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Home My WebLink About47108-Z rr �o�OS�FFOtKIpG. Town of Southold 9/1/2023 a y� P.O.Box 1179 W • � 53095 Main Rd 4; �ao�¢� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44517 Date: 9/1/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 565 S Harbor Rd., Southold SCTM#: 473889 Sec/Block/Lot: 75.4-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/5/2021 pursuant-to'which Building Permit No. 47108 dated 11/15/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including garage,pool house with half bath, screened porch,pergola covered patio with outdoor barbecue area and outdoor shower,to existing single family dwelling as applied for. The certificate is issued to Nardi, Simone&Masciarelli,Daiena of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47108 11/2/2022 PLUMBERS CERTIFICATION DATED 8/3/2023 Den ' Suss ut Auth ize S gnature TOWN OF SOUTHOLD �o�guFFD�!c k BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • �� SOUTHOLD, NY ol- 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#: 47108 Date: 11/15/2021 Permission is hereby granted to: Nardi, Simone 20 Henry St Apt 6CS Brooklyn, NY 11201 To: demolish existing accessory garage and to construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 565 S Harbor Rd., Southold SCTM # 473889 Sec/Block/Lot# 75.4-1 Pursuant to application dated 10/5/2021 and approved by the Building Inspector. To expire on 5/17/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $877.60 CO-ADDITION TO DWELLING $50.00 DEMOLITION $64.80 Total: $992.40 Building Inspector pF SOU�yolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(-)town.southold.ny.us Southold,NY 11971-0959 CDUNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Simone Nardi Address: 565 S Harbor Rd city,Southold st: NY zip: 11971 Building Permit* 47108 Section: 75 Block: 4 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MRV Industries License No: 41853ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures 17 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 9 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 Heat Detectors 1 Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO 1 Transformer UC Lights 4' Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 4'LED Exit Fixtures Pump Other Equipment: 5 Step Lights 100W Pool Tranny, 5 Path Lights, 60A Sub Panel 30 Circuits / 17 Used Mini Fridge Notes: Garage Addition & Outdoor Pergola Inspector Signature: Date: November 2, 2022 S.Devlin-Cert Electrical Compliance Form SUUTy Town Hall Annex Telephone(631)765-1802 54375 Main Road 2 C Nax�MEMO," 02 P.O.Box 1179 �Q L,C l4� 0 Southold,NY 11971-0959 OZ. .11 COUNVI AUG 30 2023 BUILDING DEPARTMENT Building Department TOWN OF SOUTHOLD Town of Southold CERTIFICATION Date: Building Permit No. L1 10� Owner: Gree_ Naroli* (Please print) Plumber:Ir��t S �usS k-e'er- S'oc�1-h Smear-� �1�� b� ecn� !-f eGti1 t . (Please print) I certify that the solder used in the water supply 1 system contains less than 2/10 of 1% lead. (Plumbers Signature) 4i Sworn to before me this day of .+ , 20_Z Notary Public, -County r KAREN E. C-PIEVIn Notary Public,State of New Yolk No.01 BR6143973 v Oualified in Suffolk County i, Commission Expires April 24,20 i oF souryO� # TOWN OF SOUTHOLD BUILDING DEPT. lBe • coulov, 765-1802 1 NSPECTION - - [�(] FOUNDATION IST [ ] ROUGH PLBG. [�J FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [``] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: clew DATE '��/��.i INSPECT OF SO(/Tyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [vj/ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] E C/O [ ] RENTAL REMARKS: r l✓l �MVJ I DATE r° `� a"a` INSPECTOR f ho�aOE SOUIte)& - v -- —k4l— 9v -,ek # TOWN OF SOUTHOLD BUILDING DEPT. °yco 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION PRE C/O [ ] RENTAL REMARKS: �� 1_ o o L DATE INSPECTOR ho�aOE SOUTyO� - — -- # TOWN OF SOUTHOLD BUILDING DEPT. courn 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ I'NA L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] .CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: so DATE INSPECTOR dos �OF SOTOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��` 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] p6UGH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS DATE ?/ INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 = INSPECTION - - FOUNDATION 'IST [ ] ROUGH PLBG. [ - ] FOUNDATION 2ND [ ]- INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] ,FIREPLACE & CHIMNEY.. [ ' ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) VO ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 110Acar :4*N'Ali � DATE 'Z Z�/ .INSPECTOR ��/ AIMEE LOPEZ ARCHITECT,AIA 822 LINCOLN PLACE,#21 BROOKLYN NY, 11216 IT.917.549.4282 March 20, 2022 Re: 565 South Harbor Road Southhold NY 11971 New York, NY Building Permit#47108 Attn:Amanda Nunemaker I have inspected all insulation and fire caulking for work on permit number#47108 and it meets New York State Code. Sincerely, ARC 0 Aimee Lopez, R.A.AIA 043Z� grF00- Nom' J U L 2 6 2023 B 11,DPNG DEPT. AIMEE LOPEZ ARCHITECT,AIA 822 LINCOLN PLACE,#2 1 BROOKLYN NY,11216 IT.917.549.4282 MAR 2 9 2uz1 ED BUILDING DEPT. TOWN,OF SOUTHOID March 23, 2022 Re: 565 South Harbor Road Southhold NY 11971 New York, NY Building Permit#47108 Attn:Amanda Nunemaker I have inspected the foundations,foundation walls, and waterproofing and they meet New York State Building Code. This inspection was limited to the screened porch,walkway, and entry. The footings for the pergola and wood decking were not completed and will need to be inspected at a later date. Sincerely, ReO ARCy/T LOPFZ P l sA'' 0432�� TFOFN Aimee Lopez, R.A.AIA `�� ► 0Y AIMEE LOPEZ ARCHITECT,AIA 822 LINCOLN PLACE,#2 1 BROOKLYN NY, 11216 IT.917.549.4282 September 10, 2022 Re: 565 South Harbor Road Southhold NY 11971 New York, NY Building Permit#47108 Attn:Amanda Nunemaker I have inspected all plumbing below the slab as indicated on permit number#47108 and it meets New York State Code. Sincerely, ARC .�, LO C9 w - W Aimee Lopez, R.A.AIA � 049'q OF N J U L 26 ,2023 gyu,DING DEPT- AIMEE LOPEZ ARCHITECT,AIA 822 LINCOLN PLACE,#21 BROOKLYN NY,11216 IT.917.549.4282 November 12, 2021 Re: 565 South Harbor Road Southhold NY 11971 New York, NY Project No.:21-065 Attn:Amanda Nunemaker This letter is to certify that the electricial subcontractor, Owl Electric, has disconnected the power to the existing garage at 555 South Harbor Road. I've attached a copy of the electrician's invoice for your record. Sincerely, ;4wk--t- Aimee Lopez, R.A.AIA 0MdF-teetdCjm 877 Alvahs Ln Cutchogue, NY 11935 US (631) 903.4502 owlelectricinc@gmail.com INVOICE $ILL TO -SHIP TO INVOICE# 1211 Daiena Masciarelli Daiena Masciarelli DATE 11/10/2021 565 South Harbor Rd. 565 South Harbor Rd. DUE DATE 12/10/2021 Southold, NY 11971 Southold, NY 11971 TERMS Net 30 DATE ACTIVITY DESCRIPTION QTY RATE AMOUNT 11/10/2021 SeMce Call This invoice includes all labor 1 150.00 150.00T and material to furnish and install the following. 1-disconnect power to garage 1-troubleshoot kitchen counter outlets 1-replace improperly sized dimmer in dining room 11/10/2021 !Material 1 126.00 126.00T SUBTOTAL 276.00 TAX 23.81 TOTAL 299.81 BALANCE DUE99 $i FIELD:INSPECTION REPORT. DATE. COMMENTS FOUNDATION(1ST) foC y -------------------------------- FOUNDATION•(2ND)' Z ROUGH FRAMING:8i H PLUMBING' . . 1 l Sem Owed v� Code INSULATION PkRN.Y. . H STATE ENERGY CODE FINAL ADDITIONALCOMM NT D• L c�b(o2 '.. 0 RA .- -7 . 5115 d -2-3 0 z ��gUFFr]IK�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o� Telephone(631)765-1802 Fax(631)765-9502 hgps://www.southoldtowM.izov Date Received APPLICATION FOR BUILDING PERMIT /) For Office Use Only R OCT o 5 �011 0 ll E PERMIT NO. v Building Inspector: l�/ Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT. applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLO Owner's Authorization form(Page 2)shall be completed. Date:September 29,2021 OWNER(S)OF PROPERTY: Name:Simone Nardi & Daiena Masciarellii- M—#1000-75-4-1 Project Address:565_South Harbor Road..I Southhold, NY 11971 Phone#:347-463-31.68 FEmail:jason@readestreetstudi-o.com Mailing Address:565 South Harbor Road I Southhold,.NY 11971 CONTACT PERSON: Name:Jason M.Fay Mailing Address:177 North 10th Street, Suite F Phone#:347-463-3168_ Emall:jason @readestreetstudio.com DESIGN PROFESSIONAL INFORMATION: Name:Aimee Lopez Architect, R.A. Mailing Address:822 Lincoln Place, #2 Brooklyn NY 11216.. _ Phone#:917-549-4282__ Emai,':aimee@aimeelopezarchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $400,000 Will the lot be re-graded? ®Yes ONO Will excess fill be removed from premises? es No 1 PROPERTY INFORMATION Existing use of property:1 Family.,Residential Intended use of property: 1 _Fam_IIy._Resldentlal Zone or use district in which-premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes @No 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 Byprint ame):J aso n M.Fay @Authorized Agent []Owner Signature of Applicant: Date: STATE OF NEW YORK) A: COUNTY OF I ) Qq being duly sworn,deposes and says that(s)he is the applicant (Name of Individual signing contra t)above named, (S)he is the (Contract r,Agent Corporate Officer,etc.) of said owner or owners,and is duly authorized to rm or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ZD day of�'�a r ,20 Jmcv � Notary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01DW630^o300 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2oaa- I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I,SLJ(\L- residing at L5' (Print property owner's name) (Mailing Address) do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) �m,003e-kaka, DQ(en, (Print Owner's Name) F ,� ' `• •� 0 �QILDING DEPARTMENT Electrical Inspector TOWN OF SOUTHOLD DEC2071 3 Town_Aall Annex- 54375 Mair. Road - PO Box 1179 Ula c,; �- rSouthold, New York 11971-0959 ` `-'' , .-T6VVN aF sc�i i-;ora-telephone (631) 765-1602 - FAX (631) 765-9502 rogerr@southoldtownny.gov a seand(a_southoldtownny.cov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: S Company Name: ad Name: S � License No.: � — .rZ email: b - `' . �TD YV1 Phone No:6j LQ (:� request an email copy of Cerfificate of Compliance Address.: 6- s jay JOB SITE INFORMATION (All Information Required) Name: Address: Gj D icy bL/ b Cross Street: Phone No.: l Bldg.Permit#: email: QS Tax Map District: 1000 Section: Block: Lot: "t- co ry-) BRI F DESCRIPTION OF WORK (Please Print Clearly) vvwoveto-N OF Check All That Apply. Is job ready for inspection?: ®YES ONO ®Rough In ®Final Do you need a Temp Certificate?: ®YES PKO Issued On Temp Information: (All information required) Service Size ®1 Ph ®3 Ph Size: A #Meters Old Meter# ®New Service ® Service Reconnect [] Underground ®Overhead #Underground Laterals ®1 02 ®H Frame ®Pole Work done on Service? Ely ®N Additional information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx � BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD ToiVn_Hell ,Annex- 54375 Main Road - PO Box 9179 Southold New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrosoutholdtownny.gov a sea nd ca.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTR SAN WORi ATOM (All Information Required) ®ate: Company Name: 4- Name: License.No.: - email: Phone No:6W 1 request an*email copy of Ce T ificate of Compliance' Address.: Ci. M�, G G to ) S Y1y JOB WE NFORMATEDN (All Information Required) Dame: Address.* G( � W Cross Street: V1 CA Phone No.: I Sldg.Permit¢#: email: r a) 6W iU es - Tax S -Tax Map District: 1000 Section: Block: Lot: Co 11y SRI F DESCRIPTION OF WORK (Please Print Clearly) h "�SGV l.S- 6'1 S v�rre Check All That Apply: Is job ready for inspection?: ®YES O ®Bough In Final Do you need a Temp Certificate?: ®YESO Issued On Temp Onforrmatlone (All information required) Service Size E]i Ph []3 Ph Size: A Meters Old Meter# ED New Service ® Service Reconnect. ® Underground ®Overhead # Underground Laterals ®9 ®2 ®H Frame ®Pole Work done on Service? Ely �N r-%UUILI i ai iiiforlllQtillll: PAYMENT DUE Wfflj APPUCATION Electrical Inspection Form 2020.xisx I �� PERMIT N Address: i Switches f OutletsJ,' GFI's 4 Surface 1 Sconces H H's UC Lts ILA Fans Fridge VW f Exh8ustOven WAD u.