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HomeMy WebLinkAbout1000-78.-5-13 OFFICE LOCATION: ®�t®f So MAILING ADDRESS: Town Hall Annex ® P.O.Box 1179 54375 State Route 25 9 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 ® Telephone: 631 765-1938 cou LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 11, 2023 Re: LWRP Coastal Consistency Review for 225 WILLIAMSBURG DRIVE, LLC, c/o WILLLIAM TOTH SCTM# 1000-78-5-13 Jeffrey Patanjo on behalf of 225 WILLIAMSBURG DRIVE, LLC, c/o WILLLIAM TOTH requests a Wetland Permit to remove and replace 101 linear feet of deteriorated timber bulkhead in-place with new vinyl bulkhead including two 16' vinyl returns on either side of existing 14'x16' wood ramp which shall be replaced in-place and in-kind utilizing untreated timbers; construct a new 4' wide by 40" long boardwalk on-grade with untreated timber decking; install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the bulkhead; install a proposed 14'x24' in-ground pool with 12" bluestone coping on grade around entire pool (no patio); install pool enclosure fencing with gates; install a pool equipment area and a pool drywell for backwash; demolish existing 58.4'x24.4' dwelling and garage, leaving existing foundation and garage slab; construct a new 58.4'x24.4' two-story dwelling in existing foundation footprint with attached garage on existing slab; construct a 20'x23.9' single story addition on south side of dwelling; construct a 16'x20' covered porch with second story balcony above on south side of dwelling; construct a 5.9'x20' front covered porch; replace existing conventional sanitary system with new I/A style sanitary system landward of dwelling; and install gutters to leaders to drywelIs to contain roof runoff. Located: 145 Williamsberg Road, Southold. SCTM# 1000-78-5-13 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on.the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP provided the following is considered to meet policy 6. 1. Maintain the existing trees in and near the buffer. 2. The use of turbidity controls. 3. The minimization of CCA treated materials. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney I Town of Southold RECEIVED ,MU CONSISTENCY.ASSESSNIENT T'ORM OCT 0:6 2023 A. INSTRUCTIONS sout o d Town Planning Board L. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of.consistency. *Except minor exempt actions including.Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the.Town of Southold Local Waterfront Revitalization Program; A:..pWsed::.action::will be: sy " as to its -siggifigant beneficial and g&=effects:u on.the co area 'ch includes:all of S old Town 3.. If any question in.Section C on this form is answered "yes" or "no", then the.proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus each,anix.er must be.,e lamed in.detail listin .-both.su ortin .and non- siaDAorting facia:. If an.action cannot be certified as consistent with the LWRP policy standards and' MI conditions, tt; ise_undertaken. A copy of the LWRP-is available in the fallowing places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM#.78 -.,5 ." 1 3 1, � PROJECT NAME 2?5 Williamsburg Dr. - Southold The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees.❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a.) Action undertaken directly by Town agency(e.g.capital ❑ Conshvction,planning activity, agency regulation,land transaction) N Financial assistance(e.g.grant,loan,subsidy) �J (c) Permit,approval,license,certification: Lr t Nature and extent of action: See attached description RE: 225 Williamsburg Drive, LLC c/o William Toth Project location: 225 Williamsburg Drive—Southold Project Description Remove and replace 101 LF of deteriorated timber bulkhead in same location as existing with new vinyl bulkhead including two 16'vinyl bulkhead returns on either side of the existing 14'X 16'wood ramp which shall be replaced in kind to match existing dimensions utilizing all untreated timbers;construct new 4'wide X 40' long boardwalk on grade with untreated timber decking; install and perpetually maintain a 10'wide non-turf buffer along the landward edge of bulkhead; install a proposed 14'X 24' inground pool in rear yard with 12" bluestone coping on grade (no patio) around entire pool and install pool fencing per code as shown on site plan, pool equipment to be located on south side of proposed dwelling, oversized drywells provided for pool wastewater; demolish existing 58.4'X 24.4'dwelling and garage, leaving existing foundation and garage slab; construct new 2 story dwelling in existing footprint with attached garage on existing slab,construct 20'X 23.9' single story addition on south side of residence; install 16'X 20'covered porch addition with second story balcony above on south side of residence; construct 5.9'X 20'front porch and replace existing conventional sanitary system with new I/A style sanitary system in a new landward location. ` S E P - '1 2023 Location of action: 225 Williamsburg Dr.-Southold(aka 145 Williamsburg Dr.) Sitetearge. o-3a Present land use: Res . Present zoning classification: Res 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:.225 Williamsburg Drive.LLC c/o William.Toth (b) Mailing address:1003 Miller Farm Rd.,Staunton,VA 22401 (c) Telephone number:Area Code _516-807-811e (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ✓❑: Non." If yes,which state or federal agertcym NYSDEC C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEYE:L.OPED.COAST.POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. aYes ❑ .No ❑ Not Applicable Project is consistent with neighboring homes and makes beneficial use of property to protect against erosion and loss of land ,.. ... ... Attach additional sheets if.necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes 0-No Not Applicable No effect Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes[] No 7✓ Not Applicable 1�o effecf Attach additional sheets if n;cessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures,and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria �✓, Yes No Q Not Applicable Project protects against loss of valuable property and damage to subject and surrounding residences. Attach additionafsheets ifnecessary. Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ED Yes 1:1 No ��- Not Applicable No effect Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. EYes M ❑✓ Not Applicable No effect - Attach additional sheets.if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. .a. Yes E]NoZ. Not Applicable No effect Attach additional.sheets Rnecessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LNW Section In—Policies; Pages 34 through 38 for evaluation criteria. Yes 0 No Not Applicable No effect _ PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. Ye[] No E Not Applicable Project provides for access to waters for fishing aril recreation activities as the intended use of property Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. []Yes No Not Applicable No effect Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See.LWRP Section III.—Policies; Pages 57 through 62 for evaluation criteria. I Yes No W3 Not Applicable No effect Attach additional-sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. Yes R No F- Not Applicable No effect, Attach additional sheets ifnecessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III Policies; Pages 65 through 68 for evaluation criteria. Yes No. Not Applicable No effect Jeffrey Patanjo TITLEAgent o$'2si2s PREPARED BY .... :... .: DATE S.C.T.M. NO. DISTRICT: 1000 SECTION: 78 BLOCK: 5 LOT(S): 13 SHEET 1 OF 2 SEE SHEET 2 FOR SANITARY DETAILS AS PREPARED BY: NICHOLAS MAZZAFERRO PE NYS LISC#057095 PO BOX 57 GREENPORT , NEW YORK 11944 PHONE: (516)457-5596 EMAIL- NICKMAZZAFERROOVERIZON.NET / / / 4?O Typ $CRICAL SILT B SECTION .. V GEOTFXfILE FADWC SUPPORT POSTS EL 62 � WOOD OR METAL S, (�• \'_ �� FLOW DIRECTION p, V EXCAVATED AND SILT FENCE O QJ0 9AClTFlI m TRENCH / b •q PIPE �\ EIDSRRC GROUND / d Bi co Ap / �� s90 1 �° `� O O pS EXP 4 V UP LP EL 6. o\v,h� / '� U.P. EL 6.5 LP u, Lp LP 3 / �� EL 6.2 LP / FU N CEN61.0'S / V p� 'P L EXP D D Z CON LPANEL / A0Z v AIRSU OSETOOWTS 00 ANDAIR P ,q / `Ali q1 STD T SCH 4 EL 8 3 ELECTRIC S E *C 4 '�7y73 PVC VENT PIS ��2 TO CONTROL P -160 _ 44 :•:::::::::::::.:.. GO /atT• \EL 5.4 00' _ . :::::... CP08'DIAXWDEEP DRY WE1LCE �O % , r v d / t0_16ry ro�,'.....