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BP22-146
PERMIT # 1-c'-/ DATE: cEXP: SECTION % BLOCK //LOT TYPEOF WORK ' QO� /T/ ` �>�/OIG.ICT�//O� IC�•'�1/z2710/1S�/�N2CiJO✓1�' g JOB LOCATION k7Y/d %/ ✓e- / OWNER O p " ��f / .> 4� //1--�� //J !p fO��XS %�%J� p CONTRACTOR l£IC %7 ) -�/�I/i'!PS /2//(9/4I)�I34'"Oc�JrU EST. CO FEE S _ Ipb �O # FEE ATEC� TCO # ____ FEE DATE INSPECTION RECORD D T FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION vt_UMBI ED RG LUMBING GAS o SPRINKLER EIkCTRiC J LOW4OLT C ALARM o, AS BUILT FINAL �/�ow/ 3_ L/C�)���TlQ ARB OTHER APPROVALS olOaivi- BOT PS ZBA OTHER UiLTIFINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION VILLAGE)6F RYE BROOK WESTCHEST,ER COUNTY, NEW YORK /% No : 24-008 Certificate of Occupaucp This is to certify that &.--ndkio of, le rU 6 , having duly filed an application on 0"O�P)[���/� (D 20 ,2 requesting a Certificate of Occupancy for the premises known as, ` A4 Zat(. -1a q-e yl Rye Brook,NY, located in a �- l5 Zoning District and shown on the most current Tax Map as Section: / Block: / Lot: 6 and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No.X— issued ?,) 20 0 2 such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications,Use: 3 -e ' / Construction: for the following purposes: h Q(il(. / 7 I Ci IyIYiUY F �X�-e�� yY Y�1�0va�IL��IS, s4eps, Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in hei ht shall be m ,n shall the building be moved from one location to another until a permit to accomplish such change h en o e 0 a Building Inspector. Building Inspector,Village of Rye Brook: Date: FEB 0 6 2024 D DBUILD For office us�onl � MENTPERMIT# yt0 JAN 2 6 2024 VIL OF RYE OK ISSUED: 938 KING STRE YE BROOK, YORK 10573 DATE: / —a tea—a y VILLAGE OF RYE BROOK 9 -0 O FEE: ,�y�� RS— PAID BUILDING DEPARTMENT wvv'>t ro lr ar APPLICATION FOR CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE.) AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION srsrsrrsssrrr*s*ssssrrsssrsrss**rrsssrsrssr*rrsrsssrssr+r++♦++r*rrssrrrrsrrsrrsrrrrrrrssrrrrssssrsssrssssssss**sssssssssssss► Address: 464 Z,4{✓2►O Occupancy/Use: 7 Parcel ID#: /2 5. 6 7 - 5 O Zone: F- 5 Owner: 4-cw P0e-rJ3776ikJ Address: L/ X-'jt 'r, n- P.E./R.A.or Contra tor: Address: Person in responsible charge: T7 E_fra k Address: b 6 Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: r/ /� 7� T;t-•f k �(/ being duly swom,deposes and says that he/she resides at (f 6 H PT 11,0t�/ 1217 42 0 (Print Name of Applicant) (No.and Street) in 4491 ,in the County of lips"'Lo rl in the State of ,that (City/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ 2p-i 079O a for the construction or alteration of: Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this 5 Sworn to before me this day 1 , 20 day of 7 , 20 gnature pert, ner ture of Applicant Y Print N of Pro r I O - Print Name of Applicant P>mcDr >}�e a Notary r� Notary Public IOC-Std o 01 NeW YO& SHARI MELILLO P.0$'r m 01 73 Notary Public,State of New York E! QuABW In Na&m Cos<uft �L- No,OIME6160063 jpp IjgiTee Dom. 24, 2k. Qualified In Westchester County ,i . • .; {Lommissirjh January 29,20 QyE BRC��• Q) BUILDING DEPARTMENT BUILDING INSPECTOR /t]ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street• Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.ors - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - -- - - - -- - - ADDRESS :- �� V \ DATE: ��Z.\-Lcz` �,, PERMIT# fv ISSUED: 7� SECT: BLOCK: LOT: LOCATION: �t� � V� OCCUPANCY: Z \ V ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P.Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION FINAL r❑ OTHER QyE BRC�k, 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.ore - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: DATE: PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER • �E BRC�jk. cu � 1982• BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : ` C` DATE: PERMIT# ISSUED: 1\�ECT: BLOCK: LOT: LOCATION: ' V� , OCCUPANCY' ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING Q ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE[3RC�jk. O� 2m 1982 BUILDING DEPARTMENT FSS LDINGINSPECTOR ISTANT BUILDING INSPECTOR VILLAGE OFRYEBROOK DE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : �1 �CJ��� ��`Q DATE: b PERMIT# W 2Z 14 6 ISSUED: 14ECT: BLOCK: LOT: LOCATION: V�Z�C�� t�l'� OCCUPANCY' 2 I ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE AFOUNDATION D UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�k. cu � • 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - LlADDRESS : DATE' rERMIT# ISSUED: h2 SECT: BLOCK: LOT: LOCATION: / h OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED , ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �D = rt c'V N o a 2 �y y v h+l r' y cc 0 C: L = 0-4 ov b r- � s a1 olo T � � � W � °� o � E a„•� • h� V W W �^p o d o o 2L ■ [F d -o j A W p � M j o �°�' g 9U � � � E W R••� wp z 75 7� ° z c tz N o 1-4 M . ��'� Q W W z W °�" u • w A a ►� �' C z $ c � vv � O p Lj nw M� W QPit u MM� W � O O �- g •� � x Zo �0 wl c7 O A Z O � 73 rTj 5 z „" © W W ] a � Q. av W �.y U + F . . a . REVISED _ BUILD �` MENT 4qR 7 2022 APPLICATION 938 KING rr RYE BR ' ,NY 10573 I FEB 18 2022 DD DATED: �q, Y �---- o ` VILLAGE OF RYE BROOK R MAY - 9 2022 ED BUILDING DEPARTMENT E WIS -- -- •irrirr rrrr rirrsttit[t#tst4ttii##ri#####ti iiti#i##ii####r4#tiit##iit###tit#!#t#itr#tit#i##tt•####i FOR O N LY: Approva Irate er it# �CJ�/ Application#VV Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: _ : Date: i5 SOT Approval Date: Case# Chairman: PB Approval Date: Case# Secre ZBA Approval Date: Case# tt Other: Application F Permit FeesA 31 a 00— 2�06 irrtr#t#tt#####i###tt#ii##t++r+++rrtr#•rrtr#irrtr#t#i###iirt#•i�+i#+t+i+#i#i##iittittttt++##++t+•+t+++i+r+a EXTERIOR BUILDING PERMIT APPLICATION Application dated +> is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures.additions,alterations or for a change in use,as per detailed statement described below. I. JobAddress:44 Lawridge Drive,Rye Brook,NY 10573 2. Parcel ID#:129.67-1-50 Zone: R15 3. Proposed Improvement(Describe in detail): Second floor office addition,exterior envelope renovations including new windows,doors, siding trim,shutters,roofinq,gutters$leaders,lights.fencing.replace front portico and steps.Limited interior renovations provided Includina interior 2nd floor door replacement.select interior finishes,sheetrock,painting,miscellaneous repairs and lighting fixture replacement at Billiard's Room. 4. Property Owner: Geoff Bauer Address:44 Lawridge Drive.Rye Brook NY 10573 Phone# (M)515-7175 Cell# e-mail gbauer@gmail.com List All Other Properties Owned in Rye Brook: Applicant: Geoff Bauer Address: 44 Lawridge Drive.Rye Brook,NY 10573 Phone# (W)515-7175 Cell# e-mail Architect: LAN Associates E.P.A.S..LLP Address: 252 Main Street,Goshen,NY 10924 Phone# (645)615-0360 Cell# e-mail James.diana@lanassoriates.com Engineer-, Address: Phone# Cell# t e-mail General Contractor: /�� QC,`i'J� �/ —" /�}/>r1 f/t/l Address: r S N Y a5b�- Phone#_9 # 5o Cell# e-mail 11) $l12r2021 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: 1-Family Post-construction: 1-Family 6. Area of lot: Square feet: 15,154.9 Acres: 0.35 7. Dimensions from proposed building or structure to Iot lines: front yard: 45.0' rear yard: E31.4' right side yard: 28.4' left side yard: 17.9' other: 8. If building is located on a comer lot,which street does it front on: N/A 9. Area of proposed building in square feet: Basement:Existing Is'fl: Existing 2,d fl: Existing 3`d fl: NIA 10. Total Square Footage of the proposed new construction: 334(office,front porch,shed) 11. For additions,total square footage added:Basement: 0 1 s`fl: 126 2nd fl: 208 31d fl: NIA 12. Total Square Footage of the proposed renovation to the existing structure: 0 13. N.Y. State Construction Classification: 513 N.Y.State Use Classification: R-3 14. Number of stories: 2 Overall Height: 27'-31/2" Median Height: 23'-0 112" 15. Basement to be full,or partial: Existing to remain , finished or unfinished:NIA 16. What material is the exterior finish: Fiber cement board cedar shakes 17. Roof style;peaked,hip,mansard,shed,etc: Gable Roofing material: Asphalt shingles 18. What system of heating: Existing forced hot airicentral A/C 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: X (if yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No: X Area: 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: X (if yes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: X (rf yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: X (if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes : No: X (f yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: X (ifyes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: X Indicate: TIER 1: TIER 1I: TIER III: (ifyes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: N/A 29. What is the total estimated cost of construction: $ ISHY' ld Cam- o Q=- Note:The estimated cost shall include all site improvements, labor,material,scaffolding,fixed equipment,professional fees, including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CIO. 30. Estimated date of completion: TBD (2) 8/12/2021 xt here BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: Section: Block: Lot: PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14%° 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 15,154.9 Sq. Ft. 15,154.9 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 2,207 Sq. Ft. 2,207 Sq. Ft. b. Area of I st Floor Divided By Area of Lot x 100 15 % 15 % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) 0 Sq. Ft. 0 Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 0 % 0 % 4. AREA OF DECK 450 Sq. Ft. 450 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 3 % 3 % I attest to the best of my knowledge and belief,the above information is correct. Architect's Signature (3) 8/12/2021 Type text here Ir L BUILDING DEPARTMENT REVI VILLAGE OF RYE BROOK PLAi T MAR - 7 2022 938 KING STREET RYE BROOK,NY 10573 DAT (914) 939-0668 — BUILDING DEPARTMENT IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address:44 Lawridge Drive Section: 129.67 Block: 1 Lot: 50 Zane: R15 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts, swimming pools, patios,sidewalks, ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area(sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 & larger 11,260 22 R-7 40 R-5 30 R2-F 30 *"Base Lot Area"is the minimum end of the lot size range in the"Lot Area"column Area of lot: 15,154.9 sq.ft. Existing Allowed Proposed Total impervious coverage = 5,636 S .ft. 5,340 S . ft. 4,337 ScIft Front impervious coverage = 38.2 % 35 % 38.2 % I attest to the best of my knowledge and belief,the above information is correct. Architect's Signature (4) 8/12/2021 Type txt here BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 44 Lawridge Drive Section: 129.67 Block: 1 Lot: .5o MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + ((Lot Area—21,780) x 0.11478421 ]: a. Allowed = 3,240 Sq. Feet b. Existing = 2.242 Sq. Feet c. Proposed = 2,242 Sq. Feet - Z HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10%of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using the formula; Height I Setback=X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EUS77NO PROPOSED REQ[!/RED FRONT: FRONT: FRONT:. .44 R-35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 1P--25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 0-20 SIDE: SIDE: SIDE: 1.60 FRONT:Existing FRONT: Same FRONT: .60 .47-15 SIDE:Existing SIDE: Same SIDE: 1.60 FRONT: FRONT: FRONT: .80 H-15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 R--12 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 RL f0 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 IP7 SIDE: SIDE: SIDE. 3.00 FRONT: FRONT: FRONT: 1.20 IP5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R_2F SIDE: SIDE: SIDE: 4.00 1 attest to the best of my knowledge and belief, the above information is correct. Architect's Signature (5) 8/12/2021 1-Fam D F IIEJ 'IIJ V E BUILD MENT VIL E OF RY, OOK FFEB2 8 2022 938 KING ET Ri,E BR ,NY 10573 _0 VILLAGE OF RYE BROOK -� BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE �216 - STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as; 31, Geoff Bauer , residing at, 44 Lawridge Drive,Rye Brook,NY 10573 (Print nanic) (Address where you live) being duly sworn,deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 44 Lawridge Drive , Rye Brook,NY. (Job Addressl Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer,and further that there are no roof drains,sump pumps,or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Signature oi'Proper cr(s)) (Print Name of Property Owner(s)) Sworn to before me this Z� day of `l , 20 l�" (Notary Public) SCOTT J.GOWE NOTARY PUBLIC OF NEW YORK I.D.S 01GO6357188 7 C MY COMMISSION EXPIRES .�ll7/G 1/7 J (6) 8n 2/2021 ILLUSTRATION OF HEIGHT / SETBACK RATIO Setback Line for Maximum Height REAR I jI Minimum Setback Line `a I C19 d WQO 1 1_ ug�. p O 22 271 3 "a` N HOUSE 1 "ek / POTENTIAL = v 21 C o c BUILDING E a a o ■ m o I I ENVELOPE E H r N FRONT l I Area in which Average Grade is Measured STREET Average Grade Along Property Line at Property Line ELEVATION PLAN Table R301.2.0) 2020 1RC CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRICTS IN RYE BROOK GROUND- WIND SPEED TOPOGRAPHIC SPECIAL WIND- SEISMIC DESIGN SNOW LOAD (mph) WIND EFFECTS WIND BOURNE CATAGORY WEATHERING REGION DEBRIS ZONE 20 psf 115/120 NO NO NO D SEVERE FROST LINE TERMITE WINTER DESIGN ICE BARRIER FLOOD AIR FREEZING MEAN ANNUAL DEPTH PROTECTION TEMP, UNDERLAYMENT HAZARDS INDEX TEMP. REOWRED REGUIRED 42" YES 15 YES FIRM MAP 1000 52.2 36119CO279F 9/29/07 (5a) 8/12/2021 This form must be properly completed ¬arized by the Design Professional of record and the Property Owner. Failure to provide this completedJQaR_jyitkVour permit application will delay the permitting proce .i 1 IE C [Ef;�V FEB 2 8 2022 Notice of Utilization of Truss Type, Pre-Engineered ood GE OF RYE BROOK or Timber Frame Construction. (Title 19 Part 1264& 1265 Y(A LDING DEPARTMENT To:The Building Inspector of the Village of Rye Brook. From: Geoff Bauer Subject Property:.44 Lawrldge Drive SBL: 129-67-1-50 Zone: R15 Please take notice that the subject;s/One or Two Family; ❑ Commercial, in New Structure VAddition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ❑ Truss Type Construction(TT) VPre-Engineered Wood Construction(PW) o Timber Construction(TC) in the following location(s); V Floor Framing, including Girders&Beams(F) o Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR §126.4 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Sworn to before me this Z�_ Sworn to before me this 23 da 2027 day{of ,20_Z�2 �� - glGtnwLd-� 1—NJ ' Si ature o rope rty Owner Signature of Design Professional 4 Pe4u-e_— aAMl;s ". 1?1A1JA Print e o ope ner Print �NN of Design Profe ional Notary Public Notary Publie SCOTT J.GOWE NOTARY PUBLIC OF NEW YORKy VERONICA E.MORENO I.D. O EXPIRES571 & `'� o'rARV PUBLIC-STATE OF NFw YORK MY COMM I�� No.01M06406673 Quaiilled In OnRV County �1v('ammleslen Expires April 6,2024 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Geoff Bauer ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the Owner for the legal owner and is duly authorized to snake and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications, as well as in accordance with the New York State Uniform Fire Prevention& Building Code,the Code of the Village of Rye Brook and all other applicable laws, ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections -oor sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this G Sworn to before me this day of 6!:14! , 20 7�_ day of , 20 (it//P' & — Signature of Prop wner Signature of Applicant Gl�e PC � Print Name of Property O ner Print Name of Applicant Notary Public Notary Public SCOTT J.GOWE NOTARY PUBLIC OF NEW YORK I.D.0 01GO6357188 MY COMMISSION EXPIRES (8) 8/12/2021 a = N w o a N a ~ 3 ,4 w V 00 in rN cn Q � N ^ 7 �\ a W Q `n U or Ln PLO w �i ` G4 ono O q� • ,'+ coD 00 z \ > C (> a o 7 �+ M cn / to 00 CIO a H � w o w w z z a W o x w w 6 yE BR D BUIL E MENT BAN 2 6 2023 DD VII. E OF RYE OK 938 KIN ET RYE NY 10573 � = VILLAGE OF RYE BROOK BUILDING DEPARTMENT .or ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: o��" LiI to EP#: Approval Date: Permit Fee: $ Approval Signature: ` Other: Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures, or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will 7 be in co W conformance with all applicable Federal,State,County and Local Codes. J 1.Address: 7 ZA 4 j DG er OtL SBL:� , 6 7 / Zone: 2.Property Owner: Gt EV lt-Fi4 g A y 6ti Address: S"\'-iey Phone#: 7 - 67/ 7� 7,� Cell#: email: 3.Master Electrician: 1 Gy qa __R OY Address: 7 l $ I A t 3-A% kD S'7n,^1 Fal.O r -Y,4 b: Lic.#:1313 Y6 Phone#:�;�03-,�7L, /Su�Cell#: 91 y' Q J�1-JNF//email:_q 7,4 f/�Z7Qt C� f)>pTOn�c,1nJ- . n/�7 Company Name: lDiq 6L6C72'C Address: S A"(," 4.Proposed Electrical Work/Fixture Count: I tL6 ADQ j7/c,rd TJ / 62 -p t . rS (3 5.31 Party Electrical Inspection Agency: ***,r**,t*****+r*,t«***«**w*******w***,t***********,r,r**r*rt*******,►tr*****,►.,r*w*,t,r,e*.,rw*,t****rtw***,r****,r*w,r,r***w STATE OF NE�YORK,COUNTY OF WESTCHESTER ) as: �1 G 1k A6L ��`� being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the A74 6LL'L7,t t l for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code a Village of Rye Brook and all other applicable laws,ordinances,and regulations. om to before me this Sworn to before me this la f 0 day of Si ature of erty er Signatqre of Applic _ l At�rL ? Print N e of Property er f Applicant �N�ame o n Notary Public Notary pp,,,,}},,,,;;��. �AABI MEUU.O Notary PutHlc,State of New York No.01ME6160063 QualiNed In Westchester County �n3no22 Commission Expires January 29,20� STATEWIDE • Service With bitegi 1:1 Main Street,Fishkill, NY 12524 1 email:office@swisny.coni SWIS JOB APPLICATION tel845.202.7224 fax 914.219.1062 1 SWISNY.com • • Office Use Flect. Permit# Date a Bldg Permit# Utility ID# Final Certificate# City/Village (� Zip /O Township County LAJ Address 1^ (/ w ( Cross Street Section Block Lot Owner Name`1/Addr—esss(if different than above)/ Contact Number ❑Basement ❑1st FI. ER'12nd FL ❑3rd FI. C❑More Than 3 FL ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑ New ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information 1nf ' A DDrri o� E JAN 2 6 2023 VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,H at any time of inspection additional Items have been installed,you are authorized to make the inspection and adjust the fee for the additional Items inspected.The applicant declares that there is no open applications for the above address with anyodw Inspection company.The applicant,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# all Company Name AIA eLill i C Date 1 ,14S� .