proposed medicaloffice shell building
TRANSCRIPT
ELEVATION IS DRAWN)
ROOM IDENTIFICATION NUMBER
(SAME NUMBER ON ON SHEET WHERE DRAWN)
(SAME NUMBER ON SHEET WHERE DRAWN) SECTION DETAIL IDENTIFICATION NUMBER
(INDICATES SHEET NUMBER WHERE SHEET IDENTIFICATION NUMBER
AND
AT
ANGLE
PLATE
SQUARE FEET
CENTER LINE
TO BE REMOVED EXISTING DOORPROPOSED DOOR
SHEET IDENTIFICATION NUMBER (INDICATES
SHEET IDENTIFICATION NUMBER (INDICATES
TO REMAIN EXISTING DOOR
EX IST IN G
4'6" MIN.
PULL SIDE MINIMUM REQUIRED CLEARANCE
NOTE: X=12" IF THE DOOR HAS BOTH A CLOSER AND A LATCH.
PULL SIDE FRONT APPROACHES SWINGING DOOR
PUSH SIDE
PUSH SIDE
NOTE: X= 3' MINIMUM IF Y = 5' X=3'6" MINIMUM IF Y = 4'6"
NOTE: Y= 4' MINIMUM IF DOOR HAS BOTH A CLOSER AND A LATCH.
HINGE SIDE APPROACHES SWINGING DOOR
NOTE: THE ABOVE CLEARANCE REQUIREMENTS APPLY TO ALL DOORS G.C. TO NOTIFY ARCHITECT OF ANY NON COMPLYING CONDITIONS PRIOR TO STARTING THE WORK.
5' MIN. 1'6"
4'6" MIN.
PULL SIDE MINIMUM REQUIRED CLEARANCE
NOTE: X=12" IF THE DOOR HAS BOTH A CLOSER AND A LATCH.
PULL SIDE FRONT APPROACHES SWINGING DOOR
PUSH SIDE
PUSH SIDE
NOTE: X= 3' MINIMUM IF Y = 5' X=3'6" MINIMUM IF Y = 4'6"
NOTE: Y= 4' MINIMUM IF DOOR HAS BOTH A CLOSER AND A LATCH.
HINGE SIDE APPROACHES SWINGING DOOR
NOTE: THE ABOVE CLEARANCE REQUIREMENTS APPLY TO ALL DOORS G.C. TO NOTIFY ARCHITECT OF ANY NON COMPLYING CONDITIONS PRIOR TO STARTING THE WORK.
SEAL:
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
AW
MEDICAL OFFICE SHELL BUILDING
A LR IG R EV
IE W S ET
T101 TITLE SHEET GENERAL PROJECT STANDARDS X
S101 FOUNDATION PLAN AND NOTES X S102 ROOF FRAMING PLAN & NOTES X S501 SHEARWALL PLAN & STRUCTURE SCHEDULES X S502 FRAMING SECTIONS X S503 FOUNDATION DETAILS X
A101 FLOOR PLAN X A102 ROOF PLAN X A201 EXTERIOR ELEVATIONS X A202 EXTERIOR ELEVATIONS X A203 DUMPSTER AND SIGN DETAILS X A301 WALL SECTIONS X A302 WALL SECTIONS X A303 WALL SECTIONS X A304 WALL SECTIONS X A501 ENLARGED DETAILS X A502 STANDARD EIFS DETAILS X A601 DOOR SCHEDULE & STOREFRONT ELEVATIONS X
M101 MECHANICAL PLAN, DETAILS & NOTES X
P101 PLUMBING PLAN, DETAILS & NOTES X
E101 ELECTRICAL PLAN, DETAILS & NOTES X
1. ALL DRAWINGS AND THE NOTATIONS SHALL APPLY TO THE WORK OF THIS PROJECT AND SHALL BE CAREFULLY REVIEWED BY EACH CONTRACTOR AND EACH CONTRACTOR SHALL COORDINATE HIS WORK WITH WORK OF ALL OTHER CONTRACTORS. THE GENERAL NOTES SHALL APPLY TO EACH CONTRACTOR.
2. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR SAFETY PRECAUTIONS AND SHALL COMPLY WITH THE REQUIREMENTS OF O.S.H.A., ALL APPLICABLE BUILDING CODES, AND ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION INSOFAR AS APPLICABLE TO HIS PORTION OF THE WORK.
3. ALL MATERIALS SHALL BE NEW AS CALLED FOR IN THE NOTES AND DRAWINGS. NO SUBSTITUTIONS SHALL BE MADE BY CONTRACTORS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE GENERAL CONTRACTOR. SUBSTITUTIONS OR 'APPROVED EQUAL' PRODUCTS SHALL BE LISTED AND APPROVED BY THE ARCHITECT PRIOR TO CONTRACT SIGNING. ALL MATERIALS SHALL BE ORDERED IN A TIMELY FASHION AND WILL NOT CONSTITUTE REASON FOR SUBSTITUTION. DELAYS FOR MATERIALS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR FOR PORTIONS OF THE WORK NOT SHOWN ON DETAIL, BUT WHICH ARE SHOWN GENERALLY, OR ARE REASONABLY INFERABLE AS BEING REQUIRED FOR A PROPER AND COMPLETE INSTALLATION. THE MATERIALS, METHODS, AND WORKMANSHIP SHALL CONFORM AS A MINIMUM TO THE TYPICAL OR REPRESENTATIVE DETAIL THROUGHOUT CORRESPONDING PARTS OF THE BUILDING.
4. EACH CONTRACTOR OR PARTY ENGAGED ON THE PROJECT SHALL CARRY WORKER'S COMPENSATION INSURANCE IN STATUTORY AMOUNTS, LIABILITY, BODILY INJURY, AUTOMOBILE, AND OTHER INSURANCE IN THE AMOUNTS AND FOR PERIODS SATISFACTORY TO THE GENERAL CONTRACTOR. CERTIFICATIONS OF INSURANCE SHALL BE SUBMITTED BEFORE COMMENCING WORK. FIRE INSURANCE WILL BE CARRIED BY THE GENERAL CONTRACTOR TO THE FULLEST EXTENT PERMITTED BY LAW RELATIVE TO PROJECT. CONTRACTORS, SUBCONTRACTORS AND ALL PARTIES ENGAGED IN THE PORTIONS OF THE WORK SHALL INDEMNIFY AND HOLD HARMLESS THE GENERAL CONTRACTOR AND ARCHITECT AND HIS CONSULTING ENGINEERS AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES, INCLUDING DEATH AND EXPENSES. INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK.
5. EACH CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR, OBTAIN AND PAY FOR ALL PERMITS, TESTS, INSPECTIONS AND APPROVALS REQUIRED FOR HIS PORTION OF THE WORK.
6. ARRANGEMENTS AND PAYMENT FOR TEMPORARY ELECTRICITY, WATER, TOILET FACILITIES, FENCING AND BARRICADES, SECURITY, AND CLEANUP WILL BE AS AGREED UPON IN THE AGREEMENTS BETWEEN GENERAL CONTRACTOR AND CONTRACTOR.
7. EQUIPMENT AND DEVICES OF A TEMPORARY NATURE REQUIRED FOR THE CONSTRUCTION PROCESS AND FOR THE PROTECTION OF THE WORKERS ENGAGED ON THE PROJECT AND FOR THE PUBLIC (SCAFFOLDS, STAGING, PLATFORMS, RUNWAYS, HOISTS, GUARDS, RAILINGS, OPENING PROTECTIVE, ETC.) SHALL BE PROVIDED, ERECTED, AND MAINTAINED BY THE VARIOUS CONTRACTORS IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES. CONTRACTORS SHALL OBTAIN AND PAY FOR THE REQUISITE PERMITS, INSPECTIONS, AND APPROVALS THEREOF. ALL SUCH ITEMS SHALL BE REMOVED BY CONTRACTORS WHEN ITEMS HAVE SERVED THEIR PURPOSE AND WHEN DIRECTED BY THE GENERAL CONTRACTOR.
8. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CUTTING, FITTING AND PATCHING THAT MAY BE REQUIRED TO COMPLETE THE WORK OF HIS CONTRACT.
9. SHOULD ANY CONTRACTOR HAVE THE OPINION THAT THERE EXIST IN THE DRAWINGS ANY ERRORS OR DISCREPANCIES, OR THAT CONDITIONS OF THE WORK OF ANY OTHER CONTRACTOR IS SUCH AS WILL PREVENT HIM FROM COMPLETING HIS WORK IN A FIRST CLASS MANNER, HE SHALL NOTIFY THE GENERAL CONTRACTOR BEFORE PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR SHALL DIRECT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR WORK WHICH PROCEEDS WITHOUT DUE COURSE AND COORDINATION.
10. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF AT LEAST ONE YEAR FROM THE DATE OF ACCEPTANCE.
11. PLUMBING, AIRCONDITIONING, AND ELECTRICAL WORK SHALL BE INSTALLED IN BEST TRADE PRACTICES IN ACCORDANCE WITH APPLICABLE CODES AND AS SHOWN ON RELEVANT DRAWINGS AND ARCHITECTURAL DRAWINGS.
12. CARPENTRY WORK SHALL CONSIST, IN GENERAL, OF WORK AS SHOWN INCLUDING BUT NOT LIMITED TO THE WALLS, ROOFS, SHEATHING, WOOD TRIM (BOTH INTERIOR AND EXTERIOR) INTERIOR STUDDING FOR PARTITIONS, STAIRS, DOORS AND APPLICATION OF HARDWARE. ALL SIZES, TYPES, DETAILS AND SPECIES AS SHOWN. INSTALL ALL MEMBERS AS SHOWN IN PROPER LOCATIONS PLUMB AND TRUE TO LEVEL. SECURELY FASTEN AND ANCHOR WALLS TO THE CONCRETE STRUCTURE AND ALL MEMBERS TO EACH OTHER TO PROVIDE FULL STRENGTH AT JOINTS USING PROPER AND SUFFICIENT FASTENING IN ORDER TO ENSURE RIGIDITY OF THE STRUCTURE AND CONFORMITY TO CODE. PROVIDE BACKING/BRACING FOR ALL PLUMBING FIXTURES, PARTITIONS, GRAB BARS, OR OTHER FINISH ELEMENTS THAT PROVIDE SECURED POSITIONING TO PARTITIONS
13. ALL NEW DOORS REQUIRED TO BE ACCESSIBLE SHALL HAVE HARDWARE HEIGHT FROM 34 INCHES TO 48 INCHES PER SECTION 1008.1.9.1.
