1 OF 14 FRENKEL RESIDENCE COPYRIGHT 2021 REVISIONS: 7 SOUTH PERRY STREET - PONTIAC, MICHIGAN 48342 - OFFICE: (248) 322-6777/FAX: (248) 322-6222 - www.hellerhomes.net HELLER & A S S O C I A T E S PAGE NO. # DRAWN BY: D. ABATE B. HELLER HELLER & ASSOCIATES DESIGN + BUILD 1 COVER & GENERAL NOTES 2 3 4 LOWER LEVEL DEMO PLAN 5 6 UPPER LEVEL DEMO PLAN FOUNDATION NOTES: 1) PROVIDE NECESSARY SHEETING, SHORING, BRACING, ETC. AS REQUIRED DURING EXCAVATIONS TO PROTECT SIDES OF EXCAVATION. 2) SEE MECHANICAL, ELECTRICAL AND ARCHITECTURAL DRAWINGS FOR PIPE SLEEVE, PIPING, CONDUIT, HANDRAIL INSERTS AND EMBEDDED ITEMS PRIOR TO CONSTRUCTION. 3) DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SLABS ARE IN PLACE OR PERMISSION IS OBTAINED FROM THE DESIGNER. 4) ALL SOIL SURROUND AND UNDER FOOTINGS SHALL BE PROTECTED FROM FROST ACTION AND FREEZING DURING THE COURSE OF CONSTRUCTION. 5) WHERE FOOTINGS ARE IN CLOSE PROXIMITY OF SEWERS, BOTTOM OF FOOTINGS SHALL BE AT LEAST 8" BELOW INVERT ELEVATION OF SEWERS. CONCRETE: 1) ALL CONCRETE WORK, DETAILING, FABRICATION AND ERECTION OF STEEL REINFORCING BARS SHALL CONFORM TO THE LATEST A.C.I. SPECS AND DETAILING MANUAL. 2) ALL CONCRETE SHALL ATTAIN THE FOLLOWING 28 DAY COMPRESSIVE STRENGTHS: -FOOTINGS, PIERS, FOUNDATION WALLS: 3000 PSI -SLAB ON GRADE: 4000 PSI -EXPOSED CONCRETE LANAI SLAB: 4000 PSI WITH 6% +/- 1% ENTRAINED AIR AND LESS THAN 50% WATER TO CONCRETE RATIO. 3) ALL CONCRETE SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150 AND AGGREGATE CONFORMING TO ASTM C33. 4) CONCRETE ADMIXTURES SHALL BE USED TO FACILITATE CONCRETE PLACEMENT, AID DIFFICULT PLACING CONDITIONS OR ASSIST IN ATTAINING SPECIFIED CONCRETE QUALITIES. ADMIXTURES SHALL HAVE LESS THAN 0.05 PERCENT CHLORIDES IONS. -AIR ENTRAINMENT PER ASTM C260 -WATER REDUCER PER ASTM C494, TYPE A OR B -ACCELERATOR PER ASTM C494, TYPE C, D OR E -SUPERPLASTICIZER PER ASTM C494, TYPE F OR G 5) ALL REINFORCING BARS, DOWELS, AND TIES SHALL CONFORM TO ASTM A615, GRADE 60. ALL REINFORCING STEEL SHALL BE CONTINUOUS. 6) REINFORCING STEEL SPLICES SHALL BE IN ACCORDANCE WITH ACI 318 SECTIONS 12.15, 12.16. PROVIDE CLASS B SPLICES FOR VERTICAL AND HORIZONTAL WALL STEEL AND LONGITUDINAL AND TRANSVERSE FOOTING STEEL. PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL REINFORCING IN FOOTING. 7) REINFORCED CONCRETE WALLS AND TRENCH FOOTINGS SHALL HAVE CORNER BARS AT ALL INTERSECTIONS OF THE SAME SIZE AND SPACING OF THE MAIN HORIZONTAL REINFORCING. 8) PROVIDE 2 #5 BARS EACH SIDE OF ALL OPENINGS AND 2-#5 X 4'-0" DIAGONAL BARS AT CORNERS OF OPENINGS. 