� .t -� Smokes DWI ` Mini C Carbon Micro Generator i Combo Cooktop Transfer AC Hood Service Amps :Have Used Special: 1 �a Comments k SURVEY OF: PROPERTY LOCATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1000-75-4-1 AREA = 26,705.4 SF. SCALE: 1"=40' NOTE: THE EXISTENCE OF RIGHT OF WAYS. 1N R 0j WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. ELEVATIONS REFER TO 1988 NAVD '� / RE-BAR ' ELEVATIONS SHOWN THUS +++ �� I EXISTING LOT COVERAGE = 3.933 SF. 4 // 5°12'60"E PROPOSED LOT COVERAGE = 5.717.5 SF. 1 ,+ / N '00 7 RE-BAR{ 1 g'o PATIO (ATO BE GARAGE A v m W >Z N DEMOLISHED TO BE DEMOLISHED 0 Z N' m j 1. mmo 8 REMOVED 8 REMOVED mma, 0coNc. `o 962 LP 96� LAND N/F MON. TANK B0 POOL MICHELE < 22.B O._----..- m PROPOSED ,� r�EouIP6: BEINERT O Z PER CODE m N o A0 PROPOSED 4' FENCE -� 14.8 o W/GATE B 3 DRYWELL STONE AOFA.... 'ny N w BU-S nGE SANITARY p N a. a .• 'V ETRR m• � < 15'1 ts b+m A AC z N N{ U�>IT,S O BRICK 0 Q RYWELL p WALK a A 14.5 f O W FTS O i ° '_•_a BLUESTONE'-: X o o F•L1 J 14.B 9S9.2p• TERRACE Ar N p O 55.5' a "' c cl O+ o? p 63.1' N r� o a _ _ .10 ' b N O !Z N PROPOSED cAi m i w PERGOLA N PROPOSED N GARAGE S Z 20.0 E83 O P� ; f! F N O GATE GRAVEL N- a 8.4 19 0 ' S 962 WnLL co 9 `V wnY U, �P BA Y4 0 / M 6 N 74 4, rn� j W 00 FENCE CONC MON. ORYWELL 69 - STDCK NUE L- I LPO 9 PROPOSED TANK PRDPENCCE O 6 10"w W GATE j O PER CODE -7 8°rJ ' - S 2�D D0 050757- LAND 5075zLAND N/F CARMINE CINCOTTA SURVEYED BY: - UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PAUL B A R Y L S K I LAND SURVEYING OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED PATCH 0 G U E NY 11772 OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO PHONE 631-294-6965 THE THE TITLE COMPANY.SON FOR OGO ERN ENTAL M THE SURVEY IAGENCY AAND LENDING INSTRED.AND ON HIS ITUTION HALF TO LENDING UTION FAX 631-627-3186 EANTEES OR CERTIFICATIONS IONSE A NOT TRANSFERABLE TO INSTITUTION. GUARANTEES ADDITIONAL P A U L B A R Y L S K 1 8 Y A H 0 0.C 0 I'M I INSTITUTIONS OR SUBSEOUENT OWNERS. SEPTEMBER 10. 2021 4872-P 10-4-2021: PROPOSED ADDITIONS SURVEY OF: PROPERTY LOCATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1000-75-4-1 AREA = 26.705.4 SF. SCALE: 1"=40' NOTE: THE EXISTENCE OF RIGHT OF WAYS. D / WETLANDS AND/OR F ANY. NOT SEASEMENTS HOWN ARE NOTGUARANTEED. TEED. ELEVATIONS REFER TO 1988 NAVD / RE-BAR ELEVATIONS SHOWN THUS +++ / RE-BAR rn BRICK I m PATIO m P o OT CONC. cfl g02 LP grO9 m (!1 LAND N/F o MON. TANK MICHELE < zz.s 0 O O m N n Ry n POOL �0`O 01 BEINERT 14 B MASO^GE m EQUIP 'I O W G AR (31 m 35.9 22 2 0 y AN g2n Oa 15.1 mm� ®® m Z -10 N i0 N BRICK 0o a Qt�l A WALK = a m 14.5 9 X o W o 14.6 9S9.zP. a r J W o V, 5 5.5 aRlcic M 0_) Or 63.1' pA710 I �v O T DRI N VEWAY X62 O O ASPHAL 6� F N, M RR TIE CONC f`J LP MON. P QP• SA, C) M TANK gTGGK FENGE 0 I '10"'N O S 78°56 o.00 LAND N/F CARMINE CINCOTTA SURVEYED BY: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION PAUL B A R Y L S K I LAND SURVEYING OF SECTION P209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED P A T C H O G U E NY 11772 OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIOS INDICATED HEREON SHALL RUN ONLY TO PHONE 631-294-69E35 THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO FAX 631-627-3186 THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE THE LENDING GUARANTEES OR CER IFICATIO SSIGNEES ARE NOTO TRANSFERABLE TO INSTITUTION. ADDITIONAL P A U L B A R Y L S K I o Y A H O O.C O M INSTITUTIONS OR SUBSEQUENT OWNERS. SEPTEMBER 10, 2021 4872 . i Suffolk County Dept of Labor, Licensing & Consumer Affair P.OmE HMPROVE'MENT LICENSE Name J,40.1'ES V NAPLES Business Name N. 11,_fis � ' ' `'t( BUILDERS INC'S, ' �;,t`•:�(i`f !�� Cit<°�,�� ':i��r' ��1• ��'� hv 1-ho Cc l`..�c,&A, vt t}lumr; H--50493 .eco' CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYI) `-._ 111/11/2021 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 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 coNTACT Wayne A.Vitale Vitale Agency PHONE 631 286.6800 Fax 631 286-6364 176 Main Street E-MAIL wa ne.vitale vitalea enc .com Center Moriches NY 11934 INSURERS AFFORDING COVERAGE NAIC# INSURER A: Southwest Marine and General Ins.Co. 12294 INSURED INSURER B: National Liability&Fire Insurance Co. 20052 Eastbay Builders,Inc. INSURER C:Allstate Insurance Company 10 Wilcox Avenue INSURER D: ShelterPoint Life Suite 5 INSURER E: Center Moriches NY 11934 1 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 CONTRACTOR 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,000 A CLAIMS-MADE FX�OCCUR DAMAGE TO RENTED $100,000 x Contractual Liability x* x* GL2018RLHOO609 11/03/2020 12/03/2021 MED EXP(Any oneperson) $5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s2,000,000 POLICY X❑PRO LOC PRODUCTS-COMP/OP AGG s2,000,000 JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 C ANY AUTO BODILY INJURY(Per person) $. ALL OWNED X SCHEDULED 648874017 12/21/2020 12/21/2021 BODILY INJURY(Per accident) $- AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $- AUTOS (Per acdd,nt) UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAR CLAIMS-MADE AGGREGATE DED I I RETENTION $- WORKERS COMPENSATION x PER OTH- AND EMPLOYERS'LIABILITY RTAT TP PR_ ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $1,000,000 B OFFICER/MEMBER EXCLUDED? ® N/A V9WC269143 05/24/2020 05/2412022 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 D Short Term Disability DBL400601 02/04/2021 02/04/2022 Statutory DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Residential/Commercial General Contractor *-If Required by properly executed written contract,Certificate Holder is Additional Insured. Additional Insured applies to Completed Ops. *-If required by properlyexecuted written contract coverage is on a Primary&Noncontributory basis and Waiver of Subrogation applies. CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE <DA> ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD r Generated by REScheck-Web Software Compliance Certificate Project 565 SOUTH HARBOR ROAD Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 565 SOUTH HARBOR ROAD JASON FAY SOUTHOLD,NY 11971 READESTREETSTUDIO LLC 177 N.10TH STREET SUITE F BROOKLYN, NY 11211 3474633168 JASON@READESTREETSTUDIO,COM iComplia,Ince: Passes using UA trade-off Compliance: 6.9%Better Than Code Maximum UA: 145 Your UA: 135 Maximum SHGC: 0.40 Your SHGC: 0.22 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter MUDROOM:Flat Ceiling or Scissor Truss 69 42.0 0.0 0.028 0.026 2 2 Skylight:Metal Frame 10 0.540 0.550 5 5 SHGC:0.24 ENTRY:Flat Ceiling or Scissor Truss 203 0.0 42.0 0.023 0.026 4 5 SKYLIGHT SL05:Metal Frame 10 0.540 0.550 5 5 SHGC:0.24 MUDROOM-SOUTH:Wood Frame, 16"D.C. 70 21.0 0.0 0.057 0.060 2 2 Window:Wood Frame 22 0.310 0.320 7 7 SHGC:0.22 WINDOW 106:Wood Frame 22 0.310 0.320 7 7 SHGC:0.22 MUDROOM WEST:Wood Frame, 16"D.C. 46 21.0 0.0 0.057 0.060 3 3 ENTRY-SOUTH:Wood Frame, 16"D.C. 94 21.0 0.0 0.057 0.060 5 6 ENTRY EAST:Wood Frame,16"o.c. 224 21.0 0.0 0.057 0.060 5 6 DOOR 103 Copy:Solid Door(under 50%glazing) 19 0.130 0.320 2 6 WINDOW/DOOR 100:Wood Frame 22 0.310 0.320 7 7 SHGC:0.22 Project Title: 565 SOUTH HARBOR ROAD Report date: 09/29/21 Data filename: Page 1 of10 r Gross Area Cavity Cont. Prop. keq. Prop. Req. Perimeter WINDOW 100A:Wood Frame 6 0.310 0.320 2 2 SHGC:0.22 WINDOW 101A:Wood Frame 5 0.310 0.320 2 2 SHGC:0.22 WINDOW 102A:Wood Frame 5 0.310 0.320 2 2 SHGC:0.22 WINDOW 101:Wood Frame 22 0.310 0.320 7 7 SHGC:0.22 WINDOW 102:Wood Frame 22 0.310 0.320 7 7 SHGC:0.22 WINDOW 103:Wood Frame 22 0.310 0.320 7 7 SHGC:0.22 WINDOW 103A:Wood Frame 5 0.310 0.320 2 2 SHGC:0.22 ENTRY WEST:Wood Frame, 16"o.c. 224 21.0 0.0 0.057 0.060 7 7 WINDOW/DOOR 105:Wood Frame 22 0.310 0.320 7 7 SHGC:0.22 WINDOW 105A:Wood Frame 6 0.310 0.320 2 2 SHGC:0.22 WINDOW 104:Wood Frame 22 0.310 0.320 7 7 SHGC:0.22 WINDOW 104A:Wood Frame 5 0.310 0.320 2 2 SHGC:0.22 WINDOW 106:Wood Frame 22 0.310 0.320 7 7 SHGC:0.22 WINDOW 106A:Wood Frame 5 0.310 0.320 2 2 SHGC:0.22 WINDOW 109:Wood Frame 22 0.310 0.320 7 7 SHGC:0.22 WINDOW 109A:Wood Frame 5 0.310 0.320 2 2 SHGC:0.22 Floor:All-Wood Joist/Truss 265 30.0 0.0 0.033 0.047 9 12 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildi g has been designed to meet the 2018 IECC requirements in REScheck Version: REScheck-Web and to comply with the mandato quirement 'sted in the REScheck Inspection Checklist. Name-Title I Signature Date '(�aED ARC E LOA �-A1 N X43290 y0Q- OF Project Title: 565 SOUTH HARBOR ROAD Report date: 09/29/21 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section. Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req ID 103.1, ;Construction drawings and '�❑Complies 103.2 documentation demonstrate d❑Does Not [PR111 ;energy code compliance for the ❑Not Observable C j ;building envelope.Thermal ' tenvelope represented on t❑Not Applicable construction documents. f i 103.1, ;Construction drawings and E ❑Complies 103.2, !documentation demonstrate I ❑Does Not 403.7 ;energy code compliance for ; [PR3)1 ;lighting and mechanical systems. ❑Not Observable ; LjSystems serving multiple ❑Not Applicable i ;dwelling units must demonstrate ; compliance with the IECC j Commercial Provisions. i 1 302.1, }Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 isized per ACCA Manual S based ; Btu/hr_ 1 Btu/hr ❑Does Not [PR212 �on loads calculated per ACCA Cooling: Cooling: �❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 .1 Low Impact(Tier 3) Project Title: 565 SOUTH HARBOR ROAD Report date: 09/29/21 Data filename: Page 3 of 10 Section # Foundation inspection Complies? Comments/Assumptions & Re .ID 303.2.1 'A protective covering is installed to ;❑Complies [FO1112 protect exposed exterior insulation ;❑Does Not 6� and extends a minimum of 6 in. below grade. ;❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies 1 [17012]2 installed. ;❑Does Not 24 j ;❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 565 SOUTH HARBOR ROAD Report date: 09/29/21 Data filename: Page 4 of 10 Section -Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Re .ID 402.1.1, ;Door U-factor. U= U- ;❑Complies ;See the Envelope Assemblles 402.3.4 ; UDoes Not ;table for values. (FRl]1 U ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, :average). T❑Does Not ;table for values. 402.3.3, 402.5 i I❑Not Observable [FR2]1 :❑Not Applicable U 303.1.3 U-factors of fenestration products j❑Complies [FR4]1 !are determined in accordance P❑Does Not with the NFRC test procedure or ❑Not Observable ;taken from the default table. 1EINot Applicable 402.1.1, ;Skylight U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.3, ❑Does Not ;table for values. 402.3.6, 402.5 ❑Not Observable [FR5]1 ;❑Not Applicable l� ; 402.4.1.1 ;Air barrier and thermal barrier (❑Complies [FR23]1 :installed per manufacturer's ;❑Does Not instructions. j❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 lis listed and labeled as meeting ;❑Does Not V jAAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC 10Not Observable 400 that do not exceed code ❑Not Applicable j limits. !!! 402.4.5 IC-rated recessed lighting fixtures ;❑Complies [Fkl6]2 sealed at housing/interior finish I❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ii❑Not Observable ' ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ; [FR12]1 I insulated>=R-8 where duct is ❑Does Not v >=3 inches in diameter and>= R-6 where< 3 inches.Supply and 3❑Not Observable return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for I :diameter>=3 inches and R-4.2 ;for<3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter ❑Complies ; [FR13]1 boxes are sealed with ❑Does Not U ;joints/seams compliant with I i❑Not Observable International Mechanical Code or International Residential Code,as ❑Not Applicable ; :applicable. i 403.3.5 ..{Building cavities are not used as t {[]Complies [FR15]3 !ducts or plenums. f ❑Does Not CEJ j ❑Not Observable f ;❑Not Applicable 403.4 l HVAC piping conveying fluids ; R-_ R_ ;❑Complies [FR17]2 above 105 QF or chilled fluids ;❑Does Not below 55 QF are insulated to>_R- !3 j❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 565 SOUTH HARBOR ROAD Report date: 09/29/21 Data filename: Page 5 of 10 Section plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.4.1 ;Protection of insulation on HVAC ;❑Complies [FR24]1 !piping. # )![:]Does Not U ! ;❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to ; R- R- ;❑Complies [FR18]2 aR-3. :❑Does Not I❑Not Observable )) ❑Not Applicable i 403.6 Automatic or gravity dampers are+y 311Complies [FR19]2 installed on all outdoor air + I❑Does Not i intakes and exhausts. I f i❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 565 SOUTH HARBOR ROAD Report date: 09/29/21 Data filename: Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 1AII installed insulation is labeled 10Complies [IN13]2 or the installed R-values )❑Does Not ,V s provided. j❑Not Observable J❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R-_ ❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable U ❑Not Applicable ; 303.2, Floor insulation installed per f❑Complies 402.2.8 manufacturer's instructions and i ;❑Does Not [IN2]1 :in substantial contact with the p U ;underside of the subfloor,or floor( ❑Not Observable (framing cavity insulation is in i j❑Not Applicable contact with the top side of , sheathing,or continuous ; insulation is installed on the I I underside of floor framing and :extends from the bottom to the f ; top of all perimeter floor framing members, I 1 402.1.1, :Wall insulation R-value. If this is a; R. R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the W_ !❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ❑ ss ❑ Mass [IN3]1 ;exterior,the exterior insulation mass ; Mass ;❑Not Observable 1 V !requirement applies(FR10). ;❑ Steel E] Steel ;❑Not Applicable ; I 303.2 ;Wall insulation is installed per I S❑Complies [IN4]1 ;manufacturer's instructions, i❑Does Not I❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 565 SOUTH HARBOR ROAD Report date: 09/29/21 Data filename: Page 7 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID - 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, j❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, ;❑ Steel ❑ Steel ;❑Not Observable ; 6 [Flip :❑Not Applicable [FII] � � � ; , , 303.1.1.1,{Ceiling insulation installed per ; �❑Complies 303.2 manufacturer's instructions. I❑Does Not [F1211 ;Blown insulation marked every S 1 ❑ 300 ft=. Not Observable j J❑Not Applicable 402.2.3 Vented attics with air permeable 1 '❑Complies ; [F122]2-, insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that !extends over insulation. ❑Not Observable ;❑Not Applicable 402.2.4 !Attic access hatch and door R- ; R- 1❑Complies [F13]1 :insulation 3R-value of the ;❑Does Not adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50=_ ; ACH 50=_ ;❑Complies ; [F[17]1 ;ach in Climate Zones 1-2,and ;❑Does Not ;<=3 ach in Climate Zones 3-8. '❑Not Observable ❑Not Applicable 403.3.3 :Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 determine air leakage with ft2 ft2 ❑Does Not ;either: Rough-in test:Total ; leakage measured with a j ;❑Not Observable :pressure differential of 0.1 inch ; ;❑Not Applicable w.g.across the system including ;the manufacturer's air handier enclosure if installed at time of ;test.Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 inch ;w.g.across the entire system including the manufacturer's air ' , handler enclosure. 403.3.4 !.Duct tightness test result of<=4 _cfm/100 ; cfm/100 ;❑Complies [FI411 ;cfm/100 ft2 across the system or ft? ft2 :❑Does Not <=3 cfm/100 ft2 without air i handler @ 25 Pa. For rough-in ❑Not Observable (tests,verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. j 403.3.2.1 ;Air handler leakage designated y ;❑Complies ; [FI24]1 by manufacturer at<=2%of I ❑Does Not ;design air flow. IONot Observable ' . i❑Nat Applicable 403.1.1 (Programmable thermostats ❑Complies [FI9]z 3 installed for control of primary ]❑Does Not !heating and cooling systems and l initially set by manufacturer to + I❑Not Observable _ #code specifications. I S❑Not Applicable 403.1.2 'Heat pump thermostat installed { ;❑Complies [FI10]2 Jon heat pumps. ;❑Does Not y ❑Not Observable ' ❑Not Applicable 403.5.1 ;Circulating service hot water Z 1❑Complies ; [FI11]2 systems have automatic or �❑Does Not accessible manual controls. f Not Observable ' ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 565 SOUTH HARBOR ROAD Report date: 09/29/21 Data filename: Page 8 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 .,All mechanical ventilation system ❑Complies [F12512 1fans not part of tested and listed 1E]Does Not HVAC equipment meet efficacy ?and air flow limits per Table + 1❑Not Observable 1 j R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat 10Complies [FI26]2' through one-or two-pipe heating i ;❑Does Not systems have outdoor setback control to lower boiler water I❑Not Observable ; temperature based on outdoor ;❑Not Applicable +temperature. 403.5.1.1 Heated water circulation systems ElComplies [F12812 . have a circulation pump.The Does Not system return pipe is a dedicated 1 return pipe or a cold water supply ❑Not Observable R pipe.Gravity and thermos- ❑Not Applicable isyphon circulation systems are ; 1i1 not present.Controls for circulating hot water system I I pumps start the pump with signal I for hot water demand within the occupancy.Controls Controls automatically turn off the pump when water water is in circulation loop } is at set-point temperature and I no demand for hot water exists. ; 403.5.1.2 E Electric heat trace systems i❑Complies [FI2912 comply with IEEE 515.1 or UL i❑Does Not 515.Controls automatically adjust the energy input to the I❑Not Observable ; heat tracing to maintain the - ❑Not Applicable desired water temperature in the i piping. f 403.5.2 {Demand recirculation water []Complies [FI30Iz systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the 3❑Not Observable water entering the cold water I ;❑Not Applicable ,piping to<= 104°F. .403.5.4 'Drain water heat recovery units ;[]Complies [FI3112 tested in accordance with CSA J❑Does Not ; B55.1.Potable water-side { pressure loss of drain water heat I '❑Not Observable recovery units< 3 psi for 1 ❑Not Applicable individual units connected to one ; s or two showers.Potable water- i side pressure loss of drain water heat recovery units<2 psi for individual units connected to three or more showers. i 404.1 190%or more of permanent ;❑Complies ' [FI611 fixtures have high efficacy lamps. _ ;❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have 3❑Complies ; [F123]3" !no continuous pilot light. I ❑Does Not 4�4) 1 j ;❑Not Observable ❑Not Applicable 401.3 . {Compliance certificate posted. ❑Complies ; [F17]2 J❑Does Not f j ;❑Not Observable i j❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 565 SOUTH HARBOR ROAD Report date: 09/29/21 Data filename: Page 9 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 ;Manufacturer manuals for �OComplies [FI18)3 !mechanical and water heatingiODoes Not ;systems have been provided. I i j 4 I! []Not Observable I ;ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 565 SOUTH HARBOR ROAD Report date: 09/29/21 Data filename: Page 10 of 10 2018 I ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 42.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHdC Window 0.31 0.22 Door 0.13 „ Skylight 0.54 0.24 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments MAIN ROAD ENT, 8PAE2O5 F WAY A3REEMENT BR8 0 LIE � _ SURVEY OF PROPERTY -- "� OVERHEAD READ W1 ES _ _ _ — _ ,� - SITUATE - +x.65 1.9W O SOUTHOLD \ w TOWN OF SOUTHOLD -- ' - -- — -- - UTI- SUFFOLK COUNTY, NEW YORK _ POLE N101 FONTI TI Wp0 \ o _ -' OMINIC NA FON o S.C. TAX No. 1000-75-04-01 I MARIA ELE \ SCALE 1"=20' & \ rn MAY 30, 2023 o FENCE ,�, �^ I s Joss E \ 4.55• £ \o; 0 • N \ t>• WOOD . •�•. . °. GRAVEL —_ $ I \w \ AROUND C TILE SPORT COURT (r� BRICK \ STEPS PROPANE AREA = 28,708 Sq. ft. � r l TANK 9. 0.659 cc. . v \ 2- e Z 22.9C Cly { POOL FILTER u(3 N L I O i,! •�.p1 STEPS '•.• i. 2> POOL H�'V �', \��✓(l�Jy p i d v b COAD NC.-y {,' c CONCUR ENTRANCE :' U! �o r+ CONTROL �_(� ZZ) ?a IW COVER v co TO �o o PANS b (. J e.. Ln 14.8 on 8.2 229 ¢" O (� C U L • e.v. m C 83.6 :.�'!''; ATIp 1 ~*: CIO V N P ELECTRI ►ET gTONE P r 22.1 \ NE 8.2 a _ WATER U 557• ` -G :'.•. o ve 1 W W ' zo 15 1' p O AIR ONER 24.5•.. O a' m �CONDITIONER UNITS f $ ti o ci CO Iz 2 o CZ,. e 99 O P N c-0 ca o e to CIL C�"�n Z e' W 27C A > m is 3.0• ro � STONE n 15.0w ' 4 g2 s - I.AN�NG ONES WALK 5T NE $ e 5.7• FILL CAP d STORY 15gTONE i q r: a;":,..•:`::{';: r a 5 OIL 2n o :•.. Ln e •q Sge S PPBL ST E ©OQ 18.1' 19 i":' 7.7 22.2 P0oL GRAVEL WALK ❑ WOOD HTU�B 0 c 0 22.0 COLA OVER in' eDRAIN ❑ E ro PER PATIO • a °. . G INE AGE&POOL HOUSE ONE '.;_ °5';f: BRICK STONE'WALN ® ; e GAR "' NEN N 0UTD00R KCOUNTER t' v ° e $ BBEOUE 1 W c A'Y iv v. a n: 7.1 ► BLUESTONE GRAVEL DRNEW r it 18.4 $ p 6•T1 0.6 ..�,• � ,e. .•° `a D e •. •. o,a ,ev ,4 ,•' .. p..V.• e �a '° e '.° °'�. z. 22.8" GA`'U�,pTOR, WOOD DEO R u • a • ,°' °' � '� e' ON ' � FEpCE s N rni "E I•' e° ° a r a S ° VAX ONE WOOD O.0`i ro VAX WALK 2O N a • ..> a o, ,NCE GRA f WIRE W FENCE J v.q. ' FENCE STOCKp,DE p. a v p.2 N. �-UNDERGROUND 4 OT TNIKA ° NCE COVER p85. CE I� O„ NN SEOCINCOTTAA T THISOSUERVEY IS AA VIOLATIORA*nON ORNOFITION ''• v' a• • ' Q °56, m CA 30 CINCOTT SECTION 7209 OF THE NEW YORK STATE a.. 1 EDUCATION LAW. :d & COPIES OF THIS SURVEY MAP NOT BEARING THE LAND 'S• •e I SEAL OR EMBOSSED SEAL SOHALL INKED NOTT BE CONSIDERED TO BE A VAUD TRUE COPY. v Q• INDICATED ONNLY TO THESPERSON FOR WHOM THE SHALL a ! IS PREPARED, AND ON HIS BEHALF TO THE e., •- TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTMMON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WPTH EITI MINIMUM' 1 ■ STANDARDS FOR TIRE SURVEYS AS ESTABLISHED,. '``, atf� n Taft Corwin III BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE.NEYI YORK STATE'iJWD TITLE Land Surveyor♦s � - � Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno LS. Title Surveys — Subdivisions — Site Plans — Construction Layout �• K _ .5 PHONE (631)727-2090 Fax (631)727-1727 $rj,t OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 -N.Y.S. Lic. No. 50467 E—Mail: NCorwin30aol.com 43-115 DRAWING LIST CONSULTANTS 0 # DRAWING LIST NOTE ^w T-100 COVER SHEET,DRAWING LIST ISSUED-DOB SURVEYOR ~` z PAUL BARYLSKI LAND SURVEYING U z N J d PATCHOGUE NY 11772 = o 0 S-100 SITE PLAN ISSUED-DOB OFFICE; 631-294-6985 U mQ ISSUED-DOB REVIEWING STRUCTURAL ENGINEER D-100 DEMOLITION PLAN W JOSEPH FISCHETTI PE � �w 1725 HOBART ROAD APPROVED AS NOTED O z N A-100 BASEMENT CONSTRUCTION/FOU N DATION PLAN ISSUED-DOB SOUTHOLD,NY 11971OFFICE:631-765-2954 DATE: s B.P. W o0- A-101 BASEMENT/FOUNDATION FRAMING PLAN ISSUED-DOB FEE: 81': N NOTIFY BUILDING CEPARTM AT `"~ A-102 FIRST FLOOR CONSTRUCTION PLAN ISSUED-DOB 765-1802 8 AM TO 4 PM FOR THE A-103 ROOF FRAMING PLAN ISSUED-DOB ABBREVIATIONS FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED A-104 ROOF CONSTRUCTION PLAN ISSUED-DOB ABV Above FIN Finish PVC Polyvinyl Chloride FOR POURED CONCRETEz o AC Air Conditioner FLR/FLR'G Floor/Flooring R&S Rod&Shelf 2. ROUGH - FRAMING & PLUMBING z o A-200 FIRST FLOOR ELECTRICAL+LIGHTING PLAN ISSUED-DOB ACT Active RO Face Of R/RAD Radiator 3. INSULATION AD Access Door FPSC Fire Proof Self Closing RD Roof Drain 4. FINAL - CONSTRUCTION MUST 0 0 r- ADJ Adjustable FIG Footing REF Refrigerator BE COMPLETE FOR C.O. ® °� AFF Above Finished Floor `�' A-500 BUILDING SECTIONS+EXTERIOR ELEVATIONS ISSUED-DOB Fin Tube ALL CONSTRUCTION SHALL MEET THE REINF ReinforcedUj AP Access Panel G G Gas REQ'D Required REQUIREMENTS OF THE CODES OF NEW w A-501 BUILDING SECTIONS+EXTERIOR ELEVATIONS ISSUED-DOB BD Board Galy Galvanized Q BE)( Bath Exhaust GC General Contractor RM Room YORK STATE. NOT RESPONSIBLE FOR ru UJ o A-502 ENLARGED WALL SECTIONS+DETAILS ISSUED-DOB BO Bottom Of GYP BD/GWB Gypsum Wall Board RV Roof Vent DESIGN OR CONSTRUCTION EFIoRS, w ;z BRG Bearing H2O Water S Sink o A-503 ENLARGED WALL SECTIONS+DETAILS ISSUED-DOB BT Bidet HD Head SC/SL Self-closing/ HM Hollow Metal Self-latching 0 c o BTM Bottom SD Shower Drain00, CAB Cabinet HP High Point SD/CM Smoke&Carbon A-600 ENLARGED POOL HOUSE PLAN+ELEVATONS CBU Cement Backer Unit HWH Hot Water Heater Monoxide Detector COMPLY WITH ALL CODES OF A-601 INTERIOR ELEVATIONS+ENL, DETAILS CL/CLOS Closet IM Ice Maker SE Security NEW YORK STATE & TOWN CODES CLG Ceiling INSUL Insulation CMU Conc,mas,unit INT Interior SIM R Sir AS REQUIRED AND CONDITIONS OF CMR Center JMB Jamb / Steel A-700 EXTERIOR WINDOW SCHEDULE,ELEVATIONS+DTLS. ISSUED-DOB CONC Concrete LAV/L Lavatory CS Clinical Sink JS Jamb Switch STV Satelite A-701 DOOR SCHEDULE,ELEVATIONS+DTLS. ISSUED-DOB COM Continuous MAH Mahogany STD( Stove Exhaust T Toilet CT Ceramic Tile MC Medicine Cabinet TB Towel Bar BOARD CREST Crestron MECH Mechanical TE Telephone L�STEES KEY PLAN- CTV Cable MIN Minimum p kyr- P--- D Dryer Mnfld Manifold TP Toilet Paper Holder DH Double Hung M.O. Masonry Opening TR Towel Ring DIM Dimension MTD Mounted TRANS Transparent DR H Door Head MTL Metal TYP Typical DTL Detail NAT Natural UON Unless Otherwise Noted DWG DW Dishwasher NIC Not In Contract VCT Vinyl Composition Tile OCCUPANCY OR DWR Drawer 9 pOwnerWasher Center W Verify In Field �+ I I E Electric Furnished U VE T S U(�I LAWFUL EA Each Equipment WA