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HomeMy WebLinkAbout48432-Z ¢ �FFa� i Town of Southold 11/16/2022 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43597 Date: 11/16/2022 THIS CERTIFIES that the building ACCESSORY Location of Property: 625 Glenn Rd., Southold SCTM#: 473889 Sec/Block/Lot: 78.-2-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/6/2022 pursuant to which Building Permit No. 48432 dated 10/26/2022 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: "as built"accessory pergola_ as applied for. The certificate is issued to Quinn RW Irry Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED ut ori d gnature ��oeFo TOWN OF SOUTHOLD BUILDING DEPARTMENT N s TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48432 Date: 10/26/2022 Permission is hereby granted to: Quinn RW Irry Trt 17 Jamaica Ave Plainview, NY 11803 To: Legalize "as built" accessory pergola to an existing single family dwelling as applied for. Additional certification may be required. At premises located at: 625 Glenn Rd., Southold SCTM #473889 Sec/Block/Lot# 78.-2-8 Pursuant to application dated 9/6/2022 and approved by the Building Inspector. To expire on 4/26/2024. Fees: AS BUILT-ACCESSORY $262.40 CERTIFICATE OF OCCUPANCY $50.00 Total: $312.40 Building Inspector �u OF SObT�o� l * # TOWN OF SOUTHOLD BUILDING DEPT. `,coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [�FINALPe4fi (A- VnAV' FIREPLACE & CHIMNEY FIRE SAFE�Y INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O [ ]' RENTAL REMARKS: `1 12 40/ s DATE to INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION (IST) W � ------------------------------------- FOUNDATION (2ND) 0 z � o N y ROUGH FRAMING& °P PLUMBING 1,3y � r INSULATION PER N.Y. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 1 `meati cc- 4312-40 �Z A t� � O x Z � d b t• TOWN OF SOUTHOLD-BUILDING DEPARTMENTTown Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 cn x ?y�ol Sao* Telephone(631)765-1802 Fax(631)765-9502 haps://www.soutlioldtoivnny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I'' ��rj I I I PERMIT NO. ffS 16 Building Inspector. SEP G6 2022 Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT: applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD_ Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: . a-i - SUM#1000- i`1't� ,CN, -0 0c) Project Address: 6 � Phone#: T c`Q•,`r-L b3i -tS.1 -7Ys7 Mailing Address-T-CLJL"kA_ iR Si4ELwj�� Avl=y 6<iH'N4F_ir4.4 QJt Hnl. M. pAVE:, f-Lkjr-ftJ;5:tom: N14 119G 5 CONTACT PERSON: -Name: Ba-fr Jai�jft` Mailing Address: �S tul IN 5 LIP Phone#: 6j 3 3-�'t� Email: <;�;v �S DESIGN PROFESSIONAL INFORMATION: Name: Ki�:,AL_ WEIIS44N fVSS,I)Cy-. LLC., Mailing Address: SCS- �.ie SiY( t/Vf— US ��r N� (671 Phone#: 63i-133 _ © i Email: �J �6 `{ [ �C t i►Ic .i�E I CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure Wddition NfAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ X500 Will the lot be re-graded? ❑Yes DNo Will excess fill be removed from premises? ❑Yes KNo 60N.ST(ZQCT)C>y OF hCC1:--.S0Py �i%JCTUR­S- �2(ic7Lr'� 1 PROPERTY INFORMATION Existing use of property. S� � .' Intended use of property: si rcC LI` FAml Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to P,— o ?ZSI M NT1 AL- this property? ❑Yes IWO IF YES, PROVIDE A COPY. x+ 31 s rc is s The owner/contrecbor/design professionalls 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 Regulatio6s,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 pass A misdemeanor prrrsuarrt to section 210AS of the Nevi York State Penal Law. Application Submitted By(print name : rz�i i�. iLi✓:it 'Authorized Agent ❑Owner Signature of Applicant: / ""�' Date: STATE OF NEW YORK) SS: COUNTY OF S}c1'"0 AL ) -i�(zxiT h KFty— being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Pt ! (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 day of ,20 NotaryPublic TRACEYL DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6806900 PROPERTY WER A T_H70M.'AT 1 M! QUALIFIED IN-SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSIONI EXPIRES JUNE 3012Da(A SO-7 ' 1, 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 Building Department Application AUTHORIZATION (where the Applicant is not the Owner) J r Mrs( residing at q S1kKdh An Aq f (Print property er's name) (Mailing Address) do hereby authorize '-2�2E T lQ_ KE 4-(— (Agent) to apply on my behalf to the Southold Building Department. .x (Owner's Signa (Date) (Print Owner's Name) � �d 1J U/�►/yl t unaugwinddteraxon orafton s to"Sunray is a viokftn of sod=nos d the New York am Education law. + copier d thlt= ION bnrMO MAP OF PQ0v EQ rI' 1 the lend suweyora teal or , arnboaW tobe tod�tnocoopyroW�� SURVEYED MR y q ) ouamamUft 1 al11 11 SWrun - _ , orrtylogo pen+ twwhorotheeurvty � �� r-� r. O is prepared.and on hb hetlalf to the q ytie governmentalagemartd _ .