9) PROVIDE DOWELS BETWEEN ALL FOOTINGS, WALLS, AND PIERS TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING. WALL BRACING NOTES: 1) WALL BRACING TO BE CONTINUOUS TYPE 2) ALL EXTERIOR WALLS SHALL HAVE 7/16" OSB CONTINUOUS INSTALLED ON EXTERIOR SIDE OF STUD. 3) NAILING SHALL BE WITH 8d NAILS @ 12" IN THE FIELD AND 6" AT THE EDGES UNO. 4) ALL CORNERS SHALL BE CONSTRUCTED PER SK-8 CORNER DETAIL. 5) ALL INTERIOR GYPSUM SHALL BE ATTACHED BY THE FOLLOWING SCHEDULE: Interior Wall Bracing Gypsum Fastening Schedule Fasteners: -Nails 13 gage, 1 3/8" long, 19/64 head 0.098" diameter, 1 1/4" long annular-ringed, 5d cooler nail 0.086" diameter, 1 5/8" long, 15/64" head gypsum board nail, 0.086" diameter, 1 5/8" long, 9/32" head -Screws Type S or W per ASTM C 1002 and to be 1 1/8" long min. Maximum Spacing of Fasteners (max stud spacing 16" o.c.) -WITHOUT Adhesive Nails 8" o.c. Screws 16" o.c. -With Adhesive Nails 16" o.c. Screws 24" o.c. 6) REFERENCE SKETCHES FOR SPECIFIC DETAILS FOR ADDITIONAL BRACING GENERAL NOTES: 1. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL. 2. ALL STEEL FABRICATION AND ERECTION SHALL MEET ALL A.I.S.C. CODE 3. BRACE ALL WALLS PRIOR TO PLACING BACKFILL 4. HEADERS, JOISTS, AND RAFTERS SHALL BE #2 OR BETTER SPF MINIMUM 6. ALL STAIRWAYS SHALL HAVE 6'-8" MIN. HEADROOM WITH 10" TREAD & MAX. 7 3/4" RISER 7. DOUBLE OR LADDER JOIST UNDER ALL PARALLEL PARTITIONS 8. APPROVED FIRESTOP MATERIALS SHALL BE PROVIDED IN ALL DROPS AND CHASES FOR ELECTRICAL, PLUMBING, AND HVAC 9. JOB SET OF PLANS FOR BUILDING MUST BE ON-SITE FOR ALL ROUGH FRAMING INSPECTIONS 10. ALL WORK COVERED WITHOUT INSPECTION WILL BE REQUIRED TO BE UNCOVERED AND INSPECTED 11. ALL ANGLES SHALL BE 45 degrees UNLESS OTHERWISE NOTED 12. DO NOT SCALE DRAWINGS - USE GIVEN DIMENSIONS 13. CONSTRUCTION OF BUILDING and THERMAL ENVELOPE SHALL COMPLY WITH MRC 2015 and MUEC 2015 & ALL CERTIFICATIONS AND INSPECTIONS SHALL BE PROVIDED FOR TOWNSHIP APPROVAL. 5. WINDOW ROUGH OPENINGS GIVEN ARE FOR "MARVIN ULTIMATE CLAD" UNITS - VERIFY WITH SUPPLIER 7 8 PROPOSED UPPER LEVEL 9 MAIN LEVEL DEMO PLAN PROPOSED MAIN LEVEL ROOF PLAN LOWER LEVEL ELECTRICAL PLAN 13 LEFT ELEVATION PROPOSED LOWER LEVEL GROSS SQUARE FOOTAGE CALCULATION PROPOSED RESIDENCE OF FRENKEL COVER SHEET 8251 LINCOLN, HUNTINGTON WOODS, MI 48070 07/14/2021 MAIN LEVEL EXISTING TOTAL FINISHED 2,305 SQ. FT. 4,105 SQ. FT. UPPER LEVEL NEW 297 SQ. FT. MAIN LEVEL NEW UPPER LEVEL EXISTING 1,479 SQ. FT. 24 SQ. FT. MAIN LEVEL TOTAL 2,329 SQ. FT. UPPER LEVEL TOTAL 1,776 SQ. FT. *LANAI (OUTDOOR LIVING) 460 SQ. FT. *PATIO (OUTDOOR LIVING) 284 SQ. FT. 10 MAIN LEVEL ELECTRICAL PLAN 11 UPPER LEVEL ELECTRICAL PLAN 12 REAR & RIGHT ELEVATIONS FOUNDATION PLAN 14
1) PROVIDE NECESSARY SHEETING, SHORING, BRACING, ETC. AS REQUIRED DURING EXCAVATIONS TO PROTECT SIDES OF EXCAVATION.
