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HomeMy WebLinkAbout48897-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT r 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 #: 48897 Date: 2/13/2023 Permission is hereby granted to: Ma'ewski, Lillian Attn: Linda Saeli 827 N Ba view Rd Southold, NY 11971 To: construct alterations (gas conversion of stove and fireplace) to existing single-family dwelling as applied for. At premises located at: 320 Wicks Rd New Suffolk SCTM #473889 Sec/Block/Lot# 110.-8-18 Pursuant to application dated 1/26/2023 and approved by the Building Inspector. To expire on 8/14/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO-ALTERATION TO DWELLING $50.00 Total: $250.00 Building Inspector .1. 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 littys://www.southoldtowl.p,,y.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO, Building Inspector: ED Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUILDINGDEPT Owner's Authorization form(Page 2)shall be completed. TOWN OFS007HOLD Date:Dec 15 2022 OWNER(S)OF PROPERTY: Name:Christian Moriarty SCTM# 1000- p g I g Project Address:320 Wicks Road New Suffolk New York 11956 Phone#:631-662-3601 Email:Christian@americandebtresources.com Mailing Address:320 Wicks Road New Suffolk New York 11956 CONTACT PERSON: Name:Robert Tinker Mailing Address:PO Box 871 Kings Park New York 11754 Phone#:631-905-4176 Email:tinkerplumbingandheating@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email:. CONTRACTOR INFORMATION: —.. Name:Tinker Plumbing and Heating Corp Mailing Address:PO Box 871 Kings Park New York 11754 Phone#:631-905-4176 Email:tinkerplumbingandheating@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION LJ IVCW JLfUItUfC LJ AUUILIUn LJAlLC rBtIUn urcepair LJ UCrn 011laOn CJlII11d lCU I..VM VI Project: ❑other gas conversion $ Will the lot be re-graded? ❑Yes ENo Will excess fill be removed from premises? ❑Yes N'No 1 PROPERTY INFORMATION Existing use of property: residential Intended use of property: residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Eyes ENO IF YES, PROVIDE A COPY. ■ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By rint name): Robert Tinker ■Authorized Agent ❑Owner Signature of Applicant: Date: 12/15/2022 STATE OF NEW YORK) SS: COUNTY OF ) Robert Tinker being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (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 d that the work will be performed in the manner set forth in the application file the ewith. ALLISON TAYLOR NOTARY PUBLIC,STATE OF NEW YORK Sworn before me this - Registration No.OITA6432094 Qualified in Suffolk county day of ,20�? Commission Expires 04/26 r4l Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Christian Moriarty residing at 320 Wicks Rd. New Suffolk, NY 11956 I, do hereby authorize Robert Tinker to apply on d_L +C y c c hold n..:IJ:..._f1...__..a.yent t......�............I .... .J........:L A L,..ri.:.. lily uClla Lodi rl VI JVlI t11Vlu DU nulns VCl/aI LIIICIIL lul aNl./luval a.3 ucawlucu rlcicnl. 12/8/2022 LPW ner's Signature Date Christian Moriarty Print Owner's Name 2 ROBESTE-01 LHETTERI .F€ A� RoT CERTIFICATE OF LIABILITY INSURANCE DATE 12 13/2022 YJ 12/13/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, 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 PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)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 certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER pN TACT Affiliated Aggency,Inc. CONTACT 255 EXecutive Dr Ste 308 AI E,�_@16)-576-0166 AI C a i(�16 576-0168 Plainview,NY 11803 I .._...._....... .............. INSURER(5)AFFORDING COVERAGE_......�..�........ N,AIC-#..... -'. INSURERA:Merchants Mutual Ins Co ., 23329 .. ._. INSURED INSURERB:: .................... Tinker Plumbing 8r Heating Corp. INSURER C, . ........ .... 6 Bruce Lane S INSIJRERD. Kings Park,NY 11754 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER- REVISION NUMBER., THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO 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. SR LIRTYPE OF INSURANCE POLICY NUMBER POLICY 1 OOO,O INGENERAL LIABILITY ADDL S BR PO CTI EFF POLICY EXP LIMITS A X COMMERCIAL EACH OCCURRENCE ' 00' CLAIMS-MADE [:ij OCCUR BOP1045694 2/3/2022 2/3/2023 DAMAGE TO RENTED rj00�000 PREMISES dEa 1� + � MED EXPAny orae ersan 5,000 Gt-N,'.--... 21000000 PERSONAL&ADV INJURY Included L AGGREGATE PLIMIT APPLPER: AGGREGATE ­- P�IVriCY IES OC PRODUCTS-COMP/OPAGGIT m mmmmmmm 2,000,000 X � T F-1 OTHER: AUTOMOBILE LIABILITY D SINGLE LIMB COMBINES....... ANY AUTO BODILY INJURY(Per person . S Www ••••• OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident)„mom {{U� � A�"6EC�S ONLY AtITO OYPaOIcclnt AMAGE ... .a� ._.... .. ,,,.. --LJUMBRELLA IABITm OCCUR EACH OCCURRENCE _... SS LIAB CLAIMS-MADE REGATE RETENTION$ ... WORKERS COMPENSATION PER OTH- 51AAND EMPLOYERS'LIABILITYYIN �E L DI ET ANY PROPRIETOR/PARTNER/EXECUTIVE 7 E L.EACH ACCIDENT $ MandatoMEnNH EXCLUDED? NIA _....•.. mm_m mSE-EAEMPLOYE '_.�,,,- .,. ......_ (Mandatory ) S A_. If yes,describe under DESCRIPTION OF OPERATIONS below E.L..DISEASE-POLICY LIMIT ............................ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town TownMain Road ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 -- Southold,NY 11971 AUTHORIZED REPRESENTATIVE O� ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NEW YORK Workers' CERTIFICATE OF srATr Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1 a. Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured Tinker Plumbing&Heating Corp. 631-544-4824 6 Bruce Lane South Kings Park, NY 11754 1 c.NYS Unemployment Insurance Employer Registration Number of 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 843630792 i . .. ...- ...., 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name .. �_..... - of Insurance Carrier (Entity Being Listed as the Certificate Holder) NorGuard Insurance Company Town of Southold 3b.Policy Number of Entity Listed in Box 1 a" 54375 Main Road TIWC314178 PO Box 1179 Southold;NY 11971 3c.Policy effective period 07/13/2022 to 07/13/2023 3d.The Proprietor,Partners or Executive Officers are F] included. (Only check box if all partnerslofficers included) XX 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 Item_� o n°-the INFORMATION PACE 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 valid 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�Qf,informafion only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage affoided-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: Philip Muller (Print na of thorigent repre�ntalive or license of insurance carries Approved..by: (Signature) w, a (Date) Title: President Telephone Number of authorized representative or licensed agent of insurance carrier: 516-576-0166 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. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly 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. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, 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 any 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 duly 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-905.2 (9-17) REVERSE iw workers" CERTIFICATE OF INSURANCE COVERAGE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1 To be completed b NYS disability and Paid Family Leave benefits carrier or licensed insurance.�. _ ....... p y ty y e ante agent of that Carrie ....._._. .......___..... ....._...._ 1 a Legal Name&Address of Insured(use street address only) 1b Business Telephone Number of Insured TINKER PLUMBING&HEATING CORP 631-544-4824 6 BRUCE LANE S KINGS PARK,NY 11754 1 c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 843630792 ._...... _. __ ....... �. _..........._.. 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southhold 54375 Main Road 3b.Policy Number of Entity Listed in Box"1 a" PO Box 1179 DBL619258 Southold, NY 11971 3c.Policy effective period 07/13/2022 to 07/12/2023 4. Policy provides the following benefits. © A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carer referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 12/13/2022 By � .. (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8109 Name and Title Richard White Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B 4C or 5B is checked this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for II completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200, Binghamton, NY 13902-5200. .... ............ ...... _._. PART 2.To be completed by the NYS Workers'Compensation Board (only if Box 46 4C or 5B have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees.; Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title �._. .................... ....._.. ......... ....... Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) �IIIPiBiiiuiiiiiiiuiii-iiiii�ll Suffolk County Dept.of � Labor,Licensing&Consumer Affairs !I MASTER PLUMBING rr; � rrAr/1� Name ROBERT S TINKER „ - Business Name This certifies that the ROBERT S TINKER nearer is duly licensed :)y the County of Suffolk License Number:MP-44260 Rosalie Drago Issued: 03/06/2008 Commissioner Expires: 03/01/2024 G� ►S�'r�{-' obi 1 �U-X- rd DO Po N'1 Of ODA G;�S Free Shipping on Orflers Over$299+ (viewContent.asp?id page=29#freeshi pping) PR of� SON i re 1 ogs.com 888.29t3.9854 (tel:+1-888-290 Authorized Dealer (/default.asp) Browse by Price 24" Foothill Split Oak Vent Free Logs / G19 Below$200 Real Fyre (showsearchresults.asp? 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(24-Foothill-Oak-Vent-Free-Logs-G19-ANSI-Certified-Burner-PE 0a...(30- Vent-Free-Logs'G19-ANSI-Certified-Burner-Pet Charred-Oak- Vented-Log- Set-G31-Three- Product Info Product specs Manuals Warranty Shipping Related Tiered-Burner- Peterson-Real- Fyre- STANDARD FEATURES p21921.htm) • 24"Foothill split oak log set BURNER SPECIFICATIONS • ANSI Certified vent free burner • Vent free burner Clear List • ANSI certified . - Pre-assembled control valve a Safety pilot • Safety pilot assembly • ODS safety system • Oxygen depletion sei • Custom Grate • Manufactured for inc • Connector Kit • Btu/Hr-30,000-40,C • Glowing embers • Btu/H r-26,000-36,C • Lava-fyre granules MINIMUM HEARTH DIMENSIONS • } • Safety Pilot With Remote-30"W(front)x 24"W(rear)x 14"D x 16"H CHECK ALL APPLICABLE LOCAL CODES Currently,the state of California does not permit the use of vent-free gas apF Plumbers approval prior to installation.Local codes do vary,we recommend CALIFORNIA RESIDENTS ONLY WARNING: Cancer and Reproductive Harm - www.P65Warnings.ca.gov (http://www.P65WARNINGS.CA.GOV) Pre Order Support Post Order Support Peterson Fire l Contact Us(ComCenter_Main.asp) Order Update(ComCenter_FormA.asp) About Us(viewCor Product Questions Modify/Cancel Order idpage=29#aboutL (ComCenter FormH.asp) (ComCenter_FormB.asp) Contact Us(ComC! 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Fuel Type Gas General Features• Praperties Range Type Freestariding Single Oven Under-Oven Broiler Oven Cooking System Thermal i ccuSimmer®Burner Number of Oven Racks +-2 r; k, riddle(Optional) Cleaning Type Manual Clean Adjustable Oven Racks Number of Burners 4 Control Lock ' Sealed Burner Type Clock&Timer 1 Burners j 1 5000 BT Oven Light i Burner Power (1)9500 BTU Details • (2)15,000 BTUElectrical E Amps 15 Product Dimensions 46-1/4'x. I Stainless Steel Volts 120 ; 2Y-7/8"x WFG320MOBS _...