BergmannNiemann Theories of European Integration Final Version 00000003 (1)
Matthew K. Cummins mobile: 931.284.2115 Brian K. Eicholtz ...catawbaorchardbeach.com/1125 Holdings...
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Q R S T F G H I K J L A B C U W M N O P D E ABBREVIATIONS POINT POUNDS PER SQUARE INCH PSI PSL PT. RADIUS RISER QUANTITY RAFTERS REFRIGERATOR SECOND ROOM SQ. FT. REFERENCE REQUIRED PVC QTY. PWF RAFT. RAD. R. REF. SEC. SF R.O. RM. REFER. REQ. REINF. SINGLE SHEET STRUCTURAL SIDE LIGHT SHOWER SIMILAR TREAD STEEL STRUCTURAL STORAGE STANDARD SPEC. S.L. SH. SGL. SIM. SHT. TBD. T. T&G. STR. STD. STL. SS SSTL. SQ. POLYVINYL CHLORIDE PERMANENT WOOD FOUNDATION TO BE DETERMINED TONGUE AND GROOVE SPECIFICATIONS INSULATED PANEL SELECT STRUCTURAL STAINLESS STEEL SQUARE FOOT OR ROUGH OPENING REINFORCEMENT/ REINFORCED PARALLEL STRAND LUMBER FINISH FLOOR FURNACE FLOOR DRAIN FOUNDATION F.D. FDN. FLR. FIN. F. F.F.E. FUTURE FOOTING GAUGE HEADER HEIGHT FIRE TREATED GYPSUM BOARD GLUE-LAMINATED GALVANIZED HOLLOW METAL HEATING, VENTILATING & AIR CONDITIONING HARDWOOD HORIZONTAL JOIST INCLUDE INCH INTERIOR LINEN POUNDS LAVATORY KITCHEN INSULATION LONG OR LENGTH LONG LEG HORIZONTAL LONG LEG VERTICAL LIVE LOAD LINEAL FEET LAMINATED INSIDE DIAMETER FUT. FTG. GA. H.M. HT. JST. IN. INT. LG. LIN. LL LB. LAV. LAM. LF KIT. I.D. FTRT. GYP. BD. GALV. GLU-LAM HDR. HDWD. HVAC HOR. INCL. INSUL. LLV LLH FT. FEET / FOOT FINISH FLOOR ELEVATION @ AT BM. BOT. BD. BRM. BSMT. BRG. CIR. C.J. CLG. CAB. C.L. C/C C.B. C.F. ARCH. ARCHITECT/ARCHITECTURAL APPROX. APPROXIMATELY ANOD. ANODIZED ALUM. ALUMINUM ALT. ALTERNATE A.F.G. ABOVE FINISH GRADE A.F.F. ABOVE FINISH FLOOR ADJ. ADJUSTABLE ANC. ANCHOR A/C AIR CONDITIONING BELOW FINISH FLOOR BEDROOM BASEMENT BOTTOM OF BEAM BEAM BEARING BOTTOM BUILDING BOARD CONTROL JOINT CIRCLE CEILING CATCH BASIN CENTERLINE CENTER TO CENTER CUBIC FOOT CABINET TOP OF SLAB TRANSOM TOP OF WALL TOP OF STEEL TOP OF BEAM UNEXCAVATED OTHERWISE UNLESS NOTED TRAPEZOID TYPICAL TELEVISION TREATED T.O.SL. TRANS. T.O.ST. T.O.W. T.O.FTG. T.O.P. T.O.B. UNEX. U.N.O. TJI TRAP. TYP. TV. TRT. WEIGHT WASHER WITH WITHOUT W.I.C. WWF WT. W WD. # W/ W/O WWM WATER HEATER WALK IN CLOSET NUMBER (OR POUNDS) WELDED WIRE MESH WELDED WIRE FABRIC TRUSJOIST INC. TOP OF FOOTING TOP OF PLATE LUMBER MASONRY MAXIMUM MANHOLE LIGHT LUMBER NUMBER NOMINAL MINIMUM NOT APPLICABLE NOT IN CONTRACT MISCELLANEOUS MANUFACTURER MASONRY OPENING LAMINATED VENEER MEZZANINE MICROWAVE MECHANICAL OPENING PLYWOOD PANTRY PLUMBING PLATE NOT TO SCALE NORTHERN RED OAK OUTSIDE DIAMETER OVERHEAD ON CENTER OUT TO OUT POLYETHYLENE PERIMETER PRELIMINARY POUNDS PER LINEAL FOOT LT. MH NO. N/A M.O. MW MIN. O.D. O.H. O.C. O.O. PSF PLF PL. LVL MISC. N.I.C. NOM. N.T.S. NRO MEZZ. MAS. MAX. MFR. MECH. OPG. O.S.B. PER. PRELIM. PLYWD. POLY. PAN. PLMB. POUNDS PER SQUARE FOOT ORIENTED STRAND BOARD CLO. CONT. CONC. C.M.U. CPT COL. C.T. CSMT. CON. C.O. DH DIAG. DEG. DBL. DIA. DF DET. DIM. CY. CU. DS DR. DWG. D/W EA. E.J. E.I.F.S. EXIST. EXH. EQUIP. ELEV. EQ. ELEC. DN. EXT. DISHWASHER DOWN SPOUT DOWN DOOR DRAWING CONCRETE MASONRY UNIT DOUBLE HUNG DIAMETER DIMENSION DOUGLAS FIR CUBIC YARDS DIAGONAL DEGREE DOUBLE DETAIL CUBIC CONSTRUCTION CONCRETE CONTINUOUS CERAMIC TILE CASED OPENING CLOSET COLUMN CARPET EXTERIOR INSULATION EQUIPMENT ELEVATION EXHAUST EXISTING EXTERIOR EQUAL FINISH SYSTEM EXPANSION JOINT EACH ETHYLENE PROPYLENE DIENE MONOMER CASEMENT LAMINATED STRAND LSL THICKNESS THK. F.E. FIRE EXTINGUISHER F.E.B. FIRE EXTINGUISHER W/ WALL BRACKET F.E.C. FIRE EXTINGUISHER W/ CABINET FIBERGLASS REINF. PLASTIC