I T) 19'-04" 210310 210310 3068 Door :� N-F-0 II LLJ LdFIRE 36"x 48" 36"x 48" IIEXT (VI DBL Hung DBL Hung 10 QP —1 I r — ——————— Replaced with Replaced with � I I <t 1 CN --- ------------------ ---- 8„ 8„ Lo 244DH3040 244DH3040 O N 210310 3068 210310 1 �4„ 4,. 4„ 4„ c1 N 36"x 48" 36% 80" 36 48" 48" _ I �_J DBL Hung Door DBL Hung L---- ------ ----------- ------J Replaced with Replaced with I I 244DH3040 244DH3040 LL — ———_J I J-4 L4 Ile- WORK NOTES: L-4' 14„ -44„ 5 -4„ -04„ _91" 7'-.31 7,_g, 19'-84" 21'-91" �4' 41'-6a„ 19 -84„ 21'-92" EXISTING FLOOR PLAN UNIT 26 & 27 41 .64„ SCALE: 1/4" = 1'_O" EXISTING FOUNDATION PLAN Ear � � F 1_0' SCALE: 1/4"= V-0" PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE ` ci ALL HEADERS ARE TO BE (2)1 4"X 7"' LVL `�,o No (UNLESS OTHERWISE NOTED) 1'-64" �OFESSI01A -78" —4$„ 22'-3R" —2$" NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 BUILDING CODE OF NEW YORK STATE Acceptance of these drawings does not authorize the right to A B C D build without the authorization of local governing agencies, such NOTES: 01 01 01 �7 01 as Suffolk County Dept. of Health Services, Town Building m Provide Insulation Baffles as required at Soffit Departments, DEC, FEMA, etc. Verify all conditions, codes, and Locations to Provide for proper attic ventilation 10 requirements with such agencies prior to construction. Provide R-49 Insulation in all Flat Ceilings as per 20210 210210 21x 36 ® g P 24'x 36" 36"x 36" 36"x 36" 2018 ICCC International Energy Conservation Code DBL Hung DBL Hung DBL Hung Replaced with Replaced with Replaced with PROJECT: 0 Ice and Water Shield to be used Beneath any damaged roof 244DH3030 244DH3030 244DH3030 shingles or areas of repair on the roof N °" Provide Simpson Tydown or Hurricane Strapping to the rafters 8 —5 10'-34" 15'-5" 2, —4" 32" at all locations of the Interior that are Exposed during the =� 'a a; 51 removal of mold or deteriorated interior surfaces N N N - ® Provide 1x6 Azek or Equal to all locations of the fascics That I BATH 1„ .,,,. N 32 n are repaired due to Mold or Deterioration. I � ^N 1 0 Blue Skin house Wrop or Equal to be Used Under Siding for Ail 3' " I ��2'-3� Locations Repaired i " ID BATH � o== 1220 SILVERS ERE BOA® o =� Sink BEDROOM BEDROOM -72" " No ® Remove and Replace any Insulation that shows signs of mold 00 1„ I �, co Bo 1 CD G R E E PORT Y 1 ' or deterioration wifh R-15 Insulation Ala 2 �74 3Z" �, DE /aoR 52 I C a V ® Remove and Replace any Siding that shows signs of de`eriorotion =I� DEO/BOB �� kc�DJ with New Cedar Wooden Shingles . BUILDING 26 & 27 SITTING ® Remove and Replace any Sheetrack that shows signs of mold a M E ONLY 5� —5 7 o = 3 o r SCTM # 1000-47-02-13 o M AREA v MODIFICATION N `N N = v= or deterioration with New a Type "X" Fire—rated Sheetrack N o x a 0_x= o Q BEING MADE J o AVWING I I I LE: N�JU a � TO THE ' SITTING ' N�o �N - FOUNDATION AND PLAN `� AREA MDa �� EXT FIRST FLOOR PLANS ALL COMBINATION SMOKE DETECTORS 19'-04° �, 2,D3,D 2,D3,a 3a68 Daar �,� OF BUILDING 26 &27 ; AND CARBON MONOXIDE DETECTORS FIRE I "� 36"x 48" 36"x 48" 'i o AS NOTED ARE TO BE CONNECTED WITH A CENTRAL EXT N DBL Hung DBL Hung o tV Replaced with Replaced with — MONITORING STATION AND TO BE 244DH3040 244DH3040 O N NOTES: 210310 3068 210310 MONITORED CONSTANTLY AS PER THE 36 48"48" 36"x 80" 36"x 48" I THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 2020 BUILDING CODE OR NEW YORK STATE DBL Hung Door DBL Hung �- DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Replaced with Replaced with PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL 244DH3040 244DH3040 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OYMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMPI TS NOT FORM ALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ALL INTERIOR FINISHES ARE TO A B C D ,. COMPLY WITH THE SEAL: DATE: 2020 BUILDING CODE OF L-41PROJDECTENOER,14 2021 NEW YORK STATE 1112-2021 3'-114" -44" 5'-4" -04' -92' 7 -38„ 7'-9" DRAWN BY: 19'-83" 21'-91" BDK FIRE EXTINGUISHER 1'_64" CHECKED BY: CLASS ABC, 5LB, 2A: 10B: C RB SHEET NUMBER: AS PER TABLE 906.3(1 ) FIRE EXTINGUISHERS FOR CLASS A FLOOR PLAN UNIT 26 & 27 0 WALL TO REMAIN A 101 FIRE HAZARDS BASED ON, WALL TO BE FILLED—IN LIGHT, (LOW), HAZARD SCALE: 1/4"= V-0" DOB NUMBER: OF OCCUPANCY [ _ _ _ ] WALL TO BE REMOVE 0 KEHL DESIGN-ASSOCIATES, LLC AAA, ' - 1.1 DIN, F -'TIT Matta L�L1UL�uL1Llt I - - Ex.Ridge Vent KEHL DESIGN ASSOCIATES �Le 111LlUTll�UJlUIJ1 l 2x4 Ridge Tie-Down Ex.2x6 Ridge II II �III U Ex.Ridge Vent residential & commercial design e consulhiig �ll--LJ-tll_Il1L1L1111 LLL L� ' �I. IIJ�IJ�lJ1��11 U-L1�_lll. .LLl1L�u Ex.2x6 Ridge �1L1L �Ji it 11 � U llll CDX Gusset Plates " CDX Gusset Plates 111L1L�1LLIJI Jl�-L11 JU-I 11 JTIJ_1Ulll_ll1L W I I_I II L�I I I I 11J-L1U1J- 11J�JJ1I� CDX Gusset Plates 3 IIIIII_ II �IL�II Ex.2z6 Rafters - 16"oc. ;" cox Gusset Plates _ ,1I IL LIIIIII_I1ILL_Lffl JL111L U LJ1111L1L1JT11I1�1 II 1 12 2X4 Rafters - 16"oc. PO.Box1675 phone: (6311 433-9084 II a 9 m Ex. 3" CDX Root Sheathing Southold,New York 11971 E Mail: ssbn654 aopfon ine.nef i I�_L-iLLLL �1�lLLl1.UL�' I �_ � l 1 ll� Ex. " CDX Roof Sheathing Air Baffles J 1 J1 L Lei LJ IJ�f� _LXI�J Lam' � L-1 ��� ES E � LI ��. a Ice and Water Sheild 7� 4 g 2 GAF Architectural Roof Shingles ® Ice and Wafer Sheild 71 Air Baffles m L� I 9 GAF Architectural Roof Shingles I ll J L Lh LL�l iLLULLL-I _ m Air Baffles 3" 2X8 Ride Kehl Design Associates,LLC o former) D A K Associates,LLC R-30 I °_cation® a CDX Gusset Plates 9 v i1L'�f11J 1_l_L1_l_1!L_L1-E LLLLU L LIJL�IJ 1T1JJL111t_llJll , Air Baffles " Type "X" Fire-rated 1_L1 ILILiLh L1LL1L-1LIL�1 ® Simpson Tydown ® Simpson Tydown