14. ALL NEW DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE PER SECTION 1008.1.9.2 MBC.
15. PROVIDE TACTILE SIGN STATING EXIT AND COMPLYING WITH ICC A117.1 ADJACENT TO EACH DOOR TO THE EXIT DISCHARGE. PLACEMENT SHALL BE TO THE LATCH SIDE OF THE DOOR. PER CODE SECTION 1011.3.
16. PROVIDE TACTILE SIGN STATING ACCESSIBILITY TO TOILET ROOM AND COMPLYING WITH ICC/ANSI 703.3.11 ADJACENT TO EACH DOOR TO THE ACCESSIBLE DOOR . MOUNTING HEIGHT SHALL BE MIN 48" AND MAX 60" A.F.F. PER SECTION ICC/ANSI 703.3.10
GENERAL NOTES CONTACTS
GRANDVILLE RETAIL MANAGEMENT, LLC. 30200 TELEGRAPH SUITE 205 BINGHAM FARMS, MI 48025 CONTACT: Wayne Shores (248)6469999 [email protected]
OWNER
DETROIT ARCHITECTURAL GROUP 1644 FORD RD. WYANDOTTE, MI 48192 CONTACT: Jake Root (734)5563259 [email protected]
ARCHITECT OF RECORD
STORK CONSTRUCTION 30200 TELEGRAPH SUITE 205 BINGHAM FARMS, MI 48025 CONTACT: WAYNE SHORES (248)6469999 [email protected]
CONTRACTOR
CHAVES ASSOCIATES, INC. 38228 JOHN P. CLINTON TWP., MI 48036 CONTACT: GREG CHAVES (586)8832734 [email protected]
STRUCTURAL ENGINEER
GRANDVILLE, MI 49418
THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: 2015 MICHIGAN BUILDING CODE 2015 INTERNATIONAL FIRE CODE 2015 MICHIGAN PLUMBING CODE 2015 MICHIGAN MECHANICAL CODE 2017 NATIONAL ELECTRIC CODE WITH STATE AMENDMENTS (PART 8) 2015 MICHIGAN ENERGY CODE 2009 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2010 NFPA 13 FIRE SUPPRESSION 2010 NFPA 72 FIRE ALARM
CODE COMPLIANCE
CONSTRUCTION TYPE: VB UNPROTECTED
INTERIOR WALL AND CEILING FINISH REQTS BY OCCUPANCY 'SPRINKLERED'
INT. EXIT STAIRWAYS, RAMPS, AND EXIT PASSAGEWAYS CORRIDORS AND ENCLOSURE FOR EXIT ACCESSWAY AND STAIRWAYS ROOMS AND ENCLOSED SPACES
FIRE ALARM SYSTEM: NO
LENGTH OF TRAVEL MAX 200' WITHOUT SPRINKLER SYSTEM MAX TRAVEL LENGTH LESS THAN 200'
OCCUPANCY: T.B.D. PER TENANT PLANS
CODE SECTION
907.2
LANDLORD WORK LETTER SHALL SUPERSEDE ALL DRAWINGS
AB. A.B. ABBREV. A/C A.C.T. ACOUST. A.D. A.F.F. ALUM. ANOD. APPVD. ARCH. BD. BLDG. BLK. BM. B.O.S. BOTT. C/C CER. CEM. C.J. CLG./CEIL. CLR. C.M.U. COL. CONC. COMP. CONT. CORR. CPT. C.T. DBL. DET. DIA. DIAG. DIM. DIR. DN. D.O. DR. D.S. DWG. DWR. EA. E.E.R. ELEC. ELEV./EL. ELEV. EMERG. ENGR. E.J. EQUIP. EX'G. EXT. EXP. E.W.C. E.W. F.D. F.F. F.H.C. FIN. FLR.
ANCHOR BOLT ABOVE ABBREVIATION(S) AIR CONDITIONING ACOUSTICAL CEILING TILE ACOUSTIC AREA DRAIN ABOVE FINISH FLOOR ALUMINUM ANODIZED APPROVED ARCHITECTURAL BOARD BUILDING BLOCK BEAM BOTTOM OF STEEL BOTTOM CENTER TO CENTER CERAMIC CEMENT CONTROL JOINT CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE COMPOSITION CONTINUOUS CORRIDOR CARPET CERAMIC TILE DOUBLE DETAIL DIAMETER DIAGONAL DIMENSION DIRECTION DOWN DOOR OPENING DOOR DOWNSPOUT DRAWING DRAWER EACH ELECTRONIC EQUIPMENT ROOM ELECTRICAL ELEVATION ELEVATOR EMERGENCY ENGINEER EXPANSION JOINT EQUIPMENT EXISTING EXTERIOR EXPANSION ELECTRIC WATER COOLER EACH WAY FLOOR DRAIN FINISH FLOOR FIRE HOSE CABINET FINISH FLOOR
ABBREVIATIONS
LOCATION MAP
PROJECT LOCATION
F.O. F.O.C. F.O.F. F.O.M. F.O.S. F.R.P. F.S. FT. GA. GALV. GL. G.F.R.G. G.F.R.C. GR. GYP. BD. G.W.B. H. H.B. H/C HDWD. H.M. HORIZ. HGT. HPL HVAC
HYD. I.D. IN. INSUL. INT. I.W. JAN. JT. JST. LAM. LAV. LTG. LVL. LTWT. MAINT. MATL. MAX. M.B. MECH. MET. MEZZ. MFR. MIN. MISC. M.O. MULL. N.I.C. NO. NOM. NONCOM N.T.S. O.C. O.C.C. O.D. O.F.
FINISHED OPENING FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD FIBER REINFORCED PLASTIC FLOOR SINK FEET GAUGE GALVANIZED GLASS GLASS FIBER REINFORCED GYPSUM GLASS FIBER REINFORCED CONCRETE GRADE GYPSUM BOARD GYPSUM WALL BOARD HIGH HOSE BIB HANDICAP HARDWOOD HOLLOW METAL HORIZONTAL HEIGHT HIGH PRESSURE LAMINATE HEATING VENTILATION AIR CONDITIONING HYDRANT INSIDE DIAMETER INCHES INSULATION INTERIOR INDIRECT WASTE JANITOR JOINT JOIST LAMINATE LAVATORY LIGHTING LEVEL LIGHTWEIGHT MAINTENANCE MATERIAL MAXIMUM MACHINE BOLT MECHANICAL METAL MEZZANINE MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING MULLION NOT IN CONTRACT NUMBER NOMINAL NONCOMBUSTIBLE NOT TO SCALE ON CENTER OPERATOR CONTROL CENTER OUTSIDE DIAMETER OVERFLOW
OFF. OFI OFOI OFCI OPP. O.H. OPN'G. P.T. PWD. Q.T. R. RAD. R.D. REF. REFL. REINF. REQ'D. RES. RM. R.O. R.S. R.C. S.C. SECT. SHT. S.F. SIM. SIMUL. SPEC. S.S. STA. STD. STRUCT. SUSP. SYM. S4S T. T.&B. T.&G. TEMP. TEL. TH. T.O.C. T.O.P. T.O.M. T.O.S. T.O.W. TYP. U.N.O. UR. VCT VERT. VEST. W. W/ W.C. WD. W.I. W/O WP
OFFICE OWNER FURNISH ITEM OWNER FURNISH OWNER INSTALL OWNER FURNISH CONTRACTOR INSTALL OPPOSITE OVERHEAD OPENING PRESSURE TREATED PLYWOOD QUARRY TILE RISER RADIUS ROOF DRAIN REFERENCE REFLECTED REINFORCED REQUIRED RESILIENT ROOM ROUGH OPENING ROOF SUMP ROOF CONDUCTOR SOLID CORE SECTION SHEET SQUARE FOOT SIMILAR SIMULATED SPECIFICATIONS STAINLESS STEEL STATION STANDARD STRUCTURAL SUSPENDED SYMMETRICAL SURFACED FOUR SIDES TREAD TOP AND BOTTOM TONGUE AND GROOVE TEMPERED TOP OF PARAPET TOP OF MASONRY TOP OF STEEL TOP OF WALL TYPICAL UNLESS NOTED OTHERWISE URINAL VINYL COMPOSITION TILE VERTICAL VESTIBULE WIDE WITH WATER CLOSET WOOD WROUGHT IRON WITHOUT WEATHERPROOF
DEFERRED SUBMITTALS
RIVERTOWN PKWY
38228 John P. Clinton Twp., Mi 48036 [email protected]
586.883.2734 mobile 586.468.4314 office / fax email
GENERAL STRUCTURAL NOTES:
1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND SPECIFICATIONS. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS, SPECIFICATIONS, AND/OR THE GENERAL STRUCTURAL NOTES, THE STRICTEST PROVISIONS SHALL GOVERN.
2. TYPICAL DETAILS AND OTHER DETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO THE CONDITIONS DESCRIBED IN THE DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY REFERENCED ON THE PLANS.
3. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE, AND TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDED THE ADDITION OF TEMPORARY SHORING, BRACING, GUYS OR TIE DOWNS IF NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTORS'S PROPERTY AFTER COMPLETION OF THE PROJECT.
4. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE LOCAL GOVERNING CODES, LATEST EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWING MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE.
5. GOVERNING BUILDING CODE BUILDING CODE PER COVERSHEET.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL RELEVANT DIMENSIONS AND ELEVATIONS FOR EQUIPMENT INSTALLATIONS AGAINST MANUFACTURER'S CERTIFIED EQUIPMENT DRAWINGS.
7. FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS IN FIELD. MATCH EXISTING CONSTRUCTION WHEREVER POSSIBLE. NOTIFY ENGINEER IMMEDIATELY OF ANY CONDITIONS WHERE DAMAGED OR DETERIORATED MATERIAL IS UNCOVERED, OR OF ANY EXISTING CONDITIONS WHICH MAY BE CONSTRUED AS UNSAFE OR UNSTABLE.