FRP SHEATHING SHT'G. DESIGN CRITERIA THE FOLLOWING DESIGN CRITERIA WAS USED IN THE DESIGN OF THIS RESIDENCE. THE BUILDER AND/ OR THE PURCHASER OF THESE PLANS IS FULLY RESPONSIBLE FOR REVIEWING THE DESIGN CRITERIA. ADDITIONAL DESIGN CRITERIA MAY ALSO BE REQUIRED TO BE CONSIDERED, THIS IS ALSO THE RESPONSIBILITY OF THE BUILDER AND/ OR THE PURCHASER OF THESE PLANS. THE PLANS MUST BE REVIEWED AND ADJUSTED ACCORDINGLY BY THE BUILDER AND OR PURCHASER OF THESE PLANS (CONSULTATION WITH A LOCAL ENGINEER IS RECOMMENDED) TO MEET THE ACTUAL DESIGN CRITERIA OF THE CHOSEN SITE. THE BUILDER AND/ OR PURCHASER OF THESE PLANS WILL ALSO NEED TO VERIFY THE APPROPRIATE CODES AND ORDINANCES THAT WILL GOVERN THE PROJECT ACCORDING TO THE LOCAL AUTHORITY HAVING JURISDICTION (USUALLY THE LOCAL BUILDING DEPARTMENT). ALL SUCH ADJUSTMENTS FOR ACTUAL DESIGN CRITERIA AND TO MEET LOCAL CODES SHALL TAKE PRECEDENCE OVER THE INFORMATION IN THESE PLANS. BUILDING CODE USED IN THESE DOCUMENTS: MICHIGAN RESIDENTIAL CODE 2003 BASIC WIND SPEED: 90 MPH EXPOSURE CATEGORY: B SEISMIC CATEGORY: C (DETACHED ONE AND TWO FAMILY DWELLINGS IN THIS CATEGORY ARE EXEMPT FROM THE SEISMIC REQUIREMENTS OF THE CODE) CONCRETE WEATHERING PROBABILITY: SEVERE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA: GROUND SNOW LOAD: 20 PSF SUBJECT TO DAMAGE FROM: MINIMUM DISTANCE OF FOOTING BELOW GRADE (FROST LINE DEPTH) : 36" TERMITE INFESTATION PROBABILITY : MODERATE TO HEAVY DECAY PROBABILITY : SLIGHT TO MODERATE WINTER DESIGN TEMPERATURE: 6¡F ICE SHIELD UNDERLAYMENT REQUIRED: YES (IN ACCORDANCE WITH LOCAL CODE) FLOOD HAZARD ZONE: N/A AIR FREEZING INDEX: 1000 MEAN ANNUAL TEMPERATURE: 50 DESIGN LOADS USE LIVE LOAD DEAD LOAD 20 PSF ROOF (GROUND SNOW LOAD) 15 PSF 20 PSF (GROUND SNOW LOAD) 20 PSF ROOF WITH CEILING ATTACHED 10 PSF 20 PSF ATTICS WITH LIMITED STORAGE (PITCH MUST BE OVER 3/12) 10 PSF 5 PSF ATTICS WITH NO STORAGE DECKS 40 PSF 10 PSF EXTERIOR BALCONIES 60 PSF 10 PSF GUARDRAILS AND HANDRAILS (SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP) 200 LBS. N/A N/A 50 PSF GUARDRAIL IN-FILL COMPONENTS - BALUSTERS, PANELS, ETC. (HORIZONTAL NORMAL LOAD) 10 PSF 40 PSF ROOMS OTHER THAN SLEEPING ROOMS SLEEPING ROOMS 30 PSF 10 PSF 10 PSF STAIRS 40 PSF (OR 300 LB. CONCENTRATED LOAD APPLIED TO 4 SQ. INCHES WHICHEVER PRODUCES THE GREATER STRESSES) STRUCTURAL MEMBER ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ALLOWABLE LIVE LOAD DEFLECTION RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/ 180 H/ 180 INTERIOR WALLS AND PARTITIONS L/ 360 FLOORS AND PLASTERED CEILINGS ALL OTHER STRUCTURAL MEMBERS L/ 240 EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/ 360 EXTERIOR WALLS - WIND LOADS WITH BRITTLE FINISHES L/240 L/120 EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE FINISHES 5. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, CONNECTIONS SHALL DEVELOP THE FULL ANCHOR BOLTS SHALL BE FABRICATED FROM ASTM A36 ROUND BAR STOCK BASE PLATES SHALL BE WELDED TO COLUMNS. STRENGTH OF THE MEMBER AS DETERMINED BY THE LOAD TABLES IN THE AISC MANUAL. BOLTED CONNECTIONS SHALL BE OF 3/4" DIA., A325, WITH A MINIMUM OF 2 BOLTS ALL WELDING SHALL BE IN ACCORDANCE WITH THE LATEST AISC AND AWS SPECIFICATIONS PER CONNECTION. USING E70 ELECTRODES. 6. 7. 8. 9. DESIGN, DETAIL, FABRICATE, AND ERECT STEEL IN ACCORDANCE WITH THE LATEST AISC STEEL SHAPES SHALL BE ASTM A36; TUBING ASTM A500 GRADE B; AND PIPE ASTM A53 GRADE B. ALL STRUCTURAL STEEL SHALL HAVE ONE SHOP COAT OF APPROVED PRIMING PAINT. PARTS CONNECTIONS SHALL BE SHOP WELDED AND FIELD BOLTED UNLESS OTHERWISE SHOWN. SPECIFICATIONS. STRUCTURAL STEEL 1. 