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HomeMy WebLinkAboutA1 Site Plan-Model GENERAL NOTES • 1. CONTRACTORS SHALL VISIT THE SITE DURING BIDDING TO BECOME FAMILIAR WITH THE DRAWING INDEXe we in ace EXISTING CONDITIONS. THE GENERAL CONTRACTOR SHALL LOCATE, INSPECT AND FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS PRIOR TO DEMOLITION AND CONSTRUCTION. ERRORS, OMISSIONS, AND AMBIGUITIES SHALL BE REPORTED TO THE ARCHITECTURAL ARCHITECT FOR INTERPRETATION AND CORRECTION IN WRITING PRIOR TO COMMENCEMENT OF WORK AFFECTED. THE ARCHITECT HAS THE AUTHORITY TO MAKE MINOR CHANGES Fridley, lnneso a NOT INCONSISTENT WITH THE PURPOSE OF THE WORK WITHOUT INVOLVING EXTRA COST Al SITE PLAN , ROOF PLAN , NOTES TO THE OWNER. 2. NEW CONSTRUCTION TO COMPLY WITH ALL LOCAL BUILDING CODES AND ORDINANCES. A2 FLOOR PLAN , ELEVATIONS, SCHEDULES 3. MECHANICAL & ELECTRICAL ENGINEERING BY OTHERS. A3 BUILDING ELEVATIONS, SECTIONS 4. SEE STRUCTURAL GENERAL NOTES FOR REINFORCING, STRUCTURAL SUPPORTS AND MATERIALS. I 5. FIRESTOP AROUND ALL MECHANICAL AND ELECTRICAL PENETRATIONS IN RATED WALLS AND A4 CODE REVIEW, REFLECTED CEILING PLAN AND CEILINGS WITH UL APPROVED FIRESTOPPING MATERIAL. ROOF FRAMING PLAN 6. INSTALL EXIT SIGNS AND ALARMS TO COMPLY WITH ALL LOCAL FIRE AND BUILDING CODES. o A 5 EXISTING CONDITIONS SURVEY 7. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE MOISTURE TREATED. 8. PROVIDE WOOD BLOCKING IN WALLS FOR ALL WALL MOUNTED EQUIPMENT. Q RESIDENCE a � �a 9. VERIFY DIMENSIONS AND LOCATIONS OF ALL CASEWORK AND APPLIANCES. z o �, oz No. 7539 10. VERIFY DOOR HARDWARE, LOCKS, AND SECURITY SYSTEMS COMPLY WITH HANDICAP, EXIT, a AND OWNER REQUIREMENTS. q H w w 11. SELECTION OF ALL FINISH MATERIALS AND CASEWORK BY OWNER. o N 12. RESTORE POSITIVE SLOPED GRADE AWAY FROM BUILDINGS AND SOD ALL AREAS DISTURBED H N DURING CONSTRUCTION. v w CIA13. VERIFY ALL MASONRY, CONCRETE FOOTING AND SLAB ELEVATIONS AS NOTED AND SHOWN U � �Q ° C° IN SECTIONS, DETAILS, AND SHOP DRAWINGS. o � F � w � I � � I z � SERV EXISTING FENCE o a --------- TO REMAIN 27'_0» " S 89e 3 , 3 44 E 120.00 ----- -- --- I RAIN 2400 PROPERTY LINE GUTTER OVERHANG ALL SIDES ALL SIDES 20'-0" 0 23'-0" 20'-0" 9'-4" 4_4 --------- WELL = SOD SOD EGRESS NEW 3' F — — — — — — — — — — — — — — .� -------- CONCRETE - SIDEWALK a a ( REMOVE FIRE RING I o 1 REMOVE :: . . . ... :. h SOD )�-�— �: BITUMINOUS. : O I. PARKING PAD. .. `� w RESIDENCE I` ASPHALT RIDGE 24" .� y �\ �'_ :I SHINGLES VENT OVERHANG N o. 7529 SOD I; ::. .. . ALL SIDES > d O — Q 4 4/12 RAIN � M o ':..: L :, GUTTER 7- a RELOCATE — — — - — —• — —:�\ ALL SIDES J - OVERHEAD 3: �j REMOVE WIRES \,. Y ,> ,.`/ -" m 26 TREE BUILDING A I-- D Ld WW ci EXISTING w . Ld co : z O CONCRETE W o Z . PATIO czn wJ w TO REMAIN BUILDING A REMOVE w Ldw z O I PLANTER LLJ ~ w m o EXISTING CONCRETE WALK rn v (10 (j N W a Q0 — J W z0 w � m m REMOVE 1 .. CD z z m W Q V) SOD CONCRETE O z w SIDEWALK : . O N m Q w m i - RAIN 12" a GUTTER OVERHANG . NEW.7_X�23 _ ° d a a- d -. rT, o 7 , d ° ° CONQ..:.SIDEWALK•: . .� NEW 3' I ° a! ✓° a ° BETWEEN. BLDGS. . RESIDENCE CONCRETE / / i ° / �° a . . . 6" 6" SIDEWALK OVERHANG ASPHALT �" OVERHANG No. 7527 SHINGLES RIDGE SOD VENT REMOVE BITUMINOUS SOD / / / / / / / / / / / / DRIVEWAY °' BUILDING B /BUILDING/ B01 35'-0" REMOVE EXIST. 22.0 GARAGE, CONC. SLAB AND FTGS / / / / / / / SOD W SERV 12" �, w _ w GAS © I WELL — — — — — — GUTTER OVERHANG Q I METER I I EGRESS - - - - - - — — � 24'-0" 00, o SOS 23'-0" �\ 20'-0" .00 r� I _\ I I o I 1� ' I I I, I ` I 0 2 ROOF PLANS PROPERTY LINE Al 1/8" = V-0" ----------------- S 8 9°3 3'44" E 12 0.0 0 �� ------------- Q T T °' STRUCTURAL NOTES 1. 2020 MINNESOTA BUILDING CODE TO APPLY (INCLUDING THE 2018 IRC) 2. CONCRETE STRENGTH FOR FOOTINGS TO BE f'c=3000 PSI 35'-2" 62'-8$$ 3. CONCRETE STRENGTH FOR SLAB ON GRADE INSIDE AND EXTERIOR TO BE f'c=4000 PSI 4. CONCRETE MASONRY BLOCK TO BE ASTM C 90 (f'm=2,000 PSI MINIMUM) z N 5. MASONRY MORTAR TO BE TYPE 'S' RESIDENCE 6. CONCRETE REINFORCING STEEL FOR BOTH CONCRETE SLABS AND MASONRY TO BE N o. 7515 1 SITE PLAN GRADE 60 (60,000 PSI) DRAB CHECKED Al 1/8" = 1'-0" W 7 f'R0UT 2 T FOR PSI ASONRWITH BY, CORES P AT REINFORCING BARS TO BE FILLED WITH PEA GRAVEL DATE PROJECT NO. 8. WOOD MEMBERS TO BE DOUG FIR-LARCH OR SOUTHERN YELLOW PINE #2 OR BETTER 5-12-2022 Th D 11 9 P1 5 9. WOOD TREATED MEMBERS TO BE SOUTHERN YELLOW PINE #2 OR BETTER. PLAN NORTH 10. ROOF TRUSSES AND GIRDER TRUSSES TO BE DESIGNED BY A REGISTERED ENGINEER IN THE STATE OF MINNESOTA 11. PLYWOOD TO BE CDX IF NOT EXPOSED TO THE INTERIOR. Al 12. SOIL BEARING ASSUMED TO BE f'BRG=1,800 PSF WITH NO SOIL REPORT. 1 OF 4 SHEETS