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HomeMy WebLinkAbout51374-Z ,.. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51374 Date: 11/12/2024 Permission is hereby granted to: Michael Dempsey 94 Kenwood Rd Garden City, NY 11530 To: Construct an accessory garage to an existing single-family dwelling to include roofed over deck and outdoor shower as applied for per SCHD approval. Premises Located at: 2350 Haywaters Rd, Cutchogue, NY 11935 SCTM# 111.-6-13 Pursuant to application dated 07/19/2024 and approved by the Building Inspector. To expire on 11/12/2026. Contractors: Required Inspections: Fees: Accessory-New Structure $470.00 CO Accessory $100.00 Total $570.00 ��� Building Inspector���� " TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631)765-1802 Fax (631) 765-9502 ht�L/,A— tip�„Lcit �;9 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector j J U L 1 9 2024 Applications and forms must be filled out in their entirety.Incomplete Building Department 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: r SCTM#1000- 6 — 1`J N I ... Project Address: Phone#: Email: Mailing Address: " CONTACT PERSON: Name: Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: �. Name: �"�(�t3 �� Mailing Address: d Z� .,. ,.�(ti s Y C. Phone#: 6'3 k ,� Z Email: ° CONTRACTOR INFORMATION: Name: 0r��-- G . Mailing Address: 0 Ll ... Phone#: Cam- mail: DESCRIPTION OF PROPOSED CONSTRUCTION XNew Str ture ddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re graded? �sl No Will excess fill be removed from premises? ❑Yes o 1 PROPERTY INFORMATION It` Existing use of property: OI lam— ) Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Li this property? ❑YesXNNo IF YES, PROVIDE A COPY. Chec Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Cha r 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. w. - 7 �'� ❑Authors'!ed gent ❑Owner Application Submitted4(priname): P o.Signature of Applscan Date: "7 / . CONNIE D.BUNCH Not ry Public,State of New York STATE OF NEW YORK) No.01 BU6185050 SS: Qualified in Suffolk County .µ Commission Expires April 14, 2 �, COUNTY OF ,—A ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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 CM ray of ��. ti .., t.^ , 20 c� ' tir1 Notary Public PROPERTY OWNER—AVEHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 PROPERTY INFORMATION Existing use of property: S t►fCt L� 1 Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to " t this property? Dyes ONO IF YES, PROVIDE A COPY. -J9,Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors an 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(pri ame): mrri5 „t6u th orized Agent []Owner Signature of Applicant: Date: " //0/70 ,f STATE OF NEW YORK) COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)Jbove named, (6)he is the (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 dayof_ jat-f 2 Notary Public JANE ESQ " WTARYPWW PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) ���°' NyW MM EXPIFIES De:tWBSR 31. I, re' l� ,u S4 residing k-at 17 L/ Fiq k&wa )?D P o o Y M �I fr' ��..,..d hereby authorize ECRIA' " " - '_ S to apply on my behalf to th To n of Southold Building Department for approval as described erein. ner's ig tune 6ate t�1 Print vlrner" Name 2 N Workers' CERTIFICATE OF STATE Compens,a for NYS WORKERS' COMPENSATION INSURANCE COVERAGE Booed 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured GONCALVES CONSTRUCTION CORP„ (516)852-7655 1005 BOWLING GREEN DRIVE lc.NYS Unemployment Insurance Employer Registration Number of WESTBURY, NEW YORK 11590 Insured Work Location of Insured (Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 30-0396961 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) FARM FAMILY CASUALTY INSURANCE COMPANY TOWN OF SOUTHOLD BUILDING DEPARTMENT 3b.Policy Number of Entity Listed in Box"I a" TOWN HALL ANNEX 3101W6262 54375 MAIN ROAD 3a Policy affective period P.O.BOX 1179 01/23/2024 to SOUTHOLD, NEW YORK 11971-0959 it 2312C12 3d.The Proprietor,Partners or Executive Officers are ❑ included.(Oray check box if all partners/officers included) ® all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York(NY)must be listed under 1Jvm_M on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is vapid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Ge2jq rossmann (p`rt . erase of 4haa7rtx preseruO�V'we�or ticens+��d agent of Frasa,�rarwoe:oanrien) Approved by: 06/24/2024 (signature) Title: Agent, LUTCF Telephone Number of authorized representative or licensed agent of insurance carrier: (631)439-4650 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it, C-105.2 (9-17) www.wcb.ny.gov Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. rizd or required employment defined by law to issue any 1. The head of a state or municipal department, board, Commission or office autho permit for or in connection with any work involving the employment of employees ine a hazardous uiring or authorizing the'issue of such permits by this chapter, and notwithstanding any general or special statute req ry such permit unless proof duty subscribed by an insurance carrier is produced in a form sat fact to shall not issue s en secured as provided by this chapter. Nothing herein, compensation for all employees has be the chair, that c r rnu�jicipal department, board, however, shall be construed as creating any liab4ity on the part of such state o commission or office to pay any compensation to any such employee if so employed. , 2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into ally contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duty subscribed by an insurance Carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. C-106.2 (9-17)REVERSE DATE(MMIDDfYYYY) CERTIFICATE OF LIABILITY INSURANCE EK 06/24/2024 PHIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLOSR, THIS AMEND,CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCERM AND THE CERTIFICATE ER. PORTANT: If the certificate , the policy(les)must have ADDITIONAL INSURED provisions or be endorsed If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this its to the certificate holder In lieu of such endorsement(s). C AcT IODUCER N M. -.