2) SEE MECHANICAL, ELECTRICAL AND ARCHITECTURAL DRAWINGS FOR PIPE SLEEVE, PIPING, CONDUIT, HANDRAIL INSERTS AND EMBEDDED ITEMS PRIOR TO CONSTRUCTION.
3) DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SLABS ARE IN PLACE OR PERMISSION IS OBTAINED FROM THE DESIGNER.
4) ALL SOIL SURROUND AND UNDER FOOTINGS SHALL BE PROTECTED FROM FROST ACTION AND FREEZING DURING THE COURSE OF CONSTRUCTION.
5) WHERE FOOTINGS ARE IN CLOSE PROXIMITY OF SEWERS, BOTTOM OF FOOTINGS SHALL BE AT LEAST 8" BELOW INVERT ELEVATION OF SEWERS.
CONCRETE:
1) ALL CONCRETE WORK, DETAILING, FABRICATION AND ERECTION OF STEEL REINFORCING BARS SHALL CONFORM TO THE LATEST A.C.I. SPECS AND DETAILING MANUAL.
2) ALL CONCRETE SHALL ATTAIN THE FOLLOWING 28 DAY COMPRESSIVE STRENGTHS: -FOOTINGS, PIERS, FOUNDATION WALLS: 3000 PSI -SLAB ON GRADE: 4000 PSI -EXPOSED CONCRETE LANAI SLAB: 4000 PSI WITH 6% +/- 1% ENTRAINED AIR AND LESS THAN 50% WATER TO CONCRETE RATIO.
3) ALL CONCRETE SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150 AND AGGREGATE CONFORMING TO ASTM C33.
4) CONCRETE ADMIXTURES SHALL BE USED TO FACILITATE CONCRETE PLACEMENT, AID DIFFICULT PLACING CONDITIONS OR ASSIST IN ATTAINING SPECIFIED CONCRETE QUALITIES. ADMIXTURES SHALL HAVE LESS THAN 0.05 PERCENT CHLORIDES IONS.
-AIR ENTRAINMENT PER ASTM C260 -WATER REDUCER PER ASTM C494, TYPE A OR B -ACCELERATOR PER ASTM C494, TYPE C, D OR E -SUPERPLASTICIZER PER ASTM C494, TYPE F OR G
5) ALL REINFORCING BARS, DOWELS, AND TIES SHALL CONFORM TO ASTM A615, GRADE 60. ALL REINFORCING STEEL SHALL BE CONTINUOUS.
6) REINFORCING STEEL SPLICES SHALL BE IN ACCORDANCE WITH ACI 318 SECTIONS 12.15, 12.16. PROVIDE CLASS B SPLICES FOR VERTICAL AND HORIZONTAL WALL STEEL AND LONGITUDINAL AND TRANSVERSE FOOTING STEEL. PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL REINFORCING IN FOOTING.
7) REINFORCED CONCRETE WALLS AND TRENCH FOOTINGS SHALL HAVE CORNER BARS AT ALL INTERSECTIONS OF THE SAME SIZE AND SPACING OF THE MAIN HORIZONTAL REINFORCING.
8) PROVIDE 2 #5 BARS EACH SIDE OF ALL OPENINGS AND 2-#5 X 4'-0" DIAGONAL BARS AT CORNERS OF OPENINGS.
9) PROVIDE DOWELS BETWEEN ALL FOOTINGS, WALLS, AND PIERS TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING.
WALL BRACING NOTES:
1) WALL BRACING TO BE CONTINUOUS TYPE
2) ALL EXTERIOR WALLS SHALL HAVE 7/16" OSB CONTINUOUS INSTALLED ON EXTERIOR SIDE OF STUD.
