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46549-Z
Town of Southold 10/23/2021 P.O.Box 1179 0 W 53095 Main Rd �y �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42458 Date: 10/23/2021 THIS CERTIFIES that the building ALTERATION Location of Property: 6520 Skunk Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-5-4.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/28/2021 pursuant to which Building Permit No. 46549 dated 7/8/2021 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: addition and alterations, including deck,windows and conversion of garage to living,space,to existing sin le-familX dwelling as applied for. The certificate is issued to Cifarelli,Richard of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46549 10/8/2021 PLUMBERS CERTIFICATION DATED A orize S ature gVFFo TOWN OF SOUTHOLD mop �o BUILDING DEPARTMENT x TOT CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLAINS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46549 Date: 7/812021 Permission is hereby granted to: Cifarelli, Richard PO BOX 782 Cu°Ke.h®gue, KIY 11935 To: cons-a,uct additions and alterations to existing single-family dwelling as applied for. At premises located at: 6520 Skunk Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-S-4.1 Pursuant to application dated 6/28/2021 and approved by the Building Inspector. To expire on 1/7/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $464.00 CO-ADDITION TO DWELLING $50.00 Total: $514.00 Bui g Inspector OF SOU��,®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Sean.deviin(a-town.Southold.n us Southold,NY 11971-0959 y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Richard Cifarelli Address: 6520 Skunk Ln city,Cutchogue st: NY zip: 11935 Budding Permit#. 46549 Section: 104 Block 5 Lot: 4.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No- 3700ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 15 Ceding Fixtures 3 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 6 Smoke Detectors 1 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 12 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment- Generator Ooutlet 30A, 200A Panel 36 Circuit/28 Used Notes: Garage Converted to Living Space Inspector Signature: Date: October 8, 2021 S.Devlin-Cert Electrical Compliance Form Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 4-S residin at 0 s �ire lop (Print property owner's name) (Mailing Address) ►.�tw �A4 Pt. o 4 a do hereby authorize f�e-4 ' kt,(L 114 4 t_ I)e j ti t A q t1 e LL (Agent) a�5 ?..Sh%-IO. 04--4- +444 -4-+444 to apply on my behalf to the Southold Building Department. �- )- y - �,I wner's Signature) (Date) (Print Owner's Name) TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtowm gov Date Received APPLICATION FOR BUILDING PERMIT or Office Use OnlyIC;AL.1 Inspector: 2 8 2021 11 PERMIT NO. v BuildingIns ector: J LJ Applications and forms must be filled out in their entirety.Incomplete ��TWT,g� �DFPT applications will not be accepted. Where the Applicant is not the owner,an T" T) Owner's Authorization'form(Page 2)shall be completed. Date: ()(.- 2 S-21 OWNER(S)OF PROPERTY: Name: J d SCTM#1000- -/o`{ _ ®S'- 0 z{r_(_ Project Address: (oSZO _SKU�� (-l�d��_ .� _�(� �'�Ph .w -r•�2S ��`tl _SQe/�(foLJJ__._._- . Phone#: Email: Mailing Address: (� ___4skio sw UR.sc..r- CONTACT,PERSON: Name: Mailing Address: �( j NSM[4F_ Ake SOS j R&A Phone#: �3 _ f33ogC�� K Email: DESIGN PROFESSIONAL INFORMATION: Name:,�..,K�-t-�(r- Mailing Address 3iPkSd�_�asF�---_.__�L D�_- _ .._501 --+i Wo - _�.- .7T( Phone#: �? V23_9 0 S Email: 6s _&r® 1 C)�•4 L /_yv �_n� T CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure P�Addition lgAlteration ❑Repair ❑Demolition �� Estimated Cost of Project: ❑Other COiQ,r� 4 � ~t-d P4Z-y, �9 " 4T_04— W1 AotJ s% 30� Will the lot be re-graded? ❑YesxNo Will excess fill be removed from premises? ❑Yes XNo 1 . • ;PROPERTY_INFORMATION-, Existing use of property: Intended use of property: ,io Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to � this property? ❑Yes RN IF YES, PROVIDE A COPY I ► 0C_ i' AV— ❑ 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,Buiiding 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 : �� ���L IMAuthorized Agent ❑Owner Signature of Applicant: _ .. _ Date: 0G-Z$r Zl CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01BU6185050 COUNTY OF SclFfle!- Qualified In Suffolk County Commission Expires April 14,2Do1 a 'RmT being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the -A464%/7 (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 da of J a� 20 44 Y Notary Public PROPERTY OWNER AUTHORVATION (Where the applicant is not the owner) Slzr All-ACA F_6 sHfEf-T 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 Print Owner's Name 2 Soulyo # f TOWN OF SOUTHOLD BUILDING DEPT. �ouxn 765-1802 INSPECTION [ FOUNDATION 1ST [ ] - UGH PLBG. [ ] OUNDATION 2ND INSULATI ULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] "FIRE SAFETY INSPECTION [ ""] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ,] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0 DATE T��I LOY( INSPECTOR OF SO TOWN OF SOUTHOLD BUILDINd DEPT. �`y�ourm ' 765.1802 INSPECTION ,, - , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ °`] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] _FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR l_ /t( �✓ ct 1 OE SOUL - - - -- --- _/ # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [ NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL 1001AVS [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) = [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: adv, GA DATE 10 B AZO INSPECTOR o��Of S0Uly0l L4 Zo S-A vexk LA TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL j ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: (34 DATE Qed INSPECTOR `" CTION REPORT DATE COAV M NTS FOVND'ATION(IST) FOUNDATION(2ND) ��` 'r v y ROUGH FRAMING.