__._.. ._.. _=•'- ---- t >end4rp institution tLsted hereon and i to the assignees of the lendlnp to& A T r talion.Guawtees aro not ttensterablt + i to additional Insuludons or Subse4ma 1 140.90 — rr,er -- .50UTNOLy �a59'�O"E, m Y TOWN OF SOUTHOLDCD , r . „APs j cowaz.a cy- FDUNflI� _4d} . . 5o I C6I STolzY 1:12-Ho SCALE- 50'-1" ; O=f RON PIPE In cad° `�� Af-=A _` a _5 F RAiit A DI N �ore:flN . 4J1+ °�► �'�' Mot:Bx �► ,vi A,,- A_Mc".1 E r ; LAN09v�J r�.�'✓ rC. �Lr'� �•, ".�i��.. '.� .. 150.0 TO '— NAVB I.'30"w t40.00 5H E-ARD DRIVE j 0 ! •GLENN CtOAD rA , GUAPAN T EED •T•O.THE HOME 7'MLS D!Vi510N- -- C,,,CAGO TITHE iN50RANCE MMPAN`/ t T-07 E r ciOUTHOLD 5AVI NG5 BANK i t 04,15 JRVISYED APR.7 I% VAS► PJYL9 5ON NOTE-LAT N&5.5HC3W1-4 REFFM TO_"_UFMAP OF WEST CIZEE.K EST;AT'�C}N FE i�t iI. THE S �Ot�K Ci7UNTYG..ERrG'S --• �--•---- .,�� ('? _�. ( - OFF4C.F. A�=, MAP No.5$46 • v ....� LiCM*45EL' LAND SUiRVEYOR5 ' SUFF CC),TAU MAP DATA:J0M-478-%-s, �_ GREEtiEREM N_Y, 1 Roo- ' APPROVED AS NOTEDI1..�.�, DATE 'as B.P.4J1L.��� FEE � BY 5 NOTIFY. BUILDING DEPARTMENT AT COMPLY WITH ALL CODES OF =1 . 765-1802 '8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: NEW YORK STATE &TOWN CODEStu 1. FOUNDATION-TWO REQUIRED S REQUIRED AND CONDITIONS ®F FOR POURED CONCRETE ::, Z ROUGH-FRAMING,PLUMBING, SOUTHOLD TOM M STRAPPING, ELECTRICAL&CAULKING 3. INSULATION SOUTHOLD TOWN PLANNING BOARD 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. 7:L—\.-.SOUTHOLD TOWN TRUSTS ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW N.Y.S.DEC YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Additional Certification May Be Required. iw GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION % r 1 RESIDENTIALALL CO EORK WITHOBE THE 2016UNITED FORMIFORIM CODE SUPPLEMENT,TANDTREGULL TIONNSTOFLAALLNOTHERR AGENCIES I HAVING JURISDICTION. /'./i/ CC) NTRA'R CTOR N 0 T E S General Notes: 3ENERAL % '�� ---- - -- ES GENERAL NOTES: Wood: - - -- - 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIATES � INTERNATIONAL RESIDENTIAL CODE. WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, B. LOCKED AREA. / residential & commercial design . consulting 2. UTILITY COMPANY REQJIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. 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 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone: �631J433 9084 BUILDINGS, OBTAIN AL_ REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "shaped" as shown architectural cross sections. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES shall b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654,a_1opfonline.net 3. 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. 5. Erect and brace trusses in accordance to truss plate institute recommendations. Kehl Design Associates,uc•ramenYoa,KAssociates,uc SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE' EXPOSED CONDUITS. �-, 7777,,.• ,: ;17, /7-/ y�'71 4• 6. Plywood sheathing. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 5 b. Plywood sheathing shall be continuous over two or more sans with rain of face I s across supports THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED y g P g P y PP CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN 7. All sills shall be pressure preservative treated 4 PSF retention SYP 2 or better. ASSOCIATES, LLC. No part thereof shall ec be OR DURING THE EXECUTION OF THE WORK. P P (• ) � 3. DUST CONTROL: copied, disclosed to others or used in connection 6 with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED r0 THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. E = 1 ,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT of BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. • ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): g E = 1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY SAPPED OR PLUGGED. 