�? Signatu[ Address--7C1 )^4 AILAC City/State 64OVS-0 L Zi Code �YW License# 13 9CO Phone# p — 7 /ys — 491e/. 92 Cl_ '4�;r/ D E C r O WE I State Wide Inspection Services 1080 Main Street Fishkill, NY 12524 a AUG 14 2023 845 202-7224 Phone 914-2194-219-1062 Fax STATE WIDE INSPECTION SERVICES VILLAGE OF RYE BROOK Email: office@swisny.com BUILDING DEPARTMENT Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: ATA Electric, LLC Geoffrey Bauer& Elana Bernstein 79 Briar Brae Road 44 Lawridge Drive Stamford,CT 06903 Rye Brook, NY 10573 Located at: 44 Lawridge Drive, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 23-022 129.67 50 Certificate Number: 2023-1284 Building Permit Number: BP#22-146 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 44 Lawridge Drive, Rye Brook, NY 10573 The First and Second Floors were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation,as set forth below,was found to be in compliance on the 14"day of August 2023. Name Quantity Rating Circuit Type Luminaires 15 Switches 07 Receptacles 12 Officer: Frank). Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. Laura Petersen From: Steven Fews Sent: Tuesday,August 15, 2023 8:38 AM To: James Farrell Cc: Laura Petersen Subject: RE:44 lawridge Expires: Wednesday, December 13, 2023 12:00 AM Good Morning Jimmy, Ok, two months extension from the current expiration date. Done. Thank You. Steven E. Fews Building Inspector & Fire Inspector Office (914) 939-0668 -----Original Message----- From: James Farrell <jnfcontractingl@gmail.com> Sent: Monday, August 14, 2023 5:20 PM To: Steven Fews <Steve Fews@ryebrook.org> Subject: Re: 44 lawridge I got my electric inspection today , maybe 2 months to be safe, I don't know what surveyor the homeowner is using Sent from my iPhone > On Aug 14, 2023, at 4:20 PM, Steven Fews <Steve Fews@ryebrook.org> wrote: > Hi Jim, ok please advised how much of an extension you think that you need? > Thank You. > Steven E. Fews > Building Inspector & Fire Inspector > Office (914) 939-0668 > -----Original Message----- > From: James Farrell <jnfcontractingl@gm ail.com> > Sent: Monday, August 14, 2023 4:14 PM > To: Steven Fews <Steve Fews@ryebrook.org> > Subject: 44 lawridge i > Steve , I'm requesting an extension on the permit for 44 lawridge dr I just waiting on the as built . > Thx > Jim @ JNF contracting > Sent from my iPhone 2 Building Permit Check List&Zoning Analysis 1Address: l W"Q��4 Z SBL Z�1 (0� Zone ,L- l S Use: 2 t D Const.Type: Other: Submittal Date: 7- Z Z 2 Revisions Submittal Dates: Z S Z Applicant: Nature of Work. y--',4fLN%At. 9To(L:;1 A25Z>TP o �� t r a ,/t✓. Q� J- �x rt a c.— !��Nv.r�o�--s vi w .ZBA: MAR - 1 2022 PB• BOT• Other. QK ( ( ) FEES:Filing: 7S BP:+o 3 000')50E C/O: Legalization ( ) ( ) APP: Dated. Notarized SBL: ✓ Truss I.D. Cross Connection H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Shore Fees: N/A: ( ( ) SITE PLAN:Topo:—�S, Protection S/W Mgmt.: Tree Plan Other. ( (� SURVEY:Dated: 1 Z L ZZ Current: ✓ Archival: Sealed:-7 Unacceptable: ( ) (,),,PLANS-Date Stamped: ✓ Sealed: ✓ Copies:2L Electrons ✓Other. kAA ( License: Le*'O' Workers Comp: ✓ Liability:JLff Comp.Waiver. Other. CODE 753#: Dated: N/A: (.•}� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. (Jf ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other. (vY ( ) PLUMBING Plans: Permit: Nat. Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A: Other. H.V.A.C.: Plans: Permit N/A Other. ( ) ( ) FUEL TANK Plans: Permit: Fuel Type: Other. ( ) ( ) 2020 NY State ECCC: N/A: Other. (� ( ) Final Survey: Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. C/O DENIAL LETTER: Ckher. ( ) ( ) Other. (, ARB mtg.date: ZD 2 Z approval:- S Z otes: g• ( )PB mtg.date: approval notes: REQUIRED EXISTING PROPOSED NOTES APPROVED Ar.,a: 5�k- 9 s�� - oil .,..�. MAY 2 5 7n22 Fron e Front 5 side,: T3&gr. Main Cov: l 6 r S olr Accs.Cov � Ft.HS : H S SL 3-z),,S Z?4Z ZS'Z to Ohl Tot,!W: S3At 567. coaC= Par Hight/Stories: notes: 'Z w o L- `�J T2,A r D CC� COM Engineering, LANI Planning, MAR - 7 2022 Architecture, ASSOCIATES Surveying LLP VILLAGE OF RYE BROOK BUILDING DEPARTMENT March 4, 2022 '~ Village of Rye Brook Building Department 938 King Street Rye Brook, NY 10573 Attention: Mr. Michael Izzo, Building and Fire Inspector Email: mizzo0)[yebrook.orcl Subject: Bauer/Bernstein Residence Proposed Additions & Renovations @ 44 Lawridge Drive, Rye Brook, NY LAN Job#4.1458.01 Ref.: Plan Review Comments Response Dear Mr. Izzo: LAN Associates, Engineering, Planning, Architecture, Surveying, LLP (LAN)offers the following responses to address your plan review comments per our telephone conversation on Tuesday, March 1, 2022 regarding the above subject project. Revised signed and sealed construction drawings have been clouded and highlighted for your immediate reference and are made Attachment#1 herein. Hard copies to follow. 1. Drawings G1.01,A1.01 and A2.01 have been revised to omit reference to the fence on the plans and Scope of Work Key Notes.The applicant requests withdrawal of the Fence/Wall /Gate Permit Application from this submission. 2. Drawing T1.01 Building Information has been revised to update floor areas to include the basement and gross floor area with proposed office in accordance with the Village of Rye Brook Zoning Ordinance 250-2 Definitions. 3. Drawings A1.01, A2.01 and A4.02 have been revised to reduce the depth of the new front entry porch and width of the entry walkway. The proposed area is the same as the existing area with no net increase in imperious surface. The Impervious Coverage Ratios Residential Districts form has been revised to reduce the front impervious coverage so there is no increase in nonconformance and is made Attachment#2 herein. 4. The revised Survey of Property drawing dated 3/2/22 prepared by Scalice Land Surveying indicates removal of the existing asphalt area (1,298.65 sf) at the east side yard for compliance with the allowable total lot impervious coverage. See attachment#2. LAN trusts this adequately addresses your concerns and looks forward to your approval and issuance of a building permit for this project. 252 Main Street,Goshen, NY 10924 1 t.845-615-0350 1 f. 845-615-0351 1 www.lanassociates.com LAN ASSOCIATES Respectfully submitted, LAN Associates, Engineering, Planning, Architecture, Surveying, LLP a'1_ -' James M. Diana, IA, LEED AP BD+C Attachment: #1 — Revised Construction Drawings T1.01, A1.01,A2.01, A4.02 Signed and Sealed (Revision#1) #2— Impervious Coverage Ratios Residential Districts Form #3—Survey of Property, Scalice Land Surveying dated 3/2/22 cc: Mr. Geoff Bauer, w/att. (gbauer(cDgmail.com) Mrs. Elana Bernstein, w/att. (elana.bernsteinagmail.com) Mr. Alfred Bernstein, Esq., w/att. (aibesgaaol.com) File#4.1458.01, w/att. \Van-nj.com\Projects\100-LAN LLP\1400-1499\1458\1458.01\Admin\Letters\145801VillageOfRyeBrook030422.docx 2 RIFEB ECEWE BUILD - �MENT VIOF Rv OOK 2 8 2022I D 938 Ktnc _ ET RtT BRbcfC,NY 10573 4 9 9-0 $�`� VILLAGE OF RYE BROOK o _ BUILDING DEPARTMENT —.\ - #########ifi#ffi#tttiit#Rtitflftifi#f#tfi#i#flfiftlRtitfittRf ii#Rf iRf RfftiR tiff i#!!#iitlfti#tiiiii iii#t#### ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address:44 Lawridge Drive Date of Submission: Parcel ID#:129.67-1-50 Zone: R15 Proposed Improvement(Describe in detail): Second floor office addition,exterior envelope renovations includingAPPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT new windows,doors,siding,trim,shutters,roofing gutters&leaders, The following items must be submitted to the Building lights,fencing,replace front portico&steps. Department by the applicant-no exceptions. Property Owner: Geoff Bauer I. (7`c mpleted Application _. (,,,)-fwo(2)sets of sealed plans. (onc full sire Imaximum Address: 44 Lawridge Drive allowable plan si7c=36"x 42-1 and onc I I-x17"1 Phone# (646)515-7175 3. (<Two(2)copies of the property survey. 4. ( )Two(2)copies of the proposed site plan. Applicant appearing before the Board: 5. (✓JOne electronic/disc copy of the complete application materials. Geoff Bauer 6. ( )Filing Fee. Address:44 Lawridge Drive 7. ( )Any supporting documentation. Phone# (646)515-7175 8. ( )HOA approval letter. (ifopplicahle) 9. (-T otographs. Architect/Engineer: LAN Associates E.P.A.S..LLP 10.( amples of finishes/color chart. la sample hoard or model may be presented the night of the meeting) Phone# (845)615-0350 By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions& Procedures, and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this 2")- S\eorn to het'Orc ntc thi, day of , 20_ day of 20 Signature of Property Owner Signature of Applicant �r 6� Print Nam er f P Print Name of Applicant l�� Notary Public Notary Public 111 SCOTT J GOWE NOTARY PUBLIC OF NEW YORK ID 001GO6357188. 1 MY COMMISSION EXPIRES V/0W ) 8/1 21202 1 VILLAGE OF RYE BROOK BUILDING DEPARTMENT Page 1 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, May 18, 2022 ANNOUNCEMENT: PER THE GOVERNOR'S EXECUTIVE ORDER THIS MEETING WILL BE HELD VIRTUALLY THROUGH THE ZOOM PLATFORM. THE PUBLIC CAN ACCESS THE MEETING THROUGH THE FOLLOWING LINK: https://us02web.zoom.us/"/81417970741 OR BY OPENING ZOOM AND ENTERING THE MEETING ID: 81417970741 NAME&LOCATION TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED APPL.# 75 Woodland Ave Roof Top Solar Array Consent 5694 (Mutino) 17 Talcott Road Replace Original Consent 5695 (Bennet) Decking/Railing On Agenda Existing Deck W/Trex Brownstone 257 Betsy Brown Roof Top Solar Array Consent 5696 Road(Mauriello) System Agenda 40 Hillandale Rd New 5Ft High White Consent 5697 (Johnson) PVC Privacy Fence Agenda 20 Magnolia Drive Roof Top Solar Array Consent 5698 (Lubin) System Agenda 108 Old Orchard New Fencing Rear Yard Consent 5699 Road(Koslow) Agenda 11 Candy Lane 6' Privacy Fence Rear and Consent 5700 (Gordon) Partial @ Side Yard Agenda 165 Betsy Brown Install New Stone Veneer Consent 5701 Road Over Existing Stucco Agenda Finish(Front 44 Lawridge Drive Re Appearance -Partial 5686 (Bauer) Second Story Addition, Interior& Exterior Renonovations ML NM MR (/ SE JM Ve SF AC / MI KC VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET,RYE BROOK,NY 10573 ARCHITECTURAL REVIEW BOARD Wednesday,April 20,2022 @ 7:30 PM NAME& TYPE OF MOTION SECOND APPROVED REJECTED APPL.# LOCATION APPLICATION 22 Rocking Horse Install 4'Black Chain-Link Consent 5684 Trail(Leon) Fence&Partial 6'White Agenda Vinyl Fence in Rear Yard 14 Bobbie Lane Install Rooftop Solar Array Consent 5685 (Sorkin) Agenda 114 South Ridge New Tenant Sign Consent 5693 Street(Win Ridge "Madison's Niche" Agenda Realty LLC) 780 King Street Amendment-Change Gas 5134 (Heinberg) Fireplace to Wood Burning, Extend Chimney,Construct Built-in-Barbeque& Eliminate Two Skylights 545 Westchester Refurbish Exterior Steps, 5659 Avenue(Castiglia) Railings,New Aluminum Awning,Reface Retaining Wall&Repave Driveway 44 Lawridge Drive Partial Second Story 5686 (Bauer) Addition,Interior& Exterior Renovations,New P2 Front Portico and Steps tf L d 28 Wilton Road Legalize Rear Yard Stone 5687 (Servedio) Patio&Retaining Wall 11 Carlton Lane New Pool Coping,New 5688 (Marconi G.de Fencing,New Steps, Arruda) Upgrade Pool Alarms& Reduce Impervious Coverage 32 Hillandale Road Second Floor Addition, 5689 (Bloomberg) Rear Addition,New Siding &Roofing 11 Berkley Lane Refurbish and Expand 5690 (Sakofsky) Existing Deck&New Stone Walk 10 Carlton Lane Rear One Story Addition, 5691 (Shirken) New Rear Deck&Interior Renovation 32 Country Ridge Second Floor Addition& 5692 Drive(Hochfelder) Interior Alterations ML SE MR SF IM ✓ MI AC BC Engineering, IREVISED LAN Planning, PLAINS MAY - 9 2022 Architecture, DATED: ASSOCIATES Surveying LLP UI n;: - OK T PROJECT: Bauer-Bernstein Residence/ PROJECT NO: 4.1458.01 Proposed Renovations &Additions @ 44 Lawridge Drive, Rye Brook, NY DATE: May 5, 2022 TO: Village of Rye Brook Building Dept. If enclosures are not as noted, please 938 King Street inform us immediately. Rye Brook, NY 10573 ATTN: Mr. Michael Izzo, If checked below, please: Building and Fire Inspector ❑ Acknowledge receipt of enclosures. ❑ Return enclosures to us. WE TRANSMIT: ® Herewith ® Via: UPS Ground ❑ Per your request FOR YOUR: ® Approval ❑ Distribution to Parties ❑ Information ® Review & Comment ® Record ❑ Use ❑ Signature THE FOLLOWING: ® Drawing(s) ❑ Shop Drawing Prints ❑ Samples ❑ Specifications ❑ Shop Drawing Reproducibles ❑ Product Literature ❑ Change Order ® Documents COPIES DATE REV# DESCRIPTION ACTION 2 Sets 3/2/2022 1 Construction Drawings—24"x36" (Signed and Sealed) E 1 Set Construction Drawings— 1111x17" (Signed and Sealed) E ACTION: A. Action indicated on item transmitted D. For signature and forwarding as B. No action required noted below under REMARKS C. For signature and return to this office E. See REMARKS below REMARKS: Enclosed please find sets of signed & sealed construction drawings (Revision #1) revised to address the Architectural Review Boards comments for final approval. COPIES TO: Mr. Geoff Bauer, w/att. Mrs. Elana Bernstein, w/o att. Mr. Alfred Bernstein, Esq., w/o att. File#4.1458.01, w/att. JD.vm P 06LANLLP\1tl0•1�1B 11�01WEmin\Tnmm l$b145B01LMileg,OlRy*BrookO505ndm, By: James M. Diana, AIA, LEED®AP BD+C 252 Main Street, Goshen, NY 10924 1 t. 845-615-0350 1 f.845-615-0351 1 www.lanassociates.com / - I - .� � to • _ cc O to y •'A J v p a - Ct L ^ = �f_ iOr V Q o •� � �' � �f\ . v EZI FA p COMO ' r 4-o W Xs p 4a� �ey z = Q I ��► ~r 0 � � Co ° r cr ��• Ono U cfl X c Oz w' CD y 00 CJ CA LJ MIN Aw 71 •. U i U V1 •b. .- � L 1 ti: w s - AC" LIABILITY INSURANCE OF LIABILI INSURANCE ATE(MMfDD/YYYY) 6/6/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsoment(s). PRODUCER ACT ME_ Janice Cakiararo John M.Glover Agency PHONE ) g14$2&9077 Fac No.203 2749471 Insurance Services EatAIL - - - P.O. Box 700 ADDRESS: jcaldararo@jmg.com Norwalk CT 06852 Nsu AFFORDING COVERAGE NAIC0 Licenset,P INSURER A:Southwest Marine&General Ins Comparry 12294 INSURED JNFCONT-01 INSURER B:New York State Ins.Fund 4029 J.N.F.Contracting Corp 66 Heatherdale Road "�O' Ardsley NY 10502 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1603880469 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POLICY 141[BEit POLICY EFF POLICY t7� -- LIMITS LTRA X COMMERCIALGENERALLIABILITY Y Y GL2022RLHOO199 5/12/2022 SM22023 EACH OCCURRENCE $1,000,000 - GE TO CLAIMSM -- 1 ADE 1 OCCUR PREMISES EaENTED oaaarence $100,000 MED EXP one parson) s 5,000 PERSONAL&ADV INJURY s 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2.000.000 X POLICY�PRO- JECT LOC PRODUCTS-COMPIOPAGG 52,000,000 OTHER $ AUTOMOBILE LIABILITY IAY CO BINED SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS ONLY AUTOS HIRED NON-OWNED P DAMAGED $ AUTOS ONLY AUTOS ONLY $ A UMBRELLA LIAR X OCCUR EX2022RLHDO018 5/12/2022 5/122023 EACH OCCURRENCE $2,000,000 X EXCESS LIAR CLAIMS-MADE AGGREGATE S 2,000.000 DIED RETENTIONS S B WORKERS COMPENSATION W13265293 7202021 72012022 AND EMPLOYERS LIABILITY STATUTE ANYPROPRIETOR/PARTNERIDO=UMVE Y❑ NIA A OFFICERMEMBER EXCLUDED? E.L.EACH ACCIDENT $100.000 (Mandatory In NH) E.L DISEASE-EA t31P1 $100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Re:Job Location:Bauer/Bemstein Residence 44 Lawridge Drive Rye Brook,New York 10573 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Village of Rye Brook 938 King Street AUTHOIt®RFrrll.BEWATM Rye Brook,NY 10573 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE R` Fil AAAAAA 223567582 ' f, JOHN M GLOVER INSURANCE AGENCY PO BOX 700 NORWALK CT 06852 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER J.N.F.CONTRACTING CORP VILLAGE OF RYE BROOK 66 HEATHERDELL ROAD 938 KING STREET ARDSLEY NY 10502 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W1326 529-3 140455 07/20/2022 TO 07/20/2023 8/10/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1326 529-3, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/NVWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. JAMES FARRELL-PRESIDENT FRANCES FARRELL-V.P. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU NCE FUND 4 I/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:62662926 U-26.3 Laura Petersen From: Geoff Bauer <gbauer@gmail.com> Sent: Tuesday,August 9, 2022 9:10 AM To: Laura Petersen Subject: Re: Building Permit Application -44 Lawridge Drive Hi Laura, I hope this finds you well. My contractor informed me that he dropped off all the materials for this permit.We also now have a finalized estimated cost of construction,which is$200,000. Is there anything else you need from me to issue the permit other than the permit fee? coo Best regards, Geoff On Thu, May 26, 2022 at 2:03 PM Laura Petersen<LPetersen@rvebrook.ors>wrote: Good afternoon, The building permit application has been approved by the Building Inspector. Before I can issue the building permit the following items must be submitted to our office; V 11 General contractor's contact name & phone number. ✓2 opy of general contractor's valid Westchester County Home Improvement License. ✓3.�General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) U4.' eneral contractor's valid workers compensation on a NY State Board form (C105-2 or � U26.3) ✓ 5. Estimated cost of construction to determine the building permit fee ($15.00 per $1,000.00) (due once permit is issued and ready for pick-up) 6. Contractor must call tJDig NY and get a ticket number. Thank you Laura Laura Petersen Office Assistant 1 Laura Petersen From: Mike Izzo Sent: Friday, December 2, 2022 12:25 PM To: Laura Petersen; Steven Fews;Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Friday, December 2, 2022 12:24:52 PM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 12/02/2022 12:23 To: VIL RYE BROOK PRIMARY Transmitted: 12/02/2022 12:24 00003 Ticket: 12022-000-679-00 Type: Regular Previous Ticket: 08122-001-002-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 44 To: Name: LAWRIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: FRONT ENTRANCE NearSt: BOXWOOD PL Means of Excavation: BOBCAT / SKID STEER Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: INSTALL FRONT STOOP Estimated Work Complete Date: 12/07/2022 Depth of excavation: 42 INCHES Site dimensions: Length 16 FEET Width 8 FEET Start Date and Time: 12/07/2022 09:00 Must Start By: 12/21/2022 ------------------------------------------------------------------------------ Contact Name: JAMES FARRELL Company: JNF CONTRACTING Addrl: 66 HEATHERDELL RD Addr2: City: ARDSLEY State: NY Zip: 10502 Phone: 914-693-7004 Fax: Email:jnfcontractingl@gmail.com Field Contact: JAMES FARRELL Alt Phone: 914-438-0250 Email:jnfcontractingl@gmail.com 1 Working for: MR & MRS BOWYER H/O ------------------------------------------------------------------------------ Comments: REMARK: 08122-001-002 3 WEEK DURATION ALSO MARK RIGHT SIDE OF HOUSE FOR FOUNDATION 8X 10 FT AREA IS : MARKED . Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Friday,August 12, 2022 12:46 PM To: Laura Petersen; Steven Fews;Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Friday, August 12, 2022 12:45:45 PM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 08/12/2022 12:44 To: VIL RYE BROOK PRIMARY Transmitted: 08/12/2022 12:45 00003 Ticket: 08122-001-002-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 44 To: Name: LAWRIDGE DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: FRONT ENTRANCE NearSt: BOXWOOD PL Means of Excavation: BOBCAT / SKID STEER Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: INSTALL FRONT STOOP Estimated Work Complete Date: 09/01/2022 Depth of excavation: 42 INCHES Site dimensions: Length 16 FEET Width 8 FEET Start Date and Time: 08/18/2022 07:00 Must Start By: 09/01/2022 ------------------------------------------------------------------------------ Contact Name: JAMES FARRELL Company: JNF CONTRACTING Addrl: 66 HEATHERDELL RD Addr2: City: ARDSLEY State: NY Zip: 10502 Phone: 914-693-7004 Fax: Email:jnfcontractingl@gmail.com Field Contact: JAMES FARRELL Alt Phone: 914-438-0250 Email:jnfcontractingl@gmail.com 1 Working for: MR & MRS BOWYER H/O ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 A B C D E F G H J K L U N 0 P DO• 1218120 CheoWd JD Proposed and /so PERMIT " for ` 0 � 2 % . C�� - l - � o FREISE �� 61L# D AY 2co 2 DATE A D auer erns ein es� ence NS Q MAY - 90 0 M z 2022 W o DATED:44 Lawri a Driv � - 0 BV�I.DING NSPEC �Itage of Rye Brootc�Ng e B UILDING DEPARTMENT OK FILE COP Rye Brook, NY 1 57 3 Symbols General Notes Construction Notes Drawing Index p 1. ALL WORK PERFORMED SHALL COMPLY WITH BUILDING AND ZONING ORDINANCES AND ALL OTHER APPLICABLE CODES,ETC.FOR GENERAL: DWG# DESCRIPTION GRADE LINE DOOR TAG S NEW YORK STATE AND THE LOCAL AUTHORITY HAVING JURISDICTION. 1. WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE 2. ALL ELECTRICAL WORK SWILL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE&NATIONAL T1.01 TRUE SHEET k GENERAL NOTES 'I 2. ALL FOOTINGS TO REST ON VIRGIN SOIL WINING A MINIMUM BEARING CAPACITY OF 2(XX)PSF 0 3'-6'MINIMUM BELOW FINISHED BORDER LINE,OUTLINE W1 ELECTRIC CODE(NEC). GRADE. STEP FOOTING AS REQUIRED TO ACHIEVE MINIMUM DEPTH BELOW FROST LINE FOR PROPER COVER.FIELD VERIFY WITH W 3. ALL PLUMBING WORK SWILL BE IN ACCORDANCE WiTH THE BUILDING CODE OF NEW YORK STATE AND THE PLUMBING CODE, ACTUAL CONDITIONS. FIRE SEPARAT AL �� � MECHANICAL CODE AND FUEL GAS CODE OF NEW YORK STATE. THIS CONTRACT 4. WORKMANSHIP AND MATERIALS SWILL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO FOR MIN.SOIL BEARING CAPACITY WHICH MUST BE VERIFIED IN THE FIELD BY A A1.01 EXISTING FLOOR PLANS WiTH DEMOLITION 5. CONTRACTORS OR ANY SUBCONTRACTORS PERFORMING WORK UNDER HINRAC SHALL CARRY LIABIUTY RKERS COMPENSATION LICENSED CEO-TECHNICAL ENGINEER. A1.02 EXISTING ELEVATIONS WITH DEMOLITION SMOKE COMP TMENT UST43E $FVISI CLOUD WI TAG � 4. EARTH UNDER CONCRETE SLAB SHALL BE THOROUGHLY CLEANED OF DEBRIS,STANDING WATER AND OTHER MATTER.THE SUB-Pen ROOM �PROPERTY DAMAGE INSURANCE AGAINST ACCIDENTS OF ALL KINDS AND SHALL FURNISH THE OWNER AND MUNICIPALITY WiTH CENTER LINE CERITFlCAIIs OF INSURANCE PRIOR TO STARTING THE WORK. GRADE SHALL BE BROUGHT TO A TRUE PLANE AND 100X COMPACTED FOR SOLID BEARING PRIOR TO PLACEMENT OF CONCRETE. 5. ALL LUMBER MATERIAL USED IN THE BUILDING SHALL BE GOOD,SOUND,DRY MATERIAL FREE FROM ROT,LARGE AND LOOSE KNOTS, A2.01 PROPOSED FLOOR PLANS 6. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SiTE,AND SHALL NOTIFY SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH MAY BE IMPAIRED. A3.01 PROPOSED ELEVATIONS RevilsiOna: 4 OBJECT LINE � ' ROOM NAME THE ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR SWILL CROSS-CHECK DETAILS AND DIMENSIONS SHOWN ON ALL 6. DOUBLE UP JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL WiTH SPANS,AROUND ALL FLOOR OPENINGS,UNDER CASEWORK, A NAME DRAWINGS A4.01 PROPOSED SECTIONS AND DETAILS EL.X'-X" DESIG TION 100 TUBS,KITCHEN ISLANDS,ETC. PROVIDE A MINIMUM OF ONE ROW OF BRIDGING AT MID-SPAN(MAX.8'-01 OF ALL FLOOR/CALING ELEVATION LIN . � - EK 7. FLOOR AND WALL OPENINGS,SLEEVES,VARIATION IN THE STRUCTURAL SLAB ELEVATIONS,STEPPED FOOTINGS,DEPRESSED AREAS AND A4.02 PROPOSED PORTICO DETAILS 4/22122 'r I.0.XXX 100 SF ALL OTHER ARCHITECTURAL,MECHANICAL, FRAMING.PROVIDE DOUBLE STUDS AROUND ALL WALL OPENINGS PROVIDE ONE ROW OF SOLID BLOCKING AT MID-HEIGHT OF ALL Qi VALL G A CN,ElEIrTRICAL AND PLUMBING REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR INTERIOR BEARING WALLS. A4.03 WALL TYPES AND FRAMING NOTES Revision AU1 MATCH LINE PROPOSED PROCEEDS WITH CONSTRUCTION. 7. ALL EXTERIOR OPENINGS SHALL BE PROPERLY FLASHED CAULKED,WEATHER STRIPPED OR OTHERWISE SEALED. A6.01 DOOR AND WINDOW INFORMATION ARB REVIEW 8. IN ALL CASES WHERE A CONFLICT MAY OCCUR SUCH AS BETWEEN ITEMS COVERED BY SPECIFICATIONS AND NOTES ON THE 8. ANY WOOD BLOCKING USED IN THE BUILDING SWILL BE FIRE RETARDANT TREATED FOR OTHER THAN CONSTRUCTION TYPES N&V. RveCOMMENTS v EXISTING DRAWINGS OR BETWEEN GENERAL.NOTES AND SPECIFIC DETAILS THE ARCHITECT SHALL BE NOiIFIED AND WILL INTERPRET THE BLOW PLAN 9. PROVIDE KiNG AND DOUBLE JACK STUDS AT EACH SIDE OF WALL OPENINGS. PROVIDE LATERAL WALL BRACING AT 48'ON CENTER HIDDEN LINE rnnk -------- FO RUCTION 1 DESIG TION INTENT OF THE CONTRACT DOCUMENTS. VERTICALLY.INSTALL SOLID BLACKING AT MID-HEIGHT OF ALL INTERIOR BEARING WAILS AND PROVIDE FIRE BLACKING AND 9. DETAILS NOTED AS TYPICAL SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE DRAFT-STOPPING AS REQUIRED.FIELD VERIFY&COORDINATE WiTH NEW WORK 10. WHERE NO SPECIFIC DETAIL IS SHOWN,THE FRAMING OR CONSTRUCTION SHALL BE IDENTiCAL AND SIMILAR TO THAT INDICATED 10. INTERIOR GYPSUM WALL BOARD GWB SHALL BE SCREWED TO CEILING AND WALL FRAMING,COUNTERSINK HEADS. INSTALL METAL DEMOLITION - �� - I FOR LIKE CASES OF CONSTRUCTION ON THIS PROJECT. PRiOR TO `-f 11. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS FOR DIMENSIONS. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED TRIM EDGES,CORNER BEADS,AND REINFORCEMENT. JOINTS SHALL BE TAPED WiTH FIBERGLASS MESH,SPACKLED(2 FINISH COATS), Annenvall 13atts- �k I PRECEDENCE OVER THE DRAWING. SANDED SMOOTH,CLEANED AND PAINTED OR FINISHED AS DIRECTED BY OWNER. BREAK LINE FROM PLANS,SECTIONS OR DETAIL DRAWINGS. ALL WRITTEN OR DIMENSIONED INFORMATION TAKES A S_ REWM �A • 1 12. CONTRACTOR SWILL BE RESPONSIBLE FOR VISITING THE SiTE AND FAMILIARIZING HIMSELF WITH THE EXISTING CONDITIONS AND 11. INSTALL XA:'THICK NON-PAPER FACED,MOLD RESISTANT INTERIOR GYPSUM PANELS AT ALL LIVING SPACES WALLS AND CEILINGS. 5 BREAK LINE SCOPE OF THE WORK PRIOR TO SUBMITTING BIDS AND COMMENCING WORK 12. INSTALL)!r THICK TiLE BACKER PANEL OR CEMENT BOARD SUBSTRATE BENEATH TiLE FINISHED SURFACES.VERIFY W/OWNER'S REQS. B' ELEVATION 2 .01 4 13. CONTRACTOR SWILL BE SOLELY RESPONSIBLE FOR ALL SAFE WORKING CONDITIONS AND SHALL OBSERVE ALL SAFETY 13. INSTALL THICK TYPE-X FIRE RATED GYPSUM SHEATHING AT GARAGE AND UTILITY ROOM WALLS AND CLUNG. TAPE AND REQUIREMENTS ESTABLISHED BY JURISDICTIONAL AGENCIES AND THE OWNER. WHERE CONFLICTS EXIST,THE MORE SPACKLE ALL JOINTS,ONE COAT MINIMUM.FIRE/SMOKE SEAL ALL PENETRATIONS THROUGH RATED ASSEMBUES. BREAK LINE(PIPE) ADA STRINGENT REQUIREMENT SWILL APPLY. CARE SHALL BE EXERCISED TO AVOID ENDANGERING PERSONNEL OR STRUCTURES. 14. INSTALL MOISTURE RESISTANT(MR)GYPSUM WALL BOARD PANELS AT BATHROOMS,AND AREAS PRONE TO WATER/MOISTURE SYMBOL 3 �. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION METHODS,PROCEDURES AND JOB SiTE CONDITIONS 15. FLOORING,TRIM,FIXTURES,HARDWARE,ETC.SHALL BE SELECTED BY OWNER AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE - FRAMING 2x10 F.J.@ 16"O.C. SECTION MARK INCLUDING SAFETi'. CONSTRUCTION SHALL BE PERFORMED IN SUCH A MANNER TO PROTECT WORKMEN,OCCUPANTS AND WITH MANUFACTURER'S SPECIFICATION TO ENSURE SAFETY,WARRANTY,AND COMPLIANCE WiTH THE BUILDING CODE DESIGNATION THE PUBLIC TO BE PROTECTED FROM INJURY AND ADJOINING PROPERTY SHALL BE PROTECTED FROM DAMAGE BY USE OF - SCAFFOLDING,UNDERPINNING OR OTHER APPROVED METFM(X). LIME CONTRACTOR SWILL REPAIR ANY AND ALL DAMAGE CAUSED 16. ALL DOORS SHALL BE 6'-B'HIGH UNLESS OTHl7RYITSE NOTED. FIELD VERIFY TO MATCH EXISTING DOOR HEIGHT�COORDINATE DIMENSION LINE L" 1 DURING OR RESULTING FROM HIS OPERATIONS IN KIND TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO WITH LIN�L FRAMING INSTALLATION OF 6'-10'. PROVIDE WEATHER STRIPPING AND ALUMINUM SADDLE AT ALL EXTERIOR DOORS. A>2.01 THE OWNER. 17. COLOR OF ALL FINISH MATERIALS SHALL BE COORDINATED WiTH THE INFORMATION SPECIFIED ON THE DRAWINGS AND CONFIRMED 15. THE CONTRACTOR SHALL MAINTAIN THE JOB SiTE IN A CLEW,DEBRIS FREE CONDITION. THE DUST RESULTING FROM REMOVALS BY THE DES• COLUMN LINE C1 - - SHALL BE CONTROLLED SO AS TO PREVENT ITS SPREAD TO OCCUPIED PORTIONS OF THE BUILDING AND TO AVOID CREATION OF A 18. ALL DRYWALL CONSTRUCTIONAND PLASTEBOOKR FINFORISHETHES FOR WALLS AND CEILINGS SHILL BE INSTALLED IN ACCORDANCE WITH THE'USG'GYPSUM Drawing Label NUISANCE IN THE 16 16. CONTRACTOR SWILL APPOLYNDING FOR,SE RE,AND PAY FOR ALL REQUIRED PERMITS,FEES,APPROVALS, ETC.PRIOR TO 19. INSTAL X'THICK PLYWOOD SHEATHINGQUIRED LEVEL AT ATTICSCS WITH PULL DHING.OWNSTAIRS. PROVIDE ADDITIONAL 2x WOOD BLOCKING AT TOP WALL TYPE COMMENCING WORK AND SWILL SCHEDULE INSPECTIONS ACCORDINGLY AND SECURE A CERTIFICATE OF OCCUPANCY UPON CHORD OF ROOF TRUSS TO ACCOMMODATE CEILING INSULATION THICKNESS. MECHANICALLY FASTEN SHEATHING AS REQUIRED. COMPLETION OF WORK INSTALL%-THICK T&G PLYWOOD AT ALL WALK UP/FULLY ACCESSIBLE ATTIC SPACES.CDORD.FRAMING WiTH SPAN RATING REQ. B 17. CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ALL DEMOLISHED MATERIAL OFF SITE IN AN APPROVED MANNER.THE 2G. INSTALL ATTIC"DRAFT GAP'INSULATION AND ATTIC ACCESS PULL DOWN STAIR OR WATCH AS PER PLANS. Design Building Codes OWNER SHALL BE CONSULTED PRIOR TO DISPOSAL.OF ANY SALVAGED OR EXCESS MATERIALS AT THE COMPLETION OF THE PROJECT. 21. INSTALL ANCHOR BOLTS AT CONCRETE PIER FOOT EXTEND FOOTINGS&FOUNDATIONS,MINIMUM BOLT DIA.IS 1/2'GALV.AND SHALL A 18. UPON COMPLETION OF WORK,ALL EXCESS MATERIAL,DEBRIS,ETC.SHALL BE REMOVED AND THE WORK AREA SHALL BE LEFT MIN.OF 14'INTO MASONRY OR CONCRETE,SPACE 48'O.C.HORIZ.AND 8'FROM MUD SILL ENDS. CLEW TO THE OWNER'S SATISFACTION. 22. THE PRECISE DIMENSIONS AND LOCATIONS OF ALL DOOR AND WINDOW OPENINGS SHALL BE DETERMINED FROM ARCHITECTURAL General Information 19. CONTRACTOR SHALL COORDINATE SCHEDULING OF WORK WiTH THE OWNER'S REQUIREMENTS FOR THE USE OF THE BUILDING,IF PLANS AND DETAILS. OTHER WALL AND FLOOR OPENINGS AS REQUIRED BY MECHANICAL,ELECTRICAL,PLUMBING OR SMLAR THESE DRAWINGS HAVE BEEN PREPARED UNDER MY SUPERVISION,AND THAT TO THE BEST REQUIRED. CONSTRUCTION ACTIVITIES SWILL COMPLY WiTH LOCAL NOISE ORDINANCES REQUIREMENTS. REQUIREMENTS SHALL BE VERIFIED FROM SHOP DRAWINGS,EQUIPMENT DATA,DIMENSIONS,M.AS REQUIRED. THE CONiRACiOR OF MY KNOWLEDGE AND PROFESSIONAL JUDGEMENT,THE DESIGN IS IN CONFORMANCE 20. CONTRACTOR SWILL FURNISH ALL EQUIPMENT THAT MAY BE REQUIRED TO PERFORM THE WORK INDICATED IN A SAFE AND SHALL FIELD VERIFY ALL DIMENSIONS TO COORDINATE DOOR AND WINDOW INSTALLATION W/ROUGH AND MASONRY OPENINGS. BUI J)M WORMATION ORDERLY MANNER. 23. INSTALL WHITE CLOSET ROD 0 68'A.F.F.AND i'x 16'WOOD SHELF 0 72'A.F.F.W/l'x 2'LEDGER/CLEAT NAILED TO WITH ALL APPLICABLE REQUIREMENTS OF THE FOLLOWING MODEL CODES: j jd 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION AND TEMPORARY SUPPORT OF ANY UTILITIES ENCOUNTERED FRAMING. INSTALL WOOD BLOCKING AT ALL FRAMING FOR ROD AS REQUIRED. COORDINATE WiTH OWNER BUILDING FOOTPRINT(EXISTING TO REMAIN)........................................................ 2,242 SF DURING THE COURSE OF HIS WORK AND TO ENSURE THE OWNER'S FACILITY TO BE OPERATIONAL,IF REQUIRED. 24. INSTALL.Y4'THICK T&G WOOD STRIP FLOORING OVER CODE COMFUIANT VAPOR BARRIER WiTH Y,'EXPANSION GAP AT PERIMETER. ABBRV MODEL CODE S 0 FLOOR 22. THE CONTRACTOR SHALL MAINTAIN UNOBSTRUCTED ACCESS TO ALL UTILITIES AND PUBLIC FACILITIES INCLUDING FIRE HYDRANTS, 25. COORDINATE SUBFLOOR PREPARATION FOR ACTUAL FINISH MATERIAL SELECTED BY OWNER. COORDINATE ALL FLOOR TRANSITION TO �+ BASEMENT EXISTING TO REMAIN.................................. 467 SF FIRE ALARM BOXES,POLICE CALL BOXES,STREET LIGHTS,MANHOLES,AMONG OTHERS DURING CONSTRUCTION. BE LEVEL AND FREE FROM TRIP HAZARD. PROVIDE TRANSITION STRIPS,METAL EDGES AND SADDLES AS REQUIRED. o ( ) 23. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OBJECTS ABOVE AND BELOW GROUND INCLUDING BUT IRC INTERNATIONAL RESIDENTIAL CODE 2020 m 1 REW FLOOR-(EXI I NG ICI 2.242 SF N I IMM TD�N}F=IGAI SERC WEU4 SANP^STORM WATER WAINAG€PIPES.€TE., ul !I1 in VFtlF'ORIGi-GORE SCJPPtE1AEMfi SECOND FLOOR(EXISTiNG).................................................................................... 1,569 SF 24. CONTRACTOR IS RESPONSIBLE FOR RELOCATION AND/OR COORDINATION OF EXISTING CONDITIONS TO ACCOMMODATE THE NEW WORK. 1. ALL TIMBER CONSTRUCTION SFIALL CONFORM TO THE REQUIREMENTS OF'THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION,' IEBC INTERNATIONAL EXISTING BUILDING CODE 2020 SECOND FLOOR(OFFICE ADDITiON)....................................................................... 175 SF 25. THE CONTRACTOR IS RESPONSIBLE FOR CUTTING,NOTCHING,AND/OR DRILLING THROUGH ANY FRAMING TO ACCOMMODATE THE ���JJI LATEST EDITION. 1,744 SF INSTALLATION OF ELECTRICAL CONDUIT,PLUMBING,AND MECHANICAL EQUIPMENT SO LONG AS THE INTEGRITY OF THE STRUCTURAL AFC INTERNATIONAL FIRE CODE 2015 � t to SECOND FLOOR(PROPOSED)................................................................................ 2. ALL SAWN LUMBER SHALL BE DOUGLAS FIR No.2 GRADE OR BETTER SURFACE DRY WiTH 19%MAXIMUM MOISTURE CONTENT. CD FRONT PORCH EXISTING TO BE DEMOLISHED.................................................... 44 SF MEMBERS ARE NOT COMPROMISED AND ARE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING CODE. Fb=1100 psL MINIMUM,Fv=95 psi,Fc=625 psi,E=1,600,000 psL.3'X8'HEMLOCK,SELECT GRADE JOISTS.2'X4'SPF IECC INTERNATIONAL ENERGY CONSERVATION FRONT PORCH(PROPOSED)...... .. ) 26. THE CONTRACTOR SHALL GUARANTEE ALL OF HIS WORK AND THE WORK OF THE SUBCONTRACTOR'S FOR A PERIOD OF ONE CODE 2020 t 61 SF YEAR AFTER RECEIVING FINAL ACCEPTANCE FOR SUBSTANTIAL COMPLETION AND DO ALL REPAIR WORK AND REPIIICEMENi AS GRADE STUD WALLS. III N REAR PATIO(EXISTING TO REMAIN)...................................................................... 444 SF NECESSARY DURING THAT PERIOD AT THE CONTRACTOR'S EXPENSE PROVIDE WRITTEN WARRANTY UPON COMPLETION AND ACCEPVNCE. 3. PLYWOOD ROOF SHEATHING SHALL BE 5/8 INCH THICK. A.P.A.RATED SHEATHING,EXPOSURE 1. ALL PLYWOOD SHALL CONFORM ECCS NYS ENERGY CONSERVATION CODE o BUILDING TYPE........................................................... •.• SINGLE FAMILY 27. ALL CHANGES SHALL BE REQUESTED IN WRITING AND MAY ONLY BE APPROVED IN WRITING BY THE ARCHITECT AND THE OWNER TO U.S.PRODUCT STANDARD PS 1-83. LAY FACE GRAIN AT RIGHT ANGLE TO SUPPORTS. PROVIDE 1/8'SPACE BETWEEN SUPPLEMENT 2020 "2 STORY"BONE GRA SHEETS AT END AND SIDE JOINTS. SHEATHING SHALL BE CONTINUOUS OVER A MINIMUM OF TWO SPANS,THE BEARING MEMBERS. DWEWNG NUMBER OF STORIES............................... 2 STORY ABOVE GRADE CONSTRUCTION PRIOR TO ANY CHANGES BEING MADE NEC NATIONAL ELECTRIC CODE Y 28. THE ARCHITECT WAS THE RIGHT TO REJECT ANY PORTION OF WORK THAT IS POORLY INSTALLED UNAUTHORIZED.DONE CONTRARY TO PROVIDE 10d COMMON NAILS AT 6 INCHES ON CENTER ALONG SUPPORTED EDGES AND 12 INCHES ON CENTER ALONG O tr STORY ABOVE GRADE CONSTRUCTION TYPE.............................................VB-WOOD FRAME INTERMEDIATE SUPPORTS. PROTECT ROOF SHEATHING FROM MOISTURE UNTIL ROOF IS INSTALLED. SHEETS SHALL BE STAGGERED. NFPA NATIONAL FIRE PROTECTION ASSOCIATION 0 INFILTRATION METHOD..................................................................................... THE INTENT OF THE CONTRACT DOCUMENTS OR DOES NOT MEET INDUSTRY STANDARD.SUCH WORK SWILL BE REPLACED,REPAIRED OR STANDARD LOT REMOVED AT THE CONTRACTOR'S EXPENSE 4. PLYWOOD DIAPHRAGM SHALL BE INSPECTED AND APPROVED BEFORE LIRE ROOFING IS APPLIED. LOT SIZE......................................................................................................... 0.35 ACRES 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES,ETC.UNLESS SPECIFICALLY NOTED OR APPROVED BY THE ARCHITECT. 29. ALL MANUFACTURER'S MATERIALS,COMPONENTS,FASTENERS,ASSEMBLIES,ETC.SWW.BE HANDLED AND INSTALLED IN AMC INTERNATIONAL MECHANICAL CODE 0) ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. WHERE BRAND NAMES AND MANUFACTURED 6. ALL STRUCTURAL LUMBER AND FASTENERS SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE NATIONAL FOREST PRODUCTS. IPC INTERNATIONAL PLUMBING CODE _ z PRODUCTS ARE CALLED FOR,APPROVED EQUALS WHICH MEET APPLICABLE SDARDS AND SPECIFICATIONS MAY BE SUBSITRJTED 7• ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE WASHERS. 8 UN 8. RAFTERS PURUNS OR BEAMS SHALL NOT BE NOTCHED OR DRILLED IN ANY MANNER UNLESS DETAILED. IFGC INTERNATIONAL FUEL GAS CODE z WiTH WRITTEN PERMISSION OF THE ARCHITECT AND THE OWNER.WHENEVER BRAND NAMES OR SPECIFIC PRODUCT SYSTEMS ARE W INDICATED IT SHALL BE CLEARLY UNDERSTOOD THAT SUCH IDENTIFICATION IS FOR THE PURPOSE OF ILLUSTRATING THE TYPE OF 9• ALL HANGERS AND STANDARD FRAMING HARDWARE SPECIFIED SHALL BE AS MANUFACTURED BY*SIMPSON STRONG-TiE COMPANY ASHRAE 90.1-2013 = PRODUCT AND DEGREE OF QUALITY DESIRED.SUCH IDENTIFICATION IN NO WAY PRECLUDES THE CONTRACTOR FROM USING INC.'AND ARE IDENTIFIED BY NUMBERS AS SHOWN IN THE LATEST CATALOG,UNLESS OTHERWISE NOTED. O PRODUCTS OF OTHER MANUFACTURERS WHICH CAN BE SHOWN IN ADVANCE TO BE OF LIKE AND KIND OF EQUAL QUALITY. 