3) NAILING SHALL BE WITH 8d NAILS @ 12" IN THE FIELD AND 6" AT THE EDGES UNO.
4) ALL CORNERS SHALL BE CONSTRUCTED PER SK-8 CORNER DETAIL.
5) ALL INTERIOR GYPSUM SHALL BE ATTACHED BY THE FOLLOWING SCHEDULE:Interior Wall Bracing Gypsum Fastening ScheduleFasteners:-Nails13 gage, 1 3/8" long, 19/64 head0.098" diameter, 1 1/4" long annular-ringed, 5d cooler nail0.086" diameter, 1 5/8" long, 15/64" headgypsum board nail, 0.086" diameter, 1 5/8" long, 9/32" head
-ScrewsType S or W per ASTM C 1002 and to be 1 1/8" long min.
Maximum Spacing of Fasteners (max stud spacing 16" o.c.)-WITHOUT AdhesiveNails 8" o.c.Screws 16" o.c.-With AdhesiveNails 16" o.c.Screws 24" o.c.
6) REFERENCE SKETCHES FOR SPECIFIC DETAILS FOR ADDITIONAL BRACING
GENERAL NOTES:
1. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL.
2. ALL STEEL FABRICATION AND ERECTION SHALL MEET ALL A.I.S.C. CODE
3. BRACE ALL WALLS PRIOR TO PLACING BACKFILL
4. HEADERS, JOISTS, AND RAFTERS SHALL BE #2 OR BETTER SPF MINIMUM
6. ALL STAIRWAYS SHALL HAVE 6'-8" MIN. HEADROOM WITH 10" TREAD & MAX. 7 3/4" RISER
7. DOUBLE OR LADDER JOIST UNDER ALL PARALLEL PARTITIONS
8. APPROVED FIRESTOP MATERIALS SHALL BE PROVIDED IN ALL DROPS AND CHASES FOR ELECTRICAL, PLUMBING, AND HVAC
9. JOB SET OF PLANS FOR BUILDING MUST BE ON-SITE FOR ALL ROUGH FRAMING INSPECTIONS
10. ALL WORK COVERED WITHOUT INSPECTION WILL BE REQUIRED TO BE UNCOVERED AND INSPECTED
11. ALL ANGLES SHALL BE 45 degrees UNLESS OTHERWISE NOTED
12. DO NOT SCALE DRAWINGS - USE GIVEN DIMENSIONS13. CONSTRUCTION OF BUILDING and THERMAL ENVELOPE SHALL COMPLY
WITH MRC 2015 and MUEC 2015 & ALL CERTIFICATIONS AND INSPECTIONSSHALL BE PROVIDED FOR TOWNSHIP APPROVAL.
5. WINDOW ROUGH OPENINGS GIVEN ARE FOR "MARVIN ULTIMATE CLAD" UNITS - VERIFY WITH SUPPLIER
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PROPOSED UPPER LEVEL
9
MAIN LEVEL DEMO PLAN
PROPOSED MAIN LEVEL
ROOF PLAN
LOWER LEVEL ELECTRICAL PLAN
13LEFT ELEVATION
PROPOSED LOWER LEVEL
GROSS SQUARE FOOTAGE CALCULATION
PROPOSED RESIDENCE OF FRENKEL
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4,105 SQ. FT.
UPPER LEVEL NEW 297 SQ. FT.
MAIN LEVEL NEW
UPPER LEVEL EXISTING 1,479 SQ. FT.
24 SQ. FT.MAIN LEVEL TOTAL 2,329 SQ. FT.
UPPER LEVEL TOTAL 1,776 SQ. FT.
*LANAI (OUTDOOR LIVING) 460 SQ. FT. *PATIO (OUTDOOR LIVING) 284 SQ. FT.