11 . KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 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. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES 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. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14, ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. 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 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 THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING .REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: RESOLUTION. DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOT FOR ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 SINGLE O AND MUE OR LTIPLE-STATION-STATION INLTI PLE- AA10CCORDAOKE NCEAWITH 2015 MS AS WELL INTERNATONABLORESIDENT DE DOEDTECTORS CONSTRUCTION UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. C Al SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE PROFESSIONAL L 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 SLIGHT TO MODERATE 11 degrees YES 1984/1998 O NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. AND MINIMUM CONCENTRATED LIVE LOADS 9 w PRESCRIPTIVE DESIGN ALL STRUCTURES TO CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE OCCUPANCY OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS (psf) (pounds) UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND RESCUE REQUIREMENTS. 1609.1.2 PROTECTION OF OPENINGS USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS UNINHABITABLE ATTICS WITH LIMITED STORAGE i I' k 20 OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY RESIDENTIAL R-3 (SINGLE FAMILY) REFERENCED HEREIN AS FOLLOWS; EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 14'• !1" r1 �lI �� � , k LA 1.GZED OPENINGS LOCATED WITHIN 30 FEET (9144mm) OF GRADE SHALL MEET THE - I TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS 30 _ REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996, 1 cC� TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL J4 1� 1 MEET THE PROVISIONS OF THE SMALL MISSILE NOTES: TEST OF ASTM E 1996. •,+IILT1a-; ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL �_„ C;:,;;;1i;;;i;1 V B ALL OTHER AREAS 40 EXCEPTION: RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF �/s INCH (11.1mm) AND HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROJIECI: NEI SUBSTITUTIONS PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm2, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL QUINN, 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE Att framing hardware shown on these plans, 1 POUND PER CUBIC FOOT = 16 k /M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE HEIGHT, BUILDING. g PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED Unless otherwise indicated, is Simpson Strong-Tie. THE VERTICAL DISTANCE FROM GRADE WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO No substitutions are approved or authorized, RESIDENCE PLANE TO THE AVERAGE HEIGHT OF e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY pp THE HIGHEST ROOF SURFACE UNLIMITED AREA 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH /� =I 0'-0" AS PER CHAPTER 5 OF THE 3 STORY THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE PERGOLA INTERNATIONAL RESIDENTIAL CODE AS PER TABLE 506.2 I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED Due t0 the relationships of framing hardware to UPDATED WITH THF 2016 BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13i,716mm) OR LESS WHERE the other components of the structure, any framing EXISTING CONDITIONS INTERNATIONAL CODE SUPPLEMENT. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH hardware substitutions Will render these plans ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). nu(( and void, and will result In the installer/contractor SINCE 2017 OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED To ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE assuming responsibility for the design and OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT performance of the entire system. TOTAL HEIGHT FROM RIDGE TO GRADE 10'-0" J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED, p y , 625 GLENN RD. THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY Il, III OR IV BUILDINGS LOCATED OVER 60 FEET SOUTHOLD, NEW YORK ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144rnm) ABOVE AGGREGATE LUMBER SPECIES AND GRADE THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE PERMITTED TO BE UNPROTECTED. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE DRAWING TITLE: i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. NOT LESS THAN 30 INCHES GENERAL NOTES ii.) THE SLOPES of THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - AREAS 017 STRUCTURE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SPACING (INCHES) PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) NOTES: THAN 10 POUNDS PER SQUARE FOOT, DECK TO BE REMOVED NA FASTENER TYPE THESE PLANS ARE AN PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) DESIGN PROFESSIONAL IWHOSEMEALENT OIS AFFIXED F THE RHEREVICE TO. DINFRINGEMENTS ARE THE WILLERTYB F THE NEW CRAWL SPACE NA K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN C 6 FEET SPAN < 8 FEET EX. BASEMENT NA TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL EX. FIRST FLOOR NA FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE BASED ANCHOR WITH 2 16 110 8 ROOMS. N0. 8 WOOD SCREW- DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW FIRST FLOOR 144 SQ FT INCH EMBEDMENT LENGTH UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT EX. SECOND FLOOR NA NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE No. 10 WOOD SCREW- FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NEW SECOND FLOOR NA OF THE INTERNATIONAL BUILDING CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 112 9 SEAL: DATE: NEW BALCONY NA INCH EMBEDMENT LENGTH LOFT NA Ya INCH DIAMETER LAGSCREW- AUGUST1, 2017 ATTICHOUSEa NA ATTIC (HOUSE)(b) NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH BASED LENGTH 16 �2 9 PROJECT No: GARAGE NA �C} COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �`•.t .3" 1132-2022 RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. , ,; �j � '` ti DRAWN BY: UNDER FEDERAL COPYRIGHT LAW. ..•,�.��,:�, �, ATTIC (GARAGE)(a) NA ' `y, ­,L, • BDK NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS PLANS MAY NOT BE REPRODUCED WITHOUT BONUS ROOM NA 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 ' ti' 4. " .A. OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 - 1^,_.1 +v,', y, CHECKED BY: WRITTEN AUTHORIZATION. ,, � , SCREENED PORCHES NA INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. 1 •• R a. This table is based on 140 mph wind speed and a 45-toot mean roof height. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ss 4 SEASON SUNROOIA NA (SEE PAGE A102 FOR DETAILS). NIh b. Fasteners shall be installed at opposing ends of the wood structural panel. KEHL DESIGN ASSOCIATES LLC. if a ' 'SHE NUMBER: NEW DECK NA Fasteners shall be located a minimum of 1 inch from the edge of the panel. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERED PORCHES NA #x�• COVERED ENTRANCE NA c. Anchors shall penetrate through the exterior wall covering with an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN v,.. F , .. G1B length of 2 inches minimum into the building frame. (Fasteners shall be located F'ROOF OF PURCHASE. '+l�► s �ilk '��, POOL HOUSE CABANA NA a minimum of 2Y2 inches from the edge of concrete (block or concrete. ^ x , ' ht to build without does not authorize the right of these drawings ACCESSORY STRUCTURE NA '•_. � �=�§ RAMP TO DECK NA d. Where panel are attached to masonry or masonry stucco, they shall be attached Acceptance g g using vibration resistent anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept. DOD NUMBER: OF of 1,500 pounds. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction. © KEII;DESIGN•ASSOCIATES,uc (b) WITH STORAGE FOR CONSTRUCTION %; SIMPSON STRONG ' % TIE CONNECTORS SPECIFIED USE A MINIMUM OF d / ./ � ✓ / `/ TWO 8d NA[LS THIS f✓ / / MTS20 LTS20 / -- DOUG- SIDE OF TRUSS. FASTENERS AL_OWABLE LOADS 1'2 LOAD , - LATERAL WITH TOTAL FOUR m JL1 M GA UPLIFT UPLIFT x1 " CODE ° /• ° °MODEL (133/160) Sd 8d NAILS N0. TO AVG NAILS REF. INTO TRUSS T � RAFTERSTO / PLATESSTUDS ULT. (133) (160) � Fz (133& STU '- 6- - TRUSS =� SIMPSON PROVIDE (1) HGAIOKT ONT� �T/� NOTE: REFER TO SIMPSON WOOD CONSTRUCTION _ TAKE-UP WASHER SIDE OF CEILING JOIST KEHL DESIGN ASSOCIATES LLC H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND AND ON SIDE OF RAFTER g PROPER INSTALLATION PROCEDURES i— — residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 — DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER TWO ° o ART 'x12 P0.Boz 1675 phone: X631 J 433-9084 CODE IN NAIL o Southold,New York 11971 E-Mail: ssbn654@opton!ine.net MODEL GA ULT. LFTA Z EFTA REF. INTO °® ,o' NO. MAX. CLEA PLATES WDTHSPAN L QTY DIA 1}„ 2" 2 3" 31" 1!" 