10. FLOOR SHEATHING SHALL BE 23/32'INCHES MINIMUM A.P.A.RATED STURD-I-FLOOR EXPOSURE 1, TONGUE GROOVE. 0 30. INSTALL NEW WINDOWS WITH INSULATED LOW-E GLAZING. SIZE,TYPE;AND CONFIGURATION AS INDICATED ON PLANS. GLAZING FASTEN TO SUPPORTS WiTH ADHESIVE AND/8 x 1-5/8'WOOD SCREWS SPACED AT 6 INCHES ON CENTER AT PANEL EDGES AND 12' Jd BOTTOM EDGE LESS THAN 18'ABOVE THE FLOOR AND SIDELITES ADJACENT TO SWINGING DOORS SHALL BE TEMPERED SAFETY ON CENTER AT INTERMEDIATE SUPPORTS. TRUE 17--allu Location Map ® GLAZING. THE OWNER SHALL SELECT OPTIONS SUCH AS GRILLES,COLORS,SCREENS,ETC. 11. ORIENTED STRAND BOARD SHEATHING IS AN ACCEPTABLE SUBSTITUTE TO THE SPECIFIED PLYWOOD PROVIDED THE SAME MINIMUM Key Plan NORTH NORTH 31. ALL FLDOR FINISH MATERIAL TRANSITIONS SHALL BE PROVIDED. INSTALL MARBLE SADDLE AT TILE FLOOR FINISHES. THICKNESS AND APA.SPAN RATING CRITERIA ARE MET. N 32. THE ARCHITECT WANES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS WHICH ARISE FROM FAILURE TO FOLLOW 12. INTERIOR PARTITION WALLS SHALL NOT BE DIRECTLY ATTACHED TO FLOOR FRAMING. PROVIDE 1'MINIMUM GAP BETWEEN THESE PLANS AND THE DESIGN INTENT THEY CONVEY,OR FOR PROBLEMS WHICH ARISE FROM OTHERS. FAILURE TO OBTAIN FRAMING AND PARTITION. PLAN® z AND/OR FOLLOW THE ARCHITECT'S GUIDANCE WiTH RESPECT TO ANY ERRORS,OMISSIONS,INCONSISTENCIES,AMBIGUITIES OR NORTH < CONFLICTS WHICH ARE ALLEGED. CONCRETE: SYMBOL INDICATES SCOPE 33. ELECTRICAL,MECHANICAI,PLUMBING AND SEPTIC SYSTEM DESIGN BY OTHERS. I. ALL CONCRETE SWILL.BE OF 150 LET.PER CU.FT.DENSITY AND SF14L ATTAIN AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS # OF WORK AREA,REFER TO � N SCOPE OF WORK KEY NOTES ",--- U)34. THE CONTRACTOR SHALL INSTALL ALL NECESSARY FIRE BLOCKING AND DRAFT STOPPING IN ACCORDANCE WITH THE BLDG.CODE OF 35M PSI MINIMUM AND SHALL BE FIBER MESH ADMIXTURE WiTH PROPER JOINTS. ON DRAWING A1.01 -� a 8 35. THE CONTRACTOR SHALL PROVIDE AIR SEALING AND INSULATION OF THE BUILDING THERMAL ENVELOPE TO BE DURABLY SEALED TO FOOTINGS,WAILS AND BASEMENT SLAB(AS REQUIRED)---------35M P.S.I. LIMIT INFILTRATION AND PROVIDE AIR TIGHTNESS. PROVIDE TESTING CONDUCTED BY AN APPROVED THIRD PARTY WHERE REQUIRED BY GARAGE FLOOR AND STOOPS(AS REQUIRED)----------------3500 P.S.I. THE CODE OFFICIAL SUBMIT CERTIFIED REPORT OF TEST RESULTS TO THE CODE OFFICIAL 2. CEMENT SHALL BE TYPE I OR II PORTLAND CEMENT PER ASTM C-150. Tr 36. WOOD FINISHES/TRIM TO MATCH EXISTING SPECIES,WIDTH AND FINISH OR AS SELECTED BY OWNER. 13. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DEVILED. 37. INTERIOR GYPSUM WALL BOARD SHALL BE X"THICK INTERIOR PANELS TO INCLUDE METAL TRIM EDGES/BEADS. ALL JOINTS SHALL 4. REFER TO ARCHITECTURAL DRAWINGS FOR ALL MOLDS,GROOVES,CLIPS,ORNAMENTS,GROUNDS AND OTHER INSERTS TO BE CAST IN I 1 I I OFFICE BE TAPED,SPACKLED(2 FINISH COATS),SANDED SMOOTH,CLEANED AND PAINTED OR FINISHED AS DIRECTED BY THE OWNER. CONCRETE I I I ADDITION 38. COORDINATE ANY INTERIOR FINISHES WiTH ALL FIRE-RATED ASSEMBUES TO PROVIDE MIN.REQUIRED FIRE RATINGS FOR SEPARATION. 5. ALL REINFORCING,DOWELS,ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN PROPER POSITION PRIOR TO PLACING 39. COORDINATE EXCAVATION FOR FOOTINGS AND FOUNDATIONS WiTH SUBSURFACE CONDITIONS AND OWNER'S REQUIREMENTS FOR SITING CONCRETE BUILDING AND FINISH GRADING. CREATE DRAINAGE SWALES AND PITCH/SLOPE FINISH GRADE AWAY FROM STRUCTURE;DRIVES,ETC. 6. EXPOSED EDGES OF CONCRETE TO HAVE A 3/4'CHAMFER 40. DATUMS AND BENCH MARK ELEVATIONS SHOWN ON PLANS ARE FOR REFERENCE PURPOSES ONLY. COORDINATE ALL ELEVATIONS AND 7. ALL CONCRETE EXPOSED TO THE WEATHER TO BE AIR-ENTRAINED. Protect VERTiCAL DIMENSIONS SHOWN ON DRAWINGS BETWEEN ALL TRADES,INCLUDING SURVEY/CML,STRUCTURAL,ARCHITECTURAL,ETC. Location REINFORCING STEEL: Roots I I I W o n 1. ALL REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A-615-81,GRADE 60. RENOVATION l I Z W U) f 2. ALL BARS SHALL BE FREE FROM BENDS OR KINKS EXCEPT AS DETAILED AND SHALL BE FREE FROM ANY MATERIAL,WHICH WOULD __ __ _ N W>O 10 TEND TO REDUCE THE BOND. EXCEPT FOR SLABS ON GRADE,CONCRETE BLOCK SHALL.NOT BE USED TO SUPPORT OR SPACE ___ C �" O 3. REINFORCEMENT MARKED'CONTINUOUS'SPLICED WiTH A LAP OF 24 BAR DIAMETERS(V-3'MINIMUM)IN CONCRETE(UNLESS ; AS BUILTlFfNAL SURVEY NOTED OTHERWISE AND 4o BAR DIAMETERS(2'-0'MINIMUM)IN MASONRY. STAGGER ADJACENT SPLICES 10'-0'MINIMUM.HOOK W Z O a4 Ler�x 2 t� AT NON-CONTINUOUS ENDS. En p Y Y i0ge OINO ¢ 4. ALL WELDING IN CONJUNCTION WiTH REINFORCING STEEL SWILL BE DONE WITH PROPERLY SELECTED ELECTRODES,ADEQUATE Z 1 O REQUIRED PRIOR TO PREHEAT,IWERPASS TEMPERATURES AND CONTROLLED COOLING SHAH.BE UTILIZED TO PROVIDE SOUND CRACK-FREE WEEDS. 9UR 5. ALL REINFORCING SHALL BE SUPPORTED IN CONFORMANCE WiTH THE LATEST EDITION OF'REINFORCING CONCRETE--A MANUAL OF REPLACEMENFINAL INSPECTION STANDARD PRACTICE' I Q 6. REINFORCING SHALL HAVE THE FOLLOWING MINIMUM COVER 0 I �--{}{) W O�f FOOTINGS&FORMED SURFACES IN CONTACT WiTH EARTH-------3' WALL SURFACES EXPOSED TO AIR OR WEATHER------------2' r I STORAGE can ISSLABS AND WALLS SURFACES NOT EXPOSED TO WEATHER--------1-1/2' -----I ENCLOSURE a REPLACEMENT n. 7. MESH REINFORCEMENT SHALL CONFORM TO ASTM A-185. O- - - T cc BELOW) we aV Climatic and Geographic Design Criteria -Table R301 0) 'P "�CDD65'F<6'611 ANNUUALAL 80d 6 FACADE RENOVATIOiJI PORTICO ❑ ❑ Q WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER AIR MEAN WINDOW REPLACEMENT ADDITION � job N&4.1458.01 GROUND WINTER FLOOD (BELOW) -----' SNOW LOAD Speed Topographic Special Wind Wind-borne DESIGN DESIGN TEMP UNDERLAYMENT HAZARD FREEZING ANNUAL Fu Ko.145801TIOI-REV1 (MPH) Effects Region debris zone CATEGORY Weathering Frost Line Depth Termite REQUIRED INDEX TEMP arm:bHo•,,�„n,ec '° SECOND FLOOR PLAN Go g1e w,�a;w,I� $,� ��. . . N.T.S. T1001 OF•, 30 PSF LIES PER AHJ PER AHJ PER AHJ B SEVERE 3'-6"OR PER AHJ MODERATE TO ZONE 5A YES NO PER AHJ PER AHJ HEAVY (WESTCHES113R COUNTY) A B C D E F G H J K L M N 0 P 1 Ode 11218120 VP 3 1 SYMBOL INDICATES 11'-5"F.V. A1.02 Terrace A7.03 Scope of Work Key Notes O DEMOLITION STONE KEY NOTE (�• 2 REMOVE ALL ROOFING FINISH -�7-� V l 2 2 2 A1.03rF 1.PORTICO ADDITION:REMOVE EXISTING ENTRY PORTICO IN ITS 2 GUTTERS AND 2 REPLACEMENT TYP. '•': 'It• %il•-1�1�l• ENTIRETY,INCLUDING BUT NOT LIMITED TO ROOFING SYSTEM N -- -T3A--- LEADERS,TYP. ;{ :` � FRAMING,CEILING FINISH,TRIM,COLUMN SUPPORTS COLUMN t•: `y 2) WRAPS,AND STONEMASONRY PORCH STOOP AND WALKWAY �+ �O EXISTING 4TI^ I INCLUDING ANY SUPPORTSlFOUNDATIONS TTn IT-Tr ��� ," :_ 44 DOOR 10 EMAIN 2.FACADE RENOVATION REMOVE EXTERIOR DOORS AND WINDOWS AS -" H- --I -��I �••}•�4 I-4 'I INDICATED ON PLANS,INCLUDING FRAMES CASING TRIM SHUTTERS :•;I:. 'I�:::.I:h.. t) Q ' AND HARDWARE.PREPARE FOR INSTALLATION OF NEW.REMOVE 3" �" LINE OF P O E O Y REPLACE EXISTING HEADER EXISTING EXTERIOR CEDAR SHAKE SIDING IN FULL,INCLUDING ANY / -- a M Z I I I ABOVE GLIDING PATIO ;;:1;,I.;'=,';j'�y `' OVERBUI O 0 I BUILDING PAPER OR WRB DOWN TO EXISTING EXTERIOR WALL : ,; w ROOFING IN f. DOOR PER PROPOSED ;::,j.4t:;;.;,;..�,.,.ki.•.�. � LL SHEATHING.CONFIRM SHEATHING TO REMAIN IS IN GOOD CONDITION, 6 .R. EXI T. PREPARE S PANS,BRACE AND SHORE REPAIR AND/OR REPLACE AS REQUIRED.REMOVE EXISTING EXTERIOR �`• Q 0 I AS REQUIRED DURING O• 1 cD REQUIRED, O , O• �/ ' Living Room I Dining Room LIGHTING FIXTURES AND TERMINATE ELECTRICAL IN APPROVED I �� +:1�" WITH PROP S I I WOOD I I I WOOD REMOVAL MANNER.REMOVE EXISTING ASPHALT SHINGLE ROOFING SYSTEM IN �;: :'.�.y i PLANS �-� BIIII rd's Room FULL,CONFIRM EXISTING ROOF SHEATHING TO REMAIN IS IN GOOD �t;; :t•: ;.�•t• t� �P I I I CONDITION REPAIR AND/OR REPLACE AS REQUIRED.REMOVE ALL I , ;:1%11::...: 12 �• EXISTING METAL GUTTERS AND LEADERS IN FULL. :,r 111111 2 1I�--�2� 11 3 FOYER RENOVATION(FUTURE) '; ' �/ 4 FIREPLACE RENOVATION:(FUTURE) ;1 .1,,.., .,r� :•^1 ? HATCH DENOTES I %,•!; AREA OF PARTIAL 7 I I 5 POWDER ROOM RENOVATION(FUTURE) :t';-� i y 1 6.INTERIOR DOOR REPLACEMENT REMOVE INTERIOR WOOD DOORS IN I ROOF FRAMING 3 ' I ' DEMOLITION,BRACE Q s I i LandingFULL,INCLUDING FRAMES,CASING AND HARDWARE.PREPARE FOR AND SHORE AS C INSTALLATION OF NEW. BRICKREQUIRED, t~i ON /27_� T.BILLIARDS ROOM RENOVATION REPAIR STOP AND TRIM ON EXISTING COORDINATE WITH • 1INTERIOR WOOD FRENCH DOORS AND PAINT NEW PER OWNER'S T F0O _O - A1.02 PROPOSED PANS SELECTION.REPLACE EXISTING LIGHTING FIXTURES AND SWITCHES 4 4 Stair UP ON O -O AT CATHEDRAL CEILING.PATCH,REPAIR ANY DISTURBED SHEETROCK '/� W A1.02 v /w1 WOOD I v, I WALL AND CEILINGS AND PAINT NEW PER OWNER'S SELECTION. W 1 I 1 8.STORAGE ENCLOSURE REPLACEMENT REMOVE EXISTING -1 ( ONE-STORY WOOD FRAMED ATTACHED STORAGE ENCLOSURE, C DEMO OPENING FOR Kitchen Eat-In Area I ~� INCLUDING ROOF,WALLS,DOOR,CONCRETE SLAB AND ANY �ci 6 NEW WINDOWS AT - ryCpp yyppp I FOUNDATIONS.F.V.SHORE AND BRACE AS REQUIRED. I X O OIw I*TT i GARAGE,TYP.OF 2 - J 9 SIDE EXTERIOR STAIR REPLACEMENT(FUTURE) �'iD tO lit, 4 REMOVE EXISTING - � 10 I ~� � 2 - X U ? w U OVERHEAD DOOR IN _ w v v R6VI9I0�1•: FULL,INCLUDING TRIM, ara a UP _ I 11 X O Q 4/22122 HARDWARE,MOTOR, CONCRETE 1 -_ - - - �1 N iD Revision I/1 1 __. 12.OFFICE ADDITION AT ATTIC DEMOLISH PORTION OF EXISTING ROOF I I ai ARB REVIEW ETC.TERMINATE ELEC. - '1 FRAMING AT EXISTING STORAGE ATTIC TO ACCOMMODATE OFFICE �j (� IN APPROVED MANNER I Entry Hall :...��: 1 ADDITION PER PROPOSED PLANS.BRACE AND SHORE AS REQUIRED. X O I I X - _ _ M f COMMENTS DEMOLISH EXISTING ABANDONED PLUMBING VENT PIPE UP THROUGH �'iD I I i ' F74 V. EXIST.WOOD 1 1/ FRAME WALL TO ROOF F.V.,CAP AS REQUIRED DEMOLISH EXISTING PLYWOODSUBFLOOR AND SHEETROCK FINISHES AT EXISTING STORAGE co I I� {_{.:.•:1 D C. 6 ' BE DEMOLISHED DEMOLISH PORTIONS OF INTERIOR PARTITIONS AS HOWN ON PLANS w I I� -� a B TYP. I I 6 I ;a �a--�-EXIST.DOOR TO TERMINATE ANY ELECTRICAL IN AN APPROVED MANNER.SALVAGE . ' �+v �� BE DEMOLISHED �? 2 I Z I FD e Play Room I ' ;^ CEDAR WOOD AT CLOSETS AND TURN OVER TO OWNER. X O ti-' �lf 5 4 qPwdr nLE WOOD B I N io LL ---- -- - .�, 2 CI I Ua I __-----_ - = TILE // I w00D EXIST.CONC II II w riti I DEMOLISHED LI BE Legend I I ::• ti DEMOLISHED t t a t o`- Fv:; SYMBOL DESCRIPTION 4,_9.. Driveway ....:.�..• ;;.�::.�.:::.:• _-_ ASPHALT 1 EXISTING PARTITION TO REMAIN F.V. EXISTING STONE - "'••"�bi'tlGff:•":��•�;.���:�. CURB TO REMAINEXISTING •••,,•� Q??!27 EXISTING PARTITION TO BE REMOVED/DEMOLISHED ASPHALT T( :':;=•i�N•::•`;..=%•` � / 8 REMAIN ` REMOVE PORTION OF EXISTING PARTITION TO ftaw �I� .�. 1 0 � DIMENSION SHOWN. 1 Landscape I Walkway'T Landscape -- AREA OF STRUCTURE AND/OR FRAMING TO BE Existing Attic Plan EXI TING STONE Bed I I�U Bed [--] I STONE I REMOVED IN FULL,BRACEISHORE AS REQUIRED. 4 CU B TO REMAIN I 1 I 2 Existing First Floor Plan T�� WINDOW UNIT TO BE REMOVED A1.01 3/16"=1'-0" NORTH I A1.02 I A1.01 3/16=1'-0° ^♦ EXISTING DOORFRAME TO BE REMOVED 3 1 '�J� NORTH , 1 A1.02 A1.03 a O EXISTING DOORFRAME TO REMAIN �• '� M 3 1 2 ` O O 11t�1�1� 1I1'llh�r��N� II�11,1�1�1� if r� 2 - - - - - II CARPET�_ (2}� 2 TTTTTr-r1T'TT1U�l7TT- 12 • 2 A1.03 General Notes _ _ �� ,� ,� ,� �� 0 �T11'T�T�1�U�1'f � o I I 1. DIMENSIONS SHOWN ARE FROM FACE OF FINISH MATERIALS(�/-) I ' T1if If 11 1 T_�T�'fT� PORTION OF - _ -- UNLESS OTHERWISE NOTED. I EXISTING ROOF O REE 2.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS. Bill/ rd's Room Bedroom 1 ) FRAMING TO BE y CONFIRM ACTUAL CONDITIONS IN THE FIELD AND COORDINATE (e CARPET I --- -- ' DEMOLISHED, WITH PROPOSED PLANS. � � 7 � T REFER TO ROOF O } 3.PROVIDE INTERIOR AND EXTERIOR SHORING BRACING OR 10'-9'3"F.V. --10 '-E I PLAN I SUPPORT TO PREVENT MOVEMENT SETTLEMENT OR COLLAPSE I 3'- F.V. Attic n ' Z 8 UtilityRoo I I OF AREAS TO BE DEMOLISHED AND ADJACENT FACILITIES TO ' ( I CASEWORK TO BE • REMAIN. I - _ UNFINISH U ' DEMOLISHED Z CONCRETE I I 4.THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES ONLY ' r•. - REMOVE PORTION w WITHIN THE ALLOWABLE HOURS OF OPERATION IN ACCORDANCE :,r -- ='`=' U) �,:::5• Basement .; :s.:.`::.'::;:;:;:::::::: /Q OF CARPET FINISH O CARPET 1 I I WITH THE LOCAL NOISE ORDINANCE.THE CONTRACTOR SHALL "•- : �, O FLOORING AND � c7 Crawl Space ❑ CONSULT THE LOCAL MUNICIPALITY FOR ACCEPTABLE HOURS AND PREPARE FOR UNFINISHED COORDINATE WITH OWNER. WI• II NEW FLOOR 1 • w 5. CONTRACTOR IS REQUIRED TO PATCH(f0 MATCH EXISTING), jf;:• Clo. Cedar Clq. 1 I I / �'' APE 6 WDpp FINISH PER PROP. IMMEDIATELY AFTER REMOVAL.FOR ALL WALL FLOOR d CEILING PANS z N 1 I I OPENINGS. ` % �+ REMOVE EXISTING Q --- I UP I I REPAIR/PATCHING NOTE 4L Stair I I EXISTI W WINDOW AND a 8 I -- ❑ ❑ ON REFRAME NEW L2A1.02 W.I.C. W.1.C. w000 I I FINISH AT BEDROOM I OPENING N N.12 1. GENERAL CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING CARPET CARPET I SIDE TO REMAIN 4 I I I SUBSTRATES AND FINISHES IN AFFECTED WORK AREAS TO A LDN EXISTING(2)2x10" L6 I A1.02 I I I J I I I COMPLETE AND FINISHED APPEARANCE.PROVIDE ALL 6 C. -- Bedroom 3 1 p FLOOR BEAM TO Ul - P NECESSARY LABOR AND MATERIALS FOR A SEAMLESS FINISH CARPET BE REPLACED, 1 I I UPON COMPLETION OF ALL DEMOLITION PATCHING AND NEW - 2 l SHORE AND 1 INSTALLATION WORK. III BRACE AS ❑ ❑ I I Hall I VERIFY BEAM ELD O II I II WOOD LOCATION WITH LaJ ti 6 r WALL AND POST ? Q TTIC ACCE 6 6 ►� I Master R Om �� � �� BELOW PRIOR TO W O cn w�O Garage - I CARPET � REMOVAL AND 2 LV in (��) ( :.1: ; NOTIFY I 3 W ��._ CIO. i I)` ; ARCHITECT p ITILE CIO. 6 I g I 2 y Z 0 Y I I CARPET� �;;�.: •� A1.02 O�O I I I z z B room 0 ►-3 O Master lthrruDm nLE Bedroom 2 `�`,'' m o m Crawl Space I B TILE CARPET :''; -' p APPROX.AREA OF EXCAVATION FOR - _ I O° I ;����:: :::••• ���333 � UNFINISHED I I PROPOSED STORAGE ENCLOSURE. -- -- •'�• 45 0 �t _ "AlI I °• I t: Z) L" cc FIELD VERIFY AND COORDINATE � 1 .�•• �.• � Q N 1 I I I I WITH PROPOSED DRAWINGS LINE OF ROOF f�EMOVE SKYLIGHT 2 2 2 2 m a _ OVERHANG ABOVE ABOVE AS PART OF I O - - - _ _ - I -J FAC}\DE RENOVATION/ OC - - WINDOW REPLACEMENT 4.1458.01 1 j&n. APPROX.AREA OF EXCAVATION FOR A1.02 A.oi&4145801A101 PROPOSED P RTICO.FIELD VERIFY ANDCOORDI COORDINATE L_- J 1 Existing Basement Plan 3 Existing Second Floor Plan _ DRAWINGS --- Alw0l A1,01 3/16"=l'-0" A1.01 3/16"=1'-0" NORTH NORTH A B C D E F G H J K L M N 0 P 1 DO• s 20 D REMOVE ALL EXISTING tr P!U'VIBIN,VENT PIDCS AT REMOVE EXISTING SKYLIGHT AND FRONT,PATCH AND REPAIR 1 PREPARE FOR INSTALLATION OF NEW ROOF DECK,F.V.,TYP. `C M Z ,TT,TT TTTiiiTT TTTT TTTiTTTTTTTTTTTTT7TTTTTTTTTTTTTTTTTT,TTTTTTTTTrr,TT REMOVE EXISTING LOUVER Uj 0 1Arrrrr rrrtlillAl r11,rr1 111111,1r11111.1•,1111At,A,l1l,•11,A1•,A1A11,•11r1A1lrrt1A1l11 lllr 1Allr rrtr r1A1l1A,l,A,l 'T'T'T'T'T'T'T4444T4 'r4'4'r 'T'T'r'T'T'T'T'T44'T'T4'T'T'T4'T'T4'T'T'T'T'T'T'T'T'T'T'T'T'T'T4'T'T'T44'T'T'r44'T•T'T'T'T'T CDEMO OPENING FOR NEW r1-l-rrrrl-rrl--rrrr-l-rrrl-rrl-,-r,-rrrrrrn--l-r,-,-,-,-,',-rr1-n-1-1-r,-rr rtr'L l,l,1,+,+,l,l,lt ,1,1 t, ,lt,l,+,l,l,llArrttr,i•1 i•lllll•rtllrrr,iAtr r,L,1,1,1,1,1,1,1,1,1,1,l,lrrl.,1,1,1,1,1 \ WINDOW,CENTERED ON Y� O• O 444'T44'T4444'T444'r4444'r'T444'r444'r444'r'T444r44'r'T444444rr4T'T4'T'�I u�4'?,T,T4 44 T'T'T'r44444'T'T444'T'T'T'T4'T'T'T'T'T'T'T4'T"TT'T'T'TYr'T"T'r44Y,•T44'r444'T'T REMOVE ALL EXISTING lr,llA1At11 ,A,Alilrr,1,1,1,llAr1l11,iiA,1,ltrliiiiilrll,l,lt,l,lrrliiiiiiAt 1+t1•,1 t+l,l,ll lt,rt 1AlAtrtrlAlA•r1lliA,ii•,•r1l,A,•,+A11111iiA1A1+1•roil,l,1,1,1,1,1,1,+,1,11111,1,1,1,1r 2 I I I 1\ WINDOW BELOW p r 444r44r4444T44'r4'r44'T4444444r4444rr4r444T444rT444444'T44'T 444y I1Ty44'T'T44 44'T'T4444444444444'T4'r4'T444'r4444444'T44'T4'r44'T44444'T4'T444'T4 CEDAR SHAKE SIDING, 1111 Art 11 11r11111414,4 14111lllrllttr11re,rrrr.111t111A1A1.111111111A1Att,l1l1A1llllAlAt Atoll{ ■Itrl 111 Art Ar1•r1AllrlA 11Atr1111r1•r1Ar1111tt11rt1111t,At11ttt1111t111AlAlllAlll+rll,l,l l,l,lt I I I I 1 1 11 I I I I I I I\� �� v { "Y T4'T4 T44'T'T'T'T4'TLTTTT"4'T'T'T'T`r'TLr'r'T'T4Y,444'r444444T'T'T'T'T'T'T'T4'T'T44 DEMOLISH ALL EXISTING SHEATHING TO REMAIN, 444'r44'T'T4'r4'r'r4'r',4'r4'T4444444'T444'T44','T'T444444'T'T44'T444'T'T44 444' • 1,1,1,1,1t,1,1,1,1t,1,1,1t,1,1,1,1,1,1t,1,l,l,l,l,l,l,+,l,l,l,lt,l,l,+r�lt,l,l,tt,l,l,l,+�l,l,l,a,1,1,1,{ Fa,l,l,l,l,a,l,a 1,1,1,1,1t,1,1,1,1,1,1,1,ltt,lt,1,1,1,1t,1,1,1,+,1,1,Art,1,1,1,1,1,1,A�1,1,1,1,1,1,1,1,1,1,1,1,1,1 2 ASPHALT SHINGLE ROOFING F.V. �•{ I II I I I II I II I I I I I I I-T, '+4444444'T"LTL7"4'T444444 44 444444 44444444444444444444444444 444'T44444'r4'T444'T"LT'T"'T"Lr4'T4'T'T'T'T44','T'T T""'T•T4'T4444'T4'T'T 4444 k44' 4 T4 ,4444444'T'T444444',',444444',44444444444444444444444444444 �'. u u 1 1 1,1,1,1, 1,1,1,1,1,1,1,1t,1,11,1,1,1,1,1,1,1,1,1,1,a,l,+,l,l,l,l,l,l,l,Lrr�1+t 1,1� 1,1r,1,+,1,lr,lt,1,•,1,1,1,1,A,1,1,1,1r,1,1,L,1,1,1,A,1,1,1,1,1,1,1,L,1,1,1,1,1,1,1,1,1,1,1,1,{ I,l,l, ,+r ,+ ,1,1,1,+r,1t,1,1,1,1,1,1,1,1,1,1,lttrtr,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,+,1t,1,1,1,1,1,1 SYSTEM,SHEATHING TO �I I I I I I I I I I I I I I I I 1 1 1 I I I I I I I I 1 T '-44'T444LT': 44T4444 T44 444YT4 4"T T'T4""T'TLT"T T T'T'T44444 REMOVE ALL 4'r4'TYT'T'TLT"TYT'T'T'T44'T44'T'T4'r4',444444'r'T'T444444'r'T444'r44'T'r44 444--- 4 4 444T4T44,T,44r44T4T44T44T4444444T444rr44r4444444T444T4 1,1111,11,1,1,1,1,+,1,1,1,1,11,1,11,1,1,1,1,11t1t,11,1,1,l,ltl,l,l,l,ll,l,l,l,l,l,l,l,l, DEMOLISH ALL EXISTING 1 1 r1A1 l rrl tr1 rl t1 t r1 11�1�11�1 tl t1 1 r1 r,r, r, t,r, t, , t REMAIN,F.V. REMOVE ALL GUTTERS AND l u�I 11 ,�y I 5 GUTTERS AND ,1,11111111111 ..IIII 7TTTLY1,11 1,1111,1,1,1,1,1,111 1 1,1,1,1,11 +1 +1 lltlllll 111r11111111111111111 1 IIII+1 1 11+t lll+ll � 1I 11 1 1 II II I I II I I I II I I I II II I I II 11 1 II 4444'r4'r4',44',4'T444YT' T4444T444444•TT4r44444T4444 2 ASPHALT SHINGLE ROOFING 'T'T44444'♦'T'T..YT'T44444'T'r'T444444T'T'T'T""LT'T'T444444'T'T'r4 4444'T44'T"T", T 4'T"4 TLT"T'T'T444'r'T4'T44'T'T'T'T'T'T4444444'T4444444'T444444'T'T44'T'TtT LEADERS,TYP. \ l;l,l,l,lr,1,t,+,+,1,1�11,1„1,1,1,+t,1,l,+,1,1,+,+t,l,l,l,lt,l,+,l,l,l,l,l,l,l LEADERS,TYP. 11 llllllllltll,lllArt1111111t1111111+rll+lllt1111�1111 l+,lllt,lrttllrl 11111111tr1,1131111,11,11111t1111r11111+,11+11111r1lrrlltl•r II I I t II II I II II I II. ��44'T'T4""Ll'T 4444444'T YT'TT"TT'T"TT"44 SYSTEM,SHEATHING TO w 1 1 1 f 1 1 I I I I I I 1 1 1 I I 11 1 1 11 1 1 1 I I \ 1,1 1 lrtrr 1 f lllrr r1A1Ar 1Arrr l A,ltrr ttrlAtt,l,l LLLLu Lt-LI� �u�1\ REMAIN,F.V. 