�'' X,tWit• EL 8.1 ELIa7 ti ar` f°Iy n' .. aDDmory � ��� r:y,.. �� PROP. ���� :�� 'y�y:x,K�ry °Wald cons etp O 8 5 6' %:'%��i3b;� Yw� a removesROP. ) EL 5.7 1� EL 8.5 4'X5P OUTD009 / tiaa O., SHOWER r„ �O 3 a JdL bay to be re d p 1� y 0�6 p O DRY WELL ��1 i J EL 6. QJ �y 8'DWT5'DEEP /O / m o _ PROP. 7.5 -= 0 m �% 3 X40' WOOD WALK ELEV. 6.5 Gtio,;o,- Y�� ON GRADE OL SANDY LOAM 0.8' / \7 POOLP<ENCE / ti� SM o�SAND 2.0' NYSDEC LOT COVERAGE BUILDABLE AREA: 13,877 S.F. 20% MAX or 2775 S.F. / EL 5 5 MEDIUM SP SAND DWELLING W/COVERED PORCH, STOOP & BILCO=2,295 S.F. / & SWIMMING POOL- 336 S.F. GRAVEL 6.4' OUTDOOR SHOWER: 20 S.F. WATER IN WATER ELEV 0.1 WOOD WALK: 120 S.F. Sw SAND HIGHEST EXP. 2.0 TOTAL-,2771 S.F. or 20% & GRAVEL TOWN OF SOUTHOLD LOT COVERAGE BUILDABLE AREA: 13,877 S.F. DRAINAGE CALCULATIONS. DWELLING W/COVERED PORCH, STOOP =2,271 S.F. SWIMMING POOL- 336 S.F. DWELLING IN/COVERED PORCH-2,220 S.F. 2220 x 0.166e367af REQUIRED 13' TOTAL• 2607 S.F. or 18.8% (2) 6'DrA x 5' DEEP DRYWELL-442ef PROVIDED DEC. 15, 2022 "WOVERSGED FOR POOL WASTE WATER"* K. WOYCHUK LS � � ,, � 4 Imo' �I � 1 E;' G APR 2 6 2023 FLOOD MAP#36103CO166H THE WATER SUPPLY, WELLZ DRYWELLS AND CESSPOOL ADD ELEVATIONS 03-06-20 ;�;; ,.;,:,;:;1" ` '— LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS tinald of:rus:a AND OR DATA OBTAINED FROM OTHERS AREA: 14,726.95 SQ.FT. or 0.34 ACRES - ELEVA77ON DATUM. NAVDHH UNAUTHORIZED ALTERA770N OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC71ON 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC710N OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: 225 WILLIAMSBURG DRIVE LLC; MAP OR: FIRST AMERICAN TITLE INSURANCE COMPANY; FILED: SITUATED AT. SOUTHOLD TowN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 17-186 SCALE: 1"--30' DATE:JAN. 16, 2018 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert T. Hennessy r!c Kenneth N. Woychuk •� p' s h '.f � may..-;•w/ �'w z �y �--'��_ "r��, �, _ - �, Well, w.S. � t � � s •�h � tom..¢.` ` ' - • • 1 ,� �, r� .,��- � ,�:,, �,. � � � �,`�1 �� � `' , _ ,�� _ � +� kp� J G I,• 1 t ..-i.�.yy, - - � �. Y � s. y.' � _ ts_' � '' '1�� 1 ,_. .� r, yt a:_ y� r � .s �� y`� "'.�} '' �'�^',� "���~`'"`' yet�,.'Y;�P, na � ''� e • • 1 $Jl ' �,! � �\ �� j. y{ .�-_ _ .Y, s �- :3 7e. � � � DJ.,B.Bi _ p y .:• - ... r._ : :naTCH -. 9E 5< i... : ., x a- SLEEPY HOLLDW �m-0. �• d fB r, D.f 14'io.m\ s ;o a oxa-oJ p` 1te� -•Bur :.'u r ; rDrn.6 mac • uki S f _,f `� �,'✓.•- 103 a-xB ia. r� !. 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A «m• �«m ,B„wa J��,H�o 078 n..w :...: y,e. mmran wnnrlH rtwr.Bo+ TK ,® -- 8 °' 1� ,ine:N -Cus .A ter. Indian Clear PROJECT N410 ;.� -.�. _ , ,f:= LOCATION aq- ✓ fir"' r ' ! II a/ o r RESIDENCE PIER LINE SHOWN FOR PROPERTY TO NORTH ONLY AND PROPERTY TO SOUTH OF NEIGHBORING dyl�e� k N Bayview.Rd'E VACANT LOT. NO FURTHER SEAWARD PROJECTION OF y Rd xte. / HOUSE FOR THIS PROJECT. NO SCENIC VIEW 1 ao r OBSTRUCTIONS HALL EXIST. r Ba}rView SILT FENCE G �1 Q f ] ��b'b , NYSDEC LOT COVERAGE r ayye r. w�a �' pF PROPOSED SANITARY r BUILDABLE AREA. 13,877 S.F. LEACHING SYSTEM 20% MAX OR 2775 S.F. aau 1hln 9 - LP PROPOSED FUJICLEAN CEN5 I/A TREATMENT Waters U.P. / LP LP PROPOSED 3.5'X3.5' AC UNITS (TYP-2) L LP HOUSE WITH COVERED PORCH, LP DRYWELL DEMOLISH EXISTING HOUSE AND STOOP & BILCO: 2,358 S.F. 'g,' OP 8'0, ' DEEP CONSTRUCT PROPOSED 2 STORY SWIMMING POOL: 336 S.F. PROPOSED � HOUSE OVER EXISTING FOUNDATION WOOD WALK: 75 S.F. PROJECT LOCATION MAP I U.G. UTILITIES o _ �OpO EXISTING FOUNDATION TO REMAIN TOTAL: 2,769 S.F. OR 19.95% STO Qo ,' `, � ,� WITH NO SEAWARD PROJECTION OF ^� F �o' �,, `FiyC PROPOSED HOUSE LOCATION N.T.S. PROPOSED FIR TIMBER TOP CAP � /6 t�r• c�, (�+ '00• PROPOSED 14' LONG 10' BUTT / PROPOSED 3'XB' O.C. �q F3 cFRgcF 8¢. 0 CCA TREATED TIMBER PILE, 6' REAR WALE � PROP. STEP�'4Yq/ ?¢' F(Sry HOU 5 oOQ REMOVE AND REPLACE EXISTING 16' BULKHEAD RETURN III PROPOSED 6•x6• CCA .1' X 2.3' 's� ���/� --------------------- - TOP & BOTTOM WALE PROPOSED 4' TALL REMOVE AND REPLACE EXISTING 14' x 16' BOAT RAMP °--------------------- - t b `a 'I'S3, ti o AR ¢4' ' POOL FENCE / IN SAME LOCATION AND DIMENSIONS AS EXISTINGVA �O v�•/ 011, s H qQ Op Op I /PPN MTE MAX El.M�0 4 �� /T/O,y o^ REMOVE AND REPLACE EXISTING 16' BULKHEAD RETURN I l ?i> EXISTING BULKHEAD I DEMOLISH EXISTING GARAGE 9: < M.H.W. & M.L.W. ALONG FACE OF BULKHEAD PROPOSED a'TIP ccA M BE REMOVED IN AND RECONSTRUCT IN SAME E° �¢ LAY—LOG PILE � ENTIRETY, PROP. COVERED APPROIGWTE MLW EL 0,U EXACT LOCATION PORCH 5.75'x20'�`O �6�; o PROPOSED 101 LF VINYL BULKHEAD PROPOSED 8'TIP CGA PILE, 6' N �Qo IN SAME LOCATION AS EXISTING D.C. s' LENGTH. BOLTED TO PROPOSED POOL EQUIPMENT - Qo C� LAY—LOG WITH 3/4' R IV LONG CLOC PROPOSED 10' WIDE NON-TURF BUFFER GALVANIZED THRU—BOLTS. ��SPOOPOSED 00 VINYL SHEEnNG PROP. COVERED PORCH �� 4��� PROPOSED OD LONG . DW. WITH 2ND FLOOR BALCONY � ��'�' �, REMOVE EXISTING 3 X 40' WOOD DECK AND REPLACE POOL & ROOF DRAIN WITH NEW 4' X 40' WOOD DECK IN SAME LOCATION GALv. TIE Roo, e' o.c. DRY WELL 8'0, 5' DEEP SSS, PROPOSED 14' X 24' IN-GROUND SWIMMING POOL "WITH 12 WIDE BLUESTONE COPING AROUND PERIMETER , VACANT PROPERTY s NO STRUCTURES ;� 2s r3 TYPICAL SECTION 9 110� �,.` ��fI N.T.S. PIER LINE CONNECTING I' �' SEE 2 920al PROPERTY OWNER: ; cN I TO HOUSE TO SOUTH 225 WIWAMSBURG DRIVE, LLC C/O WILLIAM TOTH q 1003 MILLER FARM ROAD BULKHEAD PERMIT PLANS SCALE: / ec a rd:aTlu:, ;;>; STAUNTON, VA 22401 AS NOTED 0 NOTES: - PROPOSED PLAN, SECTION / DATE: 1. ELEVATIONS REFER TO N.A.V.D. 1988 DATUM PREPARED BY: & LOCATION MAP 4-23-23 �'� 2. PORTIONS OF PLAN FROM SURVEY PREPARED BY: JEFFREY PATANJO 225 WILLIAMSBURG DRIVE 6-8-23 P.O. BOX 582 (ak8-23-23 PLAN KENNETH M. WOYCHUK LAND SURVEYING, PLLC BOHEMIA, NY 11716 SOU THOLD, TOWN OF SOUTHOLD WILLIAMSBURC DRIVE) 9-25-23 � OU SCALE: 1"=30' LATEST DATED JAN. 16, 2018 631-487-5290 SUFFOLK COUNTY, NY SHEET: JJPatanjo®gmail.com TAX MAP NO. 1000-78-5-13 1 OF 1 DIVISION-01-GENERAL CONSTRUCTION 12. FLASHING TO BE INSTALLED AS FOLLOWS: REVISIONS a. AT WALL INTERSECTIONS WITH THE ROOF. 1. THE GENERAL CONDITIONS,AS WRITTEN HERE,SHALL APPLY TO THE CONTRACTOR AND ALL TRADES AND SUBCONTRACTORS HE MAY EMPLOY IN ORDER TO PERFORM OR COMPLETE THE WORK IN ALL OF ITS PARTS.IT IS ALSO h. AT PARAPET WALL PENETRATIONS. 1 INTENDED THAT THESE GENERAL CONDITIONS APPLYTO ALL MATERIALS UNLESS SPECIFICALLY NOTED OTHERWISE WHEREVER ROOF CHANGES SLOPE OR DIRECTION. 2 ALL WORK SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEWYORK STATE(PUBLICATION DATE 2019),2020 ENERGY CONSERVATIDN CONSTRUCTION CODE OF NEWYORKSTATE(ECCCNYS RESIDENTIAL PROVISIONS)AND 13• ALL OPENINGS TO BE PROPERLY FLASHED AND PROTECTED. THE REQUIREMENTS OF ANYOTHER CODES AND AUTHORITIES HAVING JURISDICTION. 2 3. ALL MOD FRAMING&ANCHORING ON PROJECTS LOCATED WITHIN THE 130 MPH WIND ZONE SHALL BE INSTALLED AS SPECIFIED IN THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE&TWO STORY FRAMED DWELLINGS 14. COPPER PANS TO BE INSTALLED UNDER ALL EXTERIOR DOORBWNDOWSILLS. (ANSUAWC WFCM"2018)USING THE PRESCFUPTIVE DESIGN METHOD. pMS10N•OB•OPENINGS 3 4. ALL WORK SHALL CONFORM TO TABLE R3111.2(1)CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA S. THESE DRAWINGS AND SPECIFICATIONS HAVE SEEN PREPARED BY OR UNDER THE SUPERVISION OF THE UNDERSIGNED AND DO,TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE,INFORMATION AND BEUEF,MEET THE DMSION-O9"FINISHES 4 REQUIREMENTS OF THE CURRENT UPDATE OF THE NEWYORK STATE ENERGY CONSERVATION CONSTRUCTION CODE PLEASE REFER TO ATTACHED RESCHECK COMPLIANCE CERTIFICATE ELSEWHERE ON THE DOCUMENTS. & IF EXISTING STRUCTURES TO BE RENOVATED WERE CONSTRUCTED PRIOR TO 1978,CONTRACTOR MUST PROVIDE CERTIFICATION OF LEAD PAINT ABATEMENT,COMPLYING WITH THE EPA'S LEAD:RENOVATION,REPAIR,&PAINTING 5 RULE. 1. ALL GYPSUM BOARD FOR NEW WALLS TO BE I2'THICK CEILINGS TO BE SI3-THICK UNLESS INDICATED OTHERWISE ON PLANS.SCREWAT B'O.C.AROUND THE EDGES AND I O.C.IN THE FELD.SCREWATTACHMENTS OF 7. CONTRACTOR TO PROTECTALL MATERIALS,EXISTING CONDITIONS TO REMAIN,AND NEW CONSTRUCTION AS REQUIRED BY GOOD CONSTRUCTION PROCEDURES.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED BY RAIN SHEETROCK TO PENETRATE MOD STUDS AT LEAST SfW,AND METAL STUDS AT LEAST 318'.TAPE AND 3 COATS OF SPACKLE AND SANDED READY FOR PAINT(SAND TO AFINISH).ALL EXTERIOR CORNERS TO HAVE METAL STRIP 6 CORNER BEADS NAILED OR SCREWED AT 4'O.C. OONTRACTORTO BE RESPONSIBLE LCONSTRUCTION. 