& ------------ Pll!;UIYMING y t INSUZ ION PEA N.Y. ` -- STATE(ENERGY CODE Z. FINAL , I ILI S' • ls) tov i HHH .�r: �0--VFW BUILDING DEPARTMENT-Electrical-) ectal C 0 2022 < o� TOWN OF SOUTHOLD a �� ® �t Town Hall Annex- 54375 Main Road - PO ft-T167,19C,DE PT ,t Southold, New York 11971-09W Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr _southoldtownny.gov- seandt D-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: �l�G �� -T7-1r-- Name: T7-2 c_ Name: i License No.: 2p® rf-Z �_ email: 11 TI-2-z �1 C Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name: � � S Address: C.S'.) o S s --,,� �c�,� ®,� (E /,& Cross Street: ,� j.e,-s Phone No.: S/4�- 770 3 Bldg.Permit#: ytl- 575�S email: Tax Map District: 1000 Section: /°® Block: Lot: ® � BRIEF DESCRIPTION OF WORK (Please Print Clearly)) Q / • Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES,/ NO Issued On Temp Information: - (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION d � Request for Inspection FormAs 1 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Q Town Hall Annex - 54375 Main Road - PO Box 1179 � Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 a4!� f rogerr(a)southoldtownny.gov - sea nd(a)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: License No.: email: Phone No: ❑I request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: Address: s L Cross Street: Phone No.: Bldg.Permit #: Ll 10 j email: Tax Map District: 1000 _ Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?: - F-]YES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: DYES ❑NO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead # Underground Laterals 01 02 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx PERMIT# Address: Switches Outlets l � C GFI's Surface �1 Sconces H H's l UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments ��J/ SUFFOLK CO. HEALTH DEPT. APPR0IFAL»• H.S. NO. OF AL N STATK NT OF Lb"TNT ' THE WATER SUPPLY AND 5tWAG£ DISPOSAL S 4 U N K. LANE SYSTEMS FOR TH#S 'RESIDENCE ••�VtL,I,• ,. , SUFFfl:CeX COUNTY RMTHbEPARTAM CONFOCONFORMTOTHE STANDARDS .O ' -T## { SUFFOLK CO. DEPT. OF HEALTH SIE"4tf� OATLQCT 0 1 1 H. D% REF. �6 (S) i APPI.WZT ; She aerF.E,e da.3.oi al arm water supplys�L, is lq,Cat!on have been SUFtC COUNTY MOT. OF✓ �„ , inspeated by t h'J..; dgp.Art»ent and Found SERVICES — FOR APPROY to tisfactc r'y e sa a F' ,�• ", � ,,. Cfl('Q$TR31CT10N Os+IL"Y -y a Chief of General RngineerixV DATE: Services H. S REF.NO.: % r it i � , : ,� •' A .f r c';. _ SUFF LK C17.TAX MAP'DMGIR�43 t: IV ' SGAQA aE DIST, SECT. • f'ti �` g \ l� d .. .,,�e,� a.�,rs ,�.�-r •�+ L....<.%.k •i .�� •{� 3�"�P` D�"� �� '��. } � ,e�' `�..ea. 'a.:�,._a _.✓ _ . . :.w'i+��L•ii ....•:�� ,�=_a ,# ' OWNERS ADDRESS, ij a / v tts • .' ~ is ' Lt ^�v... ,. .. ., • d � .. -" � `!""' �' w ., ... .. >._..,,, r - __ ..;--t..r.ti�•ro -c..x , _,,., sem.• �TY*6�""'�r�31" y b�-�,�'.�...i.,.;�„agya-r-•; 9;� !'..a . .. '7 ,aw.. .; •.v �•r�rl .1 .:d-.c,cc:. '"=�=.4+.�..i.,�.,. ........:.,«..r.,�.A...'�� , .. mss_.F, ^s .r _. .,t-. .say. ,=,. �, _•E• •.C' .0` _ r •' � � �t I cis .. -. - z1 I •, ' �. �' �� ! � I r•�'nv(�AI.Tif33AS16N 08 A�D1TIDr ) To THIS SUgv IS A VIOLATION OF;; SECTION 72G9 GF THE NeW YORK STATE N u m a S �p EDUCATION LAW. ' VJ i CONES OF Tlilb SURVEY AWHOT BEARING THE LAND SI1r2-Mk'S�WD.-rAL 9A - 1�_ I' 1 g h• A I fln8Q5St.^SCv! :hAu N^,. ACG7ti5t0'ck£D Y�Uin,i 'T 1 igtCj TO BE A dA�O OF CGYI. j '�14i�1II GUMANIVE5 ':!CXAT,: c•:„'; S' J ?At!SUN UL�.. r ,. - -` !S FRE?O T tcA _ ,Vlore ^.F re;fMc VEt Z I vu CUtlt'A\n. AQmm ATM c T.D.t.WAiA -aS .^3:••3T TRANUBLASU I • ;� 'O AMMORM:`67rdr.OM-011 Sk*EQUEW - !r+ �` /, ��:"C7:•S`.•.I b' .✓ i�• 1r"L�,r tr�C7,i' 'Y.4.F �..•. n•-• 3 ,r` ,u_ S_- _ P.°C, , l• ���ti� MAY. 29',,i9sl LICENSED LAND SURVA om GR'EENFORT NEW '1fCHM , io Generated by REScheck-Web Software Compliance Certificate Project Pappas Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 315 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 6520 Skunk Lane John Pappas Brett Kehl /80 Haywaters Drive 6520 Skunk Lane Kehl Design Assoc. LLC. Cutchogue, NY 11935 /80 Haywaters Drive 265 Jasmine Lane Cutchogue, NY 11935 Southold, NY 11971 576-790-5339 631-433-9084 j.pappas6@gmail.com ssbn654@optonline.net 00 inti -• Compliance: 2.4%Better Than Code Maximum UA: 85 Your UA: 83 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies GrossArea Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 457 30.0 19.0 0.021 10 Wall:Wood Frame, 16"o.c. 178 15.0 0.0 0.077 12 Orientation: Front Window 2:Wood Frame 21 0.290 6 SHGC: 0.31 Orientation: Front Wall 1:Wood Frame, 16"o.c. 178 15.0 0.0 0.077 10 Orientation: Back Door: Glass Door(over 50%glazing) 41 0.300 12 SHGC: 0.26 Orientation: Back Window 1:Wood Frame 10 0.290 3 SHGC:0.31 Orientation: Back Wall 2:Wood Frame, 16"D.C. 194 15.0 0.0 0.077 15 Orientation: Right side Floor:All-Wood Joist/Truss 457 / 30.0 0.0 0.033 15 Project Title: Pappas Residence Report date: 06/01/21 Data filename: Pagel of 2 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the manda ry requirfflnents listed in the REScheck Inspection Checklist. Aw— Ex. Name-Title Signatur Date Project Title: Pappas Residence Report date: 06/01/21 Data filename: Page 2 of 2 APR VED AS NOTED D(E: B.P.# ELECTRICAL FE: ` BY: INSPECTION REQUIRED OTIFY';BUILDING' 'F�PARTMENT AT , - �65-1802. 