__ ._.. ._ (H x W x D) 27-1/4"' Depth with Door Open 90° 45-1/4"- Also available in: O White Ice WFG320MOBW Reference Material Dimension Guide Black Ice WFG320MOBB Install Guide Use&Care Guide Warranty Benefits SpeedHeat'"Burners Sear and boil quickly with high-heat burners that offer up to 15,000 BTUs. 60 Full-Width Cast-Iron Grates \ Cast-iron grates cover nearly the whole cooktop surface,providing flexibility to easily slide heavy pots and pans to optimal cooking locations. Large Oven Window Monitor cooking progress without opening the door,keeping oven temperatures steady and undisturbed. NOTE:Dimensions are for planning purposes only.For complete details,see Installation Instructions packed with product.Specifications subject to change without notice. O/TM 0 2020.All rights reserved.Printed in the U.S.A.D200052XXB.WFG320MOBSPECSHEETV01. Q N O O 3c: —(1) -"2 �,6 25- ;E -z au) 0 - a j-0) S c a 'r, 6 5 � � Q 0 O .9 C' c <„ cc c b-co) N -0 I U -ate Qct o pc �- �+ :� � V N O ..i U N O Z7 O .•.= N � � c 2 0 'p'C O O z ,c ? O Q C co: O O U "0 n '—" V O of U �� � N T � O = U 0 L c 3 0) H O Q 0 O C - ,n C p C 'X O C O > O c U N N C c U j O N O c C O Lu r r•s 51 c0 OY 3 O y _�O O o �� P +_ O O 0 O 0 j O O N S t3 a N 'U E LZ N "- O c , a) O 0" = O �s N Q U O tail) U � � � > 0 �n O � � •. O N c N O -0 O O ••- 0 -0 f c � -Q c 0 0 -5 c 0 C — O T: D O .N « . c mc +- N E O c f a U U 0 '0 V O N U c U A �d n. N N 0 O c0 c O c N 0 Ln N a N 0) a -- - _ - O v .� c V_' 0 p O N N _ --_f - -- -- - ►c- D U OC Q -0 .91-- O o - Al y E EXISTING a O OFFICE EXISTING EXISTING 146±S.F. O U UNEXCAVATED EXISTING * BEDROOM 110 S.F. UNEXCAVATED 146±S.F. 155±S.F. s'-z'± N � FG 0,• V) _ CL D >_ +6„+ 7 -- I EXIST. I EX. Arm•® O Z L Ct-T-J C�L�T_. ,L O 13±S.F. 4+SIF• U E WIW OT SG id. •' O •0 EXISTING m E U -F- ° LIVING ROOM s.. H E FUR EXISTING EXIST. 228,±S.F. ' �( 0 01.1 O � UNEXCAVATED BATH �38 6- L. U 00 O O WW _ 42_S.F. a D U 290±S.F. rl .— o EXISTING —T-r-_ -V— DV o BASEMENT ----- REF •— X 268 S.F. ------ O -- ---- II O _ 11 FG� • Q • 4_ r 1 EXISTING •— ' ' \,J EXISTING BEDROOM y '— TOW KITCHEN roE --- 1086,±b„+S.F. WIW 15#S.F. ^^ m 00± r l U , ,,�,� II DW —_ - II ° 11 EP' EM 6-6± I II WS _ WT UPTOW I II G 11R --------------- - TOWTOW EXIST.iNE�r ?IPANTRY, EXISTING 116±s.Fi g°o EXISTING UNEXCAVATED MUD ROOM 1 1 w 48±S .F. 2 71 ±S.F. �� � °•0665 � A9O�ESSIONA 7DN LJ +OII+ +7'± LJ +oo�"± w oll+5'± r, U *--o o L� d_ O LTJ 0- 0 O EXISTING BASEMENT FLOOR PLAN EXISTING FIRST FLOOR PLAN SCALE:a V- 1,065 G.S.F.± SCALE:4'- 1 0 1,086 UJ± I= UO �— LEGEND: W-WASHER LEGEND: U � �/ �L WT-WATER PRESSURIZED TANK D-DRYER REF-REFRIGERATOR W-WASHER ; > N E 12 WS-WATER SPIGOT DV-DRYER VENT DW-DISHWASHER D-DRYER WW-WASTE WATER FUR- FURNACE EM-ELECTRICAL METER FUR-FURNACE W -� O OT-OIL TANK HWH-HOT WATER HEATER SG-SUPPLY GRILLE HWH-HOT WATER HEATER Z < U J Cm WIW-WINDOW WELL EP-ELECTRICAL PANEL FG-FLOOR GRILLE EP-ELECTRICAL PANEL '— S-BFJ-SLAB-BOTTOM OF FLOOR JOISTS TOW-TOP OF WALL(CMU) MIC-MICROWAVE OVEN 8'-4"± CEILING HEIGHT I— �/ v) D >< S-BFB-SLAB-BOTTOM OF FLOOR BOARDS TOE-TOP OF EARTH (UNEXCAVATED) W F" = W =-t-= 0 � _ .s a. co Z cn w PROJECT#: 2023-011 SCALE: /4„ =I 1_011 DATE: 08.07.23 SHEET# Q O o O L 0)c N 30 a � DESIGI�I CRITERIA _ o � � 0- 3 co ° 6 ° o 'oo 5 3 v o c ,,, � c o -p R301.2.1.2 INTERNAL PRESSURE.WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL C ° �c O o U HAVE GLAZED OPENING PROTECTED FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED v0 0 c � 9 v c -C AS A PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE, o a) 2 � o 0 0 0 0 o 0 C c 0 O U -p a) +� Q GLAZING OPENING PROTECTION FOR WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENT OF THE LARGE a o 0 a _� �_ MISSILE TEST OF ASTM e 1996 OF THE ASTM 1886 REFERENCE THEREIN. 3 a) g 02 2 c `>4 � � o � °' En .N N .S > C a) a) EXCEPTION:WOOD STRUCTURAL PANEL WITH MIN.THICKNESS OF 16" (11.1 MM) AND A MAX.SPAN OF 8 FEET o U 0 o C c u (2438MM) SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS m Lu C� Eaa)) a -a A_- o' E � 0030 a2 C3a) > c SHALL BE PRECUT TO COVER THE GLAZING OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. 1 1 „ a ` a) -0 o c n o 0 ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGN TO RESIST 6 41 + 5'-8"+ 6-4�2' 5-5�2 ± c � o '0 ami o E o THE COMPONENTS AND CLADDING LOAD DETERMINED IN ACCORDANCE WITH PROVISIONS OF THE �2 E o) E a) L o W BUILDING CODE OF NEW YORK STATE. o a > Q o TABLE R301 .2. 1 .2 WINDBORNE DEBRIS PROTECT F� �, 0 " c vi 70 L C EXISTING CONCRETE STAIR TYPICAL WALL CONSTRUCTION: o o n j o .n I I I I FOUNDATION TO BE REMOVED -8"POURED CONCRETE WALL (TYP) (4000PSI) o a a E E a) o .S o FASTENING SCHEDULE FOR WOOD STRUCTURAL +I A B -#SREBARCONTINUOUS N o ;= I I I Fl IN ITS ENTIRELY. INFILL BACK o L c c c Q 'O o -LOCATED ON 2 TON BEARING VIRGIN SOIL 0) m z a) v o o c PAN ELS a,b,c,d I I I I WITH COMPACTED EARTH. A-7 A-6 �, A-7 c E c c N c �' o c TUFF AND DRY'WATERPROOFING - N ` m a a) o)0 N a } a) I I 1 aa)) S U V E � 3 E T o d FASTENER TYPE FASTENER SPACING (inches)ab ' ' Q -0 o o 0 PANEL SPAN<4 FEET 4 FEET<PANEL 6 FEET<PANEL SPANS 6 FEET SPANS 8 FEET NO 8 WOOD SCREW-BASED ANCHOR WITH 16 10 8 y 2-INCH EMBEDMENT LENGTH NO 10 WOOD SCREW-BASED ANCHOR WITH 16 12 9 EXISTING EXISTING O U 2-INCH EMBEDMENT LENGTH TEXISTING EXISTING • 1/4"INCH LAG-SCREW-BASED ANCHOR WITH UNEXCAVATED UNEXCAVATED 2-INCH EMBEDMENT LENGTH 16 16 16 110±S.F. UNEXCAVATED 110 S.F. UNEXCAVATED i- ,�.., c:146±S.F. 146±S.F. N 70 FOR SI:1 INCH=25.4MM,1 FOOT=304.8MM,1 POUND=4.448N,1 MILE PER HOUR=0.447 M/S a.THE TABLE IS BASED IN 180 MPH ULTIMATE DESIGN WIND SPEEDS,Vult AND A 45-FOOT MEAN ROOF HEIGHT W b.FASTENERS SHALL BE INSTALLED AT OPPOSING END OF THE WOOD STRUCTURAL PANEL,FASTENERS SHALL BE LOCATED NOT LESS THAN 1 INCH FROM THE EDGE OF THE PANEL. E r— c.ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH OF NOT LESS THAN 2 INCHES .� INTO THE BUILDING FRAME.FASTENERS SHALL BE LOCATED NOT LESS THAN 2-1/2"FROM THE EDGE OF CONCRETE BLOCK OF CONCRETE. 1 �^ d.PANELS ATTACHED TO MASONRY OF MASONRY/STUCCO SHALL BE ATTACHED USING VIBRATION-RESISTANT ANCHORS HAVING 7 ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 1,500 POUNDS. O L -- -- 1 _ 0 a ._ 0 � � WIW OT WIW OT i �1 m Or ` 0 ALLOWABLE LOADS AND DEFLECTIONS C • •_ FOR STRUCTURAL MEMBERS 1 FUR ° FUR Tn y 0 o, 0 � \ \ EXISTING \ \ EXISTING I �� � 0 � 0 0 WW \, UNEXCAVATED WW UNEXCAVATED 1 U co 0_ STRUCTURAL LIVE DEAD ALLOWABLE \\\ 290 S.F. sic 290±S.F. 1 o• D U MEMBERS LOADS LOADS DEFLECTION - _______-�_______ �O O - - - - - - - - - - - - - _-L1_ - - - - - - - - - - - - - - - - - - - - - - __L1_ - - - - - - --____— _— 1 0 ._ — — — — — — 00 EXTERIOR BALCONIES 60 10 L/360 r-r--� O EXISTING 6-8"± , -r- j ,cn LJ Dv BASEMENT -BFB L� I (V •— X DECKS 40 10 L/360 0 0 7'-1-1/2'± ATTIC WITHOUT STORAGE 10 10 L/240 268+S.F. „ g 1 •� EXISTING NEW 45 MIN.RATED 39'x78" �� . . • 2 EXPANSION JOINT I ®� •� ATTIC WITH STORAGE 20 10 L/240 i BASEMENT DOOR INSTALLED W/IN A 1 HR AROUND AREA OF EXISTING PROFILE OF y -I-- ( , � 268+S F � RATED 5/8"GYP.BD.8,WD NEW CONSTRUCTION I EXISTING FOOTING TO � �_ � � v FIRST FLOOR 40 10 L/360 STUD WALL CONSTRUCTION I REMAIN-TYPICAL Q m SECOND FLOOR 30 10 L/360 WIW - WIW WITH R-15 INSULATION NEW 16"x16"POURED �/ _ CONCRETE PIER NEW OPENING TO LAYOUT EPI EP 4000 psi WITH 30"x30" I NEW HVAC DUCT WORK ROOF RAFTERS-GROUND SNOW LOAD=20 PSF L/240 - -- -- CONCRETE FOOTING DRILL AND DOWEL WATER WS _ W UP WS 2 WT 1 UP 1 I R W/3-#5 BARS BTM.TYP. - I z STOP WITH #5 DIA.REBAR CONTRACTOR NOTES 11R Q DOWEL @8"O.C. THE FOLLOWING IS A LIST OF ITEMS TO BE SELECTED,SPECIFIED AND/OR COORDINATED NEW WOODEN HANDRAIL I {� �►�� REMOVE EXISTING PARTIAL 1 ANCHOR TO EXISTING CMU I N NEW 12"H x 24"WIDE ��' G�PS L G WITH THE OWNER, CONTRACTOR TO PROVIDE SAMPLES, COLOR CHARTS, CUT SHEETS WALL WOODEN LEDGER BOARD,SO I o �' U 1r�AN? I ALUM. WINDOW LOUVER y J r AND ANY INFORMATION REQUIRED FOR EACH ITEM,TO FACILITATE SELECTION AND ACCESS CAN BE GRANTED 1 •o "- O 1 1 WITH BIRD SCREEN COORDINATION 1NITH THE OWNER: EXISTING I EXISTING 7-1/2 1 -4 °D '° 7-1/2 I INTO THE NEW CRAWLSPACE I x --UNEXCAVATED UNEXCAVATED N c� 1 VINYL SIDING/SOFFITS AND ALL ACCESSORIES 71 ±S.F. 2 i 71 ±S.F. (3)2"x12"Beam (3)2"x12_Beam I 1 4 4A � 066 `'' ROOF SHINGLE'S A-6 = = E _ _ _ =1 1 A-6 q o P� DRILL AND DOWEL WATER TL -1 1 I 4 QFESSI N EXTERIOR PAINT 1 STOP WITH #5 DIA.REBAR - - J %4, < EXTERIOR DOORS I DOWEL @ 8"O.C. BEAM POCKET U TYPICAL SLAB CONSTRUCTION: INTERIOR PAINT z AS REQUIRED u: O 1 I -2"SCREEDCOAT SLAB INTERIOR DOORS o o 00 :p I 1 -6 MIL. POLYETHYLENE INTERIOR TRIM EXISTING CONCRETE STAIR I +I I EXISTING CONCRETE STAIR Q NEW CRAWLSPACE `� N @� I 1 VAPOR BARRIER +I N _ I �: I 4"POROUS FILL FLOOR FINISHES CARPET, WOOD OR CERAMIC TILE INCLUDING STAIR FOUNDATION TO BE REMOVED N I I I N I i I I FOUNDATION TO BE REMOVED �; 208 S.F. ( ( I I I I co L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I TYPICAL FOUNDATION WALL CONSTRUCTION: c ACCESS LADDER TO ATTIC IN ITS ENTIRELY.INFILL BACK <") I I I L J L J IN ITS ENTIRELY. INFILL BACK WITH COMPACTED EARTH. WITH COMPACTED EARTH. I a.. :,-.:. - POURED CONCRETE WALL (TYP) (4000PSI) Z� CLOSET ACCESSORIES L-1 L - 1'-0P.C.FOOTING (TYP.) ,.... ...;.. ,,....: '.• k DEEP P - - - - - - - - - BATHROOM FIXTURES AND CABINETS 4'-0"± 3'-6"± - - - - - - - - - - - - - - - - - - - - - (2 2X6 ACQ SILL PLATE _ U �O NEW 12"H x 24"WIDE -#5 REBAR CONTINUOUS z 0 BATHROOM VENTS ALUM.WINDOW LOUVER � -SILL SEALER &TERMITE SHIELD r-- Q LIGHTING FIXTURES AND LOCATIONS (INTERIOR AND EXTERIOR) WITH BIRD SCREEN 5.. w i- OUTLETS/SWITC:HES AND LOCATIONS (INTERIOR AND EXTERIOR) -8 DIA.ANCHOR BOLTS @ 4-0 O.C.MAX. Q ,—. u- BEARING BASEBOARD HEATING AND CONTROLS DEMOLITION BASEMENT FLOOR PLAN `n `� 'TUFF F AND DRY'WCATED ON 2OATERPROOFINGGIN SOIL z 0 _ SCALE:4'= V-0" 1,065 G.S.F+ 3 TYPICAL WALL CONSTRUCTION: O �..0 0 z �- ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE FOLLOWING: Q ry m ALL DEMOLITION SHALL BE COORDINATED WITH OWNER-FIELD VERIFY EXISTING CONDITIONS PRIOR TO ALL DEMOLITION q-6 3_11 -8"POURED CONCRETE WALL (TYP) (4000PSI) U �/ BUILDING CODE OF NEW YORK 1'-7" 7'-0" 2'-0" �2 5'-0" 2'-3"ol - #5 REBAR CONTINUOUS O '� ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK - LOCATED ON 2 TON BEARING VIRGIN SOIL _J 0 FIRE CODE OF NEW YORK STATE op 30'-0"± 'TUFF AND DRY'WATERPROOFING Lu 0 FUEL GAS CODE OF NEW YORK STATE Z Q m O MECHANICAL CODE OF NEW YORK STATE PLUMBING CODE OF NEW YORK STATE lU � H O a- PROPOSED FOUNDATION CRAWLSPACE FLOOR PLAN o 0 0 W E PROPERTY MAINTENANCE CODE OF NEW YORK STATE '� RESIDENTIAL CODE OF NEW YORK STATE SCALE: 'a'= 1'-0" + 1,065 G.S.F._ [1- M Z U7 M � SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CODE NOTES: SOUTHAMPTON TOWN BUILDING AND ZONING CODES NEW HVAC DUCT WORK WILL BE LOCATED WITHIN THE CRAWLSPACE.ALL HVAC DUCTS WILL MEET THE MIN. DUCT INSULATION REQUIREMENT. THESE DOCUMENTS ARE PREPARED IN ACCORDANCE WITH THE NEW YORK STATE DOOR SCHEDULE PROJECT#: 2023-01 1 CONSTRUCTION CODE,THE WOOD FRAME CONSTRUCTION MANUAL,THE NEW YORK CLEAR AREA OF VENT AREA OF U STAT ENERGY CONSERVATION CODE,OSHA,THE NEW YORK STAT PLUMBING CODE, SYMBOL UNIT# DESCRIPTION ROUGH OPENING COMMENTS THE NATIONAL ELECTRIC CODE,AND ALL LOCAL BUILDING CODE AND ORDINANCES OPG. (S.F.) GLASS (S.F.) (S.F.) UNIT(S.F.) VALUES SCALE. 