Waste z EL/ELEV Elevation OFCI Owner Furnished WC Water Closet WITHOUT CERTIPICATF g� EP Electrical Panel &Contractor Installed WD Wood w EQ Equal OPPH Opposite Hand WDWK Woodwork OF OCCUPANCY EQUIP Equipment PL WH Window Head LAM Plastic Laminate o D(STG/IX Existing PLYWD Plywood W.O. Wall Oven EXP Exposed POP Poplar VS Vent Stack EXT Exterior PT Pressure Treated FD Floor Drain PTD Painted FFresh Air Intake FF Finish Floor RETAIN STORM WATER RUNOFF � PURSUANT TO CHAPTER 236 OF THE TOWN CODE. W - C? o ROPERTYDRAWING SYMBOLS G SIMONE NARDI+DAIENA MASCIARELLI 565 SOUTH HARBOR RD S SOUTHOLD,NY XX � SECTION _--------H2O- WATER LINE ION O --------- LP---------- LIQUID PROPANE GAS LINE ELEC`i R1CAL F_ -1WALL IrNS'P�C T ION REOU'9913ED SECTION x ENLARGED --------- W ---------- WASTE LINE w XX J DETAIL/PLAN ---------- pp---------- PERFORATED DRAIN PIPE $�O�"ICr Jr o XX)X EXTERIOR ELEVATIONCD X - - - - S ----------- STORM DRAIN 811d d tWOrk testi re lred. X XX X INTERIOR ELEVATION �v v ' 0 0 ZONING CALCULATIONS X ____ R,E,T,_-____ EC,TV o cn N SLIM,# DISTRICT;1000 SEMN,75 BLOCK,4 LOU R40 DWELLING ELEVATION INDICATOR PLAN LOT SIZE- 28708.4 SF HB HOSE BIB Must Pro ' vlanuals NORTH OP'GDOOR AND FRAMED UE ALLOWABLE BUILDING COVERAGE(20%of lot size) 5741.08 SF DXX DOOR AN -� HHS HOSE BIB W/HAND HELD D,J an s per N TH SPRAY NYS ergy ode XX , EXISTING BUILDING COVERAGE WINDOW N0. -b GAS HOUSE+COVERED PORCHES TO REMAIN 2664 SF — EXISTING CABINET ITEM CONTOUR EXISTING POOL+COPING 1269 SF ——--—-- NEW CONTOUR PLUMBER CERTIFICATION TOTAL_EASTING LOT COVERAGE _ _ _ 3933 SF__ CENTERLINE ON LEAD CONTENT BEFORE w NEW CONCRETE BLOCK CERTIFICATE OF OCCUPANCY Z PROPOSED LOT COVERAGE _ ALIGNMENT SOLDER USED IN WATER Iw PROPOSED NEW ROOFED STRUCTURES 1263 SF n CONCRETE FOUNDATION WALL � SUPPLY SYSTEM CANNOT DIRECTION OF MATERIAL PROPOSED NEW PERGOLA 385 SF EXCEED 2/10 OF 1% LEAD. c,Q EXTERIOR WALL 2X60 z PROPOSED NEW BRICK WALL 40.5 SFCONSTRUCTION IF - WOOD STUDS @ 16"O,C.W/ BELOW THERMAL INSULATION _I z Q PROPOSED NEW SHED 96 SF -- 10 o INTERIOR BEARING WALL- �lLU w ENTRY STOOP EAST (UNDER 30 SF- 19,9 SF) N/A _____ CONSTRUCTION PROVIDE STRUCTURAL �LU .B�II^ W ABOVE LINTELS Al ALL OPENINGS ALL PLUf.�C,NG ^BASTE., <<0 Z ENTRY STOOP WEST(UNDER 30 SF-19,9 SF) N/A &WATER LINES NEED PROPERTY LINE INTERIOR WALL-2X4 OR 6 TESTING EC-F FoR C01�c�R?RJG �� "' STONE WALKWAY PAVERS-ON GRADE (224,5 SF) N/A U.O.N. Q ZD 0 >O W200D STUDS EACH SIDE& CC 0 cn a STONE PATIO @ PERGOLA/POOL-ON GRADE(695 SF) N/A ----------------- SETBACK LINE SOUND ATTENUATION BLANKET G c� U STONE PATIO @ NORTHSIDE POOL-ON GRADE(288 SF) N/A + � O W WASTE STACK ,.. .ai; LO ;..��t�M;��,��.��=�►s'��Y�� WOOD DECK @ POOL-ON GRADE(335 SF) N/A ENCLOSE "COL To CODE � o STONE PATIO @SHED-ON GRADE(24 SF) N/A OLD LEADER DRAIN > UPON COMPLETION Q o 'iBEF OREE,"WATER"". Z PROPOSED LOT COVERAGE 1784.5 SIF - OFD FLOOR DRAIN \� SME DA />Q TOTAL BUILDING COVERAGE COMPLIES-19.9 5717.5 SF SET BACKS+MAX DIMENSIONS O V VENT STACKROOM NAME ►- FRONT YARD SETBACK(50') 55'-81/2"-EXISTING BLDG. FOOTPRINT FLOOR FINISH CONSTRUCTION PLAN All exterior I=ting � NORTH SIDE YARD SETBACK- 32'-11/2"-EXISTING BLDG. FOOTPRINT Installed replaced N ROOM NAME REFLECTED CEILING PLAN re P ced or D �' r' M 043290 02' NORTH SIDE YARD SETBACK-(15') 15'-31/2"-PROPOSED BLDG. FOOTPRINT CEILING FINISH paired shall conform to ChaPtei 172 OCT 0 5 2021 F NE`N SIDE YARD SETBACKS COMBINED-(35') 47'-5"-EXIST. +PROPOSED BLDG. FOOTPRINT of the To-e bode BUILDING DEPT. Seal REAR YARD SET BACK(50) 56'-81/2"-PROPOSED BLDG, FOOTPRINT TOWN OF SOUT TOLD BUILDING HEIGHT(35') 20'-0"±PROPOSED ATTACHED ADDITION T-100 #OF STORIES-(21/2) 1 STORY-PROPOSED ATTACHED ADDITION O 0_ Inside Face I BLUESTONE PAVERS 14" +Face of New Shed Of Existing Pool >1O FOUNDATION NOTES: FOOTINGS 1YP LU 0 THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN FIELD+ANY =-7--—-—- '0 8X8 COLUMN DISCEPENCIES ARE TO BE BROUGHT TO THE ARCHITECT/TEAM PRIOR TO TREATED FOR BELOW < GRADE APPLICATION CONSTRUCTIONS, o ALL CONCRETE 4,000 PSI AFTER 28 DAYS MIN, 344 BARS VERT ALL REBAR ASTM A-615 GRADE 60 I 0 EQ UALLY SPACED P FOOTINGS ARE TO BE ON UNDISTURBED VIRGIN SOIL. LU 00, ZD m C) 24"DIA,CONCRETE PIER LU #4 TIES 10'O.C. S, 04ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE C4 0- 001 TO BE SEALED/GROUTED BACK FILL ALONG FOUNDATION WALLS IS TO BE CLEAN MATERIAL+IS TO MECHANICALLY COMPACTED IN 6"LIFTS TO 95%OF MAX DRY DENSITY 30"X30712'FOOTING —_ FOLLOW COLD WEATHER CONCRETE TREATMENT RELATIVE TO ADD MIXTURES IN Cc) 3-#4 BARS EACH WAY ACCORDANCE WITH ACI 212,3R USE AIR-ENTRAITING AD MIXTURES PER ASTM C260,AASHTO M 154 OR WATER REDCING+SET-CONTROLLING ADMIXTURES PER 2>c> 0 0,�2 ASTM C494,AASHTO M 194 ONLY. DO NOT USE CALCIUM CHLORIDW OR OTHER 25 �-3�� 6"MIN CRUSHED STONEDO�j -—-—-- C� CORROSIVE TYPE ADMIXTURES u2n LU < Uj 0 U-i PERGOLA PIER FOOTING DTL, WCl- LJJ (D C2-'CD 00- 3 A502 A502 (�x . . . . . . . Face of Face of Face of EXISTING Found.Wall+Stud Found.Wall+Stud Found,Wall --—-—-----—- A540 2 Ao50Xx0 ---1--—--N---A5 0-0------------------,VN p-- -- --_----�--—IIIIIIIIII'IIIIII II II1iIIIIII II-X lIII':X-'+':, 4tIIIII1I'IIIIIL'IIIIII rIiIIIII I— \\\\\ —_——--DDIIiI,I, e X —IIiIIIIIIiII,IIII—'IIIII Of Pool X 1j'-iIIIIIIIIIIIrtII(II i—fi,—IiIL'iIIIIiIIIII I-----------------1—2—"—_FO--U IIIIII —_�r=—I I,--I'-IIII 1 IIIIIIjI'I iIII iIi.--------—I'iI 6{.��"III,II I'I--- -------- ---- --------__-----,J I-1IIIIiII,IIII'1IIIIII -IIIi'IIII— —----_---TiI}I—IIIIIII-----_----IIIII---II_;I;__--_--_t•�Ii,II—I iI_.'_._.--,y_--IIII—--rIIIIIIIIII-- tIIiIIII(----—IIIII --FI III e.T1,'—at,I�I—II`I_jt IIt —�oxx — f�ye. -�_+�I'—- — -- r. t.-—=— N II�, — '�— C--—..—.——D:f�'�fJI-:——4" s-ns'—icre Fac Face of 3'-0 3/4"± 91-01 Found.Wall+Stud 3'-0" NEW OPENING IN EXISTING BRICK FOUNDATION WALL C14 LU SONO TUBE 0 C.) FOOTINGS TYP EXISTING ERICK FOUND60N (3)#4 REBARS 16" Face of EXISTING HOUSE ------------ DRILL+-EPDXY4NTO---—-—-...... .............................. Found.Wall EXISTING WALL 12' FOUNDATION WAL W/4'SHELF 8X20 FOOTING EXISTING BRICK FOUNDATION zZQ W/(4)#4 BARS _j ------------_- 74 4, LU --—-—-—-—-—- Face 6f < C:? Found.Wall+St i id (3)#4 RE134S 16- _---- DRILL+EPDXY INTO EXISTING WALL 3 - - - - - - - - - - -CCN- = A502 ZN C? CP 91_0" 3'-6" -..' .' 1 8' LU CRAWL SPACE Ptd,Conc, LA? F_ 2 CL_ 5% 1 W C 2 2 U? Al2 A502 A500 5 SLAB : SLAB 9 r4 zo 4"SLAB ON GRADE I zo A502 WALL SECTION tl 4 0 EXISTING GUNITE FOUN SHTA50.11 SECT 1 A500,r LL, F__ POOL 0 L 4-- W/4"SHELF WALL SECTION 8X20 FOOTING: WALL SECTION C�' SHT A502 SECT 2 : I A502 !LD W/(4)#4 BARS 10 SHT A502 SECT 3 1 1 1 PLAN SEE DTLS ON THIS SHEET+ NP ORT CIO � SHEET A503 SECT 1 UE Face of FOR PERGOLA Face of EEE LAPRDcEh IN H Found,Wall+Stud r- -_-____--_ ---------------- ------------- --------- C ------- -------------- --------------- WALL SECTION CONNECTION DETAILS d,Wall+Stud X r-- -I r----I 03 SECT -—-—-—-—-— —�HT A5 ----------- ----------------------- ---------------------- r L-4- I ---------- Center Of Post+LL J L J ---------- Footing Face of Found.Wall+Stud --------------------- ------ LU _j LU < r) zIzmz C./- 1Y SCREEN PORCH SLAB ASSEMBLY PIER FOOTI GS GARAGE SLAB ASSEMEP D L 0 ------ -LJ< SEE ETAItEETA101�1 EPDXY COATED FINISH ON CONCRETE TILE+SETTING OVER 4'REINFORCED CONC.SLAB OVER 4"REINFORCED CONC.SLAB < 10/10 WELDEDWIRE MESH C) W/6X6- 10/10 WELDEDWIRE MESH W/6X6 5�D ' : OVER COMPACTED FILL 3" 5'-2 1/2 '0— C? OVER COMPACTED FILL 5'-3" 8'-4" 7'-6 1/2" 11" 3'-9 1[ , , I 2" C*11 C14 — 4 Cp C) 0 LU 00 C14 r'v Q:f I LO A502 8" FOUNDATION WALL 17 Q=08" FOUNDATION WALL 10 a) Lu +8X16 FOOTING +8X16 FOOTING LU W/(4)#4 BARS W/(4)#4 BARS Cf.) SB Ol�GR�DE < C3 0 cr) (OUTDqOR KITCH EN) C/:) jX X lnid7ace Of Pool + LO Face of LO Found,Wall+Stud --------------------- —-—-—-— 4 CD ----------- 14'S�NOTUBE WOOD C? CMU BLOCK FOUNDATION WALL C"i DEC FOOTINGS TYP. < + CITING --------- ---------- ---- Center Of Post+ -_ --CO�O--------- Footing 1 4 4 4 1 Z Z -------------------------------------------- ---------------- ------------- ------ --- -----------f----------- ------ . . ..... ................. 00 X ......................................................... .............. 0 I I I I I I - 4--- II ----------------------------- -------- ............ ................................................................................................ (X)—Face-of_4-—-—-—- --------------------- 7------------------------------------I .. . .......... ............ ..................... ....(:�)............... A52-0 0 1i Found,Wall+Stud ............ ............ ............. ------ ---- -------------...... ...... . Face of Found.Wall+Stud .............. . ----------T•----------- --------------------------------------------- --------- ..................... ........... ........... 10'-1 14'-10" ..................... 3 ------- WALL SECTION 5'-4" ------------------------- --------- ------------- ----- -------- ........................... .......................................................... A502 SHT A503 SECT I A502 0 22'-41/2" 7'-6" 181-101, 6-4 1/2" 6'-7" 6'-7" 10'-21/2" 24'-111/2" Seal IT 71 - H r 4 02 �A5 11 WALL -t�l 3 �502 4 V Found.,Wall+Stud Center of Face of IF e —1center of Inside Face Face of Face all I'Center of QFound.Wall Stud i inside Face Found,Wall+Stud cc of of Existing Pool Found.Wall Stu, lo0st+Footing Po0st+Footing Post Footing of Existing Pool X A500 A- 100 (X) FRAMING NOTES DESIGN LOADS o U AL LUMBER IS TO BE NO,2 OR BETTER DOUGLAS FIR LARCH(N)WITH THE FOLLOWING AL LUMBER IS TO BE NO2 OR BETTER DOUGLAS FIR LARCH(N)WITH THE FOLLOWING Q 0 MIN SPECIFICATIONS MIN SPECIFICATIONS Inside Face rg w Of Exist'ng Pool I F= z I I Fb=825 PSI Fb=825 PSI +Face of New Shed Fv=95 PSI Fv=95 PSI I V >0- Fc perp=625 PSI Fc perp=625 PSI �� 0 0 E= 1,600,000 PSI E= 1,600,000 PSI —_ _—_—-—-—_ = O w ALL PARALLAM(PSL)LUMBER TO HAVE THE FOLLOWING MIN SPECIFICATIONS ALL PARALLAM(PSL)LUMBER TO HAVE THE FOLLOWING MIN SPECIFICATIONS m LL N w Fb=2,900 PSI Fb=2,900 PSI a< Fv=290 PSI Fv=290 PSI --- — -- --- .�i ¢Q Fc perp=760 PSI Fc perp=760 PSI [].. "' E=2,000,000 PSI E=2,000,000 PSI O a cel co ALL MICROLLAM(LVL)LUMBER TO HAVE THE FOLLOWING MIN SPECIFICATIONS ALL MICROLLAM(LVL)LUMBER TO HAVE THE FOLLOWING MIN SPECIFICATIONS — _ W 0 Fb=2,600 PSI Fb=2,600 PSI Fv=285 PSI Fv=285 PSI — -- - - J Fc perp=750 PSI Fc perp=750 PSI - + r �•• E= 1,900,000 PSI E= 1,900,000 PSI X - N ALL PRESSURE TREATED LUMBER IS TO BE MCQ NO2 OR BETTER YELLOW SOUTHERN FINE ALL PRESSURE TREATED LUMBER IS TO BE MCQ NO2 OR BETTER YELLOW SOUTHERN PINE — N Fb=975 PSI Fb=975 PSI V z o Fv=90 PSI Fv=90 PSI Fc perp=660 PSI Fc perp=660 PSI ?o E= 1,700,000 PSI E= 1,700,000 PSI o ALL BEAMS FABRICATES WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO ALL BEAMS FABRICATES WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO -—_—_—- —- 11;L: —- ---- —- — — — —_— 0 m LU BE NAIILED/BOLTED AS PER MANUFACTURER'S SPECIFICATIONS BE NAIILED/BOLTED AS PER MANUFACTURER'S SPECIFICATIONS ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL. ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS ETC,ARE TO BE GALVANIZED OR STAINLESS STEEL, w UNLESS OTHER WISE NOTED, UNLESS OTHER WISE NOTED, c to wGd W w_O ALL DESIGNATED CONNECTORS,STRAPS,ETC TO BE SIMPSON (UNLESS OTHER WISE NOTED)+INSTALLED PER ALL DESIGNATED CONNECTORS,STRAPS,ETC TO BE SIMPSON (UNLESS OTHER WISE NOTED)+INSTALLED PER 'z MANUFACTURER'S SPECIFICATIONS MANUFACTURER'S SPECIFICATIONS, POOL HOUSE/SCREEN PORCH LU CD ALL WALL SHEATHING TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD+SHALL BE NAILED WITH 10D ALL WALL SHEATHING TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD+SHALL BE NAILED WITH l OD WASTE PITCHED TO DRAIN p o COMMON NAILS 6"O.C. EDGES AND 12"O,C FIELD COMMON NAILS 6"OC, EDGES AND 12"O,C,FIELD `, UNDER SLAB+IN CRAWL SPACE ALL BOLTS NUTS AND WASHERS ARE TO BE HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED, ALL BOLTS NUTS AND WASHERS ARE TO BE HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED, TO NEW SUMP PUMP CONNECTED TO EXISTING HOUSE WASTE CONTRACTOR TO INSTALL SIMPSON HURRICANE TIES+STRAPS AS PER LOCAL BUILDING CODE, CONTRACTOR TO INSTALL SIMPSON HURRICANE TIES+STRAPS AS PER LOCAL BUILDING CODE. ' I 1 3 I ' '• A502 A502 ,4• I , J � X O I I Face of c Z Face of I Face of EXISTING Found.Wall+Stud w Found,Wall+Stud I Found.Wall �Q I --------------- -- ' i ...< .a;_ ,• : jO Of Pool O Q Face of a N Found.Wall+:Stud • - I I I I F_ _ w NEW TEEL LINTEL • I II AS RE 'D 'I Face of EXISTING HOUSE I i I I I a Found,W' I I _ 2X8 P. /2"T 116" DEC I j REC (2) X 1.0 - J lil cam' < X _ -I-------------------- ------------------------------ - - ¢ o I - ' Face of O o 1 I I Found.Wal!