-,,E GRCLa�.M_AN_N_._ FA' GEORGE R GROSSMANN,LUTCF FARM FAMILY CASUALTY INSURANCE COMPANY 3920 VETERANS MEMORIAL HIGHWAY,SUITE 4A BOH�MIA,NEW�ORKIL7 sURED GONCALVES CONSTRUCTION CORP, 1005 BOWLING GREEN DRIVE WESTBURY, NY 11590 -INA 9NSUREIR F ;OVERAGES CERTIFICATE NUMBER., 128699 REVISION NUMBER: THIS IS TO CERTIFY THAT THE #55[7rIE'a_0FWSURANCE LISTED BELOW HAVE BEEN tuFUED TO THE THE INSURED NAMED ABOVE FOR 'THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ....... DOL Y EF POLICY EXP LIMITS TYPE OF INSURANCE %1-SR POLICY NUMBER — — 01/23/2024 01123/202E EACHOCCURREENCE 1-1,goo,oqg—.- X COMMERCIAL GENERAL LIABILITY 3101 L6392 rM.r7__- — " OCCUR MR.0117,25MM'imn.i 1Q2_'q 2.9 CLAIMS-MADE MED EXP(Apy �(�QO 22e per�On) PERSONAL AsV_INJURY_.,_S___�IOKO_0_00 ff�_.�LG�GREq��LE _S 2,000,000 GEN'L AGGREGATE LIMIT PLIES PER: .2ElN PRODUCTS-COMPIOP�qG 1 000 000 - POLICY ❑JE PR C O T LOC OTHER AUTOMOBILE LIABILITY ANY AUTO BODILY INJURY(Per person) OWNED SCHEDULED BODILY INJURY(Per acdidem) AUTOS ONLY AUTOS -7 1 HIRED NON-OWNED AUTOS ONLY AUTOS ONLY EACH 0CCVRIr_NCE___ _UMBRELLA LlAii OCCUR CU AGGREGATE EXCESS8 _LOCLCAIMISWADF ........ DED RETENTIONS_. S COMPENSATION 3101 W6262 01/23/2024 01 -w-W A AND EMPLOYERS'LIABILITY YIN E,L EACH ACCIDENT S 1,000,000 ANY PROPR ETORIPAR7'NERr=XECIrTI'IF NIA 1,000,000 EXCLUDED7 E.L DISEASE-FA EMPLOYEE 1,000, L pp'adescIibe under E.L 01 POLICY LIMIT�FASE- C Qi LAER0 gi QP Fiatml oLt'.MS& CONTINUOUS STATUTORY B N YS DBL 3i�127 Oi/231200� 5iiCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) SCOPE OF WORK: PATIO IN CONCRETE JOB LOCATION: 2350 HAYWATERS ROAD, CUTCHOGUE, NY 11935 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD BUILDING DEPARTMENT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN HALL ANNEX ACCORDANCE WITH THE POLICY PROVISIONS. 54375 MAIN ROAD P.O. BOX 1179 AUTROR17ED REPRESENTATIVE SOUTHOLD, NY 11971-0959 Al CL Y 19 � 20f5 C R OR ORAT11 15 rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Esr sXs m�to°NOES na,F°P °-nmrs xsw .1 sssss!s)wi wo nanovhws "(W)sync°ra°�u,s(sq a¢ssvo�°iswinio�nE'rt[°Mr.mau Is—.ouasm�®ai0is um oa o a*�°n�t�Tco`)mw Reset{Ptan�Approvedd 102 2"..�..,,..125/�4 400 Ostrander Avenue,Riverhead,New York 11901 tel.651.1212303 fax.631.121.0144 adminegoungenglneer Ing.aom LL BE MODEL CEN-5 MANUFACTURED BY FUJICLCLEAN USA 1GINEER,FUJICLEAN USA REPRESENTATIVE,AND SCbHS Howard W.Young,Land Surveyor 5 SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEACHING Thomas O.Nolpert,Professional Engineer 4L FROM ALL THREE PRIOR TO BACKFILL. (� Douglas M Adams,Professional Engineer Dante)A,Weaver,Land Survoyor ART UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A :EPRE5ENTATIVE. HEALTH DEPARTMENT USE )PERATION AND MAINTENANCE CONTRACT BETWEEN THE --,-_-'— tOVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE 'DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF ._.._ ._....... .._...._.__.. ..,..ww_,.....-...._.__.._...., .-_....._�__.._......... ........____....., iGISTRATION BY THE SCDHS IN ACCORDANCE WITH ARTICLE 19 OF 1NTY SANITARY CODE. SUFFOLK COUNTY C)EPARTMEN'F OF HEALTH SERVICES PERMIT Fop,APPROVAL.OF CONSTRUCTION FOR A SINGLF FAMILY RESIDENCE.AND detached garage IDATE 7t _ .-,.. ,.._ ._... ...Y' 5l24 Aq S l �9 R 24 0702 _ ..._ .._ 1 __ ._.____. APPROVED ��' _ )ECK .� , ' TOTAL MAXIMUM &61ROOMS 4 moved) �- EXPIRES THREE YEARS FROM DATE OF APPROVAL. EVEk5EEN5 wv�vv-rv�,- ,�yr1 420 71,64 NO �; ROPOSED COVERED PORCH Y IAA. P ENGINEER'S CERTIFICATION 0 Existing Stoop to be Removed) O - ------------ _ I o�' (f ,,;, '{ �(``: "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)ANb/OR SEWAGE DISPOSAL �""`•--'-`� H�,ur afaVE aP.TVEwnv ice„ SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY rm 4 pIRECTION.BASED UPON A CAREFUL AND THOROUGH Sf OIL, 2 a�{)� PROPOSED "0` '� SITE AND GROUNDWATER CONDITIONS,ALL LOTS, f71S�}`l1gN M MAIN HOUSE TO THE SUFFOLK COUNTY DEPARTMENT OF HEAL 1,E C N LP SANITARY I STANDARDS IN EFFECT AS OF THIS DATE." �"o O "� }� 5 DB rFEw SYSTEMIr� Exr$TING °Q (( WATERSERVICE ffr NEL BECONT of"2A — _.____._. oo $s4� HOWA UN6,N.Y .S.NO,45893n� �s�� (L6'745�x„ryf ,,NT $ I Ex[srrue THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 74.79~��`"""`a"WATER DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 287.00' 74.94 74.42"� ' MATH N SURVEYOR'S CERTIFICATION WE HEREBY CERTIFY TO MICHAEL D E M PS EY & CATHERINE bbITION t �g D EM PS EY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE went) I' s ODE OF PRACTICE FOR LAND ASSOCIATION OF ROFESSIONALVLAND SURVEYORS.EYS ADOPTED BY �NEW NE STATE 'TRUCTURE TO BE REMOVED I SCDHS STANDARDS , I A.� r�t„0 W. C7 ,+� hn sanitarysystem must be in ;y�,c",),Z Department's . o requirements t r @N I,� fs form VNNMt080 as proof -I ' r, o n ,rs C.a o I tiP 4589- ✓✓ cMF 1 HOWARD W.YOUNG,NjjL.S.NO. '893 (j s cercr t ace,.a c rIf,dtc„r,>, SURVEY FOR o � i "WWM 0' 73wg,D ASV,tem MICHAEL DEMPSEY & CATHERINE DEMPSEY N LOT 367"MAP OF SECTION D, NASSAU POINT CLUB PROPERTIES,INC." at Nassau Point,Town of Southold Suffolk County,New York `MF: BUILDING PERMIT SURVEY County Tar Map District 1000 sectien 111 Bbck 06 Let 13 FIELD SURVEY COMPLETED SEPT.19,2022 MAP PREPARED SEPT.20,2022 Record of Revisions REVISION DATE BP DATA _ FEB.07_2024 scrT�sa6zA �— ��� 3t)T�67 2(%4 "°�q 5C61^#S NbIA"�2 O�T.�2(iC __.._........._...._,...._,...._....__.__..._.,....__...... _____.. ,._....._...,_..,.e...... .,,_._...._....