1 /4�I 1 �-0�� O INTERIOR 2'-6"X 6'-6"STEEL DOOR AS PER MANUFACTURER 16.25 0 0 16.25 .14 PRIVACY LOCKSET 45 MIN RATED DOOR THESE DRAWINGS HAVE BEEN PREPARED BY OUR UNDER THE DIRECTION OF THE O EXTERIOR 3'-0"X 6'-8"FIBERGLASS DOOR AS PER MANUFACTURER 20.00 2.00 0 20.00 .25 DOUBLE DEAD-BOLT DATE. Q.0723 UNDERSIGNED,AND TO THE BEST OF THE UNDERSIGNEDS INFORMATION,KNOWLEDGE, LOCKS OH AND BELIEF MEET THE REQUIREMENTS OF THE NEW YORK STAT ENERGY CONSERVATION U3 EXTERIOR FWX HID506068 GLASS DOUBLE DOOR ANDERSEN WINDOWS &DOORS 27.30 16.64 27.30 32.71 .30 CONSTRUCTION CODE,AND RESIDENTIAL CODE OF NEW YORK STATE. O EXTERIOR 5-0"X 6'-8"ALUM.SCREEN DOOR AS PER MANUFACTURER 33.33 0 20.00 33.33 SHEET# 0 INTERIOR 2'-6'X 6'-8"WOOD POCKET DOOR AS PER MANUFACTURER 16.67 0 0 16.67 3.0 PRIVACY LOCKSET O EXTERIOR 3'-0"X 6'-8"FIBERGLASS DOOR AS PER MANUFACTURER 20.00 0 0 20,00 .25 DOUBLE DEAD-BOLT LOCKS O INTERIOR 5'-0"X 6'-8"WOOD SLIDERS AS PER MANUFACTURER 33.33 0 0 33.33 O8 INTERIOR 2'-6"X 6'-8"WOOD CORE BARN DR. AS PER MANUFACTURER 16.67 0 0 16.67 3.0 PRIVACY LOCKSET BARN DR. HARDWARE O9 INTERIOR 5'-0"X 6'-8"WOOD SLIDERS AS PER MANUFACTURER 33.33 0 0 33.33 6'-4y2'± REMOVE EXISTING CONCRETE/BRICK 3 0 Wto 0 3 SHORING A I�1 D BRACING NOTES: STAIR ENTRY AND ALL RELATED ELEMENTS. -0 m a 4 >"- IT rrm rr mTr FT 17-1 rr rrIT1 TI 0 U .0 ._ 'v 1. GENERAL: PROVIDE SAFE WORKING CONDITIONS,TO PREVENT 1T , TT i , T7 , I REMOVE EXISTING SECTION OF .Q c Z) o } SHIFTING OF MATERIAL,TO PREVENT DAMAGE TO STRUCTURES OR EXTERIOR WALL AND WINDOW H m = c U c -C OTHER WORK,TO AVOID DELAY TO THE WORK,TO AVOID DELAY 6,_31 „+ +' F AND ALL OTHER RELATED ELEMENTS. 32'-2-1/2_OVERALL - c H 2 o 0 °' m 0 t o + 0 ' U o c 2 O 'p:E 2 OF THE WORK,ALL ACCORDANCE WITH APPLICABLE SAFETY AND /4 v - SAFE-OFF ELECTRICAL POWER. c c o `0 -0 ami a Q HEALTH REGULATIONS. PROPERLY SHORE AND BRACE ALL "n F F 9'-534 + 14'-9-1/2"± 17'-5"±NEW HIGHER WALL WALLS/ROOFS WHICH ARE NOT CUT BACK TO PROPER SLOPE. L 3 °'? 0) 2 � .� �cmo � m MEET THE GENERAL REQUIREMENTS OF THE APPLICABLE SAFETY K K 1 N � 0 c .� A o .0 AND HEALTH REGULATIONS FOR THE MIN.SHORING,SHEETING +I == _ = _ _ 0 - 0 m C o N c ) u F� A 1 B a „'S .� \ � u a) -c c c LI U N = t3 f- O c w AND BRACING FOR TRENCH EXCAVATIONS,WALLS AND ROOFS. gig" _- e _` _=_ - _� A-7 A-6 0" A-7 °o` 0 3 c �' v o - ----= m 2.CONTRACTOR'S RESPONSIBILITY:SOLE RESPONSIBILITY FOR THE rl REMOVE EXISTING SECTIONS OF I I 1 6'_g± _I 3 3 +B" ° °' g aci � °a H DESIGN,METHODS OF INSTALLATION,AND ADEQUACY OF THE EXTERIOR WALLS AND WINDOWS II / iv 7-4�4 7-4�4 _ +g" E 0 0 ami ami '<, ;✓ o b III I AND ALL OTHER RELATED ELEMENTS. 11 / - 3 +8 3 3 °'t (D E a 0 SHORING,SHEETING AND BRACING. N III I II i� EXISTING Ip 5-3�4 ± 3-4�4 3-4 1 5'-334 ± o m a c -0 ,_ 0 SAFE-OFF ELECTRICAL POWER. 3.ARRANGE SHORING,.SHEETING AND BRACING SO AS NOT TO OFFICE _ Z c °_' _ 0 _0 C c 0 EXISTING 146 S.F. O O c 0- - � ai .,_ c = c c o ANY STRAIN ON PORTIONS OF COMPLETED WORK UNTIL o o - � N c o in- PLACE THE GENERAL CONSTRUCTION HAS PROCEEDED FAR ENOUGH TOtn BEDROOM SII 20 19 � ° E � c- o - III I 0 - c c `= °� ----------------------------- PROVIDEAMPLE STRENGTH. 155±S.F. $'-T± 'N (2) 2'1x8" +. 2T x rn m v o o .� rn �_ o Q +I 8'-5'± III (2) 2"x8" (2) 2„x8„ c m " c ,n o c p E N cz 4. BEFORE THE REMOVAL OF ANY SHORING,SHEETING OR q I�FG 16'-6"± `° O 00 r? a< j ) o p E 0 0 "- BRACING, RETAIN THE RESPONSIBILITY FOR INJURY TO STRUCTURES `� I` x 0 c »- _� 1= a) >^ 4'-10"± '-01 + (�' Z� O co 18 -0 Q °c Q 70 o v J= OR TO OTHER PROPERTY OR PERSON FROM FAILURE TO LEAVE II �2 - _ SUCK SHORING,SHEETING AND BRACING IN PLACE EVEN II \ - +6,+-rr--@ g _ _ - ------- -- - \ o N N THOUGH PERMISSION FOR REMOVAL HAS BEEN OBTAINED. a 1 g -I� _ Q. D O O O c a) — 0)•§ �° seo � 3vu �o 3 0 ° rn o 0 (D- m OU - Q a) HATCHING INDICATES SELF ADHERING 0 Q 0 0 o a N U o POLYMER ICE SHIELD TO 24"INSIDE OF WALL NEW ROOF CONSTRUCTION TYP. o c a; ,o c -•_ avi j__ v c Z -'GAF'ASPHALT ROOF MATCH EXISTING o '9 a= a) Z o •o PROFILE AND COLOR c Q o a -SHINGLE MATE UNDERLAYMENT 0 c � c o o c j- a Ifl m-m -= -_ __ ��_ -8'CDX SHEATHING � �, c 0 c R - c ___ 3 �� rn0 ° Hoca� oom WICKS ROAD _ a) bC a) III p ---------- i ��-0 - - - __ -2'k8"R.R.'S@ 16'O.C• o ` ' \ o 0 0 a o w I I -- -- I c o °' 0 >. ° E 76 I I = I 0 0 0 0 > b 0 EDGE OF PAVEMENT I III I I I U O c - "- a) 0 O 0 '� 0 a� � ooc =) 0 Ill ; I I 1 (D b aa)i ami c is-13 E -a m m : D �r- (D a) 0- 0 � 0 PITCH PITCH I p IIIII II I � rn cz a0� c -a ) c c cO o c oLa)° - D € _ :H100.0P. -S73°21 '00"E a) -0 f 0 MON. Illk II IIS o0 -0 0 ooco0 a 238.0 176.0 G '� I I I lu c c - tp = -0 ' 1.0'N I 0) a) a 0 H } o v�N o c 1111111 II IIII Xa� � °'12 � E EcoXco - p - - �� VIII I ------_--- ------------- �� a0i 0 c 2 o 0 �-0 a0i O U W � II I � -a � o °c Q � c � o o 0 7- I I bo O 3 IIII �' 11 I p 0 M U III - c-=-�-� ��gll II R p I VIII I Lu � I �� IIIp I ; y I III ------------ III IIIp ] _ c1_ III Ls._-a=---��s_�_-�_� � � r. 0 1 i II- a —I� �___ � iIIIIi .O U CONC. O O I; I 1 LJ \ VIII STOOP 4W I�jl�ii l i ��\ .�� � Lu 14.5' 0 17.7' 0. ilil i I�I I I ' L■ r - >_ o w 7-0 I I I I .�-�p l = VIII I V Z III ° r— ui III a-g� Z 0.3' Lu III =____�---------j I_----- F��� -=----- � II � N N ONE (1) STORY iii i-____-_T o `-3- I ---ii i J� J ���® iii Z FRAME #320 o U IIIp �' -- -�---� 111 p ®�� III III • p cam, O IIIp �� I II II i H __ Q 0 �- •� -- I 2.2' 16.3' III 1 r I I j ll ^ I NEW 18"WIDE ALUMINUM VALLEY FLASHING � • 56.0' 11'6 I ° 1 II = p I II I IIII I WITH ROLLED SLATERS EDGE AND CLEATS CL ' O 0 a PROPOSED 1 II 1 L JI U p I II I iilll a I FASTENED @ 18"O.C., LAP JOINTS VERTICAL H � 0D c6 1 STORY ^- p I II (IIII I AT 8"MIN. BLIND NAIL FLASHING BELOW L.. y E70 14.0' III I I I II I I i IyI 0 O O FRAME 1 1I I I IIS �I �r O CONC. vi 0 30.29' 11.17' III �I p y/ \ •L U 00 O 0 o. U NEW CONC. NEW CONC. Ili I II �I II = 0 - STOOP STOOP I --- -------- c Lu I I `� 11 L.Jm II I , to U � I ��--- 1 1 111------�I I 1 •— w p II =-- I I ISI I I NEW ROOF CONSTRUCTION TYP. •— X LU o: oo 4 �� p 1 I PITCH I PITCH -'GAF'ASPHALT ROOF MATCH EXISTING ®� C 0a 10 o6 _ = I-_ PROFILE AND COLOR � • • 00 3 _ U p I p I I -SHINGLE MATE UNDERLAYMENT ! •� '� _ Q -$"CDX SHEATHING V) 2' 8"R.R.'S @ 16"O.C.0 APRON in m �31.5' U U 20.6' I I 1 Z �, I IIII --J II w GARAGE w I Uu-Lu ------- lii � I I N p 02o.61 < O 1 df NE�y F U - - M o - - g�Q►JG�S L. G P 0 O ^ 110 N A I-" r— Q ;o MON. 4' WIRE FENCE 6'STOCKADE FENCE MON. NEW ROOF CONSTRUCTION HATCHING INDICATES SELF ADHERING r -'GAF'ASPHALT ROOF MATCH EXISTING POLYMER ICE SHIELD TO 24"INSIDE OF WALL N73021 '00"W 100.0 PROFILE AND COLOR �ARo0 06650'b'NP -SHINGLE MATE UNDERLAYMENT FESS I& NO.: DISTRICT: 100 SECTION: 110 BLOCK: 8 LOT (S): 18 -8'cDxsHEATHiNG -2"x8"R.R:S @ 16"O.C. 2 SITE PLAN PROPOSED ROOF FLOOR PLAN A-4 SCALE: 1116'= 1'-0" SCALE:4'= 1'-0" 1,086 G.S.F.± NOTE. ROOF OVERHANG TO MATCH EXISTING ADJACENT CONDITION UJI U Lo Z o1 Lu r- 9 c- c 0C/)w Z U 0, UNDERLAYMENT APPLICATION: OSI/ FOR ROOF SLOPES FROM TWO UNITS VERT. IN 12 UNITS HORIZ. (17 %SLOPE), UP TO FOUR UNITS VERT. IN 12 UNITS ` Imo- 0 � HORIZ. (33%SLOPE), UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER. APPLY A NAILING: U4-+— 19-INCH STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES FASTENED SUFFICIENTLY TO Z Q 0— �-•— w HOLD IN PLACE. STARTING AT THE EAVE, APPLY 36-INCH-WIDE SHEETS OF UNDERLAYMENT, OVERLAPPING EDGES: 6"ON CENTER E > c� FIELD: 12" ON CENTER U I-- O c� SUCCESSIVE SHEETS 19 INCHES, AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE O 0 Q UNDERLAYMENT SHALL NOT INTERFERE WITH THE ABILITY OF THE SHINGLES TO SEAL. FOR ROOF SLOPES OF FOUR t-4 (D = O TIMES VERT. IN 12 UNITS HORIZ. (33%SLOPE) OR GREATER, UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE M z �- C3 FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM NAILING IN SHADED AREAS: THE EAVE AND LAPPED 2 INCHES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMENT (4 FEET WIDE FROM WALL EDGE PROJECT#: 2023-011 SHALL NOT INTERFERE WITH THE ABILITY OF THE SHINGLES TO SEAL. END LAPS SHALL BE OFFSET BY 6 FEET. OR RIDGE NOT INCLUDING OVERHANGS) SCALE: EDGES AND FIELD: 6" ON AS SHOWN ICE BARRIER: CENTER AND OVERHANGS IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE EAVES CAUSING A DATE: 08.07.23 BACKUP OF WATER AS DESIGNATED IN TABLE RR301 .2(1), AN ICE BARRIER THAT CONSISTS NAILING FOR WALL SHEATHING: OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING SHEET# POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EDGES: 6" ON CENTER EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24 INCHES FIELD: 12" ON CENTER INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. m NAILING DIAGRAM- ,rAI F • NTS aCIL Z) a ,- 70 0 0 UO O L O Q 3 U 0 Z7 C O -O a o c �U � D 0 0 C U C U C U W O tri o D .0 O O O a) " — O i 'O C O O U a -O p- C) fl O ro U W0 a - ) >- ?r ? O) N �O 0 c:C W p O a) 'N to o C X C `O C >O UC 3C UU O aC) WU WesoOCE .0 — O E CO0000 >. � ?'vWvc a �) : - >- _0 o aa)) -0 o a) =) QUEOWin o D D 0- 70 N E a) U 0 W n U a) > "� 0 v o c rn 0 ,c O C a) Q) a) c a) c -0 c O O — t O ,�-,� O C C O E C � () O a) O �t � N W -O - :� .'L O U C 0 C . Q- C)) C)) a) p .� O C in N 12 X a) E U X 0 3 -NZa) a m �= U c C �- O a) �'� W ►�- -0 -0 OU OC Q C il--- O c N E C 0 — - s— L .320 H C a E r- � VLa2zZ � v O 'V U E Q. m E U EXISTING NORTH FRONT ELE H "' E o, V 70 VATION EXISTING WEST ELEVATION o Q o � 0 c SCALE.4- 1 -0 SCALE :4'= F-0" .L U co 0 0 C)` D U c: oo � o •- L. Q) so O . . Q rn, D ao 0o U w 4 t cc w � r 2 All 0.06603 Fessio LU U Z o• IL w � z o 0 x ...... Ell o p Z cn W W EXISTING SOUTH ELEVATION EXISTING EAST ELEVATION PROJECT#: 2023-011 SCALE:4"= 1'-0" SCALE:4'= Y-0" SCALE: 1 /411 =I 1_011 DATE: 08.07.23 SHEET# o _ Q o a) C V 3 •+�-- 0 cc �. .pp c0 a N gyVNa - �O'3 o Q� 0 o OCA- O p N O Z3 a) o a) 0 C 0 -0 0 O 'U;E Q p U o p O r CCL N 3 c ` g= o •"' c 0 o a) Ln t B A 0� � " y ° C w 0 C a) 0Ea) o � � �- oO0Ea A-4 A-4 0 0 0 o o a 0 = o 0 T.O.EXISTING ROOF RIDGE NEW LOW PROFILE CONTINUOUS a v -0 a) W � •`U----- 0 0 0 a) c a) p O N O C W 0 a) T.O.NEW ROOF RIDGE �• +17'-4" +15 2+ RIDGE VENT (TYPICAL) U a 0•a 4) 0 E a) a 0 NEW ROOF CONSTRUCTION (TYP.) 0 � -0 c a) 0 -0 -0 a) o 0 C: m o c a) c -'GAF'ASPHALT ROOF o o = ai y o W co .o T.O.EXISTING ROOF RIDGE T.O.EXISTING ROOF RIDGE — -SHINGLE MATE UNDERLAYMENT a) 0 C s a) 0 ` a) +14'-8"± — — +14'8"± 0 O C = H E C o T.O.NEW ROOF S"CDX SHEATHING _ 0 c 0 Lj to �" v 12 -2"x8"R.R.'S @ 16"O.C. 0 0 aci �) 0 o c rn o) a) rt- Q) N of o .'Q o C ami a) a ac) 0) ' •� +� E NEW 18"WIDE ALUMINUM VALLEY o • c +- NEW ALUM.GUTTERS i 0 a o 0 5 "- a 0 — 0 FLASHING WITH ROLLED SLATERS c 0 3 aa) `o EDGE AND CLEATS FASTENED @ 18" 0 a v o Q o AND LEADERS (TYP.) � � -, O.C., LAP JOINTS VERTICAL AT 8" B.O.EXISTING SOFFIT MIN. BLIND NAIL FLASHING BELOW +9-4± NEW ALUM.GUTTERS B.O.NEW SOFFIT AND LEADERS (TYP.) +T-5"± ----_-- B.O.NEW SOFFIT T.O.NEW WINDOWS l " F]] NEW WALL CONSTRUCTION _`��� �� ;,:' �•- "' � � NEW FASCIA TO MATCH EXISTING 1 +6'-8"TYPICAL • ' "- "- SIZE/PROFILE AND COLOR/FINISH. L MATCH EXISTING (TYP.) .yk - �%-- ,.,��`,.;•:- ❑ ❑ L NEW WOODEN SIDING TO MATCH 19 20 -WD SIDING ON 15# FELT PAPER �\ O O TYPICAL. EXISTING ADJACENT CONDITION, 2 O O - 'CDX PLYWOOD SHEATHING Z 8r. TYPICAL AT ALL INFILL LOCATIONS o -R-15 FIBERGLAS INSULATION r-- -2'GYPSUM WALL BOARD �- - (2) 2x4 TOP PLATES - (1) 2x4 SOLE PLATE CL U z T.O.FINISHED FIRST FLOOR T.O.FINISHED FIRST FLOOR O Z -0'-0"(DATUM) — — — — — — — — — - — -0'-0"(DATUM) 4 • •�� NEW CONCRETE STEPS WITH N BROOM SWEEP FINISH NEW CONCRETE STEPS ALUM. DRIP CAP (TYPICAL) NEW CONCRETE STEPS ALUM. DRIP CAP (TYPICAL) 0 0 NEW WALL CONSTRUCTIONWITH WITH 4"W WINDOW MOLDING WITH 4"W WINDOW MOLDING NEW CONCRETE STEPS m E U WITH BROOM SWEEP FINISH . -F-- ._ MATCH EXISTING (TYP.) BROOM WEEP FINISH WITH BROOM SWEEP FINISH y � -WD SIDING ON 15# FELT PAPER y E ..v -2'CDXPLYWOOD'SHEATHING PROPOSED NORTH (FRONT) ELEVATION - 1 PROPOSED WEST ELEVATION - 2 o Q o �; o -R-15 FIBERGLAS If,,ISULATION SCALE:!"