+Stud I .(2 X10 FLOOR REGISTER A502 - - CENTERED ON FI .4' —- GLASS PANEL AB VE ------ Lu- LL, F --- I - — I- ;_----, 2 I I I I O I I I I wp A050X0 1 rIIIIIIIIIIIII— • _ A53�02 A5IIiI --Ii---♦ --a -�TIIiIiIIIIIi III�IIIIII�IIII 'X`_�X,I-11�IbIIIIiIIIIII III-j�_jiI,I..��--.---.—._�•'''-'•-- -e—___—__1I A—_51 0�s—2--=-----_--_---_��-�,---_IIiiiIIIlI-.IIII.Ii--I i—_I',I JiIIII::;.;IIiIIIIi III----R�'iII E -p.. iIIIII S"7 i' -----l`—"i"-- F--'_•-,�IIIIIIIIII�iIiIIIIII,IIIII': .II-PK II I-uIIIIIIIIIIIiiIiIIIIII,I III 2----- --'III IIII I ----------- J --- II . .-- —- - '; —.- • - - -•.-- -s ------- -- ------ - - -- - - — - ----------- ---_------- ------------- .-i------- - ----- - iiiI1iIrIIIII /5\ -502 A502 A500 4 A5 0 2 ----- CD A500 WALL SECTION 4 SHT A501 SECT 1 A500 A502 *U-0QZZ�W' '�• J LU 01 Co j IWALL SECTION 3 WALL SECTION \ PJ_FZ-L-A-rNSHT A502 SECT 2 A502 SHT A502 SECT 3 SEE DTLS ON THIS SHEET+ NORT `' SHEET A503 SECT 1 F a r= 1 UE -Face of FOR PERGIOLA Face of N \ T�H d Wall+StudFound.Wall+Stud L---------- -------------- --------------------- ---------------------------- --------- WALL SECTI CONNECTION DETAILS------------r- XX . —SHTA503 SECT 1— --—————— —————— ——————— --------------------- Center Of Post+J J Footing Face of Found.Wall+Stud --------- -------------------- W--------------- L SINK WASTE W IVL LU Q DW WASTE 4 JO /N4 ",V, WA <Q O WC WASTE O >(D c/-) c/-) "0 SI K WASTE Inde Face X Of Pool - LC ---------f———————————————-—- Face of LO Found.Wall Stud - ------- ------------------- r-------------- I 2X8 DECK P,T, FRAMI--------- -- SINK WAT --- ----------Center Of Post+ ------- ai Fo SINK WAST L-------------- - -------I + ,--------------------------------- ------- ---- ------------------------- ------- P Lr-———————————————— ———————————————————————--——————- —Face—of------------ Found,Wall+Stud I Face of---------------------------- ------------ 2 ' Found,Wall+Stud WA_L SECTIbN 5112 A502 SHTA503 SECT 1 4!29'� H % O��•.�� \ I I Seal I I I I 1 Face of Face of Face of 4 Found.Wall+Stud Face of Center of I Center of Center of Inside Face I Inside Face Found.Wall+Stud Found Wall+Stud I Found,Wall+Stud 'Post+Footing Post+Footing Post+Footing of Existing Pool of Existing Pool A- 101 X Q o A500 � 0 0 0 � c� POOL ALARM-ON EXISTING NORTH ELEVATION PATIO DOOR I i o , Q � I U Inside Face `L- Of Existing Pool I >-v +Face of New Shed i Ill. z 7'-11" z I, I - J —7-1,x ------ - oLu 0 K EXISTING POOL�{+ SPA U °Q 0EQUIPMENT i Z "a, L . NEW WOOD HANDRAIL+ GUARD RAIL I QLU j I� �W ---_ 105 I 0 �N POOL ALARM BASEMENT DOORCN ( = W o I o � zLq N -1^ A500 6 I Q �o SHED EXISTING 'OOL+SPA EQUIPME T I 4 � 0 ELEC PANEL N �� V � 2:00 -- I _j z O J I ` Yq 0 01_ Leader p o - X O ' ' mUJ -—-—-—- p --- Leader_ __, - I --- LULU 115 �w cv � c ' w� `�' w �0 ---I �z -- -I-- r - � I o 2 — w =o --- �- j p01 -BLUESTO E TERRACE ON GRADE -- - I ---{ I ;2; o0, 1 EXIST N HVAC I ON GATOR DUST& CRUSHED I I I= __-—STONE BASE I I -- _ ------- ___ = ---- I Q I "I 1 3 — lev.97.4' (-3'-2 /2") — ------ :: A502 A502 I �Terrace/Pool Deck Finish -- o I • i i I x x x I I -- 1-- I Face of Face of I Face of EXISTING ___ I Found.Wall+Stud Found,Wall+Stud , I Found,Wall I o I I CV I —t nsl ace X X I _____.-_-._..._.__-_.--_. 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A502 8 30 X ECT ( —-'- - A502 1 :.:f.�:•,:: :.: 0 0 O I 9 I I 32 rj""_'"*'*" 1 I T y 1 II I ..,-.-P �:�22'•4�•1�2: 1' 6 10 18' 0 ' 4 :::'::°::' 6 1 2 - v .. - - - 6' 6'-7 _ -- - 10'-21 2 Seal �: - / 2 - m — ---- L1J U+ Face of• ace o#� Foun ,'Wa Stud d face of Center of Center of Censer of Found,Wall+Stud found,Wall+Stud I I I Inside Face o Inside Face 5500 Found,Wall Post+Footing Post+Footing Post+Footng of Existing Pool �n of Existing Pool A- 102 .'. r � X x X ( /� / OX X OX �./ I I �/ 1 NAILING SCHEDULE FRAMING NOTES ROOF CEILING FRAMING COMMON O JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING AL LUMBER IS TO BE N0.2 OR BETTER DOUGLAS FIR LARCH(N)WITH THE FOLLOWING RAFTER TO TOP PLATE OE-NAILED 3-8d PER RAFTER MIN SPECIFICATIONS 12 ¢ N Uj U CEILING JOIST TO TOP PLATE TOE-NAILED 3-8d PER JOIST Inside Face CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 4-16d PER LAP Fb=825 PSI 8 Of Existing Pool F= z c CEILING JOIST LAPS OVER PARTITIONS FACE-NAILED 4-16d PER LAP Fv=95 PSI -------.-- 1X1 WOOD TRELLIS 1 X 1 WOOD TRELLIS I +Face of New Shed U COLLAR TIE TO RAFTER FACE-NAILED 3-8d PER TIE Fc perp=625 PSI BLOCKING TO RAFTER TOE-NAILED 3-8d EACH END E= 1,600,000 PSI — 4X10 RAFTER 4X10 RAFTER — o 0 RIM BOARD TO RAFTER END NAILED 2-16d EACH END 8" —-—-— :fit - - -—-—-—-—-—-—-—-— 0LU , ALL PARALLAM(PSL)LUMBER TO HAVE THE FOLLOWING MIN SPECIFICATIONS EXISTING POOL+SPA V :5iWALL FRAMING 4X8 COLLAR TIE m____.._._.._..___...__. -- ,--- - H _. JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Fb=2,900 PSI SIMPSON EQUIPMENT @' 53PSTRONG-TIE { TOP PLATE TO TOP PLATE FACE NAILED 2-16d 1 PER FOOT Fv=290 PSI ° I " OIs TOP PLATES AT INTERSECTION FACE NAILED 4-16d JOISTS EACH SIDE Fc perp=760 PSI o - _E w STUD TO STUD FACE NAILED 2-16d 12"O.C, E=2,000,000 PSI I -� - - 8X8 GIRDER -" I' _ - <> o U HEADER TO HEADER FACE NAILED 16d 16"O.C.ALONG EDGES " ° — ALL MICROLLAM(LVL)LUMBER TO HAVE THE FOLLOWING MIN SPECIFICATIONS ~` _ z TOP OR BOTTOM PLATE TO STUD END-NAILED 2-16d 1 PER STUD TO PLATE,10"WALL HEIGHT MAX '. �., Fb=2,600 PSI o 0 0 0 .. SIMPSON STRONG TIE �' � rJ O BOTTOM PLATES TO FLOOR JOISTS,BANDJOIST 2-16d(1,2) PER FOOT ° Lu ENDJOIST,OR BLOCKING FACE NAILED 3-16d AT BRACED WALL PANEL Fv=285 PSI ° p ° HL55PC "-1114" �' j o— - z FLOOR FRAMING Fc perp=750 PSI JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING J E= 1,900,000 PSI ----- 8X8 POST v JOIST TO SILL,TOP PLATE OR GIRDER TOE-NAILED 4-8d PER JOIST 2'_8" 1/4"STEEL PLATE EACH SIDE --Q BRIDGING AND/OR BLOCKING TO JOIST OE-NAILED 2-8d EACH END ALL PRESSURE TREATED LUMBER IS TO BE MCQ NO.2 OR BETTER YELLOW SOUTHERN PINE 5/8"DIA A307 BOLTS W/FLAT FASHERSEXISTING POOL+SPA BLOCKING TO JOIST TOE-NAILED 2-8d EACH END PAINT BLACK TYP. —c— EQUIPMENT BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK Fb=975 PSI 0 i N i ELEC PANEL LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST Fv=90 PSI —__ --------- 0 zo JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST Fc perp=660 PSI o BAND RIM JOIST TO JOIST END-NAILED 3-16d PERJOIST E= 1,700,000PSlPERGOLA RAFTER TO GIRDER + GIRDER TO POST PERGOLA CROSS TIE ` zo BAND RIM JOIST TO SILL OR TOP PLATE OE NAILED 2-16d 1 PER JOIST CONNECTION DTL ,` w ROOF SHEATHING ALL BEAMS FABRICATES WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO CONNECTION PLATE DTL, — — — o,,, -1 ;�;O o W JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING BE NAIILED/BOLTED AS PER MANUFACTURER'S SPECIFICATIONS -- r Q STRUCTURAL PANELS 3/4'CSX PLYWOOD 10d 3"EDGE 6'FIELD I O x8 ' -`- - --- LL w ALL STRAPS, CONNECTORS,PLATES,BOLTS,NAILS ETC,ARE TO BE GALVANIZED OR STAINLESS STEEL. HEADER BELOW Ij Q DIAGONAL BOARD SHEATHIMNG 1"X6"OR 178" 2-8d PER SUPPORT UNLESS OTHER WISE NOTED^ DIAGONAL BOARD SHEATHING 1"X10"OR WIDER 3-8d PER SUPPORT I w ctl� CEILING SHEATHINGALL DESIGNATED CONNECTORS,STRAPS,ETC TO BE SIMPSON (UNLESS OTHER WISE NOTED)+INSTALLED PER I I W N o JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING MANUFACTURER'S SPECIFICATIONS, GYPSUM WALL BOARD 5d COOLERS(3) 7"EDGE 10"FIELD I ' j WALL SHEATHING ALL WALL SHEATHING TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD+SHALL BE NAILED WITH l OD I �„u z o JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING COMMON NAILS 6"O.C, EDGES AND 12"O.C,FIELD Q o P STRUCTURAL PANELS 5/8"CDX PLYWOOD 10d 4"EDGE 8"FIELD GYPSUM WALLBOARD 5d COOLERS(3) 7"EDGE 10"FIELD ALL BOLTS NUTS AND WASHERS ARE TO BE HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED, U DIAGONAL BOARD SHEATHIMNG 1"X6"OR 178' 2-8d PER SUPPORT DIAGONAL BOARD SHEATHING 1"X10'OR WIDER 3-8d PER SUPPORT CONTRACTOR TO INSTALL SIMPSON HURRICANE TIES+STRAPS AS PER LOCAL BUILDING CODE, FLOOR SHEATHING I JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING STRUCTURAL PANELS 3/4'CSX PLYWOOD 8d 6°EDGE 12"FIELD STRUCTURAL PANELS GREATER THAN 1" 10d b"EDGE 12"FIELD 1 3 DIAGONAL BOARD SHEATHIMNG 176"OR 178" 2-8d PER SUPPORT DIAGONAL BOARD SHEATHING 1"X10"OR WIDER 3-8d PER SUPPORT A502 A502 O X O Face of Face of I Face of EXISTING Found,Wall+Stud I Found.Wall+Stud , I 'I Found.Wal! { Ill ------------------ ---------------------------------- J I I -—-—-—-—-—- ___T01de7ace deeace X Of Pool Faceo0 Found,Wall+Stud I X8 ROOF RA }TRS SISTERED t TO EXISTING , I j ► I , I � I z o I I I ! f Face of EXISTING HOUSE FoundWall -—-—-—-—-—-—-- X�-- w ( ' , I — 2X6 CEILING JOISTS :LOW ._ = II 1' A, (3.91/2"til ,I''VL OO I , i I 7 I' N m LU 0-----------------}------------------------ - - _ - -- - ---------- ---------- ---------------------------------- X _... Face of o - Found.Wall+Stud (3)2X6 POST _j o W I A502 N¢ L, vLL, ! _ —c?"— (3)2X6 POST,1 iu y �I (3)2X6 PO T iI coZ C_- i x� Ow I N NQ VIII 1 Z --- 2 2X8 I 2 (3)2X6 POST - -. ._( �__—;4 =�rl (3)2X6 POST E_ r=—-.— w 5 _ , ., 2 2 1I I A502 o I !II co x — <o A502 A500 0 `� `� i �01 c+> c+� I V N M= I I m A500 WALL SECTION SHT A501 SECT 1 3 2X6 POST - �'13 - O 2X8 1- ,I )2X6 POST A500 I O OLS' i OLj cNn 0 Ljj ' WALL SECTION 3 � N w i '� `V w I , v= ^I '= WALL SECTION ( PLAN SHT A502 SECT 2 A502 I I SHT A502 SECT 3 (3)2X6 POST,I ,I �.1c; (3)2X6 P T h3'-10" SEEEDTTLS ON THIS SECT SHEET+ NORTH UE 1 _ _ _ Face of N 6X6 POS 2(1 /4 x 11 /8)LVL FADER BELOWFOR PERGOLA Face of I N TH —-—-—-—-—-—-—-— --- --- ---- ;.. r;�l . e : _,...., ._. .. ._.. _... _ _. ___ n T WALL SECTION — - - -—- - CONNECTION DETAILS -—-—- d.Wall Stud Found.Wal+Stud O 2 0 3/4 x 51/4)LVL HEADER BELOW I 6X6 PO O —�I _— - - LOW A503 S 1 j G_i � I FI W O . _; _,, � 6X6-POST SHT ECT Ii I l BE I I EM I I ' I 8X B 2 X OERS - I I , A500 1 II - j o' o II 16" .C. E ! 1 Il I ! I I. `6X6 POS j Center Of Post+ Xm III jBELOW I I I Footing Face of I f + 2 X 10 RAFTER&JOISTS I"\ Found,Wall+Stud II 16"O.C. I I''I II -- I_—_ __ Ill (2)2X10 (2)2X10 I ' 11 f l II I I X10 FTERS f — L rl — I SKY1GHT SKY,L1GHT I y f' i \ , \ ( I I I w I V I II I Ij II r; 2 X 10 RAFTE S I I. t I m I w I c z I' I 1 I { co x W hb"O.C. Cr) , (2)2X10 \ , (2)2X10 \ I 1 z € L �¢ - liIli is 'I I'.—�0 "' , C . I I ! w O — u;u, 0 ! j i' !� I 4"SUN UNNEL/S LIGHT LU om ? ! I I 1 w Q j I� x OFFSET BETWEEN RAFTERS i=X 6 I I I N I nl �i - I � I i (2)2 10 RAFTER TIES i �� 4 r_LU I,,, ! Ij II 1` !I I_�A>- I 1!— "'� 1 f I CO I 4X16 RID. BEAM N z I, ,. II__ _ v w { 5,25 1 P xALLA .1 RID BEA I II !' -4 G 1 EAM I I Q C, 4 mCL - — _ '. ^¢ ! I+ IPOS�I"� Ii ! I ! 6):�PO {! II ll I j I I "(6 PO T/ w A502 Q 0 C.9 ,?z DOW{�1 TO ,j I ga!'ON/ �I {! II LOW 0 I l HEA TR FOUND, _- - I ( L HE , ER �- I !; Ili i!(2)2X10 HEADER '�I -J. I _ I l I Q 0 BELOW (2)2X10 -4XISCO�LARTIES --- ------------------------------------------------ �0� �� I I I II I I ' X , Inside Face LO Face o j I I —I ? SKYk(GHT I I ! !!!; Of Pool -{- �� LO Found.Wall+Stud j. i ! I' I I I I I I 2 t -=t— I ` E C?( v 1_----———————— -- I1 ' —_ I-__ I—_ I— _ _ !;__ _ I<a,,l-�!,'-.-' _ _ i.` I ' I I (2)2X10 HEADER !' I ', IIl I I i I I L_ I ; Ii I I BELOW ;� I /'(2)2X10\ 1I I /'(2)2X10\ I r, i? I L I I 6X6 PO Center Of Post+ d ,•, BELE I I Footing II I l (I 12 X 10 f�AFTERS — L 1 I I I g C) �I I ' II III Is I I' 16"O.C, —E._„ a�--E^ I .c�a---S- L.. ❑- - �-^- —�--_ off. ra---E- -= ----r:-I «g-- -- X \-- I' I i, !I it it II I II 1 I' 8X EAM I II E O 5 p� _p !I ,t E �€ r t O .. .. ._ .. '.' �'- �-._...�._I.:� 'x e..�>_—. O..1 4 'j.� 21:1 ��!.:-.....�-:, _.�'x�1_ '-°, I I �— , I r— ; � \ Found Wall+Stud _ 3/4 x 1 J4)LVL H ADER BELOW I I Face of 2 ; Found.Wall+Stud 1 A500 3 1 I 2 - WALL SECTION I I N /r I A502 A502 ' , I A502 , SHT A503 SECT 1 "`m I ( „ EQ EQ 1 EQ EQ E'b EQ EQ EQ EQ '9 043290 O I 3'6" 3'•6 3'b" �� F NE�y 91-5" 6'-4 1/2" 6'-7" 6'-7" I 01 4 Face of I , Found,Wal!+Stud I Face of Face of OF INTERIOR Face of Center of Center of Center of Inside Face Found.Wall+Stud Found,Wall+Stud 1 SPACE OF SCREEN PORCH Inside Face A- 103 A500 Found,Wall+Sud Post+Footing Post+Footing Post+Footing of Existing PoolofExistingPool X Q o OXO cX0 cX0 o c� � I :5 I O U I Q op I I U I Lu r Inslde Face - I Of Exist'ng Pool I . 2 v +Face of New Shed I 1 U - z,U -- - ----- f'I.j .