8-AM TO 4 PM FOR THE =OLLOWING,INSPECTIONS: /1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH':-FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTPU +^N MUST BE COMPLETE PCr� �O./ Must Provide Manuals ALL CONSTRUCTICN SPALL MEET THE REQUIREMENTS OF THE CODES OF NEW D,J and S as per YORK STATE. NOT RESPONSIBLE FOR NYS Energy Code DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH,ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF _ Blower door �. Sli6k6�dN PINNING BOARD and ductwork testing required. SOUTH91:�8IaiN�TRUSTEES OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. I �l/1 ; .� ice% ;, ,. GENERAL NOTES: ''� . :'r ,.. SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION �~ General Notes: C 0 N T R A 0 R 0 T E1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF Woods NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. rr% GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. 2• FIRE SAFETY: V 2. All structural wood shall be in accordance with the national design specifications fer wood construction - latest edition. EEL DESIGN ASSOCIATES 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED INA ) 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. Bresidential & commercial design • consulting • LOCKED AREA. PRACTICES. 2. 4, Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "shaped" as shown architectural cross sections. shall b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 1`03o:t1615 phone; (631)433-9084 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. SoufhCld,New York 11911 E-Mail: ssbn654@opfonline.nef 3• MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. - Kehl DesignAssoclates,LLCaformefYDAKAssociates,LLC 4 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. - »'��/�- �%���/�»l%'" THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5 b. Plywood sheathing shall be continuous over two or more spans with grain cf face plys across supports THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 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 ideas, design and a-rangements 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. GAS To BE USED DURING CONSTRUCTION. therein, are the property of KEHL DESIGNASSOCIATES, LLC. No part thereof shall be REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. c 8. Design values: 3. DUST CONTROL: with any work or project other than for which 6 THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: a. Framing Lumber: DF (north) No. 2 or better 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. = PLUMBING, ELECTRICALS, ETC. E 1 ,600,000 PSI 7 Fv 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR = PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb - 825 PSI C. HEAVY DROP CLOTHS. g 9. Design values: THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI g Fv = 285 PSI 4. NOISE AFTER HOURS: Fb 1. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE = 2600 PSI ; ' KEHL DESIGN ASSOCIATES, 10. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, • � �� J i LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. \ i ALL PIPING AND WIRING SHALL BE REMOVED 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. I 0 1 1 • CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. J�I THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD : - 2�`2 1 ALL DIMENSIONS ARE ESTABLISHED FR'OM 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. 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. 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 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. 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 THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM RESOLUTION. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 6 SPECIAL SAFETY NOTES 13. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE To CARRY OUT THE WORK IN THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY, EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE 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 PRr,1,TICES 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 WORK NOTES: 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 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, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM I WINTER I ICE SHIELDNOT FOR ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW DESIGN FROST LINE DEIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. CO�lS1 RUCTIO�1 LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY ISLIGHT TO MODERATE 11 deTrees YES 1984/1998 C 2USE EXTERIOR GLAZING OPENINGS. UNLESS NG IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL EE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE CERTIFIED BY ATABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET DESIGN CRITERIA (IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3/16 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) 0'41CHNEER USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE UNINHABITABLE ATTICS WITH LIMITED, STORAGE b'9 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT USE OCCUPANJCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENT.Y INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HACE A CAPACITY IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD FOOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR r__ACH CASE. ` RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERV-,) hTH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V.,i IS 180 MPH (290kps) OR LESS TYPE OF CONSTRUCTION (CHAPTER 5) EJALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDL:,-E OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) RESIDENTIAL CODE OF NEW YORK STATE. V B GUARDS AND HANDRAILS d R301 DESIGN CRITERIA . 200h FASTENER TYPE PANEL SPAN 4 FEET< PANEL 6 FEET < PANEL < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHAL'_ BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS f 50 In INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES S0a BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES PROJECT: 40 HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS No. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. --THE VERTICAL DISTANCE FROM GRADE BASED ANCHOR WITH 2 16 12 9 PLANE TO THE AVERAGE HEIGHT OF INCH EMBEDMENT LENGTH 30 THE HIGHEST ROOF SURFACE UNLIMITED AREA SLEEPING ROOMS R301.1.1 ALTERNATE PROVISIONS 3 STORY Y4 INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE a"A I P = 12'-0 " AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 INTERNATIONAL RESIDENTIAL CODE STAIRS 40c INCHEEMBEDM�NTVLENGTH 16 16 16 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGIfvEEfZED DESIGN IS USED IN CONJUNCTION WITH ,.. n UPDATED WITH THE 2016 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. INTERNATIONAL CODE SUPPLEMENT. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N 1 mile per hour = 0.447 m/s 1, AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FOR SI: a. This table is based on 180 mph ultimate design wind speeds Veit and a 45-foot mean roof height. TOTAL HEIGHT FROM RIDGE TO GRADE 14'-1 OJ" 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AIS(-S230) LMI� c LANE A' a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel, 520 SKUNKSKUNKE or APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge of the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 6 LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into 80 HA i W'ATERS Drive BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2YZ inches from the edge of concrete block or concrete. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, CUTCHOGU E, NY,, 1 1935 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH ##2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED having a minimum ultimate withdrawal capacity of 1,500 pounds. "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ALL EXT. DECK FRAMING MATERIAL CCA NC PINE ##2 AND BETTER TO ACT CONCURRENTLY WITH /JNY OTHER LIVE LOAD REQUIREMENTS. c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK OF NEW YORK STATE. GENERAL NOTES AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY NEW CRAWL SPACE NA 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" _ f. GUARD IN-FILL COMPONENTS (iLL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL CONSERVATION CONSTRUCTION CODE OF NEW YORK STAT E .(2020 ECCCNYS), BASED NEW BASEMENT NA FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 EX. BASEMENT NA 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED (NY)TABLE R EX. FIRST FLOOR NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ON THE 2015 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NO THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 402.12 a ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR 535 sqft g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT PROSECUTED S THE FULLEST SEAL I OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE U_FACTRAbCN SKyUGHTb GLAZED CELM WOOD MASS FLOOR BASEMENTc SUB d CRAWL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE UFACTORb UfACTOR �esrRATION R•VAwE FRAME WALL WALL , RNALUE WALL R•VALUE SPA CE° DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW SECOND FLOOR ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN sNOOb,e R"A",E RyA`uE' R""wE b°Fpr" R"""'E NEW BALCONY NA THE PLANE OF THE TRUSS NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS UNFORESEEN FIELD CONDITIONS AND DR ADDITIONS BASED UPON COMMENTS NOT LOFT NA 4EXCEPT 0.32 0.55 0.40 49 20 OR 13+5 h 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMXLLY ACKNOWLEDGED AS REVISION TO THESE PLANS. THE ATTIC (HOUSE)(o) NA BOTTOMELOAD C ORDS WHALLOF FOLLOWING CONDITIONS ARE MET: NEED ONLY ERE B TIED TO THOSE PORTIONS OF TOISTS OR TRUSS MARINE CODE OF NEW YORK SEAL: DATE: ATTIC (HOUSE)(b) NA For SI: = 1 foot = 304.8 mm JUNE 01, 2021 GARAGE REMOVED -535 s ft 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulaticn is installed in a cavity which is less 9 Y , ,-�'�-•.,.,.� . - . ' PROJECT N0: BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the ATTIC (GARAGE)(a) NA NOT LESS THAN 30 INCHES h �� COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. �� ^ '"-� R-value specified in the table. J v' NE 1103-2021 BONUS ROOM NA `d DRAWN BY: b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED `i• '"' �% SCREENED PORCHES NA 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN # ,� 5• �G � 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the UNDER FEDERAL COPYRIGHT LAW. .-r;�A BDK SUNROOM NA interior of the basement wall, ;t°� � r ?I-ANS MAY NOT BE REPRODUCED WITHOUT _ '., .` CHECKED BY: NEW DECK NA 3. REQUIRED INSULATION DEPTH !S LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD ! + COVERED PORCHES NA MEMBER DEPTH. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the 1RITTEN AUTHORIZATION. 1 . interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF � a 'C7 COVERED ENTRANCE NA THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wall plus R-5 continuous insulation on the interior or exterior of :he home. "10/13" means R-10 continuous - =; -. SHEET NUMBER: POOL HOUSE CABANA NA DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS insulation on the interior or exterior of the home or R-13 cavity insulation of the interior of the basement wall. KEHL DESIGN ASSOCIATES, LLC. cre * ' ACCESSORY STRUCTURE NA THAN 10 POUNDS PER SQUARE FOOT. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation S `'� h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN 4' SS `. G1 SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE extend below the slab PROOF OF PURCHASEQFEt�N� . CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved Acceptance of these drawings does not authorize the rig ht to build without IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved DOB NUMBER: OF the authorization of local governing agencies, SUCK as Suffolk County Dept, (b) WITH STORAGE (a) WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. of Health Services, Town Building Departments, DEC, FEMA, etc. h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation plus R-5 continuous insulation. Verify all conditions, Codes, and requirements with such agencies prior to r ® KEEIIrDFSIGN•ASSOCIATES,t� i. Mass walls shall be in accordance with Section R402.2.5. The second R-volue applies when more than half the construction. insulation is on the interior of the mass wall. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OFTWO USE Bd NAILS THIS !i l/ ;'i � %i � /-' /' MTS 2 0 L T S 2 ,;% � r;f : ;. ,; ALLOWABLE LOADS LOAD PROVIDE (1) HGA10KT ON t.z SIDE OF TRUSS. K _ FASTENERS LATERAL • SIDE OF CEILING JOIST /. MODEL GA UPLIFT UPLIFT t" CODE ° N0. RAFTERS, TO TO ULT. 2 REF. o ° TO AVG WITH TOTAL FOUR ® o (133/160) Sdx1 8d NAILS AND ON SIDE OF RAFTER / NAILS INTO TRUSS ° TRUSS PLATES STUDS (133) (160) F F2 (133& _ oiat STU 160) SIMPSON e � g NOTE: REFER TO SIMPSON WOOD CONSTRUCTION mcm –_ TAKE–UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES KER DESIGN ASSOCIATES �c H6 16 8-8d 8-8d 3983 915 950 650 5, 44 — _ residential & commercial design o consulting DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ART 'x12 MODEL GA (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER z LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o II e e P0,Boz 1675 REF. INTO • • phone: (6311 433-9084 N0. MAX. CLEAR ULT. LFTA LFTA o 0 0. , WIDTH SPAN L QTY DIA 1�" 2" 2}" 3" 3�" 1>4" 2" 21" 3" 3}" PLATES po • • e Southold,New York 11971 E-Mail: ssbn654@optonline,net EIGHT-' •• IN NAIL S P 4 INTO Kehl Design Associates,LLC o formedy D A K Associates,LLC LFTA 16 2J" 17" 3g1"16-10d — 4200 1205 1400 5, 44, 85 STUD ' DOUG–FIR LARCH / S0. PINE UWNERSHIP & USE OF DOCUMENTS: FASTENER ALLOWABLE ALLOWABLE UPLIFT LOADS 0 0 MODEL L AVG 10d 1 O x 11" CODE These drawings and specifications including the N0. ULT. REF. LFTA L S T A 21 10d 10d x 14" (133 / 160) (133) (160) ideas, design and arrangements represented o therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be MTS16 16 14-10d 14-10d x 1i" 3116 100D 840 1000 3, 41, 128 ° ,° Simpson Strong-Tie HGA10 copied, disclosed to others or used in connection with any work or project other than for which ART "x12 Mrs20 20 14-10d 14-10d x 11" 3116 1000 Bao 1000 3, 41, 128 0 DETAIL "K" they have been prepared without written consent. o LST20 20 12-10d 12-10d x 1"" 2383 775 720 720 3, 41 CNW– o DOUG–FIR–LARCH! COUPLER NUT DETAIL "E" ° STU 8"- Equal number o F °° TYPE OF DIRECTION S0. PINE CODE q °o �SIMPSON MODEL TYPE O– OF LOAD ALLOWABLE LOADS REF. NO. TION FLOOR ROOF (133/ specified nails in TAKE-UP WASHER (100) (125) 160 •: each end Simpson Strong-Tie G 515 645 670 cS LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H"16 ART8"x12 H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOLDOHOLDOWN _ DEFLECTION N ARTJ-xl2 STUD DEFLECTION DEFLECTION CODE LENGTH OF BOLT 2.3 AT HIGHEST MODEL MACHINE AVG AT HIGHEST REF. N0. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BGAE BODY GA HB' SB W H B SO CL DIA",e BOLTS DESIGN BLE LOAD DESIGN o QTY DIA 14. 2" 2}" 3" 3Z" 5i" LOAD WHEN RAISED OFF o00 THE SILL PLATE o HD2A 16 12 411" 21" 2J" 8" 24" 1" 1�" 9" 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG W L STUD PLATE ULT. OF / SP CODE (133)2 (160) REF. SP4 3A" 71" 6-10d x 1 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o GA NO. yy L NAILS FLOOR (133) (160) REF. 00 LSTA21 20 1 16-10d 905 1205 1 1295 7, 40, 90 DO iWORK NOTES: MODELDIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 1-i 0 NO. GA WL NAILS Simpson Strong-Tie STU FLOOR (133) (160) REF. 5"- MSTA24 18 tt" 24 18-10d 1025 1370 1640 7, 40, 90 LUS468 MODEL TOTAL ALLOWABLE TENSION LOADS NAIL CODE FASTENERS NO. (LENGTH END GA CUT LENGTH (TOTAL) t 2 SPACING REF. HD2A SIMPSON TAKE-UP WASHER NOT FOR L (100) (133 / 160) OCCONSTRUCTION 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 2A" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 MODEL DIMENSIONS FASTENERS DN, DOUG–FIR ARCH PINE ALLOWABLE A NOTED. FAILURE TO COMPLY WITH ALL NOTES ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION USE UNLESS N0. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" USE G 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3{" 4 " 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" CN W— CERTIFIED BY A HUS210-2 14 3j" 94" 2 8-16d 8-16d 6076 1755 2105 — 1650 — 1900 — 2065 1, 36, 84, 122 COUPLER NUT PROFESSIONAL DOUG–FlRLARCH/SO. PIN ALLOWABLE LOADS ART 'x12 STU 5"- FASTENERS UPLIFT LATERAL CODE 8 MOODEL GA AVG UPLIFT (133/160) REF.ULT. SIMPSON ENGINEER TO RAFTERS TO PLATES I TO STUDS (133) 1 (160) F F2 TAKE-UP WASHER HGAIOKT 14 4–SDS4"x14" 4–SDS4?