� ------------- R0 At) 0 0 20 40 80 120 SFE A (ACH'LD`PECI o CONO f 011 Scale:1"= 40' (';RADII! PLAN AND/OR I JOB NO.2022-0169 - --- -- - ---- - - DWG.2022_0169 Gpri 1 OF 2 x IN AREA=29,081 5Q.FT. �- 1.THE OWTS SHALL BE MODEL CEN-5 MANUFACTURED BY FUJICLEAN USA. *SUBDIVISION-'MAP OF SECTION D,NASSAU POINT CLUB PROPERTIES,INC." 1 FILED IN THE OFFICE Of THE CLERK OF SUFFOLK COUNTY ON MAY 07,1926 AS 2.THE DESIGN ENGINEER,FUJICLEAN USA REPRESENTATIVE,AND SCDHS FILE NO.806. REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEACHING a- = L.SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFIL NGVD 1988 * DATUM HI ITHE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A * DEPTH TO GROUNDWATER =74 FTs FUJICLEAN USA REPRESENTATIVE. ) j*� * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =4 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE * MINIMUM REQUIRED Z/A OWTS CAPACITY =440 GAL MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF * PROVIDED IIA OWTS CAPACITY =500 GAL THE VA 0WT5 REGISTRATION BY THE SCDHS IN ACCORDANCE WITH ARTICLE 19 OF 1 THE SUFFOLK COUNTY SANITARY CODE. *LEACHING SYSTEM REQUIRED =300 SFSWA *LEACHING SYSTEM PROVIDED =300 SFSWA (Dwelling with Public Water) i Lot 368 { i o 19 Subdivision-"Map Of Section D, - Nassau Paint Club Properties,Inc.' ..... (Dwelling with Public Water)PROPOSED COVERED DECK 1 F_(Existirg Deck to be Removed) H 4 i 1 FRAME ' EVERCEEN5 Sr ED ( 294.00' � j � r 1 T 7xs7;4.20 m Via' N87*59'00"E 71.64 Lin = o 72.35 m= FUTURE 7f 77 lr iN PROPOSED COVERED PORCH no Fr m _ LOt 359 a o POOL&DECK / {Existing Stoop to be Removed) O o tO Section D, t i Map of Sect Inc. o PROPOSED t t I 7a.o•Y+} �TM Av a 3 Subdivision Properties _ Nassau Point Club P DETACHED GARAGE t 73$ %73.s3 #�t" ASPHALTaFuvEw ! t s 75.42 74.4s" . F•L �i 43. PROPOSED I % * 2.96 MAIN HOUSE G? -81.0-_�. ww. *, ' ESANITARY 'OWS D rn PROPOSED j J SYSTEM - Ln OUTDOOR SHOWER '7^t.Fe wATERSERvuE(nodrywell) g Ii fi --� - - --- - 3F4' O 14.0' 90'} -%20 0' --—sLP Dwelli n9) ST 10' } i ( 4s+�°° } i 73.44 73.$i CONTROL PANEL 0 ; o N ro ! w Lot 367 l\\ `-VENT SLOWER O E EXTSTSW PROPOSED DETACHED GARAGE , CEDARS E -74.79' M WATER 74.42 MAIN SANITARY SYSTEM TPF I i o 74.94 1,000 GAL.SEPTIC TANK 73.73 t u woF H §NE 287.00' k 6 8'DIA.x 12'DEEP LEACHING POOL I S87°59'00"W S i t i Water lines must be it saected basfhe t� PROPOSED PROPOSED 1 STORY ADDITION y olk dun a 3ieaE se WATER FEEL=76.42(With Basement) Lot 360 ' Gail(sa 1}asx-ss4,a6 hours i SERVICE "Ma Of Section D, - advance,to schedule ins action s EXISTING SANITARY STRUCTURE TO BE REMOVED Subdivision- P erties,Inc." a (t. Nassau Point Club PrOP Lot 366 IN ACCORDANCE WITH SCDHS STANDARDS _ Subdivision-"Map of Section D, j Nassau Point Club Properties,Inc." Abandonment of the existing sanitary system must de it _- conformance with the Department's requirements t N _ t (Dwelling with Public Water) 1 Submit completed form VVWfvi O8�as proof t 0 cmf Desgo f mna r't tior Regc7ed. 4 S D !t or n k Cert Ration Fo' SCHEDUL 0 �n I NJ I _" _3 LIP %Vpr, FRa E F ABBREVIATIONS - _ I VA SYMBOLS: _t %.. DETA I _LEi,; GA.L\\11.A h A.D. 50.0 SINGLE AND MULTI-STATION SMOKE ALARM TO BE INTERCONNECTED AND HARDWIRED A.F.F. ABOVE F�SN FLOOR CARBON MONOXIDE ORS 5NN1 A rN G.M. DETECT BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND HARD WIRED ,,�_ ` i _�"rrr"5._ ""', BEAM BRG. BEARING � C.J. CEILING JOIST RE IDIEN 1 WINDOW DESIGNATION (SEE WINDOW SCHEDULE) C.F.M. CUBIC FEET PER MINUTE architecture, p.c. GLOS CLOSET O DOOR DESIGNATION (SEE DOOR SCHEDULE) C.O. CLEAN OUT CON. CONCRETE C.M.DEI S1 Y CARBON MONOXIDE DETECTOR P.O.BOX I254 JAMESPORT,NY 11947 SECTION MARK (DWG#/SHEET) CSMT. CASEMENT PHONE(63I)779-2932 FAX(63I)779-2833 DETAIL SECTION MARK (DWG#/SWEET) C.T. CERAMIC TILE ROAD CUTCHOGUE NEW YORE D:H. DOOUBBLLE14UNG 2350 HAYWATERS DETAIL DRAWING MARK (DWG#/SHEET) DIA. DIAMETER D.J. DECK JOIST DN. DOWN DW. DISHWASHER F.A.I. FRESH AIR INTAKE F.D. FLOOR DRAIN CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WALL LEGEND: F.J. .c. FLOOR JOIST STSELF-cwslNG FTC. FOOTING GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE SEISMIC SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD FLOOD UNDERU�YMENT FXD. FIXED 5Now LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORYIG WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATUREREQUIRED HAZARDS WINDOW SCHEDULE EXISTING WALL To REMAIN GL. GALVANIZED LASS EXISTING WALL TO BE REMOVED GL. 05E H.B. NOSE BIBB 25 130 YES YES I B SEVERE 36 NEY� 2 X 4 WOOD FRAME WALL MODERATE SLIGHT TO 15 YES N/A SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLASS AREA UNIT AREA EGRESS REMARKS N.C. HEADER PPED TO HEAVY MODERATE ® ❑A ANDERSEN AWNING A41 2.0 SF. 5A 5F. 8.0 5F. NO SNAP-IN INTERIOR GRILLES ® NEW 2' X 6' WOOD FRAME WALL N.M. HOLLOW METAL ® ANDERSEN TILT-WASH DOUBLE HUNG TW 20210 2.16 5F. 3.68 SF. 6.56 5F. NO SNAP-IN INTERIOR GRILLES 1 LOAD BEARING WALLS K.S. KITCHEN SINK LAV. LAVATORY G ANDERSEN TILT-WASH DOUBLE HUNG TW 3056 7.14 SF. 12.89 5F. 17.99 5F.1 NO SNAP-IN INTERIOR GRILLES L.G. LINEN CLOSET TABLE OF CONTENTS FLOOR AREAS PROPOSED ADDITION TOTAL NEW P.G. CONCRETE WALL MECH. MECHANICAL ❑D ANDERSEN TILT-WASH DOUBLE HUNG TW 20310 3.0"1 SF. 526 SF. 8.69 SF. NO SNAP-IN INTERIOR GRILLES MIN. MINIMUM G-I - PROJECT INFORMATION/ GARAGE PLANS GARAGE/ STORAGE - 42o SQFT. 42o SOFT. FIRE BRICK MAX MAXIMUM Proposed Plans For: G-2 - GARAGE SECTIONS AND ELEVATIONS COVERED PORCH - 245 SQFf. 245 SOFT. STANDARD BRICK MLDG. MOULDINGM.O. MASONRY OPENING I. ALL GLAZING TO BE NIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE, ® DROPPED MASONRY N.I.C. NOT IN CONTACT Dempsey 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 19% AND OF ASTM E IBM. IF IMPACT O.C. ON CENTER RE515TANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN OF 8' SHALL BE ON OVERHEAD Detached PRESCRIPTIVE DESIGN METHODS PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS P.G. POURED CONCRETE 130 MPH WIND ZONES MUST BE FASTENED AS PER TABLE R3012.1.2 ON SHEET W-I. R. RISER RAD. RADIUS TYPICAL CORNER HOLDDOWN DETAIL: REF. REFRIGERATOR REINF. REINFORCED Garage INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - R.F. RESILIENT FLOORING FAMILY DWELLINGS (2015 EDITION) R.R. ROOF RAFTER ALL TABLES, FIGURES W-1 AND W-2. , AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS DOOR OUTSIDE CORNER CONDITION S.D. SMOKE DETE:CT'OR DESIGN LOADS DR SCHEDULE SH. 4 PL SHOWER 4 POLE 1-3 1. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-0' EXTERIOR DOORS SOFT. SQUARE FEET USE LIVE LOAD [LB/SQFT.] DEAD LOAD [LB/SQFTJ INTERVALS (MATCHED WITH SUBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO - - - TtG TONGUE 4 GROVE BAYS OF FLOOR AND ROOF DECK SWEET W-1 DRAWING 3. SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS T.C. TERRA COTA EXTERIOR BALCONIES 60 10 - ` I 7i' TEMP. TEMPERED GLASS q0 10 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. O 3�x 8 ANDERSEN FRENCHWOOD HINGED FWH 31WAR 16.11 S.F. 19.95 S.F. SNAP-IN INTERIOR GRILLES - - = T.O. TRIM OPENING DECKS PROVIDE 1-1/4" X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-1 TABLE 3.4 AND 2 rt I V f. VERIFY IN FIELD b x 8 ANDERSEN FRENCHWOOD GLIDING FWG 6080 17.67 S.F. 4725 S.F. SNAP-IN INTERIOR GRILLES I Hi PASSENGER VEHICLE GARAGES 50 10 DRAWINGS ON SHEET W-2. W. WASHER ATTICS WITHOUT STORAGE 10 10 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE Q 8�x 7� GLOPAY OVERHEAD DOOR PROVIDE DOOR OPENER II I W.C. WATER CL05ET ATTICS WITH STORAGE 20 10 NAILING SCHEDULES OF SWEET W-1 TABLE 3.4A, 3.9A. INTERIOR DOORS I WDF. WATER FOUNTAIN WOOD 23SO Haywaters Road ROOMS OTHER THAN SLEEPING ROOMS 40 10 4. HOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN SYMBOL SIZE TYPE REMARKS INSIDE CORNER CONDITION W.N. WATER HEATER Cutchogu.e, NY 11935 SHEET A-2 AND SHEET W-1 DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THE W'I. WALK-IN S.C.T.M.#1000-111-6-13 SLEEPING ROOMS 30 10 FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. AO 3&x 6� HINGED STEEL FIRE-RATED DOOR 45 MIN. WITH SELF CLOSING HINGES (kl W.W.F. WELDED WIRE FABRIC STAIRS 10 5. ROOF, WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET ® 2 x 6 HINGED HOLLOW CORE DOOR. STYLE TO BE SELECTED BY OWNER I n'-3' REVISIONS GUARDRAILS AND HANDRAILS 200 10 W-1 TABLE 3.1. GUARDRAILS IN-FILL COMPONENTS 150 10 O x 6 HINGED HOLLOW CORE DOOR. STYLE TO BE SELECTED BY OWNER 6. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S .2 O FIRE ESCAPES 40 10 SPECIFICATIONS. NOTES: I v. �- O ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E' UNLESS NOTED OTHERWISE. .: ` 7. RIDGE STRAPS ARE TO B::PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE I. 4 O FR. 2. GLAZED OPENING PROTECTION SHALLOF MEET REQUIREMENTS OF THE LARGE MISSILE TEST ASTM E 19% AND OF ASTM E 1886. IF IMPACT UPPER 1/3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.6 ON SHEET L -•-- -•_ I W_2 RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN OF V SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS O I` B. ALL STRAPPING CAN BE INSTALLED OVER SHEATING ONLY IF THE FASTENERS IDENTIFIED MUST BE FASTENED AS PER TABLE R3012.12 ON SHEET W-I. NOTES: ADJUST LOCATION OF CORNER HOLDDOWN TO ALIGN WITH O IN THE NAILING SCHEDULES ON SHEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE WIDTH OF THE SWEATING SUii.STRATE BEING USED. CENTER LINE OF EXTERIOR WALL ABOVE O O WALL LEGEND: n'-1 1/8' 2'-10 7/s' O 2'-10' 8'-4" 2'-10' 8'-0" 7'-0' 7'-0" 8'-0" O EXISTING WALL TO REMAIN N ----- EXISTING WALL TO BE REMOVEDIf i- ------------------ -------3--------- --------+--- ------- --i_ N - - - - - - - !!ill 5- - - - - - - i ® NEW2' X4' W00DFRAMEWALL i O -- - - - - - - - - - - 1 :•: ,a' 1 1 I (2) 2� X8� - - - - - - - - - :.. - - - - - - - - - - I ® NEW 2 X 6 WOOD FRAME WALL I I , I I HEADER - - - - DROP TOP J: I LOAD BEARING WALLS " FOUNDATION AS I ( O REQUIRED FOR I 2 :.:':; NEW P.C. CONCRETE WALL 2 i 4 13-4 4 I I I ! Z I I I I " ' I I o 2 O 0 I6' ON CENTER GG-2 FIRE BRICK OVERHEAD DOOR G-2 O I J) I I I STANDARD BRICK I 2 X 8' CEILING JOIST r I j I I " ., it j @ I6' ON CENTER I I j Z� I 2 X 8 ROOF RAFTER I I X B ROOF RAFTER O o DROPPED MASONRY i - ( I 4' X 7 1/4" L E ' ' i i @ Ib ON CENTER @ 16' ON CENTER - --- X B CEILING JOIST O © i I ill i @ I6' ON CENTER l 2' X 8' ROOF RAFTER O 2' X 4" WOOD STUD I I �I I @ I6 I I .•:• I I I I ON CENTER � WALL FROM CEILING co I I JOIST TO UNDER 51DE 2' X 8' CEILING JOIST ' i I i I OF RAFTERS N rRi I I SEAL I / @ 16' ON ENTER i j i i I I I N t A l l AR °G I I I o� 2' X 10' LEDGER STROA i 124 DIAMETER POURED CONCRETE I I i A Ai ' i� ' I I � 2' x 6' CEILING JOIST 0 PIER FOOTING 36' BELOW FINISH I I I I i I ILo GRADE MINIMUM OR TO 4' POURED GRfTf �, j j I I @ I6 ON CENTER UNDISTURBED 501L (TYPICAL ALL) i PITCH SLAB TOWA CVER14EAD GARAGE DOOR AT MIN 1/8 PER FOOT. A o A-- ' 15 N � �• I I �: � i� , O -r �. ;.• I I � I I I � �= I I OF � CID ,� __ COVERED PATIO i' I I WITH 4ABA44�P0STTT I N N ANCHOR PROVIDE I I � � I �ii BRICK PAVER 1/2' ANCHOR BOLT I 4 2' ' 2 X 8' ROOF RA � • I I '' I N 125.5 •54�ATTIG_ I N 's I I I I '� I I :• I j N I ACC J N 3'-0' R I I I I WRAP IN PVC TRIM I W/ 6' X 6' WOOD TOP T @ Ib ON CENTER I Copyright 2024.SIROMSKI architecture,I I Pyri$ p.c.All rights '• / I __ _ =_=- -- - I I I PLATE TO UNDERSIDE A reserved.The Architect reserves the right to reproduce this I L ST I OF RIDGE goI I design in its entirety or any portion thereof.Unauthorized )C alteration of those documents is a violation of the New York L - - - - - - - -- - --- - 0 I ' State Education Law.These drawings and specifications are -__---------------------- St toinstrument Education of service and are the property of the Architect ' G-2 G-2 I I I G-2 G-2 I N These drawings and specifications are not to be used on an other project,except by written permission of the Architect. G-2 ' . I I � I 4' 6'-2' 4' 6'- ' II 4' I I I I I ...