FOOTINGS AND FOUNDATIONS:
1. AN ASSUMED MINIMUM NET ALLOWABLE SOIL BEARING CAPACITY OF 1500 PSF HAS BEEN USED. THE ACTUAL BEARING CAPACITY OF THE SOIL SHALL BE FIELD VERIFIED AS A MINIMUM OF 1500 PSF PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY IF THE SAIL BEARING CAPACITY DOES NOT MEET THE MINIMUM NOTED HEAR. FOOTINGS SHALL BE CARRIED DOWN TO UNDISTURBED SOIL OR COMPACTED FILL.
2. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD MEASUREMENTS AS JOB SITE AND REPORT ANY DISCREPANCIES OR INTERFERENCES TO OWNER'S REPRESENTATIVE.
3. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS.
4. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUBGRADE CONTAINING FREE WATER, FROST OR ICE. SHOULD WATER OF FROST, HOWEVER SLIGHT, ENTER A FOOTING EXCAVATION AFTER SUBGRADE APPROVAL, THE SUBGRADE SHALL BE REINSPECTED BY THE GEOTECHNICAL ENGINEER/TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST.
5. EXCAVATED MATERIAL SHALL BE LEGALLY DISPOSED OFF THE OWNERS'S PROPERTY OR REUSED AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
SHOP DRAWINGS:
1. THE USE OF ENGINEERING DRAWINGS AS ERECTION DRAWINGS BY THE CONTRACTOR IS STRICTLY PROHIBITED.
2. THE CONTRACTORS SHALL ALLOW IN HIS SCHEDULING DETAILING, FABRICATION AND ERECTION A MINIMUM OF 10 WORKING DAYS FOR REVIEW OF EACH SHOP DRAWING SUBMITTAL BY THE STRUCTURAL ENGINEER.
3. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERCEDED BY THE CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT CONSTRUCTION IS IN ACCORDANCE WITH THE LATEST CONTRACT DOCUMENTS. SHOP DRAWING REVIEW BY THE ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. ENGINEER'S REVIEW DOES NOT GUARANTEE THAT THE SHOP DRAWINGS ARE CORRECT NOR INFER THAT THE SHOP DRAWINGS SUPERCEDE THE CONTRACT DOCUMENTS.
4. PROVIDE ONE PRINT SETS OF SHOP DRAWINGS FOR REVIEW.
CASTINPLACE CONCRETE:
1. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 30102, "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE".
2. ALL CONCRETE SHALL HAVE A MINIMUM 28DAY COMPRESSIVE STRENGTH AS NOTED BELOW: A. FOOTINGS & FOUNDATIONS: 3000PSI B. SLAB ON GRADE (WHERE REPLACEMENT IS REQUIRED): 4000PSI C. SUPPORTED SLABS: 3000 PSI
3. 4. EXTERIOR CONCRETE, AN/OR INTERIOR CONCRETE SUBJECTED TO FREEZE/THAW, SALT, ETC., INCLUDING WALLS SHALL BE AIRENTRAINED 5% +/ 1%.
5. REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60.
6. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS AND SHALL CONFORM TO ASTM A185 AND HAVE A MINIMUM SIDE AND END LAP OF 8 INCHES.
7. THE CONTRACTOR SHALL SUBMIT THE CONCRETE MIX DESIGNS (S) FOR REVIEW. PROPORTION MIX DESIGNS AS DEFINED IN ACI 301. THE SUBMITTAL SHALL INCLUDE CEMENT TYPE AND SOURCE, CEMENT CUBE STRENGTH, AGGREGATE GRADATIONS, WATER TEST, ADMIXTURE CATALOG INFORMATION AND CYLINDERS STRENGTH TEST RESULTS FOR EACH CONCRETE SUBMIT MIX. NO LESS THAN 30 TEST @ 7 & 28 DAYS.
8. MINIMUM CONCRETE COVER SHALL BE PRE ACI (UNLESS NOTED OTHERWISE).
9. ANCHOR BOLTS (FURNISHED BY STRUCTURAL STEEL CONTRACTOR) SHALL BE SET BY TEMPLATE TO WITHIN A 1/8" TOLERANCE IN ANY PLAN DIRECTIONS IN PIERS, FOOTINGS, AND FOUNDATION WALLS WITH THE MINIMUM EMBEDMENT INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE.
10. THE CONCRETE CONTRACTOR SHALL BE RESPONSIBLE FOR POUR SEQUENCES AND CONSTRUCTION PROCEDURES FOR CONCRETE WORK TO ACCOUNT FOR ALL FACTORS DURING THE CONSTRUCTION PHASE.
11. NONSHRINK GROUT: GROUT SHALL CONFORM TO ASTM C1107. GROUT SHALL BE PREMIXED, NONSHRINK NONCATALYZED NATURAL AGGREGATE GROUT, FOR COLUMN LEVELING PLATES WHICH ARE NOT BOLTED DOWN BEFORE COLUMN ERECTION, AND OTHER STRUCTURAL LOAD BEARING APPLICATIONS, AND FOR ITEMS SETS INTO CONCRETE BLOCKOUTS OR DEPRESSIONS, OR SET INTO CONCRETE TOPPINGS. L & M "CRYSTEX", W.R. MEADOWS "588 GROUT", MASTER BOULDERS "MASTERFLOW 928 GROUT", OR DAYTONSUPERIOR "HIGH PERFORMANCE". SEVENDAY COMPRESSIVE STRENGTH FOR THE SPECIFIED CONSISTENCY SHALL BE AT LEAST, 7,000 PSI PLASTIC, 6,000 PSI FLOWABLE, AND 5,000 PSI FLUID CONSISTENCY.
4' 6" 34' 6" 4' 6" 27' 6" 4' 6"
75' 6"
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4' 6"
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2' 5"
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2' 5"
32 ' 5 "
3' 4"
11 ' 1 "
71' 10"1' 6" 1' 6"
1' 6"
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4" CONCRETE SLAB REFER TO SLAB DETAIL THIS SHEET. GIVE ASPEN 3 WEEK NOTICE PRIOR TO SLAB POUR
5' 0"
SEAL:
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
REV DATE ISSUED 110421 ALRIG REVIEW SET
NORTH
38228 John P. Clinton Twp., Mi 48036 [email protected]
586.883.2734 mobile 586.468.4314 office / fax email
1. WOOD CONSTRUCTION SHALL BE PER AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) AND NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA) STANDARDS AND SPECIFICATIONS.
2. ALL LUMBER FARMING MEMBERS ARE TO HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (NDS) AS PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA).
3. PROVIDE DOUBLE STUD AT EACH END OF WOOD HEADERS, TYPICAL U.N.O.
4. ALL STRUCTURAL MICRO LAMINATED TIMBER TO HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES BASED ON AITC GRADING STANDARDS:
FB = 2,800PSI FV = 285 E = 2,000,000 PSI
5. ALL TRUSSES, JOIST AND RAFTERS TO BE ALIGNED WITH STUDS BELOW: FB = 1,000 PSI (1,150 PSI REPETITIVE) FV = 65 PSI E = 1,200,000PSI NO. 2 OR BETTER
1. PROVIDE 2 x 6 STUDS AT 16" O.C. UNLESS OTHERWISE NOTED.
2. ON DRAWINGS, PROVIDE 2 x 6 PT. BASE AND TWO (2) 2 x 6 TOP UNLESS OTHERWISE NOTED. PROVIDE A MINIMUM OF THREE (3) 2 x 6 AT ANY OPENINGS IN BEARING WALLS IN WHICH END CONDITION IS NOT CALLED FOR.
3. INTERIOR SHEAR WALLS AS NOTED SHALL BE BRACED WITH 16 GAUGE GALVANIZED METAL TIES ON A V FORM FROM BOTTOM TO TOP PLATE. ATTACH BRACES TO TOP AND BOTTOM PLATES WITH TWO (2) 16 PENNY NAILS FOR INTERMEDIATE NAILING USE 6 PENNY NAILS.
• ROOF FRAMING PLANS AND FLOOR FRAMING PLANS ARE "SCHEMATIC" ONLY TRUSS MANUFACTURER TO PREPARE FINAL FRAMING PLANS FOR THE CONTRACTOR'S USE IN FIELD. NOTIFY ARCHITECT / ENGINEER OF ANY CHANGES.
• WOOD TRUSSES WHICH ARE FABRICATED BY A LICENSED FABRICATOR SHALL BE FURNISHED IN ACCORDANCE WITH DESIGNS PREPARED, SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER AND THE SPECIFICATIONS SHALL BE PREPARED AS OUTLINED BY THE "NATIONAL DESIGN SPECIFICATIONS FOR THE STRESS GRADE LUMBER AND ITS FASTENINGS" BY AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION) AND "DESIGN SPECIFICATIONS FOR THE LIGHT METAL PLATE CONNECTED WOOD TRUSSES, BY TRUSS PLATE INSTITUTE UPLIFT 55 PSI MIN (NET).
• THE DESIGN AND SHOP DRAWINGS, AS WELL AS THE FABRICATION OF WOOD TRUSSES, WILL BE SUBJECT THE INSPECTION AND APPROVAL OF THE ARCHITECT/ENGINEER AT ALL TIMES.
• THE HANDLING ERECTION AND FIXING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE DESIGN DRAWINGS OF SAID WOOD TRUSSES.
• DESIGN AN MANUFACTURING OF FLOOR TRUSSES AND GIRDERS MUST ACCOMMODATE AC DUCT WORK AND AIR HANDLING UNITS, COORDINATE FOR SIZE LOCATION AND WEIGHTS.
• A//C CONTRACTOR AND FLOOR TRUSS MANUFACTURER SHALL COORDINATE THIS EFFORT.
• TRUSS DETAILS ARE FOR CONFIGURATION PROPOSES ONLY. DO NOT SCALE FOR DESIGN OR MANUFACTURING PURPOSES.
• SEE BUILDING SECTION & DETAILS FOR TRUSS PROFILES AND PRESENCE OF BOTTOM CHORD SHEATHING.