'T444''T44'T'r' I I I 11 I I I t l l I I I I I I 1 1 I I I I I 1 1 I I 1 1 I " I I I I I I I I I 11 1 1 I I -�- ---------------- --- I I I•i 11�]AJ I I I I I I I I I I II I I ILr1Arr1•1•rr1IYI1LL_L�}t"J_uh'T4444444441 I I I T I II I I I I I1 1 I I 11 11 II I III I I 1 I I � � �} �I.� I I I I I I Iu-+-1 I � I I ®1 I®I I 1 I ALL WOOD TRIM TO BE � lI REMOVE EXISTING 1 I 1 I 11 t 1 I I y I ( II' 11 I I I I I I I 1 1 11 1•Al•rl;•rr1Ar JLLLa�J1JJJ1_-ILLI �� � �1 J lJ1J� I,'T4'r4'T',4441, I I I I 1 1 I I I I I I I I I I I T I I I I I T I I I I 1 I I nT I I I I'll I I I" ALL WOOD TRIM AND FASCIA TO I 1t_II 1 1 I 1 1 I I I u u I I Lt I I I LLI_I I I REMOVED TYP. WINDOW UNIT I I I I I I I I l� I Ixi i Tij I I ! I I 1 1 I I 1 1 I 1 I I 11 I I II II I I I 1TlT"'•r••r'•'•'L µILL_Iy u�l l � lL1,I I �} 1 BE REMOVED.TYP. I �1 I�rL L1_1�1�1 1� 1� I � i��,, �I�1 1���I®I I Ir4444444444 DEMOLISH ENTRY I I 1 (I I I I 1 11 1 I 1 1 11 1 I I 1 11 holy II 111 CU INCLUDING -i•1 I-_�l ®. ®. �-`"�-�L•+- �I p,,r,l,l,l,lr,l,l,l I I I I I III I I 11 I I I I I I I I I I I I I I 1 I I I 1 I I I I I I III I I i III 1 PORTICO IN ITS ENTIRETY !- �I /�-1� 1{ • SHUTTERS AND I 1 t tr'T444'*444' I I I I�I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I 11 I I I I I I I I I I IL I I I r\ I I 1 1 11 1 11 Z I � ¢-- - � I.1Arrrrl•r rr1 DEMOLISH WOOD y31�1 u LI 11 u IJ 11 REMOVE EXISTING WINDOW �' v HARDWARE,TYP. I I I I II I I I 11 I I I I I 1 1 I 11 I I I I I I I I I I I I I II 1 1 I 11 I I I II I I I I I I I I II I I I I I I 1 1 I 11 I I I II I I I II I I b1,4',4'r' 'T'T4 8 �JLI_LLl 1LI I I I I�I I T 1 I 1 I 1 1 11 11 11 I I I I 11 I I I I I 11 1' .'f I I I I I I t I I I I 1 I I I I 1 I I T I I I 1 -1-1-�u -1-t-+-fu u � u-ITI� r_IJT�� } �u�� 1 1-►-+-�I��urT ��1 kl•rl•r Irrrrl FRAMED STORAGE I u IJ 1, �jl UNIT TYP 1 11 I I I I I I 1 1 I I I I I I I I I 1 1 I I I I I I I I I I I 11 I I I 11 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ITIr4' 444444 -1'•j�'-�� � L �--��' I f'-Q �- 1-' �- �-�- � �/'� Q y 1'',„ L L ENCLOSURE IN ITS 1 I I I I I I I I I I I I 1 I 1 I I 1 1 I 1 I i .t 11 I I u 1 11 Lill I I I 1 I I 11 1 I 1 I I 1 1 1 11 1 I I I I I 11 1 IIII �/ -f." T` u-u► -u--�I 411 1•rl•11rr,Ar1 II n\ REMOVE ALL 1 11 I I 1 11 1 1 I 11 I I I I I I I I 11 I I I 11 I I I I I I I I I I I I 1 Illy 11 I I I I I 11 1 1 I I I I I I I I "LOT'T4YT ENTIRETY u u,1 } I 2 1'', 1'1, LLLLLLLLL 11 11 I 11 I I I II I I I 11 1 I' ��I 11 11 I I 'I 11 I 11 11 1 11 I I I II 1 I I II I I I 11 I I I 11 I I I I 11 1`}. EXISTING CEDAR -"' EXISTING BRICK CHIMNEY I I I I I I I I I I I I I I I I I I II I I 1 1 I I I I I I I I I I ------ ---_--- ----- Q 11_LL_I} SHAKE SIDING. I ________ ________________ BOW WINDOW __ I I I I I I I I I I I II I I I l I I 1 i I�1�11 I t 1 11 1 11 I I 1 11 I 11 I I I 1 I I I I t 1 I 1 1 I I , I I I I 1 1 T====;T T---------T i 1L� 1 BEYOND TO REMAIN SHEATHING TO � _LL_LL L�1L� BEYOND,REFER TO � I 1 1J__L_I--t1��� I II II I 1 1 11 I I 1 I I I I I I 1 11 II � II (1 I 11 I I I 11 11 I I I I REMAIN.F.V. 1 I 11 I I ,' `. 11 1 1 I II I I 1 WEST ELEVATION BAY WINDOW BEYOND, I � I I II I I II I I I I I I II I I I I I 11 11 ' lI'i1•I I II \ I I I I REFER TO SOUTH I II I J®Lit I�q®II EXISTING STONEMASONRY EXISTING EXTERIOR I I , . I II II 1 I I ELEVATION I I 1 1 I I I II 11 111 n 111 11 1 IV 1 1 11 IV I I 1 11 111 I I Ilt� I I I EXISTING 1 I 1 I +� PATIO TO REMAIN 4 LIGHTING FIXTURES TO I I 1 IIII ,� �� 11 I I I Iof � � � � '4 I 11 I I I I STAIR.LANDING I I 11 11 I I 1 1 I I I I I I I I I 1 BE REMOVED.TYP. 1 LL a_U� A-L�-L 1��-LL�y LLJI EXISTING BRICK VENEER I fla: ���I AND RAILING I I I I I I I I r I I I I I I I I I I I I I I I I I I 1 1 I I I TO REMAIN _ I Q 4/22/22 REMOVE EXISTING III 1 1 11011 i i I I I I I I I I I I I I I I I TO REMAIN 1 I I I I I I I I I I I I I I I I I I 1 11 I I 1 1 T I 11 I I�_I I—,,—1 I 1 I It ' Revision#1 OVERHEAD DOOR I I Ii 11 ,' �. f i�11 t I 1 111 I 1 I It IIII tt t ARB REVIEW I I I I I I 1 I I 1 1 I I I 1 1 I I I I I I 1 1 I I I I'll I 11 I I I I t I I I I 1 I I J q COMMENTS REMOVE EXISTING I �- —� EXISTING BRICK . 1 1 EXISTING-�+ I I REMOVE EXTERIOR SWING DECORATIVE GLASS I VENEER TO 1 I i I �. I REMOVE EXTERIOR I I FOUNDATION TO I I 2 I I DEMOLISH WOOD I I Fr EXISTING FOUNDATION TO 1 WINDOW I DOOR AND SIDELITES REMAIN,TYP. 1 g 1 I REMAIN,TYP. I DOOR I .1________________________________________T1------- ---__-__--_______ ---------------_LT-------L� FRAMEQSTORAGE I I I REMAIN TYP. ------------- ri- ----------------------r1-------- -------------------------1� 1 I I I ENCLOSURE IN ITS ----------------- ---------- -- ------------------------------ ------------------1-------- ENTIRETY 1 -----------i-------- ------------------ ------------------------------------i -------------------------------------- -- ------------- 5 DEMOLISH ENTRY PORTICO 1 REMOVE WINDOW UNITS AT 2 EXISTING ROOFING FINISH AND ROOF EXISTING STAIR LANDING IN ITS ENTIRETY BAY.WALL FRAMING TO FRAMING TO BE REMOVED AT BOW AND RAILING TO REMAIN REMAIN WINDOW 1 Existing South Elevation with Demolition 2 Existing East Elevation with Demolition A1.02 3/16"=1'-0" A1.02 3116"=1'-0" B REFER TO SCOPE OF WORK DEMOLITION O KEY NOTES ON DRAWING A1.01 J Jd 1 O IA M ' ALL WOOD TRIM/FASCIA PLUMBING VENT TO m ' TO BE REMOVED.TYP. T, T T T T TTT T TT TTT „T T,,T T,TTT T,TKEMAIN F.V.UIL)URDINAZTE REMOVE EXISTING LOUVER 1t,111,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,•,1,1,1,1,1,1,1t,1,1,1,1,1t,l,l,l,l,lt,ltt,l,l,l,lt,l,l l,l,l,l,lr,ltt,l,l,l,l,l, TIE IN OR RELOCATED 44444'T4YT""T'T'T"T'r4'r'T444444'T'T T'T4444'T'T4"LTlT"'T"LT"44'T'r4'T'T44'T'T'T'T4444'T'T4'r �*j I r* 11t1A1•rtrrrllrrrl•r1•rlArrrl•l•r1A1•rrrlArrrtl•rtrrlAl•rrrr•r1•r1A1•rrlll•1•rrlArr111•rrrl•rrrr•r1-1-1-rrrl-l-rrrl-l-l-l-,-l-rrrl-rrrrrrl-l-rrrl-rrr1-1-1-n-rrrr-l-rr --rl-l-rl VENT PIPE AT REAR,TYP. REMOVE ALL EXISTING t �•'444444'T4444'T444444','T•T'T44444'T'T444444'T'T'r44444T'T•T'T4'T444',4444444•T444444'r'T'T'r4'T444Tr444444'T4444444'T4444444'T4444444'T4444444T 4444r444' y✓�\ '1 I I I REMOVEALL GUTTERS rr Arllrrr 11111111trrllrrrlltr,•I•rrrlllr 11 L L L lr L L...IIII L l l l lr...IIII•tr•l•r1.1•r1•rtr,lllrlArrtllrllr,ltrrl•r11r1Ar1•l•111111rrllrr..,.IIII 1 L L L Lr L,L L Lr 2 CEDAR SHAKE SIDING. CO 444444 4444T4444444T4444444,T444444TT44'T4444r4444444 4444444444',4T4444444',',44444444444444'T44444'T'T4'r'T44444T44T T4'T4444444'T444' \ SHEATHING TO REMAIN Q m t AND LEADERS.TYP. rl•rr1.1•r- 11Artllr,Ar1A1•lArl•r,llArll,lrrrll,• 111r1111rllrrlr 1111rr11r1.1•rl•1•Il1i•lArrllrrtrrl•rl•rrt11r1•rrrrli•l•1•rllrrtrrrll lr•nlrrl•r1•rr11r1•r1 �,� _ \\ I 1I\ 44444',4444444 444444'T444444'T'T44ti 44444444 444444444'T444'T444'T4444444'T444444','T4444444'T44'r'T'r4 r444444444444T'r DEMOLISH ALL EXISTING 1.tJ J_,._L.l_ �.L 2 4444Y,4'T4Y,44'T4444'T4444444'T4444444',',444444'T444',444',44'T'T'r444444'- \ 1( 1\ F.V. I(�V •rr1Ar1•r1A1•ttl•t11t1A1 +r Alllr1l11r11L1L ltlllllAl t1111rtlltlAlllltll loll Ar rrlllltlAtrlllArrllllrrr11r11rr11tr1lrtllr llAtrtrrrrllrlAr11111111111111t1 ASPHALT SHINGLE ROOFING rtlltlllA lArlAllllrllrllrllllrll llrtrlAlArtrllllttlAtlAlltttlAlAlllArlArttlAttlAlAlllltlAr `\ '� 444'r4'T4'T'T4444'T444444 44444' I I I4Ir I r 444 'T'T'T4444'T4'T'T44'T4'T'T'TLT"LT"'T'T"T T TLT'T'T'T"LT T r'T'T4' 444T4444444,4r44444,T44 44444444'T'T'T44'T""44444444'T"'TLT"4'T""LTAT4'T"'T',44'r'T44'T'T44' �n I�I�I I I I 1 I I I I I I I 11 I I I\ I I I I 0 rrrl•r1•rllrrrl•rllrl•rrrrtl•r1 •rrrr,•rrrrl•rr,lrrrrr,•rrrrrrrrrl•rtrr rrlltrllllr11r1111rr1•rrrrrllrrrrr, SYSTEM,SHEATHING TO DEMOLISH ALL EXISTING 11r1111•rrt•r1•rl•1•lAtl•rrrllrrrrl•1lr1111r11rrllrllrr11rr11rr1,1 +- ? REMOVE ALL GUTTERS AND T- PLUMBING VENT TO BE 4444'T'T4444444'T4444444'T'T' 1 LJ1-Ij� A•,A 2 4 44444444'r4444444',444'T444'r444444444444'r444444'T444', �'����l��-�1�1�� \ U I I I I I I I I I I I I?l 1 1 11 1 REMAIN,F.V. ASPHALT SHINGLE ROOFING . J^I I I I I I 1 11 I I I I I I I I I I I I I I I\. I I I 11 LEADERS,TYP. Y REMOVEDAtlArrrl•rrllrrrl•1.1•rt1• r1111111•rtrrrrl•1•r1 r,•rllrlArtrl•1•lAr1•IltrrlA,ltrrl rrrrll rr111 r1 rtr,•rlArrl•rrrl•1.1A1 1r111•r111•rr1A111.1•t1Arr1•t,•1•rArrlArllr111.1•rrrl•r1i•r1.1A•111A 444 '4444444'T44'Tt 131-1-11111 4'r444444444444444'T444444444444444'r44444444444444444444444444444444444' SYSTEM.SHEATHING TO 44444'T444444444444444'T444444'r4'T444'T44444444 i' 1-�-I1 Q' rrrtrrl •r A1•rllrr � I I I 1 1 I I I I 11 III 11 I I ,1•rrr1A1.1•rrrtl•rrrrl•1•rtrlll•1111r111A,A1•rrllrr,lt 1,111 iltrrr111•rrrl•r1A1.1•rrr1A1A1•rrrl •rrrrlArrl•rrl•t1•rrrrrrr,lrl•rr,•rtrllrl+rl+l+r .'��r�T 1 I t I I I I III I I I I I I I III 11 I I I 1 I 1 I 1 t\\ I I t I r1 0 44444'T444 4,' �{ILL Llti 1L L 1 .44444'T4444444'T444444444444444444444444444444444444444444444444'r444' REMAIN.F.V. � � � � � �fly u u I , 1,lrrrl;Atrlrl I I I I I I I 11 I I I I I I I I I I I rttllt,lrllrttlll•,illlt�Ar Ill,lt,1,1,1,llAlh+rttl+t,+111i+1+1+1+1+1+1111,+,+,lr,+,+,+r11r,+r,l,+,+,+,+t1 ____ ______________-___ / J,I'1 I I I I I I I I I I I 1 if I I 1 1 I I I I I I I I I I I I I I I 11-1 1 I�t�11 11 11 TLT r4'r444444 _u_LL.LLJJ_1L11 1 1 L 'T44WT TLT 4444444444444r444444444444444T4444T444444444444444444r444 ALL WOOD TRIM AND FASCIA TO u u 11 u u 11 u u 11 iy � i•tr •r1•r1.1111r1 1 I 1 1�1'I+11 11 I T I I A1•r,111r1AllrrlArlll•1111r1A1•rtrl•l•11l•1•rrrrrrrrlAl•1•1•1•lArllrrl•IlIA,Artrrrl•rllrrl•1A,•r111•r1 BE REMOVED,TYP. ')l�1 11 I I I I I 1 1 1 11 1 1 I I I 11 1 I I I I I I I I I 11 I I I I 11 I I 11 I �yj r44444 44444'r'T4'r� I„ 'T4YT4Yr'T'T'T44444'r'T'T'T'r44'r'T44444'T4'T44'T44YT'T44444YT'T'T'TYT44'r'T4444444'T444' II ���� _l-.II--Lu � Z lrrrliilrl•11111•,•'•'141 11 1®®V I 1 1 I I I I I 11i1r.+r1lt,i1111+1+rrt11.A1+rtrtlilt,iiiltt,lilt,lrrttrl+llrll,ll+r,1,1,It,l,l,A,+l,l,l,l,lt,il,l,+tt,11 1 I „ �f I,.t 1 11 I I I 11 I I I 111 I I 1 t I I 11 I 11 I I I III I'll I I I I I I I I I I I 11 IIII I I I I I I I DEMOLISH PORTION OF ROOF T"T44'T44'T,'r4'T4 TrT rr TT4 TT TT 4 r T r r r rT ,T TT EXISTING BRICK CHIMNEY l,l,ltt,l,lt,l,l,l, ,1,+,1, 1 I I,L,L,1,1,1,1,1,1,1,1,1,1,1r,1,1,1,1,1,1,1,1,+,1,1,1,1,1,11,1,1,1,1,1,1t,1,1r,1,1,1,3,1,1,1,1,1,1,1,1,1,l,lrr,l,l,lr�lr,1,1,11,A, a DEMOLISH ENTRY 8 FRAMING TO ACCOMMODATE 12 I I I i I I 1 I - - - TO REMAIN EXISTING BRICK CHIMNEY 1 1 1 1 1' Ur i I 1 I 1 11 1 1 I I I�Y 1 I�i�11 1 1 I 11�it 1 I I I I 11 I I I 1 11 I i I III I i�II 11 11 1 1 1 1 1 W T'T'T'T`r4'T4'T'T',44 4 1 PROPOSED OFFICE ADDITION, rr,lt lli•rllli•r1 1 IIII f I i I'll I�i I I 1 I 111 1 1 1 1 I 1 I 1 1 I 11 1 11 11 1 11 1 I 1 11 1 1 1 1 I-I I I I I 1 1 I BEYOND TO REMAIN I I I III 1 �{ i �,t� { It 1 1 PORTICO IN ITS ENTIRETY N REFER TO PLANS FOR r'r4444'T4'r'T4444'T4 -- - 1,l,l,l,l,l,l,lt,l,l,l,l'T.Ll,, r -- J..LLLI L .L1L1L11111LJ111J1_L_U_u_1LL II uu,1 u u 11 (I I I I I I I I I 11 I I I +� T n 1 I� I I I I 1 I I 1 I I I I I I I I I I I I I I I I t I I I 11 I I I I I I I I I 1 I 1 1 I 1 I I I I r4444444444444'T4Y 1 I I I I i I I 11 11 11 1 11 11 1 11 1 I 1 I I 11 I II I I I I 11 11 REMOVE ALL EXISTING I I 1 I I 11 1 1 11 it",I 11 I I I I 11 I I I I I 11 I I 11 I I 11 1 11 1 I I 11 11 I I I 1 I I I I I I I I I �1 1 I I 1 11 I I a ADDITIONAL INFORMATION 2 ) n 11 CEDAR SHAKE SIDING ItJJ��u- " �'u"f-,*, i.0 i y u- '" U. 1-uI" �L r44444'r444444444Y II 1 I I II I I I II I I I I II I I 1 II 11 I 11 I I 1 11 1 I II I I I II III 1 II 'I I1 I II I I I I II 11 I I II I I I 11 I I 1 I II I I 1 I II 11 I I II I I I t II I I 1 II I I I II I I 11 II I 111 I1 I I I II l,lt,lt,l,lt,l,lt,l,lt,l,l, u vl ll 1..1�1 11 SHEATHING TO LINE OF ROOF SLOPE BEYOND T44444'T4444444'T4 I I I I I I I I I I I I I I 111 I'll I IIII I I I III 11 I I I I�I�I I 1 1 1 I I I I I I I I I�ll I I I- I I -�"1 • W y�1 I II REMAIN,F.V. � � �� � I U) EXISTING EXTERIOR L 1 L 11 1 11 11 I I I 1 1 I I' 1 f I I I I I I III DEMOLISH EXISTING ASPHALT I I I I I I I)I I I I I 11 1 1 I I 11 I I I I I 1 11 I I I I I I I I I I I I 11 I I I I I I I I I I I I I I I I ;1 I 1 I I __ PATIO DOORS TO REMAIN I I I I I I 1 1 1 I I I I I I 1� I Jj— I 1 1 I I I I I ;i`REMOVE EXISTING SHINGLE ROOFING SYSTEM, 2 11 I I I I 11 1 11�ILI�I I�I I I I I I Iu I i I'1'I1 I I I I I 1 I "I 1'1'11 I I I I I I I I1�I I I I �I 1 I 1 I Z rscc�-srss���rsr WINDOW UNIT,TYP. SHEATHING TO REMAIN,F.V. 1 fr BAY WINDOW BEYOND. II I I I II I I I 11 1 1 I I I I I I I I I I I II I I I II I I I if-I'1-1 II 1 1 I 11 1 1 `r r I I I'll I I I 11 I II I I I I I I'll I II 1 I I I I I= I I I I I I I I I II I I I I 1 14� I I I I I I� REFER TO SOUTH 11 I 1111rf�1 lllrtttt 1 I II I I I I I I 1~I I 1 1 I I I I I I I I I�I�I I I I I 11 11 1 11 11 1 11 I I 1 11 1 I 1 11 t EXISTING STONEMASONRY I I i I i I��I I I I 1 I I 1 I I 11 11 1 I I 11 I I I N71 11 1 I I 11 11 I 1 I 1 I 1 1�li 1 1 I 1 ( ELEVATION u WOOD FRAMED SHED TO -1 I I I I I u * I N III I I I 1 1 1 I I I I. I I I I I I I I I 11 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I II REMAIN REMOVE EXISTING PATIO TO REMAIN I I I I I I I I I I 1 1 1 I I 1}I i 1 1 I�t� I I I I I I I 1 I 11 I 11 11 1 1 I 1 1 1i 1 1 1 1 I II I II II I 11 N 9 EXISTING I I I I 11 1 t I I I I I I I I I LIL I I�Lj jfLJ111J1 11 1 I I I III I III I I I I 1 ASPHALT SHINGLE 1 IIf }� i�1 I III 1 EXISTING BRICK VENEER I I I I I I I I I U I I I I I I I I I 11 I I I II 1 1 I 11 I I 1 II I I II I I I I I I I II I I I II I I I I I I I 1 1 11 1 1 1 I TO REMAIN STAIR,LANDING lLt{ I ROOFING AND CEDAR I 1 � � u IJ 11 u I n-Trt 1 I I 11 1 1 I I I t 1 I I I I I I 11 I I I'I I, 1 I I I I I 1 t 1 I 11 1 I I 11 I I I 11 I I 11 1 t 11 11 I I I 11 I 11 I I I 11 1 1 1 I I I 11 I Iyl I I 1 1 I AND RAILING I 1_ - I - � SHAKE SIDING,SHEATHING 11 1 I I I 1 u L I 11 � U L.l_to JJ j TO REMAIN ___ - _ ___ _ - __= II 1 II III I II I I I I 11 I I I II 111� 1 1 1 II I I 1 1 II'I TO REMAIN.F.V. I I I I I II 111 I II I I III 1 11 I I 1 I1 1 I 11 11 11 1 11 I I 1 I I I I 11 I I II I I 11 11 I I 1 11 11 1 11 11 1 11 j I 11 I --- ---- --- ---- --- ---- - - ---- •J I •I I1_'_, II I I - - '� I 1 1 I d 1 I I I 1 I DEMO OPENINGS I Z EXISTING FOUNDATION TO � EXISTING FOUNDATION TO -i � � 1 FOR NEW WINDOWS i i O I I REMAIN TYP. I REMAIN,TYP. 1 I 1 I I I+J ------------------------------------------------------1-- ------- --------------- --- ----------------L 1--------------------------- 1- 1----- -J--------------------------------------------------------------------------L V Q EXISTING i i i i i i i i Z ---------------------------------------L_ ___J Q STONEMASONRY ---------------------------------------------------------- - ------------------ - ------------------� �----------------------- - ------------- - V1 kJ>O PATIO TO REMAIN EXISTING MECHANICAL/ Z W to UTILITY EQUIPMENT AND ASSOCIATED PIPING TO s Existing North Elevation with Demolition REMAIN Existing West Elevation with Demolition W in 6 4 I—ZOY 3 O A1.02 3/16"=1'-0" A1.02 3/16"-1'-0" � I Q O~ ct Z)N m O O a Q. 4A�•4.1458.01 I%Na 41,0801 A 102 1n02 A 8 C D E F 0 H J K L M N 0 P Dew 1218 20 Chocked JD Drawn K .� bo VRIDGE .P.Y EL+25'-0"F.V. REFER TO SCOPE OF WORK 2 ROOFING 2 12 12 O KEYNOTES ON DRAWING Al DEMOLITION .01 REPLACEMENT (F.V.)7� �6(F.V.) 0 Attic (ul"� p' O $T.O.SUBFLOOR EL+17'-3"F.V. 12 I /I DEMOLI / 11 6 SHEETROCK 7 3PORTICO N ITS I ENTIRETY K •i REPAIR(CLG.) 1 Hall Bathroom CID. I Flall I T.O.F.F. I \\I Stair Billiard's Room I Y EL+8'-9 1/2"F.V. ''^^ EXIST.DOOR I I 2 WINDOW v, I I _ REPAIR 7 I��REPLACEMENT r- r----r EXISTING STRUCTURE 7 SHEETROCK I TO REMAIN REPAIR(WALLS) W T.O.F.F. _ _ 11 _ _ I _I I / I SIDING Y EL+4'-5"-F.V. - ortico •i FO e K•� Entry Hall 2 REPLACEMENT 11 4 II 1 II! \ I 6 ReviWorm T�O. -0 F.F.(FOYER) --n Y EL+p, .. - - - --- L----JI r----11 B asement Utility Room Crawl Space ---�'I I II r-----11 T.O.SLAB Y EL-5'-2 1//4"F.V. i 5 2 Existing Building Section Al A3 3/16"=V-0" T._O.RIDGE_ - 12 12 (F.V.)7� 2 6(F.V.) 12 ROOF FRAMING DEMOLITION ROOFING Attic 2 REPLACEMENT J Jd �T.O_SUBFLOOR _ _ o Y EL+17'-3"F.V. M EXIST.GWB FINISH 0 TO REMAIN AT 1,15t:u blur- II/ / \,, 4 1 SIDING Bedroom 2 i' 'i ii• \, Bedroom 3 11• \,� eda / •� _,,;,� � 2 REPLACEMENT ,� I I �I 4 h �I CIO. 12 ~ • CD EXISTING HEADER TO BE II \ Attic I�i�� REPLACED PER m - 6 11 \ \ / Ii II// I 6 11// 11 \ ��� PROPOSED PLANS T�.O F.F. BRACE AND SHORE AS 0 Y EL+8'-9 1/2"F.V. REQUIRED DURING EXISTING 2 2x10 BEAM,F.V., EXIST.PLYWOOD SUBFLOOR AND REMOVAL O O EXISTING STRUCTURE T BE REPLACED PER EXISTING } INSULATION AT ATTIC STORAGE TO 2 WINDOW I TO REMAIN,TY PROPOSED P ANS,SHORE BE REMOVED STONEMASONRY PATIO REPLACEMENT , AND RACE S REQUIRED TO REMAIN Play Room DURI G REMOVAL Living/Dining Room Terrace • z 8 , z � Kitchen i T.O F.F.(FOYER) O d I Crawl Space Crawl Space Z EXISTING FOUNDATIONS In T.O_SLAB AND FOOTINGS TO Z EL-5-2 1/4"F.V. REMAIN,TYP. 8 Existing Building Section Al.03 3/16"=V-0 z W o LAJ z Q 3 W W>o 10 � ��^ 0 z �Wz Rio zoo Ckc _moo mom IQ� m o a +�►+�4.1458.01 Fos me.4145801 A 103 Alm03 A B C D E F G H J K L M N 0 P DOW 12 s 20 1 2 c�hme JD 3 1 2 3 A4.01 A4.01 A3.01 Terrace A4.01 A4.01 I A3.01 11'•�" 2 NEW WINDOW STONE ADDITION 12 SYMBOL INDICATES UNITS,TYP. i FP --T Scope of Work Key Notes CONSTRUCTION ' _ �t EXISTING EXISTING I i REFRA P ---- A -� 101 10 103 I PATIO DOOR 10 1.PORTICO ADDITION CONSTRUCT NEW WOOD FRAMED PORTICO I i SAVE O B L i , PATIO ROOF 1^11TH BLUESTONE PORCH AND POURED CONCRETE - - - h �)1 I I I I p I II I TOM 1S I^. TO REMAIN DOOR IN NEW(2) E x 9}! I I i - , , FOUNDATIONS.REFER TO ENLARGED PLANS AND ELEVATIONS ON REMAIN I I LVL HEADER DRAWING A4.02 FOR ADDITIONAL INFORMATION.R EPLAC E EXISTING ' ' Q 0 Z , ( NEW CEDAR WALKWAY WITH NEW BLUESTONE TO MATCH. I I x I Q �7 ' 2 SHAKE SIDING 2.FACADE RENOVATION INSTALL NEW EXTERIOR WINDOWS AND I _ _ _ _ 7 Living Room I I 1 TYP. DOORS AS INDICATED ON PLANS AND ELEVATIONS.REFER TO DOOR I 0 WOOD I I I AND WINDOW NOTES ON DRAWING A6.01 FOR ADDITIONAL � CP �i SHEETROCK , I NEW EXTERIOR INFORMATION.UPON COMPLETION OF WINDOW REPLACEMENT, 1 I R i 4 O 0 0• o REPAIR CONTRACTOR SHALL F.V. I I ' Dining OOm WOOD PATIO INSTALL NEW CEDAR SHAKE SIDING OVER NEW INSULATION BOARD. I w LOCATION OF EXISTING BEAM WOOD I SWING DOOR REPAIR AND/OR REPLACE EXISTING SHEATHING AS REQUIRED.REFER I yu 11 Wl 1 11 1 11 11 11 Billiard's Room FOR REMOVAUREPLACEMENT. I AND FRAME TO WALL TYPES FOR ADDITIONAL INFORMATION.INSTALL NEW U1 11 111 -1 Lt" I I a • CARPET CONFIRM LOCATION OFF EXIST. I I I I EXTERIOR LIGHTING FIXTURES AS SELECTED BY OWNER.INSTALL FOOTING BELOW FOR SUPPORT I I 1 NEW ASPHALT SHINGLE ROOFING OVER 15 LB.ROOFING FELT AND ICE CONFIRM &WATER SHIELD REPAIR AND/OR REPLACE EXISTING ROOF DOOR NEW INTERIOR , I I SUPPORT SHEATHING AS REQUIRED.PROVIDE AND INSTALL NEW ALUMINUM I cn z REPAIR 6 WOOD DOOR I I UNDER NEW GUTTERS AND LEADERS.REFER TO ROOF PLAN.MATERIAL SCHEDULE 1 T I ' i 1 n0 AND FRAME, I I P86g BEAM ABOVE, AND DETAILS FOR ADDITIONAL INFORMATION. R a 7 TYP. _ _ Landin PROVIDE NEW 3 FOYER RENOVATION(FUTURE) 1ITTIP I111 Lull, a LL -- -- I- RICK 1%x 9}!LVL 4 FIREPLACE RENOVATION(FUTURE) _ v DN HEADER 5 POWDER ROOM RENOVATION(FUTURE) I - - I I v • 6.INTERIOR DOOR REPLACEMENT INSTALL NEW INTERIOR WOOD Stair i 26611 ° Q O DOORS AND FRAMES AS INDICATED ON PLANS.PROVIDE AND INSTALL 1 ' S BELOW v WOOD UP i �DN O a I I 2 NEW HARDWARE,TRIM AND SILL AS REQUIRED REFER TO DOOR 4 ^ X V) W NEW(3)1/x 9 Y LVL A3.01 NOTES FOR ADDITIONAL INFORMATION. A3.01 ' I ' w u_ L HEADER,FLUSH 7.BILLIARDS ROOM RENOVATION.REPAIR STOP AND TRIM ON EXISTING co I I 1 106 INTERIOR WOOD FRENCH DOORS AND PAINT NEW PER OWNER'S IHIM I BOW WINDOW ROOF 111L ___ __ I Kitchen I Eat-In rea SELECTION.INSTALL NEW LIGHTING FIXTURES AND SWITCHES AT •1 I BELOW,NEW 2X8 Q NEW DOUBLE HUNG ___ __ I WOOD WOOD CATHEDRAL CEILING PER OWNER'S SELECTION.PATCH AND REPAIR I R.R.