2. ALL FINISHED AREAS OF BASEMENTS ALL BATHROOMS TO HAVE MOISTURE RESISTANT SHEETROCK(GREEN-BOARD)INSTALLED ON WALLS&CEILING,WITH WATER RESISTANT DUROCK OR APPROVED EQUAL,IN WET AREAS. B. CONTRACTOR TO BE RESPONSIBLE FOR PROVIDING&MAINTAINING TEMPORARY TOILET FACILITIES FOR ALL WORKMEN. 7 S. CONTRACTOR TO BE RESPONSIBLE FOR PROVIDING CONSTRUCTION TELEPHONE SERVICE FOR 3. INSTALL 518'TYPE'X'SHEETROCK ON WALLS&CEILING OF BOILER ROOMS AND GARAGES. ALL TRADES IF ADEQUATE WIRELESS SIGNAL IS NOT AVAILABLE 10. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY.CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING TO INSURE PERSONAL SAFETY AND MINIMUM STRESSES TO STRUCTURE DURING CONSTRUCTION. DIVISION-10"SPECIALTIES 11. PROJECT TO BE KEPT WE,CLEAN AND ORDERLY DURING CONSTRUCTION.CONSTRUCTION DEBRIS TO BE CARTED AWAY BY GENERAL CONTRACTOR AT APPROPRIATE INTERVALS IN ACCORDANCE WITH LOCAL REQUIREMENTS. DMSION-II-EQUIPMENT 3 ? AT COMPLETION OF PROJECT,GENERAL CONTRACTOR TO BROOM CLEAN ALL AFFECTED AREAS,VACUUM DUCTS,INSTALL NEW FILTERS ON HEATING AND AIR CONDITIONING SYSTEMS AS REQUIRED,CLEAN ALL WINDOWS,GLASS, Q W ?+ SCREENS,AND SKYLIGHTS INSIDE AND OUT.EXTERIOR TO BE STEEL RAKED LEVEL AND ALL DEBRIS CARTED AWAY.CONTRACTOR IS RESPONSIBLE FORALL SITE CLEANUP RELATEDTO CONSTRUCTION. ISM 12. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING DUMPSTERS ON SITE TO ENSURE ALL GARBAGE AND DEBRIS IS CONTAINED AND REMOVED FROM SITE IN AN ORDERLY FASHION.DUMPSTERS TO BE RACED INA DIVISION-12-FURNISHINGS Z Q LOCATION APPROVED BY THE ARCHITECT OR HOMEOWNER PRIOR TO ARRIVAL TO SITE J G 13. CONTRACTOR TO PROVIDE CONSTRUCTION FENCING AND EROSION CONTROL FENCING AS INDICTED ON SITE PLAN OR AS REQUESTED BY BUILDING INSPECTOR. DIVISION•13-SPECIAL CONSTRUCTION 14. ALL LABOR,MATERIALS,AND EQUIPM ENT TO BE FULLY GUARANTEED BY CONTRACTOR AGAINST DEFECTIVE PARTS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE.CONTRACTOR TO Z PROVIDE MANUFACTURERS'WARRANTY CERTIFICATES TO THE OWNER FOR ALL THE EQUIPMENT AND MATERIALS INSTALLED.SPECIFICALLY.THE SEALED MOTOR COMPRESSORS OF THE AIR CONDITIONING CONDENSERS WILL BE DIVISION-14-CONVEYING SYSTEMS �F LLaYY Z a` Z WARRANTIED FOR ATOTAL OF FIVE YEARS. ffGG�� 15. THE OWNER MAYORDER CHANGES IN THEWORKWTHOUT INVALIDATION OF THE CONTRACT;SUCH CHANGES SHALL BE AGREED TO IN WRITING BEFORE SUCH CHANGES ARE MADE DMSION-21-FIRE SUPPRESSION 16. ANY CHANGE OR SUBSTITUTION TO THESE DOCUMENTS MUST BE ACCOMPANIED BY AWRITTEN CHANGE ORDER CHANGE ORDERS TO BE NUMBERED,DATED AND APPROVED BYARCHLTECT,OWNER,&BUILDING DEPARTMENT. .�r� �+r, 17. CONTRACTOR SHALL NAME THE HOMEOWNER,ARCHITECT,&VILLAGE OF APPLICABLE)AS ADDITIONAL INSURED ON CONTRACTORS LIABILITY INSURANCE. DIVISION-22-PLUMBING �' V 18. CONTRACTOR TO PROVIDE STANDARD FORM OF AGREEMENT BETWEEN OWNER&CONTRACTOR[AIA DOCUMENT A-XXX(AS SELECTED)].REQUESTS FOR PAYMENT TO BE MADE USING STANDARD AIA FORMS OR APPROVED O EQUAL I. ALL NEWWATER PIPING SHALL BE'PEX'TUBING AND INSTALLED ASPER CODE&MANUFACTURER'S SPECIFICATIONS. 19. CONTRACTOR SHALL PROVIDE AWAIVER OF LIENS FOR HIMSELF AND ALL SUBCONTRACTORS AND SUPPUERS AT TIME OF FINAL PAYMENT OR AS NEGOTIATED IN WRITTEN CONTRACT. 2 ALL NEWPLUMBING DRAINAGE AND VENT PIPINGSHALL BE SCHEDULE 40 PVC ABOVE GRADE AND CAST IRON BELOW GRADE UNLESS OTHERWISE NOTED ON PLANS. 20. DO NOT SCALE DRAWNGSI WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. 3. ALL NEW HOT AND COLD WATER PI PING SHALL BE INSULATED WITH I/?THICK ARMAFLEX JACKETS&LOCATED AWAY FROM EXTERIOR WALLS TO AVOID FREEZING. • 21. ARCHITECT HAS NOT BEEN RETAINED FOR SUPERVISION OR SITE INSPECTIONS.ARCHITECTS ROLE ONSITE IS STRICTLY TO DOCUMENT CONSTRUCTION PROGRESS AND ANSWER ANY QUESTIONS RELATED TO DESIGN. 4. ALL NEWWASHING MACHINE INSTALLATIONS TO INCLUDE INATTS INTELLIFLOW SERIES A2C-M`AUTOMATIC WASHING MACH INE WATER SHUTOFF VALVE OR APPROVED EQUAL GS' DIVISION-02-EXISTING CONDITIONS DIVISION-23-HEATING,VENTILATING,AND AIR CONDITIONING THVAC) 1. THE CONTRACTOR SHALL VISIT THE PROJECT SITE TO FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND TO VERIFY ALL DIMENSIONS AND CONDITIONS OF EXISTING BUILDING AND SEE IF ANY DISCREPANCIES BETWEEN p CONTRACTOR'S HEATING SUBCONTRACTOR TO PERFORMHEATILOSSCALCULATIONSFOR ENTIREBUILDINGANDREVIEWBOILERIFURNACESIZEANDREQUIREMENTSANDREPORTTOARCHITECT,CONTRACTOR,AND OWN i y �. S CONTRACT DOCUMENTS AND ACTUAL 1. AL FIELD CON DISCOVERED,THEY BE REPORTED TO THE IN WRITING FOR CORRECTION.WORK OF DISCREPANCIES AND PRIOR TO � 4 WRITTEN APPROVAL FOR CORRECTION SHALL BE AT THE CONTRACTORS OWN RISK NO ADDITIONAL COST WILL BE ADDED TO THE PROJECT DUE TO CONTRACTORS OVERSIGHT IN VERIFICATION OF EXISTING CONDITIONS ALL RECOMMENDATIONS.SPECIFY SIZE OF BOBERIFURNACE IN BIDS. 2. SHOULD ANY FIELD CONDITIONS OR INACCURACIES ARISETHATWLIULD PREVENT THE CONTRACTOR FROM EXECUTING THIS PROJECT EXACTLYAS INDICATED IN THESE CONSTRUCTION DOCUMENTS,THE CONTRACTOR SHALL 2 DUCTWORKTO BE PROTECTED FROM DEBRIS&COVERED IMMEDIATELY AFTER INSTALLATION.HVAC SYSTEM IS NOTTO BE TURNED ON UNTIL COMPLETION OF FLOOR SANDING&TAPING,SPACKLING&SANDINGOFGYPSI BOARDS WALL FINISH. NOTIFY THE ARCHITECT ALLIMPLYLYLMTNCTORS PROCEEDING FEANCWITH THE THESE CONSTRUCTION ALLEXISTHE AREA NG CONDITIONS. 3. INSTALL MECHANICAL VENTILATION IN EACH BATHROOM AND POWDER ROOM.(110CFMMINNUM) _ 3. ASUBMISSION OF BID SHALL IMPLY CONTRACTOR'SACCEPTANCETO THESE DRAWINGS AND ALL EXISTING CONOff10NS 4. ALL LAUNDRY DRYERS TO VENT TO EXTERIDR.VERIFY LOCATION OF ALL VENTS WITH ARCHITECT OR OWNER PRIOR TO INSTALLATION. DIVISION-03-CONCRETE 5. CROSS VENTILATION REQUIRED IN ALL ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES.TOTAL NET FREE VENTILATING AREA TO BE AT LEAST 11150 OF AREA OF SPACE VENTILATED 1. ALL CONCRETE SHALL TEST AT 3.500 PSI AT 28 DAYS.CONCRETE SHALL BE AIR ENTRAINED,TOTAL AIR CONTENT SHALL NOT BE LESS THAN 5%OR MORE THAN 7%BY VOLUME.(TABLE R402.2) DIVISION-25•INTEGRATED AUTOMATION 03'-6' 2. BOTTOM OF ALL EXTERIOR FOOTINGS TO BE MINIMUM BELOW GRADE UN LESS NOTED OTHERWISE DMSION-26-ELECTRICAL 3. ALL FOOTINGSTO REST ON VIRGINSOILWTIH AMINIMUM BEARING CAPACITY OF 2 TONS I SQUARE FOOT.CONTRACTOR SHALL HAVE THE LEVEL OFACCEPTABLE BEARING STRATAVERIFlED IN THE FIELD IF REQUESTED BY BUILDING INSPECTOR. 4. ALL FOOTINGSTO BE BOARD-FORMED AND SHALL HAVEACONTINUOUS 7)W KEYWAY, 1. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL NEC AND UNDERWRITERS LABORATORY REQUIREMENTS,ALL ELECTRICAL WORK TO BE CERTIFIED BYAPPROVEO INSPECTION AGENCY,PROVIDE CERTIFICATE TO BUILDING U S. STEP FOOTINGS WHERE NECESSARYAND INSTALLASPER CODE WITH AMAXOMUM RISEOF I'-0'ANDANINIMUM RUN OF 3'-0' DEPARTMENT&OWNER. zF, 6. ALL FOOTINGS TO HAVE AMINIMUM OF TWOd5 RE-BARS UNLESS OTHERWISE NOTED. 2. ANY ALTERATION TO A BUILDING WILL REQUIRE THAT SMOKEALARMS BE INSTALLED THROUGHOUT THE ENTIRE BUILDING.PROVIDE SINGLE&MULTIPLE STATION SMOKE DETECTORS&CARBON MONOXIDE DETECTORS AS REQUIRED BY CODE.ALL DETECTORS ARE TO BE HARDWIRED TO POWER SOURCE&INTERCONNECTED WITH BATTERY BACKUPS. 7. ALL FOUNDATION WALLS TOHAVEAMINIMUMOFTWU95RE-BARS TOPBBOTTOMUNLES30THERWSENOTEO. 3. ELECTRICIAN TO VERIFY EXISTING ELECTRICAL SERVICE&PANEL ARE SUFFICIENT FOR NEWWORK CONTRACTOR TO INCLUDE IN PROPOSAL PRICE FOR UPGRADED ELECTRICAL SERVICE&NEW PANEL AS REQUIRED. I- 8. CONTRACTOR TO LAYOUT,WITH TRANSIT,THE PROPOSED NEWADDITION,WITH STRINGED LINES ON BATT BOARDS WRIT IR-('OFFSET. 4. ELECTRICIAN TO RE-LABEL ENTIRE PANEL BOX 5. FIRE CAULKING TO BE INSTALLED AT ALL PENETRATIONS THROUGH FIRE BLOCKING&DRAFTSTOPPING. U DMSION•04-MASONRY & CENTER OF ALL ELECTRICAL OUTLETS TO BE INSTALLED @IT'ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED. 7. CENTER OFALL SWITCHES TO BE LOCATED ATW ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED. OW Ls 1. ALL CONCRETE MASONRY UNITS(CMU)TO BE LOAD BEARING. � .p Fj 1. ALL CMU SHALL CONFORM TO ASTM C9%MORTAR SHALL BE TYPE FOR INTERIOR APFUCATIONS OR TYPE'S'IF EXPOSED TO EXTERIOR!FREEZING ENVIRONMENTS. F•' cOi DIVISION-27-COMMUNICATIONS DIVISION-05•METALS DIVISION-28-ELECTRONIC SAFETYAND SECURITY _ v 0 1. ALL WOOD CONSTRUCTION CONNECTORS TO BE'SIMPSON STRONG-TIE'OR APPROVED EQUAL,INSTALLED ASPER MANUFACTURES SPECIFICATIONS. I. ALL DOORS&WINDOWS OPENING MORE THAN 4°WTH DIRECT ACCESS TO APOOL WHETHER EXISTING,OR PROPOSED,SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR AND/OR ITS A u 2. ALL NAILS SHALL COMPLYWITH ASTM FiGS7.ALL EXTERIOR FINISH MATERIALS TO BE INSTALLED WFTH STAINLESS STEEL NAILS&]OR SCREWS. SCREEN,IF PRESENT,ARE OPENED.THE AUDIBLE ALARM SHALL BE LISTED WITH UL 2017.THE ALARM SHALL ACTIVATE WITHIN 7 SECONDS AND SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR AND/OR ITS U •tyz2'i 3. ANCHOR BOLTS TO BE*SIMPSON STRONG-THE SSTB-16(M-0).INSTALL BOLTS I'4°IN FROM EACH CORNER AND 3'-0'ON CENTER MAXIMUM.INSTALL MINIMUM 2 BOLTS PER WALL SCREEN,IF PRESENT,ARE OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES.THE ALARM SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS.THE ALARM SHALL a7•+�• 4. FLITCH PLATES TO BE INSTALLED WITH TIP DIAMETER BOLTS OR AS OTHERWISE NOTED.BOLTS TO BE I6'ON CENTER STAGGERED TOP&BOTTOM.BOLTS TO BE RE-TIGHTENED TWO TIMES AT TWO WEEK INTERVALS. AUTOMATICALLY RESET UNDER ALL CONDITIONS.THE ALARM SYSTEM SHALL BE EQUIPPED WITH AMANUAL MEANS,SUCH AS ATOUCH-PAD OR SWITCH,TOTEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. DEACTIVATION SHALL LAST FOR NOT MORE THAN 15 SECONDS.THE DEACTIVATION SWTCH(ES)SHALL BE LOCATED AT LEAST 54'ABOVE THE THRESHOLD OFTHE DOOR A DIVISION-06-MOD&PLASTIC DMSION-31"EARTHWORK 0 W 1. JOISTS AND RAFTERS TO BE DOUGLAS FIR LARCH i2 AND BETTER.LUMBER TO MEET OR EXCEED THE FOLLOWING,FB=875 PSI,E=1,600,000 PSI 2. STUDS TO BE DOUGLAS FIR STUD GRADE.FB=675PS1,E=1,400.000 PSI. 1. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR CUTTING DOWN ALL TREES,VINES AND VEGETATION ETC.THATARE IN THE WAY OF EXCAVATION,ASWELL AS DIGGING OUT STUMPS AND REMOVING THEM FROM THE PREMISES. 3. ALL LAMINATED VENEER LUMBER(LVL)TO MEET OR EXCEED THE FOLLOWNG,E=2,000,O00 PSI.FB=2,600 PSL 2 STRIP ALL TOPSOIL AREAS TO BE DISTURBED BY EXCAVATION AND STORE ON SITE FOR REUSE AS INDICATED BY ARCHITECT OR HOMEOWNER PRIOR TO THE COMMENCEMENT OF WORK 4. ALL PARALLEL STRAND LUMBER(PSL)TO MEET OR EXCEED THE FOLLOWING,E=2,000,000PSI.FB=2,9D0 PSL 3. CONTRACTOR TO GRADUALLY FEATHER OUT THE ROUGH GRADE TO JOIN THE EXISTING GRADING. 5. DOUBLE UP FRAMING AROUND ALL OPENINGS,UNDER PARALLEL WALLS,UNDER BATHTUBS,7ILED FLOORS,&KITCHEN CABINETRY. 4. CONTRACTOR TO ROUGH GRADE AROUND BUILDING PERIMETER TO PROVIDE DRAINAGE AWAY FROMTHE BUILDING.FINISHED GRADE TO SLOPE AWAY FROM RESIDENCEA MINIMUM OF 6'VERTICALLY,IN THE FIRST I9 6. CROSS BRIDGING SHALL BE INSTALLED ATA MAXIMUM OF 8'-0'ON CENTER.BRIDGING SHALL BE SOW BLOCKING FOR CONVENTIONAL FRAMING OR DIAGONAL BRIDGING ASPER MANUFACTURES SPECIFICATIONS FOR ALL HORIZONTALLY. + ENGINEERED LUMBER 5. FINISHED GRADE TO BE AMINIMUM OF 6'BELOWSILL PLATE- 7. PROVIDE FIRESTOPPING(FIRE-BLOCKING)AT MIDSPAN OF ALL BEARING AND NONBEARING PARTITIONS AS PER CODE Q & CONTRACTOR TO PROVIDE PX6'BLOCKING ON THE FLAT IN WALLS BEHIND CABINETS,ROBE HDOKS,CLOSET HANG RODS,GRAB BARS,TOWEL BARS,ETC.CONTRACTOR TO CONFIRM ALL BLOCKING LOCATIONSVATH OWNER AND DIVISION S2"EXTERIOR IMPROVEMENTS 00 ARCHITECT PRIOR TO THE INSTALLATION OF DRYWALL OR WALL FINISHES. 9. ALL NEW PLYWOOD SUBFLOORS TO BE V4'CDX DOUGLAS FIR.PLYWOOD TO BE GLUED AND SCREWED TO FLOOR JOISTS,NO NAILS WLL BE ACCEPTED. DIVISIONS3-UTILITIES c 10. PLATES AT INTERSECTING PARTITIONS TO BE LAPPED. z -� 11. HEADERS NOTINDICATEDON DRAWINGSTOBER)2X12MINIMUM UPTO 19-0'MAXIMUM.SEE TABLE FOR KING AND JACK STUD REQUIREMENTS FOR ALL HEADERS. 1. CONTRACTOR TO HAVE ALL UTILITIES(WATER LINES,SEWER LINES,GAS LINES,AND ELECTRIC LINES,ETC.)MARKED OUT PRIOR TO ANY EXCAVATION.BEFORE ANYWORK ON SITE IS TO BE DONE CONTRACTOR TO CALL THE LONG 12. CONTRACTOR TO INSTALL HURRICANE CLIPS,CONNECTORS,STRAPS,ETC.AS PER CODE AND AS DIRECTED BY BUILDING INSPECTOR.REFER TO DETAILS THROUGHOUT PLANS FOR FURTHER INFO. ISLAND ONE CALL CENTER®1-800272-4460. "�Q -.j 13. ALL LUMBER EXPOSED TOWEATHER OR WITHIN B'OF FINISHED GRADE TO BE PRESSURE TREATED. � DIVISION S4"TRANSPORTATION aV, gDMSION-07-THERMAL&WATERPROOFING DIVISION•$•WATERWAY AND MARINE CONSTRUCTION Q i. PROVIDE B MILPOLYVAPOR BARRIER UNDER ALL NEWSLABS&SCREED COATS(NOT REQUIRED UNDER GARAGE SLAB).ALL SLABS TO RECEIVE STEEL FLOAT FINISH. vv77 .�C=X 2. INSTALL FRIGID INSULATION(R-10)UNDER ALL INTERIOR CONCRETE SLABS AS INDICATED ON PLANS.RIGID INSULATION TO BE'WW"STYROFOAM BRAND SCOREBOARD'OR APPROVED EQUAL,INSTALLED AS PER DIVISION•40-PROCESS INTERCONNECTIONS MANUFACTURER'S SPECIFICATIONS, 3. DOUBLE UNDERLAYNENT IS REQUIRED FOR ROOF SLOPES OF 2.12 THROUGH 4:12 DIVISION-41•MATERIAL PROCESSING AND HANDLING EQUIPMENT L-•/• -. 4. INSTALL ICE&WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST P4P INSIDE THE EXTERIOR WALL UN AND ALL VALLEYS&HIPS AS PER CODE AND ANY ADDITIONAL LOCATIONS AS INDICATED ON PLANS.INSTALL AS PER "�+g ,tj)s MANUFACTURER'S SPECIFICATIONS DIVISION 42-PROCESS HEATING,COOLING AND DRYING EQUIPMENT [�../ S. UNLESS OTHERWISE NOTED,ALL EXTERIOR WALLS AND ASPHALT ROOFED AREAS TO RECEIVE#30 BUILDING FELT INSTALLED AS PER MANUFACTURERS SPECIFICATIONS.NO 7YVEK7 OR SIMILAR PRODUCT TO BE INSTALLED GENERAL NOTES • UNLESS DIRECTED BYARCHITECT. DIVISION-43-PROCESS GAS AND LIQUID HANDWG,PURIFICATION,AND STORAGE EQUIPNENT SEP - 2023 6. ROOF COVERING MATERIAL TO BE IDENTIFIED BY PACKAGING BEARING MANUFACTURERS IDENTIFYING MARKS AND APPROVED TESTING AGENCY LABELS. 7. ASPHALT ROOF SHINGLES SHALL HAVE SELF-SEALING STRIPS OR SHALL BE INTERLOCKING AND SHALL COMPLY WITH ALL ASTM REQUIREMENTS. DIVISION-44-POLLUTION AND WASTE CONTROL EQUIPMENT ± ?_ & FASTENERS TO FULLY PENETRATE THROUGH ROOFING MATERIALS AND SHEATHING. DATE: 7/18/23 9. FOR NORMAL APPLICATIONS,USE MIN[MUM OF 4 FASTENERS PER SHINGLE STRIP. DIVISION 45-INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT • - __- - --. 10. MINIMUM OF SIX FASTENERS PER ASPHALT SHINGLE ARE REQUIRED WHERE WIND SPEEDS REACH 110 MPH OR ABOVE AND/OR EAVES REACH 2C41'ABOVE GRADE JOBM 19-93 11. UNLESS OTHERWISE NOTED,ALL INSULATION TO BE UN-FACED BATTS INSTALLED WITH 4 MIL POLY VAPOR BARRIER TOWARD HEATED SURFACE INSULATION TO BE'OWENS CORNING'OR APPROVED EQUAL INSTALL AS PER DIVISION-46-WATER AND WASTEWATER EQUIPMENT MANUFACTURERS SPECIFICATIONS.WHERE EAVE OR CORNICE VENTS ARE INSTALLED,A MINIMUM OF 1'OF AR SPACE IS REQUIRED BETWEEN INSULATION AND ROOF SHEATHING TO ALLOW FOR FREE AR FLOW. - DIVISION•48"ELECTRICAL POWER GENERATION A-0 1 REVISIONS 1 2 3 DOUBLETOPPLATE, DOUBLE TOP PLATE, L STAGGER JOINTS A MINIMUM FJFK.®IWL PANEL STAGGERJOINTS A MINIMUM BP1C®KALL PANEL U5 4 OF 24'OR USE SPLICE PLATES P�R BR FOR NALL N 4��TOO OF 24°OR IJSESPLICE PLATES IIM RAW FOR Lot"4 LOCAnM (R6023.2) (R6OZ12) I 1 5 r I' ON NAY N7NortJeSPBem® i, a 1 1 Ed COMMON '1'� " 8d COMMON l! I I I^ I NAILS 0 V O.C. —^ NAINLS ID6°O.C. 7 ONEDGESON I� II �i O EDGES ON I Z BRACED WALL BRACED WALL {F J \�I PANELS �i i PANELS 2 FLOOR GISTS-CENTER CLJ'I'S Ell ^ g QS 1/2°PLYWOOD 1/2°PLYWOOD ��' SEETHING \ / / SHETHING 1�1{�l 3 Y 7 SOLID BLOCKING 1 I 1 /I Bd COMMON Bd COMhION p L.CL z Q C O Z \\ / NAILS®12° �—d� NAILS 012" i l/ O.0 IN FIELD O.0 IN FIELD I a Z 1 i i I OF BRACED i OF BRACED / II 1I II WALL PANELS _ WALL PANELS " xy SOLE PLATE CORNER STUD SOLEPLATH CORNER STUD 3 FLOOR GISTS-END CUTS (R602.3.4) HOLD-DOWN, (R6D2.3.4) HOLD-DOWN, FULL HEIGHTSHEATHING SEE DETAIL HORIZONTAL SHEATHING SEE DETAIL -: BRACED WALL PANEL-CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL '1 NOTTOSCALE Q O? L 9TA7MGMPARTOFBRACEDIVALLSFG%MTUIMEEL\MCAIEDOVH.00RPLIN,SELILLEECONILUUOIEFRONSOIE PLATETO TOP PLATE OR ADEQUATELYBLOCKEDATIONMED COMMON NARS R VO.CEDGEB U'O.0 FIELD(CABLE r S 60110A) 1Y .. 0 2. VFRTICALJOUMOFPANELSBPAIHN'GSLALLOCCUROVERABEFMMMTOCDNLNIONMM HON7ANFALJOA7SIN - MCAUCEC01LEMM. �r BRACEDWALLPANFJSSHALL OCCUR OVFR,ANDBBPASIENECTO,OWAIONBLOCKING OPA hfMfUMI vrTNICKRESS EIRAPTDBPARtP ONED10 "�'•� &31NUL5ehctlErrolllPl TABLE R802.11 DETS"MATION OF RAFTER OR T�-6 UPLIFT (AM)WMPERCONNE 0 ER OR TRUSS �ONFORCESFROMWIND .ION FORCM FROM{^AND(POIRM MR D(ACIUALDEPR) �M I3 GOIOMTION 4 POUNDS RR LINEAR POOT) Yrhh NF OF oar& I I ^ U.TMATE VmE%R4 w0 5mw wit '0 RAFTER OR RGGP SPAN SPALIN6 1e•Of'. TF0)SS sP ftu) Pd0 110 ACTUAL.ROOF SPAN 16AC FE ?