Sheetrock ® OWNERSHIP & USE OF DOCUMENTS: 1 L�LLLLILL EX.2x6 16 C.J. cox Gasset Plates These drawings and specifications including the L_� LL1 L 11 LL� LLL1�,' L�L111-. m lX6 Azek Fascia 0 1x6 Azek Fascia 11.1-, ILI LTLIU LW LlJlllll-LiLI R-19 Insulation R-19 insulation ® � 2x8 Sub Rafters - 16"oc. ideas, design and arrangements represented _1_i LI_ II L I Ex.Vented Soffit Type "X" Fire-rated Ex.Vented 'Soffit therein,therein, are the property of KEHL DESIGN 1 L- _l 111L_ YP R-45 Insulation p p y Ex.(2)2X4 Tap Plate 5'-2" 1'-81" 3' Sheetrock ® EX.(2)2x4 Top Plate a„ ASSOCIATES, LLC. No port thereof shall be IL'ZIJ_ LL1_tl [i y CDX Gusset Plates copied, disclosed to others or used in connection a g Ex. a Exterior Sheathing with an work or project other than for which L�UI��U-Li_Li�.J LULI'�J, l� i - �� Ex. �" Exterior Sheathing �" p th-U_LLL_1 LLL,1LLU_lll_JLLll L e" Type "X" Fire-rated �,� 85" Type "X" Fire-rated y p � ® Blue Skin House Wrap or Equal ® Blue Skin House Wrap or Equal e they have been prepared without written consent. 1 1L UI�11L1I1L11i '' I L� Sheetrock ® PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH I Sheetrock ® p 1I-LI ll_U 111 11�U_l� LLL1Ll 11 I B e d r o o m 1:i I�_�U-I�lJL IJi_I: U 1 f ® Cedar Siding Shower l' . . S I t t i n THE 2020 BUILDING CODE OF NEW PORK STATE ® Cedar Siding 1 i 1J MI 11_ 1LJ111 ,L L_LL Ex. 2x4 Stud's 16"oc. Ex. 2x4 Stud's 16"oc. Area REV. m R-15 Insulation Ex.2x4 Shoe ALL HEADERS ARE TO BE (2)1/�� 1 X 71" LVL 3 m R-15 Insulation 1 1 -25-19 R-30 Insulation Ex.4" Subfloor Sheathing (UNLESS OTHERWISE NOTED) Ex 2x4 Shoe 03-01-23 Ex.2X8 Box Beam ' R-3o Insulation Ex.4" Subfloor Sheathing WEST ELEVATION Ex 2x8 Box Beam � 03-06-23 Ex. Sill x. 2x8 16"oc. Floor ,foists Ex. 2x8 16"oc. Floor ,foists Ex.2x6 Sill i x. 2x8 16"oc. Floor Joist 4 Ex,Anchor Bolts Spray Foam Box Beam r Ex.(3)2x8 Flush Girder NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 Ex.Anchor Bolts Spray Foam Box Beam F SCALE: 1/4"= 1'-0" EX. 8" CMU. Pier Spray Foam Box Beam Ex.8" cMu. BUIBUILDING CODE OF NEW YORK STATE Ex. 8" CMu.-� Spray Foam Ex. PC. Slob Foundation EX. 8" CMU. Pier Box Beam Foundation 1 Ex, PG Slab Ex.16"x8" Conc. Ft NOTES: a F 9 Ex. 16"x8" Conc. Ftg. Mir,. 3'-0" Below 1O Provide Insulation Baffles as required at Soffit Min. 3'-0" Below Final Grade. L_J Ex. 2'-O"x2'-0"x1'-0 Final Grade. Locations to Provide for proper attic ventllotion Ex. 2'-0"x2'-0"x1'-O" Concrete Footing z ® Provide R-49 Insulation in all Flat Ceilings as per Concrete Footing 161-q" 2018 IECC International Energy Conservation Code ® Ice and Water Shield to be used Beneath any damaged roof shingles or areas of repair on the roof 14'-04" ® Provide Simpson Tydown or Hurricane Strapping to the rafters f all locations of the Interior that are Exposed duringthe o CROSS SECTION A removal of mold