- l'-0" i - L o 0 GYPSUM WALL 130ARD a SCALE:4'- 1'-0" � U (>, ;— U - (2) 2x4 TOP PLATES - (1) 2x4 SOLE PLATE � 0 o @ ._ 00 N •_ •>G � M v Q a� U a co 00 A g A-4 A-4 h oo r 'Q NEW LOW PROFILE CONTINUOUS w NEW LOW PROFILE CONTINUOUS RIDGE VENT (TYPICAL) T.O.EXISTING ROOF RIDGE +17-4" RIDGE VENT(TYPICAL) ,.. +�: •' �2 NEW ROOF CONSTRUCTION (TYP.) NEW ROOF CONSTRUCTION (TYP.) NEW ROOF CONSTRUCTION (TYP.) 12 .o �, T.O.NEW ROOF RIDGE -'GAF' ASPHALT ROOF T.O.NEW ROOF RIDGE -'GAF'ASPHALT ROOF -' 9pF �P 8 -SHINGLE MATE UNDERLAYMENT + -SHINGLE MATE UNDERLAYMENT GAF'ASPHALT ROOF ESS10 15'_2"+ -SHINGLE MATE UNDERLAYMENT 5"CDX SHEATHING -5'CDX SHEATHING i 8 -$"CDX SHEATHING -2"x8"R.R.'S @ 16"O.C. -2"x8"R.R.'S @ 16"O.C. T.O.NEW ROOF RIDGE / � / -2"x8"R.R.'S @ 16"O.C. +13'-0"± / � _ T.O.NEW ROOF — NEW 18"WIDE ALUMINUM VALLEY +12'-10"± 12 FLASHING WITH ROLLED SLATERS , �4 NEW FASCIA TO MATCH EDGE AND CLEATS FASTENED @ 18 i EXISTING SIZE/PROFILE / \ O.C., LAP JOINTS VERTICAL AT 8" AND COLOR/FINISH.TYP. . BLIND NAIL FLASHING BELOW NEW ALUM.GUTTERS B.O.EXISTING SOFFIT MIN / \ NEW ALUM.GUTTERS W � +9'-4"± / NEW ALUM.GUTTERS AND LEADERS (TYP.) AND LEADERS (TYP.) U B.O.NEW SOFFIT AND LEADERS (TYP.) Lo — — -- - z B.O.NEW SOFFIT — W �— NEW ROOF CONSTRUCTION TYP. 01-1 ----� �\--- --- ---- -<�;; <��<-.�< =<s:<:� ��;:.� ;;�:.�;:=� � � •O (TYP.) NEW FASCIA TO MATCH EXISTING 12 'GAF' ASPHALT ROOF / \ � O � , O � �� ti � ��'� ��" �• Z SIZE PROFILE AND COLOR/FINISH. �_--� O �� �.... �- -SHINGLE MATE UNDERLAYMENT / \ / • _ TYPICAL. W Z -+— -8"CDX SHEATHING /O O6 d � o X -2x10"R.R.'S @ 16"O.C. Ory 10 _ - -Z L.(J NEW ALUM.GUTTERS / NEW CONCRETE STEPS _J N to AND LEADERS (TYP,.) \\ // NEW CONCRETE STEPS WITH BROOM SWEEP FINISH NEW CONCRETE 1 j O / WITH BROOM SWEEP FINISH STEPS WITH BROOM U (1) o T.O.FINISHED FIRST FLOOR SWEEP FINISH z Q •"'— J V)T.O.FINISHED FIRST FLOOR -0'-0"(DATUM) — — — — — — — — — — — — —� -0.-0„(DATUM) : . u s. Lu Q NEW CONCRETE STEPS r ® LLLLL=_ O O O QJ W O W . . WITH BROOM SWEEP FINISH ALUM. DRIP CAP (TYPICAL) NEW 12"H x 24"WIDE ALUM. NEW WINDOW WELL-INSTALL 6" NEW WINDOW WELL-INSTALL 6" _ WITH 4"W WINDOW MOLDING WINDOW LOUVERS W/BIRD MIN BELOW WINDOW/LOUVER MIN BELOW ALUM.LOUVER AND NEW 12"H x 24"WIDE ALUM. ALUM. DRIP CAP (TYPICAL) M Z to 0— W SCREEN-TYPICAL AND 2"ABOVE GRADE. 2"ABOVE GRADE. WINDOW LOUVERS W/BIRD WITH 4"W WINDOW MOLDINGSCREEN-TYPICAL PROPOSED SOUTH ELEVATION - 3 PROPOSED EAST ELEVATION - 4 PROJECT#: 2023-011 SCALE:4'= 1'-0" SCALE:a"= l'-0" SCALE: 1 /4 / A 11 =1 1-011 NOTE:R905.83 UNDERLAYMENT. ICE BARRIER: UNDERLAYMENT APPLICATION: DATE: OUUp•07.23 UNDERLAYMENT SHALL COMPLY WITH ASTM D226, IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE EAVES CAUSING A FOR ROOF SLOPES FROM TWO UNITS VERT.IN 12 UNITS HORIZ.(17%SLOPE),UP TO FOUR UNITS VERT.IN 12 UNITS L TYPE I OR ASTM D4869 TYPE I&II BACKUP OF WATER AS DESIGNATED IN TABLE RR301.2(1),AN ICE BARRIER THAT CONSISTS HORIZ.(33%SLOPE),UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER.APPLY A R905.8.3.1 ICE BARRIER OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING 19-INCH STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY TO AN ICE BARRIER THAT CONSISTS OD AT LEAST(2)TWO LAYERS POLYMER MODIFIED BITUMEN SHEET,SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND HOLD IN PLACE.STARTING AT THE EAVE,APPLY 36-INCH-WIDE SHEETS OF UNDERLAYMENT,OVERLAPPING SHEET# OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24 INCHES SUCCESSIVE SHEETS 19 INCHES,AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. UNDERLAYMENT SHALL NOT INTERFERE WITH THE ABILITY OF THE SHINGLES TO SEAL.FOR ROOF SLOPES OF FOUR IN PLACENORMAL UNDERLAYMENT AND EXTEND FOR THE TIMES VERT.IN 12 UNITS HORIZ.(33%SLOPE)OR GREATER,UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE LOWEST EDGES ES ALL ROOF SURFACES TO A POINT AT LEAST FOLLOWING MANNER.UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION,PARALLEL TO AND STARTING FROM 24"INSIDE THE EXT ERIOR WALL LINE OF THE BUILDING. NOTE: THE EAVE AND LAPPED 2 INCHES,FASTENED SUFFICIENTLY TO HOLD IN PLACE.DISTORTIONS IN THE UNDERLAYMENT ALL CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE RESIDENTIAL BUILDING SHALL NOT INTERFERE WITH THE ABILITY OF THE SHINGLES TO SEAL.END LAPS SHALL BE OFFSET BY 6 FEET. CODE OF NEW YORK STATE&ALL APPLICABLE LOCAL CODES AS PER THE TOWN OF OYSTER BAY.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INSPECTIONS REQUIRED BY THE TOWN OF SOUTHOLD.CONTRACTOR SHALL BE RESPONSIBLE TO MAKE APPOINTMENTS WITH BUILDING INSPECTOR. Q D != O _ O 0 0 3c ca� , 0) N c 0 N '3 'V U .0 .._ p 0 1-1/4"x 20 GAUGE METAL a n v t j � a) 0) U L O N STRAP TIE AT EACH STUD �„ c oc o v 2 o ami o i 0 o c o a> 0 c o - `E E o >- 1-1/2"x 20 GAUGE METAL NEW ROOF CONSTRUCTION (TYP.) " :� c 0 U O D a`Qi Q � STRAP TIE FROM HEADERS -'GAF' ASPHALT ROOF o o 0 0 o TO CRIPPLE STUDS -SHINGLE CDX SHEATHING UNDERLAYMENT 3 � N o a -8' N N C p 0O a) -2"x8"R.R.'S @ 16"O.C. 'o : - \ v U L " U c c 1-1/2"x 20 GAUGE METAL -R-30 BATT INSULATION o d a -o '- } c E w 0 0 Z 0 (D U O c = STRAP TIE FROM HEADER 0 0 v NEW ALUM.VALLEY FLASHING FRAM O NING TO TRIMMER STUDS c _0 FOR DOW AT ALL ROOF CONNECTIONS (TYP). o o °' = a) U o m (DO SI LAR) NEW 2x4 FRAMING @ U -0 aa) a y > -0 o _ E = � -o a> > 0 � � .0 a a) o 12 16"O.C.WITH 2 TOP/ 2"x8"CEILING JOISTS @ 16"O.C. c - � c m T.O.NEW ROOF RIDGE ( ) -o � c � � c N c -o o c DOUBLE SILL - - - - - - - - 4 (2) SOLE PLATES-TYP. c 0 0 j - � o c o ;0 +13-0± WITH R-30 BATT INSULATION-TYP. C a) NEW 2x4 FRAMING @ 16" c m c � o c c U E SELF ADHERING POLYMER ICE SHIELD o � v 0 o .L-_- a`� WITH (2)TOP/(1)SOLE PLA S-T P. TO 24"INSIDE UT WALL (TYPICAL) N a a o DOUBLE STRAPPING NEW ALUM.GUTTERS •�^ � a' � � fl- o �_ U •X c AT TRIMMER AND AND LEADERS (TYP.) a) c � c - °EE FULL HEIGHT STUD _C a� O a U o = _o _ =o = c c o 0 t� U .� c T.O.CEILING FULLY VENTED VINYL BEADED �- U c 4 .S 0 U SOFFIT (TYPICAL) +8'-0"(KITCHEN) NEW WOODED SHELF AND NEW (2)1-3/4"x14"M.L. NEW WALL CONSTRUCTION (TYP.) COAT ROD WITH CLOSET-TYP. WITH WD. BLOCKING -VINYL SIDING ON 15# FELT PAPER &GYP.BD.WRAP FINISH. 1-1/2"x 20 GAUGE METAL / 1 -0 -2'CDX PLYWOOD SHEATHING STRAP TIE FROM STUDS PROPOSED / - -R-15 FIBERGLAS INSULATION 0 TO UNDER PLATE NEW /EXISTING PROPOSED -2'GYPSUM WALL BOARD O U MASTER BEDROOM CLT. / B H KITCHEN -0o - (2) 2x4 TOP PLATES FRAMED OPENING STRAPPING DETAIL NEW WOODED WINDOW - - (1) 2x4SOLE PLATE � N c: SILL AND TRIM MOLDING NEW CONCRETE STEPS.4" A-] SCALE: 1/2"= V-0" AROUND WINDOWS-TYP. in CONCRETE SLAB ON GRADE T.O.FINISHED FIRST FLOOR -- — SLOPED — — — — — +0'-0"(DATUM) --- ----- --- -- -- N EXISTING EXIST. NEW III—III—IIIE_ _ ®' V 1—I I I—I 151 I z CRAWLSPACE CRAWL. BEYOND TYPICAL SLAB CONSTRUCTION:--\ RAW. III—III—I11=1I1=_l,_ ___ —I • 0) 0 O -2"SCREEDCOAT SLAB I—I II—III=III—III- - -I I _ ' III=III=III=III_ TT P. III v -6 MIL. POLYETHYLENE - —TYPICAL FOUNDATION WALL CONSTRUCTION: VAPOR BARRIERIIIr1ri--i I I=�I I=��' -8" POURED CONCRETE WALL (4000PS1) EXISTING -4"POROUS FILL I I— � _ 1'-0"xl'-8"DEEP P.C. FOOTING W/KEYWAY O 0 BASEMENT 'EXPANSION JOINT I - (2)2X6 ACQ SILL PLATE m U ,� (TYPICAL) -#5 REBAR CONTINUOUS < H I • NEW 2"R-10 RIGID BOARD SILL SEALER &TERMITE SHIELD f.. N c),� O e INSULATION INSTALLED -8'DIA.ANCHOR BOLTS @ 4'-0"O.C. MAX. Q Q Q M O 0 AROUND FULL PERIMETER -LOCATED ON 2 TON BEARING VIRGIN SOIL U _ 'TUFF AND DRY' WATERPROOFING v � :;= U PROPOSED SECTION A c --o o SCALE :4'= 1'-0" •- NOTES: L N Co V) 1. PREPARING SUBGRADE FOR SLABS ON GRADE-SLAB TO BE ON GRADE M •� •X THAT IS AT 95%COMPACTION IN 8"LAYERS •® 2. ALL CONCRETE TO BE 4000 PSI 3.ALL EXISTING/NEW ROOF JOISTS TO EXISTING RIDGE BEAM CONNECTION TO GET NEW SIMPSON STRONG TIES. :� Q 4.ALL EXISTING ROOF JOISTS TO ROOF JOISTS CONNECTION TO GET NEW SIMPSON STRONG TIES. ) -- pmoDU � o� NE NEW ROOF CONSTRUCTION (TYP.) ��•(�i LPS t. 2"x10"RIDGE BEAM -'GAF'ASPHALT ROOF ♦ O -SHINGLE MATE UNDERLAYMENT aC NEW LOW PROFILE CONTINUOUS w -8'CDX SHEATHING RIDGE VENT (TYPICAL) T.O.CEILING -2"x8"R.R.'S @ 16"O.C. 7 _N+14'-2"±(M.BEDROOM) -125 BATT INSULATION •0660" — A9pFESSti��Py T.O.NEW ROOF RIDGENEW ROOF CONSTRUCTION (TYP.) +12' 10"+ — 1-2--- NEW 2"x4"WALL FRAMING @ 16 -'GAF' ASPHALT ROOF NEW (3)1-3/4"xl b"M.L. 4 O.C.WITH R-15 BATT INSUL.WITH -SHINGLE MATE UNDERLAYMENT WITH WD. BLOCKING NEW 2x4 FRAMING @ 16"O.C. (2)TOP/(2)SOLE PLATES-TYP. -5"CDX SHEATHING &GYP.BD.WRAP FINISH. WITH (2)TOP/(1)SOLE PLATES-TYP. 8 NEW (2)1-3/4"x14"M.L. -2"x8"R.R.'S @ 16"O.C. T.O.CEILING WITH WD. BLOCKING +8'-6"(M.BEDROOM) &GYP.BD.WRAP FINISH. NEW WALL CONSTRUCTION (TYP.) T.O.CEILING _ -VINYL SIDING ON 15# FELT PAPER UJI +8'0"(LIVING ROOM) j - 'CDX PLYWOOD SHEATHING U -R-15 FIBERGLAS INSULATION Lo ""GYPSUM WALL BOARD Z 0%. (2) 2x4 TOP PLATES W r- . L - (1) 2x4 SOLE PLATE� ._ I? - - = NEW 2"x8"FLOOR JOISTS @ 16" Z Com) co N NEW � PROPOSED O LIVING ROOM CO o0 MASTER BEDROOM O.C.WITH R-30 BATT INSULATION-TYP. W 7 •— NEW 2x FLOOR INFILL @ 16" 0 O.C.WITH NEW BATT INSUL. NEW CONCRETE STEPS.4" O —se, m ALIGN SUB FLOOR CONCRETE SLAB ON GRADE �•-- ALIGN FINISH FLOOR SLOPED \ 11--- �[ 0 T.O.FINISHED FIRST FLOOR Ld �/ `t.— r11 +0,-0,(DATUM) -- — — _ VJ Z Q � � EXISTING II1=1I1=1I1=1 t� �- 0 CRAWLSPACE o NEW i-1 11—I 11—I I►—III- __' u F. :.�_ M CRAWLSPACE III—III—I I1—III—III—I I -_ — v O D W O F _ 11111=1_I 1=1 I I-1 I I. ,1 I I—" r V =I =III=1�' TYPICAL FOUNDATION WALL CONSTRUCTION: 0 C III—III=III=11I=11I=111=III-III=11I=111 I I I-111- -s,'POURED CONCRETE WALL (4000Psq o. L M Z to 11=1 11=III-III=1 I I=1 I I=III-III—I I 1=III= I=1 �' - 1 -0xl -8 DEEP P.C. FOOTING W/KEYWAY III—III—III—III=1 I=III=1 I I—III=1 I—I =1' - (2)2X6 ACQ SILL PLATE —III—III—III—III—III—I 11=1 I I—I 11=1 I I i' -#5 REBAR CONTINUOUS PROJECT#: 2023-0 NEW 2"R-10 RIGID BOARD -SILL SEALER &TERMITE SHIELD INSULATION INSTALLED -$"DIA. ANCHOR BOLTS @ 4'-0"O.C. MAX. AROUND FULL PERIMETER -LOCATED ON 2 TON BEARING VIRGIN SOIL SCALE: 1 /4 11 _ i_O�� 'TUFF AND DRY'WATERPROOFING 4 2'EXPANSION JOINT (TYPICAL) PROPOSED SECTION B DATE: 08.07.23 SCALE:4'= 1'-0" NOTES: 1. PREPARING SUBGRADE FOR SLABS ON GRADE-SLAB TO BE ON GRADE SHEET# THAT IS AT 95%COMPACTION IN 8"LAYERS 2.ALL CONCRETE TO BE 4000 PSI 3.ALL EXISTING ROOF JOISTS TO RIDGE BEAM CONNECTION TO GET NEW SIMPSON STRONG TIES. 4.ALL EXISTING ROOF JOISTS TO ROOF JOISTS CONNECTION TO GET NEW SIMPSON STRONG TIES. NOTE:CONTRACTOR SHALL INSTALL TYVEK AT ALL v EXTERIOR WALLS AND OPENINGS AS PER 3 0 MANUFACTURERS SPECIFICATIONS FOR PROPER AIR OSB OR SIMILAR INSULATION DAM o c � - 0 W AND WEATHER SEALING. o a� 0 TO HOLD INSULATION AWAY FROM �_ •� a o _0 °' .Q O OPENING 3 v ° �' -0 c o o m � 0 0aVa) TYPICAL WALL n c o o H ocNg .6 c '= a0i Uc Oa •� � a) O � VINYL SIDING o 2 c o o •o E o TYVEKo HOMEWRAP® BATT INSULATION o f c o 0 0 a ami 0- a VENTED AIRSPACE PLYWOOD SHEATHING v 0 U m _c DRYWALL D BATT INSULATION ROOF TRUSS 3 c c 2 � N � � o a aa) D� VAPOR BARRIER BOTTOM CHORD ami =' '� C) o H c o ATTIC 0 GYPSUM BOARD HATCH LID PUSHES UP > „'S ,� U c U m ,_ ._ o c c INSULATION AND OVER FOR ACCESS U E 6 5 .o � �-- o 0 0 E � °'u z w -a ac' m o m a aD a o c cU v E -6 m o _ -- IDEALLY Ye � � � � � �� c a� c � o c a LAP AND TAPE TYVEK J LOOSE-FILL INSULATION _0 0 E o W .o SUBFLOOR AND ' ' ' ' ' �' L L J J AND OR BATT INSULATION c a� c� H E •� E CONTINUOUS VINYL SIDING DRYWALL U // / AT JOINTS ilii i i� ` � `� J � � O � C V C 'U .N U O BEAD OF SEALANT 1l2' RIGID INSULATION i" i i"i" i O C �n O C i'i i'�.�.i L J J C C 4) h C n O -o E a) 112 PLYWD. �' ® i iii i. EXTERIOR INSULATED WALL N N m a) a E a N c 0 } TYVAK HOMEWRAP INSTALL AS AIR '' ' a� c 0 c E 3 E m o -0 3 / FOAM AIR SEAL GASKET cn o o c c c BARRIER AS PER MANUFACTURERS PLYWOOD SUBFLOOR H U c Q �- o o I SPECS. 