@ 16"O.C.W/ WINDOWS WITH 1 1 ANY DISTURBED SHEETROCK AT WALLS AND CEILINGS AND PAINT I1111 1111 = 1 NEW METAL ROOF (2)2"x10"HEADER,TYP. ___ ___ / ' NEW PER OWNER'S SELECTION.REFER TO INTERIOR FINISH NOTES i Beyhdons: ,4 - -- - -- I NEW INSULATED 1 O c7 4 --- ---- I Z HOLLOW METAL FOR ADDITIONAL INFORMATION. 1 z z D ----' - 8.STORAGE ENCLOSURE REPLACEMENT CONSTRUCT NEWATTACHED A3.01 Garage UP -------- -r PANEL DOOR AND I I Cl)Q 0 4/22/22 Q WOOD FRAMED STORAGE ENCLOSURE WITH NEW CONCRETE SLAB It 11(TYP.FOR ALL EXISTING CONCRETE � �`,� FRAME �u 11 1111 11- - 1.1"1 11 1111111 1111 11 11 IM- - - - X tr Revision#1 1 WOOD FRAMED _ AND FOUNDATIONS.PROVIDE AND INSTALL NEW EXTERIOR HOLLOW 1 w LL EXTERIOR WALLS) Entry Hall METAL PANEL DOOR.REFER TO PLANS DETAILS AND DOOR NOTES - o ARM REVIEW TILE I 4' I FOR ADDITIONAL INFORMATION. COMMENTS ------�------- , i I I 9 SIDE EXTERIOR STAIR REPLACEMENT(FUTURE) w z 1Fy 1 10 1 1 I o< D 1 I I I 1 a.w / \ I Foyer I I L 2668 1 1 I i w u_ TILE Play Room I ' I 4 a / \\ , O CONNECT WOOD I I I I 12.OFFICE ADDITION AT ATTIC RENOVATE ATTIC SPACE AND PORTION ' 4 5 I / \ I Pwdr m. TO EXIST. I 1 0� OF SECOND FLOOR PER PLANS TO ACCOMMODATE PROPOSEDIT 11 IT I 16'-0"x 7'-0"H O.H.DOOR SWITCH o CI 81. TILE 2068 �W D � 1 �° I OFFICE ADDITION.SUPPLEMENT EXISTING FLOOR JOISTS AT EXISTING 1 I II I ATTIC TO RAISE NEW OFFICE FLOOR FLUSH WITH ADJACENT SECOND _ _ _ 13 ` FLOOR ELEVATION.REFER TO DETAIL 4/A4.01 FOR ADDITIONAL I I 1 INFORMATION.CONSTRUCT NEW EXTERIOR WALLS AND INSTALL NEW _ 109 108 10 i WINDOW UNITS.MODIFY EXISTING ROOF FRAMING AND CONSTRUCT Dnvewa 1 NEW RAISED ROOF FRAMING PER PROPOSED DRAWINGS.REFER TO 2 NEW GUTTERS i I ASPHALT y A4.02 110 ___ __-_ ? __- - __ __J SECTIONS ON DRAWING A4.01 FOR ADDITIONAL INFORMATION. AND LEADERS Portico I I NEW EXTERIOR TYP. 1 i STONE _'i 1 WOOD DOOR AND J -' DN j 1 FRAME WITH 54'-2" SIDELITES Legend ---------------------------- 1 1 1 EXISTING STONE �� I NEW 4"CONCRETE SLAB W/6X6 Proposed Roof Plan A3.U, CURB TO REMAIN alkwa 10/10 WWM OVER POLY VAPOR SYMBOL DESCRIPTION 4 NEW STONE STONE BARRIER OVER 6"OF,/"BANK RUN Proposed PAVER WALKWAY Landscape T-O" Landscape GRAVEL BASE EXISTING WALL TO REMAIN A42.01 3/16"=1'-0" 1 2 NORTH Bed Bed 2 First Floor Plan A3101 NEW WOOD FRAMED WALL 3 A4.01 A4.01 -1 IL A3.01 4'-2" '•'••:'.:. %.'. NEW POURED CONCRETE NORTH I I NEW BEAM/LINTEL O 1 I A4.01 A4.01 I 1 1 I 1 m r J I i NEW DOOR/FRAME __11 CART P� 201 20 1 &2 203' Fm • 4 I ---------------------- I - - -- _L r II t CD 2 I I EXISTING DOOR/FRAME TO REMAIN 1 i N I r---------- _ ----� I v CONNECT 1 I 20 O BO ---------� I 1 1 I I , r------------- I 1 1 I I NEW FRAMING DESIGNATION TO EXIST. I Office I Y (ARROWHEADS INDICATE DIRECTION) Billiard s Room Bedroom 1 CIRCUIT.F.V. -------- - , I F.J.-FLOOR JOIST (BELOW) CARPET WOOD B-2 II 12 LL O ( O I I C.J.-CEILING JOIST (ABOVE 1 I 1 1 I I R.R.-ROOF RAFTER t 2' 7.$.. 0'-9"LL co • z R.B.-RIM BOARD ' �B I I EXISTING DOORS TO I I I I L.B.-LEDGER BOARD �, - - - -- w I I REMAIN AT BASEMENT,TYP. Utility Room , I R.T.-RAFTER TIE I HELVES C-1 2668 C-1 „ I = CONCRETE I I C.T.-COLLAR TIE I I rn Basement I I H.R.-HIP RAFTER I i Q-6 I 20 0qn 3 < I �o I CARPET Crawl Space I I I I FOOTING DESIGNATION:REFER TO I CIO. + o I H _j • r+l UNFINISHED ❑ i I I F-# FOOTING SCHEDULE AND NOTES ON I CARPET ;:06:�8 CIO. I C-2 ' N 1 -H w z m ww DRAWING A4.02 FOR ADDITIONAL 1 CARPET j _ O z N I , INFORMATION � D z_ WALL TYPE DESIGNATION REFER i Qo () EXISTING CMU FOUNDATION 1 1 I I i O= V i 2 2x10 HEADER WALL,TYP.,F.V. , # TO WALL TYPES ON DRAWING A4.03 4 Stair DN z z 1 1 J C4 UP I FOR ADDITIONAL INFORMATION A3.01 WOOD I W.I.C. W.I.C. I ' , O I I I 2 N I I 1 1 O�, Bedroom 3 CARPET 2068 2068 CARPET DN I J} R DUPLEX RECEPTACLE LL w PET A3.01 I � �i �i `�.` CONFIRM LOCATION , I p= 1 '' OF CMU PIER WITH I , - - O F ADD 2"x6"STUDS AT I i i i I� \` $ SINGLE LIGHT SWITCH U I I 1 STRUCTURAL 6 - - �Q u� SUPPORT ABOVE � ' I I -- �� OFFICE SIDE,EXIST. 1 NEW INTERIOR w 0 WALL FINISH AT i SURFACE MOUNTED LIGHTING z BEDROOM TO REMAIN 1 I I WOOD DOOR 1 Z ( ( I I O FIXTURE AND FRAME, I I O I 1 1 I I PENDANT LIGHTING FIXTURE TYP -----, WOOD l 2668 1 1 1 U ~ 2668 TTIC ACCES 1 Z EXISTING CMU YI I I I Master Room W o SMOKE DETECTOR HARD WIRED TAIR I I Garage FOUNDATION PIERS, 1 i I ® CARPET WITH BATTERY BACKUP N W>O_ cc V I I ( TYP. 1 --1-J D , CIO. ; 1 I I (TYP.FOR ALL , TILE 068 CIO. ? W Z I (- I I EXISTING WOOD I CARPET I " ►W- 2 0 1C I 1 II I l A FRAMED EXTERIOR , Bedroom 2 �^ O o I I I General Notes WALLS) Bathroom z 3 0 I I II I I Master B6thl I CARPET ' W o I II I I I I j 2068 nLE 1 1 n (2)3068 I Q3 D m I i I 1 I q_7•I ,I 1. DIMENSIONS SHOWN ARE FROM FACE OF FINISH MATERIALS(+/-) !SKY-I I Q I I = UNLESS OTHERWISE NOTED. PGHT i 1 '' Crawl Space I I F.V.I I I 4 2.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS. L___- _ -_-__--- IABOVPI "O O LAJ I I UNFlNISHED I I 1 I I CONFIRM ACTUAL CONDITIONS IN THE FIELD AND COORDINATE 21 (211 `-- --------- ----------------------�-- - m O I L.------------------- , i II I i I l i WITH PROPOSEDPIANS. LINE OF ROOF �/ a J 1 1 OVERHANG ABOVE <4 1 O I 1 1 D: L--------------------, I III I I a ----TJI J I REPAIR/PATCHING NOTE L - -- - ------- ---- - Imo- _ Roof zos zoe zo 1 ______ _ _________ -_J 1. 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BATT INSULATION AT ADDITI N • AT EXISTING ROOF(R-30 MIN.) I (MATCH 12 Q PORTION OF NEW OVERBUILT EXIST F.V.)61 12 NEW 2x8 COLLAR TIES/CEILI G ROOF BEYOND,REFER TO ROOF NEW FURRING STRIPS AND '� RI FRAMING @ 16"O.C.(2'-0"M ,�V � • 2 SHEETROCK CEILING FINISH AT PLAN FOR ADD.INFO. PLATE) EXISTING ROOF FRAMING ��1 ��� NEW RAFTER BAFFLE VENT. CONTINUOUS FLASHING AT ��\ / I EXTEND EXIST.ROOF SLOPE V_ O• a WALL TO ROOF TRANSITION ��� �' Office WITH NEW 2x6 ROOF RAFTERS @ R-49 HP FIBERGLASS INSUL. METAL CONNECTOR EACH R TE �� = I 12"O.C. ('SIMPSON'H2.5 HURRICANE C P) b o 4 NEW GWB CEILING,PAINTED t NEW PORTICO ADDITION REFER '� TO DRAWING A4.02 FOR LINE OF NEW ROOF RAFTER EXISTING MASONRY CHIMNEY s ADDITIONAL INFORMATION U BEYOND,OVERLAP AS REQUIRED / BEYOND NEW ROOF FRAMING PER CIO'I \ .. \\ Prop.Office NEW 1"PVC FASCIA TRIM BOARD PLANS WITH ASPHALT SHINGLE 12 I EXISTING 2x6 ROOF RAFTERS, C-2 �� LINE OF REMOVED ROOF NEW PERFORATED PVC SOFFIT TYP. ROOFING SYSTEM AND 3�- 1 = Q CUT AS REQUIRED,BRACE AND � INTERIOR SHEETROCK FINISH r I SHORE AS REQUIRED / FRAMING FOR REFERENCE NEW 1"PVC TRIM BOARD AT CEILING r / J ~ Q v = LINTEL AS REQUIRED,REFER TO PLAN 1 NEW EXTERIOR WOOD FRAME \ 4 Q NEW GYPSUM WALLBOARD PAINTED 0 ►- NEW INTERIOR BEARING WALL WALL,REFER TO WALL TYPES � °' w c� WITH TOP AND BOTTOM PLATE = REFER TO INTERIOR FINISH NOTES FOR ADDITIONAL INFORMATION Kitchen Living/Dining Room o FOR ADD.INFO. Terrace NEW HEADER PER PLANS Prop. \ \ NEW T1-11 SIDING OVER NEW CIO. im NEW WINDOW UNIT,REFER TO PLAN LLIU NEW INTERIOR WOOD DOOR WRB OVER EXISTING r NEW INTERIOR WOOD DOOR AND AND WINDOW SCHEDULE FOR ''^^ SHEATHING,F.V. FRAME,REFER TO PLAN AND CASING,REFER TO DOOR 48 1 B-2 DOOR NOTES FOR ADD.INFO. ADDITIONAL INFORMATION v, 8 NOTES FOR ADD.INFO. A4,01 OOD FRAMED EXTERIOR NEW WOOD OR WALL R I W NEW BEAM PER PLANS,FIELD VERIFY REFER TO WALL TYPES FOR d o: NEW POURED CONCRETE EXISTING SUPPORT POST AND ADDITIONAL INFORMATION '\ Crawl Space P FOOTING BELOW ATTACH EACH NEW WOOD WALL BASE TO MATCH FOUNDATION,REFER TO PLANS NEW 4 AND FOUNDATION DETAIL FOR A AND EXISTING FLOOR JOIST WITH ."1'-4" EXISTING OR AS SELECTED BY HIexI810n8: ADDITIONAL INFORMATION NEW METAL HANGERS F.V. OWNER 5 HATCH DENOTES LINE OF NEW INFILL FLOOR FRAMING,REFER TO 13 x 9 LVL R MBOARD AT NEW FIELD VERIFY LOCATION OF EXISTING EXISTING STRUCTURE TO DETAIL 4/A4.01.REFER TO PLAN AND NEW / }� I NEW CONCRETE SLAB, A4.01 ` c WALL REMAIN INTERIOR FINISH NOTES FOR FLOOR FINISH INFILL FLOOR FRAMING REFER TO PLANS AND RE-FRAME PENT SAVE ROOF TO TYPICAL FOUNDATION DETAIL FOR ADD.INFO, MATCH EXISTING,CONT. 2 Proposed Building Section 3 Enlarged Section at Office Addition NEW HEADER PER PLANS A4.01 3n6"=1'-0" A4.01 3/16"=1'-0" 5 NEW 202 RIDGE BEAM 12 12 NEW ASPHALT SHINGLE TYPICAL NOTE: ROOFING SYSTEM,REFER TO 7 -�6 OVER ROOF FRAMING OVER CONTRACTOR SHALL FIELD VERIFY ALL FRAMING CONDITIONS IN �: VALLEY,REFER TO ROOF PLAN ROOF PLAN THE AREA OF WORK PRIOR TO REMOVAL AND/OR INSTALLATION OF 2x10 ROOF RAFTERS @ 16"O.C. NEW FRAMING.VERIFY PROPOSED STRUCTURAL SUPPORT AND Attic WITH HIGH PERFORMANCE BATT FRAMING FOR COORDINATION WITH ACTUAL EXISTING AS INSULATION(R-30 MIN.) CONDITIONS.NOTIFY ARCHITECT OF ANY DISCREPANCIES OR B CONDITIONS THAT DIFFER FROM THE PLANS 2x8 COLLAR TIES/CEILING FRAMING @ 16'O.C.(2'-0"MAX ABOVE PLATE) NEW 2x10" Office NEW LINTEL AS REQUIRED. / \ \ RIM BOARD \ / 4 = REFER TO PLANS Bedroom 2 Bedroom 3 C-2 �, NEW WINDOW UNIT,REFER TO J JIL •e e e o �? FLOOR PLAN AND WINDOW NEW INTERIOR SCHEDULE FOR ADD.INFO. g a PARTITION,REFER / B-2 in JH TO WALL TYPES NEW EXTERIOR 2x FRAMEDWALL,REFER T-e wAa:TYPES m • Z m T FOR DD. m A INFO. NEW INFILL FLOOR FRAMING, NEW 13/x 9}4 LVL RIMBOARD F.V. Exist. Exist. • REFER TO DETAIL 4/A4.01 FOR AT NEW INFILL FLOOR FRAMING a'_ m ADDITIONAL INFORMATION Bedroom Attic Exist. Q m EXIST.FLOOR Attic Play Room Kitchen Living/Dining Room Terrace ASSEMBLY.F.V. o • EXIST.PLYWOOD SUB-FLOOR NEW HEADER PER PLANS ob SECOND FLOOR TO BE REMOVED FIN.FLR Q NEW T1-11 WOOD SIDING O777 } I"CONFIR•I N•,VV•BEAM• OIL FIRST FLOOR • z SUPPORTED Y POST NEW EXTERIOR WOOD FRAMED WALL, 8 Crawl Space AND FOO IN BELOW Crawl Space CROSS HATCH DENOTES` REFER TO WALL TYPE B-1 FIN.M.G. EXIST.GWB CEILING TO REMAIN C z EXISTING STRUCTURE TO. COUNTERFLASHING w REMAIN.TYP. 2x6 P.T.SILL PLATE OVER SILL SEALER EXIST.2x6 F.J.TO REMAIN = CONTINUOUS METAL N _ W/Y;'DIA.ANCHOR BOLTS @ 48"O.C., 1 ' O FLASHING FROM CORNERS Existing Framing Detail with Demo a ,, ,• ,, BACKFILL WITH CLEAN BANK RUN GRAVEL 8"REINFORCED CONCRETE FOUNDATION A • WALL WITH HORIZONTAL#5s @ 24"O.C. Q APPROX.GRADE,SLOPE AND VERTICAL#5S @ 48"O.C. Exist. Prop. y AWAY,COORD.W/ 1 Proposed Building Section EXISTING GARDEN BED Y"FIBER EXPANSION JOINT.CONT. Bedroom 4 'Office FINISH FLOOR AS SELECTED BY AND ASPHALT PAVING Z • •a EXIST.FLOOR COORD.FLOORING TO OWNER A4.01 3116"=V-0" I I 2"THK XPS RIGID INSUL.BOARD TO T.O.FOOTING ASSEMBLY,F.V. PROVIDE FLUSH N �/"T&G PLYWOOD SUB-FLOOR m 8 I PITCH Go AND 2'-0"MIN.HORIZ.AT SLAB PERIMETER TRANSITION WHERE GLUED AND SCREWED N T.O.SLABS OIL SECOND_FLOOR REQUIRED ALIGN WITH V- FAIN.FLR. X X X X a X� X PAVING - -- ------------------------ AT EXTERIOR DOOR FOR FLUSH OILFIRST FLOOR TRANSITION FIN.CLG. NEW 1%x 9Yz LVL @ 16"O.C.,TYP. L EXIST.2"x6"F.J.TO REMAIN,TYP. � ? 4"CONCRETE SLAB,REFER TO PLAN EXIST.GWB CEILING TO REMAIN ROXUL'SOUND ATTENUATION FIRE BATT \/\/\ O // \ INSUL,COORD.WITH OWNER W j A FOR ADDITIONAL INFORMATION V Q VAPOR BARRIER,'GRIFFOLYN'TYPE 85, W,O SEAL TO WALLS WITH FAB TAPE Proposed Framing Detail-Cross Section W>0 • � 4"THK COMPACTED%"CRUSHED q B L41 OZ .- ��j\ e STONE OVER UNDISTURBED SOIL v p N d /\\/ FLUID APPLIED WATERPROOFING 'ROXUL'SOUND ATTENUATION FIRE FINISH OWNER FLOOR AS SELECTED BY W Z MEMBRANE BELOW GRADE BATT INSUL,COORD.WITH OWNER 2 O Y // (2)#5'S AT TOP AND BOTTOM LINE OF EXIST.2x6" Prop. 30"PLYWOOD SUB-FLOOR Z O p FRAMING BEYOND Office V ti 3 O REINFORCED CONCRETE SECOND FLOOR m m j//j//� • \/\/ / FOOTING.REFER TO FIN.FLR. FOUNDATION PLAN AND A `f W FOOTING SCHEDULE �i W 04 #5 30"L DOWELS(8"+22") FIRST FLOOR O �/��/ • J • / @ 48"O.C. FIN.CLG. a y/\\/\\/\ \ B.O.FOOTING NEW 1'/x 9y LVL F.J.@ 16"O.C. EXISTING GWB -4'-0"BELOW Y CEILING TO REMAIN OL i 4"DIA.PERFORATED DRAIN PIPE W/ GRADE MIN. \/\\�/\\�/\\�/\\�/\\�\\�/\\�/\\�/� FILTER FABRIC,RUN TO DAYLIGHT CONNECT TO EXISTING STORM n Proposed Framing Detail-Longitudinal Section WATER DRAINAGE SYSTEM F.V.WITH • +� 4.1458.01 ACTUAL CONDITIONS Typical Foundation Detail 5 4 Framing Details F.N.4145801A401 • A4,01 1"=1'-0" STORAGE ENCLOSURE A4.01 3/4"=V-0" A4mOl A 8 C D E F H J K L m N 0 P 1 1218120 o� Footing Schedule 00 �O MARK FOOTING SIZE FOOTING REINFORCEMENT n F-1 24"W x 12"D CONTINUOUS THREE(3)#50 CONT.RE-BAR 8 4 EXISTING FOU(CATION WAL'`,F.V. CONCRETE FOOTING #40 TIES AT 2'-0"O.C..#50 - � O DOWELS 36"L(24"+12")AT 4'-0"O.C. 0 (`►Y� EXISTING FOOTING,F.V.,DO NOT F-2 36"x36"x12"D CONCRETE PAD (4)#5 ON BOTTOM EACH WAY 2 UNDERMINE WITH NEW FOOTINGS FOOTING 0 M Z NEW EXTERIOR DOOR AND FRAME I Li WITH SIDELITES IN EXISTING OPENING,FLASH OPENING,REFER - - - - -- - - 0• O TO PLAN AND DOOR NOTES FOR ADDITIONAL INFORMATION I 1. ALL BARS MARKED CONTINUOUS TO BE LAPPED 32 DIAS.AT SPLICES AND CORNERS AN L o AD PINTO EXIST.FOUNDATION WITH#5 HOOKED AT NON-CONTINUOUS ENDS. (NEW ALUM.SILL) IHI EXISTING EXTERIOR WALL I 12"L DOWELS @ 16"O.C.VERT. ■ "FRAMING AND BRICK VENEER TO I I 2. MINIMUM CONCRETE COVER FOR REINFORCING: 3"FOR FOOTINGS;2"FOR WALL SURFACE it REMAIN (_ -i _ I _ I EXPOSED TO EARTH OR WEATHER;3/4"FOR SLABS AND WALL SURFACES NOT EXPOSED TO T it NEW MANUFACTURED STONE I I ° I WEATHER. I I VENEER,REFER TO ELEVATIONS I NEW B"POURED REINFORCED L �I FOR ADDITIONAL INFORMATION i F-1 .• CONCRETE FOUNDATION WALL, 3. EXPOSED EDGES OF CONCRETE TO HAVE A 3/4"CHAMFER. _ I I i NEW 4"CONCRETE SLAB W/6X6 I I o REFER TO FOUNDATION DETAIL NEW PVC TRIM BOARD AT DOOR I I I 10/10 WWM OVER 6 MIL POLY VAPOR I I Q ? I i ao �c8 L.B. ao •° FOR ADDITIONAL INFORMATION 4. ALL CONCRETE EXPOSED TO THE WEATHER TO BE AIR-ENTRAINED. u M x ( I x i OPENING i F-2 BARRIER OVER 6"OF Y4"BANK RUN I F-1 Q 2x8 R.R. 2x8 R.R. c� i LINE OF EXISTING SECOND FLOOR ILfi GRAVEL BASE LINE OF ADHERED STONE ABOVE v OVERHANG ABOVE I I FOR REFERENCE • w I FACE OF STONE VENEER BELOW I LINE OF STEPPED FOOTING e I v Porch I 2"THICK BLUESTONE LANDING I i °• ABOVE,REFER TO SECTION I LINE OF FOOTING BELOW,REFER Foundations and Slab on Grade No ' FOR ADD.INFO. F-2 I o __ - TO FOOTING SCHEDULE FOR C, WITH FLAMED NON-SLIP FINISH AT L __ _____________________* LANDING,COORDINATE PATTERN i _ _- °• I I ADDITIONAL INFORMATION W WITH OWNER I I 4 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL,MINIM 12"CMU COLUMN WITH STONE J I --•- 7---a I POUNDS PER SQ.FT.CONTRACTOR TO NOTIFY ARCHITECT COL MN) I L-__________ .. ____ ___ ___ ___ _ VENEER,REFER TO DETAIL I ° ° a I �p IS MADE TO VERIFY ABOVE ASSUMPTION _ FOR ADDITIONAL INFORMATION _ '• ° in 2. BOTTOMS OF EXTERIOR FOOTINGS TO BE CARRIED A MINIM 4 LINE OF NEW PORCH ROOF - ___°____ ____ -_ __ _ -'- OVERHANG ABOVE _ ------- ---------------- � GRADE. a 2"THICK BLUESTONE TREAD, 3" 8" 4" 8'-0" F-1(SIM.) 1'-0" [3" 3. WHERE FOOTINGS ARE STEPPED,BOTTOMS TO BE STEPPE CURVED,WITH FLAMED NON-SLIP VERTICAL TO FOUR(4)FEET HORIZONTAL. 4'-6" 4'-6" FINISH 1*. 10'-0" 4. DO NOT BACK FILL AGAINST FOUNDATION WALLS UNTIL CON (EQUAL) ((DOOR) (EQUAL) STRENGTH.WHERE BACK FILLING IS PLACED AGAINST FOUN 2"THICK BLUESTONE WALKWAY (F'V') CONSTRUCTION IS IN PLACE,PROVIDE TEMPORARY BRACIN WITH FLAMED NON-SLIP FINISH 5. WHERE FILLING IS NECESSARY TO MEET THE REQUIRED SLA GRANULAR FILL COMPACTED TO MINIMUM MODIFIED AASHO STRIPPED OF ALL TOP SOIL AND DELETERIOUS MATERIAL B 5 6. PLACE SLABS ON GRADE IN ALTERNATE SECTIONS WITH MAX 3V MAXIMUM LENGTH OF 40 FT. A4.02 Enlarged Porch Plan Enlarged Porch Foundation Plan EXISTING WALL SHEATHING TO REMAIN,F.V. 7. PROVIDE ONE ADDITIONAL LAYER OF WIRE FABRIC OVER CO SAME IS EMBEDDED IN OR DIRECTLY UNDER SLAB. 2 EXISTING WOOD FRAMED WALL TO REMAIN A4.02 1/2"=V-0" NEW RIGID INSULATION BOARD,REFER TO 8• CONCRETE FORMS TO REMAIN ON FOR A MIN OF(7)DAYS A WALL TYPES FOR ADD.INFO. 9. CONCRETE SHALL BE MIXED AND PLACED ONLY WHEN THE NEW FIBER CEMENT SIDING,REFER TO DEGREES F AND RISING.CONTRACTOR SHALL REMOVE ALL ELEVATIONS FOR ADD.INFO. THE TEMPERATURE OF ALL SURFACES THAT THE CONCRET SELF-ADHERED WATERPROOF MEMBRANE, FREEZING POINT.PROTECT AND MAINTAIN CONCRETE TEMP RUN UP WALL 8"MIN. AT 55 DEGREES F AFTER COLD WEATHER PLACEMENT. 8 o COUNTER-FLASHING 10. NO CONCRETE SHALL BE PLACED ON FROZEN GROUND AND PERMITTED IN CONCRETE.ALL CONCRETE SHALL BE CONTR METAL FLASHING BUILDING CODE REQUIREMENTS FOR A MINIMUM COMPRES NEW ASPHALT SHINGLE ROOFING SYSTEM J JL NEW B"CDX PLYWOOD ROOF SHEATHING � o -- 'GRACE IrF AND WAIEB.SHIELD W IO 7 MEMBRANE FLASHING,CONT. m NEW PORTICO ROOF FRAMING CURVE $ (2)'SIMPSON'SDSA"WOOD RAFTE Q m t SCREWS @ 16"O.C.AT d LEDGER z PLYW O ASPHALT SHINGLE ROOFINGMI r4k'Na, EXTERIOR PVC TRIM PANEL WITH SYSTEM OVER CDX PLYWOOD, PVC EX Y A4.02 APPLIED TRIM,REFER TO SECTION 5 REFER TO ROOF PLAN FOR 0 4/A4.02 FOR ADDITIONAL ASPHALT SHINGLE ROOFING A4.02 ADDITIONAL INFORMATION 2x8 RA O } INFORMATION SYSTEM OVER CDX PLYWOOD, r 2x8 ROOF RAFTERS @ 16"O.C. Transition Detail i I METAL REFER TO ROOF PLAN FOR 7 7 RAFTE Z ADDITIONAL INFORMATION 8 g A4.02 2x RIDGE BEAM A4.02 3"=1'-0" (3)2x8 B m A4.02 ASPHALT SHINGLE ROOFING EXTERIOR PVC TRIM PANEL WITH CIO _ > 12 SYSTEM AT RETURN APPLIED TRIM,REFER TO DETAIL 12 ASPHA O 6F- BEAM BEYOND,ATTACHED TO FOR ADDITIONAL INFORMATION CDX PL 0 r LEDGER BOARD ALONG HOUSE, HATCH DENOTES ElfEXTERIOR PVC BEAD BOARD �6 PLAN F iv 1 REFER TO PLAN AND DETAIL EXISTING STRUCTURE, ASPHALT SHINGLE ROOFING 2"x WO w - I 6/A4.02 FOR ADDITIONAL CURVED 2x STOCK SCABBED TO - IFIELD VERIFY SYSTEM OVER CDX PLYWOOD, METAL DRIP EDGE � INFORMATION I RAFTERS @ 16"O.C.WITHY" REFER TO ROOF PLAN FOR N r I EXTERIOR PVC 4"CROWN PLYWOOD ADDITIONAL INFORMATION 4"PVC CROWN MOULDING z VERSATEX"VER49 Z � f ir l MOULDING("VERSATEX"VER49) N it 1"PVC TRIM BOARD AND/OR PANEL LEDGER BOARD ALONG HOUSE, EXTERIOR PVC 4"CROWN 1x6"PVC TRIM BOARD ("VERSATEX") REFER TO PLAN AND DETAIL FOR MOULDING ) VERSATEX VER49 �•i J to I I ADDITIONAL INFORMATION WOOD BLOCKING AS A r (2)LAYERS WRB OVER EXTERIOR 8 I i I I i I NEW EXTERIOR PENDANT EXTERIOR PVC 4"CROWN I F GRADE SHEATHING,COORD.W/ LIGHTING FIXTURE AS SELECTED i� I ii I ii REQUIRED '� BY OWNER ii MOULDING("VERSATEX"VER49) VI: STONE VENEER MANUF. it BOARD 1x6"PVC TRIM BOARD WITH TRIM 1("VERSATEX"PVC TRIM BOARD AND/OR PANEL EXTERIOR PVC TRIM i i REQUIREMENTS ') BOARD I ii I CAP,SLOPED("VERSATEX") EXISTING BRICK II EXTERIOR PVC TRIM PANEL i,i MORTAR SETTING BED AND VENEER AND SUPPORT NEW STONE VENEER,INSTALLED i I, SCRATCH COAT WITH GALV if NEW STONE VENEER,INSTALLED TO REMAIN,F.V. i PER MANUFACTURER'S V/'EXTERIOR GRADE CDX LATH,COORD.WITH STONE �_�r. PER MANUFACTURER'S ii REQUIREMENTS PLYWOOD N NEW PVC TRIM .