GENERAL NOTES: NOTES: I have prepared or caused to be prepared, under my direct supervision, the attached plans A. The Bidders shall thoroughly examine all the drawings of the proposed project's scope of work. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE CODES AND ORDINANCES OF SKOKIE, ILLINOIS. and specifications and state that to the best of my knowledge and belief, comply with the applicable Codes and Building Regulations of B. The Bidders shall visit and examine the project and site and make all necessary investigations required to inform themselves fully as to all conditions CONTRACTOR SHALL REVIEW ALL REQUIREMENTS OF THE WORK AND SHALL VERIFY SAME WITH SKOKIE, ILLINOIS. Skokie, Illinois. Stern Residence and difficulties that may be encountered in the complete execution of all work in accordance with the contract documents ALL BUILDING PERMITS AND FEES SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR. C. The General Contractor shall layout the proposed work and be responsible for all lines, elevations and measurements. The General Contractor shall Signed Screened Porch exercise precautions to verify property lines and minimal yard set backs and height restrictions. THE CONSTRUCTION AREA SHALL BE SECURED WITH FENCING OR OTHER METHODS TO ASSURE THE SAFETY OF THE October 5, 2020 PUBLIC, OCCUPANTS AND TRADES. Date D. The General Contractor shall field verify all dimensions before and during construction and notify the Architect of any discrepancies before proceeding with the work. THE CONTRACTOR AND SUBCONTRACTORS SHALL HOLD HARMLESS THE OWNER AND THE ARCHITECT AND SHALL INDEMNIFY SAME AGAINST ANY AND ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING FROM 4307 Suffield Ct. E. The General Contractor shall be responsible for locating any/all underground utilities prior to the start of excavation and make good on all items THE PERFORMANCE OF THE WORK. damaged during construction. DO NOT SCALE DRAWINGS. F. All debris shall be removed and properly disposed of off-site in accordance with the laws of the local jurisdiction. No debris shall be burned or buried Skokie, Illinois 60076 on site. CONTRACTOR TO VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND SHALL ASSUME FULL RESPONSIBILITY FOR SAME BEFORE COMMENCING THE WORK. CONTRACTOR TO REPORT ANY DISCREPANCIES TO THE ARCHITECT. OWNER: BUILDING CODES: (w/ Ammendments) BUILDER: DRAWING INDEX: G. It shall be the responsibility of the General Contractor to keep the building and grounds clean at all times. IT IS UNDERSTOOD AND AGREED BY THE OWNER AND CONTRACTOR THAT THE ARCHITECT'S SERVICE DOES NOT INCLUDE Larry & Bonnie Stern 2012 International Residential Code All Quality Inc. A1.0 Site Plan / Notes CONSTRUCTION OBSERVATION OR REVIEW OF THE CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE 4307 Suffield Ct. 2012 International Mechanical Code 6348 N. Milwaukee Ave. #171 Foundation Plan SERVICES. THE OWNER AND THE CONTRACTOR ASSUME ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS AND WAIVE ANY AND ALL CLAIMS AGAINST THE ARCHITECT THAT MAY BE IN ANY WAY CONNECTED THERETO. Skokie, Illinois 