112"PLYWOOD WITH RIGID CEILING DRYWALL TRIM FOAMI6ATT INSULATION LAYERED n &GLUED(MATCH R-VALUE OF CEILING INSULATION) �.. ,� ATTIC ACCESS AIR SEALING AT SOFFIT INTERFACE TYPICAL SEALANT APPLICATION %%% TYVEK INSTALLED AS AIR SEAL Lr) CL ,v� ELECTRICAL WIRE CL O Z C ® .� O CONTINUOUS BEAD OF V U N TOP PLATE BATT INSULATION SHALL RUN � c:SEALANT OVER CLOSURE BOARD Q Q O CONTINUOUS BEAD OF SEALANT AROUND CONTINUOUS BEAD OF EXPANDING FOAM co E U :.E_ PERIMETER OF WINDOW SEALANT SEALANT SOFFIT STRUCTURE BELOW � oto� N1 �o � � O � _ a00 WALL STUD CEILING JOIST CONTINUOUS MINIMAL ADHESIVE ON GYPSUM AND U c -0 ------- -- - EXPANDING FOAM AT --_-- -__- TOP PLATE AND GYPSUM WINDOW PERIMETER __ ______ -_ _= °- CLOSURE BOARD.CLOSURE WINDOW UNIT AS MANUFACTURED RECESSED LIGHT ENCLOSURE _ - BOARD NOT SHOWN �. -- _ ____________________ _______ _______ AIR BARRIER ATTIC INSULATION =_ ____________ __ ()c) -+-- CONTINUOUS SLANT CONTINUOUS MINIMAL ___=_---- AROUND PERIMETER OF y J •_ X WRAP TYVAK HOMEWRAP AS AIR =--- °__ BARRIER AS PER MANUFACTURERS EXPANDING FOAM AT GYPSUM CLOSURE BOARD �® (� SPECS. GYPSUM WINDOW PERIMETER �- __ •.� • Q CLOSURE BOARD • N � -1- _ CONTINUOUS BEAD OF SEALANT AROUND CONTINUOUS BEAD OF •; (� U PERIMETER OF WINDOW SEALANT D m oo TYVAK HOMEWRAP INSTALL AS AIR BARRIER AS PER MANUFACTURERS SPECS. PLUMBING PIPE TOP PLATE _ 112"INSULATION BOARD PLYWD.SHEATHING ° CONTINUOUS SILL SEALER EXPANDING FOAM ===v = SEALANT EXPANDING FOAM SEALANT AT PERIMETER N� FOUNDATION WALL AS AIR BARRIER WALL STUD CONTINUOUS BEAD OF SEALANT __== = y~ OJO p As c. CONCRETE SLAB AS DRYWALL CEILING • AIR BARRIER RECESSED LIGHTING FIXTURE w O •066 AIR SEALING AT EXTERIOR WALL AND FENESTRATION AIR SEALING PENETRATIONS THRU WALL PLATES AIR SEALING AT RECESSED LIGHT DROPPED SOFFIT BELOW ATTIC AIR SEALING STEP(1) `__ " NOTE:BATT INSULATION NOT W ADHESIVE BETWEEN SHOWN NOTE:RECOMMEND THE USE OF AIR SEALED ELECTRICAL r PLYWOOD AND RIM PREFAB UL LISTED METAL BOXES FOR SWITCHES,OUTLETS,JUNCTIONS,ETC. `7J Lo JOISTS. FLUE L o FLUE CHASE-,\ CHASE TOP PLATES u� r— CONTINUOUS SEALANT AT Z -f-- INTERSECTION OF CEILING FLOOR JOIST GYP.BOARD CEILING O w Z JOIST AND TOP PLATE SEALANT AROUND CEILING JOIST O U � � � D PERIMETER _ O CONTINUOUS SEALANT ATTERMITE SHIELD CUT TWO PIECES OF SHEET N O METAL TO COVER THE CHASE y— INTERSECTION OF GYPSUM WALL BOARD AND TOP PLATE PROVIDE CONTINUOUS SILL STEP 02 == OPENING.ALLOW 1 INCH Q U END RAFTERS— BETWEEN SILL PLATE AND OVERLAP.FASTEN THE SHEET Z '� •— TERMITE SHIELD AND ___ METAL TO THE FRAMING AND _ W RAFTER BETWEEN TERMITE SHIELD SEAL ALL EDGES AND SEEMS W F- C./) GABLE END TOP OF TOP PLATE AND FOUNDATION WALL WITH FIRE-RATED CAULK "1 Q BEARING WALL FIRE RESISTANT CAULK O w STUDS FOUNDATION WALL CONTINUOUS SEALANT AT L INTERSECTION OF PLYWOOD SHEATHING AND TOP PLATE - - SHEET METAL BATT INSULATION PROJECT#: 2023-011 CEILING JOIST ADHESIVE BETWEEN SHALL RUN OVER PLYWOOD AND RIM SHEET METAL GYPSUM JOISTS. SCALE: A L"Z•C CEILING SEALANT AT STEP 03 USE SHEET METAL TO MAKE A SHIELD THAT WILL I V J CONTINUOUS SEALANT WRAP AROUND THE PIPE WITH A 3 INCH ALONG SILL PLATE CORNER INTERSECTION CLEARANCE.FOLD IN THE TABS AT THE TOP AND DATE:TERMITE SHIELD EVERY OTHER TAB AT THE BOTTOM TO MAINTAIN A 3 08.07.23 PROVIDE CONTINUOUS SILL INC CLEARANCE.WITH TABS FOLDED,THE SHIELD BETWEEN SILL PLATE AND SHOULD BE 4 INCHES TALLER THAN THE FINISHED TERMITE SHIELD AND INSULATION LEVEL.SEAL THE EDGES TOGETHER SHEET# BETWEEN TERMITE SHIELDWITH FIRE RATED CAULK. AND FOUNDATION WALL SHEET NOTE:SIMILAR SEALING SHALL BE FOUNDATION WALL NON BEARING WALL METAL DONE AT FLOOR LEVEL COLLAR ATTIC GABLE END AIR SEALING RIM JOIST AIR SEALING AIR SEALING AT CHIMNEY CHASE RECOMMENDED AIR SEALING DETAILS SCALE:N.T.S. ,- N y 0 - i7 O U . C; t3 p) u `O 0 O 'O a - -0 w- c 0 a u O N •- i3 H N p Oc V (}j c Q SEE TYPICAL SECTION -I- LEDGER TO BE FASTENED TO C) o y .0 a O `c N N O 0 SEE TYPICAL SECTION "I' O 0 c .� •- c a O O O C2 WALL STUDS W!MINIMUM O '- N Z � O "-- ALL ARCHITECTURAL AND (3)10d x 3"NAILS.RAFTER TO BE co c o O 0)N .y THREE TAB ROOF SHINGLES FASTENED TO LEDGER W/ v _ o j c p C c TO RECEIVE(6)FASTENERS ` (3)10d x 3"NAILS. 3 0 0) a) 2 ^ Oc O O TYPICAL ALL ROOF SURFACES "- "' = v c (D c O '_`� N .n > N C U Nom- .'" O c 0) -- 1 "SIMPSON`H7Z ALL ARCHITECTURAL AND > '. -3 U • • O ' `' - _ THREE TAB ROOF SHINGLES E Op ►-c- O O c E w -HURRICANE TIE SEE DETAIL#21 TO RECEIVE(6)FASTENERS co O 3 c H �. OR APPROVED EQUAL PER SHINGLE O O iJ c0 p ,ON �° •• ALL ARCHITECTURAL AND u - _.__ ) N -0 O THREE TAB ROOF SHINGLES AT EACH RAFTER p� a t p •C O N O 0 0 o I RAFTER SPACING 16"O-C.MAX. O N N E N o TO RECEIVE(6)FASTENERS (2)8d NAILS THIS SIDE • / OF RAFTERS O � O � � 4- O U N � CORNER STUD CONNECTED TO (2)"SlMPSON""H2" TRANSFER SHEAR (TOTAL OF FOUR 8d NAILS U > � VO -0 Simpson Strong-Tie CONNECTORS E-"SIMPSON"LFTA O N -0 O a 0 0 10'-0"MAXIMUM OFFSET INTO RAFTER) O c c p� RAFTER SPACING 16"O.C-MAX. NOT TO SCALE CONNECTOR,16"o.c. � c N HRC22 2 ROWS OF 16d COMMON NAILS,10"O.C. - (2)'SIMPSON-SP5 �- ) (2)8d NAILS INTO PLATES c .,_ - ai Q c O c O (ONE EACH SIDE) CONNECTORS (8)8d NAILS INTO STUDS (16)10d FASTENERS TO STUDS. O o = .- �., E c O O 'h (5}8d FASTENERS (ONE EACH SIDE) 'WHERE 74"OR TALLER T.J.I.FLOOR 00) c� c p ' RIDGE I TO RAFTERS/TRUSS "' CORNER Simpson Strong-Tie "SIMPS N'HDQ8SDS3 OR PROVED EQUAL (6)10d NAILS LEDGER TO BE FASTENED TO JOISTS ARE USED-USE'SIMPSON"FTASF1400 { )• o ° v O O � N • FASTE W/ D08- 1/4X3 SC EWS (5)8d FASTENERS TO STUDS 1 SIMPSON"AC POST CAP 0 3 O CONNECTORS AT 16"O.C. TO MEET A O o p -= c v c .- U c Q HCP 3 10d x 3"NAILS.RAFTER TO BE c O •.� c '- O TO STUD WALL STUDS W1 MINIMUM v a> _O c 0) Y,. (4)tOd NAILS ( ) MINIMUM UPLIFT A N ` N Q W i0) N H O , ��� TO PLATE 1 FASTENED x 3TO LEDGER W! psi WOOD BEARING .O c = ,- N ` '- E *- 7/8"ALL THREADED ROD Jar CAPACITY-NAIL SIZE X U E E C - (D p TYPICAL H I P RIDGE AND sow' Fti AND QUANTITY z - 3 " AS PER MODEL NUMBER Q a O Q CORNER CONNECTIONS < — ~ (1)-SIMPSON' TIE REFER TO MANUFACTURE TO MEET A MINIMUM UPLIFT 'SIMPSOW CNW COUPLERI OF 1400 psi WOOD BEARING J CAPACITY-NAILING PATTERN (NOT TO SCALE) 10 OR APPROVED EQUAL TYPICAL AT ALL SECTIONS AS PER MODEL NUMBER �c TO MEET 120 MPH WIND LOAD CRITERIA (2)-SIMPSON-H5 IF T.J.VS ARE l� REFER TO MANUFACTURE (2)-SIMPSON'"H6" H 4 CONNECTORS USED,SOLID AT SILL CONNECTION CONNECTORS O (ONE EACH SIDE) BLOCK EACH 2x PRESS.TREATED JOIST SPACING(MAX 16"O.C.) O / l TO PLATE FLUSH W/FLANGES LEDGER LAGGED TO BLDG. (ONE EACH SIDE) (4)8d FASTENERS SIDE OF WEB U TO FASTENERS AT EVERY USE 318"LAGS (8)8d FASTENERS TO JOIST TO FLOOR JOISTS CONNECTOR TO 12"O.C. (8)Sd FASTENERS 70 GIRDER - _ LOCATION i E • a 'SIMPSON"SSTB28 ANCHORS �•! SEE SECTION 1 FOR OR APPROVED EQUAL ! `+ ••° MANUFACTURER'S SPECS. TYPICAL AT ALL SECTIONS _ 1!2"CARRIAGE BOLT ="SIMPSON"FACE MOUNT HANGER i •• ° SEE FOUNDATION PLAN 5O.C.UNLESS NOTED 18"DIA.ANCHOR BOLTS _ (2)PER CONNECTION r STRAP CONNECTION EMBEDMENT AS PER OR APPROVED EQUAL TO MEET FOR LOCATIONS OTHERWISE •N A MINIMUM UPLIFT OF ••',a ° `- —PRESS.TREATED POST U 600 psi WOOD BEARING - CAPACITY-NAILING PATTERN HANGER T FACE MOUNT Z FLOOR JOISTS -- AS PER MODEL NUMBER I MINIMUM UPLIFT OF (1)-SIMPSON-POST BASE ® a O 518"DIA.ANCHOR BOLTS - TO MEET A = �[ O AS PER PLANS REFER TO MANUFACTURER 23 -"NLESS NOTED 600 psi WOOD BEARING •� IRESTOP / OTHERWISE CAPACITY-NAILING PATTERN MINIMUM UPLIFT OF } / (� F @ REFER TO MANUFACTURE CAP psi WOOD BEARING V V EACH BAY - AS PER MODEL NUMBER � AND QUANTITY T CAPACITY-NAIL SIZE •� O O (2)"SIMPSON"H2 CONNECTOR TYPICAL CORNER HOLD DOWN Q OR APPROVED EQUAL AS PER MODEL NUMBER , •— REFER TO MANUFACTURE � -•H STUD SPACING,16"O.C.MAX. (ONE EACH SIDE) (NOT TO SCALE) • • (5)8d FASTENERS TORAFTERSITRUSS TO MEET 120 MPH WIND LOAD CRITERIA TYPICAL WALL SECTION O Q 0 M O (5)Sd FASTENERS TO STUDS � U C O ORAFTER SPRINGING FROM PAD ABOVE SUB-FLOOR TYPICAL WALL SECTION TYPICAL WALL SECTION AT COVERED PORCH .� (D TYPICAL • (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE) Jm _ O O WATERPROOF DECK DETAIL Q * TO MEET 120 MPH WIND LOAD CRITERIAF * TO MEET 120 MPH WIND LOAD CRITERIA (� * TO MEET 120 MPH WIND LOAD CRITERIA I to 0 *(NOT TO SCALE' tn 9 8 V TO MEET 120 MPH WIND LOAD CRITERIA L. • '— •— X 0) "o N H3 AND A35 CONNECTORS ARE TO BE STAINLESS STEEL NOTE: WHERE THEY ARE IN CONTACT WITH ACQ TREATED LUMBER. Ism • STAINLESS STEEL NAILS MUST ALSO BE USED. ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN DIRECT >® U PRESSILLPSUURREETREATED I CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED o co co U � QQ�c SEE PLANS GALVANIZED AS PER ASTM SPECIFICATIONS TO RESIST CORROSION �O Qp49�vGOR "SIMPSON"CS20 COILED STRAPS o FROM PRESSURE TREATED LUMBER. SPANG16DEQUAL AT EVERY RAFTER,MAX. FASTEN AS PER TABLE 3.6A ,GOA o °G SPACING 16"O. . ALL ARCHITECTURAL AND THREE TAB ROOF SHINGLES o "SIMPSON"CS20 TO RECEIVE(6)FASTENERS Q► QRS L. 18"DIA.ANCHOR BOLTS,23"O.C. Q, " (MIN.) '• 5IL JU G j. UNLESS NOTED OTHERWISE o ; SIMPSON"CS20 COILED STRAPS COILED STRAPS PER SHINGLE MIN.7"EMBEDMENT&MIN.3 1/2"PROJECTION Dj OR APPROVED EQUAL p OR APPROVED EQUAL ♦ G� # n AT EVERY RAFTER, MIN.3'X 3"WASHER&NUT , MAX.SPACING 16"O.C. AT EVERY RAFTER, MAX.SPACING 16"O.C. "SIMPSON"LBPS1/2 OR APPROVED EQUAL 4r, 2 / PRESSURE TREATED SILL (2)H3SS STRAPS AT EVERY STUD (2)A35SS FRAMING ANGLE AT EVERY ALL ARCHITECTURAL AND PLATE,SEE PLANS THREE TAB ROOF SHINGLES (16"O.C.)ENTIRE EXTERIOR STUD(16"O.C.)ENTIRE EXTERIOR PERIMETER ALL ARCHITECTURAL AND (1)"SIMPSON"H7Z COPPER TERMITE SHIELD PERIMETER OF BUILDING(I)ONE OF BUILDING(I)ONE EACH SIDE OF STUD TO RECEIVE(6)FASTENERS FASTEN WITH 12)-8dx1 112"NAILS THREE TAB ROOF SHINGLES PER SHINGLE HURRICANE TIE SEE DETAIL#21 OA No FSS EACH SIDE OF STUD-FASTEN ( OR APPROVED EQUAL RGF NQ,v FOUNDATION WALL,SEE PLANS WITH(4)-8d NAILS INTO STUD TO RECEIVE(6)FASTENERS AND{4)Sd NAILS INTO PLATE PER SHINGLE (1)"SIMPSON"H7Z AT EACH RAFTER HURRICANE TIE SEE DETAIL#21 RAFTER SPACING 16'O.C.MAX. OR APPROVED EQUAL ((2)8d NAILS THIS SIDE AT EACH RAFTER (TOTAL RAFTERS TYPICAL SLAB-ON G RADE SILL -- (1)-SIMPSON'H7Z RAFTER SPACING 16"O.C.MAX. (TOTAL FT FOUR 6d NAILS (2)Bd NAILS THIS SIDE INTO RAFTER) ENTIRE PERIMETER O F BUILDING HURRICANE TIE SEE DETAIL#21 I OF RAFTERS (2)8d NAILS INTO PLATES CONNECTIONS OR APPROVED EQUAL (TOTAL OF FOUR Bd NAILS (8)8d NAILS INTO STUDS AT EACH RAFTER I INTO RAFTER) (NOT TO SCALE) _--t - RAFTER SPACING 16"O.C.MAX. (2)8d NAILS INTO PLATES �k TO MEET 120 MPH WIND LOAD CRITERIA 4a O MIN.12"BEARING 8d NAILS THIS SIDE (8)8d NAILS INTO STUDS OF RAFTERS W (TOTAL OF FOUR 8d NAILS „/ INTO RAFTER) I (2)8d NAILS INTO PLATES i `SIMPSON'CS20 COILED STRAP LO (8)8d NAILS INTO STUDS OR APPROVED EQUAL z (2)-SIMPSON-"H6" AT EVERY STUD(MAX.16"O.C.) 2X STUDS,SEE PLANS CONNECTORS FASTEN AS PER TABLE 3.4B UJ STUD SPACING 16'0,C,MAX. �- D - (ONE EACH SIDE) MIN.12"BEARING ON STUD SURFACE Q r-•- z (8)Bd NAILS TO RIM JOIST (8)8d NAILS TO STUDS `MIN.12"BEARING ZO (/) 2X PLATE,SEE PLANS (2)`SIMPSON"'H6"OR APPROVED EQUAL E- w 0 Z •— FIRE STOP I CONNECTORS USOLID -I-- 4 EACH BAOCK O JOIST SPACINGO.C.MAX. \ F_ C/) O Q - � SUB-FLOOR,SEE PLANS I (ONE EACH SIDE)) TYPICAL AT (8)8d NAILS TO FLOOR JOIST SEE PLANS ALL SECTIONS (8)8d NAILS TO PLATE 4 fl / L}_ RIM JOIST, d Q •�— w 'SIMPSON*LTP4 CONNECTORS 4a MIN.12"BEARING Z (/� H 6"O.C. I i "SIMPSON"CS20 STRAPS V U E OR APPROVED EQUAL 1 O "SIMPSON`SSP STUD PLATE FASTEN W/12-8d 2"NAILS SIMILAR --- -- OR APPROVED EQUAL • TIES OR APPROVED EQUAL # I BEARING E STUDS,NAIL AS O O O W AT EVERY STUD, / I W/"SIMPSON"LTP4 CONNECTORS PER TABLE 3.4B � 31/2" *SIMPSON"CS20 STRAPS ORIL (MIN.) 518"DIA.ANCHOR BOLTS,23"O.C. APPROVED EQUAL AT EVERY OR APPROVED EQUAL (� z �.