• ALL PERMANENT TRUSS BRACING; INCLUDING CONTINUOUS LATERAL, DIAGONAL, BOTTOM CHORD, & PIGGYBACK, AND THEIR CONNECTIONS SHALL BE DESIGNED BY TRUSS MANUFACTURER SEE TRUSS MANUFACTURER'S DRAWINGS FOR WEB AND LATERAL BRACING SIZE & LOCATION REQUIREMENTS. ALL BRACING SHALL BE INSTALLED BY G.C.
• G.C. TO PROVIDE TRUSS MANUFACTURER W/ LOCATIONS & WEIGHTS OF EQUIPMENT LOADS.
• G.C. TO FIELD FRAME AS REQUIRED BETWEEN TRUSSES TO CREATE WALL PROFILE PER ARCHITECTURAL SECTION AND ELEVATIONS.
• ALL METAL TRUSS HANGERS BY TRUSS MANUFACTURER WHERE REQUIRED.
• PROVIDE (2) 2x6 WOOD BLOCKING AROUND ALL ROOF DECK OPENINGS & UNDER ROOF CURBS, SCUPPERS, ROOF DRAINS, ETC...
• THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOTE LESS THAN THAT SET FORTH IN I.B.C. TABLE 2304.9.1 "FASTENING SCHEDULE" SEE STRUCTURAL DRAWINGS.
• USE (1) "SIMPSON" H2.5T TRUSS ANCHORS @EACH ROOF TRUSS END W/ (5) 8dx1 1/2" NAILS INTO TRUSS & (5) 8d NAILS INTO MIN. DOUBLE PLATE. APPLY AT OPPOSITE SIDES OF TRUSS AND PLATE.
• UNLESS NOTED OTHERWISE, NAIL ROOF SHEATHING 6" O.C. @PANEL EDGES W/8d NAILS. NAIL 12" O.C. (MIN.) @ INTERMEDIATE SUPPORTS.
• USE 'SIMPSON' LGT AT ALL GIRDER TRUSS BEARING ON STUD WALLS. PROVIDE MULTIPLE MEMBERS POST TO MATCH NUMBER OF TRUSSPLIES.
WOOD NOTES:
75' - 0"
3' -
RTU1
RTU3
GIVE ASPEN 3 WEEKS NOTICE PRIOR TO ROOF INSTALL TO SET CURBS
ROOF TOP UNITS REFER TO HVAC DRAWINGS (INTERIOR PACKAGE) PROVIDE HEADER TRUSS/BLOCKING AS REQUIRED FOR OPENING IN ROOF DECK DESIGN ROOF TRUSSES TO ACCOMMODATE RTU LOAD
8' -
0"
H1 H1 H1 H1 H1
H2
H2
H2
H2
H2
12 0 PL F
THERMAL FACTOR (Ct)
IMPORTANCE FACTOR (I)
TRUSSES
PSF
PSF
PSF
PSF
PSF
25 60
< 6'0"
> 6'0"
SIZE ∠4x4x1/4
∠6x4x5/16
8" TYP BEARING AT ENDS 4" BEARING AT BUILDING BUMP OUTS IS ACCEPTABLE
60 PSF
120 PSF
60 PSF
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
REV DATE ISSUED 110421 ALRIG REVIEW SET
NORTH
38228 John P. Clinton Twp., Mi 48036 [email protected]
586.883.2734 mobile 586.468.4314 office / fax email
WOOD SHEAR WALL SCHEDULE
CONCRETE ANCHOR BOLT
WOOD SHEAR WALL SCHEDULE NOTES: 1. USE "SIMPSON AT ACRYLIC TIE: IN LIEU OF SET EPOXY TIE WHEN TEMPERATURE <50 DEG. F DURING CURE TIME. SEE MANUFACTURER'S SPEC.'S FOR CURE TIMES. 2. FOR REQUIRED FASTENER FINISH IN TREATED LUMBER, SEE SECTION XXIV, LUMBER OF THE GENERAL SPECIFICATION ON SHEET T2.0 3. EMB IS THE ANCHOR EMBEDDMENT
7/16 OSB ONE SIDE
SHEAR WALL ANCHOR
MIN THICKNESS (INCH)
SIDING NAILED TO STUDS
MARK
2x8
MICROLLAM
3 2x6 #1/#2 SPF
WOOD HEADER SCHEDULE NOTES: NAIL ALL HEADERS, BEANS AND LINTELS UP TO 11 7/8 " IN DEPTH w/ 10D NAILS @ 12" O.C. TOP AND BOTTOM (MIN.). NAIL ALL HEADERS, BEAMS AND LINTELS GREATER THAN 11 7/8" IN DEPTH w/ 10d NAILS @ 12" O.C. TOP, MIDDLE, AND BOTTOM (MIN.) (3) PLY & GREATER HEADER, BEAM AND LINTEL MEMBERS REQUIRE NAILING FROM EACH SIDE. ALL HEADERS TO BE PLACED DIRECTLY BELOW WALL TOP PLATES. NAIL ALL 2x4 STUD COLUMNS W/ 10d NAILS @ 8" O.C. STAGGERED, ADJACENT FASTENERS FROM OPPOSITE SIDES. NAIL ALL 2x6 AND GREATER STUD COLUMNS w/ (2) 10d NAILS @ 8" O.C. STAGGERED, ADJACENT FASTENERS FROM OPPOSITE SIDES. LUMBER SPEC. LISTED IN GENERAL BUILDING SPECIFICATIONS, SHEET T2.0.
WOOD HEADER SCHEDULE
2
1
2x6
2x6
1
2
CONNECTION TABLE 2304.9.1 WOOD CONNECTION FASTENING SCHEDULE
1. JOIST TO SILL OR GIRDER 3 8d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE
TOENAIL
2. BRIDGING TO JOIST 2 8d COMMON 2 3" x 0.131" NAIL 2 3" 14 GAGE STAPLE
TOENAIL EACH END
3. 1" x 6" SUBFLOOR OR LESS TO EACH JOIST 2 8d COMMON FACE NAIL 4. WIDER THAN 1" x 6" SUBFLOOR TO EACH JOIST 3 8d COMMON FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 16d COMMON BLIND & FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING
SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANEL
16D @ 16" O.C. 3" x 0.131" NAIL @ 8" O.C. 3" 14 GAGE STAPLE @ 12" O.C.
TYPICAL FACE NAIL
FASTENING (A) (M) LOCATION
3 16D @ 16" 3" x 0.131" NAIL @ 16" 3" 14 GAGE STAPLE PER 16"
BRACED WALL PANELS
7. TOP PLATE TO STUD 2 16d COMMON 2 3" x 0.131" NAIL 2 3" 14 GAGE STAPLE
END NAIL
8. STUD TO SOLE PLATE 4 8d COMMON 4 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE
TOE NAIL
2 16d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE
END NAIL
9. DOUBLE STUDS 16d @ 24" O.C. 3" x 0.131" NAIL @ 8" O.C. 3" 14 GAGE STAPLE @ 8" O.C.
FACE NAIL
10. DOUBLE TOP PLATES 16d @ 16" O.C. 3" x 0.131" NAIL @ 12" O.C. 3" 14 GAGE STAPLE @ 12" O.C.
TYPICAL FACE NAIL
8 16d COMMON 12 3" x 0.131" NAIL 12 3" 14 GAGE STAPLE TYPICAL FACE NAIL
LAP SPLICE
11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE
3 8d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE
TOENAIL
12. RIM JOIST TO TOP PLATE 8d @ 6" (152MM) O.C. 3" x 0.131" NAIL @ 6" O.C. 3" 14 GAGE STAPLE @ 6" O.C.
TOENAIL
13. TOP PLATES, LAPS AND INTERSECTIONS 2 16d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE
FACE NAIL
14. CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 8d COMMON
5 3" x 0.131" NAIL 5 3" 14 GAGE STAPLE
TOENAIL
16. CONTINIOUS HEADER TO STUD 4 8d COMMON TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1)
3 16d COMMON MIN., TABLE 2308.10.4.1 4 3" x 0.131" NAIL 4 3" 14 GAGE STAPLE
FACE NAIL
18. CEILING JOISTS TO PARALLEL RAFTERS (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1)
3 16d COMMON MIN., TABLE 2308.10.4.1 4 3" x 0.131" NAIL 4 3" 14 GAGE STAPLE
FACE NAIL
19. RAFTER TO PLATE (SEE SECTION 2308.10.1, TABLE 2308.10.1)
3 8d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE FACE NAIL
TOE NAIL
20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 3 8d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE FACE NAIL
FACE NAIL
21. 1" x 8" SHEATHING TO EACH BEARING WALL 2 8d COMMON FACE NAIL 22. WIDER THAN 1" x 8" SHEATHING TO EACH BEARING 3 8d COMMON FACE NAIL 23. BUILDUP CORNER STUDS 16d COMMON
3" x 0.131" NAIL 3" 14 GAGE STAPLE
24" O.C. 16" O.C. 16" O.C.