� G-2 $� P y -7 11 1 I I 2' x 4' R TIE � @ Ib' ON GECLOSE PROJECT NO. I9-AR027 4' CONC. SLAB ❑ - -- - -----MOO M SCALE AS SHOWN DATE 07/I0/2024 G.T. �_ I/4 L - - -- - 00 o I USNWEADER DRAWN BY TLD/MED CHECKED BY RS2' X 8' CEILING JOIST PWDR ROOM @ Iry ON CENTER I 4' CONCRETE SHELF I I I T-4' FOR UPPER SLAB. I I C.T. O I ; I I I I I I I TITLE DROP 4' FOR SLAB I I I I ® i l i i I I I I r THICKNESS i I i 0 F O iI I- - - -2'-X 8-' ROOF RAFTER _I (2) 2X8' @16, ONCENTER H ER� � - - - -- - - - - � \ J/ a N B Proposed --- - - - - - - - - - - - I ❑ - ---- ----------------- -------- - _--FRI DROP HEADER -- -_J Plans 1'-10' 6'-8' V-4' 2'-2' V-0' 11'-1 IN 10-10 7/8' 14'-0' SHEET i PROPOSED FOUNDATION PLAN Scale= 1/4" - 1'-0" 2 PROPOSED GARAGE PLAN Scale= 1/4' - 1'-0' 3 PROPOSED ROOF PLAN Scale= 1/4' - 1'-0' G - 1 G-I G-1 G-I GENERAL NOTES: MATERIAL NOTES BLDG. ELEVATION NOTES: I. ALL CONSTRUCTION SHALL CONFORM To ALL NEW PORK STATE, COUNTY 14. PROVIDE CONTINUOUS FIRESTOP AT ALL CONCEALED SPACES IN WALLS AND BETWEEN FLOOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF AND LOCAL BUILDING, TONING AND ENERGY CODES, AND ALL SUCH CODES SPACES AS DESCRIBED IN NY5 RESIDENTIAL GODS SECTIONS ROOF CONSTRUCTION ROOF NOTES: - 514ALL SUPERSEDE THESE DRAWINGS. R602.8 AND R502.12. 30 YEAR ARCHITECTURAL ROOF SHINGLES. 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE 30 I.B. FELT PAPER FLASH AT ALL ROOF BREAKS. PROVIDE '^c, .B" iiyay 9 15. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT A BRING 5B' EXTERIOR GRADE PLYWOOD SHEATHING ICE/WATER BARRIER IN ALL VALLEYS AND . . ._� ..._ .,�11 ....... ._ w,7 AND LOCAL CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED. ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER AND ARCHITECT A7 ALL ROOF EDGES p PRIOR To STARTING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME (2) 1-3/4, X 11-7/51 LVL RIDGE BEAM „, 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION 2' X 8' ROOF RAFTERS @ 16' ON CENTER RIDGE VENT - CONTINUOUS WHERE CONFORMANCE WITH THE NEW YORK STATE BUILDING CONSTRUCTION CODE. DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN 2' X 6' CEILING J015T @ 16' ON CENTER APPLICABLE r 1C 1( t"CtltC£', 'C' THE CONTRACTOR 15 TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE OBTAINED. 2' X 6' CEILING J015T @ 16' ON CENTER STARTING CONSTRUCTION AND SHALL 13E RESPONSIBLE FOR SAME. 2' X 4' COLLAR TIES AT 16' ON CENTER PLACED 1/3 OF THE ATTIC 16. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE HEIGHT BELOW RIDGE (NO RIDGE STRAPS REQUIRED) GABLE FASCIA NOTES: P.O.BOX I254 JAMESPORT,NY 11947 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITY THE STRUCTURAL INTEGRITY OF THE EXISTING CONSTRUCTION. PROVIDE ALUMINUM FLASHING AS REQUIRED F PHONE(63I)779-2832 FAX(63I)779-2833 MINIMUM. ICE"TER BARRIER IN ALL VALLEYS AND ROOF EDGES 1' X 8' RAKE FASCIA 5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS 17. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO I' X 6' RAKE FRIEZE THE AREA OF EXCAVATION AND CONSTRUCTION. I' X 4' RAKE FRIEZE AND GARAGE SLABS SHALL BE 3500 p;i AT 28 DAYS MINIMUM 12' GABLE OVERHANG 6. ALL STRUCTURAL LUMBER 70 BE IDouGIJ�s FIR LARCH, N0. 2 OR BETTER. 18. PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL WALL CONSTRUCTION VINYL BEADED SOFFIT DECIDE ON AN ACCESS POINT TO THE 51TE AND WHERE ON THE SITE TO E-1,600,000 psi AND fb- EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS STORE MATERIALS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE SIDING MATERIAL TO MATCH HOUSE TO HAVE AN E-1,800,000 psi AND AN fb-2,400 psi. ALL LAMINATED VENEER SITE DUE TO CONSTRUCTION. 'BLUESKIN' OR EQUAL AIR INFILTRATION BARRIER FASCIA AND SOFFIT NOTES: LUMBER HEADERS AND BEAMS TO HAVE AN E-1,900,000 psi AND AN fb-2,600 1/2' EXTERIOR GRADE PLYWOOD SHEATHING psi. ALL PARTICLE STRAND BEAMS TO HAVE AN E-2,000,000 psi AND AN 19. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR 2' X 4' WOOD STUDS @ 16' ON CENTER WITH 2' X 4' SHOE AND DOUBLE 2' 1' X 12' FASCIA fb-2,900 psi. UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE X 4' TOP PLATE 12' OVERHANG 7. UNDERSIGNED'S KNOWLEDGE INFORMATION AND BELIEF MEET THE 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS MOISTURE VINYL BEADED SOFFIT RUNNING PARALLEL TO THE DIRECTION O OF DOUBLE ALL JOISTS AROUND OPENIlV AND UNDER ALL PARTITIONS REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. R THE JOISTS, OR AS INDICATED ON RESISTANT WALL BOARD AT BATHROOMS) FULL FRIEZE BOARD PLANS. 20. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND 5/8' TYPE Y GYPSUM BOARD AT GARAGE WALLS AND CEILING PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND SIDING NOTES: 8. ALL HEADERS OVER DOORS AND WINDOWS SHALL BE 2-2'XI0' @ 4" WALLS ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR AND 3-2')00' @ 6' WALLS OR AS DESIGNATED ON THE PLANS. 21. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE GRILLE PATTERNS) - CERTAINTEED CEDAR IMPRESSION VINYL DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION SHINGLE PANELS INSTALLED OVER 9. PROVIDE 36' HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30' IN WHICH THE PROJECT 15 LOCATED. CONNECTORS AS PER SWEET W-2. PROPER AIR INFILTRATION BARRIER ABOVE GRADE. RAILING SHALL BE BUILT 50 AS NOT TO ALLOW THE PASSAGE (BLUESKIN). OF A 4' SPHERE THROUG14 ANY OPENING. 22. IF DURING THE COURSE OF CONSTRUCTION A 51TUATION 15 ENCOUNTERED FOUNDATION CONSTRUCTION WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE - BOARD AND BATTEN PVC TRIM BOARDS 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE OVER PROPER AIR INFILTRATION SLEEPING AREAS. PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL IN CONSTRUCTION DETERMINATION. (1) 2' X 4' ACQ SILL PLATE WITH SILL SEAL BARRIER (BLUESKIN). REGULATIONS. 