%3" 1523 435 435 1165 940 160 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS SIDE OF TRUSS. CNW– TOTAL FOUR o /• o SE A MINIMUM OF COUPLER NUT INTO TRUSS SID8d NAILS E OF TRUSS.NAILS MTS16 STU J'- S P 4 PROJECT: • MTS16 SIMPSON LSTA21 SIMPSON I ANCHOR BOLTS TOTAL FOUR HD2A TAKE–UP WASHER L S T A 21 IN NAILS HUS210 Strong-Tie2 INTO TRUSS C E TWO AIL ° o° F1 TO R E I D E WF 0 PLATES °o° n� EIGHT TWO O AIL 8d NAIL INTO ° INTO DETAIL "A" 20 STUD Simpson Strong–Tie PLATES om° SKUNK LANE or 80 HAYWATERS Drive H7 IN ONAIL ;o ® DETAIL 1 D" DETAIL "G" DETAIL "J►' CUTCHOGUE, NY, 11935 STUD Simpson Strong–Tie I H7 Simpson Strong-Tie LFTA LFTA ROD SYSTEM DETAIL "L" LFTA Ridge Strapping DRAWING TITLE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS BP LSTA30 - RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. SIMPSON WINDLOAD 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. CHARTS & CALCULATIONS ,'-o" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. / STRONG-TIE DETAILS ROOF AREA = 1904 sq/ft I / ROOF DRAINAGE LTP4 Ll V = A x R x c CALCULATIONS A = 1904 sq/ft I LTP4 R = 2" RAINFALL = .17 ft LTP4 C = COEFF. = 1,0 NOTES: DETAIL "C" V = 1904 x 1 X .166667 = 317.3 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie " PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL LTP4 DETAIL "B" Floor-t o-Floor Connections Ridge ►S"'tripping 317.3 / 42.25 VERTICAL FT, / FT = 7.52 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Detail USE (1) 8' DIA, POOL 8'-0 DEEP = 8 V.F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 4 - UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong-Tie OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Floor Connections 317.3 / 22.3 VERTICAL FT. / FT = 14.2 V.F. SEAL: DATE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY USE (2) 6' DIA. POOL 8' DEEP = 16 V.F. JUNE 01, 2021 EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES of NEW YORK STATE PROJECT NO: POOLS TO BE PLACED ON OPPOSITE SIDE OF "'� �` E"' Y' 1 103-2021 R301,1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, �• • 0 NO SUBSTITUTIONS `� �. DRAWN BY: INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED HOUSE AND/OR LEADERS TO BE PIPED TO CCjt BDK All framing hardware shown on these plans, BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE �"a•' �• �a' 4{: unless otherwise indicated, Is Simpson Strong-Tie SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF POOLS (1/2 OF THE ROOF TO DRAIN TO EACH r""' �¢`• CHECKED BY: No substitutions are approved or authorized. LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES POOL, MAINTAIN MIN, OF 20 FEET FROM SEPTIC Due to the relationships of framing hardware to SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). L.v SHEET NUMBER: CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. c -� +.�---��''�--.,�-R the other compon(=nts of the structure, any framing R301.1.1 ALTERNATE PROVISIONS hardware substitutions will render these plans AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE 4. (''� null and void, and will result in the installer/contractor LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH THESE ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA �•CIl, V assuming responsibility for the design and STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. WHERE TRAFFIC IS TO BE PRESENT. OFFSS�d�� 2 performance of the entire system, 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) IF A MULTIPLE POOL SYSTEM IS USED AROUND THE DOB NUMBER: OF 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL BE DIVERTED TO EACH POOL, 0 KMDFSIGN•ASSOCIAM>� /moi;;/. o ,. T n - ai{ I - KEHL DESIGN ASSOCIATES' roc I VIII I I I LTJ I I I I III. residential & commercial design a consulting LL SLI . . U LL �H III_ L Lll I I LI 111111 1— LLLLl l l l l W IJ_U 1 1 1 l�L I� LU ii l 11 I I ILII 1 1 Ridge Vent R19 Batt Insulation 2x8 Ridge P0.Box 1675 phone: (631)433-9054 ��_, I I��I W LU JJJJII_�J11LE11 224 Ridge Poles @ 24"oc. 11 llLLIL�LI LLW�J I I I �� I �t L LJ �W L11 I LJ N Southold,New York 11971 E-Mail: ssbn654@opton1ine,ne1 I 2x6/224 Sirongback Kehl Design Associates,LLC e formerly D A K Associates,LLC I I lxb Azek Maze Heard / % 'I/ �%// �/""•�" %Ilji J/, . . -- 424 Azek Corner Board OWNERSHIP & USL OF DOCUMENTS: These drawings and specifications including the 5/424 Azek Window Casing ❑❑❑ I ❑❑ therein are h ideas, design and arrangements represented the property of KEHL DESIGN GN ASSOCIATES LLC. No part thereof shall be Hardi-Plank Siding L �LU Hardi-Plank Siding Hardi-Plank Siding R30 Kraft Insulation I copied, disclosed to others or used in connection (Verify with Owner)I (Verify with Owner) (Verify with Owner) — --- Sheetrock with any work or project other than for which 2" Azek Historic Sill 11 they have been prepared without written consent. 5/4A Azek Door Casing 11 Sheetrock I � 2" CDX Sheathing 2x4 Studs 16"oc. Storage 2x4 Studs ll1x10 Azek Skirt Board 1x10 Azek Skirt Board PJ-LL-1 111111111111111 lllt� I 1x10 Azek Skirt Board 1x10 Azek Skirt Board ' 9 . Bedroom ( I Area R-15 Insulation J" CDX Subfloor I ( Provide g" Type "X" 2A Shoe (Match Existing) I ( Sheetrock on Wolls 2x8 Floor Joists 16"oc. and Ceiling 2x4 Shoe 11 L PROVIDE HtIpRIGANF STRAPPING IN FRONT E L EVAT I O N ACCORDANCE WITH THE SCALE: 1/4"= 1'-0" 2015 INTERNATIONAL RESIDENTIAL CODE 2x4 Kneewall 4"x8"x16" Solid Block UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 2x6 ACQ Sills DOTE: VERIFY ALL DIMENSIONS TO INSURE FLOORS OF NEW ADDITION rq ALINE WITH FLOORS IN EXISTIIIO HOUSE. 22'-0" '-°" ExistingCross Section (�A E DERS ARE TO BE B" Conic. Filled Sona Tubes 1%" 7'-28 1'-21%6" 7'-2t 16" 1 9Y" LVL Uf1LESS Min. 3'-0" Below Final Grade 40 ACQ post mounted 101Rh1SE NOTED 8" Concrete Filled SCALE: 1/4"= 1'-0" WORK NOTES: Provide Stairs to grade Sona Tube on a 12'x12"x8" 1 1 in accordonce with NYS. Conc. Footing Min. Res. Building Code 3'-0" Below Final fJOTE VERIFY ALL DIMENSIONS Grade with Simpson 44PA SURE WALLS OF NEW ADDITION bolted down LINE-UP WITH WALLS IN HOUSE. M with 2'x12" Anchor Bolt (2)2x8 ACQ iGirder (2)2x8 ACQ Girder (2)2x8 A Q Girder NOT FOR NOTE: PROVIDE EIRE BREAKS 2%1T-258 4-25/" T-2 ' 2" AS PER CONSTRUCTION o 0 0 THE 2020 RESIDENTIAL o 1610 0 0 o CODES OF N CO N USE UNLESS N N N CERTIFIED BY A I YORK STATE. 3 3 3 Z o z o z o 2x6 ACO House Flush_ Beam _ PROFESSIONAL to be Bolted to House w/J"x4" Lag Bolts @ 16 oc T ENGINEER New Ridge Vent 2x8 Fire-Blocking 2x8 Ridge @ 16"oc. ! I 20 Ridge Poles O 24"oc, 13 ProvideIns. 