24. BUILTUP GIRDER AND BEAMS 20d COMMON @ 32" O.C. 3" x 0.131" NAIL @ 24" O.C. 3" 14 GAGE STAPLE @ 24" O.C. 2 20d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE
FACE NAIL AT ENDS AND AT EACH SPLICE
25. 2" PLANKS 16d COMMON AT EACH BEARING 26. COLLAR TIE TO RAFTER 10d COMMON
4 3" x 0.131" NAIL 4 3" 14 GAGE STAPLE FACE NAIL
FACE NAIL
27. JACK RAFTER TO HIP 3 10d COMMON 4 3" x 0.131" NAIL 4 3" 14 GAGE STAPLE
TOENAIL
2 16d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE
FACE NAIL
28. ROOF RAFTER TO 2x RIDGE BEAM 2 16d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE
TOENAIL
2 16d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE
FACE NAIL
29. JOIST TO BAND JOIST 3 16d COMMON 5 3" x 0.131" NAIL 5 3" 14 GAGE STAPLE
FACE NAIL
30. LEDGER STRIP 3 16d COMMON 4 3" x 0.131" NAIL 4 3" 14 GAGE STAPLE
FACE NAIL
1/2" AND LESS
19/34" TO 3/4"
7/8" TO 1" 1 1/8" TO 1 1/4" 3/4" AND LESS 7/8 " TO 1" 1 1/8 " TO 1 1/4 "
6d (C)(L) 2 3/8 " x 0.113" NAIL (N) 1 3/4 " x 16 GAGE (O) 8d (d) OR 6d (E) 2 3/8 " x 0.113" NAIL (P) 2" 16 GAGE (P) 8d (C) 10d OR 8d (E) 6d (E) 8d (E) 10d (d) OR 8d (E)
32. PANEL SIDING (TO FRAMING) 1/2 " OR LESS 5/8 " OR LESS
6d (F) 8d (F)
33. FIBERBOARD SHEATHING: (G) 1/2 "
25/32 "
NO. 11 GAGE ROOFING NAIL (H) 6d COMMON NAIL NO. 16 GAGE STAPLE (I) NO. 11 GAGE ROOFING NAIL (H) 8d COMMON NAIL NO. 16 GAGE STAPLE (I)
34. INTERIOR PANELING 1/4 " 3/8 "
4d (J) 6d (K)
FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPP. SIDES
W SW
WSWA
WSWA
NOTE: TEMPORARILY BRACE WALLS MAX 20'0" O.C. UNTIL INTERIOR WALLS ARE CONSTRUCTED
= HOLD DOWN SEE WOOD SHEAR WALL SCHEDULE ABOVE
BOUNDARY NAILING (BOUNDARY EDGES OF SHEATHING)
INTERIOR SUPPORT NAILING 8d @ 12" O.C. (TYP.)
SHEATHING TYPE
FOUNDATION / FOOTING
THREADED ROD ANCHOR
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
REV DATE ISSUED 110421 ALRIG REVIEW SET
NTS2 TYPICAL SHEAR WALL
38228 John P. Clinton Twp., Mi 48036 [email protected]
586.883.2734 mobile 586.468.4314 office / fax email
T.O. PARAPET VARIES SEE ARCH.
TRUSS BEARING
WOOD TRUSSES SEE ROOF FRAMING PLAN
10d NAIL @ 6" O.C.
SIMPSON GA2 CLIP INTO TRUSS & TOP PLATE
DOUBLE 2x6 TOP PLATE
2x STUD FRAMING SEE ARCH SECTIONS
(1) 'SIMPSON' H 2.5 T W/(5) 8d NAILS INTO STUDS & TRUSS TOP CHORD
12 1/4
TRUSS BEARING
DOUBLE 2x6 TOP PLATE
2x8 PARAPET TRUSS UPRIGHT (SPF #2 OR BETTER)
5/8" OSB ROOF SHEATHING SEE TRUSS FRAMING NOTES
10d NAIL @ 6" O.C.
'SIMPSON' A23 CLIP @ EACH UPRIGHT
WOOD TRUSS SEE ROOF FRAMING PLAN
ATTACH TRUSS WEBS TO PARAPET WALL
12 1/4
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
1" = 1'0" 1 TRUSS BEARING DETAIL
1" = 1'0" 2 FRAMING DETAIL
CHAVES ASSOCIATES, INC. STRUCTURAL ENGINEERS
38228 John P. Clinton Twp., Mi 48036 [email protected]
586.883.2734 mobile 586.468.4314 office / fax email
REFER TO PLAN (5'0" MAX. SPAN)
3' 6" M
TRENCH FOOTING BEYOND
2"3" MIN. REQ'D IF DOOR PIVOT IS SPECIFIED
SLOPE (1/8" MIN. 1/2" MAX.) #4 REBAR 12"x 12" AT 18" O.C.
AT ALL SLAB EDGES
EXTERIOR REINFORCED CONC. SLAB (BROOM FINISH TYPICAL U.N.O. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFO REGARDING EXTERIOR FLATWORK FINISHES)
CONC. MASS FOOTING (REFER TO STRUCTURAL DRAWINGS)
8" 3' 6"
#5 x 24" DOWELS @ 48" O.C.
12" CMU w/ 1/2" DIA. x 8" LG ANCHOR BOLTS @ 4' O.C. GROUT SOLID REFER TO SHEAR WALL DETAILS FOR ADDITIONAL ANCHORING
CONCRETE SLAB REFER TO PLAN
EXTERIOR WALL REFER TO ARCHITECTURAL DRAWINGS
FIN FLR
1' 10"
CONCRETE SLAB REFER TO PLAN
(2) 8" CMU w/ 1/2" DIA x 8" LG ANCHOR BOLTS @ 4' O.C. GROUT SOLID REFER TO SHEAR WALL DETAILS FOR ADDITIONAL ANCHORING
#5 x 24" DOWELS @ 48" O.C.
#5 x 24" DOWELS (3) PER CORNER PIER
CONCRETE TRENCH FOOTING w/ (3) #5 TOP & BOTTOM
3" 1' 4" 3"4" CONCRETE FLOOR SLAB REINFORCED w/ BLENDED LENGTH FIBRILLATED POLYPROPYLENE FIBERS AT 1/5 LBS. /CUBIC YARD OR 6x6W1.4 x W1.4 W.W.F.
10mil VAPOR RETARDER w/ TAPED JOINTS (MIN. 6" LAP)
6" COMPACTED GRANULAR FILL
SAW CUT JOINT "EARLY ENTRY SAW" = 1" MIN. "WET CUT SAW" = 1/4" SLAB THICKNESS
W.W.F. (CONTINUOUS THRU JOINT)
W.W.F. (DISCONTINUOUS @ JOINT)
1/2" EXPANSION JT MAT'L REINF. CONC. SLAB SEE PLAN
2" X 24" RIGID PERIM INS.
TRENCH FTG w/ (2)#5 CONT. T & B.
8"x8" CAST CONC. THRESHOLD
ALUM STOREFRONT ASSY
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
3/4" = 1'0" 1 EXTERIOR SLAB @ ENTRY
3/4" = 1'0" 2 TRENCH FOOTING
3/4" = 1'0" 3 TRENCH FOOTING @ PIER
3/4" = 1'0" 5 LIGHTDUTY SLAB
3/4" = 1'0" 6 CONTROL JOINT
3/4" = 1'0" 7 EXPANSION JOINT
3/4" = 1'0" 4 TRENCH FOOTING @ STOREFRONT
4' 0" 3' 11" 8' 0" 7' 1" 8' 0" 8' 0" 4' 0" 8' 0" 2' 0" 8' 0" 2' 0" 8' 0" 4' 0"
75' 0"
4' 0"
4' 0"
4' 0"
8' 4"
3' 0"
3' 4"
3' 0"
8' 4"
4' 0"
4' 0"
4' 0"
50 ' 0 "
1' 0"
74' 4" OVERALL
4' 0" 3' 0" 8' 0" 8' 0" 8' 0" 8' 0" 4' 0" 8' 0" 2' 0" 8' 0" 2' 0" 8' 0" 4' 0"
4' 0"
29 ' 4 "
3' 4"
9' 4"
4' 0"
7
6
6
7
7766766
• ALL ITEMS TO BE COMPLETED PER SPECIFICATIONS AND GENERAL NOTES, UNLESS NOTED OTHERWISE.
• ALL INTERIOR DIMS.. ARE FROM FACEOFFINISH TO FACEOFFINISH.
• ALL INTERIOR WALLS TO BE 2x4 OR 2x6 WOOD STUDS @ 16" O.C. (SEE FLOOR PLAN FOR SIZE) W/ 5/8" GYPSUM BOARD BOTH SIDES EXTEND TO BOTTOM CHORD OF TRUSSES.
• PROVIDE 3 1/2" SOUND BATT INSULATION AROUND PERIMETER OF TOILET ROOM AND OFFICE WALLS.
• PROVIDE WOOD BLOCKING FOR ANY FURNISHING OF EQUIPMENT BY TENANT. VERIFY ALL LOCATIONS WITH TENANT BUILDOUT DRAWINGS.
• ALL EXTERIOR WINDOWS TO HAVE GYPSUM BOARD RETURNS AT HEAD AND JAMBS. (PLASTIC LAMINATE COVERED WOOD SILL BY TENANT).
• FINAL INTERIOR WALL AND FLOOR FINISHES TO BE COORDINATED WITH TENANT BUILDOUT DRAWINGS PRIOR TO ORDERING OR INSTALLING.
• TENANT FURNITURE AND EQUIPMENT LAYOUTS TO E COORDINATED WITH TENANT BUILDOUT DRAWINGS.
• ALL FUTURE TENANT INTERIOR WALLS TO BE PART OF A SEPARATE SUBMITTAL AND DRAWING PACKAGE. BUILDING SHELL CONTRACTOR TO COORDINATE BLOCKING, CONDUITS, PENETRATION, ETC. WITH FINAL TENANT BUILDOUT DOCUMENTS PRIOR TO APPLYING EXTERIOR WALL FINFISH GYP. BD.
• COORDINATE ALL UNDERSLAB CONSTRUCTIONS WITH TENANT PRIOR TO POURING FLOOR SLAB.
• CONTRACTOR SHALL PROVIDE PRODUCTS COMPLETE WITH ACCESSORIES, TRIM, FINISH, FASTENERS AND OTHER ITEMS NEEDED FOR A COMPLETE INSTALLATION AND INDICATED USE AND EFFECT.
• REFERENCE TO MATERIALS OR SYSTEMS HEREIN BY NAME, MAKE OR CATALOG NUMBER IS INTENDED TO ESTABLISH A STANDARD QUALITY, AND NOT TO LIMIT COMPETITION; AND THE WORDS "OR APPROVED EQUIVALENT" ARE IMPLIED FOLLOWING EACH BRAND NAME "OR APPROVED EQUAL". MATERIALS SHALL BE APPROVED BY ARCHITECT PRIOR TO ACCEPTANCE FOR USE.
• ALL EXPOSED CONCRETE FLOOR SLAB TO RECEIVE (1) COAT 'SYMMONS CORPORATION' CURE & SEAL.
• KNOX BOX REQUIRED, CONTACT THE FIRE DEPT. FOR PURCHASE INSTRUCTIONS AND PROPER MOUNTING LOCATION TO THE BUILDING.