'COP-R-TEX' TERMITE SHIELD Proposed Plans For: 23. CONTRACTOR OR OWNER IF ACTING AS CONTRACTOR SHALL CALL 5/8' ANCHOR BOLTS @ 36' ON CENTER MAX, AT EACH SIDE OF EVERY 11. PROVIDE 5/8' TYPE V GYPSUM BOARD AT CEILING ABOVE HEAT UNIT AND FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION. OPENING, WITHIN 6' TO 12" OF THE END OF EACH PLATE, AND WITHIN 12, AT GARAGE AS REQUIRED. THE (UTILITY CALL CENTER - CALL BEFORE YOU DIG) NUMBER IS OF EACH CORNER. Dempsey I-W-272-4480. ADVANCE NOTICE OF 2 TO 10 DAYS MAY BE NECESSARY. PROVIDE HOLDDOWN AS PER SWEETS W-1 AND W-2 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. 8' POURED CONCRETE FOUNDATION WALLS HANGERS TO$E ATTACHED Detached 13. ALL 'USP' CHED WITH MANUFACTURER SPECIFIED 8' X 16' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) FASTENERS. PROVIDE APPROPRIATE COATED HANGERS WHEN USED IN PROVIDE (T RE BAR D CONTINUOUS IN ALL 8 xl6 FOOTINGS 24 DIAMETER ER X 36 DEEP POURED CONCRETE COLUMN FOOTING CONNECTION WITH TREATED MATERIAL. 4 POURED CONCRETE FLOOR SLAB WITH REINFORCEMENT Garage 12a _ 2350 Haywaters Road do Cutchogue, NY 11935 6 1 12 ® ' S.C.T.M.#I000-III-ii o s 10 10� ® REVISIONS 12 O OP OF PLATE �lo TOP OF __ O To' -1' Sri O O O ® a o O O Z , MASONRY PAVER I' BED OF SAND 0 AND 6' RCA BLEND . . . . . . 0 m 'oo +.L ` 8' POURED CONCRETE O Imo— FOUNDATION WALLS WITH 8' X 16' I I 1 POURED CONCRETE WALL FOOTING I I I O O O I BUILDING SECTION Scale: 1/4" = 1'-0" Z BUILDING SECTION Scale: 1/4" = 1'-0" s LEFT SIDE ELEVATION Scale: 1/4' • 1'-0' O Ix-2 G-2 G-2 O O SEAL ARCS �k4`CO e s7,0 / n s 11 Jill 11 Ill T '-q� o2s�69 04 --- 4F N� ® 111 1 1 1 INK FA-1 A A Copyright 2024.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this I IIITII IIITII1IJTII [11111i H 1111MIlIT11 IIITIJ 111111 HITII IIIIII 1][1-11-JUJI-ifflIJITT-11 IIITIJ Hill 11 �11#TTJI�Jlifll IIITII Hill] I I I I 1 11 IM 111111 111111111 1 1 1 1 1 1 1 1 1 1 1111 fill Mill IIIIII Ill]11 111111 [Ill 11 [,11 111111111111 Jill I ill 11 111111111111 Jill I� 11 11111 design in its entirety or any portion thereof.Unauthorized alteration of these doctunents is a violation of the New York _ State Education Law.These drawings and specifications are an instrument ent of service and are the property of the Architect These drawings and specifications are not to be used on any Rj other project,except by written permission of the Architect PROJECT'NO. I9-AR027 SCALE AS SHOWN DATE 07/I0/2024 ODRAWN BY TLD/MED CHECKED BY RS at FFH❑ O.H. R DR UUM ❑ 111111 © © TITLE EJE] Proposed El EI El Ell Sections and 8' POURED CONCRETE I I I I 8' P0URED GONE FOUNDATION WALLS WITH 8 X 16 + FOUNDATION WALLS WITH 8 X I6 Elevations 1 POURED CONCRETE WALL FOOTING I I I I POURED CONCRETE WALL FOOTING - - -- -- — — - - — — I I I- - - - - - - - - - - E- - - - - - - - --1 I-- - - - - - -- --4 1 24, DIAMETER POURED CONCRETE PIER FOOTING 36" BELOW FINISH SHEET GRADE MINIMUM OR TO UNDISTURBED SOIL (TYPICAL ALL) c FRONT ELEVATION Scale: 1/4" = 1'-0' G-2,� 41 G - 2 REAR ELEVATION Scale: l/4' = 1'-0' S RIGHT 1'T SIDE ELEVATION Scale: 1/4' = -0" G-2 G-2 'USP' STRUCTURAL STRAP MODEL# LSTA REQUIRED WHEN NO COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC SPACE @ 16" ON CENTER) SEE MATERIAL NOTES FOR SIZES. TOP OF RIDGE — — — — — — — — — — — — — — — — RAFTER TO RAFTER CONNECTION ' gg c, architecture, p.c. P.O.BOX I254 JAMESPORT.NY 11947 PHONE(63I)779-2832 FAX(63I)779-2933 RAFTER. SEE PLAN FOR SIZES AND SPACING ac RIDGE.. SEE PLAN FOR 51ZES j w RAFTER. SEE PLAN FOR u HEADER. SEE PLAN FOR ¢� SIXES AND SPACING SIZES U CEILING JOIST. SEE PLAN a FOR SIZES AND SPACING 'USP' STRUCTURAL CONNECTOR FOR RA FETR AND STUDS THAT ARE OFFSET. MODEL# RT7/REF# ———— H2.5/H5 (585 LB5 UPLIFT) I TOP OF PLATE� �TOP OF PLATE RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONNECTION LJ FILING JOIST. SEE PLANS FOR SIZES AND SPACING Proposed Plans For: 'USP' STRUCTURAL CONNECTOR SEE MATERIAL NOTES FOR V�_ DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD) Dempsey NOTES FOR SIZES ZI 'U5P' STRUCTURAL STRAP HEADER. SEE PLAN FOR 'USP' STRUCTURAL (20 GAUGE MIN) LSTA MAY SIZES CONNECTOR FOR RAFETR BE USED TO WRAP OVER • Residence AND STUDS THAT ARE THE TOP PLATE AT WINDOW IN-LINE. MODEL#'S RTIO (REF AND DOOR OPENINGS (REFER 142) (585 LB5 UPLIFT) OR TO TABLE 3.313 ON SHEET RT20 (REF 147) (1105 LBS V 4'-0" OR LESS ROUGH OPENING W-1 FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) CAB BE USED. SEE NOTES FOR SIZES 4 TYPE MATERIAL NOTES FOR MODEL SEE NAILING SCHEDULE ON NUMBERS TO BE USED. W-2 FOR FASTENING (EACH STUD) EXTERIOR WALL STUD. SEE OR OPENINGS LESS THAN MATERIAL NOTES FOR SIZES 4'-0" USE SINGLE JACK AND AND SPACING FULL HEIGHT STUD AT EACH 'USP' STRUCTURAL STRAP END. 2350 Haywaters Road MODEL# LTW12 (REF #LTS 12) Cutchogue, NY I I935 BE USED AS A S735 LBS TUD TO ALSO 'USP' STRUCTURAL STRAP S.C.T.M.#I 000—III—6—13 JOIST CONNECTOR MODEL# LFTA6 (REF# H6) BEPLIFT 990 USED AS A STUD T O REVISIONS 1ADS5' USP CONNECTOR WITH (2) 3/4' FLOOR CONNECTOR. O SINGLE SHOE. SEE MATERIAL NOTES CARRIDGE BOLTS FASTEN TO DOUBLE STUD. FOR SIZES A 5/8' DIAMETER THREADED ROD CONNECTS 'USP' STRUCTURAL STRAP UPPER AND LOWER CONNECTORS. PROVIDE FOR STUDS THAT ARE O BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF FLOOR JOIST. SEE PLANS FOR SIZES TO FOUNDATION AS SHOWN. OFFSET MODEL# LSTA 12 (620 LBS UPLIFT) O O TOP OF SUBFLOORAK /+,TOP OF SUB FLOOR STUD TO STUD CONNECTION STUD TO STUD CONNECTION II BOX BEAM OR RIM JOIST. O II SEE PLAN FOR DETAILS oo 'USP' STRUCTURAL STRAP II O 'USP' STRUCTURAL STRAP MODEL# L5TA30 FOR 8" TO O MODEL# L5TA30 FOR 8' TO 10" JOIST USE LSTA36 FOR 10' JOIST USE LSTA36 FOR 12" JOIST. (REFER TO TABLE O FLOOR DIAPHRAGM BRACING WITHIN 12' JOIST. (EACH STUD) 3.3B ON SHEET W-I FOR LAST TWO BAYS OF FRAMING AT 4'-0' (REFER TO TABLE 3.313 ON NAILING