°R 3ns�HTON 5A2 ��PITON 9Az PircN�sib en2 DETAIL STRAPPING AROUND �% CUTTING,NOTCHING&DRILLING V I2 126 m 162 130 WINDOW OPENINGS �+ HGURER502B NOT TO SCALE O a zI. 16 162 149 209 144 NOT TO SCALE 24 1R6 162 7S6 81 NEAR INFEPPOLATI ON OF TABLE R6472JI DUE TO ROOF SPAR 20, 122 205 26T 266 150 MPH Km 140 hWli KIND U 16,04 SZ 246 226 714 290 tar ROOF SPAR ITIOO FOXM PER CZWrTION 1SOD0 FORM PER 6WWTION 56 210 241 SSI am 6AV ROOF SPAN RMO P011N2S P M COM TION 1621T Paws FAR COMEOTION 42 906 2DI s94 sT0 600E ROOF SPAR 14500 PO WS PER C*#WTION 144.W POLINDS PER LOMEGTION W Cr. 46 so 3I4 44T 414 FANS GPM LIF TO INBAR INTMWOLAT1 0P IWI.IF r FORCE ME TO WINO SPEED ABOVE P 'y 6.40E ROOF'SPAN 41 ISS tt7i 16197 P01RID9 PER GOMEGnON 6'HA+I DOUBLBTOPPIATE PT FORGE tROE9 NOT EKG®WO F QVN25,AS PER RW2JI1 LWUFT 5PAOGERJOMSANffQ1W AOP HAS SM PRoVID® � 24'ORIEESPUCEPUTES (R6020.2) POURS FIR CO WTION•Ia°OC.TO F4MmS PER LINEAR FOOT vs I q w.Z ER COMQ4nON•M46 121.03 FO1RmS PER LINEAR FOOT P1 § III III U TYPICALSTUD Z &SPACING I6'OC III III u) UPLIFT•TOP W FIRST FLOOR WALL 131?3 I°OIRDS P92 LINEAR FOOT FR41®Erw7FRNEGCONFLTLRFLRPDW n BOREDHOLEAL4hARIM RAPMTOF6TRORSBONLLSEFI AL DA&M43OFSIUO p�e, I 1 Q W DFPIH J O 61A2 P0.W PER LINEAR FOOT (L2NMA%BOREIN2dFR%® LS Z�mm I I I WALL) -RFLJFT P RWNG CONNECTOR NOT 6 III III REGIRRED(R6029S� 5/E'MP,IDIRIDITOEDGE L — — —J 11 N ND'fCH GPEATFRiHAN � DETAIL®WINDBORNE DEBRIS STORM umni CEILING JOIST NOTCH 6 PANEL q NOCOIDEPTHNOTTO EXCEED EXTEMORORBE4RING /LL FIGURE R802,7.1.2 NOTTOSCALE NOTTOSC u PANELSPANSFROMR-0'-8N-0' �0 �ALL)D�rcltw�txa�D SCREW SPACINGNOTTD EXC®IPOC WALL) WUBIE70PPL47E STAGGFRJOINT5A hONIhfM OF 2VORUSESPUCEHATS BOREDHOLSSNALLNOFBE IFHOLEISELTII7BN40%A60%OFSNDDFPIH, (R60172) Q LOC47M INTRESAME CROSS TIIDVSNDNRITBEDOUBLED&NOMORE 4, p Q SECROVOFCUTORN=LN 713AN7WOSUCCES511ESR1D6AREDOIIBIED STUD &SOBORED(C 6FRAIrVAI1,40%•12'& O 60%°31) 160ACEYI I/rII'MECOK5IRAP FASIFNEDACRCSSANDTOTHETOP 5/rNID17MUwITOEXE PLATEATEACHSICEOFTHENOtt}I '& i?) 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EXISTING GARAGE SLAB SO FT a TO BE'SMART VENT' 10'POURED CONCRETE Q 3 (1)8'X 16"VENT P 0.8E W.FT. MODEL N IW-510 DUAL FOUNDATION WALL U1 :3 is SAW CUT EXISTING SLAB 1 INSTALL NEW B I/2°0 ra 4 .4 6022 VENTSREO FUNCTION SMART VENT. DAMPROOFING OR LALLY COLUMN ON 3o'X5o'XI2'CONCRETE FOOTING 'v 3 (TYPICAL) WATERPROOFING TO BOTTOM OF p W/0)#5 REBARS BOTH WAYS.WELD 5/4'PLATES TO ® y 6'X 16,VBTI5 TO BE PROVIDw I FOOTING(SEE GR055rSEGTION) �' F EITHER SIDE OF EXISTING STEEL BEAM FOR WEB w a x INSTALL CORNER STUD HOLD z STIFFENING(TYPICAL) o * DOWN AS PER CODE,SEE (2)85 REBAR 6 TOP 4 d Z O a G POINT LOAD FROM ABOVE INSTALL NEW 5/b°TYPE'X' d a F ly�• �! N GYPSUM BOARD ABOVE DETAIL«9 ON A-0,2 BOTTOM OF FOUNDATION 3 BOILER A5 PER GODS IF KALL 3 NOT PRESENT CONCRETE WASH °t* 5 �, ✓,,r� 'a rGi%r% ri% s 8'9'fEW s 831'(ECU s DW'ICU %j�ri�� ,i%✓//✓% %i%i%//• Err/rg� d 9 :i/'J///Gi (3)2"X_30"GIR ER _'•i� r�i•,' (3)2°X 30"GIRDER ✓� ,�� (3)2°X 10°GIRDER (3)2°X 10°GIRDER 2°%4'KEY GS INSULAIED ACCESS PANEL 12'x 24°CONTINI)M •Mpj �� r ' T ��rri i �ri j�r ri//i rr✓ a POURED CONCRETE FOOTING _ 3 I/2'0 LALLY COLUMN ON 30'X30"XI2° NEW AIR HANDLER(SY5PEND FROM WITH(3)N5 KEBABS 4 * - Qo ,ors r 10'POUND CONC�TE POINDATION r CONCRETE FOOTING W/(5)#5 REBARS = 24• o CEILING).VERIFY EXACT LOCATION I WAIL ON 12°x 24"CONTINUOUS FOOTINfa BOTH WAYS(TYPICAL) WITH OWNER 4 HVAG CONTRACTOR W((3)5 BARB(TYPICAL) L_-i ® � CRAWL SPACE (SYSTEM TO BE DESIGNED BY OTHERS) D E T A I L v ar FILL IN TO CREATE GRAYL SPACE INSTALL CORNER STUD HOLD o 2°CONCRETE SCREED COAT OVER 6 MIL x 12'DEEP SPREAD DOWN AS PER CODE'SEE x VAPOR BARRIER 12'0 POURED CONCRETE SONO TUBE TO REST ON DETAIL K9 ON A-0,2 4'-0'DEEP WITH 24 N '0 m s'-0°x 3'-0°ACCESS FOOTING ON COMPACTED EARTH.INSTALL "WSTD4 FOUNDATION WALL —IMPSON STRONG-TIE"#EP544T POST TO E TO REMAN CONCRETE BRACKET(TYPICAL) mi cm,I 12'%24'x6' V �, 9 CONCRETE FOOTING z 1�— 4's' W V-IO' DOWEL INTO EXISTING FOUNDATION I I WALL USING#5 RESARS VERTICALLY® Y 4 I iiM I2'04.MrIGAU 4 r 0 INSTALL NEW 5/6, v < TYPE'X'6YPEAJh1 NEW CRAWL SPACE I I 1D W . ® BOARD ABOVE BOILER 2°CONCRETE SORE®COAT OVER 6 MIL PE x x w A5 R GORE IF NOT VAPOR BARRIER PRESENT K 3 1/2°0 LALLY COLUMN ON 30'X50°XI2' j r '-r CONCRETE FOOTING PV(5)#5 REBARS ��a Iz"x�6'x6" Vj BOTH WAYS(TYPICAL) o.. a ... 'ICONCRETE FOOTING 2 3 4'BRICK s LL ''//irr/�✓I %/ ii71") t SHELF �� (3)2"X 10"GIRDER %ii�r /�(3)2"X 10"GIRDER ii`/! (3)2"X 30"GIRDER � a� cy - - , rir rrr✓ - - 2 x 8"A.C. .D.1 .®16"O.C.O _2"x 8°A.C.Q D.J .®1 6"O.C. O � r Poino CONCRETE FOINDATION ai VENTING CALCULATION NEW DECK ABOVE N N I__ o al ,; r7 0o O ua WALL WITH BRICK S4$LF ON SW" o u CRAWL SPACE AREA P 426 50.FT. 4'GRAVEL/AGR v N - CCNTINIM FOOTING W/(2)S BARS O CRAWL SPACE AREA/150 SO FT=294 50.FT. I (iT�CAL1 Y 'o n,a cm 12'x36°x6' (2)2"X 10"ACQ GIRDER ' (I)8"X 16°VENT c 08q 5O.FT. U w-I I j / CONCRETE FOOTING k 3.191 VENTS REO 6'X 16'VBITS TO BE PROVIDED 4 Fi $ \ LT : {)^ �(I (� f 1 " [ A-6 5.a ® d a iP�..•06'- r` !,_.— , Lam. �I i! PROVIDE PREFABRICATED METAL " a \ I r-: J Ei O HIGH EFFIGIENGY HOT WATER § AREAWAY A5 REGG11RE7 (TYP) a x o \ x ! 1 I ;! j P' •/r O NEATEN BOILER TO BE:SELECTED. :.__-_ _ - .. _ _ _. a0 iV u \ N I J ( S C n (HVAG SYSTEM TO BE DESIGNED BY . ,.... - - ._... ...,._...._..-.. a Ir — 1 2�2� OTHERS) -- -— �':.l.?-'!:',i :'.•.':.,•' f (2)2°X 10"ACQ GIRDER � � (2)2"X 10"ACQ GIRDER.� r ~ - FOUNDATION FLOOD VENT TO BE'SMART - t;i— — —————— ————————— � cEx FOOTING i O - 12°W%6'D CO j S'-2 V2' L 5'-2 I2' i ! LL•1 VENT MODEL 0 1540-510 DUAL FMTION SMART VENT.(TYPICAL) $Dui FOUNDATION PLAN HALL 5YMBOL KEY 'COWREETTE'FOOTING SCAIR 1/4"=V-0" _------ EXISTING FOUNDATION TO REMAIN A 6 MF SM����Y r�ae°R MW n r nu IM ONAW LY) °Y " EXISTING FIRST FLOOR:t 1,420 SQ.FT. (INCLUDES GARAGE) I' s s' * PROPOSED CONCRETE FOUNDATION WALL A ZONE, MW17E PRICE FOR NEW 3 TOM HYMNIC ZONE FOR ENTIRE FIRST FOUNDATION PLAN ao TTRAa PROPOSED FIRST FLOOR ADDITION:t 478 ----- FLOOR CONNFLTW TO NEW BOILER(:IOAOO a FT).AIR HANDLER To BE LOCATED IN a,0 INCHES EXISTING FOUNDATION To BE REMOVED DRAW SPACE AREA AS INDICATED ON FLX R PLAN. PROPOSED TOTAL FIRST FLOOR:t 1,898 SQ.FT. FEET ----- DATE: 7/18/23 PROPOSED SECOND FLOOR ADDITION:t 1,363 SQ.FT. CEILING HEIGHT PROPOSED TYPICAL INTERIOR WALL SEC*V FLOOR ZONE, CONTRACTOR TO FROVIDE PRICE FOR NE4 3 TON HYDROIUG ZONE FOR ENTIRE SW JOB# 19-93 O CARBON MONOXIDE DETECTOR PLOOR GONNEGTED TO NBN BOILER 0 IoAoo GU FT).AIR HANDLER TO BE LOCATED IN ATTIC.(EXACT LOCATION TO BE DffrB;HNED) o SMOKE DETECTORA-1 REVISIONS 1 (2)2"40"HDR B A-6 2 \. A 3 \--•. `• A 6 14'-10 V2• 13'-T' 10'-1 9/4' 4 �C 5 $ROAN'*QTXE-15o(150 GFM OR 2-A AL)EXHAUS TO EXTERIOR T FAN DUCTED 2 B 2-9 5 ------------------- Ir-------------------------- ----- _�-`-- I I !� -j-t= ( x • • • • I ( J-, ! ;. (3)2"x10" J _ T LINEN , i2'6'1 -I 7 BATH#1 I v y, yZ I 1 _ _.�__TILEIFl:OOR_•_._ _ 5-1/2" TILE FLOOR } I 1 D'-S' r9'-6•�-r;-' n'-0• a 916• .�-_�'----e'-!In•-- `,"-jam{I n'-u' el p o 5 V2' !I/2, ,.i`_i '7•�.- s !U2' *y`9 ---i�- J; _ l 31/2• 0 BEDROOM#1 !U2' ` 1u1 sW p Q y h - 9 - - �. 1b- --- WOOD FLOOR m !-Q q�J p 3 ----. ® HABITABLEWACL q a p 'wl --J N 7E Yp•I� I I 6 S �f - -- AFtFA o ITJD 9P. O ® � ram__ '� m CU N O 0 m � �� Y b D%LI6FIT•LlA4' 44 I I o CU is 1 Tn x 4%VBIT•T.n' n 9F.AG b , P Z p W Z? ATTIC FULL DOWN STAIR TO BE x 3'0"xb'8" STAIRXSKr 0653 RER,ENERGY SAVER F' S p I I ce I I;;� I., �, i� •I�;i"I� 'I STAIRWAY.REFER TO MANUFACTURES SPECIFICATIONS FOR ROUGH OPENING ATTIC -- 51/2"x 91/4°PS. ( L. (FLUSH) _- ' II I' i ! ! a" DIMEN510N.5. .r a - ar I I �y i ,I. Y,• i � m II c i I E ro a; 46. :J .. FAMILY ROOM OPEN TO v - v O WOOD FLOOR iv BELOW 'Oo •.I '�---- '------- "� dj�'7h., -4''� I I - Zo 1 I { DN �S I I m 51/2°x 91/4°PS.L.(FLUSH) 3)2"x10°HDR ----_--_---- 3 2"XIO HDR ______________________- ----- - - - -- p _ _ __ i 2111 2, .-�'2-I ----9'T-�•,-- --- -- -- ---- ---F! -�+ — f- 2161xb'81 TYPICAL COMPOSITE DECK �,; ---------------- ---_--- -- -`'- ---- - -- V COMPOSITE DECKING(°TREX'OR APPROVED EGIVAL)t 36'H16H WIRE RAILING SYSTEM (TEENSY'OR APPROVED EWAU(TO BE SELECTED BY OV(NER), Ili TYPICAL TILE FLOOR p 2'6"xb'8" - m-- ------ ------------ -- - c TILE FLOOR(TO BE SELECTED)OVER°DITRA'UNCOUPLQYs MAT MANIFACPAW BY'SaILUTER SYSTEMS'(INSTALL AS PER MMUFACT URERS SPECIFICATIONS)OVER SUEFLOOR a x 2"x 10"C.J.©16"O.C. 2"x 10"C.J.®16"O.C. "' --- ------------------------ --- _ Q y 2 P a ---- - -- - -- ------ TYPICAL WOOD FLOOR n - ❑ -----.-- -----.-----DECK-------- V 62 NEW WOOD FLOOR TO BE 2 1/4'RED OAK(SELECT OR BE MZ)INSTALLED OVER RED _ ROSEN PAPER OVER 9/4"GDX PLYWOOD SHEATHING.FLOOR TO BE SCRAP® BEDROOM#3,SANDED, � Tv o u+--------_._.-----------_--�.___. � STAINED,SEALED,AND RECEIVE 3 GOATS POLY URETHANE CREATE SAMPLE FOR -'a -W.00D FLOOR -- --- ___I---_ ate_ 2-K--- CUSTOMER APPROVAL PRIOR TO FINISHING ' BEDROOM#2-- ----,i i a Q 00 O W 4 WooDFLOM c3Dl;l AReA•nansr• v -__ ------------- — — —_ -_-- _ SPAD TYPICAL STAIR P HAB TABLE E r e l usM.l4oe' !z I•,, -%Vf31T�f04' 269r.AGTWL - �:-' (� _ - '•, - E-.- .