GENERAL NOTES
1' 0"
TYP. EXTERIOR WALL • 5/8" GYP. (GYP. BY TENANT AT TIME OF BUILDOUT) • VAPOR RETARDANT • 2x6 WOOD STUD 16" O.C. w/ R19 BATT INSULATION • 1/2" EXTERIOR GRADE SHEATHING • AIR/MOISTURE BARRIER • 2" AIR GAP • 3 5/8" BRICK VENEER WALL TO RUN TO UNDERSIDE OF TRUSS
1' 4"
TYP. EXTERIOR WALL • 5/8" GYP. (GYP. BY TENANT AT TIME OF BUILDOUT) • VAPOR RETARDANT • 2x6 WOOD STUD 16" O.C. w/ R19 BATT INSULATION • 1/2" EXTERIOR GRADE SHEATHING • STAGGERED 2x4 WOOD STUDS 16" O.C. • 1/2" EXTERIOR GRADE SHEATHING • AIR/MOISTURE BARRIER • 2" AIR GAP • 3 5/8" BRICK VENEER WALL TO RUN TO UNDERSIDE OF TRUSS
3" 4 1/2" 4 1/2"
1' 0"
4' 0"
1' 4"
*SEE DETAIL 2/A101 FOR ADDITIONAL INFORMATION
4' 0"
4' 0"
3 3/4"
4' 0"
4' 0"
PROVIDE STRAPPING TO PREVENT INSULATION SLUMPING
2x4 WOOD STUD @ 16" O.C. STAGGERED
2x6 WOOD STUD @ 16" O.C. W/ R19 BATT INSULATION
VAPOR BARRIER
1' 4"
PROVIDE CONTINUOUS SEALANT @ ALUM. FRAME TO MASONRY JOINT, TYP.
BRICK HEAD IN CORNER
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
REV DATE ISSUED 110421 ALRIG REVIEW SET
NORTH
PROVIDE OPENING IN PARAPET FOR LADDER ACCESS
OUTSIDE FACE OF WALL BELOW (TYP.)
RTU1
RTU2
RTU3
PREFINISHED ALUMINUM COPING REFER TO WALL SECTIONS
LOCATE ROOF DRAIN & OVERFLOW ROOF DRAIN LEADERS IN FUTURE WALL BELOW
TAPERED RIGID INSULATION SADDLE AT ALL RTU LOCATIONS (TYP)
ROOF TOP UNIT (BY TENANT) SEE TENANT FINAL PLANS FOR EXACT LOCATION
TAPERED RIGID INSULATION SADDLE AT ALL RTU LOCATIONS (TYP)
ROOF TOP UNIT (BY TENANT) SEE TENANT FINAL PLANS FOR EXACT LOCATION
SLOPE SLOPE
SL O PE
SHADED AREA INDICATES TAPERED RIGID INSULATION
SL O PE
51 ' 4 "
76' 4"
G.C. TO GIVE TENANT(S) 3 WEEKS NOTICE PRIOR TO INSTALLATION OF ROOF MEMBRANE FOR INSTALLATION OF ROOF CURBS
5' 4" 33' 8" 5' 4" 26' 8" 5' 4"
33' 2"
5' 4"
2' 8"
5' 4"
24 ' 8 "
5' 4"
2' 8"
5' 4"
31 ' 0 "
5' 4" 33' 8" 5' 4" 26' 8" 5' 4"
33' 2"
5' 4"
35 ' 5 "
4' 0"
1' 3"
5' 4"
TAPERED RIGID INSULATION SADDLE AT ALL RTU LOCATIONS (TYP)
ROOF TOP UNIT (BY TENANT) SEE TENANT FINAL PLANS FOR EXACT LOCATION
6" O.R.D.
6" R.D.
PRODUCT: FULLY ADHERED ROOFING SYSTEM
MATERIALS: 60 MIL FLEXIBLE SHEET EPDM COMPLYING W/ ASTM D4637, TYPE I
POLYISOCYANURATE BOARD INSULATION COMPLYING W/ ASTM C1289, TYPE II, FELT OF GLASS FIBER, MAT FACER ON BOTH MAJOR SURFACES (R20)
GENERAL: EXTERIOR FIRE TEST EXPOSURE CLASS A; ASTM108 FOR APPLICATION AND SLOPES INDICATED.
WARRANTY: 10 YEAR TOTAL SYSTEM, NO DOLLAR LIMIT, MFR. WARRANTY W/ FULL ROOF REPLACEMENT AND LABOR.
INSTALL ROOFING OVER 1/2" PROTECTION BOARD OVER MIN. (2) LAYERS OF 2" RIGID POLYISOCYANURATE (R20 TOTAL) INSULATION OVER 3/4" PLYWOOD DECKING. PROVIDE TAPERED RIGID INSULATION OF TYPES SUITABLE FOR THE APPLICATION AS REQUIRED AND AS SHOWN ON ROOF PLAN (SHADED AREAS). SEE GENERAL ROOFING NOTES.
GENERAL NOTES:
• EXTRUDED POLYSTYRENE R=5 PER INCH
• POLYISOCYANURATE R=6 (1") R=12 (2") R=18.5 (3") r=25 (4")
• HIGH DENSITY FIBERBOARD (1/2") R=1.3
• PERLITE (3/4") R=2.08
• ALL TAPERED INSULATION TO BE E.P.S. AT 1/4" PER FOOT SLOP. PROVIDE HIGH DENSITY FIBERBOARD PROTECTION.
GENERAL ROOF NOTES:
R.D. = ROOF DRAIN LOCATION SEE DETAIL THIS SHEET O.R.D. = OVERFLOW ROOF DRAIN
• ROOFING CONTRACTOR TO PROVIDE AND INSTALL MEMBRANE FORM FLASHING FOR ALL ROOF PENETRATIONS PER ROOF MEMBRANE MANUFACTURER'S REQUIREMENTS.
• SEE MECHANICAL DRAWINGS FOR LOCATION AND SIZE OF ALL ROOF PENETRATIONS AND CURBS REQUIRED FOR MECHANICAL EQUIPMENT, SEE DETAIL THIS SHEET.
• ROOF PENETRATIONS TO BE PAINTED TO MATCH ROOF COLOR.
ROOF PAVERS:
• PROVIDE WALK PAD LAYOUT FROM ROOF HATCH TO ALL MECHANICAL UNITS. ROOFING CONTRACTOR TO COORDINATE WITH HVAC CONTRACTOR FOR UNIT MAINTENANCE. SIDE/ACCESS REQUIREMENTS. SUBMIT PAD LAYOUT AS SHOP DWG. FOR ARCHITECT REVIEW PRIOR TO INSTALL.
• PROVIDE SLIP RESISTANT 24"x24" CONTINUOUS RUBBER WALK PADS TO ALL MECHANICAL EQUIPMENT AND VALVE STATIONS. INSTALL PER STANDARD MANUFACTURER DETAIL AND SPECS. PATH TO BE VERIFIED. PROVIDE COST PER LINEAL FOOT.
• ALL PIPE RACKS TO BE GALVANIZED CONSTRUCTION. PROVIDE SUPPORT PADS 6" LARGER THAN THE PIPE STAND BASES. VERIFY RACK WEIGHTS OR GET WEIGHT LIMITS FROM STRUCTURAL.
WATER CUTOFF MASTIC
PRE MOLDED PIPE SEAL
SPLICING CEMENT
INSULATED METAL ROOF CURB BY ROOF TOP EQUIPMENT SUPPLIER • GENERAL CONTRACTOR
SHALL INSTALL SO THAT TOP OF CURB IS LEVEL
PROVIDE BLOCKING UNDER CURB AS REQUIRED TO RAISE TOP OF CURB HEIGHT ABOVE ROOF INSULATION TO ROOFING MFR MIN REQUIREMENTS
8" M
ROOFTOP EQUIPMENT, SEE MECHANICAL PLANS
ROOF MEMBRANE FORM FLASHING AS REQUIRED, ALL FLASHING REQUIRED FOR ROOF PENETRATIONS TO BE BY ROOFING CONTRACTOR
2x FRAMING AROUND OPENING, SEE STRUCTURE FRAMING PLANS AND DETAILS
CELOTEX "CAREY TRED" OR EQUAL
ROOF
GAS PIPING PIPE CLAMP LAG BOLT PIPE CLAMP TO WOOD BLOCK 6"X6" TREATED REDWOOD BLOCK
NOTE: GAS PIPING TO BE SUPPORTED 5'0" O.C. PIPING TO BE COATED W/ONE COAT OF BITUMASTIC PAINT.
SUPPORT SCHEDULE PIPE SIZE MAX SPACING UP TO 1 1/4"
1 1/2" THRU 2 1/2"
3" AND ABOVE
EXTEND ROOF MEMBRANE 1" (MIN.) INTO ROOF DRAIN BOWL ASSEMBLY
PROVIDE SUMP AROUND ROOF DRAIN. SLOPE DOWN AT 1 1/2"/FT. (MAX)
SEE ROOFING SPEC. FOR CONSTRUCTION
WOOD ROOF DECK
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
REV DATE ISSUED 110421 ALRIG REVIEW SET
NORTH
1 1/2" = 1'0" 3 GAS PIPE SUPPORT DETAIL
12" = 1'0" 4 ROOF DRAIN DEAIL WOOD
FIN FLR 0' - 0"
TRUSS BEARING 12' - 0"
19 ' 8 "
A-201 3
R 44 ' 6 "
NOTES: 1. PROVIDE 5/8" FRT PLYWOOD SUBSTRATE AS REQUIRED FOR ALL SIGN BOXES, SCONCES, UTILITIES, AWNINGS.