2" 21" 3" 3}" EIGHT SP48d NAIL a Kehl Design Associates,LLC a formerly D A K Associates,LLC INTO m"�'/i� LFTA 16 24" 17" 388" I6-10d — 4200 1205 laoo s, aa, 65 STUD OWNERSHIP & USL OF DOCUMENTS: 0 z DOUG-FIR LARCH / SO. PINE FASTENEIRS ALLOWABLE UPLIFT LOADS 3 00 These drawings and specifications including the MODEL L AVG 10d 10d x 1j" CODE ideas, design and arrangements represented LFTA ULT. REF. Lr TA N0. " L S T A 21 therein, are the property of KEHL DESIGN 10d 101 x 12 (133 / 160) (133) (Iso) ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection MTS16 16 14-10d 14-1Dd x 1 3116 1000 840 1000 3, 41, 128 0° o with any work or project other than for which ° they have been prepared without written consent. ° MTS20 20 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 0 0 Simpson Strong-Tie °° HOA10 LST20 20 12-10d 12-10d x 11" 2383 775 720 720 3, 41 CNW- ° DETAIL "E" ° COUPLER NUT Equal number of ° DOUG-FIR-LARCH/ SO. PINE CODE SpeClleal n TYPE OF DIRECTION ALLOWABLE LOADS REF. ° MODEL CONNEC- OF LOAD ea dnd N0. (1 OC) (125) 160 " 11 TION FLOOR ROOF 160) Simpson Strong—Tie DETAIL K G 515 645 670 CS 16 LTP4 5 J 515 645 670 6, 39, 97 DETAIL H H 515 645 670 1 rfI ''' (DF/SP) (13HOEDOWN HOEDOWN 3) ART8' MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""' DEFLECTION DEFLECTION CODE STU STUD LENGTH OF BOLT 2,3 AT HIGHEST REF. / MODEL MACHINE AVG IN VERTICAL WOOD MEMBER AT HIGHEST SIMPSON NO, BASE BODY a ANCho SHOR BOLTS ULT. ALLOWABLE ALLOWABLE LOAD DESIGN 8 HB SB W H 8 SO CL DIA DESIGN o ,/ CA GA QTY DIAWHEN RAISED OFF ° 14" 2" 2}' 3" 34" 5J" LOAD THE SILL PLATE o TAKE—UP WASHER 0 HD2A 16 12 44" 24" 24" 8" 2�" �" 1�" � 2 � 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 ARTS"x12 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG OF SP ODE W L STUD PLATE ULT. (133) / (160) R SP4 3�" 7J" 6-10d x 1j" — 2917 735 885 7, 40, 127 40 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. GA yi L NAILS R (133) (160) REF. °o WORK NOTES: 100 LSTA21 20 1 21 1 -1 d 905 1205 1295 7, 40, 90 ° 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO, CA W L NAILS 1FLOOR (133) (160) REF. Simpson Strong—Tie MSTA24 18 1 24 18-10d 1025 1370 1640 7, 40, 90 L U S 4 6 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE SPAHD2A Na. (LENGTH END CAACUT LENGTH (TOTAL) (133 / 160)2 oCIREF.aNG OF ROLL (100) 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 1 1650 2J" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS pN, DOUG-FIR AR H PIN ALLOWABLE LOADSON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "F" NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES 10d 16d ULT' (133)1(160)1 10d I 16d I 10d I 16d 10d I 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3{" 4J" 2 — 4-16d 4-16d 6076 1140 1160 1000 1150 — 1250 7, 40, 127 DETAIL "I" STU 8'- HUS210-2 14 3 9� 2 — 8-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36 84 122 ART�'x12 SIMPSON 00�G-FIR LARCH/So INE ALLOWABLE LOADS MODEL FASTENERS UPLIFT UPLIFT LATERAL CODE N0. GA (133/160) REF. TAKE—UP WASHER ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz 160 HGA10KT 14 4-SDSJ"x1 J" 4-'SDS "x 3" 1523 435 435 1165 940 CN W— usE A MINIMUM of SP4 COUPLER NUT TWO 8d NAILS THIS CNW- STU 5"— SIDE OF TRUSS. /, . O . COUPLER NUT S P 4 STU 8 TOTAL FOUR SE A MINIMUM OF 8d NAILS TWO 8d NAILS THISSTU '- TAKE—UP WASHER INTO TRUSS SIDE OF TRUSS, MTS16 MTS16 LSTA21 SIMPSON TOTAL FOUR /. ® o HD2A N TAKE-UP WASHER Strong-Tie TAKE- 8d NAILS L S T A 21 INTO TRUSS HUS 2 1 0-2 PROJECT: TWO PLATES °°m° FI " ANCHOR BOLTSOW I N N 8 NAIL TO J EIGHT-' TWO I ' 8d NAIL 8d NAIL INTO INTO i STUD Simpson Strong-Tie PLATES °®° DETAIL "A" ® � RESIDENCE H7 EIGHT INAIL ® DETAIL "D" DETAIL "G" DETAIL "J" INTO STUD Simpson Strong-Tie ° ■ ERGOLA H7 Simpson Strong-Tie EXISTING CONDITIONS LFTA ROD SYSTEM EFTA EFTA SINCE 2017 BP 625 GLENN RD. SOUTHOLD, NEW YORK TJRAWING MILE: SIMPSON WINDLOAD CHARTS & CALCULATIONS LTP4 DETAIL "L►" & LTP4 STRONG-TIE DETAILS LTP4 SET: ISSUED FOR: DAI E: I DETAIL "C" I Simpson Strong-Tie Floor-to-door Connections SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. AUGUST 21, 2017 LTP4 