60076 2014 State of Illinois Plumbing Code Chicago, Illinois 60646 Construction Plan THE OWNER AND CONTRACTOR AGREE TO FULLY INDEMNIFY AND HOLD THE ARCHITECT HARMLESS FOR ANY LOSS, CLAIM OR FOR DEFENSE ARSISING OR RESULTING FROM THE PERFORMANCE OF SUCH SERVICES BY OTHERS AND FROM ANY AND 847.452.4664 2014 National Electric Code 773.775.2727 A2.0 Building Elevations ALL CLAIMS ARISING FROM MODIFICATIONS, INTERPRETATIONS, ADJUSTMENTS OR CHANGES MADE TO THE CONTRACT 2018 International Energy Conservation Code Building Section A DOCUMENTS TO REFELECT FIELD OR OTHER CONDITIONS. S U F F I E L D C T. NOTE: AREA OF NEW OVERFRAME RAFTERS EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER R602.3AND FIGURES R602.3(1) AND R602.3(2). Family Room EXISTING RECESSED FIXTURE NO WORK COMPONENTS OF EXTERIOR WALLS SHALL BE FASTENED IN ACCORDANCE RELOCATED WITH TABLES R602.3(1) THROUGH R602.3(4). PROVIDE NEW FRAME WALL ABOVE SGD TO ALIGN FLUSH W/ MASONRY WALL BELOW. WALL SHEATHING SHALL BE FASTENED DIRECTLY TO FRAMING MEMBERS 2x6 @ 16" O.C. 2x6 @ 16" O.C. INTERIOR FINISH TO MATCH SCREENED PORCH EXISTING CONCRETE WALK AND, WHERE PLACED ON THE EXTERIOR SIDE OF AN EXTERIOR WALL, EXISTING S S O.F. RAFTER O.F. RAFTER SHALL BE CAPABLE OF RESISTING THE WIND PRESSURES LISTED IN TABLE (TO REMAIN) 70.00' R301.2(2) AND ADJUSTED FOR HEIGHT AND EXPOSURE USING TABLE R30.2(3) AND SHALL CONFORM TO THE REQUIREMENTS OF TABLE R602.3(3). GFI XR 3068 3068 EXISTING ASPHALT DRIVEWAY 2'-5 1/2" WALL SHEATHING USED ONLY FOR EXTERIOR WALL COVERING PURPOSES R XR R DESIGN CRITERIA SHALL COMPLY WITH SECTION R703. PROPOSED 2x8 RAFTER TIES EACH SIDE EXISTING FIXTURE TO BE RELOCATED AS REQ'D. OF RAFTER (TYP. OF 7) STUDS SHALL BE CONTINUOUS FROM SUPPORT AT THE SOLE PLATE TO A AREA OF EXISTING ROOF FLOOR 40# LL 10# DL ALL AREAS EXCEPT SLEEPING LINE OF SKYLIGHT ABOVE SUPPORT AT THE TOP PLATE TO RESIST LOADS PERPENDICULAR TO THE S OVERHANG TO BE REMOVED FLOOR 30# LL 10# DL SLEEPING AREAS ⅊ THE WALL. THE SUPPORT SHALL BE A FOUNDATION OR A FLOOR, CEILING 3'-8 1/2" EXISTING RECESSED LINE OF EXISTING ROOF OVERHANG OR ROOF DIAPHRAGM. FIXTURE TO BE RELOCATED WALL 60 PLF OR ACTUAL LOAD (2) 2x12 (2) 2x12 TO REMAIN (TYP.) PROVIDE FAN RATED 4x4 POST ELECTRICAL BOX TO COMPLY 2x10 RIDGE (TYPICAL OF 7) CEILING 20# LL 10# DL ROOF SLOPES OVER 3:12 WITH NEC 2014 314.27C. 14'-0 5/8" CEILING 10# LL 10# DL ROOF SLOPES 3:12 OR LESS INSTALL DAMP LOCATION OR Deck OUTDOOR RATED CEILING FAN. 4'-0 1/2" EXISTING 25.00' FRONT YARD SETBACK Screened Porch ROOF 30# LL 15# DL ALL SLOPES ELECTRICAL BOX SHALL BE 101 GFI GFI INSTALLED FLUSH OR (2) 2x12 DECKING (2) 2x12 A NOTE: a. GROUND SNOW LOAD: 25 PSF PROJECTED FROM LINE OF EXISTING WOOD DECK b. ROOF LOAD: 20 PSF COMBUSTIBLE MATERIAL A 1.0 TO REMAIN (TYP.) ROOF SNOW LOAD: 30 PSF (TYP.) 3'-10 1/8" 2x8 @ 16" O.C. 2x8 @ 16" O.C. WIND PRESSURE: 40 PSF GFI PROVIDE COLUMN BASE AND RAFTER RAFTER SEISMIC CONDITION: ZONE 1 COLUMN CAP TYPICAL AT EACH (2) 2x12 (2) 2x12 WEATHERING: SEVERE This drawing may not be STRUCTURAL COLUMN. FROST LINE DEPTH: 42 INCHES MIN. LINE OF NEW ROOF OVERHANG