-I ARPA.azzc sr. I----- ' ALL STAIR PARTS TO BE MANUFACTURED BY L.J.SMITH.OR x --- ------ -- — --- ------- I i �� _ i'•'' APPROVED EQUAL.SUBMIT SAMPLE OF ALL PARTS FOR APPROVAL %W&ff-1e!' 92 sr. oil, BYOVd1ER PRIOR TO ORDERING.MODEL NUMBERS BELOW ARE FOR 5 I/1' x ' --------- - ------------------- - -•� __-�---'---...e*�--�`I I(, rn o - �'---------- BIDDING PURPOSES ONLY. C -- ---- p F4 HANDRAIL=LJ-6900 A-6 �-----II'-4_I/4_----_ _. ..--- `i ----II'-4 V4'----- - --16'-0'-------------------- ' I f POST=LJP-M10 2 O u 5 VZ-� - - 2023 L] BALUSTER v UP-2915. v p ALL ADDITIONAL STAIR PARTS,LANDING FITTIN66,6005E NECKS ETC.TO BE INCLUDED.��JBMIT SHOP DRAWINGS FOR ALL STAIRS d iy 3)2"x10"HDR - J -— 3 2"xI0"HDR ------ ---------------- `------'-- - u�)x7 HANDRAIL FOR ARCHITECTS APPROVAL PRIOR TO 1Ns1•ALL N7 SECOND FLOOR PLAN WALL SYMBOL �u.. KEY � 1•+ ,n BE EIm/OBIS®M wAO COMRALTOR OR Dow coev TARE As mmm7 B.lU6 m DFARI!ffiIf,51a9 LISTm B80W Ale 51RIGTLY POR WriSIP@IARY PRIfR18 ON.Y) E)asnNG wau.ro REMAIN B FIRST FLooR zorrF. SCALE:1/4"=1'-011 A-6 CONTRACTOR TO PROVIDE PRICE FOR N8i 3 TON HYDRONllG ZONE FOR ENTIRE FIRST PROPOSED TYPICAL NEW WALL FLOOR CONNECTED TO NEW BOILER(t I0g00 CU FT).AIR HANDLER TO BE LOCATED IN SECOND FLOOR PLAN EXISTING FIRST FLOOR:t 1,420 SQ.FT. (INCLUDES GARAGE) I' !' V T ------= EXISTING WALL TO BE REMOVED CRAW.SPACE AREA AS INDICATED ON FLOOR FLAK PROPOSED FIRST FLOOR ADDITION:t 478 (0 ------ w A ZONE, 4� INCHES N CARBON MONOXIDE DETECTOR CONTRACTOR TO PROVIDE PRICE FOR NEN 3 TON WYDRONG ZONE FOR ENTIRE 5KOND PROPOSED TOTAL FIRST FLOOR:t 1,895 SQ.FT. ���. ODATE: 7/18/23 PROPOSED SECOND FLOOR ADDITION:t 1,363 SQ.FT. CEILING HEIGHT Q SMOKE DETECTOR BOOR CONNECTED LOCATION TO NEW BOILER E MINED CU PT).AIR HANIDIHt TO BE LOCATED IN ATT1G.(E%AGT LOCATION TO BE DETERMNED) JOB# 19-93 A-3 REVISIONS 1 TYPICAL ASPHALT ROOF B A-6 2 A INSTALL ICE 4 VIATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST 3 2'-0'INSIDE THE EXTERIOR WALL LINE AND ALL VALLEYS 4 HIPS AS PER CODE,MANUFACTURERS SPECIFICATIONS 4 AS INDICATED c q �` \y --- -------------------- ----------------------------------/----------------------------------------------------------- 5 — 6 7 ,: 12 I• ,cF====y - zaamz cm I i--- r® -=2"x12"RIDGE «-�T — 4i� ---j _�__-_ � i n: ZI•� a a TYPICAL TYPICAL 6UTTER TO DRAIN TO r "t I ---71CPIGAL 6VrtER TO DRAIN TO NEW DRY WEl SYSTEM,SEE NEw DRY WELL 5Y5TEd;SEE -- -- - - GALGULAT10N5 TYPICAL METAL ROOF I -------- ---------------- - -- - -tt , - I f , 5EP — 1 rn23 ` -i : 0_:i�. TYPICAL METAL ROOF ROOF PLAN STANDING SEAM ALUMINJM ROOF(COLOR TO BE SELECTED,5UBMIT SAHn4 OVER ICE 4 WATER SHIELD(ENTIRE ROOF)OVER 504 BUILDING,FELT OVER 5/6'COX B PLYWOOD SHEATHING OVER ROOF RAFTERS(SEE P1AK). SCALE:1/4"=1'-O" A-6 TYPICAL ASPHALT ROOF- ROOF FLOOR PLAN EXISTING FIRST FLOOR:t 1,420 SQ.FT. (INCLUDES GARAGE) I' g' s' T NEW ASPHALT ROOFING TO BE"GAF'TIMBERLINE HDZ SHINSI.ES''WILLIAMSBIJRG PROPOSED FIRST FLOOR ADDITION:t 478 SLATE'(OR APPROVED EQUAL,SUBMIT SAMPLEJ OVER 50 W BUILDING FELT OVER t 1,898 S FT. 4o INCHES 5/5"GDX PLYWOOD SHEATHING OVER ROOF RAFTERS(5EE PIAN). INSTALL ICE 4 PROPOSED TOTAL FIRST FLOOR: Q FEET WATER SHIELD FROM THE EAVES ED6E TO A POINT AT LEAST 2'-0'INSIDE THE DATE: 7/18/23 PROPOSED SECOND FLOOR ADDITION:t 1,363 SQ.FT. CEILING HEIGHT EXTERIOR WALL LINE AND AT ALL VALLEYS,HIPS,4 AS INDICATED ON ROOF PLAN AND AS REQUIRED TO MEET CODE.WEAVE IN ALL VALLEYS TO CONGEAL FLASHING. JOB» 19-93 A-4 ENTIRE ROOF AREA+DECK REVISIONS ROOF WATER CALCULATIONS I DESIGN FOR A STORM DRAIN SYSTE N MWINS A PROF AREA OF:24`{9 sq Ft VOLUME REGUIR-(3°RAINFALL) 624.'15 a FT 2 INSTALL ICE t WATER SHIELD FROM THE (1)&-O'm X 4'-0'H STORM DRAIN RING IF 16a.9 CU FT EAVES EDGE TO A POINT AT LEAST 2'-0' 3 STORM DRAIN RINSE RMIRE D(VOLLHE REMIRMA66A9 310 RING5 REQ INSIDE THE EXTERIOR WALL LINE AND ALL STORM DRAIN RIN65 TO BE FROJID® 4 VALLEYS E HIPS A5 PER GORE, q REFM TO SITE PLAN FOR LOCATION OF DRYWELLS MANUFACTURER' SPEGIFIGA710N5 6 AS INDICATED 3 ALL UNDERGROUND PIPING SHALL BE 8" SIMPSON STRONG-TIE KSMTSI2 04 100 NAILS) 6 DIAMETER OR LARGER(8"MIN)FOR ALL INSTALL STRAP AT EVERY RAFTER TO STUD DRIVEWAY INLETS/DRAINS&6"DIAMETER(MIN) CONNECTION 7 FOR ALL ROOF LEADERS.ALL PIPING TO BE"S.D.R. 35 SEWER PIPE"(TYPICAL) 12 PROVIDE SOLID CONCRETE COVER&DOME 8 Lei B TYPICAL NEW ROOF Q 5 1 LEAD COATED COPPER DRIP EDGE GRADE PIT I T I I—I - -- :'_ ' .. =11 I COLLAR MATERIAL. z EL=2 STORM DRAIN RINGS TYPICAL GUTTER ); �a Z O---- --_LARGER S. 35 SEWER MIN. I SEE NOTE BELOW OW X 6"AZE W FASCIA 4 Z F Z Jll I I I I I li T ---- ----- NOTE: COLLAR MATERIAL 'AZEK'BEAD BOARD SOFFIT OVER 1/2" 5 qq SHALL BE COMPRISED OF SAND PLYWOOD / tL &GRAVEL FILTER MATERIAL IIII III-III CONTAINING LESS THAN 15% 'AZEK'S°GROWN#AZM-4? - - - ------ "� _ Z III=III I=III II FINE SAND,SILT,CLAY&1"DIA. O II-III=_ STORM DRAIN RING=�) I' III=L J ?^"' _ (' �;•,, r- - f a III- III- GRAVEL(SILT&CLAY TYPICAL EXTERIOR WALL III=I I FRACTIONS ARE NOT TO EXCEED p II-III 5%) Y U III=11 rll I=1 5EP - 1 2023 II=IIII -III-I MIN. MIN. -III-I I rb a I-III=I ® ® ® ® ® ® ® I II I DETAIL GROUNDWATER I I1=1I qq I I I SCALE:11/2"=1'-0" IIII I IIII $ z Will- II I II SEE DETAIL Nl =III= 11=III ON SHEET A-5.3 NOTE:BOTTOM OF ALL II 4'•0'IB-O'A9'•0'0'=III= � - =III=1 DRYWELL'SMUSTHAVE III=III=- SEE CALCULATIONS =1 - I V-B"PENETRATION INTO --.- -__:_._ _.._______-=__,:=-__ -- _-- -___ __ __ -..__-_._.____-______--__-- Q V M r+ 1=II=III=1 =III=III=' RATE ABLE MATERIAL II=T=III_ - III �"-_•`- -- --- --- .----- -_—:._ _— __-- _-----_- =111=III=11I _ _ -1TI-111=1 I - -- -- _ ---- - - - F 1= mz = =-=I I I-1T_I_I i l_I' 12 -- __--_ -___- - -=__- _-_--= __ __ --__=' ---- �i -III=III=II1-1II=111=-III=III=III=)II=III=III=III=III-III=1 a ..' -- - - -_ --__--- _- _:-_- _..____-- == -- --- _-:___- _::_ 11=I I I=L(=Ill=1=11=)I I=III-1=III=ll=1l= I- .-__---------------- - - �_ - - -- - - _ _ _ __- - TYPICAL ASPHALT ROOF �y W o D ETA IL ®TYPICAL DRYWELL NOT TO SCALE _---TYPICAL WON A-A393 ----------- ----__ DETAIL n ON --------- _ ------- -----------_L-- - TYPICAL HARDIE PLANK LAP 5ALL--T" IE PLANKSURE(PRIMED)OVER 9LUE51CIN'wVP100 ---- - --- - TYPICAL LANK.LA WALL-HARDIE FLANK(PRIME _ --- - --- Q o3o O W SELF-ADHERED MEMBRANE OVER s/b^'Gvx'PLYWOOD 5HEATIiIN6 OVER 2°Xb'STUD _-- --- --- WALL FILL WALL CAVITIES WITH INSULATION AS SPECIFIED ON SECTION(AND FINISH _-_--8 ------- ' WITH 5/6'GYPSUM BOARD.6YFSUM BOARD TO BE SCREWED,TAPED,SPALKLED(3 GOATS),4 SANDED,READY FOR PAINT.ALL CORNER BOARDS TO BE 5/4'X b' --_ _ f 2-P FBI AZ13C'.51DIN6 4 TRIM TO BE FAINTED WITH'BeUAMIN MOORE°°MOOR6ARD' -- 2_R -- TYPICAL METAL ROOF >O (COLOR TO BE SELECTED BY OWNER) i' iI a Im TYPICAL METAL ROOF I' I 00 STANDING SEAM ALUMINUM ROOF(COLOR TO BE SELECTED,SUBMIT SAMPLE)OVER ICE d WATER SHIELD OMRE ROOF)OVER 500 BUILDING FELT OVER 50 COX PLYWOOD SHEATHING OVER ROOF RAFTERS(SEE FLAW. t u TYPICAL ASPHALT ROOF- NEW ASPHALT ROOFING TO BE'SAP-TIMBERLINE HDZ SHINGLES''WILLIAMSBUR6 if SLATE'(OR APPROVED EGI UAL,SUBMIT Sk4PLE)OVER 50 0 BUILDING FELT OVER 5/6'C.UX PLYWOOD SHEATHING OVER ROOF RAFTERS(SEE PLAN). INSTALL ICE! E'P couaa+SEEEI p WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST 2'-0'INSIDE THE —DETAIL KI ON A 5 Z L EXTERIOR WALL LINE AND AT ALL VALLEYS,HIPS,4 A5 INDICATED ON ROOF PLAN AND AS REGAIIRED TO MEET CODE.WEAVE IN ALL VALLEYS TO CONGEAL FLASHING. TYPICAL COW051TE DECK COMPOSITE DECKING('TREX*OR APPROVED E0JAL) WIR 4 56'HIGH E RAILING SYSTEM1-'--,. CFEEN£Y'OR APPROVED EQUAL)(To BE SBK �TED BY OhP . ---- - - - ! _ _} , -- -- --- — 7- .,—. .:,.--.S.J..._, .._:... ,c:...� '�.,-.T,-+tea_.