2. 3. 4. CHASES, RISES, CONDUITS, OR TOOTHING OF MASONRY SHALL NOT OCCUR WITHIN 1'-4" OF CENTERLINE CONCRETE MASONRY UNITS SHALL BE ASTM C-90, GRADE N, TYPE I, UNLESS NOTED OTHERWISE, WITH A MINIMUM COMPRESSIVE STRENGTH OF MASONRY (fm') OF 1500 PSI. MORTAR SHALL BE TYPE S OR M BELOW GRADE AND TYPE S ABOVE GRADE, UNLESS NOTED OTHERWISE. THREE COURSES (24" MIN) OF SOLID BEARING, BUILT IN A PYRAMID FASHION, SHALL BE PROVIDED BELOW ALL BEAM AND JOIST BEARINGS AND LINTELS IN BEARING WALLS. OTHER LINTELS OR LOAD CONCENTRATIONS SHALL BE PROVIDED WITH 16" MINIMUM DEPTH OF SOLID MASONRY BEARING. PROVIDE A REINFORCED BOND BEAM COURSE BELOW ALL SECOND SINGLE WYTHE WALLS SHALL HAVE TRUSS DESIGN MASONRY WALL REINFORCEMENT IN EVERY OTHER HORIZONTAL JOINT (16" c/c) AND IN EACH JOINT (8" c/c) FOR TWO JOINTS ABOVE AND BELOW OPENINGS. REINFORCEMENT SHALL BE CONTINUOUS WITH 6" MINIMUM LAPS. REINFORCEMENT AT OPENINGS SHALL EXTEND 2' BEYOND EACH SIDE OF THE OPENING. CAVITY WALLS SHALL HAVE ONE ROD FOR EACH BED JOINT. NO "TRUSS" RODS SHALL PROVIDE CONTROL JOINTS IN CONCRETE MASONRY WALLS AT A MAXIMUM SPACING OF 40' c/c OR AS OTHERWISE SHOWN ON THE DRAWINGS. EXPANSION JOINTS IN BRICK MASONRY VENEERS SHALL BE PROVIDED AT A MAXIMUM SPACING OF 20' c/c OR AS OTHERWISE SHOWN ON THE DRAWINGS. 6. FLOOR JOIST BEARINGS. EXTEND THROUGH THE CAVITY. OF LOAD CONCENTRATIONS. 4. 5. MASONRY 2. 3. 1. SEE TABLE R301.2(7) INTERNATIONAL RESIDENTIAL BUILDING CODE FOR AIR-ENTRAINED CONCRETE UNLESS NOTED OR SPECIFIED OTHERWISE, CONCRETE SHALL BE CONTROLLED STONE OR GRAVEL CONCRETE. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM 28 DAY 30 BAR DIAMETERS OR SEPARATE CORNER BARS SHALL BE PROVIDED PROVIDE THE FOLLOWING PROTECTION (COVER) OVER REINFORCING: MEMBERS IN CONTACT WITH OR OVER WATER FORMED MEMBERS IN CONTACT WITH EARTH MEMBERS PLACED AGAINST EARTH DESIGN, DETAIL, FABRICATE, AND ERECT REINFORCING STEEL ACCORDING TO THE LATEST ACI AND CRSI SPECIFICATIONS FROM ASTM A-615, GRADE 60 MATERIAL. WALL AND FOOTING REINFORCING SHALL BE HOOKED AROUND CORNERS A MINIMUM OF REINFORCING BARS SHALL LAP A MINIMUM OF 30 BAR DIAMETERS, BUT NOT LESS THAN 12". PROVIDE A 1" NOMINAL CHAMFER AT ALL EXPOSED CORNERS OF BEAMS, COLUMNS, AND WALLS. AT ALL CONSTRUCTION JOINTS PROVIDE KEYWAYS 1 1/2" DEEP BY 1/3 THE WIDTH OF THE PROVIDE CONTROL JOINTS IN FLOOR SLABS AT 20' c/c MAXIMUM EACH WAY UNLESS OTHERWISE NOTED ON DRAWINGS. MAXIMUM AREA NOT TO EXCEED 400 SQ. FT. COLUMNS, BEAMS, AND GIRDERS SLABS AND WALLS PROVIDE ALL SLEEVES, INSERTS, HANGERS, ETC., NECESSARY TO THE JOB. MEMBER (3 1/2" MIN). 11. 7. 8. 9. 6. 10. COMPRESSIVE STRENGTHS: UNEXPOSED FOUNDATIONS 4. 5. 3. 2. CONCRETE 1. DESIGN, FURNISH, AND PLACE CONCRETE IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OF THE ACI. 2500 PSI 3000 PSI 2500 PSI INTERIOR SLABS OTHER THAN GARAGE SLAB BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE SURFACES EXPOSED TO WEATHER ANY FLATWORK EXPOSED TO THE WEATHER INCLUDING GARAGE SLAB 4500 PSI 3/4" 1 1/2" 3" 2" 2" STRUCTURAL FRAMING LUMBER MASONRY CONSTRUCTION SHALL CONFORM TO THE LATEST ACI AND NCMA SPECIFICATIONS PERTINENT TO THE PARTICULAR TYPE OF CONSTRUCTION OR CONDITION OCCURRING. FLOOR JOISTS, CEILING JOISTS, HEADERS, AND ROOF RAFTERS, IN-GRADE BASE DESIGN VALUES, SPRUCE-PINE-FIR (SPF) SPECIES, Fb = 875 PSI, Ft = 450 PSI, FC PERPENDICULAR = 425 PSI, Fc PARALLEL = 1150 PSI, Fv = 70 PSI, E = 1,400,000 PSI, GRADE NO. 2 OR BETTER, U.S. DOMESTIC OR CANADIAN 1. WALL STUDS, IN GRADE BASE DESIGN VALUES, SPRUCE-PINE-FIR (SPF) SPECIES, Fb = 675 PSI, Fv = 70 PSI, Ft = 350 PSI, Fc PERPENDICULAR = 425 PSI, Fc PARALLEL = 725 PSI, E = 1,200,000 PSI, STUD GRADE OR BETTER, CANADIAN 2. 