TERMITE: SLIGHT TO MODERATE reused or reprinted 2-2x4 COLUMN 3'-9 1/2" 5'-0 1/4" 3'-9 1/2" DECAY: SLIGHT TO MODERATE c. ULTIMATE DESIGN WIND SPEED: 115 MPH without the written 12'-7 1/4" d. EXPOSURE CATEGORY: EXPOSURE B consent of Kevin A. Panek NEW SURFACE MOUNT SPOT LIGHT W/ MOTION SENSOR FRAMING NOTES: (PER OWNER) 1. FRAMING MUST TRANSFER ALL GRAVITY, UPLIFT AND LATERAL LOADS TO Architect L.L.C. THE FOUNDATION. PROVIDE SIMPSON TIES AS REQUIRED. NOTES: NORTH 1. MAINTAIN STRUCTURAL INTEGRITY OF THE RESIDENCE AT ALL TIMES. 2. STORM GUTTER & DOWNSPOUT SYSTEM TO DISCHARGE ONTO CONCRETE EXISTING Construction Plan SPLASH BLOCKS (TYPICAL) 6.00' SIDE YARD SETBACK 6.00' SIDE YARD SETBACK 3. TOP OF EXISTING DECK BOARDS = 0'-0". 1 STORY SCALE: 1/4" = 1'-0" ADJUST T/CONCRETE AS REQUIRED TO ALLOW NEW DECK TO ALIGN FLUSH. BRICK HOUSE Issued for Permit 10.05.20 W/ BASEMENT Revised 09.20.20 125.05' #4307 125.04' Review 09.15.20 No. Issued for: Date: Basement FOUNDATION NOTES: EXISTING A/C UNIT NO WORK 1. MINIMUM EDGE THICKNESS CANNOT BE LESS THAN THE WALLS Kevin A. Panek EXISTING AHU THEY SUPPORT BUT IN NO CASE LESS THAN EIGHT INCHES. Architect, LLC 2. FOUNDATION WALL DEPTH MEASURED FROM THE TOP OF THE 1625 Churchill Road EXISTING FOUNDATION WALL FINISHED GRADE TO THE UNDERSIDE OF THE FOOTING CANNOT BE Schaumburg, Illinois 60195 (TYPICAL) LESS THAN 3'-6". WALL DEPTHS MAY VARY PER CONDITIONS. T: 847.466.5067 EXISTING (TO REMAIN) 3. FOUNDATION WALLS ABUTTING OR ADJOINING AN EXISTING www.KAPArchitects.com FOUNDATION WALL SHALL BE TREATED AS A CONSTRUCTION JOINT IL. License #184.006628 AND BE ATTACHED BY REINFORCING STEEL BARS DRILLED INTO THE EXISTING FOUNDATION WALL. THE SIZE, SPACING AND 2x10 @ 16" O.C. PROVIDE #4 TIE-IN DOWELS METHOD SHALL BE APPROVED THE BUILDING OFFICIAL FOLLOWING FLOOR JOIST Stern Residence PROPOSED EPOXY INTO CONC. THE GUIDELINES SET FOR BY THE ACI. PROPOSED FOOTING & FND. @ 16" O.C. 4. TRENCH WALL FOUNDATION MUST BE A MINIMUM OF TEN INCHES Screened Porch (TYP. @ 2 LOCATIONS) THICK AND THE FOOTING FLARED TO TWENTY INCHES WIDE. 14'-0" SCREENED PORCH 5. THE SOIL SUPPORTING THE TRENCHED WALL MUST BE PLUMB, LINE OF ASSUMED EXISTING 4307 Suffield Ct. SMOOTH AND FREE OF ROOTS OR OTHER FOREIGN MATERIALS. CONCRETE FOOTING Skokie, Illinois 60076 6. THE FLARED FOOTING BASE SHALL BE POURED ON A FLAT EVEN APPROXIMATE EXTENTS OF EXISTING SITE NOTES: Unexcavated T/LEDGE SURFACE MINIMIZING DIFFERENTIAL SETTLEMENT AND CAPABLE Site Plan/Notes WOOD DECK TO REMAIN EL.: -0'-11 /4" OF SUPPORTING THE INTENDED DEAD AND LIVE LOADS. 001 (ADJUST AS REQUIRED TO 12'-9 1/2" 13'-2" Foundation Plan 12'-6" MAINTAIN 2" ABOVE FINISHED GRADE) A. The Contractor shall immediately remove surplus excavated soil from the site upon excavation. Any and all soil needed to 14'-0" 26.01' REAR YARD SETBACK T/FOUNDATION Construction Plan APPROXIMATE EXTENTS be retained for backfill shall be temporarily stored in stockpile areas as indicated on the plans. EL.: -0'-2 1/2" NOTE: OF EXISTING WOOD DECK (ADJUST AS REQUIRED PER PAVER) BOTTOM OF FOOTING TO BEAR ON UNDISTURBED 3,000 PSF (MIN.) TO BE REMOVED B.