-+..._... EXTERIOR ELEVATIONS I I I —I WEST ELEVATION TYPICAL PLANK WALL- WITH FLAME ED'E&BRICK RI K FLATFOFW HARDIE FLAKK SIDING WITH FLAME EDGE t��R`-ERS• DATE: 7/18/23 BRICK TO BE 16LEN 6mr Mom$ SCALE:1/4"=1--W 53DD JOB k 19-93 A-5.1 REVISIONS WINDOW&EXTERIOR DOOR SCHEDULE-FIRST FLOOR 7/14/2023 UNIT LOCATION SIZEI+a°nouianrrl MANUFACTURER STYLE MODEL HARDWARE FINISH TEMPERED INOTES I 1-A Garage 2'4-x4'-1" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW24310 WHITE 1-11 Garage 21-6"x4'-1• ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW24310 WHITE Z 1-C Master Bathroom 3'-2"x5'-5° ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE % 1•D Matter Bedroom 3'-2"xS'-5° ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE 3 1-E Master Bedroom 3'-2"z51•5° ANDERSEN 4DO SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE 1-F Master Bedroom 3'-2"x5'-S° ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE 1-G Master Bedroom T-2"x5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE 4 1-H Breakst room 4'4"x5'-0° ANDERSEN 4DO SERIES TILTWASH DOUBLE HUNG PICTURE DHP42410 1-I lBreakstrwm 11'40"x6'-11" ANDERSEN A SERIES FRENCHWOOD GLIDING PATIO DOORS FWGD1110611-3 WHITE 5 14 Dining room 11'•10"x6'-11° ANDERSEN ASERIES FRENCHWOOD GLIDING PATIO DOORS FWGD3110611-4 WHITE 1-K Dining roam T-2"x5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE 6 1-1. Living Room 4'1"x5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG PICTURE DHP4252 TYPICAL EXTERIOR WALL-HARDIE PLANK SIDING 1-M Living Room 3'-2"x S'-5" ANDERSEN 400 SERIESTILTWASH DOUBLE HUNG WINDOW TW3052 WHITE HARDIE PLANK LAP SIDING-'V EXPOSURE(PRIMED)OVER'BLUESKIN'#VPI00 7 1-N Uving Room 3'-2"x 5'-5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE SELF-ADHERED MEMBRANE OVER S/8''COX'PLYWOOD SHEATHING OVER 2'Xb'STUD 1-O living Room 3'-2"x5'•5° ANDERSEN NANTU KEES COLLETILTWASH DOUBLE HUNG WINDOW 775 052 WERE WALL.FILL WALL CAVITIES WITH INSULATION AS SPECIFIED ON SECTIONS AND FINISH 1•P Living Room 3b"x7'•0' SIMPSON NANTUCKET COLLECTION ENTRANCE DOOR 77508 FP TBD X I.C. Garage 2'-6'x4'-1° ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW24310 WHITE WITH 5/6'GYPSUM BOARD.GYPSUM BOARD TO BE SCREWED,TAPED,SPAGKLED(5 Q 1-R Garage T-0"XV& CLOPAY CANYON RIDGE CARRIAGE HOUSE OVERHEAD DOOR DESIGN II BLACx FAUX HRDWfl W/REC23 WINDOW OPTION GOATS),4 SANDED,READY FOR PAINT.ALL CORNER BOARDS TO BE 5/4'X 6" +� 1.5 Garage 9'-0"xR4, CLOPAY CANYON RI DGE CARRIAGE HOUSE OVERHEAD DOOR DESIGNIl BLACK FAUX W/RECI3 WINDOW OPTION 'AZEK'.SIDING 4 TRIM TO BE PAINTED WITH'BENJAMIN MOORE'"MOORSARD" (COLOR TO BE SELECTED BY OVAL% F } WINDOW&EXTERIOR DOOR SCHEDULE-SECOND FLOOR 7/14/2023 TYPICAL METAL ROOF UNIT LOCATION SIZE(xPPROXIxuTr) MANUFACTURER STYLE MODEL# HARDWAREFINISH TEMPERED NOTES i-A Bath STANDING SEAM ALUMINUM ROOF(COLOR TO BE SELECTED,SUBMIT SAMPLE)OVER z F roo m#2 2'•1"x2-5' ANDERSEN 400 SERIES CASEMENT WINDOW C125 WHITE X ? TO Bathmom#1 2'-1"x2.5' ANDERSEN 4DO SERIES CASEMENT WINDOW C125 WHITE x ICE 4 WATER SHIELD(ENTIRE ROOF)OVER 5011 BUILDING FELT OVER DW COX Z G a w Z 2-C Bedroom#1 4'-1"v 2'•5" ANDERSEN 400 SERIES AWNING WINDOW AW41 WHITE PLYWOOD SHEATHING OVER ROOF RAFTERS(SEE FLAW. 3 Q Z C Z Z 2•D Bedroom#1 V-2'x5'•5` ANDERSEN 400 SERI ES TILTWASH DOU BLE HUNG WINDOW_ TW3052 WHITE x 2-E Bahrom#1 3'-2"x 5'•5° ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE x TYPICAL ASPHALT ROOF— 2-F Family Room 3'-2`x5'-5° ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE % NEYI ASPHALT ROOFING TO BE'GAF"TIMBERLINE HDZ SHINGLES'°WILLIAMSBIIR6 5 2-G Family Room 3'Q°x5'-5° ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE % g 2•H Family Room 3'-2"x5'-5" ANDERSEN 4005ERIESTILTWASH DOUBLE HUNG WINDOW TW3052 WHITE x SLATE'(OR APPROVED EQUAL,SUBMIT SAMPLE)OVER 30 M BUILDING FELT OVER _ 2-1 Family Room T-2'x 5'•5° ANDERSEN 4005ERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE x 5/8'COX PLYWOOD SHEATHING OVER ROOF RAFTERS(SEE PLAW. INSTALL ICE 4 - ' 24 Family Room 3b'x6'-10" ANDERSEN 400 SERIES HINGED INSWING PATIO DOOR FWH31611AR WHITE x WATER SHIELD FROM THE EAVES E126E TO A POINT AT LEAST 2'-0'INSIDE THE 2•K Bedroom#3 31-2°x51•5" ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE x EXTERIOR WALL LINE AND AT ALL VALLEYS,HIPS,4 AS INDICATED ON ROOF PLAN 2-1. Bedroom#3 3'-2"x5'-S° ANDERSEN 7005ERIESTILTWASH DOUBLE HUNG WINDOW TW3052 WHITE x AND AS REQUIRED TO MEET CODE.WEAVE IN ALL VALLEYS TO CONGEAL FLASHING. 2-M Bedroom#3 3'-2`x S'-V ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE x r r, 2-N Bedroom#2 T-2"x5'V ANDERSEN 400 SERIESTILTWASHDOUBLEHUNGWINDOW TW3052 WHITE x TYPICAL COMPOSITE DECK S P P •1 2023 10 Bad—.92 T-2"x5'-5" ANDERSEN 4DO SERIES TILTWASH DOUBLE HUNG WINDOW TW30S2 WHITE % FI WIR �p T— GOMFOSITE DECKING(TREX'OR APPROVED EQUAL)4 36'HI6E RAILING SYSTEM 2-P 8edroom#2 3'•2°z5'•5° ANDERSEN 400 SERIES TILTWASH DOUBLE HUNG WINDOW TW3052 WHITE % O= a 2-q Attic 5'-2"x 3 ANDERSEN 4005ERIE5 CASEMENT WINDOWS CN33 WHITE CIEMEY' APPROVED EQUAL (TO BE SELECTEDBY OWNER.I' DR Gamge attic 2-5' ANDERSEN 400 SERIES CASEMENT WINDOW C335 WHITE - - _ 6�11• c Q EXTERIOR DOOR 4 WINDOW GENERAL NOTES. --- -- - -� �--_--_---€ 9 I. WINDOWS TO BE'ANDERSEN"'400"SERIES'ALL GLAZING TO BE HIGH PERFORMANCE LOW-E4. 18'X 24'DECORATIVE LOWER FULL DIVIDED LITE WITH SPACER TOP/BOTTOM.1/8"MUNITN BAR DIVISIONS AS PER ELEVATIONS. VENT TO BE 9°",MOD9.4 2. DOORS TO BE'ANDERSEN-A'SERIES'.ALL GLAZING TO BE HIGH PERFORMANCE LOW-E4,FULL LVN518X24 DIVIDED LITE WITH SPACER TOP/BOTTOM.1/8"MUNITN BAR DIVISIONS AS PER ELEVATIONS. e 3. ALL WINDOWS 4 DOORS TO HAVE WHITE HARDWARE OR AS SELECTED BY OWNER y 4. ALL GLAD DOORS AND WINDOWS TO BE WHITE.ALL SCREENS IN WINOOW5 TO BE'TRUSCENE"- 'AMV 5/4'x 4'CASING r WHITE,SCREENS IN DOORS TO BE STANDARD MESH-NHITE 5. HEIGHTS AND WIDTHS LISTED ABOVE ARE APPROXIMATE AND ARE NOT TO BE USED FOR FRAMING ROUGH OPENINGS. --- ----- --- ---=ep==-- - -- - — — - — _ - -- it -- _- - -_--- --- - -- --- __--_- =-=-___-----96-HIbH Y4RE RAILINS-5Y51EM-._._-.___---:-- '--.-- �E- � emu• rMIOAL ASPHALT ROOF FLASHING(TYPICAL) _ 6/4'x 4'(CUT)'AZEK' --__- - __--- — = C 3 CAPITAL ----- a, 'AZEK'#AZM-105 3/4° -- ------ -------------- ----- ----------- _._.._.,._____ ..- ..- _-_-. ---- --_-- V!° 1 v4° QUARTER ROW --- -----' _•- .._. ------ ---.__-------- --- ---------- I f .,, - ----- --- - -- s;, - --- - - - - - - ---- ----- --- -- - - i ` - --- - -- - -- ICAL--WINDOW'A',SEE ,.. �,, �- 7 Q 3 O 6L.i --------- -------- 5/4°x 8''AZEK'SHAFT - -- --- -- - ---- ,,:.. --.�.: �; �:. _.. -- ----__=rrPicAL ExTI3xIOR-wALU-----_- -------------- i rY - s ;•7 - - -- --- - ------------- -- ------HARDIE-pLAKK�5IDING==-_ - ,". k.,= �.. - r::'•,,,, '' .. 5/4'x 8'AZEK'SHAFT = =__' -__-_ -__-_ __ -- -- -- - $2-N. 2-M G - 5/4'x 8°'AZEK'BASE --_-__ --<-------- ----- - t --- -- _- — 0 O WITH BEVELED E06E - _ ol EHHH EHI L 111 -HH COLUMN,SEE- - -'AMG' D E T A I L _=_ -DETAL#ION'A4.2 -PiLER =__ 2 �I tL AZEiG'GDLUMI sly n I'- ;', I�• .�• ��' DETAIL 01 ON A-92 T7j SCALE:11/2"=1'-0" EXTERIOR ELEVATIONS I I - �- r - 'FETPISYLVANIA'BWESTONE PLATFORM mlreL FYTFRIAP o 1 - SOUTH ELEVATION �GK TO BE�'� HARDIE PLANK BIDINS� TYPICAL GGPTFosITE DECK DATE; 7/IB/73 Sam JOB# 19-93 SCAL$1/4'-1W A-5.2 REVISIONS Ol , 2 �*fD�9 3 0,° - 'AZEK'3°GROWN#AZM-92 W/ a 1/2'x 2°'1 GAP 6/2'OVERMANS) o 5 \epr �41hGe�l� AZEK'5/4°x 6°HEAD CASING 6 'AZEK'5/4'x 4°SIDE GASINS 7 i 'AZEK'RAKE#AZM-281 j/ Ip P X b°'AZEC'RAKE BOARD / WINDOW SEE SCHEDULE < W LILILIL AZEK'S 1/2'BED MOULDING ZF_F 3 OAZM-25 v� EJIE J 1'X b-AZEC'RAKE BOARD / �/ 44EF� 'IHISTORIC SILL NAZM-6930 C LL c l<o rd°4166 0NSLEMOULD z� �O ��� TYPICAL WINDOW "A"- y�Zo �Z SCALE:1/2"=1'-0" fiUTTER 5/4'X b" 5 'AZEK'FASCIA G 'AZEK'5/4'x 4'HEAD CASING 'AZEK'5/4'x 4°SIDE CASING �� IOtz o T:z �z ed 'AZEK'5'GROWN MAIM-41 WINDOW,SEE SCHEDULE 5/4'X 10''AZEK'FRIEZE BOARD DETAIL 'AM'HISTORIC SILL NAZM-6930 1 TYPICAL WINDOW "B" SCALE:11/2"=1'-0" IV8`XR2" TI SCALE:1/2"=I'-&' S� Y LVN815x24 DETAIL � 'A26G'5/4'x 4°LASING Q+ ----- ----- ---------- ---- -------- --- _ SEE DETAIL#1 �V EXTERIOR WALL R HARDIE PLANK SIDINGTON SHEET A-5.3 11) —`- TYPICAL-ASPHALT-ROOF---:_: :-- _ -- _:—_.----`--------$- _� - - �F YPICAL - --- -_—-_ - -_-_ ---- - - - _ - -- -_ - ----- — HARDIE PLANK LAP SIDING-T EXPOSURE(PRIMED)OVER BWESKIN'RVPI00 SEIF-ADHERED MEMBRANE OVER 5/b"GDX'PLYWOOD 5N^cATHIN6 OVBi 2'Xb'STUD - o° -- --_- -_-- — -_- - - ------------- -------- ------- WALL.FILL WALL CAVITIES WITH INSULATION A5 SPECIFIED ON SECTIONS AND FINISH WITH 5/b°GYPSUM BOARD.GYPSUM BOARD TO BE 5GREV�,TAPED,SPAGKLED(5 p $ _ -o u.r GOATS t SANDED READY FOR PAINT. b°ALL CORNER BOARDS TO BE 5/4 X �y - - z" 'AZEK'.SIDING t TRIM TO BE PAINTED WITH'BEN.IAMIN MOORS''MOORf'ARD° yy U b a (COLOR TO BE SELECTED BY OWNER) }M d - - - --- -------- --- - -- �`�y -- '----- TYPICAL WNDOW'B"LS?M •� DETAIL n ON A-93 I Q I TYPICAL METAL ROOF STANDING SEAM ALUMINUM ROOF(COLOR TO BE SELECTED,SUBMIT SAMPLFa OVER il- Fr ti I ICE t WATER SHIELD(ENTIRE ROOF)OVER 30><�11LDINS FH T OVA 5/6'COX Ll PLYWOOD SHEATHINS OVER ROOF RAFTERS(SEE PLAN). rl,, --- - - TYPICAL ASPHALT ROOF- Ull 2 L 2-K 6a. F NEW ASPHALT ROOFING TO BE°GAF'TIMEERt INS HDZ SHINSLES''WILLIAMSE71R6 rn �P1 SLATE'(OR APPROVED EQUAL,SUBMIT SAMPLE)OVER 30#BUILDING FELT OVER '• .,A _-_ - �f 5/5-COX PLYWOOD SHEATHINS OVER ROOF RAFTERS(SEE PLAN). INSTALL ICE t p WATER SHIELD FROM THE EAVES EDSE TO A POINT AT LEAST 2'-0°INSIDE THE 00 EXTERIOR WALL LINE AND AT ALL VALLEYS,HIPS,t AS INDICATED ON ROOF PLAN AND AS REQUIRED TO MEET