�.!. I I I j 1H Itr 1!; I -- -----;----- = OLU --------- I I ( j l i i I l i I l! I EXISTING POOL�SPA U m Q -- l ' i i 1 1 I i ,i l I f ' I ' I EQUIPMENT I -a> O 1 iill 1III ; ', I !' I11111I �� 1 I ; l ! ! i1 I1II1 it i � � I � Q Q L I I , I ! r ; I ww ill I 1 1 I f II I I �- 1 I I I I o - - '1; ; 111111 II� I II, II I I .� z N ROOF CONSTRU TIN I I C 0 ASSEMBLY ' ASPHALT SH;NGLES I 'I I1 !III' 1 !I I : I W ov OVER ROOFING PAPER ! 1 I I' I z LO OVER 1 I 0 5/8 PLYWOOD SHEATHING I � I ' I I ' ;I ! �; I � i i I I I -- OVER ROOF RAFTERS I I ' 11 ' I ( I i I Q N-' I [Ell 'i I ! I I { ' i I 11 I ! { 1 I ' EXISTING FOOL+SPA 11 I I l 11 EQUIPMENT II I I I' ELEC PANE N II i I L II i i I � I . 1 l I I I } II i1 ! U 2,0 i I I i .0 I i i f ' ' i 1 1I 1 —i Z Q I II II, I ; ! II 111 J II ; I ' I ' 1 1 % O GUTTER&LEADER 11 1 ! `' i t 1 I 1 1 1 ; I I ill i 1 10 O w _—- _ I 1. 1 1 I 1 ! III t ' I 1 GUTTER&LLER 11 -- - ?_� a.a.;.�.-,�. _ 1. --- - ----- (-� `mac - - - - - �� LL, I � �o I �w i rm w� W COLL r - - - - - _- - - - cn Z - - - - -- -- --- - - -- . I o I I I I I W i CID --, I ------- I-]--I--------- I ---- - I I OCD i I I � O - - --- I I Z EXISTIIN HVAC 1--- --- 1 I I ; I - I I - 1 ---i.. L - I I : - { I - -- -a -i -I I -- I - - r --�- 1 i E I -- _______i____ I 1 3 I -- - - - - -_ - -- - - C I - -- -- -- -- I I A502 A502 - -I- - I I I ; I I I I I -- - - - - I - - - `� X X -- I I I I I i ! I I r Face of Face of 1 ace of EXISTING I I I Found,Wal!+Stud Found,Wa!I+Stud , ! oundr Wall I I 1 1 I ---------------- I �� f �ns'I Od d Pool � x I I I I I I H Face of I I I Found,Wc°+Stud i , I I ' , 1 1 J I W 1 - - 1 , o I I I I --- - - I U I I I I Face of EXISTING HOUSE I I I Found.Wall I - -- --,- -- -- ' -- X f ROOF 1VON CONSTRUCTION ASSEM^LY _-. - -- - - - - __ _ - - - - - - - - -- - -- -- I--------—-----—-----—-—-------—--- ASPHALTSHINGLES - - -. .. ..... - - _-_ -- ---- -------- ----- -------- - ---.- ---- --- - r I I, OVER(ROOFING PAPER - -_-------------------- ----=__I i I OVER 5/8 PLYWOOD SHEATHING - __- - - OVER X8 ROOF RAFTERS -- - - __ __-r I I W/ COSED CELL SPRAY FOAM INSULT _ __ -__-_T_.___.__. -------------- ___.. _-_ -- I (R6 P� INCH MIN 7') ---.-- ------- -- ---------- _- -_- ------- -- - --____ --- -_ ` --- __ ---------� ---- -_- -._.__ - --- -- --- _ __-- I— i -- X w.-,. -- - - _ - .- --- ----------------}----------------------------------0 Q -. _.. _ _- __ - GUTTER&LEAD- Face of X �o Found.Wall+Stud I ' 7 �, I ' FLAT�OOF CONMUCi ON ASSEM3 3 ! I 0 - I EPDMIROOFING MEMBRANE --- - -^� A502 ', , I ;'I i OVERICOVERBOARD OVER RIGID INSULATION SLOPED TO DRAIN Condu for -. - I I 11 MIN THICKNESS 2"(R VALUE 41-5.6 PER INCH) &Lead�r I 1 I , OVER 5/8"PLYWOOD SHEATHING OVER 2X8"ROOF RAFTERS I I W/C I SED CELL SPRAY FOAM INSUL. I I -- OVERiPTD 1X6 SIH 7) I I I w 'PLAP WOOD CEILING A400 z OVER STRUCTURAL RAFTERS I I I r I i I - - L1_ -- - . - - - - . - -- . , - - --- - I 1 o I ,! - 5 - 2 I i. , - r -- I{ 11 I ! 11 II A502 I A502 A500 - 5 z 4 jI 1. Ii ) 11 H —-— SL05 --—- -- I A502 0 I I I m A5C0 I I ! L SECTION o _ WAL I 1, 4 I I� J I r r r I____-_—___ 1 !11 SHTA501 SECT 1 - - - - --- - --- -- ------- -- --- --- I I -- - -- - I --- - --- - I I ---t � � { - A500 0 0 w -. I I I cn - - I I I i I I I I _� O ,--- - - - I -- I SAT LS I' WALL SECTION 3 SECTION 1 I SHT A502 SECT 2 2 SECT 3 PLAN % A502 ---------------- -------------- , � � I , tiI GUTTEf�&LEADER GUTTER&LEADER -I ____ '_____ -------- UE Face of (Fac d Wall+Stud -------------------------------- I ?i!N TH Found,Wal!+StLd -___ - 7 4 7, NJALL SECT( N I I X I ,-I--— ::___ =T - _ _ ;.. =: -r _ _._ :- -_-_-- - _-- - __- _ . . .. - - - - __ == --- ---- - - - - - -—SHT A503 SECT 1 — .,. _ _—T----t-----7-' - -—----—-—- -— O I --- _ - - - - - -- _ _ - =-7________--__1_7__ -__.-,_ - - _ -I- -_- - - - _- -- _ _- - _ _ -- - _' _: O O- O 00 -- - - - -- --- - - - - , ----4- ----------,- - __ - --- - -- - _ - -- - _ - - I I.I _ --- -- - - - - _ - - - - - -- -- --- --- - - _- -- -- - -- _ - __==- - __-_ _ �� I I I - - - - - _ - - - -- -- - - -- - -- - - -- _ - --- - _ -- - - --- -- _ - -- - - - --- ----- - - - - --- - _ —_ . - # -- - - _ - --- - --- -- --- -- _ . _ _ _-------- - --- -_ - ----- -- - . - ------- ---- --- --- --_ n - - - ---- - --- -- -- - - - - _ x _') A5001 . - . I- - ----~ - --- - I - - ---- - - - - - - - -- - - - - -- - 1, - - -- - - -- ---- -- --- --- ____--- - . -,- -- _ -- - - -- - - - --- --- __- - . - - -- ---- - --...- - ------ ,- ------- ------_ -O -- I - - ----- - -- -- - - - -_--- -- --- . .._- - - ---- - - -- - - - fPost+ �, _. ... __-- ____-- -- -_____ ___ __ - _..- - _..-._ .. - - - _. ------ - - - -- t T j___ -- - - - - ._ I f I Center 0 . ___ .______ __ _ ._ # - --- _ _ _ _ - --- -- - -- _-'_ -- -_ -- { -- - _ - _ � Footing I . Face of - - -- _--,-- - _- -_ -. - -- _.-__ - ---- - - - : _ __ _ -__ - - ---- ' _ --___- _T -.._T. ,__ -______'_- - _ -- - -_ found,Wall+Stud _____. _-_- _ _ --- - _--_- -----_ - __{ ^ - - -- -- - _--- ----- - ---- --- -- - - -- - - IDI _ I -� µ � , I in _--__ _ . . . ----- - -- -. .___ - -- - _ --- _ ... _ _ _—____________-___-__.__ :_ _ _.-, .. _. - . z ..-.: - -_ -.— __ _. °.._ __ --. -_,r .. _ _ _ -- _ _--. -_.-__.-_--- _ X � - - -- - - - _ - - - - -- -- --- -- 1. - ___.__________1-_- ----. _. _. _,____ . _. _- _-- -- - 0- . __ _ ___ --_ ----__--_-__.-- --- - - - --_ - ---------___=—__-_ -- - - ------ - -- - - ---- - - ---- - . w - LY ---__ --- - - - -- - _ - - `- ________=_____I .-__- =_-__ _ � . _--- - - -- - - - j ASPHALT SHINGLES _�- -- --"' ___ _- ROOF CONS11tUC1i0N ASSEMBLY _ _ - - _ - - - - - - -- - - - - -- - -- - _ - -- ---- -- - - -- ---_- - - - _ 2 FINS PAP R - - - - ----- -_ - --= ------- __ -- - - -- - I I I OVER ROO E ;_--- - --- _ - ---- _- ---' - - - -- - - - - - -- -- ----- -- - W _ - -- - - - -- - -- - - - - - -- - -- - -- - - -- _ - -- - ---- __ - -- - -- _ -- - - --- --- -_ ------ ---- - i 1 _ 4 9 OVER 5/8 PLYWOOD SHEATHING f___ ._- . .__-_ _ _ -_-.__ __ ._-___ -_-_--------__..- _ ---___- _ __ _ ___ - . _ __-- -_-_ __ ____ _--- _ T - _-. _ --a '___1_.___I - ._- r J . OVER ROOF RAFTERS _ --. --- __-. :- - -- _--- __ - -:-._ - __ --- - - - - - ---- - -_- ---- - --_ _- - - W/R30 CAVITY BATT INSULATION . - -- - _ - --- - -- -- - ----------------- - --- --- JI I I� . ------ ----- ----_ -- --- - -- _-------_ -- - _ __ _- --- ----- --_ _.___ - _ ---- - - --- - - - - ---- - - - -- - -- - -- -- - --- -- _ -- _ _ .-- - --- - -- - - - - - - - - --- - _ - - - -- ----- - - - -- - - - - -. - - -- - -- - ---- _ _ — _ CI. 1 + -- --- ----_._ - - _ - - -- - - -- --- --- -- - - -- --- --- -- ---- - -- - ---- -- - -- -- - --- - - - - - -- -- - ------ -- - - -- - - - _- - --- - - - -- - ---. ._._._._ -- -- - .. . - - - - - --- - - - ' - - - - --- _ __ -_ - - =- - -_ - -- - - - - - I i W Q I �� -- ----- -_-- - -- - -- - -- ----- --- - - -- -- - -- -.---- -- _____.__1_ ____._'___.'._=: '- -- - - - - - ---- - - - _ -- -- - - - r____ . _. _ __ .___ _.. _ .________- __ _.__.__ _ __-- ____ __.. _ _ _ ___--_-__ _ __ __ -_- -- _ __ _ r � I II I i I >- 4 - - - -- -- -- -- -- ~- - -- - 'I- - - - - - - - - .-- .J.- .- -- .- •- -- -- � : I �0 A502 - - - - - - - - - - - - - , /�' W pp . - - ---- - -- - . . - -- - - - - ---- - --- --'--------'-I-----'-----------I-----L- -- - --------_- -- _N-- ---- I I z - - --- ----- - --, - -- - - _ - - - -- - - - - - -- - - - - - - ------ --- . . ---- - - -__ -- - - -- __ _ _ _ - - - - - - - - -_ --- - --- - _ �11 - - - - - --- - -___ __ ---�--__-___ _ _ -------- -- ---- - -- - -- - - -- I -- - - T. � _ � A502 ---- _ -- - - -_' - - - - - -- - -_ -- - - -- -- - - --- --_ - - - -- --- _ __ _._ . . -- - -- --- - --- - ----- - - -- - - - - -. .--_---- -- - - ------- - --- - -- -- - - - ------ _ _ -- _ - .. --... -- - __ - - - - - -- _ ---_ _ - - - _ _ -- - _ -----. _ -__-. .._ _ -- -- - - -__ _ -- --_---., - _-_ _-- -- .. __.____ _. _____.__. _ �_____- - -- - -. - - - - - - ---- - --- - - --- - - - _ -- - - - - - - - -- - - ---- - - - - - - ----- - - - ----- -- - --- -_ - __ - - _ - - _ - -- __- --- , - j Q~o � o l 1 r ' - .__ - -- ---- ---- - -- - - -_ - - - o - - - --- -----• - - ---- - ---- - __ ._- - - - CC -- - - _ _ - -- --- - - - - = ;SL06 - - - - __ _- ---- --- _T.__-T_ - --- -- - - -- X G� _. . - _ .. PERGOLA STRUCTURE __ I Inside Face - -- - - - -- — - ---- --- - -- - -- - _._ _-_ . ___- --- _ - - -= _- -- --- -- - - - - -- __ ___ - - - I --__ 1 -= -- O t- - - - - -- - - - ---- - - - - - --- -- --- ---- - - -- - - 1 Of Pool -{- . - -- -- --- - <_ _ _-. - - -------- .-_ - - -- -- - - - - -- --- ---- _-- - - - - I I -p -- --- -- -- - -- - - - - - --- - - - - - --- - - - - - - - - - -`--__ ----= Fa e ofT _--- -- - -- -- ~ - - SL04 - ---- - I I VETVTBING n I I o - - - I I — LO - __ _=_'_=____=____ _ _ _ _ __ -...__.__ __ __ . -_____ ____ ____-____-_ ___ ___. _. ____.. __. __. _ _._.__._.-. ___._ _ ._ __ _.- __- Found,Wall+Stud - - - - - _ - - — - - —_ --- O --- --- O - - - I __ -- - - - - ----------------- - - -- - --- - - - -- - r- - - I - - ---- - - - - - -- -_ PIZZA OVEN X - --- - -- -- -- - - - - o - ----------- --- --- --- -- --_- -- - - - - SL03 { ; I I r - - --- - -- - -- - - - - . . . I. 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RIDGE BEAM I,�" I I I-oul vvai Found,Wall+Stud � I �"I 71 Found.Wall+Stud 3/4'T+G CEDAR WOOD CEILING Found.Wall+Stud Found.Wall+Stud "I,,," I I �'I, , � / t 2�;�i 8 �V 1,1,;', 8�7 ",,'�,", I- - I Z, "I 12 -,I - , Found.Wall+Stud :��,ia- I I FLAT ROOF CONSTRUCTION ASSEMBLY � � - 411�11 I i I _� I I �,,,�',�, - ,,:� �:2e 0 ��/ I �t 1�1 I , ,I /, C)� I I — ROOF ID(TENSION CONSTRUI ASSEMBLY EPDM ROOFING MEMBRANE ROOF CONSTRLICTION ASSEMBLY I \ ;, t , / 8 \, �!;,/� ROOF CONSTR�CTION ASSEM" IL2 I \ �\'�-' � I - I ".j�_, ,� MY LU ASPHALT SHINGLES OVER COVERBOARD , i, ASPHALT SHINGLES ; I , ��_,� '(�� F ASPHALT SHINGLES =: 0� OV R ROOFING PAPER OVER RIGID INSULATION SLOPED TO DRAIN I ,��,, A71:15EAM "I ��1111/il, I I I OVER ROOFING PAPER +1 I i I I . � , I +1 I , OVER ROOF NJ PAPER (.) pi�� I ,, ,; ! j l N"� /111 ��, I I � , `\�� OVER 5/8 - MIN THICKNESS 2'(R VALUE 41-5,6 PER INCH), I I 1, OVER 5/8 PLYWOOD SHEATHING = " I 1: C,j(P) Ov R 5/8 PLYWOOD �HEA HING " I I" I �� I - -_ - - - �G 41z 111i � �_ OVER ROOF RAFTERS ,LU I I , I I � I I 1, I, Ii I LU , � \ , , I OVER ROOF RAFTERS , !;� OV R 2X8 ROOF RAFTERS OVER 5/8' PLYWOOD SHEATHING �1��Z_" , " ;,-<'! I I � W/R30 CAVII BATT INSULATION Il��i , _� 1�_, ,I ,I W/R30 CAVITY BATT INSULATION �_ I � : OD ROSS TIE, I r1_ I 2X10 ROOF RAFTERS _< ULQSED CELL SPRAY FOAJ INSUL. OVER 2XIB"ROOF RAFTERS I ,\ ,I I I I I I ; wb CLAD It i � - I -I I - 1) it i +RIDGE BEAM I I '. SEE STRUCTURAL DWGS I a ).ii I � It : it 11 11 � i � .�_'�,�/,, ; � (R6�El?INCH-MIN 7") CLOSED CELL SPRAY FOAM INSLIL I � , " , , - ,I ;I , " � � I 1 Tl I ,,\ w I I -MIN 7") 1 � 14'SUN TUIVEL/SKYLIGHT - ��,�,I I -L_�./, I 11'1�',�� , - �' I (R6 PER INCH , �),) 0 n- I 11 ,I -I - I i ,_1 I I ;ZT a-C,j OVER PTO, IX6 SHIPLAP WOOD CEILING i " ____1 �: Ili I r1_1 I, 'I Ii I � C�> � 2X 1 0 JOISTS I _._j 00 � 11 - I I = OVER STFUCTURAL RAFTERS I . -_ I � I\"��. , "I - - TYPICAL WALL CONSTRUCTION 11 TOP OF PLATE I 1: L _T l� ,� I` CD _�7 .16 -, LLJ �;�f . I 1�_ I i 4-1 G CEDAR CEILING TOP OF PLATE 00� A I -- ''I - �_, � - tIj + _J___�,�i -- - LU U 11Z31 I I I I, -D " I I", �. WOOD BOARD&BATTEN SIDING - -r-----:- i,,/ ,0� j A � .4 , �, L] m ;�-LI? . I I=—- i, � ) Ai,� / 77 L ' �' 31 1 . I - TYPAR RAIN SCREEN �I i I I — k ;�Al� �/� I� I I�1(',ii)�If i�t:It�1� �1 /�, ltl,�Il�t�/�I�i�J�Ah ��;��','��,,��il�l'�l�,�,'�,"L/'�;�/',A,��,,'�,/�/��ll',,I�/�/��/��',�l�)�)�i�//, -�__ I I 1L==="1 �� I I., .1 I _� I 7_11 � � � � � I VAPOR PERMEABLE MEMBRANE :- !� i� I! 11 11 �� I PI L WALL CON -" �I I L I �i,L"/Ivl 0/',I,,�[P,I�i�i - - - ... � � " i� 1111 �� 11 , . ,.� ` At I N . I " STRUICTION \ ;;z C',1:11, - - � I I 4 �11 -A 1� i � I ------- I - a I I - 1/2'"EXTERIOR GRADE SHEATHING .�Wk46Lr1'1UF1 E ---I-- ; i I I - - I I t I : I I -I I : - - ii � I � -�- f" 1 � , I I EXIISTING I I . I 0 � � � � 1 I 1; I 1, �I 2X6 STU DS @ 16'0.C. U.0.IN � I------- T'VIPAR �l SU �: : I I ROOF +CEILING . : I III I I;I 1: 11 I I ;� !I 1! �, 1� [ : : I - +1 I 11 I � � I [ +1 � 1. r_%IvII I - 1 I I I 1, I 1 � , I - 11 I! 11! 1 � I I !I . I = I " 1104j� 106A i Ill I 1! ,� I j I "w � STRUCTURE � I it ZN BATT INSULATION(R=21) ! : i VAPOR P NEABLE �E�� BRANIE I I � I I TYPICAL WALL CONSTRUCTION - : IN m � I I � . i 11 I - ; I- 11 , __ I I CD 1/2"' EXTE �0,?GRA SHEA ING I, C�l I i - I I I I I � I i I IL-1 t WOOD BOARD&BATTEN SIDING " I- __ ____ �_ l� i - 1 C14 1 ST U.O.N I I I � ! - -_I -- i I 11 I I I , � - ! 