DETAIL "B" (1) SHEATHING TO BE NAILED TO CCA SILL PROJECT No: LTP4 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 1132-2022 Simpson Sim Strong-Tie Tie EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES ,-- "~ ""';`" `,,�,,: ° DRAWN BY: p g (4) SHEATHING TO BE NAILED TO TOP PLATE ' ,. BDK Floor—to—Floor Connections NO SUBSTITUTIONS f^' 't '-" CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL All framing hardware shown on these plans, ` f SHtLi NUMBER: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. unless otherwise indicated, is Simpson Strong-Tie, C COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS AREt _''` �., AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE No substitutions are approved or authorized, 0 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT =- �gy �-�� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF . G� Due to the relationshi s of framing hardware to ��'`r' �� ��.-; ' P g KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ' ; �j` »r the other components of the structure, any framing PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. = -- + 4°,s ' 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) hardware substitutions will render these lans p U NUMBER: U I- 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - null and void, and Witt result in the installer/contractor PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) assuming responsibility for the design and Acceptance of these drawings does not authorize the right to build without the authorization performance of the entire system, of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ® KEEL-DESIGN•ASSOCIAMuc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. i AH KEHL DESIGN ASSOCIATES �c residential & commercial design " consulting 2x2 ACQ Arbor Battons 2x10 Ceiling Beans @ 16'oc, P0.Boz 1675 phone: (631�433-9084 2x8 Ceiling Beams @ 16'oc. Simpsons Strong-hold Bolts 2x8 ACQ Girder Southold,New York 11971 E-Mail: ssbn654@optonline,net 2 x 8 ACQ Girder Kehl Design Associates,LLC*formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: CD These drawings and specifications including the 6x6 ACQ Post �lN ideas, design and arrangements represented 6x6 ACQ Post m 13' therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be °J copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Grade Grade 6x6 ACQ Post buried 6x6 ACQ Post buried 3' into the ground 3' into the ground encased in concrete. encased in concrete. EAST / WEST ELEVATION! SOUTH / NORTH ELEVATION_ SCALE: 1/4"= V-0" SCALE: 1/4"= 1'-0" WORK NOTES: 1'-2"� 13' �1'-2" 1'-2' 13' —ICU 2x2 ACQ Battons o 13 � 2x2 ACQ Battons I 6x6 ACQ Post 6x6 ACQ Post buried 6x6 ACQ Post buried 3' into the ground 3' into the ground encased in concrete, O encased in concrete, O 2x8 ACQ Girder 2x8 ACQ Girder U u u u u u F'RUJEC i s o o 0 2x2 ACQ Battons o 0 0 .o Fill,I 1D r. r, QUINIM & @J u u @J u LnLn N RE IDE CE +1 +1 +> -P +1 +1 Ln � � � In � .0 0 0 0 0 0 es es es es es c� EXISTING CONDITIONS co 00 co cc co cc SINCE 2017 6x6 ACQ Post buried 6x6 ACQ Post buried — � N N Cu Cu into the ground 3' into the ground encased in concrete, [] encased in concrete, 2x8 ACQ Girder 625 GLENN RD. SOUTHOLD, NEM YORK 0 0 I DRAWING TITLE: a HOUSE HOUSE HOUSE PERGOLA FOUNDATION PLAN / FLOOR PLAN / ELEVATIONS AND PLAN REFLECTIVE CEILING PLAN REFLECTIVE CEILING FOUNDATION PLAN- ROOF FNIAMING PLAN SCALE: 1/4"= V-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= V-0" SET: ISSUED FOR: DATE: SEAL: DA I E: AUGUST 31, 2017 PROJECT NO: 1132-2022 DRAWN BY: B D K CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL yam.," � � �,,, .� SHEET NUMBER: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE _ AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE "I f PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 0 ` LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF '"" �c"�h.�= `' I 10 1 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE v'�,' O;�,c� PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. � DOB NUMBER: OF 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) . �;'x :>� 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization '��. PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ® KEHL•DIESIGN•ASSOMTES,uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400 agencies prior to construction.