3. COLUMN, BEAM, OR HEADER PRODUCT, LAMINATED VENEER LUMBER (LVL), MICROLLAM BY TRUSJOIST MACMILLAN, Fb = 2600 PSI, E = 1,900,000 PSI, Fc PERPENDICULAR = 750 PSI (PARALLEL TO GLUE LINE), Fc PARALLEL = 2510 PSI, Fv = 285 PSI (HORIZ. SHEAR PERPENDICULAR TO GLUE LINE), G = 118,750 PSI (SHEAR MODULUS OF ELASTICITY) COLUMN, BEAM, OR HEADER PRODUCT, PARALLEL STRAND LUMBER (PSL), PARALLAM PSL BY TRUSJOIST MACMILLAN, Fb = 2900 PSI, E = 2,000,000 PSI, Fc PERPENDICULAR = 750 PSI (PARALLEL TO WIDE FACE OF STRANDS), Fc PARALLEL = 2900 PSI, Fv = 290 PSI (HORIZ. SHEAR PERPENDICULAR TO WIDE FACE OF STRANDS), G = 125,000 PSI (SHEAR MODULUS OF ELASTICITY) 4. BEAM, HEADER, OR RIM JOIST PRODUCT, LAMINATED STRAND LUMBER (LSL), TIMBER STRAND LSL BY TRUSJOIST MACMILLAN, Fb = 1700 PSI, E = 1,300,000 PSI, Fc PERPENDICULAR = 680 PSI (PARALLEL TO WIDE FACE OF STRANDS), FC PERPENDICULAR = 0 PSI (PERPENDICULAR TO WIDE FACE OF STRANDS), Fc PARALLEL = 1400 PSI, Fv = 400 PSI (TO WIDE FACE OF STRANDS), G = 81,250 PSI (SHEAR MODULUS OF ELASTICITY) 5. MOISTURE TREATED LUMBER, WET SERVICE CM @ 0.85 X Fb BASE = Fb WET, 0.4 PCF TREATMENT DENSITY, ABOVE GRADE USE, 19% MAX. MOISTURE CONTENT, FOR EXTERIOR DECKS OR PORCHES, IN GRADE BASE VALUES, SOUTHERN YELLOW PINE (SYP), U.S. DOMESTIC, BASE @ 2X4 Fb = 1500 PSI, 2X6 Fb = 1250 PSI, 2X8 Fb = 1200 PSI, 2X10 Fb = 1050 PSI, 2X12 Fb = 975 PSI, Fv = 90 PSI, Fc PERPENDICULAR 565 PSI, Fc PARALLE = 1450 - 1600 PSI, E = 1,600,000 PSI, GRADE NO. 2 OR BETTER 6. © COPYRIGHT ISSUE DATE: ID NUMBER: DRAWN: CHECKED: Contact The Red Cottage: Brian K. Eicholtz mobile: 616.218.5123 [email protected] Matthew K. Cummins mobile: 931.284.2115 [email protected] THESE DRAWINGS ARE A GRAPHICAL GUIDE FOR THE EXPERIENCED BUILDER TO USE AS REFERENCE FOR BUILDING THE PROJECT DESCRIBED HEREIN. IT IS THE RESPONSIBILITY OF THE BUILDER AND/ OR THE PURCHASER OF THESE PLANS TO VERIFY ALL LOCAL CODES, ORDINANCES, DESIGN CRITERIA, SITE CONDITIONS AND ETC. IF ANY VARIABLES REQUIRE THAT CHANGES BE MADE TO THESE DRAWINGS THOSE CHANGES MUST TAKE PRECENDENT TO WHAT IS SHOWN. THESE DRAWINGS ARE THE COPYRIGHT OF Brian K. Eicholtz Design, LLC. THE PURCHASER OF THESE DRAWINGS HAS PURCHASED THE RIGHT TO BUILD THE DRAWING SHOWN ONE TIME ONLY. IF THIS PROJECT OR A DERIVATIVE OF THIS PROJECT IN ACCORDANCE WITH FEDERAL COPYRIGHT LAWS IS TO BE BUILT MORE THAN ONCE, EVEN WITH DESIGN CHANGES, ADDITIONAL RIGHTS MUST BE PURCHASED. MULTIPLE BUILDING RIGHTS ARE VERY INEXPENSIVE, ESPECIALLY WHEN COMPARED TO ANY LEGAL EXPENSES THAT WOULD BE INCURRED BY DISREGARDING THIS WARNING. TO REPORT COPYRIGHT VIOLATIONS PLEASE CALL (616)218-5123. , Brian K. Eicholtz G1.0 General Notes & Design Criteria 2015-09-15 1041-21 BKE MKC 1125 Holdings LLC Residence 2007 A1.0 Foundation Plan and Typ. Wall Section A1.1 Main Level Floor Plan A1.2 Second Level Floor Plans A3.1 Exterior Elevations A3.2 Exterior Elevations A4.1 Cross Sections and Detail A4.2 Cross Sections A6.0 Roof Plan Drawing Index SHEET NUMBER SHEET NAME G1.0 General Notes & Design Criteria G1.1 Perspective Views G1.2 Isometric Views The Adorable Hillside Cottage Net Floor Area Title Area Loft Balcony 185 SF Balcony Total 185 SF Covered Porch 950 SF Screened Porch 137 SF Covered Porch Total 1087 SF Two Car Garage 745 SF Garage Total 745 SF Lower Level Living 494 SF Main Level Living 1336 SF Second Level Living 653 SF Living Total 2483 SF Sunken Patio 253 SF Patio Total 253 SF Unfinished Basement 98 SF Unfinished Total 98 SF Grand total 4851 SF Gross Area Title Area Balcony 193 SF Balcony Total 193 SF Covered Porch 1215 SF Covered Porch Total 1215 SF Garage 881 SF Garage Total 881 SF Lower Level 711 SF Main Level 1551 SF Second Level 693 SF Living Total 2954 SF Grand total 5244 SF