or deteriorated interior surfaces, CROSS SECTION C © Provide 1x6 Azek or Equal to all locations of the fascias that SCALE: 1/4"= 1'-0" are repaired due to Mold or Deterioration. SCALE: 1/4"= V-0" _ 01 201 WORK NOTES: �1J� LLUW ® Blue Skin House Wrap or Equal to be Used Under Siding for All _ll;lJllL1J�i11i1ULCUI!11 I lI - - _ 11llU P q 9 LLUJ_LLIJILMI1ULLI-A LI L1111 1 1 Locations Repaired llU Ll UJ lli tI ILLW1 Lil�1J LPL LLLI IJ � I Ll. J�1�11L�1_ ® Remove and Replace any Insulofian that shows signs of mold I � �l or deterioration with R-15 Insulation 1L1 l� W U_JjLiLL'LLL]_ J W1ULLl�L ULLL� 11JL11_ U1;hllliLL�1 1LL lli II L II L L111_LW 1LIAUILI ��I LL LLI JLWULW I1U1J11 L1LW 1LI111-L ' U;_1L!ILL1111-h-L LLW.11 iJ1l_11 II II III IU�L I' III II III ILLLLLI L 1 ® Remove and Replace any Siding that shows signs of deterioration il!UL L�LI I_.IIJ I�LLI1,L �JLL1UI IL II IT II If LI L I' LI JL LL with New Cedar Wooden Shingles �L t i u It ® Remove and Replace any Sheetrock that shows signs of mold li ll_1111LLU L1 LU U1 111 L11 L L l t or deterioration with New 5" Type "X" Fire-rated Sheetrock I, s YP 1_i 1_L LI_.i l-1L IL III 11-I-11 LLi I L1 I_L]LfL1LiLil _Il L-i1_ U C>Q�E of ro ' S A il, l l l i ll-1LU1J11 L1LI1 Ll_1L I �L � ICI 'L' II IJ�111jILlI II LL ILL L.1'_11111LL _1 1 t_LW LILLLLILLU 1 LLLILLnio ALL COMBINATION SMOKE DETECTORS t� AL1LLLlUJ1 L1 JL1 Lll L1 AIL JJll 11 _ AND CARBON MONOXIDE DETECTORS I U11L�LL L1U JLUJ�L111JJ ARE TO BE CONNECTED WITH A CENTRAL �L11 �IULLLLILJ MONITORING STATION AND TO BE 11-IT->1-Il 1W1�111�11 LL os� -1iLLL 11_11L1�1LL1�1 lJ L II L MONITORED CONSTANTLY AS PER THE 1� 11llI11 1 1 1 1 11 It 11 U 11 111 11111 11 111 111111 111 111 11 11 1 11 11L 2020 BUILDING CODE OF NEW YORK STATE dFESSIOP EASTELEVATION ALL INTERIOR FINISHES ARE TO Acceptance of these drawings does not authorize the right to COMPLY WITH THE build without the authorization of local governing agencies, such SCALE: 1/4"= 1'-0" 2020 BUILDING CODE OF SuffolkCo my Dept. of etc, V erify Services, Town Vent Building EEx R2dz6eRidge NEW YORK STATE Departments,re requirements with such agencies prior to construction. CDX Gusset Plates � CDX Gusset Plates q 9 �„ 4 2x4 Ridge Tie-Down CDX Gusset Plates � 3" a" CDX Gusset Plates Ex. Ridge Vent PROJECT: Ex.2x6 Ridge �" GDX Gasset Plates - FIRE E X TI N G U I S H E R 1 Ex.2x6 Rafters - 16"oc. �+ ,i, �" CDX Gusset Plates Ex.2x4 Rafters - 16"OC. N X. 4" CDX Roof Sheathing 12 Air Baffles CLASS ABC, 5LB, 2A: 10B: C ,,, 12 Air Baffles Ex. a CDX Roof Sheathing m SILV E � �' � ��' m Ice and Water Sheild y� I AS PER TABLE 906.3(1 ) FIRE y GAF Architectural Roof Shingles 2x8 Ridge 'I GAF Architectural Roof ShinglesP,,,," �,,,,, g �- EXTINGUISHERS FOR CLASS A g CDX Gusset Plates R-30 Insulation E a �' a" Type "X" Fire-rated <,> FIRE HAZARDS BASED ON, 4" CDX Gusset Plates R-30 Insulation m Air Baffles Sheetrock 0 Air Baffles ® Simpson Tydown 344„ CDX Gusset lates LIGHT, (LOW), HAZARD ® Simpson Tydown EX. 2x6 1 6"oc. C.J. P i 4 1x6 Azek Fascia 2x8 Sub Rafters - 16"oc. OCCUPANCY &1x6 Azek Fascia 1220 S I LV E R I ERE ROAD D Ex,Vented Soffit ` R-19 Insulation m " Type "X" Fire-rated R-45 lasula6on Ex.Vented Soffit Sheetrock ® G R E E N P O RT NY 11 4 Ex.