CODE.WEAVE IN ALL VALLEYS TO CONGEAL FLASHINS. p� TYPICAL CIOMP051TE DECK SYSTEM----- - MP051TE DEGKINS TREX° EGUI t r ------ ('FEENNEPY'OR APPROVED EQUAL)(TO BE SELEGTE7 61 OWNERI I�E h i ill TYFIa&L -- -- -- - 1-G 1-F I SEE ----- -- — DETALtu2 9 ! ��'. C — ? �� _-;,i EXTERIORELEVA7I0NS �J 0J I DATE: 7/16/23 I EAST E L E V A T I O N Sc'nLlc TcI:'rI )OE# 19 93 EXISTING 13ILCO DOOR REPAIR t RE-PAINT A5 REQUIRED SCALEI/4'-III A-5.3 ROOF 4'lW----jF4'VENT ROOF REVISIONS TYPICAL EXTERIOR WALL-HARDIE PLANK SIDING 1 BATHROOM#2 I BATHROOM#1 HARDIE PLANK LAP SIDING-T EXPOSURE(PRIMED)OVER'BLUCSKIN'#V PIOO I SELF-ADHERED MEMBRANE OVER 5/6''GDX'PLYWOOD SHEATHINS OVER 2'X6'STUD 2 J WALL.FILL WALL CAVITIES WITH INSULATION AS SPECIFIED ON SECTIONS AND FINISH WITH 5/8°GYPSUM BOARD.GYPSUM BOARD TO BE SCREWED,TAPED,SPAGKLED(9 3 GOATS),4 SANDED,READY FOR PAINT.ALL CORNER BOARDS TO BE 5/4'X 6" -r2---r T _ -- °rAZEK'.SIDING 4 TRIM TO BE PAINTED WITH SENJAMIN MOORE''MOORGARD' 4 I 2� I (COLOR TO BE SELECTED BY OYAIEII II 11r 12' 1/r j 11/I rl I yr 5 I l I rrFIGAL METAL ROOF 6 S STANDING SEAM ALUMINJM ROOF(DOLOR TO BE SELECTED,SUBMIT SAMPLE)OVER W.C. SWK i WK W.C. ICE 4 WATER SHIELD(ENTIRE ROOF)OVER 900 BUILDING FELT OVER SW GDX 7 SECOND FLOOR SHOIYER I SHOIYER SECOND FLOOR PLYWOOD SHEATHING OVER ROOF RAFTERS(5E£PLAN) 2' 4' r I T 4' 2' TYPICAL ASPHALT ROOF- NEW ASPHALT ROOFING TO BE'GAF"TIMBERLINE HOZ SHINGLES''WILLIAMSBIIRIS r? ? CO. SLATE'(OR APPROVED EQUAL,SUBMIT SAMPLE)OVER 90 0 BUILDINS FELT OVER Q g a' 4- 5/8'GDX PLYWOOD SHEATHING OVER ROOF RAFTERS(SEE PLAN). INSTALL ICE 4 + 3 DRAW I DRAW 4DRAIN WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST 2'-0'INSIDE THE I IL EXTERIOR WALL LINE AND AT ALL VALLEYS,HIPS,4 AS INDICATED ON ROOF PLAN t Q C AND'4 3 ` 1�4'VEM ROOF LoZ .'REQUIRED TO MEET GODS.Y�AVE IN ALL VALLEYS CON GEAL NGEAL FLASHING. [ e W y �-VVENT ROOF l�4'VENT ROOF 4'VENT ROOF 2;2 �G F a5 r TYPICAL COMPOSITE DECK Z p a L9 I I I I COMPOSITE DECKING('TREX'OR APPROVED EMAL)4 96'HIGH WIRE RAILING SYSTEM F z G CFEBNY'OR APPROVED EMAL)(TO BE S38GTED BY OMER). CC O 3' MASTER BATHROOM �3' LAUNDRY 3' POWDER ROOM 3 3 5 x a I 2° I z' I KITCHEN g a ' r-- --2"___ r-----_ r--r--_ r- I "/2'I I I 2°1 I I SWK WC I I I SWK I SWK d ; SHOIYIIt i rIlAll- ID.W. F" Z FUN FLOOR I FIRSTFLOOR I FIRST FLOOR � d•-. �O z' a' 2° 1 z° I r a° IL 3"�'°�►ir, 1� jCO. j Co. I CO. I C.O. I 4'DRAW I DRAIN I DRAW I DRAIN DRAW I DRAW I DRAIN l DRAW PURPLE PRIMER TO BE IISED ON ALL III I 12 PLUMBING RISER DIAGRAM ALL FIXTURES TO DRAIN TO NEW SANITARY SYSTEM JOINT TMWA110KA AS REQUIRED 2 THE (DESIGNED BY OTHERS) 2015 FA INTERNATIONAL BU 003..ODE FOR I d V r N SCALE:N.TS. 2 FAMILY DWEiLINEf�(P3003.41) O Z F ul o: n o - ------- -------------- ------- ------------- ------- -- - ------- ------------- --- -- ------- ------- ----- VII m N A z- U v V ---------- -------- ---------------- _ o w CH [it W� JFT 2-_C 2-B 2-A - —nPIGAL"-ASPHALT-ROOF —HARDIE'PL7VaC5ro 00 im SEP TYPICAL WINDOW'A's� , I "'�" ! ,'-2.,O DETAIL 02 ON A-9-9 'J e 1-8 1•E 1-D 1-C EXTERIOR ELEVATIONS _ - - DATE: 7/18/23 I NORTH ELEVATION MMOEXISTING BILGo DOOR REPAIR k 19-93AIR _ i - 4 RE-PANT AS REQUIRED A-5■4 SCALE I/4°=1'-0" + TYPICAL EXTERIOR WALL-HARDIE PLANK 51DIN6 HURRICANE STRAPPING SEE REVISIONS HARDIE FLAW,LAP 51DIN6-'I'EXPOSURE(PRIMED)OVER'BLUESKIN'MVPI00 TYPICAL ASPHALT ROOF- DHTAIL#4 ON SHEET A-0.2 , RAFTER TO WALL SELF-ADHERED MEMBRANE OVER 5/6''GDX'PLYWOOD SHEATHING OVER 2'X6'STUD NEW ASPHALT ROOFING TO BE'6AF''TIMBERLINE HDZ SHINSLE5''WILLIAM58UR6 I I HURRICANE STRAPPING SEE 1 WALL.FILL WALL CAVITIES WITH INSULATION AS SPECIFIED ON SECTIONS AND FINISH SLATE'(OR APPROVED EQUAL,SUBMIT SAMPLFa OVER 50 M BUILDING FELT OVER I- 'I j I DETAIL#6 ON SHEET A-0.2 2 WITH 5/8.GYPSUM BOARD.GYPSUM BOARD TO BE SGREVJEV,TAPED,SPAGKL®(3 5/6'GDX PLYWOOD SHEATHING OVER ROOF RAFTERS(SEE FLAN)• INSTALL ICE 4 ;,I; GOATS),b SANDED,READY FOR PAINT.ALL CORNER BOARDS TO BE 5/4°X 6' WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST 2'-0'INSIDE THE R-30 BATT L____ 3 AZE:'.SIDING b TRIM TO BE PAINTED WITH'BENJAMIN MOORE°'MOO EXTERIOR WALL LINE AND AT ALL VALLEYS,HIPS,b AS INDICATED ON ROOF PLAN INSULATION ,:r 1`, (COLOR TO BE 5ELEGTED BY OVWEW AND A5 REQUIRED TO MEET OODE WEAVE IN ALL VALLEYS TO CONGEAL FLASHIN6. 4 TYPICAL CQ051TE DECK ..' TYPICAL METAL ROOF .'.,l,"' ATTIC 5 STANDING SEAM ALUMINUM ROOF(COLOR TO BE SELECTED,SUBMIT SAMPLFJ OVER COMPOSITE DEGKINS('TREX'OR APPROVED EMAL)b 36'HIGH WIRE RAILING SYSTEM 12 f ICE b WATER SHIELD(ENTIRE ROOF)OVER 300 BU (�NEY'OR APPROVED EQUAL(TO BE SELECTED BY OWNEW. ILDING FELT OVER 5/8°COX , ,. + 6 PLYWOOD SHEATHING OVER ROOF RAFTERS(SE PLAN). Irz'PLYWOOD SUBFLOOR 1 - P I TYPICAL ASPHALT ROOF 12 R-19 BATT INSULATION W/ Y PICTURE FRAME&TOP Z J Q -a' PLATE AIR SEALING LJ.m Q p-0 TYPICAL COMPOSITE FAMILY ROOM BEDROOM #1 FLOOR TO FLOOR Z Z p iLil71 ATTIC T '� I WOOD FLOOR WOOD FLOOR STRAPPING N SEE C F a Lc Z O Z Z a4 H p I/2 PLYWOOD SUBFLOOR r— >— , DETAIL#4 ON G ul I`'-- - SHEET A-0.2 3 p p µ�1 :.�l,;.y:.J�e;.�.;+^�+.;�:fin, �,1r .,fir'• y' ,",, ;'.'/`!^' ✓1' /9 {`V\"n ,.f.f.,/.,,;• I _ WOOD POST TO FILL VOID W/ L CEILING JOISTS AS PER PLAN-1HEADER HURRICANE ROXUL' STRAPPING,SEE INSULATION 5/6'TYPE'X'GYPSUM BOARD ALL WALLS I DETAIL 05 ON SHEET MASTER BEDROOM SILL PLATE TO b CEILING OF 6ARA6E A-0.2 r WOOD FLOOR STUD BREAKFAST WOOD FLOOR FIRE BLOCKING(CATS CUT,AT HURRICANE L FIRE BLOCKING(GATE CUT)AT STRAPPING,SEE ''- IL MIDSPAN OF ALL WALLS(TYPICAL)' GARAGE TYPICAL COMPOSITE MIDSPAN OF ALL WALLS(TYPICAL) I DETAIL#1 ON EXISTING SLAB TO R-38 BATT SHEET A-0.2 R04AIN.PATCH b REPAIR INSULATION AS R IR®.APPLY r WALL TO FOUNDATION TLUST-0LELIM'EPDXY a ----- ---_-- -------- ---- - STRAPPING,SEE DETAIL SHIELD'FLOOR COATING p! ;I'•r. I L b CLEAR GOAT. r,;.,•';;'v':/1,�'v1 :,,'';\^r';"f,ti:`v`• ,,r:',r•:`rs:a,,,,."�;,°,1'^i,'v,is'4/':`�` \�' I CRAWL SPACE 'VIPER''G5 VAPOR BARRIER" FILL IN TO CREATE CRAWL SPACE 65 MIL r---- 2'CONCRETE SCREED COAT OVER 6 MIL + ° VAPOR BARRIO PROVIDE 5/8 0 ANCHOR BOLTS x HURRICANE STRAPPING SHE I - I •, 45"O.G.MAX.,I'-0'FROM �y g DHTAIL#a ON HE A-o.z I i '� EACH CAFdIER NO LESS THAN 4 V z F �. 9 ,fit.. - - ._ ram,- ya•:.�.µ}F-. ; SHEET �;,.��'-��s ;� -c::�,�gg�."`<� ;;�-� .'�„ �= 4r�s%�: PER SILL,A5 PER CODE BOLTS -- --I ,t '.:. •:a?'{ >Syz ,>:-yt.:x:x..:s"-' -..,.Ts _�`li -'�;"��;,N:'' 2+a`}'s ,`- Gf T SHALL 1 O ��-t''- ����'- Q��`'�';� d.F 2r.��� z�3'' ;aka.•�_;,,;�'����-is^-x-"�.'�ir`�.=s;""'fit_- ALL EXTEND AMMIMIAt INTO CONCRETE(TYPICA R-30 BATT U3 :<sA=..2= ''.4=�•`' a � �:cx: -: ,.�'.'-rh`4.�.. .:_n,5,.. '_asss'��h.�,•;. w :'Nx' L) F' ill SECTION INSULATION ,^'C;- ,�'i�•��-.'.,`;*?'i-'4;�;:i��r��_gi-S'�r��c'sy;�`:1'�,s<:r��'<Y�ryv,".?-�"^`�';r:7�`o,,.F rc.,�S�1zF���t-,��f`vA���� ; �V ATTIC O W SCALE:1/4"=1'-0" U2.PLYWOOD SECTION , BUEAOOR SCALE:1/4"=1'-0" — I u GYPSUM BOARD y= I WALL FINISH ���II G v L_ 1 } J TYPICAL EXTERIOR WALL.SEE TYPICAL BASE �1 U a RAFTER TO WALL I MOULDING,SEE1��11 HURRICANE STRAPPING SEE BEDROOM#2 SIMPSON STRONG TIE G516 DETAIL DETAIL 46 ON SHEET A-0.2 WOOD FLOOR I INSTALL STRAP AT EVERY STUD TO TYPICAL WOOD Q �p O lil- SILL PLATE CONNECTION AS SEE NOTE TYPICAL FfETAL ROOF FLPSHUN I FLOOR TO FLOOR REQUIRED BY CODE,SEE STRAPPING I �`� HURRICANE DETAIL STRAPPING SEE INSTALL LCE b WATER SHIELD ON ENTIRE IDETAIL 04 ON PROVIDE 5B°A ANCHOR BOLTS 6 45' j LOW PITCHED ROOF("CAL) I I SHEET A-0.2 O.G.MAX,I'-0'FROM EACH CORNER, U a I NO LESS THAN 2 PEP SILL,A5 MR CODE.BOLTS SHALL EXTEND A MINIMUM OF l'INTO CONCRETE II l/6'TO FLOOR'AZEK A ya9 OAR BEAD -I (TYPICAL) JOIST ]O BOARD PILL VOID W/ 'AZEK'4'OROVN#AZM-4q CEILING ROXUv vvPQ �.B. INSULATION COPPER TERMITE 54 I 2 GROVW LIVING ROOM } (2)2 x 6 AGQ SILL A R-19 BATT INSULATION W/ OAZM-52 WOOD FLOOR PLATE PICTURE FRAME&TOP PLATE AIR SEALING 1/2'GYPSUM BOARD R-31 BATT FINISHED GRADE TO CEILING FINISH INSULATION SLOPE A,AY FROM-,,,. c 'J a tTi BUILDING12"POURED CONCRETE Q FOUNDATION WALL ;117po (2)p5 REBAR-O TOPS n_ -III III-III. III—III—III I I I I I I I BOTTOM-OF FOUNDATION, - v. NEW CRAWL SPACE ' C -!� i 2'CONCRETE SCREED COAT OVER 6 - - PROVIDE 51816 ANCHOR BOLTS a 45e `f- '; ^MOOR ELEVAITONS MIL VAPOR BARRIER DAMPROOFIN6 OR Or-MAX,I'-0'FROM EACH CORNER,NO r- -1 WATERFROOFIN6 TO BOTTOM OF LESS THAN 1 PER BILL,A9 MR CODE I FOOTING(SEE GR055-9EGTIOW < 1 /B BOLTS SHALL EXTEND A MINIMUM OF 1" I ISEP l __• DATE: 7/18/23 INTO CONCRETE(TMICAL) I '. I 1 a 202E j L____J SECTION DETAIL F)OB# 19-93 1 f SEE DETAIL#1 ON SHEET A-1 A-6