Transcript of Matthew K. Cummins mobile: 931.284.2115 Brian K. Eicholtz ...catawbaorchardbeach.com/1125 Holdings...
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Contact The Red Cottage:Brian K. Eicholtzmobile: [email protected]
Matthew K. Cumminsmobile: [email protected]
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OF T
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PLA
NS TO
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IFY A
LL LO
CAL
CODE
S, OR
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, DES
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ITE C
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AND
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WITH
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CHAS
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ULTIP
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HTS A
RE V
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PENS
IVE,
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LY W
HEN
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PARE
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S THA
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LD BE
INCU
RRED
BYDI
SREG
ARDI
NG TH
IS W
ARNI
NG.
TO R
EPOR
T COP
YRIG
HT V
IOLA
TIONS
PLE
ASE C
ALL (
616)
218-
5123
.
, Bria
n K.
Eic
holtz
G1.
2
Isometric Views2015-09-15
1041-21
MKC
BKE
1125 Holdings LLC Residence
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Fron
t-L
eft
Isom
etri
cFr
ont-
Rig
ht I
som
etri
c
Rea
r-L
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Isom
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met
ric
Bath
Bedr
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Clos
et
Entry
Two
Car G
arag
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Mec
hanic
al
Elev.
Eleva
tor
Equip
men
t
Hall
Clos
et
Sunk
en P
atio
Living
Spac
e
Attic
Base
men
t
©C
OPY
RIG
HT
ISSUEDATE:
IDNUMBER:
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CHECKED:
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THES
E DRA
WIN
GS A
RE A
GRA
PHIC
AL G
UIDE
FOR
THE E
XPER
IENCE
D BU
ILDER
TO U
SE A
S REF
EREN
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R BU
ILDIN
G TH
E PRO
JECT
DESC
RIBED
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EIN. I
T IS T
HE R
ESPO
NSIBI
LITY
OF TH
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LDER
AND
/ OR
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OF T
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PLA
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IFY A
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CAL
CODE
S, OR
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NCES
, DES
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CRITE
RIA, S
ITE C
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AND
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HT O
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OF T
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IS PR
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S IS T
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BUILT
MOR
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CE, E
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S THA
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INCU
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SREG
ARDI
NG TH
IS W
ARNI
NG.