2x6/224 5tror9back In all Floor (' i o flew 2x8 Floor New 2x8 Floor � II 2xr Rafters @ 16"oc. 2x6 Collar Ties Crawl Space �_ Crawl Space Joists @ 16"oc. Joists @ 16"oc. @ 32"oc. 2x4 Ridge Poles @ 24"0 .o .o 226 ACQ Shoe �Zx4 ACQ op R19 Batt Insulation Tydown Jr. 4" PG Slab Plate an Studs mPROJECT N CV � � ro 3 a3i N N N w w W z Framed Wall Detail z `—R30 Kroft Insulation 2x6 Collar Ties Custom Track 2° Sheetrock @ 48"oc. New Framed wall New Framed wall 5" /2x6 Ceiling Joists PA14VA Beneath Floor Joists Beneath Floor Joists Provide $ Type "X" Sheetrock on Walls " Sheetrock get @ 24„°° Laundry - - —�— — - -- —�— — — — — — —0— — and Ceiling 224 Studs 16"oc. ?,0111111111 '. h Upgrade Storage Living Room Room Provide New 2" Conduit from Provide New 2" Conduit from Provide New 2" Conduit from FElectric Panel Man Panel to For end of house Main Panel to For end of house Main Panel to For end of house to 200 Amp New Clopay B'w x Th AreaR-15 Insulation R-15 Insulation Service Garage Door 5„ LANE and cap i1 for future use and cop it for future use o and cop it for future use a CDX Subfloor 2x6 ACQ House Beam 6520 SKUNK LAi�E or 1'-4' 1'-4" 2x4 Shoe (Match Existing) Simpson Joist Hanger r 2x8 floor Joists 16"oa 24 ACQ Box Beam 80 HAYWATERS Drive N 2x8 Floor Joist @ 16"oc. 002x8 Floor Joists @ 16"oc. x ACD Floor JOstS 0 11 lz8 Azek CUTCHOGUE NY 11935 AT � A 2x4 Kneewall Simpson Tydown Skirt Board Crawl Space Crawl Space _ 11 2x8 ACO House Beam 4" PC. Slab R30 Kraft Insulation 4" PC. Slab Si pson Strapping w ao _ 4x4 ACQ post mounted N 3 Z Provide 416"" Solid Conc. Block Simpson 424 8' Concrete Filled DRAWING TITLE: 1— Cemented to Floor Beneath Wall 2'212°st Anchorhor Boli SonaConbe Footingon a2Mzn2 x8 Above Provide 8" Concrete Wall on5 Rebar 3'-0" Below Final 15"x8" Conc. Footing beneath Grade with Simpson 44PA Concrete Apron. Verify or Install. —�. bolted down PLANS — — — — 1'-10Y"-4 with 2'x12" Anchor Bolt New Clopay 8'w x 7'h — — — — — _ _ _ --�i Garage Door B Existing Cross Section rB AS NOTED -°" 16'-0" 101 22'_0" SCALE: 1/4"= 1'-0" <NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, SEAL: DATE: JUNE 01, 2021 FOUNDATION PLAN PROJECT NO: 1 103-2021 Scale:4"_ �r-o" R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE - DRAWN BY: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ��''� �i ... , sr BDK df ,% ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF YL H , `. CHECKED BY: LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH i0� "`" .+`." '. " KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE / a}�. 1` a Existing Structure REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE ¢-- w-b . SHEET NUMBER: TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO .4 COMPLY WITH THE REQUIREMENTS OF THIS SECTION, AlI 01 R301.1.1 ALTERNATE PROVISIONS New Structure AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN Acceptance of these drawings does not authorize the right to build without the authorization ,. •' CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building '` DOB NUMBER: OF Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 1) AWC WOOD FRAMED CONSTRUCTION MANUAL .(WFCM) agencies prior io construction. 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) KEHbDESIGN•ASSOCIATES,uc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) 112 /L PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE KEHL DESIGN ASSOCIATES LLC { LLLl l I II II II II 2015 INTERNATIONAL RESIDENTIAL CODE IIII � I III L �J�11_IU U L��L� II I ILL I� L! !I IIII ( II I I I I ! UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. residential s commercial design . consulting I_ LIJ LL LIJ LI �� �J IIII IJ ��L �0 I I II �I I III W III SLI IJ V I LJ LJ L LJ L1J I LE L III I I_ I I LL u L_ L L I 11 11 11 1 I_iuLqfLIIL1Lu ! 11 11 1 LL L I LJJI IJ L1J I I_ I LI LII 11 LLI IJ L I III LI_(L=LI 1L11L1J� U I I L� L� L� IL IIII L11 LLJ LUL LI�J LI L1J W U L LI_I LH I ILLI LJ 111 11 11 III III 11 11 11 L_II Ll! WI LL ! LE! II IIII �, III! ! LI_� II IIII L NOTE: VERIFY ALL DIMENSIONS TO P0,Box 1675 phone: (631)433-9084 1 LL L11 I III 11 1 ILII I' li III I LI_ 1! I� INSURE FLOORS OF NEW ADDITION Southold,New York 11911 E-Mail: ssbn654@optonline.net _LLLUI I I I LLL-LI I I IIA 1111 I I �I I I iI LII 11 I I I I III I L 11 I jLiH ALINE WITH FLOORS IN EXISTING I II I I I V Lll_ 1 U LLLtu1 ll_I! WI IJ _I ILLI L ! lull! U L I �L HOUSE. 1 ul_1LLL I LL1 LI III LI IlJ�IJ- 1 IJ 1 L� 1 Ll III 1 I III ! 11 1 It IJJ IJ LSI I 1 LJJJ-J L"1W ELECTRICAL SYMBOL LIST: Kehl Design Associates,LLC o formerly D A K Associates,LLC ul II ILII �! IIII ! II LI-1Lll�11!11_J1J1 Il J11LI._1! LII�I_l1_W I 1x6 Azek Frieze Board — � ALL HEADERS ARE TO BE RSHIP & USE OF DOCUMENTS: _4x4 Azek Corner Board Waterproof shielded"Dog House"style floor device 5/4x4 Azek Door Cosin 5/4z4 Azek Window Casing 5/4x4 Azek Window Casing (2)1%"X 9Y2" LVL UNLESS These drawings and s ecifications includin the with duplex receptacle on dedicated circuit,and g p 9 4x4 Azek OTHERWISE NOTED ® ideas, design and arrangements represented Hardi-Plonk Sidin Hardi-Plank Sidin Hordi-Plank Siding voice/data receptacle with cable drag line Corner Board g g therein, are the property of KEHL DESIGN (Verify with Owner) (Verify with Owner) (Verify with Owner) ASSOCIATES, LLC. No part thereof shall be n 2" Azek Historic Sill � duplex convenience receptacle copied, disclosed to others or used in connection p NOTE. VERIFY ALL DIMENSIONS with an work or ro ect other than for which Azek Historic Sill INSURE WALLS OF NEW ADDITION lex le on dedicated circuit y p � '� � �P recePtac they have been prepared without written consent. ARK is one LINE-UP WITH WALLS IN HOUSE. s duplex convenience receptacle above for TV height TBD. b Provide Handrail as per NYS Code 1x10 Azek Skirt Board 100 Azek Skirt Board NOTE PROVIDE FIRE BREAKS =0 quad receptacle dedicated circuit if Deck is Greater Than 30" Above AS PER ° Final Grade. THE 2020 RESIDENTIAL =9 GFI protected duplex convenience receptacle CODES OF d NEW YORK STATE. half switched floor recepetacle(brass plate-flush in floor) e Weatherproof lockable GFI protected duplex receptacle REAR ELEVATION f (dedicated circuit) quad receptacle SCALE: 1/4"= 1'-0" duplex receptacle with USB plug-ins u B ® voice/data receptacle with cable drag line/TV cable connection Stairs to Meet up 1 with Walkway A Q voice/data receptacle clock receptacle `4'-0" 22'-0" -0" -0" —6'-0" -0" -10" 3'-2" -1Y" 7'-5" 3'- $ light switch location t light switch with fan timer location WORK NOTES: 1%" 2'-10%" -4Y" 7'-2r%6" 7-2t3is- 134 $k light switch with key lock location Provide Handrail as per NYS Code Provide Handrail as per NYS Code if Deck is Greater Than 30" Above if Stairs Requires Greater than NOTE: VERIFY ALL WINDOW NOTE: VERIFY ALL WINDOW Final Grade. 3 Risers after Final Grade REPLACEMENT SIZES PRIOR REPLACEMENT SIZES PRIOR TO ORDERING AND INSTALLATION TO ORDERING AND INSTALLATION countertop continuous plug mold NOT F O R voice/data drop with cable drag line for laser printer CONSTRUCTION Security Lighting Security Lighting 4'x 6" Trex Decking or Equal ecus m o on Rear of OA Exterior Hi-Hat Recessed Light Fixture USE UNLESS on Rear of on Rear of SecurityLighting Replace Existing Window Replace Existing Window Replace Existing Window Replace Existing Window Hous Security Lighting g 9 Hruse Nouse Interior Hi-Hat Recessed Light Fixture General se on Rear of with with Replace Existing Door with with Washer Water Andersen Series Andersen 400 Series on Rear of OB ( Purpose) CERTIFIED BY A House Andersen 400 Series Andersen 400 Series with 2868 Andersen 400 Series Andersen 400 SeriesPrnvid House / TW26310 or CX14R TW203210 or C13L CXW13R CXW13L Drain x C iL OC Interior Hi-Hat Recessed Light Fixture(High Ceiling) PROFESSIONAL OD Interior Hi-Hat Recessed Light Fixture(Acceit Light) ENGINEER IS' Stackable !r g1 Ex sti n he er Washer 14'-11" 3tz fiance to be hard-wired verify size of load 0),) ath Heater and 2 upyAPP Dr er z B B B ° Rom 1 3'-0" 3'-2Y" L Hanging Ceiling Mounted Fixture Outlet 1� hr Fire-rated TBD Door and Assembly 2 _8� 3068 Existing w/self-closing hinges HVAC TBD-P Surface Mounted Ceiling Fixture Outlet Bedroom Existin HVAC Return Existing ND B 10'-7Y" B TBDS Surface Mounted Wall Sconce Fixture PROJECT: y Bath Kitchen New Kit 1(� B TBD-SW NOTE. VERIFY ALL WINDOW Room �p�Y TV Room NOTE VERIFY ALL WINDOW REPLACEMENT SIZES PRIOR �[/ � � Surface Mounted Wall Mounted Fixture Outlet REPLACEMENT SIZES PRIOR w 3 o TO ORDERING AND INSTALLATIONTO ORDERING AND INSTALLATION HVAC © New Bathroom Exhaust Fan(ducted through back of roof) n Q 0 Return 11'-1" (Broan Solitaire Ultra Silent-Model S 1IOU(110 CFM,1.5 Sones)) 'o B B Under Counter Lightingr% Ee,% I E x New NL Night Lighting Circuit U Provide New Bedroo 32"z 32" 200 amp B HVAC B Service Panel Exterior Security Lights 6520 SKUNK LANE or 0 Flush Access uppl Q Existing Existing 3Y' -4" ,'-a" 8® 80 HAYWATERS Drive Bedroom Living Room B E� A CUTCHOGUE NY 11935 0 Existing Iol � 2' °" d � , Bedrooms New ALL HIGH HATS ARE TO BE ON DIMMERS DRAWING TITLE: Storage LOCATIONS OF ALL FIXTURES AND B HVAC B Area RECEPTACLES ARE TO BE FULD VERIFIED PP " PLAN Replace Existing Window Replace Existing Window Replace Existing Door j Andersen 400 Series d New Clopay 8'w x Th AS NOTED with with with 3068 s• /o�¢ ao� CX24 Geroge Door ALL ELECTRIC AND LIGHTING TO BE INSTALL Security Ughlhg Andersen 400 Series Andersen 400 Series9�d f°9 osP %��Q �o 41 Security Lighting onfront House o TW26310 or CK14L Security Lighting TW26310 or CX14R `purity Lighting l��O�JPs�/r '°" Replace Existing Window `�c��'r�o���a� on Front House of 0 0 o Security LightingAS PER THE RESIDENTIAL BUILDING CODE OF on Front of on Front of o r with 419' 188, Y House NOTE: VERIFY ALL WINDOW House Andersen 400 Series p� `�`1� on Front of NOTE: VERIFY ALL WINDOW NEW YORK STATE. TW210310 or CXW14R House B NOTES: REPLACEMENT SIZES PRIOR REPLACEMENT SIZES PRIOR 1 1 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE TO ORDERING AND INSTALLATION TO ORDERING AND INSTALLATION DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FELD FIT, THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 12'-4' 1'-3" 9'-4" 12'-10" 10'-10 6'-6" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 64'-0" SEAL: DATE: JUNE 01, 2021 PROJECT NO: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE „'•;'"""�"�. 1103-2021 FIRST F PLAN © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE a�� �' �0 1 DRAWN BY: 1"— r s R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �• CUA,\ .;"'• BDK /`�` a •„ `O CHECKED BY: Scale: - 1-0 ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF jj %o �, o. LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH /� ims 'ut' THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE r " PLANS IS LICENSED EXCLUSIVELY TO THE BUYERWITH WRITTEN PROOF OF PURCHASE. SHEET NUMBER: , REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION, BUILDINGS AND STRUCTURES CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO ., •'�- P ;- r. Existing Structure COMPLY WITH THE REQUIREMENTS OF THIS SECTION. � � .� � f Al 02 R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT r SS101A New Structure TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN Acceptance of these drawings does not authorize the right to build without the authorizationDOB NUMBER: OF , CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) agencies prior to construction. 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) KEMDERGNA%OME$ 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400)