(2)2x4 Top Plate 4" CDX Gusset Plates Ex.(2)2x4 Top Plate `� Ex.4" Exterior Sheathing Ex, 4" Exterior Sheathing i I_Lll ® Blue Skin House Wrap or Equal ®Blue Skin House Wrop or Equal �1� I_�..JJ_IL_ ® Cedar Siding 5" T e "X" Fire-rated Bedroom ISittingBUILDING 2 6 & 2 7 e YP ® cedar Siding Shower Bathroom Area � ] Ex.2x4 Stud's 16"oc. Sheetrock ® SCTM # 1000-47-02-13 1UllllL111.11 Ex. 2X4 Stud's 16"ac. J" Type "X" Fire-rated L�L11 m R-15 Insulation 0 R-15 Insulation Sheetrock m DRAWING TITLE: 11LT�� I 2z4 Shoe L U Ex.2x4 Shoe L11 LL 1LLl 11 11111TJLL1L11 R-3o Insulation EX.4" Subfloor Sheathing EX.3" Subfloor Sheathing III J 1 1 t_11__1J LLLLLL L11lJJ1L1 EX 2z8 Box Beam Ex.2z8 Boz Beam R-30 Insulation a 9 EXISTING I I11f LL1 Ii_Li-I Ex, 2x6 ACQ Sill EX. 2X8 16"oc. Floor Joists Ex.2x6 AGO Sill Ex. 2xa 16"oc. Floor Joists FIRST FLOOR PLANS 1J I�LIT1L1 -1 1 L J J _Lt_1LL U u L!_ Ex Anchor Bolts Spray Foam Box Beam EX. (3)2X8 Girder Ex.Anchor Bolts LJ-t_ll__f I�IL_lJ_ll 11 I � Spray Foam Box Beam EX. (3)2X8 Girder AS NOTE D 1 ILLUL-1 t1LLTL 1L iI_ EX. 8" CMU. Pier Spray Foam Box Beam EX, 8" CMU. Pier Spray Foam I i U u L111 1 l LL-1-I ■ Box Beam 11J-LJJ-_LL1 Ex. a" cMu Ex. PC. Slab Ex.8" cMu. Foundation Ex.2 PC. Slob 1LLLL11AJ U Foundation NOTES; I-LLI L 1J�LJ Ex. 16"x8" Conc. Ftg. Ex. 16%8" Conc. Ftg. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Min. 3'-0" Below DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Min. 3'l Grade. Below I JL-- � Final Grade. Ex, 2'oncrete Footing Final Grade. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 1llT1ll1Tt LI-LLLLLUI 1 1 1 Concrete Footing 1ll1 I �1 LL1L11LLL 1 11�11.1uU LL�L JT 9 L4Ex. 2'-0"x2'-0"x1'-0" I �I FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE J��� JJTLLIL1 �1�LLL1U-L11 LLL Concrete Footing DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR Lill LiJ_!I.11JJJ I1Ll I ll_t1 I iT I L I _11 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT � Jlll_11.J'_I�L1 UI�i�JJLIllLJT�1 I LJ1 T 1L LLLUL11 � Ll L1L1L11111LALL �L UL 1 I 1L 3 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 1U�LLL. I !u I! ! f�J j 16'-34„ 14'-031, Ill III II 4 SEAL: DATE: OCTOBER, 30 2022 . CROSS SECTION D:� PROJECT N0: SOUTH ELEVATION CROSS SECTIONDRAWN BY135-�022 H ELEVATION B . .r= r_ „ SCALE: 1/4"= 1'-0" „_ SCALE. 1/4 1 0 0 SCALE: 1/4"= V-0" SCALE: 1/4 - 1'-0" 201 BDK CHECKED BY: SHEET NUMBER: n ,,I A/ u DOB NUMBER: ` OF KEHL-DESIGN-ASSOCIATES, uc r