TO R
EPOR
T COP
YRIG
HT V
IOLA
TIONS
PLE
ASE C
ALL (
616)
218-
5123
.
, Bria
n K.
Eic
holtz
A1.
0
Foundation Plan and Typ. Wall Section2015-09-15
1041-21
MKC
BKE
1125 Holdings LLC Residence
2007
Low
er L
evel
Flo
or/
Foun
dati
on P
lan
Typ
ical
Wal
l Sec
tion
Cove
red
Porc
h
Foye
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Kitch
en
Dinin
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Living
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Mas
ter B
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Mas
ter S
uite
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Elev.
Scre
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Por
ch
Cove
red
Porc
h
Laun
.
His
Toile
t
Ante
Clos
et
Cove
red
Porc
h ©C
OPY
RIG
HT
ISSUE DATE:
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THES
E DRA
WIN
GS A
RE A
GRA
PHIC
AL G
UIDE
FOR
THE E
XPER
IENCE
D BU
ILDER
TO U
SE A
S REF
EREN
CE FO
R BU
ILDIN
G TH
E PRO
JECT
DESC
RIBED
HER
EIN. I
T IS T
HE R
ESPO
NSIBI
LITY
OF TH
E BUI
LDER
AND
/ OR
THE P
URCH
ASER
OF T
HESE
PLA
NS TO
VER
IFY A
LL LO
CAL
CODE
S, OR
DINA
NCES
, DES
IGN
CRITE
RIA, S
ITE C
ONDI
TIONS
AND
ETC.
IF A
NY V
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NGES
BE M
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NGES
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O W
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WN.
THES
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WIN
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RE TH
E COP
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HT O
F Bria
n K.
Eich
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n, LL
C. T
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ASER
OF T
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DRA
WIN
GS H
AS P
URCH
ASED
THE R
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TO BU
ILD TH
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G SH
OWN
ONE T
IME O
NLY.
IF TH
IS PR
OJEC
T OR
A DE
RIVAT
IVE O
F THI
S PRO
JECT
IN A
CCOR
DANC
E WITH
FEDE
RAL
COPY
RIGHT
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S IS T
O BE
BUILT
MOR
E THA
N ON
CE, E
VEN
WITH
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CHAN
GES,
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TIONA
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HTS M
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CHAS
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ULTIP
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LY W
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PARE
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SREG
ARDI
NG TH
IS W
ARNI
NG.
TO R
EPOR
T COP
YRIG
HT V
IOLA
TIONS
PLE
ASE C
ALL (
616)
218-
5123
.
, Bria
n K.
Eic
holtz
A1.
1
Main Level Floor Plan2015-09-15
1041-21
BKE
MKC
1125 Holdings LLC Residence
2007
Mai
n L
evel
Flo
or P
lan
Bedr
oom
Bath
Loft
WIC
Elev.
Balco
ny
Toile
t
©C
OPY
RIG
HT
ISSUE DATE:
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CHECKED:
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THES
E DRA
WIN
GS A
RE A
GRA
PHIC
AL G
UIDE
FOR
THE E
XPER
IENCE
D BU
ILDER
TO U
SE A
S REF
EREN
CE FO
R BU
ILDIN
G TH
E PRO
JECT
DESC
RIBED
HER
EIN. I
T IS T
HE R
ESPO
NSIBI
LITY
OF TH
E BUI
LDER
AND
/ OR
THE P
URCH
ASER
OF T
HESE
PLA
NS TO
VER
IFY A
LL LO
CAL
CODE
S, OR
DINA
NCES
, DES
IGN
CRITE
RIA, S
ITE C
ONDI
TIONS
AND
ETC.
IF A
NY V
ARIA
BLES
REQ
UIRE
THAT
CHA
NGES
BE M
ADE T
O TH
ESE
DRAW
INGS
THOS
E CHA
NGES
MUS
T TAK
E PRE
CEND
ENT T
O W
HAT I
S SHO
WN.
THES
E DRA
WIN
GS A
RE TH
E COP
YRIG
HT O
F Bria
n K.
Eich
oltz D
esig
n, LL
C. T
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URCH
ASER
OF T
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DRA
WIN
GS H
AS P
URCH
ASED
THE R
IGHT
TO BU
ILD TH
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WIN
G SH
OWN
ONE T
IME O
NLY.
IF TH
IS PR
OJEC
T OR
A DE
RIVAT
IVE O
F THI
S PRO
JECT
IN A
CCOR
DANC
E WITH
FEDE
RAL
COPY
RIGHT
LAW
S IS T
O BE
BUILT
MOR
E THA
N ON
CE, E
VEN
WITH
DES
IGN
CHAN
GES,
ADDI
TIONA
L RIG
HTS M
UST B
E PUR
CHAS
ED. M
ULTIP
LEBU
ILDIN
G RIG
HTS A
RE V
ERY
INEX
PENS
IVE,
ESPE
CIAL
LY W
HEN
COM
PARE
D TO
ANY
LEGA
L EXP
ENSE
S THA
T WOU
LD BE
INCU
RRED
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SREG
ARDI
NG TH
IS W
ARNI
NG.