SCHEDULE) O INTERVALS SHEET W-1 FOR NAILING O SCHEDULE) DOUBLE TOP PLATE. SEE MATERIAL NOTES FOR 51ZE5 HEADER. SEE PLAN FOR SIZES 0 O ADDITIONASL 'USP' STRUCTURAL O STRAP MODEL# LSTA 12 FOR OPENINGS GREATER THAN 4'-0" OR OPENINGS LARGER THAN O 4'-0" USE DOUBLE JACK AND O GREATER THAN 4'-0' ROUGH OPENING FULL HEIGHT STUD AT EACH EXTERIOR WALL STUD. SEE MATERIAL END O NOTES FOR SIZES AND SPACING O ADDITIONAL 'USP' STRUCTURAL STRAP 'U5P' STRUCTURAL STRAP MODEL# LSTAI8 FOR 8" TO 10' JOIST SEAL USE LSTA24 FOR 12 JOIST FOR MODEL# LTW12 (REF #LTS 12) OPENINGS GREATER THAN 4-0' (735 LBS UPLIFT) MAY ALSO BE USED AS A STUD TO RIM JOIST CONNECTOR (EACH STUD) \���R S R X// n a 'AD55' USP CONNECTOR WITH (2) 3/4" N*• CARRIDGE BOLTS FASTEN TO ANCHOR BOLT ' SINGLE SHOE. SEE MATERIAL NOTES WITH 5/8" DIAMETER THREADED ROD AND a29169 O FOR 51ZES THREADED COUPLING. SEE FOUNDATION PLAN FOR LOCATIONS. PROVIDE DOUBLE STUDS 4j� AND STRAPPING FROM ROOF TO FOUNDATION OF t4 AS FLOOR JOIST. SEE PLANS FOR SIZES SHOWN. J015T Copyright 2023.STROMSKI architecture,p.c.All rights BOX BEAM/RIM reserved .The Architect reserves the right to reproduce this TOP OF SUBFLOOR hk TOP OF SUB FLOOR _ _ _ design in its entirety or any portion thereof.Unauthorized STUD TO SILL CONNECTION'$- IV5TUD TO SILL CONNECTION alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any HPAND22 (4760 MODEL# 14PAPD22 (4760 other project,except by written permission of the Architect LBS UPLIFT) LBS UPLIFT) MAY ALSO BE USED AS A CORNER HOLD PROJECT NO. I9-AR027 FLOOR DIAPHRAGM BRACING WITHIN DOWN SEE FOUNDATION I I II II I I - III I GRADE PLAN FOR LOCATION I SCALE As Noted DATE 07/I0/2024 INTERVALS TWO ALS BAYS OF FRAMING AT 41-O" I I r DRAWN BY WP CHECKED BY RS ° d 'USP' STRUCTURAL STRAP DOUBLE TREATED SILL PLATE OVER 5/8" ANCHOR BOLT WITH 3" SQUARE GRADE I MODEL# LSTAIS (870 LBS UPLIFT) INIMUM COVER TITLE TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36" I FOR 8' TO 10" JOIST USE LSTA24 FOR REBAR MATERIAL NOTES FOR SIZES 4 #4 CONTINUOUS REBAR SET (EACH D)1 REFER TO TABLE 4' BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET I 33.3BION SHEET W-1 FOR NAILING Detail Wall POURED CONCRETE FOUNDATION OR °• 4" BELOW TOP OF WALL. SCHEDULE) MASONRY BLOCK FOUNDATION. SEE . a FOUNDATION PLAN FOR SIZES. 'USP' STRUCTURAL .°4 CONNECTOR MODEL# Section & MP4F/REF# LTP4 (690 LBS UPLIFT) EVERY 36" Elevation 5/8' ANCHOR BOLT WITH 3" SQUARE BEARING PLATE A. . a WASHERS EVERY 36' SHEET sr'• 4° TYPICAL WALL SECTION Scale: 3/4" = I'-O" 2 TYPICAL WALL ELEVATION Scale: 3/4" = I'-0" W - 1 FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL TABLE 3.1 NAILING SCHEDULE TABLE 3.3B TABLE R301 ,2.1 .2 JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING FASTEST MILE WOOD BORNE DEBRIS PROTECTION FASTENING �,...., ,.y � �..�,.....� ..1�....�. UPLIFT STRAP CONNECTION WiNDSPEED (MPH) SCHEDULE FOR WOOD STRUCTURAL PANELS A,B,C,D f 'w„ri ROOF FRAMING � ... . ........ RAFTER TO TOP PLATE (TOE NAILED) SEE TABLE 3.3A PER RAFTER REQUIREMENTS 110 120 FASTNER SPACING architecture, p.c. CEILING JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3.3A PER JOIST NUMBER OF 8D COMMON CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3.7 EACH LAP FRAMING SPACING (IN.) ROOF SPAN (FT.) NAILS IN EACH END OF P.O.BOX 1254 AMESPORT,NY 11947 I va'x 20 GAGE STRAP'-x 4 FOOT LESS PANEL b FOOT LESS PANEL J FASTENER TYPE PANEL SPAN LF-55 THAN SPAN LESS THAN OR SPAN LESS THAN OR PHONE(631)779-2832 FAX(631)779-2833 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) SEE TABLE 3.7 EACH LAP COLLAR TIE TO RAFTER (FACE-NAILED) SEE TABLE 3.4 PER TIE EQUAL TO 6 FOOT EQUAL TO 8 FOOT BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END 16 3 12 3 3 OR EQUAL TO 4 FOOT RIM BOARD TO RAFTER (END-NAILED) HOOD 2-16D EACH END 20 3 4 2 #6 I6" 12" 9" SCREWS WALL FRAMING 12 28 4 5 2 1/2" #8 16, 16" 12" TOP PLATE TO TOP PLATE (FACE NAILED) 32 5 6 WOOD SCREWS I I/2" SPACING 2-16D PER FOOT 36 5 7 FOR 51: 1 inch= 25.4mm I foot-304.8mm I -0.454 i � t� k9 ALLOWS MOLDDOWN TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-16D JOINTS-EACH SIDE I mile per hour=1.6091vn/h INSTALLATION ENDWALL STUD TO STUD (FACE NAILED) 2-16D 24" O.C. A. THE TABLE 15 BASED ON 110 mph WIND SPEEDS AND A 33 foot MEAN ROOF HEIGHT HEADER TO HEADER (FACE NAILED) 16D 16" O.C. ALONG EDGES 12 3 4 B. FA5TNER5 SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 16 4 5 CORNER STUD CONNECTED 2-16D PER 2x4 STUD 20 4 5 C. NAILS SHALL BE IOD COMMON OR 12D BOX NAILS. TO TRANSFER SMEAR TOP OR BOTTOM PLATE TO STUD (END-NAILED) 'AD USP CONNECTOR WITH 3-16D PER 2x6 STUD 16 S5'28 6 7 D. WHERE SCREWS ARE ATTACHED TO MASONARY OR MASONARY/STUCCO, THEY SHALL BE ATTACHED 5/B" DIAMETER ANCHOR BOLT 4-16D PER 2x8 STUD 32 6 8 UTILIZING VIBRATION-RE515TANT ANCHORS HAVING A MINIMUM ULTIMATE WIT14DRAWL CAPACITY OF 490 AND (2) 3/4" CARRIDGE O ' 36 7 - POUNDS. BOLTS. SEE FOUNDATION 2-I6D COMMON NAILS AT BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST OR BLOCKING (FACE-NAILED) 2-16D'A PER FOOT PLAN FOR LOCATIONS 6" O.C. FLOOR FRAM I NG 12 5 6 Proposed Plans For: JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-81) PER JOIST 20 6 8 TABLE 3.3A Dempsey BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH Se END 24 24 7 _ p l 28 8BLOCKING TO JOIST (TOE-NAILED) 2-8D EACH END 32 - - RAFTER/CEILING JOIST TO TOP PLATE FASTEST MILE WIND • BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK 36 - - LATERAL AND SMEAR CONNECTION SPEED (MPH) Residence LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6D EACH J015T J015T ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST 'TABULATED UPLIFT REQUIREMENTS A55UME A ROOF/CEILING DEAD LOAD OF REQUIREMENTS 110 120 —F BAND JOIST TO JOIST (END-NAILED) 3-I6D PER JOIST 10psf (2/3x15psf). IF A CEILING ASSEMBLY 15 NOT PRESENT OR IF THE CEILING ELAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6D' PER FOOT ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF 8D COMMON NAILS NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END OF THE RAFTER/CEILING JOIST WALL HEIGHT (FT.) (TOE-NAMM)REWIRED IN EACH ROOF SHEATHING STRAP. FOR EACH 5 psf INCREASE IN STRUCTURAL ROOF/CEILING DEAD LOAD, SPACING (IN.) RAFTER UN PLXM CONNECTION 4J sT TO THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY I STRUCTURAL PANELS 8D 6"EDGE/ 12" FIELD NAIL. DIAGONAL BOARD SHEATHING : LL 12 8-10 3 3 III OR III 2-8D PER SUPPORT FOR WA -TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE TABULATED NUMBER OF NAILS 514ALL BE PERMITTED TO BE REDUCED BY I NAIL I"xl0' OR WIDER 3-81) PER SUPPORT AT EACH END OF THE STRAP FOR EACH FULL WALL ABOVE. 