� / UNLESS NOTED OTHERWISE STUD,FASTEN AS PER 5/8"DIA.ANCHOR BOLTS 16"O-C.,FASTEN W/12-8d 2"NAILS MIN.7"EMBEDMENT&MIN.31/2'PROJECTION / TABLE 3.4B 23"O.C.UNLESS 518"DIA.ANCHOR BOLTS \ I MIN.3"X 3'WASHER&NUT 31/2 518"DIA.ANCHOR BOLTS, • NOTED OTHERWISE - 518"DIA.ANCHOR BOLTS NO 23"O.C.UNLESS "SIMPSON"LBPS1/2 OR APPROVED EQUAL NO O.C.UNLESS NOTED OTHERWISE PROJECT#. 2023_011 (MIN.} 23"O.C.UNLESS NOTED OTHERWISE I. NOTED OTHERWISE PRESSURE TREATED SILL / MIN.7"EMBEDMENT AND PLATE,SEE PLANS MIN.3 1/2"PROJECTION COPPER TERMITE SHIELD SCALE. MIN.3"X 3"WASHER&NUT*SIMPSON" N.T.S. LBPS1/2 OR APPROVED EQUAL FOUNDATION WALL,SEE PLANS PRESSURE TREATED SILL PLATE • • SEE PLANS • • ---COPPER TERMITE SHIELD TYPC IAL DATE: 08.07.23 FOUNDATION WALL,SEE PLANS o 0 TYPCIAL WALL SECTION TYPICAL WALL SECTION SHEET# TYPICAL :SILL CONNECTIONS AT AT CANTILEVER GARAGE WALL LOCATIONS TYPICAL SILL CONNECTIONS SLAB WALL CONNECTION (NOT TO SCALE) (NOT TO SCALE) TO MEET 120 MPH WIND LOAD CRITERIA (NOT TO SCALE) (NOT TO SCALE) * TO MEET 120 MPH WIND LOAD CRITERIA (NOT TO SCALE) 4 TO MEET 120 MPH WIND LOAD CRITERIA /� * TO MEET 120 MPH WIND LOAD CRITERIA �] 2 * TO MEET 120 MPH WIND LOAD CRITERIA "';t' J a) o CL 30 "= v Crnc Hca) «- �'3 _0 N U Q) 3 U 0 j "- 3 a 0 0 c � 70 c Qo � -� 0 Q 70 ca U �_ a) O H N O Q � r'�- U C L 70 a) 0 L O c iz) c: `O O O H O O 0 C N �- i V !0 .-O Q O Q N O O O 0 Q) Q y USE A MINIMUM OF i7 0)j U W � � O � � � N TYVO 84 NAILS THIS SIDE OF TRUSS. >> C 0 (1) O 8) C cz TOTAL FOUR 8d NAILS • • • L) U ` O a) ~ C 0 a) w 8D NAILS�4'Q.C. � � a � � �- o o E a (2)-SIMPSON''H6" INTO TRUSS. 1/z o 0 : O 4) =) c CONNECTORS flz STRAP KING STUDS TO TOP PLATE STRAP KING STUDS TO TOP PLATF. O O i0 c 5 O O JOIST SPACING(MAX 16"O-C. HEADER : HEADER c � -O U a) (ONE EACH SIDE) C ��- i•' 12" O a) a) O O FASTEN AS PER TABLE 3.48 MAX U Q N > t5 Q O +- �- O Q) C a) () a) 0 O c (1)-SIMPSON-POST CAP (!j, "SIMPSON*CS20 COILED STRAP "SIMPSON"CS20 COILED STRAP O O - "' O a) O FASTEN AS PER OR APPROVED EQUAL FROM OR APPROVED EQUAL FROM 0 O O � = O � 'D � "- ' MANUFACTURER'S SPECS. _ , S 0 0 - `^ ~ c 0 — \ . STUD TO HEADER f+4.N.24'LONG STUD TO HEADER MIN.24'ION., NAIL BASED ON c _ O O � N ,,, a) •- O �- *SIMPSON"FACE MOUNT PRESS.TREATED POST ( T NAILS ed NAILS N O O U '� 0 c O cc f r 1W0 • EIGHT AT ALL HEADER LOCATIONS AT ALL HEADER LOCATIONS SHEAR WALL O o U U o - V O � aOL ) EXTERIOR FASTEN AS PER TABLE 3AB FASTEN AS PER TABLE 3.48 REQUIREMENTS a) Z a) 0 HANGER TO MEET A INTO INTO �- »- a) n O +- MIhI1MUM UPLIFT OF TO MEET A OST SASE PLATES °0 StVti VIEW/�/ X ,��- x a 0 N 800 psi WOOD BEARING MINIMUM UPLIFT OF �( I E ti(y O - C CAPACITY. 1400 psi WOOD BEARING H7? S>rrn�g TW Ocv � � �, � 3oT� FASTEN AS PER -0 -0 U c: Q •0 ._ � O O '' 0 4) c c CAPACITY. 2x STUDS 2x STUDS MANUFACTURER'S SPECS_ FASTEN AS PER TYPICAL SEE PLANS FOR SIZE SEE PLANS FOR SIZE MANUFACTURER'S SPECS. "SIMPSON" H7Z CENTER 2x BLOCKING EXTERIOR ON SHEATHING JOINT E TYPICAL CONNECTION AT CRAWL SPACE HURRICANE TIE STRU WOOD VIEWI Et jt j NO CEILING STRUCTURAL PANELS = O 1( DIAPHRAGM ON GABLE FACE AND O r (NOT TO SCALE) (NOT TO SCALE) REQUIRED ON WALL BELOW V * TO MEET i20 MFH WIND LOAD CRITERIA TO MEET 120 MPH WIND LOAD CRITERIA BASED ON SHEAR • `SIMPSON'CS20 COILED STRAP 'SIMPSON"CS20 COILED STRAP WALL REQUIREMENTS lzo OR APPROVED EQUAL FROM OR APPROVED EQUAL FROM L 41001 MIN.12"BEARING ON WALL STUDS STUD TO UNDER THE MUD SILL MIN.12'BEARING ON WALL STUDS STUD TO UNDER THE MUD SILL TYPICAL MIN 12'BEARING ON STUDS MIN.12"BEARING ON STUDS FASTEN AS PER TABLE 3 48 FASTEN AS PER TABLE 3.48 = W GABLE END WALL = W U RIM JOIST _ :�• RIM JOIST BALLOON FRAMING 2x4x8'CONTINUOUS LATERAL BRACE @ V-0"O-C. SILL PLATE rl:.' SILL PLATE :•I:• �-- •— 2 10dNAILS i' (NOT TO SCALE) U I * TO MEET 120 r�PH ^1;ND LOAD CRITERIA 0) O 2-1 Od NAILS JOISTS CONCRETE CONCRETE [ 17 • = 0 O EACH TRUSS FOUNDATION FOUNDATION A6 Aft U TRUSS OR CEILING JOIST } �_ I Q �� U U •0 NAILS TYPICAL STRAPPING TYPICAL STRAPPING 0� H m E DETAIL FOR OPENING THAT DETAIL FOR OPENING UP �;N H E v -0 GABLE END TRUSS EXCEED 42" IN WIDTH ON ALL /� • oQo � o � GYP.BOARD OR CEILING JOIST BLOCKING TO 42" I N W I DTH O N ALL EDGE NO FURRING 2X PLATE,SEE PLANS EXTERIOR FRAMED OPENINGS N DISTANCE _ � �, v0000 EXTERIOR FRAMED OPENINGS � o• U (NOT TO SCALE) _ • °�J er1 Cms Fi NS T(1 (D D •° f'IATES FILL ONE OF }+ • * TO MEET 120 MPH WIND LOAD CRITERIA (NOT TO SCALE) THREE HOLES TO H14 O 2X ENDWALL STUDS. * TO MEET 120 MPH WIND LOAD CRITERIA DOT-TOM FLAME � � c O 2x4 BLOCK NAILED TO EACH..... SEE PLANS 19 1 $ 1 ' � �p BRACE WITH 4-10dNAILS L y ,J 10d NAIL @ 6-D.C. TYPICAL •— NOTE: RAFTER TO PLATE CONNECTION WHEN � 0) %.0 (/) � CS20STRAP ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN DIRECT CONTACT ® .� 13U _• Q TYPICAL END WALL WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED AS PER ASTM RAFTER AND STUD � � 4-- � (� BLOCKING DETAIL SPECIFICATIONS TO RESIST CORROSION FROM PRESSURE TREATED LUMBER. SPACING DIFFER ao U NOTE: ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE (NOT TO SCALE) 0 (NOT TO SCALE) HOT DIPPED GALVANIZED MEMBERS APPROVED BY MANUFACTURER TO MEET 120 MPH WIND LOAD CRITERIA G * TO MEET 120 MPH WIND LOAD CRITERIA 216 TO RESIST CORROSION FROM PRESSURE TREATED LUMBER. TYPICAL (2)"SIMPSdIV""H6" IF INSTALLED IN A SLAB CONDITION ON ACO TREATED LUMBER CONNECTORS CEILING CONNECTION TO THE CONNECTOR MUST BE STAINLESS STEEL. HEADER +. STEEL SHAPED BRACKET JOIST SPACING(MAX 16'O.C.) GABLE ENDWALL AS SPECIFIED 316'STEEL PLATE (8)8 �E� 3,�4"DIA. EACH NEE en_r^tA-rr (8)LSdFAS1tNEk,TUO JOIST U>;K '(�� /Y NS L - A-325 BOLTS = 'Q �I•— p p p 117"CARRIAGE BOLT (NOT TO SCALE) r 1 + ' 2�'2 STEEL'U' r r Q STEEL TUBE COLUt:1N = (2)PER CONNECTION * TO MEET 120 MPH WIND LOAD CRITERIA 22 CORNER STUD CONNECTED TO 2.z SHAPED BRACKET FULLY WELDED • + • + TRANSFER SMEAR 2 r WS'STEEL PLAT£ TO PLATE rr —PRESS.TREATED PAST cc ••. 2-16d COMMON NAILS,3'Q.C. O (1)-SIMPSON-POST BASE +'� + 10"x10"x318"11 j TO MEET A °;+ • STEEL BASE PLATE MINIMUM UPLIFT OF 0.4) "SIMPSON"PHDS OR APPROVED EQUAL STEEL COLUMN FASTEN W,+14-SOS1f2X3 SCREWS WITH 4' B LTS +2' Pg 4F & \• + ( 1 CAPACITY- BEARING 9 A + OR AS PER MANUFACTURER'S SPECS. ; �. ANCHOR BOLTS " r -' ES51 BRACKET SECTIONAL VIEL. , CORNER BRACKET f LANs 41:.A AND QUANTITY INTERIOR BRACKET SIDE VIEW ta11N.518"DIA.ANCHORS EMBEDDED IN CONC. AS PER MODEL NUMBER TYPICAL REFER TO MANUFACTURETOP PLATE NyP�� SEE FOUNDATION PLAN FOR LOCATIONS 5.0� Fro PORCH STEEL COLUMN DETAILS ALTERNATE DETAIL �---•HEADER �I (NOT TO SCALE) SEE PLANS * TO MEET 120 MPH WIND LOAD CRITERIA 12 (NOT TO SCALE) 11 d TYPICAL CORNER HOLD DOWN uj "SIMPSOWLTP4CONNECTORS SLAB I ONE STORY CONDITIONS (•") LO (NOT TO SCALE) SEE TYPICAL SECTIONS SEE TYPICAL SECTIONS (1)'SIMPSON-H7Z HURRICANE TIE z0-1 OR APPROVED EQUAL AT EACH RAFTER MIN.(2)2x4 S IF TWO STORIES&BLAB, 7.18"ANCHOR BOLTS AND HDO8 HOLD DOWN I I I ` RAFTER SPACING 16'O.C.MAX, uj �•' DOUG FIR#2 OR BETTER CONNECTORS(DETAIL 8)MUST BE UTILIZED. k{ (2)8d NAILS THIS SIDE OF RAFTERS SEE TYPICAL SECTION '1" ;_ (TOTAL OF FOUR 8d NAILS INTO RAFTER) 0 * TO MEET i20 MP}(WIND LOAD CRITERIA 14 +. (2)8d NAILS INTO PLATES E MIN,7116'SHEATHING 1r (8)8d NAILS INTO STUDS Z (n V) MADER REFER TO PORCH 7 _ is AS SPECIFIED 'SIMPSON'MSTA18 STRAPS STEEL COLUMN DETAIL#12 I uJ O Z Wl STEEL'U" OR APPROVED EQUAL THIS SHEET FOR ^' SHAPED BRACKET ONE ON EACH SIDE OF POST CONNECTION DETAILS Q ry "SIMPSON*CS20 STRAPS E---------- SEE DETAIL FASTEN NUi4-1pd NAILS U w �. FROM SILL TO TOP PLATE 12A FOR (� "SIMP50N"►ASTA18 STRAPS + CLARIFICATION (HOLLOW COLUMNS AS SPECIFIED F--~HOLLOW COLUMNS AS SPECIFIED OR APPROVED EQUAL. _j > (n O Q ONE ON EACH SIDE OF POST _ CORNER STUD CONNECTED TO (1)-SIMPSON"STRAP TIE FASTEN W114.10cf NAILS LLI /1/ P FI . • TRANSFER SHEAR (1)"SIAIPSON'STRAP TIE LL •— . TO MEET A MINIMUM UPLIFT � I I OF 1400 psi WOOD BEARING STEEL COLUMN TO MEET A MINIMUM UPLIFT HOLD DOWN CONNECTORS ?-16d COMMON NAILS,3"O.C. CAPACITY•NAILING PATTERN z J �---HOLLO N COLUMNS OF 1400 psi WOOD BEARING �� I._. INSIDE THE WALL + AS SPECIFIED AS PER MODEL NUMBER CAPACITY-NAIUNG PATTERN <—HOLLOW COLUMNS AS SPECIFIED I-^ SEE DETAIL 8 FOR MORE INFO. 01REFER TO MANUFACTURE PRESSURE TREATED POST AS PER MODEL NUMBER V ~ • "SI W SON"HD08-SDS3 APPROVED EQUAL L O l J (� • FAS EN W/20-SDS1/4X3 CREWS SEE PLANS FOR SIZE REFER TO MANUFACTURE PRESSURE TREATED POST Q • OR PER MANUFACT ER'S SPECS. STEEL TUBE SEE PLANS FOR SIZE rl II Pw CONNECTORS (2)-SIMPSON'-H6- 7 W CONNECTORS `"M) �tpE 718"ALL THREAD ROD JOIST SPACING(MAX 18"O.0-) JOIST SPACING(MAX 16"O.C. CONNECTORS STEEL TUBE COLUMN (ONE EACH SIDE) (ONE EACH SIDE) JOIST SPACING(MAX 16"O.C.) — MIN.3000 PSI CONCRETE WALL ! fR(� FULLY WELDED (8)8d FASTENERS TO JOIST (8)8d FASTENERS TO JOIST ONE EACH SIDE j -• - - } TO PLATE (8)8d FASTENERS TO GIRDER - (8)8d FASTENERS TC GIRDER (8)8d FASTENERS TO JOIST PROJECT#:x , 820nS_O t\ 10"x 10' 38' O 8 d FASTENERS TO GIRDER L L ...... 1` .. . . LA ^ STEEL BASE PTE _ 'U2"CARRIAGE BOLT 112"CARRIAGE BOLT v -, •_ V Fv�� S � • _ (2)PER CONNECTION _ (2)PER CONNECTION STEEL'U"BRACKET 12"CARRIAGE BOLT ANCHOR BOLTS % SCALE:D CONNECTED TO (2)PER CONNECTION N.T.S. TRANSFER SFEPRESS.TREATED POST STEEL COLUMN e. • • a: • �----STEEL COLUMN (1)-SIMPSON'POST BASE STEEL TUBE COLUMN DATE. FASTEN VVI20•SDS1/4X3 SCREWS E—CONCRETE FOUNDATION TO MEET A FULLY WELDED STEEL TUBE COLUMN OQ•O •�� OR AS PER MANUFACTURER'S SPECS. MINIMUM UPLIFT OF TO PLATE 11 II FULLY WELDED VV TYPICAL 1400 psi WOOD BEARING 10"x10"x318" TO PLATE TYPICAL CAPACITY-NAIL SIZE STEEL BASE PLATE 10'x10'x3/8' TYPICAL SECOND FLOOR AND QUANTITY WITH(4)518'DIA. STEEL BASE PLATE SHEET# ALTERNATE DETAIL I L AS PER MODEL NUMBER ANCHOR BOLTS WITH(4)518"DIA. DETAIL @) GARAGE WALL RETURNS CORNER HOLD DOWN AT HOLLOW COLUMNS REFERT'Ofx1ANUFACTURE u ANCHOR BOLTS & BETWEEN GARAGE DOORS TYPICAL HOLLOW COLUMN TYPICAL HOLLOW COLUMN TYPICAL HOLLOW COLUMN (NOT TO SCALE) INSTALLATION (NOT TO SCALE) * TO MEET 120 MPH WIND LOAD CRITERIA (NOT TO SCALE) INSTALLATION INSTALLATION * TO MEET 120 MPH WIND LOAD CRITERIA USE THIS DETAIL ON ALL SECOND FLOOR TO MEET 120 MPH WIND LOAD CRITERIA FIR9TRS THAT ARE DII�EC1l.Y AFIC)VE (NOT TO SCALE) (NOT TO SCALE) (NOT TO SCALE +� Elm FIRST FLOOR CO NIEP5 THAT, HAVF Dr-TAIL i 15 8 SPECIFIED 1 Fl 1 C * TO MEET 120 MPH WIND LOAD CRITERIA * TO MEET 120 MPH WIND LOAD CRITERIA 111all * TO MEET 120 MPH WIND LOAD CRITERIA IJ Z) A IDEN EO } 3 c �� - 0) ci ; � 3 i C O 6 -r, 0 'Q O Q N 36v � c ,,, vc2o � luu R\ T R\ c -Et �O 0 QUA N i0 00 O 's N O J-- '61E oQ o �320 WI(�KS ROAD, NEW SUFFOLK, NY 11956 b c o U - O 0 rn NN NQ U _ -S GENERAL NOTES >n •> y = o °' o c FOUNDATION NOTES D.IF TOP PLATES ARE NOTCHED OR DRILLED BY MORE THAN 50%OF ITS WIDTH, PROVIDE A 16 THERMAL & MOISTURE PROTECTION c o g -s � N Lu o j 5 1.ALL CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE RESIDENTIAL CODE OF NEW YORK GA., 1 1/2"WIDE GALV.METAL TIE, FASTENED TO EACH PLATE WITH NOT LESS THAN (8) 16d NAILS o o 3 o T c = (D U o O ^ •O O o c S 0 STATE (RCNYS),THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE,ANSI/AF&PA WOOD 1. ALL FOUNDATIONS TO CONFORM WITH RCNYS CHAPTER 4, FOUNDATIONS,U.O.N. AT EA.SIDE. � m C ; >_ -o = a) () •p FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY-DWELLINGS-2020 EDITION,THE LOCAL BUILDING 1. ALL INSULATION TO CONFORM WITH RCSNY CHAPTER 3-BUILDING PLANNING,SECTION R320 a) o a) a) a) 'Ei E -o a) o CODE AND ALL AGENCIES HAVING JURISDICTION. 2. FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISTURBED SOIL WITH A MINIMUM BEARING E.ALL PLATES IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED AND HAVE CONTINUOUS INSULATION. INSULATION MATERIALS TO HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25,W/ a) Q ° ) CAPACITY OF TWO TONS PER SQUARE FOOT (VERIFY IN FIELD)AND SHALL EXTEND 3'-6"MIN. BELOW ALUM.TERMITE SHIELD. AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 AS PER ASTM E 84. o a) ami o 2.CONFORM WITH RESIDENTIAL CODE OF NEW YORK STATE,CHAPTER 3,SECTION R301.2(l),DESIGN CRITERIA AS FOLLOWS: FINISHED GRADE.STEP FOOTINGS SHALL BE STEPPED AT 2'-0"HORIZONTAL AND 1'-0"VERTICAL. F.ALL EXTERIOR CORNERS SHAL BE MIN.3 STUDS.ALL EXTERIOR CORNERS AND INTERSECTIONS � � c a) o a) c o c .� O c N 2. ALL RIGID AND BATT INSULATION TO BE INSTALLED AS PER MANUFACTURERS INSTRUCTIONS, IN O c o y GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD DISTANCE SHALL HAVE HOEDOWN CONNECTIONS INSTALLED IN ACCORDANCE WITH SECTION 3.2.3.1 o a� � lU � -o c UNDERLAY- 3. FILL MATERIAL TO BE ACCEPTABLE SAND,GRAVEL OR COMBINATION OF BOTH WHICH MAY SIZES AND R-VALUES AS INDICATED.INSULATION TO BE BY CERTAINTEED OR EQUAL c - y E c c - o SNOW DESIGN FROST LINE DESIGN MEM HAZARDS TO CONTAIN SMALL AMOUNTS OF STONES OR PEBBLES OVER ONE INCH IN LARGEST DIMENSION,BUT HOEDOWNS,AND AS DETAILED. ( ) c _ O a 3 a, m ._ U LOAD SPEED(mph) CAT. WEATHERING DEPTH TERMITE DECAY TEMP. REQUIRED COASTLINE O j c U p .N U p 70 N NONE OVER TWO INCHES, BUT DOES NOT CONTAIN CLAY, LOAM,ORGANIC MATERIAL,DEBRIS AND 9. WALLS TO BE BRACED IN ACCORDANCE WITH RCNYS CHAPTER 6,SECTION R602.10/WALL 3. INSTALL CONTINUOUS SILL SEALER UNDER ALL PLATES IN CONTACT WITH FOUNDATION WALLS. a1 ) ? m N o c •N o 30 130 B SEVERE 3� MOD TO SLIGHT TO 13 YES NO ONE(1)MILE FROZEN MATERIAL. BRACING. -a E W HEAVY MOD. -t; H a) N N Q a) 0 � L - 4. SOIL COMPACTION AND DENSITIES SHALL COMPLY WITH THE REQUIREMENTS OF ASTMD1557, 10. PROVIDE FIRESTOPPING AS PER RCNYS CHAPTER 6,SECTION R602.8 4. INSTALL NEW"TYVEK"HOUSEWRAP AT EXTERIOR SHEATHING. a) c ° •E 3 aa)) o 3.CONFORM WITH RCNYS CHAPTER 3, SECTION R301.5 MIN.UNIFORMLY DISTRIBUTED LIVE LOADS: a) v .` c a p a) _ METHOD C.COMPACT UNDER SLABS, FOUNDATIONS,AND FOOTINGS ATONE HUNDRED PERCENT OF 11. ALL ROOF CONSTRUCTION TO CONFORM WITH ANSI/AF&PA WFCM-2020 CHAPTER 3.5 ROOF 5. INSTALL 6 MIL.THICK POLYETHELENE MOISTUR BARRIER UNDER ALL CONCRETE SLABS AND ~ -o -°a ° 0 � Q ~ o v TABLE 8301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IN POUNDS PER SQUARE FOOT) MAXIMUM DENSITY. COMPACT BACKFILL AT WALLS, EMBANKMENTS,AND UNDER PAVED AREAS AT SYSTEMS SYSTEMS, U.O.N.,AS FOLLOWS: INTERIOR SIDES OF EXTERIOR WALLS. USE UNIFORM WE NINETY PERCENT OF MAXIMUM DENSITY. LOAD(PSF) A. RAFTER SPANS NOT TO EXCEED THOSE AS LISTED IN TABLES 3.26 A&B FOR SPECIES AND UNINHABITABLE ATTICS WITHOUT STORAGE 10 5. ANCHOR ALL SILL PLATES AT EXTERIOR WALLS TO FOUNDATIONS WITH 5/8" DIAM.BOLTS, EMBEDDED A 6. INSTALL OPERABLE SCREENED VENTS AT ALL CRAWL SPACES IN SIZES INDICATED AS PER RCNYS N GRADE OF LUMBER INDICATED. UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 MINIMUM 1'-6"INTO FOUNDATION WALLS. LOCATE BOLTS WITHIN 1'-0"FROM ENDS AND 3'-0 "FOUNDATION MASTER" 0 HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 B. ROOF CONSRUCTION TO BE DESIGNED FOR A MINIMUM 20 PSF LIVE LOAD AND 20 PSF AS MANUFACTURED BY MID-AMERICA. INSTALL WITHIN 3'-0"OF EACH CORNER OF STRUCTURE. BALCONIES(EXTERIOR)AND DECKS ao 6. SLOPE ALL FINAL GRADES AWAY FROM FOUNDATION WALLS IN ACCORDANCE WITH SECTION R401.3 DEAD LOAD WITH A DEFLECTION OF L/180. •0 U 7. IN ALL FRAMED WALLS, FLOORS,AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE rt� FIRE ESCAPES 40 7. ALL FOOTINGS AND FOUNDATIONS TO BE REINFORCED CONCRETE DESIGNED IN ACCORDANCE C.CEILING CONSRUCTION TO BE DESIGNED FOR A MINIMUM 20 PSF LIVE LOAD AND 10 PSF BUILDING THERMAL ENVELOPE,A MOISTURE VAPOR RETARDER SHALL BE INSTALLED ON THE t` GUARDS AND HANDRAILS(GLAZING USED IN HANDRAIL ASSEMBLIES&GUARDS) 200 WITH SECTION R403/FOOTINGS AND SECTION R404/FOUNDATION WALLS. DEAD LOAD WITH A DEFLECTION OF L/240. WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE WITH SECTION R322. LoN GUARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL) 50 PASSENGER VEHICLE GARAGES(ELEVATED GARAGE FLOORS CAPABLE OF 2000 POUND LOAD) 50 8. ALL FOUNDATIONS TO BE DAMPROOFED WITH ACRYLIC MODIFIED CEMENT,3 LBS.PER SQ YD,FROM D. RAFTERS AND CEILING JOISTS SHALL BE PROVIDED WITH LATERAL SUPPORT AT BEARING ROOMS OTHER THAN SLEEPING ROOMS 40 T.O. FOOTING TO 8" MIN.ABOVE FIN.GRADE-'THOROSEAL"OR EQUAL. POINTS TO PREVENT ROTATION. RAFTERS AND CEILING JOISTS SHALL BE SUPPORTED LATERALLY SYMBOLS BY SOLID BLOCKING, DIAG.BRIDGING,OR CONTINUOUS 2 X 4 WOOD STRIP NAILED ACROSS '- SLEEPING ROOMS 30 9. ALL CONCRETE SLABS ON GRADE SHALL BE 4"THICK. THE RAFTERS OR CEILING JOISTS AT 6'-0"MAX.,AND AS PER TABLE 3.1 3 STAIRS(INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY LIVE LOAD OR ICL 300#CONCENTRATED LOAD ACTING OVER AN AREA OVER 4SQUARE INCHES,WHICHEVER 40 E. NOTCHES IN THE TOP OR BOTTOM EDGES SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE WALL MOUNTED PRODUCES THE GREATER STRESSESJ. 10.ALL BACKFILL MATERIAL SHALL BE OF THE SAME TYPE OF SOIL AS REMOVED DURING EXCAVATION. VERTICAL ELEVATION LIGHT FIXTURE 0) 0 z RAFTER SPAN.OUTER THIRDS OF THE SPAN SHALL NOT EXCEED 1/6 OF RAFTER DEPTH.DO NOT •® CONFORM WITH RCNYS CHAPTER 3,SECTION R301.5 MIN.UNIFORMLY DISTRIBUTED LIVE LOADS: EXCEED 1/4 RAFTER DEPTH AT NOTCHES MADE AT SUPPORTS.LIMIT BORED HOLE DIAM.TO 1/3 C o � O TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IN POUNDS PER SQUARE FOOT) CONCRETE NOTES RAFTER DEPTH, NO CLOSER THAN 2"TO THE TOP OR BOTTOM EDGE,OR CLOSER THAN 2" TO •U DESIGN LOADS F.CEIANY LWG RAFTERS SHALL BE PLACED DIRECTLY OPPSITE EACH OTHER AT ALL RIDGE BOARDS. � REVISION LIGHT FIXTUEILING RE %f 4F •_ 0 c STRUCTURAL SYSTEMS DEAD LOAD LIVE LOAD DEFLECTION 1. ALL CONCRETE WORK SHALL CONFORM TO RCNYS CHAPTER 4,SECTION 8404 AND APPLICABLE CEILING JOISTS/RAFTER TIES SHALL FORM A CONTINUOUS TIE BETWEEN EXTERIOR WALLS WITH U 0 REFERENCES (ACI). CONNECTIONS IN ACCORDANCE WITH TABLES 3.9. H a • •- (LBS/SQ.FT.) (LBS/S4.FT.) LIMB RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE ACI . SWITCH FLOOR SYSTEMS 10 PSF 30 PSF L/360 8301.4,8301.6 O DOWN RECESSED CEILING • t6. H � � �[ (SLEEPING ROOMS) 2. ALL CONCRETE SHALL BE STONE CONCRETE (3/4"COARSE AGGREGATE) HAVING A MINIMUM G.ALL EXTERIOR ROOF SHEATHING TO BE 5/8"CDX PLYWOOD PANELS, NAILED WITH 8d FLOOR SYSTEMS10 PSF 40 PSF L/360 R301.4,R301.6 STRENGTH OF 3500 PSI AT TWENTY-EIGHT DAYS FOR PORCHES,CARPORT SLABS,AND STAIRS. COMMON NAILS OR l Od BOX NAILS 6" FROM EDGE AND 12"IN FIELD O.C.4"O.C.AT RAKES & 3 O Q 0 (NON-SLEEPING ROOMS) 10 SHALL BE 2500 PSI MIN.AND WALLS SHALL BE 3000 PSI MIN. OVERHANGS. PARTICLE BOARD OR OSB NOT PERMITTED. 3 WAY SWITCH WP L. U ()c) 0 0 TT10 PSF 20 PSF L/240 R301.4,R301.6 RECESSED WEATHER PROOF Q) -f- STORAGE t'J H. PROVIDE RAFTER TIES/HURRICANE CLIPS AS TCEILING DOWNLIGHT MANUFAURED BY SIMPSON AT ALL RAFTER D ATTIC WITHOUT 3. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 615 FOR GRADE 60,BE Q� STORAGE 10 PSF 10 PSF L/180 R301.4,R301.6 CONTINUOUS AND HAVE MINIMUM LAPS OF FORTY DIAMETERS. BEARING LOCATIONS IN SIZES INDICATED.INSTALL AS PER MANUFACTURERS INSTRUCTIONS. DUPLEX RECEPTACLE Elam. '--o 0 c:ROOF SYSTEMS SECTION LETTER/NUMBER 0M •- (ATTIC) 10 PSF 45 PSF L/360 8301.4,8301.6 4. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO THE REQUIREMENTS OF ASTM Al 85,FLAT 12• ALL CONNECTIONS TO CONFORM WITH ANSI/AF&PA WFCM-2020 CHAPTER 3.2- CONNECTIONS. WP A 0 W +- ALL NAILS,SINKERS,SCREWS,STAPLES, ETC.USED IN EXTERIOR TO BE AS SCHEDULED FROM TABE ROOF(VAULTED) 10 PSF 30 PSF L/360 R301.4,R301.6 SHEETS ONLY. WEATHER PROOF A-1 DRAWING SHEET 1V ,- (VAULTED) 3.1/NAILING SCHEDULE.SEE SHEET T-2 FOR SCHEDULE. � •- X 5. CONCRETE IN FOUNDATIONS AND SLABS EXPOSED TO WEATHER AFTER COMPLETION OF THE (y 0 EXTERIOR DECKS 10 PSF 4o PSF L/360 8301.4,8301.6 PROJECT SHALL CONTAIN FIVE PERCENT (+/- 1%) BY VOLUME OF ENTRAINED AIR AS PER ASTM C231. GFI _ �O N DETAIL NUMBER .� 1.ALL GROUND FAULT 1 ® 0 -� Q 1.ALL LUMBER SHALL BE DOUGLAS FIR LARCH No.2 UNLESS OTHERWISE NOTED. 6. SLUMP SHALL BE FOUR INCHES AND ALL CONCRETE SHALL BE CONSOLIDATED BY ADEQUATE CARPENTRY NOTES � INTERRUPTER • •� A-1 _., r 1 2.DESIGN LOADS MEET OR EXCEED THE REQUIREMENTS AS OUTLINED IN SECTION 8301. VIBRATORS. DRAWING SHEET H •� `}' v 7. KEEP CONCRETE SURFACES NOT COVERED BY FORMS, PROTECTED FROM LOSS OF SURFACE 0 TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE MOISTURE FOR NOT LESS THAN SEVEN DAYS. 1. INTERIOR WALLS TO BE 1/2"MIN.GYPSUM BOARD CONFORMING TO RCNYS CHAPTER 7, WALL F EXHAUST FAN Q m co U STRENGTH OF CONCRETE 8. SLABS ON GRADE SHALL BE PLACED IN SECTIONS NOT EXCEEDING NINE HUNDRED SQUARE FEET COVERING.FASTEN WITH 1 1/2"TYPE W OR S SCREWS IN ACCORDANCE WITH ASTM C 1002, 12" ❑ A ELEVATION LETTER TYPE OF OR LOCATION OF CONCRETE CONSTRUCTION MIN.SPECIFIED WITH THIRTY FOOT MAXIMUM SIDE LENGTH. ALL CONCRETE SLABS SHALL HAVE STEEL TROWELLED OC MAX.ALL CORNERS REINFORCED W/GALV.METAL BEADS; AND JOINTS TAPED SPACKLED,3 A-1 COMPRESSIVE STRENGTH FINISH UNLESS OTHER-WISE NOTED,AND SHALL BE REINFORCED WITH 6 X 6- 10/10 WWF LOCATED COATS OF SPACKLING COMPOUND SANDED SMOOTH. DRAWING SHEET MODERATE EXISTING WALLS TO REMAIN ATE PROPOSED ONE INCH FROM THE TOP SURFACE. 2. INSTALL TYPE'X'5/8"GYPSUM BOARD AT ALL GARAGE WALLS AND CEILINGS, FURNACE BASEMENT WALLS,FOUNDATIONS AND OTHER 9. NEW FORMS SHALL BE USED FOR ALL FOOTINGS. ROOMS/CLOSETS,INSTALLED PERPENDICULAR TO FRAMING MEMBERS.FASTEN WITH 1 7/8"MIN. ________ �# KEYNOTE 00 CONCRETE NOT EXPOSED TO WEATHER 2'5 4'000 6d COATED NAILS OR EQUIV. DRYWALL SCREWS,6"OC MAX. _ EXISTING WALLS BASEMENT SLABS AND GARAGE FLOOR SLABS LABS ON GRADE, 2500 a'000 TIMBER FRAMING NOTES �� TO BE REMOVED INTERCONNECTED HARDWIRED N EXCEPT GARAGEFLOORSLABS 3. PROVIDE HARDIBACKER' CEMENT BOARD AT ALL TILED AREAS,TUB/SHOWER STALLS,AND (� BASEMENT WALLS,FOJNDATION WALLS,EXTERIOR WALLS WATER RESISTANT GYPSUM BOARD AT ALL OTHER LOCATIONS REQUIRING SUCH.FASTEN WITH SMOKE/CARBON MONOXIDE AND OTHER VERTICAL CONCRETE EXPOSED TO WEATHER 2' 4'000 NEW WALL CONSTRUCTION s�C 1-1/2"GALV.TYPE W OR S SCREWS 12' OC. DETECTOR W/BATTERY BACKUP PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER,AND GARAGE FLOOR SLABS 2,500 4,000 1. ALL STRUCTURAL LUMBER SHALL BE STRESS GRADED DOUGLAS FIR-LARCH NO. 1 HAVING A +► �. 4. ALL EXTERIOR WOOD FASCIA AND TRIM TO BE CEDAR OR PRESSURE TREATED,WRAPPED IN 1 � MINIMUM FIBER BENDING STRESS OF 1200 PSI. ALUMINUM OR VINYL TRIM AS SHOWN (IF APPLICABLE). ZONING INFORMATION . 2. ALL STRUCTURAL LUMBER, PLYWOOD,SHEATHING, ENGINEERED LUMBER,ETC. SHALL BEAR 5. VINYL SIDING TO CONFORM WITH ASTM D 3679,AS SELECTED BY OWNER (IF APPLICABLE). 4kk-"'- VISIBLE GRADE STAMPING. DISTRICT: 1000 4,, 4. tG� 4.CONFORM WITH RCNYS CHAPTER 3,SECTION R303, LIGHT,VENTILATION AND HEATING. 3. ENGINEERED LUMBER TO BE IN SIZES INDICATED AND INSTALLED AS PER TRUS-JOIST 6. FASTENERS FOR PRESERVATIVE& FIRE RETARDANT TREATED WOOD SHALL BE OF HOT DIPPED A GALVANIZED STEEL OR STAINLESS STEEL. SECTION: 110 ;90FE-ss% 5.CONFORM WITH RCNYS CHAPTER 3,SECTION R310, EMERGENCEY ESCAPE AND RESCUE OPENINGS. MACMILLAN,'TJI PRO SERIES". ENGINEEERED BEAMS TO BE BY TRUS-JOIST MACMILLAN, P BLOCK: 8 6.CONFORM WITH RCNYS CHAPTER 3,SECTION R317,SMOKE ALARMS AND AUTOMATIC SPRINKLER SYSTEMS. "PARALLAM"OR"MICROLLAM 2.01F'. LOTS 7.ALL CONTRACTORS ARE RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION. ( ): 18 4. PROVIDE SOLID BLOCKING FROM TOP OF GIRDER/BEAM OR FOUNDATION WALL TO UNDERSIDE ZONE: R-40 7. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND MEASUREMENTS IN THE FIELD AND OF FLOOR AT ALL LOAD BEARING COLUMNS.WOOD COLUMNS AT EXTERIOR LOCATIONS TO BE INSULATION AND CAULKING NOTES LAYING OUT ALL WORK PRIOR TO COMMENCEMENT OF THE WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE CCA PRESSURE TREATED. ATTENTION OF THE ARCHITECT/ENGINEER FOR HIS CONSIDERATION AND CLARIFICATION BEFORE PROCEEDING WITH THE REQUIRED (MIN.) PROPOSED WORK. IN NO CASE SHALL SUCH DIFFERENCES CONSTITUTE THE BASIS FOR EXTRA CHARGES OF COMPENSATION.DO 5. ALL FLOOR CONSTRUCTION TO CONFORM WITH ANSI/AF&PA WFCM-2020 CHAPTER 3.3 FLOOR LOT AREA 40,000 S.F. 15,000 S.F.-EXISTING NO CHANGE NOT SCALE DRAWINGS. USE DIMENSIONAL NOTATIONS ONLY. 1.ALL INSULATION SHALL BE CUT TO FIT BUT WITHOUT COMPACTION BETWEEN ALL EXTERIOR SYSTEMS, U.O.N.,AS FOLLOWS: FRAMING MEMBERS AS INDICATED ON THE DRAWINGS AND SHALL BE TACKED SECURITY IN MAXIMUM DWELLING UNIT DENSITY 1 1 -EXISTING NO CHANGE W 8.THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL A. FLOOR JOIST SPANS NOT TO EXCEED THOSE AS LISTED IN TABLES 3.18 A-B FOR SPECIES AND PLACE, IN ACCORDANCE AS PER MANUFACTURER.ALL PENETRATIONS TO THE VAPOR BARRIER ' ` CONTRACTOR NOR ANY OTHER SUBCONTRACTORS, NOR SHALL BE GUARANTEE THE PERFORMANCE OF THEIR CONTRACT. GRADE OF LUMBER INDICATED. SHALL BE CAREFULLY PATCHED AND SEALED PRIOR TO INSTALLATION OF FINISHED SURFACES. LOT WIDTH/FRONTAGE 150' 100'-EXISTING v Lo 9.THE ARCHITECT/E:NGINEER SHALL ASSIST THE OWNER IN OBTAINING ALL APPROVALS AND PERMITS AND THE OWNER B.ALL FLOORS TO BE DESIGNED FOR A MINIMUM 40 PSF LIVE LOAD AND 20 PSF DEAD LOAD 2. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF INSULATION AT MAX. BUILDING COVERAGE 20% 1,331 G.S.F./ 15,000=9%!g 20% Z SHALL PAY ALL FEES TO GOVERNING AUTHORITIES HAVING JURISDICTION OVER THE WORK. AND DEFLECTION OF L/360. PLATE LINES,SILL AND CORNERS. 1,747 G.S.F./ 15,000= 11.6%5 20% Lli C. PROVIDE MINIMUM BEARING OF 3", LION,AT ENDS OF ALL JOISTS, BEAMS AND GIRDERS; 3. VAPOR BARRIER SHALL BE LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. RESIDENCE&GARAGE r•- 10.ALL WORK SPECIFIED HEREIN SHALL INCLUDE MATERIAL, LABOR,AND INSTALLATION. ALL WORKMANSHIP SHALL BE FRONT YARD 50 FT. 38.8'-EXISTING-NO CHANGE � FIRST QUALITY SUBJECT TO THE ARCHITECT/ENGINEER'S AND OWNER'S APPROVAL. THE ARCHITECT/ENGINEER RESERVES PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS;PROVIDE SOLID BRIDGING, 4.ALL INSULATION WHICH SURROUNDS RECESSED LIGHT FIXTURES SHALL BE INSTALLED WITHIN AN Z - �- STAGGERED AT 6ER OC MAX. AIR SPACE CLEARANCE OF 3"MIN.,OR AS PER THE ALLOWANCES AS SPECIFIED BY THE LIGHTING SIDE YARD (ONE) 15 FT. 11.6'-EXISTING-NO CHANGE O_ THE RIGHT TO CLARIFY THE WORK IF NECESSARY BY ADDITIONAL DETAILED DRAWINGS OR WRITTEN DESCRIPTION. D. LAP JOISTS OVER A BEARING SUPPORT A MINIMUM OF 3%NAILED TOGETHER WITH THREE l Od "{- FIXTURE MANUFACTURER BASED ON U.L.RATING AND APPROVALS,WHICH EVER IS STRICTER. 8 w 0 � FACE NAILS MIN.JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY SIDE YARD (BOTH) 35 FT. 56.0'-EXISTING-NO CHANGE 4 be 11.COOPERATION:: THE GENERAL CONTRACTOR AND ALL OTHER CONTRACTORS SHALL COORDINATE WITH ALL A SPECIFIED FRAMING ANCHOR.TOENAILING SHALL NOT BE PERMITTED. 5. CAULKING EXTERIOR JOINTS,WINDOWS AND DOOR FRAMES AND ALL OTHER OPENINGS AT C) -U E ADJACENT WORK AND COOPERATE WITH ALL OTHER TRADES AS TO FACILITATE PROCESS OF THE WORK. EACH TRADE PENETRATIONS OF UTILITY SERVICES, ETC.SHALL BE CAULKED,GASKETED,WEATHER-STRIPPED,ALL REAR YARD 50 FT. 69.6'-EXISTING-72.6' 0 O SHALL AFFORD ALL OTHER TRADES EVERY REASONABLE OPPORTUNITY FOR THE INSTALLATION OF THEIR WORK AND E. NOTCHES IN THE TOP OR BOTTOM EDGES SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE OTHERWISE SEALED. STORIES/HEIGHT 2-1/2/35'-0"FT. 1 / 19'-6"±PEAK OF EXISTING ROOF 'IN _� O 0 '- STORAGE OF THEIR MATERIALS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER COORDINATION JOIST SPAN.OUTER THIRDS OF THE SPAN SHALL NOT EXCEED 1/6 OF JOIST DEPTH,NOR LONGER 17'-4"±PEAK OF PROPOSED ROOF OF THE WORK. THAN 1/3 OF JOIST DEPTH. DO NOT EXCEED 1/4 JOIST DEPTH AT NOTCHES MADE AT SUPPORTS. ROOFING NOTES- Q Q W Q) LIMIT BORED HOLE DIAM.TO 1/3 JOIST DEPTH,NO CLOSER THAN 2"TO THE TOP OR BOTTOM Z C,/) N 0 12. TEMPORARY LIGHT, HEAT AND POWER: THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN AND PAY FOR EDGE,OR CLOSER THAN 2"TO ANY NOTCH. cle �- ALL TEMPORARY UTILITIES THAT MAYBE NEEDED FOR HIS WORK. IF THE OWNER ALLOWS THE CONTRACTOR TO USE THE SURVEY INFORMATION TO CONFORM WITH RCNYS CHAPTER 9/ROOF AND ANSI/AF&PA U I- EXISTING FACILITIES,THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR SUCH USE. F.ALL SUBFLOOR SHEATHING TO BE 3/4"CDX T&G PLYWOOD,GLUED AND NAILED WITH 8d 1. ALL ROOF ASSEMBLIES � �,� COMMON NAILS,OR l Od BOX NAILS, 6"FROM EDGE AND 12"IN FIELD O.C. PARTICLE OR OSB WFCM-2020 3.5 ROOF SYSTEMS AS FOLLOWS: O W QJ BOARD SHALL NOT BE ALLOWED. PLOT PLAN IS BASED UPON EXISTING FIELD CONDITIONS AND A COPY OF A SURVEY DONE BY: Z 7t= rr ^^ 13. MEASUREMENTS: BEFORE ORDERING ANY MATERIAL, OR DOING ANY WORK,THE CONTRACTOR SHALL VERIFY AT A. PROVIDE CONCEALED ALUM. FLASHINGS AT ALL WALL AND ROOF INTERSECTIONS, KENNETH M.WOYCHUK LAND SURVEYING,LLC M to I-- THE PROJECT AREA ALL MEASUREMENTS AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. NO EXTRA CHARGE OR 6. PROVIDE DRAFTSTOPPING AS PER RCNYS CHAPTER 5,SECTION R502.12. CHANGE IN ROOF SLOPE OR DIRECTION,AND AROUND ROOF OPENINGS-NO.26 GALV PROFESSIONAL LAND SURVEYING AND DESIGN COMPENSATION WILL BE ALLOWED DUE TO DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND THE MEASUREMENTS SHEETS. P.O. BOX 153 AQUBOGUE, NEW YORK 11931 INDICATED IN THE DRAWINGS. ANY DIFFERENCES FOUND SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR HIS 7. PROVIDE FIRESTOPPING AS PER RCNYS CHAPTER 5,SECTION 8502.13. PHONE:631.298.1588 FAX:631.298.1577 PROJECT#: 2023-0 B. ROOF DECK UNDERLAYMENT SHALL COMPLY WITH ASTM D 1970,AS MANUFACTURED CONSIDERATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 8. ALL WALL CONSTRUCTION TO CONFORM WITH ANSI/AF&PA WFCM-2020 CHAPTER 3.4 WALL BY GAF,"SHINGLE-MATE'. ICE PROTECTION SHALL BE AS MANUFACTURED BY GAF, APRIL 8,2019 11 SYSTEMS, U.O.N.,AS FOLLOWS: "WEATHERWATCH/STORMGUARD LEAK BARRIER', EXTEND MIN.24"AT ALL RAKES, EAVES, 13. SITE MAINTENANCE AND CLEANING: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE VALLEYS, CHIMNEYS. SCALE: JOB SITE IN A CLEAN ORDERLY MANNER. ALL DEBRIS AND RUBBISH SHALL BE REMOVED FROM THE BUILDING AS RAPIDLY A.STUD SPACING TO BE 16"OC, U.O.N. DRAWING LIST C.ASPHALT SHINGLES TO BE ATTACHED WITH A MINIMUM OF SIX FASTENERS PER SHINGLE N•T•"cc AS IT ACCUMULATES. CONTRACTOR SHALL PROVIDE PROPER TRASH RECEPTACLE'S FOR FOOD AND OTHER RUBBISH. B.ALL EXTERIOR WALL SHEATHING TO BE 5/8"CDX PLYWOOD PANELS, NAILED WITH 8d WITH GALVANIZED STEEL,STAINLESS STEEL, OR COPPER NAILS, MIN. l2 GAGE SHANK WITH NO FOOD WASTE ON THE FLOORS OF THE JOB SITE WILL BE TOLERATED. THE WORK AREA SHALL BE KEPT TIDY AT ALL TIMES. COMMON NAILS OR l Od BOX NAILS 6"FROM EDGE AND 12"IN FIELD O.C.PARTICLE BOARD OR A MIN.3/8"DIA.HEAD,ASTM F 1667,TO PENETRATE THROUGH SHINGLE AND MIN.3/4"INTO DATE: OSB SHALL NOT BE PERMITTED. ROOF SHEATHING. T-1 GENERAL NOTES &ZONING INFORMATION A-5 EXISTING BUILDING ELEVATIONS 08.07.23 14. PROTECTION: THE CONTRACTOR SHALL PROTECT THE OWNER AND ADJACENT PROPERTIES FROM INJURIES AND C.NOTCHES IN EITHER EDGE OF STUD SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF STUD D.ASPHALT SHINGLES TO BE CLASS A,AND COMPLY WITH ASTM D 225 OR ASTM D 3462 AS T-2 GENERAL NOTES & PLUMBING RISER DIAGRAM A-6 PROPOSED BUILDING ELEVATIONS DAMAGE. ANY DAMAGE DONE DURING CONSTRUCTION DUE TO NEGLIGENCE OF THE CONTRACTOR OR HIS SUBS LENGTH. NOTCHES IN OUTER THIRDS OF STUD LENGTH SHALL NOT EXCEED 25%OF STUD DEPTH. MANUFACTURED BY CERTAINTEED"GRAND MANOR".COLOR AS SELECTED BY OWNER. SHEET# SHALL BE CORRECTED WITHOUT DELAY OR EXPENSES TO THE OWNER.TEMPORARY SHORING/BRACING SHALL BE THE BORED HOLES SHALL NOT EXCEED 40%OF STUD DEPTH.EDGE OF HOLES SHALL NOT BE CLOSER INSTALL RIDGE CAP SHINGLES AT ALL RIDGES. A-1 EXISTING FLOOR PLANS A-7 PROPOSED BUILDING SECTIONS RESPONSIBILITY OF THE CONTRACTOR. THAN 5/8" TO STUD EDGE.NOTCHES/HOLES SHALL NOT OCCUR IN SAME CROSS-SECTION. E.INSTALL NEW CONTINUOUS RIDGE VENT AT NEW AND EXISTING RIDGES AS MANUFACTURED A-2 BASEMENT DEMO PLAN & PROPOSED BASEMENT PLAN A-8 AIR SEALING DETAILS BY MID-AMERICA,"RIDGEMASTER PLUS". INSTALL WITH CONTINOUS SCREENED SOFFIT VENT AT NEW AND EXISTING SOFFITS. A-3 1ST FLOOR DEMO PLAN &PROPOSED 1ST FLOOR PLAN A-9 TYPICAL DETAILS F.INSTALL NEW GUTTERS AND LEADERS;ALUM WITH BAKED ENAMEL FINISH WITH A N ALUM A-4 PROPOSED ROOF PLAN &SITE PLAN A-10 TYPICAL DETAILS GAUGE OF.032 MIN.COLOR AS SELECTED BY OWNER.NEW LEADERS TO BE OFFSET A MIN mom OF 4"ABOVE GRADE. 0 Q GENERAL NOTES CONTINUED FASTENING SCHEDULE o Z, Y 3 TABLE R802.5.1(9) 'R ° -0 'o a 400 TABLE 3.6A RIDGE CONNECTION REQUIREMENTS FOR WIND-EXPOSURE B 3 c Q U a RAFTER/CEILING JOIST HEEL CONNECTION -GROUND SNOW LOAD 30 psf -Cc: '- -- c o BASED UPON-THREE SECOND GUST WIND SPEED- 110 MPH. "- c - O o '- '" '- I. MECHANICAL INFORMATION FOR FASTENING SCHEDULE TAKEN FROM THE ANSI/AF&PA WFCM FOR ONE AND TWO o a; o c t � v c Q FAMILY DWELLINGS,2018 EDITION,TABLE 3.1/NAILING SCHEDULE IN ADDITION WITH TABLES 3.4A,3.46, ROOF SPAN O � a) o t 0 (D ocoo 'o� o 3.6A (PRESCRIPTIVE DESIGN) AND TABLE R802.5.1(9). ROOF PITCH ROOF NUMBER OF 8d COMMON -0 •c- c o `o o v ami a 0 a 1. ADDITIONS OR ALTERATIONS TO EXISTING MECHANICAL SYSTEMS SHALL CONFORM WITH RCNYS PART V- THIS SCHEDULE TO BE USED AS A GUIDE ONLY;FOR ADDITIONAL INFORMATION CONTRACTOR TO CONTACT SPAN OR 10d BOX NAILS. EA END 12 20 28 36 o 0 m o c ` MECHANICAL &VI-FUEL GAS. ARCHITECT OR REFER TO THE AF& PA WFCM-2018 EDITION. OF 1-1/4"STRAP. (SEE NOTES) 3 °'? rn m ° a) RAFTER RAFTER REQUIRED NUMBER OF 16d COMMON OR 40d BOX NAILS H o o c o •0) THE PROVIDED SCHEDULES TO BE USED AS A GUIDE ONLY.CONTRACTOR SHALL REFER TO THE ACTUAL MANUAL. 12 2 SLOPE SPACING PER HEEL JOINT CONNECTION o '. t v c a) m 8 �' o c c 2. ADDITIONS OR ALTI=RATIONS TO EXISTING MECHANICAL SYSTEMS ARE NOT COVERED UNDER THESE 16 2 v E aUi �, � � � � o c N w DOCUMENTS AND THE ARCHITECT SHALL BEAR NO RESPONSIBILITIES FOR ITEMS PERTAINING TO SUCH. 20 3 0 o Q 3 >, oo 3. ALL HEATING AND�DOOLING EQUIPMENT TO BE PROVIDED AND INSTALLED BY OTHERS.OWNER 3:12 24 3 12 4 6 8 11 0)�° -F o o 28 4 3:12 16 5 8 11 14 - Z) -0a� me = E -a (D ' OR OWNERS REP RSENTATIVE/M ECHAN ICAL ENGINEER ETC. IS RESPONSIBLE TO ASSURE EQUIPMENT TABLE 3.1 NAILING SCHEDULE 32 4 24 7 11 16 21 rn L o � o MEETS COMBUSTION AIR REQUIRMENTS AS PER SECTION 701-MC-NYS AND SHALL PROVIDE THE BUILDING 36 5 a� (D O a DEPARTMENT WITH ALL INFORMATION PERTAINING TO SUCH. 12 3 5 6 8 -0 � rn c c ami � � o 0 c .. � .S O O JOINT DESCRIPTION 12 2 4:12 16 4 6 8 11 0 0 = - �' H ' = ._ c c o NUMBER OF NUMBER OF o �- E c "- m .N 4. MECHANICAL CONTRACTOR SHALL VERIFY EXISTING HVAC SYSTEM AND ABILITY TO HANDLE NAIL SPACING m a,✓ • m COMMON NAILS BOX NAILS 16 2 24 5 9 12 16 � c � � = � � � � ADDITIONAL LOAD WITH WRITTEN STATEMENT PER RCNYS CHAPTER NI 101.2.1,N1101.2.2,AND 20 2 0 � o 0 c -p 0 o �- a) AJ202.2.IF IT NEEDS UPGRADE MATERIALS & FIXTURES MUST COMPLY WITH RCNYS CHAPTERS ROOF FRAMING 4:12 24 3 12 3 4 5 7 0) aa) a) a o o c Is - o c 28 3 5:12 16 3 5 7 9 � � c a' "' ?