TO R
EPOR
T COP
YRIG
HT V
IOLA
TIONS
PLE
ASE C
ALL (
616)
218-
5123
.
, Bria
n K.
Eic
holtz
A1.
2
Second Level Floor Plans2015-09-15
1041-21
MKC
BKE
1125 Holdings LLC Residence
2007
Sec
ond
Lev
el F
loor
Pla
n
©C
OPY
RIG
HT
ISSUE DATE:
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THES
E DRA
WIN
GS A
RE A
GRA
PHIC
AL G
UIDE
FOR
THE E
XPER
IENCE
D BU
ILDER
TO U
SE A
S REF
EREN
CE FO
R BU
ILDIN
G TH
E PRO
JECT
DESC
RIBED
HER
EIN. I
T IS T
HE R
ESPO
NSIBI
LITY
OF TH
E BUI
LDER
AND
/ OR
THE P
URCH
ASER
OF T
HESE
PLA
NS TO
VER
IFY A
LL LO
CAL
CODE
S, OR
DINA
NCES
, DES
IGN
CRITE
RIA, S
ITE C
ONDI
TIONS
AND
ETC.
IF A
NY V
ARIA
BLES
REQ
UIRE
THAT
CHA
NGES
BE M
ADE T
O TH
ESE
DRAW
INGS
THOS
E CHA
NGES
MUS
T TAK
E PRE
CEND
ENT T
O W
HAT I
S SHO
WN.
THES
E DRA
WIN
GS A
RE TH
E COP
YRIG
HT O
F Bria
n K.
Eich
oltz D
esig
n, LL
C. T
HE P
URCH
ASER
OF T
HESE
DRA
WIN
GS H
AS P
URCH
ASED
THE R
IGHT
TO BU
ILD TH
E DRA
WIN
G SH
OWN
ONE T
IME O
NLY.
IF TH
IS PR
OJEC
T OR
A DE
RIVAT
IVE O
F THI
S PRO
JECT
IN A
CCOR
DANC
E WITH
FEDE
RAL
COPY
RIGHT
LAW
S IS T
O BE
BUILT
MOR
E THA
N ON
CE, E
VEN
WITH
DES
IGN
CHAN
GES,
ADDI
TIONA
L RIG
HTS M
UST B
E PUR
CHAS
ED. M
ULTIP
LEBU
ILDIN
G RIG
HTS A
RE V
ERY
INEX
PENS
IVE,
ESPE
CIAL
LY W
HEN
COM
PARE
D TO
ANY
LEGA
L EXP
ENSE
S THA
T WOU
LD BE
INCU
RRED
BYDI
SREG
ARDI
NG TH
IS W
ARNI
NG.
TO R
EPOR
T COP
YRIG
HT V
IOLA
TIONS
PLE
ASE C
ALL (
616)
218-
5123
.
, Bria
n K.
Eic
holtz
A3.
1
Exterior Elevations2015-09-15
1041-21
MKC
BKE
1125 Holdings LLC Residence
2007
Sout
h E
leva
tion
Wes
t (L
ake)
Ele
vati
on
©C
OPY
RIG
HT
ISSUE DATE:
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THES
E DRA
WIN
GS A
RE A
GRA
PHIC
AL G
UIDE
FOR
THE E
XPER
IENCE
D BU
ILDER
TO U
SE A
S REF
EREN
CE FO
R BU
ILDIN
G TH
E PRO
JECT
DESC
RIBED
HER
EIN. I
T IS T
HE R
ESPO
NSIBI
LITY
OF TH
E BUI
LDER
AND
/ OR
THE P
URCH
ASER
OF T
HESE
PLA
NS TO
VER
IFY A
LL LO
CAL
CODE
S, OR
DINA
NCES
, DES
IGN
CRITE
RIA, S
ITE C
ONDI
TIONS
AND
ETC.
IF A
NY V
ARIA
BLES
REQ
UIRE
THAT
CHA
NGES
BE M
ADE T
O TH
ESE
DRAW
INGS
THOS
E CHA
NGES
MUS
T TAK
E PRE
CEND
ENT T
O W
HAT I
S SHO
WN.
THES
E DRA
WIN
GS A
RE TH
E COP
YRIG
HT O
F Bria
n K.
Eich
oltz D
esig
n, LL
C. T
HE P
URCH
ASER
OF T
HESE
DRA
WIN
GS H
AS P
URCH
ASED
THE R
IGHT
TO BU
ILD TH
E DRA
WIN
G SH
OWN
ONE T
IME O
NLY.
IF TH
IS PR
OJEC
T OR
A DE
RIVAT
IVE O
F THI
S PRO
JECT
IN A
CCOR
DANC
E WITH
FEDE
RAL
COPY
RIGHT
LAW
S IS T
O BE
BUILT
MOR
E THA
N ON
CE, E
VEN
WITH
DES
IGN
CHAN
GES,
ADDI
TIONA
L RIG
HTS M
UST B
E PUR
CHAS
ED. M
ULTIP
LEBU
ILDIN
G RIG
HTS A
RE V
ERY
INEX
PENS
IVE,
ESPE
CIAL
LY W
HEN
COM
PARE
D TO
ANY
LEGA
L EXP
ENSE
S THA
T WOU
LD BE
INCU
RRED
BYDI
SREG
ARDI
NG TH
IS W
ARNI
NG.