16 8 3 3 CEILING SHEATHING to 4 5 — II I II 2350 Haywaters Road GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10' FIELD 24 10 5 5 CORNER HOLD-DOWN Sccale: 3/4 = I -0 Cutchogue, NY I I935 WALL SHEATHING 'IOD BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 8D COMMON NAILS SEE FOUNDATION PLAN FOR LOCATION S.C.T.M.#I000-III-6-I3 STRUCTURAL PANELS 8D 6"EDGE/ 12" FIELD 'WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER REVISIONS FIBERBOARD PANELS r1 AND CEILING J015T SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 7/16' 6D 3" EDGE/ b' FIELD TABLE 3,4 O 25/32' 8D 3" EDGE/ 6' FIELD FASTEST MILE TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF RAFTER OR . O WINDSPEED (MPH) CEILING JOIST WHEN FASTENED TO A 20 TOP PLATE OR 3 TOENAILS IN EACH 51DE WHEN FASTENED TO A 2x6 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10' FIELD TOP PLATE O HARDBOARD 8D 6"EDGE/ 12" FIELD I10 7 120 PARTICLEBOARD PANELS 8D 6"EDGE/ 12" FIELD O DIAGONAL BOARD SHEATHING ROOF PITCH NAILS ROOF SPAN (FT.) NAILS I eD O IN EACH END OF 114' OR 114' 2-8D PER SUPPORT I MOO 20 GAGE STRAP'A3A O 1"00' OR WIDER 3-8D PER SUPPORT FLOOR SHEATHING 12 4 4 O 16 5 6 LAST TWO O 20 6 7 BAYS OF STRUCTURAL PANELS 3:12 24 7 EDGE/ 28 8 a TABLE 3.7 FRAMING O I" OR LESS 8D 6" GE/ 12" FIELD 32 - - GREATER THAN I" IOD 6' EDGE/ 6" FIELD 36 - - ROOF SPAN (FT.) O DIAGONAL BOARD SHEATHING 11xb' OR 114" 2-8D PER SUPPORT 12 20 28 36 ENDWALL----.,,, O I'XIO' OR WIDER 3-8D PER SUPPORT OF' NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING 15 NAILED 3" ON-CENTER AT THE PANEL 16 4 4 RAFTER SLOPE RAFTER SPACING IN. RE6I WEEI.JOINT UIRED NUMBER LIE COMMON NAILS O EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR 20 5 5 ( ) PER PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 4:12 24 5 6 O 28 6 7 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER 32 7 8 12 4 6 8 11 O FOOT. 36 8 - 3:12 16 5 8 11 14 24 6 If 16 21 O A 12 2 3 12 3 5 6 8 O 16 3 4 4:12 16 4 6 8 11 BLOCKING 20 4 4 24 5 9 12 16 5:12 24 4 5 28 5 6 SEAL 32 5 7 12 3 4 5 7 36 6 7 5:12 16 3 5 7 9 24 4 7 10 13 R ARCS GIRDER SEE PLANS FOR TRo SIZES t TYPE tU� ors C, 12 2 3 12 3 3 4 5 J/ 16 3 3 7:12 16 3 4 5 6 LAST TWO 20 3 4 24 3 5 7 9 BAYS OF MODEL# PBS44 REF# AC4 6:12 24 4 5 FRAMING (UPLIFT 1815 LBS), MODEL# 28 4 5 029169 a P5566 REF# AC6 UPLIFT 1815 32 5 6 12 3 3 3 4 O4 T LBS) SEE PLAN FOR SIZES. 36 6 7 9:12 16 3 3 4 5 0 N� 24 3 4 6 7 4X4 ACQ POST, 6X6 AGO POST. SEE PLAN FOR 12 2 2 12 3 3 3 3 Copyright 2023.STROMSKI architecture,p.c.All rights SIZES t TYPE. 16 3 3 12:12 I6 3 3 3 4 reserved.The Architect reserves the right to reproduce this design in its entirety or arty portion thereof.Unauthorized 20 3 4 24 3 3 4 6 alteration of these documents is a violation of the New York MODEL# PA44 (REF# State Education Law.These drawings and specifications are 7:12 - 12:12 24 4 4 "he A544), MODEL# PA66E 28 4 5 an instrument drawings s service and are the property a use Architect I J015T5 These drawings and specifications are not to be used on any (REF# A66E) SEE PLAN 32 5 6 NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE CLINCHED. other project,except by written permission of the Architect FOR SIZES. 36 5 6 2 HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A 'c.1 I LOADBEARING WALL, HEADER OR RIDGE BEAM. PROJECT NO. 19-AR027 ° .l GRADE ' ' TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS SCALE As Noted DATE 07/10/2024 LI I. MINUS 2/3 OF THE ROOF ASSEMBLY DEAD LOAD (2/3 X 10 PSF). TO A lOADBEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN. DRAWN BY WP CHECKED BY RS a°a 5/8" DIA. ANCHOR BOLT ' WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF , BLOCKING THE STRAP 15 EQUAL TO I AND THE FRAMING 15 ATTACHED IN ACCORDANCE EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP I " TITLE WITH 10, MINIMUM WITH TABLE 3.1, THEIN RIDGE STRAP AND ADDITIONAL NAILING IS NOT SPLICES. AT 4 EMBEDDED LENGTH INTO INTERVALS CONCRETE REQUIRED. W14EN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER ' TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE OF IOD COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED LOCATED HIGHER IN THE ATTIC SPACE, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SECTION A-A a NOT EXCEED THE TABULATED NUMBER OF 8D NAILS IN A STEEL STRAP. SHALL BE INCREASED BY THE FOLLOWING FACTORS: Tables, 4 TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12' RIDGE STRAP SPACING, FOR DIFFERENT RIDGE STRAP SPACINGS, MULTIPLY THE CEILING HEIGHT/ ROOF RIDGE HEIGHT HEEL JOINT CONNECTION ADJUSTMENT Schedules and ° TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW. IF THE FACTORS •° NUMBER OF NAILS IN EACH END OF EACH RIDGE STRAP EXCEEDS 8, SPECIAL Diag 4 ° 4/55 5.00 rams CONNECTION HARDWARE IS REQUIRED. / 00 TYPICAL C n IAL FLOOR AND ROOF BRACING Scale: 3/4 I 0 _ n 3/4 4.00 � a 2/3 3.00 AT END WALLS RIDGE STRAP SPACING (IN.) 12 16 19.2 24 48 72 1/3 1/2 250 SHEET 1/4 1.33 MULTIPLIER 1.00 1.33 1.60 2.00 4.00 6,00 1/6 1.25 3 TYPICAL POST SECTION Scale: 3/4" = 1'-O' 1/10I.20 W - 2 FRAMING AND CONNECTOR DETAIL :