�i•i MANUF.REQUIREMENTS. � REQUIREMENTS a" r i O > ii I ii I BOARD AT RETURN ii 1x6"PVC TRIM BOARD WITH TRIM /o EXTERIOR PVC COVE NEW EXTERIOR DOOR AND FRAME ("VERSATEX") CAP,SLOPED("VERSATEX") MOULDING ADHERED MANUFACTURED V r I WITH SIDELITES IN EXISTING INSTALL PER MANUFACTUR 2 Qto NEW EXTERIOR DOOR AND FRAME EXTERIOR PVC BEAD BOARD 1.i• REQUIR W ,O 00 �� G r �� OPENING,REFER TO PLAN AND IN EXISTING OPENING,REFER TO r i' STONE 2 l�to DOOR NOTES FOR ADDITIONAL PLAN AND DOOR NOTES FOR I:r SELEC W w O 10 IL INFORMATION iict I ii I I ii ADDITIONAL INFORMATION k CMU C O>- r CMU COLUMN WITH STONE ; EXTERIOR PVC 4"CROWN i SOLID Z W Z CMU COLUMN WITH STONE ii VENEER,REFER TO DETAIL 6/A4.02 ii VENEER,REFER TO DETAIL 6/A4.02 i i I MOULDING("VERSATEX VER49) O THREA E- 2 p Y 2ii FOR ADDITIONAL INFORMATION _____ SIMPS O O FOR ADDITIONAL INFORMATION i i 1x6"EXTERIOR PVC TRIM (� Z SMOOTH THIN LIMESTONE SMOOTH THIN LIMESTONE �� 2"THICK BLUESTONE WITH FLAMED BOARD W 0 Cr O VENEER,INSTALL PER MANUF. VENEER,INSTALL PER ii NON-SLIP FINISH AT LANDING, - m O m • I REQUIREMENTS MANUF.REQUIREMENTS 3 2x8 BEAM BEYOND,WITH .w WEEP I Q .,. t,r.;. TREADS AND WALKWAY () SL EXTERIOR PVC TRIM WRAP, WRB O 2"THICK BLUESTONE TREAD AND iv "'`fir-, NATURAL STONE RISER,COORDINATE i CLEAR Q W O cc G .r.�•:..�:` 1 � f.`: L LANDING WITH FLAMED NON-SLIP STONE SELECTION WITH OWNER REFER TO COLUMN DETAIL ti }• �'•} ''''''' E a} FINISH AT LANDING, READS AND `�--- -- '-------i - -rc-'TA U SL COLD JOINT WITH KEY i 6/A4.02 FOR ADDITIONAL I METAL m O T >• WALKWAY .r INFORMATION CL n LL �' / S� CMU COLUMN WITH STONE �z O cc r.✓. •"r i i VENEER,REFER TO PORCH ° a r NATURAL STONE RISER,COORD.STONE WATER PROOFING AND FIBE i i I I I I SELECTION WITH OWNER EXP.JT.,F.V.W/FRAMING I COLUMN DETAIL 6/A4.02 FOR 12"SQ.POURED CONCRETE • ADDITIONAL INFORMATION PEDESTAL I I I I NEW REINFORCED POURED CONCRETE FOUNDATION,REFER SLOPE NEW BLUESTONE WALK TOWARD I SMOOTH THIN LIMESTONE VENEER, TO PLAN AND DETAIL 5/A4.01(SIM) DRIVE AS REQUIRED INSTALL PER MANUF.REQUIREMENTS ,be ra 4.1458.01 FOR ADDITIONAL INFORMATION STEPS IN FOUNDATION BEYOND, Proposed Porch Detail 3 Enlarged Porch Elevation 4 Proposed Porch Sec i n TYP. 5 6 Porch Column Detail Fw tI 414580 1A 103 • A4.02 1/z"=1'-0" A4.02 r'=r-0° A4.02 v2"=1'-0° A4,02 1/z"=1'-0° A4mO2 A B C D E F H J K L M N 0 P 1 Do• 1218120 SECTION R502.8-CUTTING,DRILLING AND NOTCHING • Typical Framing Notes Min. Uniformly/ Distributed Design Loads YP 9 1 9 STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN THIS SECTION T�� 1, PROVIDE LINTELS OVER WINDOW AND DOOR OPENINGS,REFER TO PLANS FOR SIZES AN USE LIVE LOAD DEAD LOAD DETAILS FOR ADDITIONAL INFORMATION. (PSF) (PSF) 0. L 0 R L9 2. USE ONLY LUMBER FREE FROM DEFECTS AFFECTING STRENGTH.DURABILITY AND APPEq UNINHABITABLE ATTIC 20 10 L/3 ES�(E ' FOR INTENDED USE. W/LIMITED STORAGE I I Q Z 3. USE ALUMINUM OR GALVANIZED NAILS FOR EXTERIOR WORK STAINLESS STEEL NAILS AS DECKSe 60 15 Q • M REQUIRED. PERMITTED O% W GUARDS AND HANDRAILS° 200h �-D/6 MAX. ('� 4. SET WOOD LINTEL FRAMING FLUSH TO EXTERIOR WALL. I I D16 MAX. 5. ALL WOOD LINTELS TO HAVE 3"MIN.BEARING EACH SIDE. `�_`GUARD IN-FILL IN-FILL COMPONENTS 50° FLOOR JOIST-CENTER CUTS 6' o e 50 a 6. COMPONENTS OF EXTERIOR WALLS SHALL BE FASTENED IN ACCORDANCE WITH THE FASTENER GARAGES I D/4MAX. (/ SCHEDULE PER CODE TABLES R602.3(1)THROUGH R602.3(4). ROOMS OTHER THAN SLEEPING 40 10 7. PROVIDE SOLID BEARING UNDER ALL BEAMS.PROVIDE SOLID BLOCKING UNDER ALL POSTS. 10 o TO SLEEPING ROOMS 30 B. TYPICAL WOOD COLUMN FOR 6"STUD WALL:6"x6"WOOD POST OR(4)2"x6"UNLESS OTHERWISE STAIRS 40` D14 MAX. NOT I I FLOOR JOIST-END CUTS 9. INSTALL GALV.METAL BEAM AND JOIST HANGERS AT CONCEALED FLUSH BEAM AND JOIST ROOF(SLOPE=8:12) 40 15 0 U HANGERS PER MANUFACTURER'S RECOMMENDED DIRECTIONS FOR ALL LOAD CONDITIONS. MAX.D FROM 15 BO • ROOF(SLOPE=4:12) 40 SUPPORT DI 10. LOCATE BEAM SPLICE CENTERED OVER SOLID WOOD POST AND STRAP ANCHOR TO SUPPORT. OF USE SINGLE CONTINUOUS BEAM AT ALL APPLICABLE CONDITIONS. GROUND SNOW LOAD 30 I I IRC SECTION R301.5 LIVE LOAD 5/8 2.0E G-P LAM ALLOWABLE DESIGN STRESSES THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD SHALL BE AS PROVIDED IN Lo: TABLE R301.5(TABLE R 301.5:MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS) �MAX. � Q 1. MODULAS OF ELASTICITY E=2,000,000 PSI For SI:1 pound per square foot=0.0479 kPa,1 square inch=645 mm2 RAFTER I CEILING JOIST 2.FLEXURAL STRESS Fb=2.950 PSI 1 pound=4.45 N. 21N.MIN. 4 3.HORIZONTAL SHEAR Fv=285 PSI 4.COMPRESSION PERPENDICULAR TO GRAIN Fc=750 PSI a.Elevated garage floors shall be capable of supporting a 2,OD0-pound load applied over a 20-square-inch area. D/3 MAX. b.Uninhabitable attics without storage are those where the clear height between joists and rafters is not more than 42 inches,or where there are not two or more adjacent trusses with web configurations capable of accommodating an assumed O O o rectangle 42 inches in height by 24 inches in width,or greater,within the plane of NOTCH Typical Connector Notes 2 the trusses.This live load need not be assumed to act concurrently with any other EXCEED live load requirements. MIN.FROM TOP OF STUD DEPTH c.Individual stair treads shall be designed for the uniformly distributed live load or a ANNDD BOTTOM OF JOIST CONTRACTOR SHALL FURNISH AND INSTALL"SIMPSON STRONG TIES CO."GALVANIZED METAL 300-pound concentrated load acting over an area of 4 square inches whichever HANGERS,STRAPS,BRACING ETC.IN ACCORDANCE WITH THE BUILDING CODE,&WOOD FRAME produces the greater stresses. HOLES BORED OR CUT INTO JOIST MEMBERS BORED HOLES SHALL NOT BE CONSTRUCTION MANUAL.AT ANY EXPOSED ACCESSIBLE LOCATION INCLUDING BUT NOT LIMITED TO d.A single concentrated load applied in any direction at any point along the top. LOCATED IN THE SAME CROSS IF HOLE IS BETW BELOW.DO NOT OVERDRIVE FASTENERS. e.See Section R507.1 for decks attached to exterior walls. OF STUD DEPT SECTION OF CUT OR NOTCH IN STUD 5 •WALL HOLD DOWNS#PHD-SD53,Z-MAX FINISH,AT ALL CORNERS.EACH FACE,2 PER CORNER. f. Guard in-fill components(all those except the handrail),balusters and panel fillers Cutting Notching and Drilling NOTE: NO MORE THA •STRAP TIES,FLOOR TO FLOOR 12 GAGE#MST37,GALV.FIN,AT SILL PLATE,Z-MAX FINISH FOR P.T. shall be designed to withstand a horizontally applied normal load of 50 pounds onDOUBLED AND an area equal to 1 square foot This load need not be assumed to act concurrently LUMBER&MUD SILL @ 16"O.C. with any other live load requirement y PROVIDE META •RIDGE RAFTER CONNECTORS g.Uninhabitable attics with limited storage are those where the clear height between FIGURE R502.8 NOTCH AS REQ •FLOOR JOIST HANGERS joists and rafters is 42 inches or greater,or where there are two or more adjacent •STUD PLATE TIES trusses with web configurations capable of accommodating an assumed rectangle Notching and Bored Hole •SEISMIC AND HURRICANE TIES 42 inches in height by 24 inches in width,or greater,within the plane of the SECTION R602.6.1-DRILLING AND NOTCHING OF TOP PLATE •POST BASE ANCHORS WITH STANDOFF trusses. •MASONRY TIES The live load need only be applied to those portions of the joists or truss bottom WHERE PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR Limitations for Exterior Wa I I s and Bearing Wa I I s chords where all of the following conditions are met LOAD BEARING WALL,NECESSITATING CUTTING,DRILLING OR NOTCHING OF THE TOP PLATE BY 1.The attic area is accessible from an opening not less than 20 inches in MORE THAN 50 PERCENT OF ITS WIDTH,A GALVANIZED METAL TIE OF NOT LESS THAN 0.054 width by 30 inches in length that is located where the clear height in the attic is INCH THICK 16 GA AND 1 1/2 INCHES WIDE SHALL BE FASTENED ACROSS AND TO EACH PLATE FIGURE R602.6 1 MECHANICAL,ELECTRICAL,PLUMBING AND RADON MITIGATION BY OTHERS.ITEMS SHOWN ON ( ) () DRAWINGS ARE FOR DIAGRAMMATIC PURPOSES ONLY AND SHALL BE COORDINATED WITH ACTUAL FIELD not less than 30 inches. AT EACH SIDE OF THE OPENING WITH NOT LESS THAN THREE 8d NAILS HAVING A MINIMUM 5 2.The slopes of the joists or truss bottom chords are not greater than 2 LENGTH OF 1 1/21NCES AT EACH SIDE OR EQUIVALENT.THE METAL TIE MUST EXTEND NOT LESS CONDITIONS,EXISTING FRAMING AND THE OWNER. inches vertical to 12 units horizontal. CONDITION FOR EXTERIOR AND BEARING WALLS. 3.Required insulation depth is less than the joist or truss bottom chord THAN 6 INCHES PAST THE OPENING.SEE FIGURE R602.6.1. PROVIDE HORIZONTAL BLOCKING AND member depth. EXTERIOR BEARING WALL FIRESTOPPING AS REQUIRED. The remaining portions of the joists or truss bottom chords shall be designed for a uniformly distributed concurrent live load of not less than 10 pounds per square foot J Jd h.Glazing used in handrail assemblies and guards shall be designed with a safety factor of 4.The safety factor shall be applied to each of the concentrated loads p applied to the top of the rail,and to the load on the in-fill components.These loads NOTCH GREATER THAN TOP PLATES -� M shall be determined independent of one another,and loads are assumed not to 50 PERCENT OF THE o occur with any other live load. PLATE WIDTH. ° 16 GA.AND 1.5 IN WIDE METAL TIE UJ O ACROSS AND TO EACH SIDE OF 7 THE NOTCH WITH 3-8d NAILS MIN. EACH SIDE OD • OD BORED HOLE MAX. m DIAMETER 60 PERCENT OFIN TOP PLATES STUD DEPTH o Y D' PIPE 5/8 IN.MIN.TO EDGE 0 - Top Plate Framing to Accommodate Piping 0) Z e . z C-2 FIGURE R602.6.1 O 8" 4;" 7J"F.V. I o �„OR +/- F.V. • w 3'f NOTCH MUST NOT EXCEED 40 INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR INTERIOR INTERIOR (EXIST.TO REMAIN) EXTERIOR PERCENT OF STUD DEPTH Z N z 2"x6"WOOD STUDS @ 16"O.C., TYP.,PROVIDE LATERAL BRACING ade AS REQUIRED EXISTING EXTERIOR WOOD BORED HOLES SHALL NOT BE LOCATED e e I WALL FRAMING TO REMAIN. IN THE SAME CROSS SECTION OF CUT 8 t e %4"THICK FOIL-FACED RIGID INSUL. N ° I ° BOARD,MECHANICALLY ATTACH 2"x4"(C-1)OR 2"x6"(C-2)WOOD FIELD VERIFY OR NOTCH IN STUD STUDS @ 16"O.C.,TYP., d REINFORCED AND INSTALL PER MANUF.REQ. PROVIDE LATERAL BRACING/ NEW WRB Ill ("DUPONT TUFF-R W/DUAL BLOCKING AS REQUIRED e e d CONCRETE REFLECTIVE FOIL FACER,R-5) I • v EXISTING INTERIOR WALL FINISH FOUNDATION ° 5 1/2"HP FIBERGLASS BATT TO REMAIN INSULATION WITH KRAFT PAPER 1/2 THICK INTERIOR GYPSUM �LI "KARNAK" ( ) PANELS,EACH SIDE,FINISH ° FACE V.B.AT WARM SIDE R-21 ^ Z e I WATERPROOFING JOINTS W/F.G.MESH TAPE, REMAING INSULATION TO Notching and Bored Hole o e CONTINUOUS AT 1/2"THICK EXTERIOR GRADE SPACKLE,SAND SMOOTH.CLEAN W F 16I a e PERIMETER PLYWOOD SHEATHING WITH WRB AND PAINT FIELD VERIFY EXISTING d EXTERIOR GRADE PLYWOOD Limitations for Interior N o n be a ri n g Wa I I s z W T1-11 WOOD SIDING.FINISH C1 ?W° H SHEATHING TO REMAIN IS IN e e ° SELECTED BYOWNER SOUND CONDITION,REPAIR OR FIGURE R602.6(2) W REPLACE AS REQUIRED 0: ° e 1/2"THICK INTERIOR 3""ROXUL"SAFB UNPAGED 0� B-2 GYPSUM PANELS,FINISH CONTINUOUS AT CAVITY AS %4'THICK FOIL-FACED RIGID INSUL. ? LV Z ° ( JOINTS W/TAPE,SPACKLE,SAND REQUIRED FOR ACOUSTIC BOARD,MECHANICALLY ATTACH W h e d ° HORIZONTAL#5's AT SMOOTH,CLEAN AND PAINT SEPARATION,(AT PERIMETER OF AND INSTALL PER MANUF.REQ. ° FIBER CEMENT CEDAR SHAKE �24"O.C. TOILET ROOMS,SLEEPING ("DUPONT'TUFF-R W/DUAL 2 3 p I - ROOMS,COORDINATE REFLECTIVE FOIL FACER,R-5) ° SIDING,PRE-FINISHED,SEAL ALL LOCATIONS WITH OWNER) y m 0 m ° CUT EDGES OF SIDING AND TRIM NEW FIBER CEMENT CEDAR I Q.� e e I a TO BE WATERTIGHT AND INSTALL SHAKE SIDING,PRE-FINISHED, W O 4 ° PER MANUFACTURER'S SEAL ALL CUT EDGES OF SIDING W Id REQUIREMENTS,REFER TO AND TRIM TO BE WATERTIGHT Coxy0 VERTICAL#5's AT ELEVATIONS FOR ADD.INFO. AND INSTALL PER O. n e ° 48"O.C. MANUFACTURER'S O Al a B-2:R-20 MINIMUM THERMAL REQUIREMENTS,REFER TO ` � ENVELOPE REQUIRED PER ELEVATIONS FOR ADD.INFO. s d IECC 2018(R-26)PROVIDED Wa I I Type Wa I I Type Wa I I Type Wa I I Type EXISTING EXTERIOR CEDAR SHAKE SIDING TO BE REMOVED +•b mm 4.1458.01 A 3"=1'-0" FOUNDATION WALL B 1 3"=1'-0" EXTERIOR WALL-STORAGE 1 3"=1'-a" INTERIOR WALL D 3"=11'0" EXISTING EXTERIOR WALL A•m•.145801A403 B 2 EXTERIOR WALL-OFFICE INTERIOR BEARING WALL A4mO3 3"=1'-0" i A R C D E IF IG H J K L M N 0 P 1 0�. 1 1218120 WINDOW SCHEDULE Typical Window Notes Typical Door Notes a a' W m of 1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WINDOW SIZES WITH ACTUAL ROUGH AND MASONRY OPENINGS. 1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING DOOR SIZES WITH ACTUAL ROUGH AND MASONRY OPENINGS.CONTRACTOR SHA O Z Q. D a w �? S CONTRACTOR SHALL CONFIRM SIZE AND OPERATION OF WINDOWS PRIOR TO ORDERING.FABRICATION AND INSTALLATION. CONFIRM SIZE,TYPE AND SWING OF DOORS PRIOR TO ORDERING.FABRICATION AND INSTALLATION. y F z f- Q Q o z J > 3 NOTES 2. PROVIDE ALL HARDWARE,SASH LOCKS,LIFTS,KEEPERS,HANDLES,ETC.AND VERIFY SELECTIONS AND FINISH WITH THE 2. CONTRACTOR SHALL PROVIDE ALL HARDWARE AND VERIFY SELECTIONS WITH THE OWNER PRIOR TO ORDERING.ALL HARDWARE }. c70 Z o z a W 0 OWNER PRIOR TO ORDERING.ALL HARDWARE SHALL BE ADA COMPLIANT IF APPLICABLE.WINDOWS SHALL BE FACTORY BE SELECTED BY OWNER.COORDINATE ALL DOOR HARDWARE SELECTIONS INCLUDING LATCH SETS.FLUSH BOLTS.HINGES.HIN SIZL!► LL o w > > w PREPPED AND PRE-INSTALLED AS APPLICABLE. FULL MORTISE,SQUARE OR RADIUS CORNERS.ETC..WITH ALL FIELD HUNG OR PRE HUNG INTERIOR AND EXTERIOR DOORS FOR WEATHER RESISTANT WIND w COMPLETE INSTALLATION.DOORS SHALL BE FACTORY PREPPED AND WAREHOUSE SET UP REINFORCED WITH BLOCKING FOR 0 Z srs° BARRIER(WRB)OVER 3. ALL WINDOWS SHALL BE WEATHERSTRIPPEDblITH FLASHED OPENINGS AND PREFORMED END-DAMS,CONTINUOUS BEAD OR PRE-INSTALLED AND FIELD INSTALLED HARDWARE. 0 Ch Z PLYWOOD SHEATHING TAPE BASEMENT BED OF SEALANT AT FLANGE AND FRAME.INSTALL PER MANUFACTURER'S REQUIREMENTS.PROVIDE AIR SEALING AT 0 JOINTS PERIMETER OF OPENING,CAULK AND SEAL WATERTIGHT.INSULATE ALL ANCILLARY SPACES AROUND WINDOW BETWEEN 3. CONTRACTOR SHALL COORDINATE WITH OWNER TO KEY ALL LOCKS FOR NEW MASTER KEYING SYSTEM.SUPPLY 2 KEYS FOR EA L W601 G43 BASEMENT GLIDING EXISTINGOPENING*I WINDOW FRAMING TO FILL ALL VOIDS AND CAVITIES TO PREVENT AIR INFILTRATION.INSTALL METAL DRIP CAP AT ALL WINDOW HEADS. AND 2 MASTER KEYS TO THE OWNER. O• O \ INSTALLATION NOTES. FIRST FLOOR 4. CONTRACTOR SHALL VERIFY OPERATION OF WINDOWS FOR APPROPRIATE APPLICATION PER THE DRAWINGS TO AVOID ANY 4. CONTRACTOR SHALL DETERMINE HANDING OF ALL DOORS FOR APPROPRIATE DIRECTION OF SWING PER THE DRAWINGS PRIOR TO o SEQUENCE OF CONSTRUCTION POTENTIAL CONFLICTS,SWING INTERFERENCES,SAFETY HAZARDS,ETC.,PRIOR TO PLACING WINDOW ORDER. ORDERING. \ DOUBLE EXISTING WINDOW / # A W101 ADH3050 BILLIARDS HUNG OPENING' 6'-8- I�r 1. CUT WRB AS SHOWN AND 5. ALL WINDOWS IN AND ADJACENT TO DOORS INCLUDING VISION LITES,SIDELITES,TRANSOMS OR BORROWED LITES WITHIN 5. REFER TO PLANS FOR DOOR SIZES AND LOCATIONS(3068=3'-0"WIDE X HIGH).CONTRACTOR SHALL FIELD VERIFY AND COORDINATE FOLD TO INTERIOR. APW 7'-O"Wx5'-O"H,F.V.EXISTING 18"ABOVE FINISH FLOOR AND PANELS OVER 9 SQUARE FEET SHALL BE PROVIDED WITH CLEAR TEMPERED/ WITH ACTUAL FIELD CONDITIONS. 45 MECHANICALLY FASTEN W102 CUSTOM BILLIARDS FIXED OPENING' IMPACT-RESISTANT SAFETY-RATED GLAZING.REFER TO PLANS FOR LOCATIONS. WITH STAPLES OR 6. ALL EXTERIOR DOORS PROVIDED WITH GLASS SHALL BE 1"INSULATED TEMPERED SAFETY-RATED GLAZING.PROVIDE WITH Q FASTENERS EVERY 12"TO W103 ADH3050 BILLIARDS DOUBLE EXISTING WINDOWHUNG OPENING' 6. REFER TO PLANS,ELEVATIONS AND WINDOW SCHEDULE FOR WINDOW LOCATIONS,TYPES,OPERATIONS AND SIZES. MANUFACTURERS LITE KIT,COLOR MATCHED AND COMPLY WITH ENERGY CODE REQUIREMENTS.COORDINATE WITH OWNER'S 16"IN ACCORDANCE WITH REQUIREMENTS. 