TO R
EPOR
T COP
YRIG
HT V
IOLA
TIONS
PLE
ASE C
ALL (
616)
218-
5123
.
, Bria
n K.
Eic
holtz
A3.
2
Exterior Elevations2015-09-15
1041-21
BKE
MKC
1125 Holdings LLC Residence
2007
Nor
th E
leva
tion
Eas
t (S
tree
t) E
leva
tion
Two
Car G
arag
e
Living
Kitch
enCo
vere
dPo
rch
Cove
red
Porc
h
Loft
Two
Car G
arag
e
Foye
rCo
vere
dPo
rch
Scre
ened
Por
ch
Balco
nyBa
th
Dinin
g
©C
OPY
RIG
HT
ISSUE DATE:
ID NUMBER:
DRAWN:
CHECKED:
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THES
E DRA
WIN
GS A
RE A
GRA
PHIC
AL G
UIDE
FOR
THE E
XPER
IENCE
D BU
ILDER
TO U
SE A
S REF
EREN
CE FO
R BU
ILDIN
G TH
E PRO
JECT
DESC
RIBED
HER
EIN. I
T IS T
HE R
ESPO
NSIBI
LITY
OF TH
E BUI
LDER
AND
/ OR
THE P
URCH
ASER
OF T
HESE
PLA
NS TO
VER
IFY A
LL LO
CAL
CODE
S, OR
DINA
NCES
, DES
IGN
CRITE
RIA, S
ITE C
ONDI
TIONS
AND
ETC.
IF A
NY V
ARIA
BLES
REQ
UIRE
THAT
CHA
NGES
BE M
ADE T
O TH
ESE
DRAW
INGS
THOS
E CHA
NGES
MUS
T TAK
E PRE
CEND
ENT T
O W
HAT I
S SHO
WN.
THES
E DRA
WIN
GS A
RE TH
E COP
YRIG
HT O
F Bria
n K.
Eich
oltz D
esig
n, LL
C. T
HE P
URCH
ASER
OF T
HESE
DRA
WIN
GS H
AS P
URCH
ASED
THE R
IGHT
TO BU
ILD TH
E DRA
WIN
G SH
OWN
ONE T
IME O
NLY.
IF TH
IS PR
OJEC
T OR
A DE
RIVAT
IVE O
F THI
S PRO
JECT
IN A
CCOR
DANC
E WITH
FEDE
RAL
COPY
RIGHT
LAW
S IS T
O BE
BUILT
MOR
E THA
N ON
CE, E
VEN
WITH
DES
IGN
CHAN
GES,
ADDI
TIONA
L RIG
HTS M
UST B
E PUR
CHAS
ED. M
ULTIP
LEBU
ILDIN
G RIG
HTS A
RE V
ERY
INEX
PENS
IVE,
ESPE
CIAL
LY W
HEN
COM
PARE
D TO
ANY
LEGA
L EXP
ENSE
S THA
T WOU
LD BE
INCU
RRED
BYDI
SREG
ARDI
NG TH
IS W
ARNI
NG.
TO R
EPOR
T COP
YRIG
HT V
IOLA
TIONS
PLE
ASE C
ALL (
616)
218-
5123
.
, Bria
n K.
Eic
holtz
A4.
1
Cross Sections and Detail2015-09-15
1041-21
MKC 1125 Holdings LLC Residence
2007
Cro
ss S
ecti
on T
hru
Liv
ing
and
Kit
chen
Wat
erpr
oof
Dec
k D
etai
l
Cro
ss S
ecti
on T
hru
Foye
r
Bedr
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Loft
Bath
Entry
Two
Car G
arag
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Cove
red
Porc
hFo
yer
Pwdr
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aste
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WIC
Kitch
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arag
eEle
vato
rEq
uipm
ent
Bath
Foye
rDi
ning
Entry
©C
OPY
RIG
HT
ISSUE DATE:
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DRAWN:
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THES
E DRA
WIN
GS A
RE A
GRA
PHIC
AL G
UIDE
FOR
THE E
XPER
IENCE
D BU
ILDER
TO U
SE A
S REF
EREN
CE FO
R BU
ILDIN
G TH
E PRO
JECT
DESC
RIBED
HER
EIN. I
T IS T
HE R
ESPO
NSIBI
LITY
OF TH
E BUI
LDER
AND
/ OR
THE P
URCH
ASER
OF T
HESE
PLA
NS TO
VER
IFY A
LL LO
CAL
CODE
S, OR
DINA
NCES
, DES
IGN
CRITE
RIA, S
ITE C
ONDI
TIONS
AND
ETC.
IF A
NY V
ARIA
BLES
REQ
UIRE
THAT
CHA
NGES
BE M
ADE T
O TH
ESE
DRAW
INGS
THOS
E CHA
NGES
MUS
T TAK
E PRE
CEND
ENT T
O W
HAT I
S SHO
WN.
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A4.
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Cross Sections2015-09-15
1041-21
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THES
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ALL (
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218-
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.
, Bria
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Eic
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A6.
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Roof Plan2015-09-15
1041-21
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BKE
1125 Holdings LLC Residence
2007
Roo
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