10MAIN LEVEL ELECTRICAL PLAN11UPPER LEVEL ELECTRICAL PLAN12REAR & RIGHT ELEVATIONS
FOUNDATION PLAN
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20 in 2)
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Live Loads
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Attics w/ storage 20 psf
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Rooms other than 40 psf
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Decks 40 psf
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Fire Escapes 40 psf
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Attics w/0 storage 10 psf
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Rails
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Snow Load Importance Factor, Is
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Flat Roof Snow Load, pf
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pg =25 psf
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Thermal Factor, Ct
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Ground snow load, pg
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Exposure Factor, Ce
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Ct=1.1
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Is=1.0
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Ce = 1.0
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Sleeping Rooms 30 psf
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Stairs 40 psf
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Internal Pressure Coefficient, GCpi
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Compent and Cladding Pressure
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Design pressure = 19.5psf
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GCpi = +/-0.18
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Exposure B
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Enclosure Classification
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Wind Exposure Catagory
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Enclosed
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Iw =1.0
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V = 115mph
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Exposure Factor, Iw
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Basic Wind Speed, V
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pf= 19.25 psf
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sleeping
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Snow Loads [MRC R301.2.3, ASCE 7-10
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Wind Loads [MRC R301.2.1, ASCE 7-10
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pf= 0.7 Ce Ct Is pg = 0.7x1.0x1.1x1.0x25
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Passenger Vehicle 50 psf (or 2000
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Garages lbs projected on
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Guard Rails and Hand 200 lbs point ld. in any direction
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General Design Loads
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Soil Considerations [MRC R401.4.1]
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Confirmed Load-bearing Values
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Seismic Design Category A
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Seismic Use Group
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Seismic Use Group I
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Seismic Design Category A
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[MRC R301.2.2]
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Silty sand and sandy clay
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3,000 psf
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Therefore, Seismic provisions are not required.
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Earthquake Design Data [MRC R301.2.2, ASCE 7-10
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General Design Loads
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E.M.
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%%U2-CAR GARAGE
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%%UPOWDER
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E.P.
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E.P.
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FURNACE #1
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BUILT-IN
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%%UPLAY ROOM
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7'-5" CLG. HT.
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CLG. DROP
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6'-11" CLG. HT.
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10'-5" CLG. HT.
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DN 5 R.
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CLOSET
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UP 8 R.
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CLOSET
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%%USLAB
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FURNACE #2
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WATER HEATER
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(NO WORK)
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(NO WORK)
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(NO WORK)
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RELOCATE COLUMN
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REMOVE BLOCK WALL.
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REWORK FOR NEW STAIR LOCATION
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REMOVE GARAGE DOOR AND PORTION OF EXTERIOR WALL
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WALL LEGEND
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EXISTING CONSTRUCTION
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NEW CONSTRUCTION
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CONSTRUCTION TO BE REMOVED
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%%UKITCHEN
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%%UPORCH
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%%UNOOK
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%%UDINING
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DOWN 1'-6" FROM MAIN LEVEL
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UP 6 R.
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BOOKS
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FRIDGE
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BOOKS
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EXIST. F.P.
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SHORE EXIST. WALLS FOR REMOVAL
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DN TO BSMT.
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%%UFOYER
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DW
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CLIP
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D.O.
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ISLAND
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FREEZER
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2-STORY
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BOOKS
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SOFFIT @ 10'-8"
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EXIST. F.P.
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REMOVE ISLAND CABINETS FOR MODIFICATION/ REUSE
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SALVAGE FRDIGE/FREEZER FOR REINSTALLATION
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DEMO BUILT-IN
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REMOVE TO REPLACE FRONT DOOR
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%%UBAR
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(FLOORING TO REMAIN)
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REMOVE FLOORING
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DEMO CLOSET INTERIORS
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SALVAGE WASHER/ DRYER FOR REINSTALLATION
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OPEN TO BELOW
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SOFFIT @ 10'-8"
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(NO WORK)
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SHORE EXIST. WALLS FOR REMOVAL
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DEMO WINDOW
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REMOVE DOORS & FRAMES
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(NO WORK)
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(NO WORK)
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(NO WORK)
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(NO WORK)
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(NO WORK)
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(NO WORK)
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(NO WORK)
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(NO WORK)
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%%UPRIMARY
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DROP FLOOR TO BEDROOM LEVEL
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DEMO ALL COUNTERTOPS, TILE, PLUMBING FIXTURES & VANITIES IN PRIMARY BATH AND BATH #3. CAP ALL FIXTURES BELOW FLOOR.