3 \ I MANUFACTURERS DOUBLE EXISTING WINDOW 7. ALL EXTERIOR WINDOWS SHALL BE PROVIDED WITH 1"THK.INSULATED GLAZING UNITS(IGU)DUAL PANE HIGH NK W104 ADH2438 DINING REQUIREMENTS. HUNG OPENING' PERFORMANCE LOW EMISIVITY LOW-E4 ARGON FILLED CLEAR INSULATED GLASS.ALL WINDOW GLAZING SHALL BE PROVIDED 7. INSTALL NEW WOOD FRAMING,BLOCKING,NAILERS,SHIMS.CASINGS,MOULDINGS AND INTERIOR TRIM AT ALL NEW DOORS AND CASED v / 2. CUT TOP PORTION OF WRB DOUBLE EXISTING WINDOW BY WINDOW MANUFACTURER AS ONE COMPLETE UNIT AND COMPLY WITH BUILDING AND ENERGY CODE REQS.,DESIGN OPENINGS.PROVIDE PAINTED OR STAINED 2-1/2"PINE COLONIAL CASING(KB105)OR PER OWNER'S SELECTION,AT ALL OPENINGS. / ON 45°ANGLES,9"FOR W105 ADH2438 DINING PRESSURE U-FACTOR AND SHG COEFFICIENT.REFER TO WINDOW TYPES FOR SIZES.COORDINATE SAFETY GLAZING.SEE CONFIRM SPECIES,FINISH,SIZES AND PROFILES WITH OWNER AND WITH ACTUAL FIELD CONDITIONS AT OFFSETS FROM WALLS.I TOP OF OPENING. HUNG OPENING' NOTE q5. / 45% 3. APPLY SILL FLASHING WITH W106 CUSTOM EAT-IN CASE- 5'-6"VVx4'-3"H,F.V.EXISTING 8. COORDINATE INSTALL OF NEW DOORS AND FRAMES WITH EXISTING MARBLE SADDLES,SILLS AND FLOOR TRANSITIONS.COORDINATE ALL / BOW MENT OPENING' '^ W TOP OF FLASHING TO 8. ALL WOOD WINDOWS TO BE PROVIDED WITH FINISHED CLEAR PINE WOOD EXTENSION JAMBS,SILL.STOOL.AUXILIARY DOOR UNDERCUTS TO ACCOMMODATE EXISTING FLOOR FINISHES. ALIGN WITH THE EDGE OF DOUBLE EXISTING WINDOW CASING,HEAD AND SEAT BOARDS,OR DRYWALL RETURNS AS SELECTED BY OWNER.COORD.MATERIAL AND FINISH W R.O.,FLASHING TO EXTEND W107 ADH2O50 PLAY ROOM HUNG OPENING' SELECTION FOR WINDOW FRAME AND SASH INTERIOR.VERIFY AND MATCH WOOD SPECIES AND FINISHING SELECTED BY 9. NEW OVERHEAD GARAGE DOORS TO BE"CLOPAY"STEEL WITH INSULATED CORE,STRAP HINGES AND FIXED PULL HANDLE HARDWARE, 9"MIN.BEYOND R.O. OWNER FOR CONSISTENCY.ANY FIELD FINISHED WINDOWS SHALL BE PAINTED OR STAINED,ALL SIDES AND EDGES TO FACTORY FINISHED.REFER TO PROPOSED ELEVATIONS FOR ADDITIONAL INFORMATION,COORDINATE WITH OWNER: EXISTING WINDOW o: 4. APPLY CONTINUOUS BEAD W108 APW5050 PLAY ROOM FIXED OPENING' ENSURE WARRANTY.FILL ALL FASTENER HEADS FLUSH WITH WOOD PUTTY,CAULK JOINTS AS REQUIRED FOR PAINTED COLLECTION:GALLERY STEEL OF SEALANT TO THE BACK FINISHING. MODEL:LONG PANEL WITH SQ24 SIDE OF MOUNTING W109 ADH2O50 PLAY ROOM DOUBLE EXISTING WINDOW FACE:COATED STEEL 4 \ FLANGE OF WINDOW HUNG OPENING' 9. COORDINATE WINDOW HEAD HEIGHTS WITH EXISTING OPENINGS AND ADJACENT WINDOWS,TYPICAL.NEW WINDOW HEAD CORE:INSULATED(R18.4) R6VI8IOne: ASSEMBLY.APPLY CUSTOM POWDER 1'-T'Wx1'-7"H,F.V.EXISTING HEIGHTS SHALL MATCH INTERIOR AND/OR EXTERIOR DOOR HEAD HEIGHTS(41-6'-10",F.V.),REFER TO DWGS. COLOR:ULTRA-GRAIN OAK MEDIUM FINISH OR AS SELECTED BY OWNER �• SEALANT IN LINE WITH W110 OCTAGON ROOM FIXED OPENING' SECURITY RATING:WA 4/22122 WINDOW FRAME PRE-PUNCHED HOLES OR 10. INSTALL NEW WOOD FRAMING,BLOCKING,NAILERS,SHIMS,CASINGS,MOULDINGS AND INTERIOR TRIM AT ALL NEW OPERATOR:LIFT MASTER BELT DRIVE#2280 Revision#1 W/CONTINUOUS SLOTS ON MOUNTING W111 ADH2840 GARAGE DOUBLE NEW WINDOW OPENING WINDOWS.PROVIDE PAINTED OR STAINED 2-112"PINE BEADED COLONIAL CASING(KB105)OR AS SELECTED BY OWNER,AT ARB REVIEW NAILING FLANGE FLANGE,IMMEDIATELY SET HUNG ALL WINDOWS.CONFIRM SPECIES,FINISH,SIZES AND PROFILES WITH OWNER AND WITH ACTUAL FIELD CONDITIONS AT 10. NEW INTERIOR DOORS TO BE"SIMPSOW PRE-HUNG,4-PANEL,ALL WOOD CONSTRUCTION WITH DOWEL PINNED STILEIRAIL JOINERY WITH COMMENTS SILL WINDOW INTO OPENING. W112 ADH240 GARAGE DOUBLE NEW WINDOW OPENING OFFSETS FROM WALLS. %'RAISED PANEL AND OVOLO STICKING.FACTORY FINISHED,COORDINATE WITH OWNER: FLASHING SEALANT TO BE HUNG COLLECTION:INTERIOR PANEL DOORS O COMPATIBLE OR SECOND FLOOR 11. ALL WINDOW TREATMENTS BY OTHERS/OWNER UNLESS OTHERWISE SPECIFIED. MODEL:INTERIOR 44 • 3 RECOMMENDED BY FACE:WOOD VENEER MANUFACTURER. DOUBLE EXISTING WINDOW 12. ALL WINDOW GLAZING TO BE CLEAR/OPAQUE UNLESS OTHERWISE SPECIFIED.TINTED.THIN-FILM.FROSTED,ETCHED, CORE:ALL WOOD W201 ADH3040 BEDROOM 1 HUNG OPENING' PATTERNED AND ART GLASS SELECTIONS TO BE COORDINATED/CONFIRMED BY OWNER.COORD.FROSTED OR PRIVACY COLOR:FIR OR AS SELECTED BY OWNER INSTALLATION NOTES DOUBLE EXISTING WINDOW GLASS AT BATHROOMS WITH OWNER IF REQD.. SECURITY RATING:WA 5 ^ SEQUENCE OF CONSTRUCTION W202 ADH3040 BEDROOM 1 HUNG OPENING' 13. NEW WINDOWS TO BE"ANDERSEN WINDOWS&DOORS"VINYL-CLAD WOOD 400SERIES OR FIBREX ASERIES,FACTORY 11. NEW EXTERIOR ENTRY DOOR TO BE'SIMPSON VENTIA IV SERIES WITH SIDELITES OR AS SELECTED BY OWNER. 10" CASE- NEW CONSTRUCTION AND FINISHED/PRE-FINISHED FROM MANOR STANDARD COLORS,FIXED MUNTINS,WAREHOUSE SETUP ENGINEERED MULLED 5. INSTALL JAMB FLASHING W203 CW34 OFFICE MENT � OPENING,CENTER PICTURE SO THAT THE TOP EDGE OF UNITS OR DOUBLE 2"x BETWEEN MULTIPLE WINDOWS OR APPROVED EQUAL 12. NEW EXTERIOR PATIO DOOR TO BE FIBERGLASS CLAD WOOD'ANDERSEN'A-SERIES HINGED PATIO DOOR WITH HIGH PERFORMANCE THE JAMB FLASHING W204 CW34 OFFICE CASE- NEW CONSTRUCTION AND MODEL:400SERIES I PERMASHIELD LOW-E TEMPERED GLASS,TRIBECA WHITE LOCKING HANDLE HARDWARE,THERMALLY BROKEN,ALUMINUM THRESHOLD AND COLOR EXTENDS 9"ABOVE THE MENT y OPENING,CENTER PICTURE EXTERIOR:EXTRUDED VINYL CLAD WOOD(PROVIDE SAMPLES FOR OWNER'S SELECTION) MATCHED SCREEN.INTERIOR WOOD WITH PAINTED OR STAINED FINISH.COORDINATE WITH OWNER. OPENING.THE BOTTOM OF DOUBLE INTERIOR:WOOD PINE(PROVIDE SAMPLES FOR OWNER'S SELECTION) W205 ADH2834 OFFICE NEW WINDOW OPENING GLASS:DUAL PANE LOW-E4INSULATED GLAZING UNIT(IGU) 13. ALL REQUIRED FIRE-RESISTANCE RATED DOORS AND HARDWARE SHALL BE TESTED,CERTIFIED AND CLASSIFIED BY UNDERWRITERS THE JAMB FLASHING LIES HUNG COLOR/FINISH:(EXTERIOR)WHITE/VINYL LABORATORIES(UL),WARNOCK HERSEY(WHI)QAI AND MEET WDMNS PERFORMANCE STANDARDS.LABELS TO BE FIXED TO DOOR LEAF OVER THE TOP OF THE SILL VV206 G53 BEDROOM 3 GLIDING EXISTING WINDOW (INTERIOR)WHITE I PAINTED(PROVIDE SAMPLES FOR OWNER'S SELECTION) AND FRAME AND REMAIN UNPAINTED.ALL DOOR ASSEMBLIES AND INSTALLATIONS SHALL COMPLY WITH NFPA 80 REGULATIONS.FIRE FLASHING. OPENING' OPERATION:DOUBLE-HUNG,FIXED,GLIDING RATED DOORS SHALL BE PROVIDED WITH SUITABLE HARDWARE TO BE SELF•CLOSING/SELF-LATCHING.METAL FRAMES SHALL BE KNOCK 6. APPLY A BEAD OF SEALANT DOUBLE EXISTING WINDOW FEATURES:TILTWASH DOWN(KD)OR FULLY WELDED METAL WITH MITERED CORNERS SECURELY ANCHORED AND PAINTED,COLOR SELECTED BY OWNER. AT THE HEAD DIRECTLY W207 ADH2840 BEDROOM 2 HUNG OPENING' GRILLES:3/4"COLONIAL FULL DIVIDED LIGHT(FDL)PERMANENT INTERIOR&EXTERIOR WITH S.S.SPACER 8 OVER THE FASTENERS-DO BARS BETWEEN GLASS,OVOLO PROFILE 14. ALL EXTERIOR DOORS SHALL BE PROVIDED WITH WEATHERSTRIPPING AND THERMALLY BROKEN ALUMINUM THRESHOLDS. / NOT EXTEND BEAD BEYOND DOUBLE EXISTING WINDOW W208 ADH2840 BEDROOM 2/ HUNG OPENING' (REFER TO ELEVATION DRAWINGS FOR GRILLE PATTERWCOORDINATE/CONFIRMblITH OWNER)THE FLANGE AT THE JAMB. SCREENS:REMOVABLE INSECT SCREENS,COLOR MATCHED 15. ALL FIRE-RATED DOOR AND FRAME ASSEMBLIES REQUIRED TO ACHIEVE THE MINIMUM FIRE RATING PER THE BUILDING CODE.ALL INSTALL HEAD FLASHING DOUBLE EXISTING WINDOW SECURITY RATING:WA FIRE-RATED DOORS PROVIDED WITH GLAZING SHALL BE PROVIDED WITH MANUFACTURER'S LITE KIT,COLOR MATCHED AND COMPLY WITH TO EXTEND 10"BEYOND W209 ADH2840 BATHROOM HUNG OPENING' DESIGN PRESSURE:VERIFY WITH MANUFACTURER(116 MPH WIND SPEED) BUILDING CODE REQUIREMENTS.COORDINATE GLAZING AREA LIMITATIONS FOR COMPLIANCE WITH THE REQUIRED FIRE-RATED DOOR THE R.O.OVER THE JAMB MASTER DOUBLE EXISTING WINDOW MODEL:ASERIES(MATCH ABOVE) FOR CLEAR LAMINATED FIRE-RATED AND IMPACT SAFETY-RATED GLAZING. FLASHING. W210 ADH2840 BATHROOM HUNG OPENING' 14. ALL WINDOWS SHALL BE INSTALLED PLUMB,LEVEL AND TRUE,SET INTO OPENING AND SECURELY ANCHOR TO FRAMING 16. FURNISH ALL DOORS WITH STOPSIBUMPERS AS REQUIRED BY CONFIGURATION OF ADJACENT WALL CONDITIONS.IT IS THE INTENT TO �� W211 ADH3040 MASTER DOUBLE EXISTING WINDOW WITHOUT RACKING OR WARPING FRAMING OR SASH.PROVIDE A COMPLETE INSTALLATION TO ENSURE INTEGRITY,SMOOTH FURNISH WALL OR BASEBOARD TYPE BUMPERS WHERE POSSIBLE.UNLESS OTHERWISE NOTED.WHERE WALL BUMPERS ARE NOT BEDROOM HUNG OPENING' AND SAFE OPERATION OF WINDOWS. PRACTICAL FURNISH FLOOR.HINGE PIN TYPE OR OVER HEAD TYPE TO SUIT CONDITIONS.FIELD VERIFY AND COORDINATE WITH OWNER. MASTER DOUBLE EXISTING WINDOW W212 ADH3040 BEDROOM HUNG OPENING' 15. ALL WINDOWS SHALL BE TESTED AND CERTIFIED FOR COMPLIANCE WITH NFRC,ENERGY STAR AND MEET WDMA'S 17. ARCHITECTURAL DOOR HARDWARE BASIS OF DESIGN: p JAMB FLASHING PERFORMANCE STANDARDS.LABELS TO BE FIXED TO WINDOW UNIT GLAZING, INTERIOR-'SCHLAGE'SERIES.LEVER,ROSETTE,LATCH,STRIKE PLATE,FINISH,AND KEY4N CORES AS SELECTED BY OWNER. VV213 SKYLIGHT MASTER 1'-9"Wx3A0"H F.V.EXISTING EXTERIOR-'SCHLAGE'-SERIES,LEVERIKNOB.ROSETTE.LATCH,STRIKE PLATE,FINISH,AND KEY4N CORES AS SELECTED BY OWNER. uj 7 O BATHROOM FIXED OPENING' + I 1 1 16. PAINT ALL NEW WOOD AND/OR METAL WINDOW FRAMES AS REQUIRED,COLOR SELECTED BY OWNER. 'THE CONTRACTOR SHALL FIELD VERIFY EXISTING WINDOW AND ROUGH OPENING DIMENSIONS ANDto CONFIRM ALL DOOR HARDWARE,KEYING AND LOCKSET FUNCTIONS WITH OWNER PRIOR TO ORDERING AND INSTALLING.PROVIDE COORDINATE WITH NEW WINDOW SIZES PRIOR TO ORDERING.SPECIFIED WINDOW DIMENSIONS ARE FOR - PLANNING PURPOSES ONLY.CONTRACTOR SHALL RE-FRAME ALL EXISTING WINDOW OPENINGS WITH NEW 17. CONTRACTOR SHALL PROVIDE FIRE RATED GLAZING IN FIRE RATED WINDOW AND FRAME ASSEMBLIES AS REQUIRED TO SUBMITTAL FOR OWNER'S REVIEW AND APPROVAL co WOOD FRAMING AND BLOCKING AS REQUIRED TO ENSURE OPENINGS ARE PLUMB,LEVEL,SQUARE AND ACHIEVE THE MINIMUM FIRE RATING PER THE BUILDING CODE.COORDINATE GLAZING AREA LIMITATIONS FOR COMPLIANCE Q O + • PROPERLY FLASHED.THE LARGEST WINDOW AVAILABLE BY THE MANUFACTURER THAT CAN FIT IN THE EXISTING WITH THE REQUIRED FIRE-RATED WINDOW. PROPOSED LATCH SET FUNCTIONS OPENING,OR THE MODIFIED OPENING ONCE RE-FRAMED,SHALL BE INSTALLED.PROVIDE INFILL WALL FRAMING EXTERIOR DOORS ENTRANCE/OFFICE O JAMB FLASHING AND FINISH TO MATCH EXISTING IN LIKE AND KIND WHERE REQUIRED. 18. HALF OPENABLE OR MECHANICAL EXHAUST VENTILATION REQUIRED AT BATHROOMS WITH MINIMUM VENTILATION RATES OF BEDROOMS PRIVACY 5O "BASIS OF DESIGN FOR WINDOW TYPES IS'ANDERSEN'400 SERIES AND A-SERIES. 50 CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION.VENTILATION AIR FROM THE SPACE BATHROOMS PRIVACY SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE. STORAGE ROOMS STORAGE CLOSETS PASSAGE/DUMMY O O 19. WINDOWS TO PROVIDE NATURAL LIGHT AND VENTILATION FOR COMPLIANCE WITH THE BUILDING CODE.ROOMS AND SPACE OFFICE PRIVACY NOT PROVIDED WITH WINDOWS SHALL BE PROVIDED WITH MECHANICAL VENTILATION AND ARTIFICIAL LIGHTING AS • z 8 NECESSARY FOR COMPLIANCE. 18. ALL EXTERIOR DOORS SHALL BE WEATHER-STRIPPED WITH FLASHED OPENINGS.INSTALL PER MANUFACTURER'S REQUIREMENTS. EXISTING EXTERIOR WALL PROVIDE CONTINUOUS BEAD OR BED OF SEALANT AT FLANGE AND FRAME.PROVIDE AIR SEALING AT PERIMETER OF OPENING,CAULK AND $ Z FRAMING TO REMAIN 20. CONTRACTOR SHALL CONFIRM SECURITY FEATURES FOR WINDOWS WITH OWNER INCLUDING,SECURITY BARS/GRILLES SEAL WATERTIGHT.INSULATE ALL ANCILLARY SPACES AROUND WINDOW BETWEEN FRAMING TO FILL ALL VOIDS AND CAVITIES TO = AS TO NOT ETC STOP LIMITERS, , . IMPEDE OR OBSTRUCT OPENING S FOR EMERGENCY EGRESS. PREVENT AIR INFILTRATION.INSTALL METAL DRIP CAP AT ALL DOOR HEADS. NEW WOOD EXISTING LINTEL TO REMAIN SECURITY SCREENS INSTALLATION NOTES pO SEQUENCE OF CONSTRUCTION BLOCKING AS 21. EMERGENCY ESCAPE AND RESCUE OPENINGS(E.E.R.0):REPLACEMENT WINDOWS SHALL BE EXEMPT FROM E.E.R.O 19. TYPICAL DOOR HEAD HEIGHT OF-1-16'-10",FIELD VERIFY AND COORDINATE WITH EXISTING DOOR OPENINGS. OREQUIRED -NEW METAL FLASHING 7 REQUIREMENTS PER THE BUILDING CODE PROVIDED THEY ARE THE MANUFACTURER'S LARGEST STANDARD SIZE WINDOW • 7. FOLD FLAP OF WRB OVER NEW WOOD NEW 1"x4"EXTERIOR PVC TRIM THAT WILL FIT WITHIN THE EXISTING FRAME OR ROUGH OPENING(IEBC SECTION 702.5) 20. SHALL MATCH INTERIOR AND/OR EXTERIOR WINDOWS(4-6'-10")FIELD VERIFY.REFER TO DRAWINGS. FLASHING TAPE THE HEAD FLASHING WINDOW CASING BOARD REFER TO ELEVATIONS N -APPLY NEW SHEATHING PROFILE AS 21. ALL DOOR GLAZING TO BE CLEAR I OPAQUE UNLESS OTHERWISE SPECIFIED.TINTED,THIN-FILM,FROSTED,ETCHED,PATTERNED AND ART Z TAPE OVER THE ENTIRE SELECTED BY GLASS SELECTIONS TO BE COORDINATED I CONFIRMED BY OWNER. < DIAGONAL CUT. OWNER,PAINTED WHITE 22. ALL DOORS SHALL BE INSTALLED PLUMB,LEVEL AND TRUE,SET INTO OPENING AND SECURELY ANCHORED TO FRAMING WITHOUT J cv r RACKING OR WARPING FRAMING.PROVIDE A COMPLETE INSTALLATION TO ENSURE INTEGRITY,SMOOTH AND SAFE OPERATION OF N DOORS. INTERIOR r EXTERIOR 23. INTERIOR DOORS SHALL HAVE A 4"MIN.OFFSET FROM WALLS,F.V.REFER TO PLANS FOR SIZES AND COORDINATE WITH TRIM AS SELECTED BY OWNER.COORDINATE OFFSETS AND TRIM WITH EXISTING DOOR OPENING LOCATIONS. �y 24. DOOR AND WINDOW GRILLE PATTERNS ARE SHOWN ON THE DRAWINGS FOR DIAGRAMMATIC PURPOSES.FINAL SELECTION SHALL BE r. MADE BY THE OWNER.ALL GRILLES SHALL BE FIXED AND INSTALLED BY MANUR EACH SIDE OF GLAZING WITH SPACER BAR FOR FULL N DIVIDED LITES(FDL) 2 O NEW WINDOW UNIT,INSTALL V F k r PER MANUFACTURER'S 2 j REQUIREMENTS,REFER TO W O PLAN AND WINDOW SCHEDULE Typical Interior Finish Notes o 2 W U) Kr N 4W>O V FOR ADD.INFO. l+W 0: r 1. REFER TO PLANS FOR FLOOR FINISHES. Q _:-.•�: ' •'• NEW WOOD SILL � WITH BULLNOSE WINDOW SCREEN 9. ALL ACCESS PANELS,HATCHES,GYPSUM BOARD SOFFITS,BULKHEADS,HVAC GRILLES AND REGISTERS SHALL BE PAINTED Z W Z 2. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO ORDERING TO MATCH CEILING FINISHES UNLESS INDICATED OTHERWISE.PROVIDE ALL ACCESS PANELS AS REQUIRED,FIELD VERIFY. W y O PAINTED WHITE SEALANT ti 2 O MATERIALS AND COMMENCING WORK. N Y +' ( PVC SILL NOSE("VERSATEX" 10. ALL GYPSUM WALLBOARD FINISH SURFACES INCLUDING WALLS,SOFFITS,ETC.ARE TO BE PAINTED WITH ONE COAT PRIMER 3 Oo` VERSN01) 3. ALL DISTURBED SURFACES SHALL BE PATCHED AND REPAIRED TO MATCH EXISTING.ANY DAMAGE RESULTING FROM THE AND TWO COATS FINISH INTERIOR LATEX PAINT.COLOR AND SHEEN SELECTED BY OWNER. m co WOOD CONTRACTOR(S)ACTIONS SHALL BE REPAIRED IN LIKE AND KIND AT NO ADDITIONAL COST TO THE OWNER. WINDOW CASING RE FRAME EXISTING WINDOW I Q d PROFILE AS OPENING WITH NEW 2"x 4. CONTRACTOR SHALL COORDINATE FINISHES WITH INSTALLATION OF ALL ACCESSORIES,FIXTURES,DOOR BUCKS, 11. ALL FINISH MATERIALS SHALL BE OF ACCEPTABLE CLASS FOR INTENDED USE PER THE BUILDING CODE(TABLE R302.6- W O m- • SELECTED BY FRAMING AND RE-FLASH THRESHOLDS,LIGHTING FIXTURES,HVAC GRILLES,CASEWORK,ETC. DWELLING GARAGE SEPARATION) _3� OWNER,PAINTED OPENING AS REQUIRED m O WHITE EXISTING PLYWOOD 5. CONTRACTOR SHALL FURNISH AND INSTALL BARRIER-FREE ADA COMPLIANT TRANSITIONS AT DOOR THRESHOLDS. 12. ALL FLOOR FINISHES SHALL BE CONTINUOUS UNDERNEATH BUILT-IN FURNITURE AND CASEWORK. CL }/ SHEATHING TO REMAIN F.V TRANSITIONS BETWEEN FINISH MATERIALS AND CHANGES IN ELEVATION.PROVIDE FLUSH MATERIAL TRANSITION WHERE a EXISTING INTERIOR NEW RIGID INSULATION BOARD ACHIEVABLE. 13. ALL CLOSETS SHALL BE PROVIDED WITH A METAL HANGING ROD AND 16"DEEP PINE WOOD FIXED SHELF ATTACHED TO 1"x3" FINISH TO REMAIN REFER TO WALL TYPES FOR PINE WOOD LEDGERS FASTENED TO FRAMING,PAINTED OR STAINED SELECTED BY OWNER. PATCH AND 6. CONTRACTOR SHALL COORDINATE INSTALLATION OF FINISHES WITH RESPECTIVE TRADES TO ACCOMMODATE THE REPAIR AS ADD.INFO. INSTALLATION OF PLUMBING,MECHANICAL,LIGHTING,ETC. 14. ALL DOOR AND WINDOW TRIM TO BE PAINTED OR STAINED,FINISWCOLOR SELECTED BY OWNER. • REQUIRED NEW FIBER CEMENT SIDING, J+►a 4.1458.01 REFER TO WALL TYPES AND 7. ALL FLOOR FINISH MATERIALS SHALL BE OF SLIP-RESISTANT(NONSLIP)SURFACE AND COMPLY WITH THE COEFFICIENT OF 15. PREPARE ALL SUB-FLOORS PER MANUFACTURER'S REQUIREMENTS TO ACCEPT NEW FLOOR FINISHES WHERE SPECIFIED, ELEVATIONS FOR ADD.INFO. FRICTION IN CONFORMANCE WITH ICC/ANSI A117.1 AND ASTM STANDARDS.COORD.WITH OWNER'S SELECTIONS. LEVEL AS REQUIRED.INSTALL FINISHES IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. A.N&1412OIA601 C 8. COLORS,PATTERNS AND TEXTURES OF ALL FINISH MATERIALS SHALL BE SELECTED BY OWNER FROM MANUFACTURER'S 16. ALL EXCESS MATERIALS SHALL BE TURNED OVER TO THE OWNER FOR ATTIC STOCK. Typical i c a I Window Section FULL RANGE.PROVIDE SAMPLES AS REQUIRED. � As.o, _ A6m01 1"-1'-0" AT EXISTING WINDOW OPENINGS �r _ �7,�f/ 'tt— i.ay•�-fiD4 �. I I��I / q '���� ' + .r C� • �� �'/ -�.� ��i �~I -�^err 1` 5 , • I � -T . X • • • 11 1� b �� 1 I 1 1 � 11 � 1 1 .t� ! i ON MIR IN AM • -771 1 • / I gi • ., III db ji is is I�1 • �'���' IIII I I�����ii��l�:����u�11, r, I Ilo�■ I I ■-■■'■■'■■-■1�-: IIIII I��IIIIII III IIII - - - - - - - • • •. 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N c� cn Of a N c) w U o O n NO II Hof NO o 6, o J N -mi WL� �� O�� 'N3A ANII NIHHO 0.99 V) z o Z 900$k006kN i* QLLIwt Na�� o�O� U U nl � � r.oa�o Z VJ z'0Wc� _ > ZFui s� r N ~ 0 Z8 � O U) � N 3m �3 � \ O V o �� •• r' SW7 <ir- -Oz z Ld 04 Z NVONWN (n U •• U) m Z O ch O opm(W rN >- cQ LLJ z oe LLJ � oa �0. � ox-I o "0 fwo N0 U o 6a z'- / : W �3 O .. F_ a -ME9 wz Q z oI w 1.4 C + =a °° WZo Q c A X W W d r 3r.w (Lyaim og) 0 C3 _j :)!--:z LL_ 0 V) Z cr oYJV7d00-MX0 9 9-L 0 L Z 4 oo � �C9 0 Z m z Q z o 5 1 0 OfI9 o��oN00 •� U_ J to O WARO OO O 0 0 0 v> 40 .-0@ � O O N � b 8 r 5� Z�6� 0;5 M L La=N ado v d v JAn 7:D1 lip L km All- IS& a ti y;.. • 46 i } • all z t, • I 4� I • � pal _ t It ' •}`�^, !yyam�\ ' !.�14 -- _. t BEARINGS SHOWN HEREON ARE BASED ON FILE MAP NO. 14304 GRAPHIC SCALE 30 0 15 30 ffil h'. � ( IN FEET ) 1 inch = 30 ft. SYMBOL LEGEND El MONUMENT FND ® MANHOLE 0 I.P. / I.B. FND M9 "A" -INLET I.P. / I.B. SET ® "B"-INLET SPOT ELEVATIONS YARD INLET UTILITY POLE YARD INLET >-- GUY WIRE ❑E ELECTRIC METER UTILITY POLE W/LIGHT © GAS METER LIGHT POLE ® WATER METER -II- SIGN GV DQ GAS VALVE -L PVC FENCE (PVC) WV X WATER VALVE -a- STOCKADE FENCE (STK) -X- CHAIN LINK FENCE (CLF) O/H OVERHANG -x WIRE FENCE R/O ROOF OVER FIRE HYDRANT D.C. DEPRESSED CURB ® CROSS CUT G.O.L. GENERALLY ON LINE O/L ON LINE R.O.W. RIGHT OF WAY TEST HOLE TREE SHRUB BOLLARD WETLAND FLAG CANT. CANTILEVER FE. FENCE MAS. MASONRY PLAT. PLATFORM W.W. WINDOW WELL B/W BAY WINDOW C/E CELLAR ENTRANCE ® A/C UNIT A STAKE COUNTRY RIDGE ESTATES SRCTION 9 FM LOT 8 TAX LOT 47 S40056'00"E 12.22 # 4' CHAIN LINK FEN. FM LOT 7 TAX LOT 46 R = 730.00' LOT COVERAGE LOT AREA 15,154.90 S.F., 0.35 AC. BUILDING = 2207 S.F. PATIO = 450 S.F. PLAT.(S)/WALKS = 76 S.F. ASPHALT = 2903 TOTAL 5,636 S.F. 40% LOT COVERED p EC������1 JAN - 5 2024 VILLAGE OF RYE BROOK BUILDING DEPARTMENT FM LOT 9 TAX LOT 51 ASPHALT CURB ASPHALT CURB wV ASPHALT CURB LA WRIDGE DRIVE (50 WIDE) As -BUILT -� DOCUMENT _I 1. CONFLICTING MONUMENTATION FOUND IN THE VICINITY LOT AREA OF THIS PROPERTY AND HISTORICAL DEEDS AND OLD 15,154.90 S.F. SURVEYING RECORDS INDICATE THE POSSIBILITY OF VARYING INTERPRETATIONS OF THE PHYSICAL 0.35 AC. POSITIONING OF THE LINES OF THIS PROPERTY. 2 09 07 2023 FINAL SURVEY 1 03/02/2022 REVISED SURVEY REV DATE DESCRIPTION and surveying mjslandsurvey.com P:631—957-2400 1 South Bay Avenue, Islip, NY 11751 DR.: MC CREW.:JW SCALE: 1" = 30 TAX MAP NO. � MC JDL JTS JDL BY CHK SURVEY OF PROPERTY 44 IAWRIDGE DRIVE, RYE BROOK, NEW YORK 10573 LOT 10, BLOCK C SUBDIVISION MAP OF COUNTY RIDGE ESTATES SECTION 14 FILE DATE: 04/28/1965 MAP N0. 14304 SITUATE RYE BROOK, TOWN OF RYE WESTCHESTER COUNTY, NEW YORK DATE SURVEYED: 12/21/2021 JOB No. W21-4329 I UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF NEW YORK STATE EDUCATION LAW. (2) ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. �3� CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. (4) THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. (5) THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY. (6) THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER TYPE OF CONSTRUCTION. (7) PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY. (8) THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS 30 ROBOTIC TOTAL STATION. (9) THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. (10) IF THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT, THE EXISTENCE OF ANY COVENANTS, RESTRICTIONS, EASEMENTS AND/OR RIGHTS OF WAY OF RECORD, IF ANY, MAY NOT BE SHOWN OR ADDRESSED AND ARE NOT GUARANTEED.