1 - I ',�� I ;! i I:� -L�_ I i� 2 :1 2X6 0 1)1 6'0, �I � - ___ , � I /\ I I 1 I! - - 11 � I I v I I I ;9;� , TYPAR RAIN SCREEN ;::�F I � : I I I . I : i ! i I -_ . - I L I 11 WOOD TRELLIS I BATT INSU ATIoN(r : �_, HR FIRE RATED WALL . / \ � � I I I I 1: 1, I - ') 11 I � i 1 1 � VAPOR PERMEABLE MEMBRANE (-) ;I,0 - � I i; �: - 1, . I +1 !I : i I - I � 'I i I - I ! �� 1/2"EXTE OR GRA �HEATHING!l ; i I 1 1/2"EXTERIOR GRADE SHEATHING TO HAVE 5/8"TYPE X GYP. -1 2,�a !I ! 1: t . 02 1 1 i � I I Op J I i I ;, I L. / . � \ � � ,I I �� (-\1 i ; +1 EN WOOD 8, ARID&By 77 EN!PORCH' i � CONTINUOUS TO ROOF � i[ i , 11 I 2X6 STUDS @ 16'I LI.O.N , !I. 10 +1 ; i 1! - +1 I i I ;11, I/ I = : �. I IL �� I +1 ; I � . � % &�q "I - � ; I - " / � I , [I I � I , � 1," I +1 I , i ZD ! I I I / "I , : - -PTD PLYWOOD R GARAGE) - 1, �, 11 , � \ = - I ./ lel, / I I! C14 I 11 : I ! I 1 1 BATT INSULATION(R=21) AS PER IRC-R302.6__� �� , L I , I I I � .( () , L9 ; 13 1 . . 0 ��E_ : I : �) I � . / \,7 I I It D 1 1 il �� I,- DI .� �: 1/2 , - C� S I [�) - . - I-) � 8 . 4 � t ii D103 = ES P�LH I � I i I � I I I �I I I 1� I I I - r - I L 1 : 1 I - - � j I , I I ; I � LzIll- � ,� ,� 1,��. I ,I I I 11 � �I I I � I I ( !_I,I �l �� 1 Ii I 1 !I :1! i� I 1 � ; 1 :i I I �� i� � �l l ! I I I i I i I " -_ : I � , ME AL _� W L� 11 �_ I I I I I I � �I WOOD OUTDOOR SHOWER 11 I - I - � - -C� 1_� , I ,t I . I THERM )' 6 �, , (COMPLIES WITH',015 1 11 !I - ;I I i � I I : , - - =)< , , t � -0 ENCLOSURE � I I I !, I - . 4 , , �, Elev, 100.6'(0'-0')-IIII , , �1 -_ .----------- - -__- -- -_�i I i � tn ,�,('-- 3 TREADS @ 9.75* /, I - I— I I ;) I � I � I i , I i i 4 RIS RS @ 7.25' L � ; � �l �� M 2A? �llf��- ��I '' L l - - � i, ,� -, � i I GARAGE SLAB ASSEMBLY I ----,- - - - -j-- -- -1 I.? : - ___ ----,--,- _____.________ � _ - -_ � -_ --.-- - FIRE RATE51 __ I --- IRC R311.7.5 -/ `_ --_ ______ 11 I ; - - I � I : -i ----------- ____ - - ' � - -'-DOOR- " --EPDXY COATED FINISH ON CONCRETE--------------- I----.-- EIi(I -LXiS7,1)g 1 tt Hr.1-in, \ I 'I �', T - , I � I � -I - ii t, I ! ��, -___ -,------- I I I I I . , �� .---- ___ -.---- I, - �- -I- +_- _ - -- - - _.___________._________ , __ -,------ -__ _ -_- ,--- ____ __- -_1 ._ __,_______ __ - _____ , __�_ __ � .-- �0 , L I I - .- ---OVER 4"REINFORCED CONIC,SLAB ----------____ LU �'=- i 1 1 i I I 1 I , � i! _ 1 ! � ______.__ - __ I -- I .. ____ -_ -------.- -_ -_ __- - � 1_4__ - � - - - ��! - I - i i; I I -R3 � .+ --- ____ ----.--_�-- V_ _w= 11 U I : !I -, �- .--- - -- - - -- I I-- ---------. .- ____-- - - - ------- ____ - . -L - OVER COMPACTED FILL --__-___.---_.- ---------- C/)l B 2 Ell 98 18'(-2'-5') 1 1 1 i ---. .- I -1 — I I ; 1 ___,--,--- __--..-I-__ .- ...__ -- � :__:_-_i _:�� OP_CF_SLAB_- _______ __ __ __ . __ -1 , � -, __ ; - -CID :� 7-- � - i� I �, � L_- �, � -:1 -- _1 -� - ---------- 1 47-� __ - 7.7 i - ----*: L I,I I - __- � I , , _ -__-___-__-___-.--.-____ . 1 -al -- � --_ - --.-- - __ -__W/6X6- 10/10 WELDEDWIRE MESH --.---- . -.--_-.--__-___-_ -______ 1� I �I , _ __ - - - �I 1. -4---- ' EIev4, 7-,85'-�-24)------:--:- -- -- I Elev�7 85!�-2�-9� �---- - 49-11 I-.--_-__- L.0 =CD _-, � , M I�I,> _ - -/Iq -1 I. __.- . - - - - .,. =i - _!�Fr_r,I-PuEh-------'___-_� - EM.--2'-t'-`119 - - - - - - __ _._.�._-- --- --r,--sc-,e-en-P�l---- II. __ - CD ___ - - ��=:_=:__=.-____-C 71 -��11, i� In"�1, . . 1. . I I 1- . .. I,- - 1_._-._77_1-_� IIF� =:=---7:==:==:==:--__-.=-- . 1.� � . . . . . . . . . . . . . . . . .__ . .... I i I I . . . ---_--__. J'. I . uc, =-�-EF&o C i- 1 I �-----4�-L_;__.-L�: 11 --L__-- -�__-I�__L I .___��'_ . � 1_____J1_ - 1______C i"�;JL�r,j,i .�L,��.'j_, -L' m"I'ni- V:H'v4_�,q�LLI�jtft.,� I � . . � -1-1- �,'1-11 �, e;Tacell --1 Dev-0.2-(-:1-4-i .. I '-du, Im, I !:I I - I I - --- i . _ -4 1 I I =j!I I I ____ � i i I 1 --- I: 4 � -_ It I -----I I +1 I I .. " Ili ''I ! - ___ -�� -__I I -1`17 i � I .. - ,, --d - - � -61- vT%w67_AZ%I , PX�M`651�1. i - . .., - " i I—. _____,_____ .��-;--��.--; I _____.__.________._ 0� 11 �!�,Pl 1 1�11L� � I 4 - -it -- I".'...."."I., " - - L OPENING IN EXISTING I , I " 11 .1'.,. =_ �1 1 --Ili I h-7�;I I�F� ;I�I F7-A 0 'IF ,I - ; tr" I i �i _- ___j --- ii�' '. -� :::=V�6�__X��-__-___-__= -FLOOR ASSEMBLY � I A,l'I 1,7i __ \ I 1,I,,� _1 I �=7_ 1 1 1 F==:I,1 1 1 -___ �Rm" � :. � I I I 1 77`�`t' ,I I T_= -_-T�' I WALL W/STEEL ANGLE , OR SHOWE --- : I I --' - , .. " WOOD 0 TDO I ill !; 1 -] CO I - � : --- - ITILE+SETTING SCREEN 1 PORCH:SLAB ASSEMBLY ! __ __ i I� I- SCREE IlPt RIC :I, 11 . _= TT -_ ____ -I-LI ..--:1 i j�__ ."; ___ :PLATFORM __ ___ I , ,- - - � : ___ , . ____ I -i -- LINTELS ��` CRAWL SPACE OVER 1/2"EXISTING PLYWOOD FL04R : I -_ - I- _ii -I--- - _1 It T�I I ;; - I � I - __L_ - WAL 1 . � I I . I - t-----i I TILE+SETTIN � L I _____ � co I .-I I ______I 1 III _j�i i;: --= ----1 I I -_- �ijj ., - iii - . . - I 1 A ---- :11'ill ---- � �;�� i� __ OVER 4"REINFORCED CONIC.SLAB=-I,J�� - .. I I . . ill .. .. __ - ,!,I - ii _--ilil ---I __ __1 - __ --I I ��____ �!i: 1� �I --- I l � -''- �I - -- � - !I: .. 1 I�1, - '', , --- EXISTING BRICK - W/6X6-10/10 WELDEDWIRE MESH_ , 1 - - � _:j�1 - ,. i tfl- ---- . , �j I -- -_ 9 1/2'TGI FLOOR JOIN OVER 4"REINFORCED CCI SLAB!� - T - i ill --li � ri - - �1 . !I W1 R30 CAVITY BATT INSULAT10N .4 1� ': I I -- __flij I _11 L_ I - 1� � , . � 1 VVI UAU- IU/10 WELDEDVIVIR _�, : a� �� - Ill i, - - . .. I �I - I I ._-__ 11�1 1�j I .. I ,. I - - - �--- ! - I I � OVER COMPACTED FILL----- � -___ - i i ------ lil I I------ I:- - ___ ; --- :I I .,. I _____III, � ____I _____I - �� ____ il -- I-LiLI-1- I L______ -_-I�i =1 h - - - - III .I I � I --_ ____ 1 1 - - -- tL _-��- � I -'' jil _r I!, -.I 1 I_ - I I'— --w,ll� - - , �I . � I IiIi :-:-_-!I 11 �--- ____ -_ - -_ I ____ 3 � - Hill I I I..�L h��i I 1� ___�iii� - :�, � - � ___ I .-R-1-1-- -[---1 -,-'--- I I --,,-ILL1 I L----I I 1 1 . IH� 1, ___I I I ___ ___ - - --- All: , - I 7 __ I - I LLILI I ;- � - !I �J r 11 I lj:�, -i�lI�'rE�I'llIT---Ill��[��-11�l��[:-----�'r,l��---:1,�ll�l�-------i��l�l ___-�!H�� -----Ill l�'�--�-,-�ll��l�[-----],�ll�l,�--:-'--�-��l��l�ll�[��ill�[��l��l�l��I - III �--1 11 III -_ il 'I VIP� W I i I I I CONCRETE FOOTING - INCRETE FOOTING-1�I I 1 1: ,,��7 -_ I 1: -_ -_ ; _��-- I __ Ilii- 'Til I I -_ ,�1;I-- I , I,I..'.,. 1 i - -� - I I ____ FOUNDATION WALL I , I I . I . I I 'I � �d '. . .. ...1. .. �, .. .1 I . � . . L . . I . . .� , 1 . T, 'i''ll-If�7__ -- -.--- i �-_----11jg---]j1j1I �1;, -1 . i �1� - I ....� -1 -� .. � . . I .. .. �1 .... - �' .. .. - - - . 7 R ,r-:, -I I I -___ - 7-r-1, I i L , -I � _-_ - � _____ii� I't-1 - illi: -Ill -1 - P�w ---L _117 I - --- L & 1, -, . I __�-:�� I I I'll, __�I� �--- ll ,�, - - I, -1:1 - __� r _�:-! - . ; - N ,,] I 1�----:-I, T:F_ k: �i__�____._]I t 1:1�_____-, 1�I !�'�* I I� __ ,�� I I i��[��111�T1 _�I_�Iijh I R 1w -I R� REINIF R ED- - �il III -___,IT I;W =11 i: � _: :'I' RCEIJ I I ____ i �_11___�l i �i A-_ _:ji Ill I= [, I= _ - - I I I __tll 17 CO i !Ili: - - -- li --li-Im _-Ij� _`,� PH- - � _ - - I =:] Iii �Ii I 11 I ___ I 11 I--- . 1! ;: � 11 _ - t ii " � � --- ! I MUDROOM- ENTRY - POOLHOUSE + OUTDOOR SHOWER BUILDING SECTION / ELEVATION 2 1 SCREEN PORCH BUILDING SECTION / ELEVATION — � ARAGE BUILDING SECTION / ELEVATION - r - l; l I - , i - -TIN SCALE: 114"= IV' - __ SCALE: 114"= I'10' - ALE: 114"= I'10" x I I I I I (�) (x) I I . I I . (�) Face Tof FmSe of (:�Face Of TC,e,nter of Center of lonf,I1Pd e F a c e + tT 11 ud I Face of P t Center of T 001 T1 nf�ipdoe E 0 C e Found.Wo +Stud 1 Found,Wall Found,Wall+Stud I I I I I Found.Wall+Stud +Footin I Post+Footin I Fost+Footing I 0 ol � I I I I I I I I I ROOF CONISTRUCPON ASSEMn1lLY L� - - - ----------------- --------,---- I I I I I I I I �I V1 _��L; - �r , tli 1 1� ASPHALT SHINGLES li� -�,;,�;(r �� ;�I/"!" ) � �i� �� !1,1V t; �j'�� it I ;� I � ; �i! i 1, �,�Ijq�� !I/'�/Ik !I/ � /I "'li lj�Ai ��j � �)�/�l ��t; � � �� 111w 1� , ! �(� L ( , � ,I �/ , i �, I �, ")( i'/ I � I ,r I , _ 1�t I I � I ''Ifl !�,, - I ( I I ' _�3 _; _�, 1,l`,,1k6 Vj L �)It�/'�,�`CV,v,_`4 !I , -) � )OIJU R,-; ; I �q - - , A I -i �� - � I I--,' , �/ ) � !, �",1 ,-o' � 1`(��f� )k )� � V I � I I, I I OVER ROOFING PAPER , vij�'; /V'Oi� �J��'�,'i �AMQ'�,r)��I', - �� -1 r�, , / � _) "); C/, 4`vi�,)Vi,��11 vJ "�v"i,lttfq�,/ . � -- : - OVER 5/8 PLYWOOD SHEATHING ji --- ,� �� i" I I IF FA�_Ijfljj, ) I ,1" 1-1 : 1'jil� I ()( i I I -_ _____ .:� I I I I I I I OVER ROOF RAFTERS �_,') I 1 4 1 �2 .---�__ I � -.1- � �, I I = W/R30 CAVITY BATT INSULATION _�� ______________4__I-------------T+G CEDAR CEILINl -- � ___ __--_--- ________ III q R 1jj_j_j_�_j__j � 1 1 11 I I I I 1 1 9 I I I L.J � � --.----___ -1--_-,____ --------- -4- --L� 11 - - ::-: -I -----T-------_ -_____ - ____ I :�E I ----- _______... _______�___-------- ____,_____ -------.--___________ __ ---------"--- I 0 __ ,, __ ____-I-- __A �.. -I� ---1 -1 rt� -_1111- - � I N x N N N N , N --- RIDGE BEAM i - I-11-___ , -.1 .- -, — __ = I I I I I I I I 1- -�_- .--- - I� I I 1-1. - --_ - - I I I I I I- 11 11 � - -4 _______ __- ".- __ - I 1111- , i I r , - ..........� �� —__1 - --.-------- __ I I I . ,� I I _____._ _______ -------.. __ -------- � I. I � --- 4X8 WOOD TIMBER RAFTERS . _� - I ;--I— I �_ -1- i I --- I I I---- -----.- ---- - I �, 11 11 ]� ,� I CROSS TIES W/PTD METAL PLATE - __ - I .. �11E __I..........- - ___11 ___- �- =�I [it It T7 � -I - - I � I -, -,-- -111 - Ii- � -- I- ---7:___,--j ,.7 _-- - __ I.. .1 1.r . I - I-�_� ,� .- I =� +;�Rrl 11 j 11 �1�L_ - _-�==-IF== I I �' I -__---____ --no -`__- - ______.__------- - �� --- i---- - - - I i [I 11 � I I _; NI'l -____ j - - Z :F I -11 ..Ill Il v �- - -_F_ 7 - �� __ . _�, I Ii 11 ________ -___ It I Ij Ill, I � !q� �__x I I \ 11 1\ , I 11 11 II 11 ,I 11 11 H 11 ,I 11 11 I� . ..._...11__ [=------1--- -----f __ __ ------- = __j__ , 1 _��_ _,___I, . __ __� Lj Lj "�= . 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FIN MANUF. # LU ------- -------- HEAD JAMB SILL HORZ/VERT LowE-VALUES :�j Lu ULTRA SERIES 103A 102A 101A :5j Lu CUSTOM U-VALUE SHGC 109A 105A Il Q- -j <!l ULTRA SERIES 132 �-_ DIRECT SET 100 INSWING ENTRANCE DOOR I CLAD PID 3' 15/8" 7'2 23/32' 3/A700 7/A700 2/A700 KOLBE UDX3070 0.31 0.22 ----DIRECTSET--- -------- :7 106A 104A ---- -- - ------------------------------ ----- ------ --- --- DIRECT SET 3' 15 6/A700 8/A700 3l 100A ---------- 100A I CLAD PTD DIRECT SET 31 7'2 23/32' 5l 7+8/A700 41A700 101 2 CLAD PTD ULTRA-IDS _S�0 KOLBE 0.31 0.22 Lu 0 r"i 101A DIRECT SET 2 CLAD PTD 3'-0" Ill 6/A700 8/A700 5/A700 &5 KOLBE ULTRA-DS 0.31 0.22 0 L'u, Lu 102 DIRECT SET 3'-0' 7'2 23/32' 51 8+9/A700 -DS 0.31 0,22 2 CLAD PTD KOLBE ULTRA < DIRECT SET 3'-0' 6/A700 8+9/A700 5/A700 CL 102A 2 CLAD Pi 1'9 114" ULTRA-DS KOLBE 0.31 0.22 103 DIRECT SET 2 CLAD PTD 3'-0" 7'2 23/32' 3/A700 7+9 SIM/A700 2/A700 DS 0.31 0.22 KOLBE ULTRA Ed Ld 2 CLAD PTD 1'9 1/4' ULTRA-DS CL U 103A DIRECT SET 3'-0" 6/A700 8+9/A700 5/A700 103 102 101 KOLBE 0.31 0.22 C`4 UDX3070 Lu co Lu :��E 41A700 INSWING DOOR 104 DIRECT SET 2 CLAD Pi 3'-0" 7'2 23/32' 5/A700 8+9/A700 0 < KOLBE ULTRA-DS 0.31 0.22 co C14 cl! < 105 Cj il W/ SCREEN 104A 100 106 104 C';4 CUSTOM --------- ------------ DIRECT SET 2 CLAD Pi 3'-1 1191/4" 6/A700 8+9/A700 5/A700 KOLBE ULTRA-DS 0.31 F2_2 LIJ (NO SCREEN i:_ - LU ULTRA SERIES 105 DOOR#109+110) INSWING ENTRANCE DOOR I CLAD PTD 3' 15/8" 7'2 23/32" 3/A700 7/A700 2/A700 KOLBE UDX3068 0.31 0.22 110 109 DIRECT SET (OPPOSITE SWING 105A DIRECT SET I CLAD PTD 3' 15/8' 1'9 114' 6/A700 8/A700 3/A700 KOLBE 0.3T 0.22 co ULTRA-DS DOOR#109+110) ------ ------ 106 DIRECT SET 2 CLAD PTD 3'-0" 7'2 23/32" 3/A700 7+9 SIM/A700 2/A700 ULTRA-DS KOLBE 0.31 0.22 - 106A DIRECT SET 2 CLAD PTD 31-01, 6/A700 8+9/A700 5/A700 ULTRA-DS 0.31 0122 - 1'9 114" KOLBE 91-01, 107 DOUBLE HUNG 6 CLAD PTD 2'4 1/2' MATCH EXISTING EXTERIOR DTLS-INTERIOR TBD ULTRA-DH 0.31 0,22 - KOLBE Nil-_ FRAME SIZE 108 DIRECT SET-ROUND 7 PTD PTD 2'0' 2'0" TBD TBD TBD KOLBE HERITAGE GEOMETRIC 0.31 0.22 - zo 3'-1 �/8l` 3 o" 3'-0" 3'-0" 3'-0" 109 INSWING ENTRANCE DOOR I CLAD PID 3' 15/8" 72 23/32" 3/A700 SIM 7/A700 SIM 2/A700 SIM KOLBE UDX3068 0.31 0,22 - J o I I: 109A DIRECT SET I CLAD PTD 3' 15/8" 1'9 114, 6/A700 SIM 8/A700 SIM 3/A700 SIM KOLBE ULTRA-DS 0,31 0.22 - % FRAME SIZE SOLAR LOW E W/THERMA PLUS (DS) FRAME SIZE 0 8�� 110 -SOLAR LOW WITHERMA (DOOR) INSWING ENTRANCE DOOR I CLAD PTD 3' 15/8' 7'2 23/32" uj A_ KOLBE UDX3068 0,31 0.22 -BLACK PERIMETER SPACE .... ----------- ------------- 7t AWNING 5 CLAD PTD 2'-8" 2'-0' 14/A700 13/A700 141A700 SIM -28201 -BEVELED 2-PIECE STOP(DS) ............ KOLBE KU 0.31 0.22 W -5/8'BEVELED PDL BAR,BLACK BAR IN GLASS 112 COMBO-CASEMENT 3 CLAD PTD 910, 5'6' 141A700 SIM 13l SIM 141A700 SIM ZD< KOLBE (3)KU E 156 0.31 0.22 Lu -ULTRA PURE WHITE(BLACK #109+110+109A), ULTRA CASEMENTSl Lu @) PRIMED WOOD INTERIOR -SOLAR LOW E W/THERMA PLUS 113 3 PANEL SLIDING SCREEN W1 POCKET 8 CLAD CLAD 177 9'51 4" SOLAR INNOVATIONS - - tn W 2 -4 9/16'JAMBS 21 BLACK PERIMETER SPACER 114 3 PANEL SLIDING SCREEN Will POCKET 9 CLAD CLAD 13'3" 9'51/4" SOLAR INNOVATIONS - - 21 -DARK BRONZE SILL(DOOR),NO SILL NOSING(DS) -5/8l' -NO CASING,NAILING FIN -SOLAR LOW E W/THERMA PLUS (DS) -COBEVELED PDL BAR AL BLACK EXTERIOR,PRIMED WOOD 115 T_ AWNING 6 CLAD CLAD 1'8" If 141A70-0-SIM-[-13/A700 SIM 14/A700 SIM KOLBE KU187 0.31 0.22 CD �5 -45 MM MULTI POINT LOCK,MATTE BLACK HDWR -BLACK PERIMETER SPACE INTERIOR Lu SL01 ELEC.+VENTED SKYLIGHT 9 CLAD Pi 3091/6' 54 15/16' SEE MANUFACTURER DETAILS-ASPHALT ROOF 0 -DALLAS HANDLE,KEYED ALIKE -BEVELED 2-PIECE STOP(DS) -4 9/16l'JAMBS-NAILING FIN VELUX VSE-MO8 0.54 O,24 SKYLIGHT-ELEC,+ VENTED+AUTOMATIC SHADE -MATTE BLACK DOOR STRIKE -5/8' BEVELED PDL BAR,BLACK BAR IN GLASS -ASHLAR HANDLE W/EURO HINGES SL02 ELEC,+VENTED SKYLIGHT 10 CLAD PTD 30 91/b" 54 15/16' SEE MANUFACTURER DETAILS-ASPHALT ROOF VELUX VSE M08 0.54 0.24 SKYLIGHT-ELEC,+ VENTED+AUTOMATIC SHADE -BLACK PAINTED ADJUSTABLE HINGES -ULTRA PURE WHITE,PRIMED WOOD INTERIOR -MATTE BLACK FINISH,CRANK HANDLE+COVER SL03 ELEC.+VENTED SKYLIGHT 9 CLAD PTD 30 9 1/6' 54 15/16' SEE MANUFACTURER DETAILS-ASPHALT ROOF -ULTRA PURE WHITE ALUMINUM SWINGING SCREEN(NO SCREEN#109+110) IMPACT RATED -4 9/16"JAMBS IMPACT RATED BACK ALUMINUM FRAME SCREEN, IMPACT RATED VELUX VSE-MO8 0.54 0.24 SKYLIGHT-ELEC,+ VENTED +AUTOMATIC SHADE -BETTERVUE FIBERGLASS MESH SCREEN -NO CASING,NAILING FIN -BETTERVUE FIBERGLASS MESH SCREEN SL04 ELEC,+VENTED SKYLIGHT 9 CLAD PTD 30 91 6' 5415/16' SEE MANUFACTURER DETAILS-ASPHALT ROOF VELUX VSE-M08 0.54 0.24 SKYLIGHT-ELEC.+ VENTED+AUTOMATIC SHADE ELEV. I COMBO-INSWING ENTRANCE DOOR + DIRECT SET WINDOW ELEV, 2 COMBO- DIRECT SET WINDOWS ELEV. 3 COMBO- (3) CASEMENT WINDOW-KUE156 SLI FIXED SKYLIGHT 10 CLAD PTD 37 371/2" SEE MANUFACTURER DETAILS-FLAT EPDM ROOF VELUX FCM-3737 0.54 0.24 ISKYLIGHT-FIXED SL06 FLEXIBLE SUN TUNNEL 11 CLAD Pi SEE MANUFACTURER DETAILS-ASPHALT ROOF VELUX14'SUN TUNNEL 0.54 1 0.24 ISKYLIGHT-FLEXIBLE SUN TUNNEL --------------------- -----if -------- ---------------------- ------- �_u CD ii--- -------- ----------- - ----- ------ --------- ---------- ---------- ------ 107 < w ILt. it I I J:�� `z <L 4 t III!' J 2'-8" SL04 SL03 ii': fff &I IW!T -- ------------ FRAME SIZE T111t. " ''! it ii-I 2'-4 1/2" ---------- IMPACT RATED Ilk,I t;:�;i� FRAME SIZE -ULTRA AWNING f ii III lit 2'-6 9/16" t it -BLACK PERIMETER SPACE -IMPACT GLAZING BEAD 4z Lu i� � -- Lu M ii t. I - ' i WHITE TRANSLUCENT LIGHT FILTERING -SOLAR LOW E W/THERMA PLUS -SOLAR LOW E W/THERMA?LUS 0 4 -ULTRA PURE WHITE,PRIMED WOOD INTERIOR BLACK EXTERIOR,PRIMED WOOD INTERIOR CD POl I POt ET Q -4 9/16'JAMBS -4 9/16'JAMBS,NO CASING,NO SILL NOSING < I: it! cl ELEV,9 VELUX VENTED ELECTRIC SKYLIGHT 0 ffi i!IP Y, I �i iiiif: i LU i I - NO CASING,NAILING FIN NAILING FIN -45 MM MULTI POINT LOCK,MATTE BLACK HDWR -STD MULTI POINT HARDWARE W/EURO HINGES 0 > 0 > -SQUARE SASH LIFT+TRAD SASH LOCK-BLACK -MATTE BLACK FINISH,ASHLAR HANDLE&COVER -BLACK ALUMINUM FRAME SCREEN -ULTRA PURE WHITE ALUMINUM BETTERVUE 0 0 FIBERGLASS MESH SCREEN -BETTERVUE FIBERGLASS MESH SCREEN .IMPACT RATED ��'1 IMPACT RATED ELEVA ULTRA SERIES DOUBLE HUNG ELEV. 5 AWNING WINDOW KU-28201 -, ��ii�� .1 V 3434 FIXED 14 - ------- --- LU IMPACT RATED -- - ------ -------- N Lu LU `P <U5 Of 17'-7't 13'-3't 12 3'-1 1/2" OVER FRAME WIDTH OVER FRAME WIDTH I II ---------- 131-0" 8'-8 3/8' ELEV,10 VELUX FIXED CURB MOUNTED-PITCHED -ULTRA AWNING Y-8` 2'-0" OPENING WIDTH OPENING WIDTH 4'-5" -SOLAR LOW E W/THERMA PLUS FRAME FRAME OPENING WIDTH OPENING WIDTH -COAL BLACK EXTERIOR,PRIMED WOOD INTERIOR OPE -4 9/16"JAMBS,NO CASING,NO SILL NOSING SIZE SIZE NAILING FIN ....... PSI i .......... -STD MULTI-POINT HARDWARE W/EURO HINGES IMPACT RATED L�� cm 75ZI i ZI -MATTE BLACK FINISH,ASHLAR HANDLE&COVER -BLACK ALUMINUM FRAME SCREEN STANDARD DOUBLE PAIN SOLAR INNOVATIONS-CHARCOAL ALUM SCREEN SOLAR INNOVATIONS-CHARCOAL ALUM SCREEN -BETTERVUE FIBERGLASS MESH SCREEN PRIMED WOOD INTERIOR+EXTERIOR BLACK-FRAME+TRACK BLACK-FRAME+TRACK LU VELUX- 14" FLEXIBLE SUN TUNNEL- LOW ELEV, 6 AWNING WINDOW- KU-18181 ELEV, 4 HERITAGE DIRECT SET ELEV, 4 3 PANEL SLIDING SCREEN Will POCKET ELEV, 4 2 PANEL SLIDING SCREEN W/ POCKET ELEV,11 PROFILE TGF LU EXTERIOR WINDOW + DOOR SCHEDULE ELEVATIONS 0 SCALE:3/8"= 1'0" co PTD EXTERIOR PTD EXTERIOR PTD EXTERIOR q HEADER AS SPECIFIED WOOD TRIM WOOD TRIM WOOD TRIM WALL ASSEMBLY 0 3/4' X 5 1/2 PTD VERTICAL T+G 5/8' EXTERIOR PLYWD 3/4"X 51/2"PTD SHIPLAP Lu HOUSE WRAP 51 1/2' EX 2 112' ::::) EXTERIOR PLYWD I'XI-1/2"VERTICAL BATTEN SQ INSWING ENTRY DOOR CAULK&BACKER OVER 114'DRAINAGE PLANE U> 0 FLASHING AS i W/SCREEN ROD TYP, DIRECT SET WINDOW OVER 1/2" PLYWOOD SHEATHING ATTACHED W/12D OVER 2X6 WALL CONSTRUCTION GALVANIZED PTD INTERIOR PLYWOOD �o -- DIRECT SET WINDOW WITH R21 CAVITY INSULATION NAILS 12'OC, BEYOND PLAN T WOOD TRIM 3/4"THK PTD WOOD TRIM OVER 1/2'GYP,WALL BID, I'X 12' WOOD BOARDS zo NORT CID DIRECT SET WINDOW ..............................._1-----n WITH 3/4" X 5 1/2 PTD VERTICAL T+G JE CAULK&BACKER ROD TYP. HOME SLICKER PLUS PTD WOOD TRIM ;o DIRECT SET WINDOW 2' TYPAR RAINSCREEN C14 1/2" EXTERIOR SHEATHING BLOCKING A PTD INTERIOR zo zo zo WOOD TRIM 314"THK HEADER 0- FLASHING - PTD T+G WOOD 7- &4 1 1/2" CEILING DIRECT SET - - WOOD TRIM J WINDOW 2 3/4't 49/ INSWING ENTRY DOOR BUILT UP(3)2X6 /WOOD PO LLJ W/SCREEN +1 BUILT U (3)2X6 DIRECT SET HEAD DTL, WOOD POST WOOD POST co U u cl�' SCALE: 3'11 C13 PTD INTERIOR co SHIM AS REQ'D Li WOOD TRIM 314-THK -CAULKING W/BACKER ROD u-i PTD INTERIOR 2'X 2"WOOD TRIM c WOOD TRIM 3/il THK i/ A C) Lu uj< 3/8" PTD INTERIOR DIRECT SET WINDOW 3/� 3/8' 61/4 3/8' _21 F 1 1 � I WOOD TRIM 3/4"THK Cl>N V_ PTD INTERIOR PTD WOOD TRIM WOOD TRIM 3/4'1 THK BLOCKING 10 0 ZZ3- 1 1 BLOCKING IL_u co riii C) INSWING ENTRY DOOR HEAD W/ DIRECT SET SILL DTL, BLOCKING r'l 0:� 1 -F SCALE:3"= 1'0` cli 14 AWNING WINDOW HEAD DTL, <<o C-0 SCALE:3"= 1'0" 0 INSWING ENTRY DOOR + DIRECT SET JAMB DTL, DIRECT SET TO DIRECT SET JAMB DTL, DIRECT SET JAMB DTL. 0) 77ti CAULK&BACKER ROD TYP, 7 8 Q!�� < Of SCALE:3"= 1'0` SCALE:3'l 1'0` SCALE:3"= 1'0" Lu> DIRECT SET WINDOW 0 p Lu zo CAULKING W/BACKER ROD TYP. :5;0 u-i co 1/2'PTD PLYWOOD 2 3/4"t 9/16' 1 1/2" 1/2'PTD PLYWOOD Z' OPERABLE CASEMENT WINDOW INSWING ENTRY DOOR 1"X 1-1/2'VERTICAL BATTEN 1 1/2' 3/8" Liio 1, 0 ATTACHED W/121D GALVANIZED 11 1 W/SCREEN WOOD SILL 5 DIRECT SET TO DIRECT SET HEAD/SILL DTL. NAILS @ 121 BEYOND INTERIOR WOOD TRIM Lo 114"t SCALE:3"= 1'0" 11 12 WOOD BOARDS Coll r,*Ooo INSWING ENTRY DOOR INTERIOR WOOD JAMB HOME SLICKER PLUS < 0 4 9/16' -1 TYPAR RAINSCREEN TILE FLOOR 9 3114"1 -4 9/16'- TILE FLOOR 2l' VAPOR PERMEABLE MEMBRANE 2 X 6 FRAMING e-' GARAGE SLAB WOOD TRIM < -1- PTD INTERIOR -WOOD REDUCER I - 1/2" EXTERIOR SHEATHING -- L)A FLASHING WOOD TRIM 3/4'THK 4 9/16" 1 1/2' STRIP 3/4' 11 C'S'I , DIRECT SET WINDOW HEADER ZN--2"X6" FRAMING Elev,-2'-1 d, Elev.-2 -0__-2'-0" -------- FLASHING HOME SLICKER PLUS TYPAR RAINSCREEN 1/2' EXTERIOR SHEATHING Entry- -Finis-h Entry Finish FLASHING VAPOR PERMEABLE MEMBRANE VAPOR PERM-ABLE MEMBRANE PTD WOOD TRIM PTD WOOD TRIM WOOD TRIM HOME SLICKER PLUS TYPAR RAINSCREEN FLASHING 1/2' EXTERIOR SHEATHING WOOD BOARDS Z A Z VVI,)',)L)TRIM--CAULKING W Elev 2' 4 Elev 21 PTD /BACKER ROD YX 1-1/2'VERTICAL BATTEN op WOOD ATTACHED W/12D 2'X 2"WOOD TRIM il 12"WOOD BOARDS Sfone Sfoo Stone Sto Seal TRIM I I X 1-1/2l'VERTICAL BATTEN GALVANIZED NAILS @ 12'0,C, BEYOND A ATTACHED W/12D GALVANIZED I -A A NAILS 12"O.C. 314' X 5 1/2 PTD VERTICAL T+G A A-700 im 10 INSWING DOOR@ GARAGE SILL DTL, INSWING DOOR @ GARAGE HEAD DTL, 12 INSWING DOOR @ GARAGE SILL DTL, 13 AWNING WINDOW SILL DTL. SCALE:3"= 1'0" SCALE:3"= 1'0" SCALE:3"= 1'0" SCALE:3"= 1'01, SCALE:3"= 1'0" SCALE:3"= 1'0" 2 INSWING ENTRY DOOR SILL DTL, DIRECT SET SILL DTL DOOR PANEL DOOR DETAILS REMARKS NO. TYPE HDWR FINISH MATERIAL QTY, WIDTH HEIGHT THICK, HEAD JAMB SILL o D100 A PTD WOOD GLASS 1 EXISTING EXISTING - - - - *-HARDWARE TO MATCH EXISTING HOUSE PASSAGE DOOR HARDWARE, DOOR TRACK GARAGE DOOR / - _� Q �u D101 C - WOOD WOOD 1 4'11" 9'41 2"± 1 1/2" 3/A701 2/A701 - POCKET DOOR PTD 2X6 TRACK PTD,2X6 i' `. i=z� D102 D - WOOD WOOD 1 2'8" 7'0" 1 1/2" 3/A701 SIM 2/A701 SIM - POCKET DOOR 1/2'PTD, - (� zN D103 B - PAINT Metal 1 2'10" 7'0" 1 1/2" - - - Mtl• 1-Hr FPSC PLYWOOD - - }W WOOD POST iYa D105 G - WOOD WOOD 1 2 8 8'0 1 1 2 6/A701 4/A701 5/A701/A701 7 A701 6/A701 CUSOPLAY TOM SLIDING 00 B OOR WITH ARN DOORCUSTOM APPLIED CLADDING I !-�`---- � 1/2'PTD PLY WD V o cel U 'I II / I' - I — ---_ -- -- ----- I 1 7- 1/2" EXTERIOR SHEATHING �w 4'-11"±VIF — 1"X 1-1/2"VERTICAL BATTEN GARAGE DOOR W/ _ ATTACHED W/12D GALVANIZED O �- CUSTOM WOOD -I VAPOR PERMEABLE NAILS @ 12'O,C. BEYOND - i 1 CLADDING I MEMBRANE' W o0, 1/2' EXTERIOR 1 1"X 12"WOOD BOARDS SHEATHING �,a 2'-10"±EXISTING OPENING VIF 2'-10" ) l / ; ) ` co - —_—_—_—_—_—.—. FACE O_F_STUD&_— _ fOUfJDATION WALL — HOME SLICKER PLUS 4TYPAR RAINSCREEN WOOD+GLASS // TYPAR RAINSCREEN HOME SLICKER PI I Iq ` N - VAPOR PERMEABLE MEMBRANE J z o _ / DOOR J Jo / / PTD FOOD N CUSTOM CEDAR 1"X 1 1/2"VERTICAL 2" 3/8" EXTERIOR WOOD TRIM O o ZD > / +� WOOD POCKET BATTEN ATTACHED z / DOOD PANEL - DOOR WJ12D GALV.NAILS 18'-0" o W 2" CO z / / v @ 12 O.C. HEADER AS SPECIFIED / o o _ co 1'X 12"WOOD __ o C D ^ ;� BOARDS LASHING �w Z -—- —-—----- -—-—-—-—-—-—-—-—- -—-—-—� -—- -—-—-—---—-—-—--- - - —-—- -—-—---—-—-—-—-—- -—-—-—--- T wCa) PTD 2X6 W uiz '+ \ \ _ EL,8'-0' Ar A o \ \ FRAME CD FRAMF OOD \\ WOOD - ra good o GARAGE DOOR JAMB DTL, OCD 4 SCALE:3"= 1'0" I z TYPE A HARDWARE TO MATCH TYPE B TYPE C TYPE D - 1/2" EXTERIOR SHEATHING SHI S REQ'D EXISTING PASSAGE IN HOUSE - -1"x 1-1/2"VERTICAL BATTEN 2"X " o0D TRIM D 100 D l 03 D 10 D 102 C POOLHOUSEDI INTERIOR T+G NAILS @HED O C. BEYOND 17'-0'DOOR SIZE do 5'-0" DOOR SIZE 1 1/2" 3/8" 3/8" 1 1/2" 1"X 12'WOOD BOARDSz a GARAGE DOOR W/CUSTOM 4'-0" OPENING SIZE 2X6 2X3'S � WOOD PANELS - --- - HEADER � _ _ - _____________- " _... - 'I SHIM AS REQ'D-� --- c --- - �_ 3/4" X 51/2 PTD VERTICAL T+G WOOD 4 PANEL SLIDING DOOR '' PLYWOOD `V ' @ POOLHOUSE INTERIOR _ GARAGE DOOR- . N t,,r-li Lu ----- ----- - T�l - -- W/CUSTOM APPLIED HARDWARE&TRACK o Lnj WOOD CLADDING SLIDING CEDAR " � � PTD WOOD CASING Lu o DOOR z o - - -- - — -- - - -- z 8,0. �O,�HFFF�D C? - ; Lz o t„ GARAGE DOOR - — LL' TRACK °O O 1//2'EXTERIOR o w GARAGE SLAB Q I\' SHEATHING 1/2" PLYWOOD PLATE SLIDING D00 _ 1"X 1-1/2"VERTICAL 2" 3/8" DOOR CARRIER +- - BATTEN ATTACHED -�' — AND TRACK. GUIDES , , W/12D GALV.NAILS MOUNT AS PER -------�- - @ 12"0,C, WOOD TRIM _MANF r_565I L o 0 4 0 iLl iEi LL _iLL_it1iE1 1"X 12'WOOD O O ----- - BOARDS O O' ) I O TYPE E Oo °000 0 00, oa D D 104 D 105 NOTE; SHIMI TRAC OD, O . o 0 AS REQUIRED, O 80aoo 0 A , . .Q DOOR SCHEDULE + ELEVATIONS 2 POOL HOUSE POCKET DOOR JAMB DTL, 3 POOL HOUSE POCKET DOOR HEAD DTL. 5 GARAGE DOOR HEAD + SILL DTL, SCALE;3/8"= 1'0" SCALE;3"= 1'0" SCALE:3"= 1'0" SCALE:3"= 1'0" 1"X 1-1/2"VERTICAL BATTEN ATTACHED W/12D 1/2"PTD PLY WOOD GALVANIZED 1 6" WOOD BARN DOOR 6" FLAT TRACK ABOVE NAILS @ 12"O.C, BEYOND VAPOR PERMEABLE MEMBRANE BATT INSULATION - - 1/2'EXTERIOR SHEATHING - - w i/2"PTD PLY WOOD , L - - '� _ 1'X 1-1/2"VERTICAL BATTEN HOME SLICKER PLUS - ATTACHED W/12D GALVANIZED o TYPAR RAINSCREEN NAILS @ 12"O.C, BEYOND o FLAT-TRACK BARN DOOR - - HARDWARE - - _ 1"X 12"WOOD BOARDS ATTACHED TO HEADER THROUGH FLAT TRACK BARN DOOR HARDWARE -------__---- TRIM BOARD WITH LAG BOLTS AS SPECIFIED NEOPRENE GASKET o �LLJ F-- 3/4'X 3/4"X 51/2"WOOD BOARD ._ 2"X 6"FRAMING - ---- ---- -- - ---- --- - LINE OF WOOD _ o ------ - - TRIM ABOVE \ \j HOME SLICKER PLUS TYPAR RAINSCREEN PLAN 71II NORTH U� Il/2IEXTERII iSHEI Ti ING N UE TH 2"X 2"WOOD TRIM DOOR SWEEP J I 1/2"PTD PLY WOOD W WOOD TRIM U z W + � z 7 SHED SLIDING DOOR JAMB DTL, ,Luo 0 SCALE,3"= 1 0 Lv w 3/4"PLY WOOD FLOOR w BARN DOOR WOOD THRESHOLD 10 z LL; LU C) o QQOLu C) <1 0 �0 DOOR GLIDE -F 0 0� Lv o STONE PAVER ----------------- W SET ON GATOR DUST z � o &COMPACTED \Q eE GRAVEL 1 1 L I I Y w � •.l ', I I ' - -_ --------_- - -- ------ - ---- N }t? ---------- - -- 9�` X43 9� O •, F ;li Eby . a L F Seal _ �� TT i - - �- - 1 :� - --- --- - 1M.1 --- 1z 1 1 1 � -I - 6 SHED SLIDING DOOR HEAD + SILL DTL. A-701 SCALE:3"= 1'0"