2. ALL GLAZING SHALL BE TEMPERED AS REQUIRED ADJACENT TO DOORS AND FINISHED FLOOR
T = TEMPERED GLAZING
STOREFRONT THERMALLY BROKEN ALUM. FRAME W/ INSULATED GLAZING MFR: TBD COLOR: CLEAR ANODIZED
1
2
3
4
5
6
7
8
9
10
STONE VENEER MFR: DUTCH QUALITY COLOR: SIENNA DRYSTACK MORTAR: WESTERN LIME CORP W5
MODULAR BRICK VENEER MFR: PINE HALL BRICK COLOR: BROWNS FERRY MORTAR: WESTERN LIME CORP W11
EIFS 1 MFR: DRYVIT STYLE: OUTSULATION PLUS MD TEXTURE: SANDPEBBLE FINE COLOR: 110 VAN DYKE
EIFS 2 MFR: DRYVIT STYLE: OUTSULATION PLUS MD TEXTURE: SANDPEBBLE FINE COLOR: 382 TAMALE
PRECAST CONCRETE SILL MFR: STONECAST COLOR: LIMESTONE MORTAR: WESTERN LIME CORP W5
LIGHTING SCONCE FIXTURE REFER TO ELECTRICAL DRAWINGS
ALUMINUM FRAME AWNING METAL PANELED, ALUMINUM FRAME AWNING BY TENANT AS SEPARATE SUBMITTAL COLOR: RED
REFER TO WALL SECTIONS AND DETAIL 11/A502 FOR BLOCKING REQUIREMENTS
SIGNAGE SIGNAGE ALLOWED: VERIFY MAX. SQ FT SIGNAGE SHALL BE SUBMITTED PER TENANT
REFER TO NOTE 1 FOR BLOCKING REQUIREMENTS
PREFINISHED METAL COPING MFR: FIRESTONE UNACLAD COLOR: ELECTRIC BLUE
EXTERIOR MATERIAL KEY
SEE SECTION FOR TYPICAL WALL CONSTRUCTION
CONT. BACKER ROD & CAMPATIBLE SEALANT
*SEE EXT. ELEVATIONS FOR MASONRY VENEER CONTROL JOINT LOCATIONS
SEE SECTIONS FOR TYPICAL WALL CONSTRUCTION
'HOHMANN & BARNARD' VENEER TIES SPACED @ 24" O.C. VERT. & 24" O.C. HORIZ. (TYP.)
CONT. BACKER ROD & COMPATIBLE SEALANTC.J.
SEAL:
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
REV DATE ISSUED 110421 ALRIG REVIEW SET
1/2" = 1'0" 3 SOLDIER BRICK DETAIL
1 1/2" = 1'0" 5 EIFS CONTROL JOINT
1 1/2" = 1'0" 4 MASONRY CONTROL JOINT
FIN FLR 0' - 0"
TRUSS BEARING 12' - 0"
EIFS V GROOVES (TYP.)
R 44 ' 6 "
NOTES: 1. PROVIDE 5/8" FRT PLYWOOD SUBSTRATE AS REQUIRED FOR ALL SIGN BOXES, SCONCES, UTILITIES, AWNINGS.
2. ALL GLAZING SHALL BE TEMPERED AS REQUIRED ADJACENT TO DOORS AND FINISHED FLOOR
T = TEMPERED GLAZING
STOREFRONT THERMALLY BROKEN ALUM. FRAME W/ INSULATED GLAZING MFR: TBD COLOR: CLEAR ANODIZED
1
2
3
4
5
6
7
8
9
10
STONE VENEER MFR: DUTCH QUALITY COLOR: SIENNA DRYSTACK MORTAR: WESTERN LIME CORP W5
MODULAR BRICK VENEER MFR: PINE HALL BRICK COLOR: BROWNS FERRY MORTAR: WESTERN LIME CORP W11
EIFS 1 MFR: DRYVIT STYLE: OUTSULATION PLUS MD TEXTURE: SANDPEBBLE FINE COLOR: 110 VAN DYKE
EIFS 2 MFR: DRYVIT STYLE: OUTSULATION PLUS MD TEXTURE: SANDPEBBLE FINE COLOR: 382 TAMALE
PRECAST CONCRETE SILL MFR: STONECAST COLOR: LIMESTONE MORTAR: WESTERN LIME CORP W5
LIGHTING SCONCE FIXTURE REFER TO ELECTRICAL DRAWINGS
ALUMINUM FRAME AWNING METAL PANELED, ALUMINUM FRAME AWNING BY TENANT AS SEPARATE SUBMITTAL COLOR: RED
REFER TO WALL SECTIONS AND DETAIL 11/A502 FOR BLOCKING REQUIREMENTS
SIGNAGE SIGNAGE ALLOWED: VERIFY MAX. SQ FT SIGNAGE SHALL BE SUBMITTED PER TENANT
REFER TO NOTE 1 FOR BLOCKING REQUIREMENTS
PREFINISHED METAL COPING MFR: FIRESTONE UNACLAD COLOR: ELECTRIC BLUE
EXTERIOR MATERIAL KEY
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
REV DATE ISSUED 110421 ALRIG REVIEW SET
FOUNDATIONS BELOW
4" BRICK ON 8" CONC. BLOCK SCREEN WALL
6" CONC. SLAB W/6x6 W1.9xW1.9 W.W.F. ON MIN. 6" WELLCOMP. SAND BASE TRASH RECEPTACLES (N.I.C.)
TUBE RAIL GATES W/CHAIN LINK FABRIC PROVIDE VERT. CEDAR SLATS WITHIN CHAIN LINK FOR MIN. 60% OPACITY
6"∅ CONC. FILLED STEEL GUARDPOSTS w/18"∅ x 3'6" DP. CONC. POST FOOTING (TYP.)
1' - 0" 20' - 0" 1' - 0"
22' - 0"
6"∅ STL. GUARDPOSTS (TYP.) CHAIN LINK GATE FABRIC w/CEDAR SLATS
FOUNDATIONS BELOW
#5 VERT. @ 24" O/C
FIN. PAVEMENT
1/2" EXPANSION JOINT
8" CONC. BLOCK (PAINTED) w/ HORIZ. JOINT REINF. @ 2'0" O.C. (VERT.) & #4 VERT. BARS @ 32" O.C. (HORIZ.)
PREFIN METAL COPING ON P.T. 2x12 WD. NAILER WITH 1/2"∅ ANCHOR BOLTS @ 48" O.C. GROUT CMU SOLID
6" CONC. SLAB w/6x6 W1.9 x W1.9 W.W.F. ON MIN. 6" WELLCOMP. SAND BASE
1' - 6"
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
1/4" = 1'0" 4 DUMPSTER ELEVATION
1/4" = 1'0" 1 Double Brick Plan
1/4" = 1'0" 3 Double Brick Front Elevation
1/2" = 1'0" 2 DUMPSTER SECTION
1/2" = 1'0" 5 SIGN ELEVATION AND SECTION
8"
3"
1"
4"
7' 8 "
1' 3 "
1/2" XPANSION JOINT
TRUSS BEARING: 12'0" A.F.F. SEE STRUCTURAL
T.O. WINDOW SILL 3'1 1/2"
EIFS VGROOVE
ROOM IDENTIFICATION NUMBER
(SAME NUMBER ON ON SHEET WHERE DRAWN)
(SAME NUMBER ON SHEET WHERE DRAWN) SECTION DETAIL IDENTIFICATION NUMBER
(INDICATES SHEET NUMBER WHERE SHEET IDENTIFICATION NUMBER
AND
AT
ANGLE
PLATE
SQUARE FEET
CENTER LINE
TO BE REMOVED EXISTING DOORPROPOSED DOOR
SHEET IDENTIFICATION NUMBER (INDICATES
SHEET IDENTIFICATION NUMBER (INDICATES
TO REMAIN EXISTING DOOR
EX IST IN G
4'6" MIN.
PULL SIDE MINIMUM REQUIRED CLEARANCE
NOTE: X=12" IF THE DOOR HAS BOTH A CLOSER AND A LATCH.
PULL SIDE FRONT APPROACHES SWINGING DOOR
PUSH SIDE
PUSH SIDE
NOTE: X= 3' MINIMUM IF Y = 5' X=3'6" MINIMUM IF Y = 4'6"
NOTE: Y= 4' MINIMUM IF DOOR HAS BOTH A CLOSER AND A LATCH.
HINGE SIDE APPROACHES SWINGING DOOR
NOTE: THE ABOVE CLEARANCE REQUIREMENTS APPLY TO ALL DOORS G.C. TO NOTIFY ARCHITECT OF ANY NON COMPLYING CONDITIONS PRIOR TO STARTING THE WORK.
5' MIN. 1'6"
4'6" MIN.
PULL SIDE MINIMUM REQUIRED CLEARANCE
NOTE: X=12" IF THE DOOR HAS BOTH A CLOSER AND A LATCH.
PULL SIDE FRONT APPROACHES SWINGING DOOR
PUSH SIDE
PUSH SIDE
NOTE: X= 3' MINIMUM IF Y = 5' X=3'6" MINIMUM IF Y = 4'6"
NOTE: Y= 4' MINIMUM IF DOOR HAS BOTH A CLOSER AND A LATCH.
HINGE SIDE APPROACHES SWINGING DOOR
NOTE: THE ABOVE CLEARANCE REQUIREMENTS APPLY TO ALL DOORS G.C. TO NOTIFY ARCHITECT OF ANY NON COMPLYING CONDITIONS PRIOR TO STARTING THE WORK.
SEAL:
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
AW
MEDICAL OFFICE SHELL BUILDING
A LR IG R EV
IE W S ET
T101 TITLE SHEET GENERAL PROJECT STANDARDS X
S101 FOUNDATION PLAN AND NOTES X S102 ROOF FRAMING PLAN & NOTES X S501 SHEARWALL PLAN & STRUCTURE SCHEDULES X S502 FRAMING SECTIONS X S503 FOUNDATION DETAILS X
A101 FLOOR PLAN X A102 ROOF PLAN X A201 EXTERIOR ELEVATIONS X A202 EXTERIOR ELEVATIONS X A203 DUMPSTER AND SIGN DETAILS X A301 WALL SECTIONS X A302 WALL SECTIONS X A303 WALL SECTIONS X A304 WALL SECTIONS X A501 ENLARGED DETAILS X A502 STANDARD EIFS DETAILS X A601 DOOR SCHEDULE & STOREFRONT ELEVATIONS X
M101 MECHANICAL PLAN, DETAILS & NOTES X
P101 PLUMBING PLAN, DETAILS & NOTES X
E101 ELECTRICAL PLAN, DETAILS & NOTES X
1. ALL DRAWINGS AND THE NOTATIONS SHALL APPLY TO THE WORK OF THIS PROJECT AND SHALL BE CAREFULLY REVIEWED BY EACH CONTRACTOR AND EACH CONTRACTOR SHALL COORDINATE HIS WORK WITH WORK OF ALL OTHER CONTRACTORS. THE GENERAL NOTES SHALL APPLY TO EACH CONTRACTOR.
2. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR SAFETY PRECAUTIONS AND SHALL COMPLY WITH THE REQUIREMENTS OF O.S.H.A., ALL APPLICABLE BUILDING CODES, AND ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION INSOFAR AS APPLICABLE TO HIS PORTION OF THE WORK.
3. ALL MATERIALS SHALL BE NEW AS CALLED FOR IN THE NOTES AND DRAWINGS. NO SUBSTITUTIONS SHALL BE MADE BY CONTRACTORS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE GENERAL CONTRACTOR. SUBSTITUTIONS OR 'APPROVED EQUAL' PRODUCTS SHALL BE LISTED AND APPROVED BY THE ARCHITECT PRIOR TO CONTRACT SIGNING. ALL MATERIALS SHALL BE ORDERED IN A TIMELY FASHION AND WILL NOT CONSTITUTE REASON FOR SUBSTITUTION. DELAYS FOR MATERIALS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR FOR PORTIONS OF THE WORK NOT SHOWN ON DETAIL, BUT WHICH ARE SHOWN GENERALLY, OR ARE REASONABLY INFERABLE AS BEING REQUIRED FOR A PROPER AND COMPLETE INSTALLATION. THE MATERIALS, METHODS, AND WORKMANSHIP SHALL CONFORM AS A MINIMUM TO THE TYPICAL OR REPRESENTATIVE DETAIL THROUGHOUT CORRESPONDING PARTS OF THE BUILDING.
4. EACH CONTRACTOR OR PARTY ENGAGED ON THE PROJECT SHALL CARRY WORKER'S COMPENSATION INSURANCE IN STATUTORY AMOUNTS, LIABILITY, BODILY INJURY, AUTOMOBILE, AND OTHER INSURANCE IN THE AMOUNTS AND FOR PERIODS SATISFACTORY TO THE GENERAL CONTRACTOR. CERTIFICATIONS OF INSURANCE SHALL BE SUBMITTED BEFORE COMMENCING WORK. FIRE INSURANCE WILL BE CARRIED BY THE GENERAL CONTRACTOR TO THE FULLEST EXTENT PERMITTED BY LAW RELATIVE TO PROJECT. CONTRACTORS, SUBCONTRACTORS AND ALL PARTIES ENGAGED IN THE PORTIONS OF THE WORK SHALL INDEMNIFY AND HOLD HARMLESS THE GENERAL CONTRACTOR AND ARCHITECT AND HIS CONSULTING ENGINEERS AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES, INCLUDING DEATH AND EXPENSES. INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK.
5. EACH CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR, OBTAIN AND PAY FOR ALL PERMITS, TESTS, INSPECTIONS AND APPROVALS REQUIRED FOR HIS PORTION OF THE WORK.
6. ARRANGEMENTS AND PAYMENT FOR TEMPORARY ELECTRICITY, WATER, TOILET FACILITIES, FENCING AND BARRICADES, SECURITY, AND CLEANUP WILL BE AS AGREED UPON IN THE AGREEMENTS BETWEEN GENERAL CONTRACTOR AND CONTRACTOR.
7. EQUIPMENT AND DEVICES OF A TEMPORARY NATURE REQUIRED FOR THE CONSTRUCTION PROCESS AND FOR THE PROTECTION OF THE WORKERS ENGAGED ON THE PROJECT AND FOR THE PUBLIC (SCAFFOLDS, STAGING, PLATFORMS, RUNWAYS, HOISTS, GUARDS, RAILINGS, OPENING PROTECTIVE, ETC.) SHALL BE PROVIDED, ERECTED, AND MAINTAINED BY THE VARIOUS CONTRACTORS IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES. CONTRACTORS SHALL OBTAIN AND PAY FOR THE REQUISITE PERMITS, INSPECTIONS, AND APPROVALS THEREOF. ALL SUCH ITEMS SHALL BE REMOVED BY CONTRACTORS WHEN ITEMS HAVE SERVED THEIR PURPOSE AND WHEN DIRECTED BY THE GENERAL CONTRACTOR.
8. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CUTTING, FITTING AND PATCHING THAT MAY BE REQUIRED TO COMPLETE THE WORK OF HIS CONTRACT.
9. SHOULD ANY CONTRACTOR HAVE THE OPINION THAT THERE EXIST IN THE DRAWINGS ANY ERRORS OR DISCREPANCIES, OR THAT CONDITIONS OF THE WORK OF ANY OTHER CONTRACTOR IS SUCH AS WILL PREVENT HIM FROM COMPLETING HIS WORK IN A FIRST CLASS MANNER, HE SHALL NOTIFY THE GENERAL CONTRACTOR BEFORE PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR SHALL DIRECT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR WORK WHICH PROCEEDS WITHOUT DUE COURSE AND COORDINATION.
10. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF AT LEAST ONE YEAR FROM THE DATE OF ACCEPTANCE.
11. PLUMBING, AIRCONDITIONING, AND ELECTRICAL WORK SHALL BE INSTALLED IN BEST TRADE PRACTICES IN ACCORDANCE WITH APPLICABLE CODES AND AS SHOWN ON RELEVANT DRAWINGS AND ARCHITECTURAL DRAWINGS.
12. CARPENTRY WORK SHALL CONSIST, IN GENERAL, OF WORK AS SHOWN INCLUDING BUT NOT LIMITED TO THE WALLS, ROOFS, SHEATHING, WOOD TRIM (BOTH INTERIOR AND EXTERIOR) INTERIOR STUDDING FOR PARTITIONS, STAIRS, DOORS AND APPLICATION OF HARDWARE. ALL SIZES, TYPES, DETAILS AND SPECIES AS SHOWN. INSTALL ALL MEMBERS AS SHOWN IN PROPER LOCATIONS PLUMB AND TRUE TO LEVEL. SECURELY FASTEN AND ANCHOR WALLS TO THE CONCRETE STRUCTURE AND ALL MEMBERS TO EACH OTHER TO PROVIDE FULL STRENGTH AT JOINTS USING PROPER AND SUFFICIENT FASTENING IN ORDER TO ENSURE RIGIDITY OF THE STRUCTURE AND CONFORMITY TO CODE. PROVIDE BACKING/BRACING FOR ALL PLUMBING FIXTURES, PARTITIONS, GRAB BARS, OR OTHER FINISH ELEMENTS THAT PROVIDE SECURED POSITIONING TO PARTITIONS
13. ALL NEW DOORS REQUIRED TO BE ACCESSIBLE SHALL HAVE HARDWARE HEIGHT FROM 34 INCHES TO 48 INCHES PER SECTION 1008.1.9.1.
14. ALL NEW DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE PER SECTION 1008.1.9.2 MBC.
15. PROVIDE TACTILE SIGN STATING EXIT AND COMPLYING WITH ICC A117.1 ADJACENT TO EACH DOOR TO THE EXIT DISCHARGE. PLACEMENT SHALL BE TO THE LATCH SIDE OF THE DOOR. PER CODE SECTION 1011.3.
16. PROVIDE TACTILE SIGN STATING ACCESSIBILITY TO TOILET ROOM AND COMPLYING WITH ICC/ANSI 703.3.11 ADJACENT TO EACH DOOR TO THE ACCESSIBLE DOOR . MOUNTING HEIGHT SHALL BE MIN 48" AND MAX 60" A.F.F. PER SECTION ICC/ANSI 703.3.10
GENERAL NOTES CONTACTS
GRANDVILLE RETAIL MANAGEMENT, LLC. 30200 TELEGRAPH SUITE 205 BINGHAM FARMS, MI 48025 CONTACT: Wayne Shores (248)6469999 [email protected]
OWNER
DETROIT ARCHITECTURAL GROUP 1644 FORD RD. WYANDOTTE, MI 48192 CONTACT: Jake Root (734)5563259 [email protected]
ARCHITECT OF RECORD
STORK CONSTRUCTION 30200 TELEGRAPH SUITE 205 BINGHAM FARMS, MI 48025 CONTACT: WAYNE SHORES (248)6469999 [email protected]
CONTRACTOR
CHAVES ASSOCIATES, INC. 38228 JOHN P. CLINTON TWP., MI 48036 CONTACT: GREG CHAVES (586)8832734 [email protected]
STRUCTURAL ENGINEER
GRANDVILLE, MI 49418
THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: 2015 MICHIGAN BUILDING CODE 2015 INTERNATIONAL FIRE CODE 2015 MICHIGAN PLUMBING CODE 2015 MICHIGAN MECHANICAL CODE 2017 NATIONAL ELECTRIC CODE WITH STATE AMENDMENTS (PART 8) 2015 MICHIGAN ENERGY CODE 2009 ICC/ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 2010 NFPA 13 FIRE SUPPRESSION 2010 NFPA 72 FIRE ALARM
CODE COMPLIANCE
CONSTRUCTION TYPE: VB UNPROTECTED
INTERIOR WALL AND CEILING FINISH REQTS BY OCCUPANCY 'SPRINKLERED'
INT. EXIT STAIRWAYS, RAMPS, AND EXIT PASSAGEWAYS CORRIDORS AND ENCLOSURE FOR EXIT ACCESSWAY AND STAIRWAYS ROOMS AND ENCLOSED SPACES
FIRE ALARM SYSTEM: NO
LENGTH OF TRAVEL MAX 200' WITHOUT SPRINKLER SYSTEM MAX TRAVEL LENGTH LESS THAN 200'
OCCUPANCY: T.B.D. PER TENANT PLANS
CODE SECTION
907.2
LANDLORD WORK LETTER SHALL SUPERSEDE ALL DRAWINGS
AB. A.B. ABBREV. A/C A.C.T. ACOUST. A.D. A.F.F. ALUM. ANOD. APPVD. ARCH. BD. BLDG. BLK. BM. B.O.S. BOTT. C/C CER. CEM. C.J. CLG./CEIL. CLR. C.M.U. COL. CONC. COMP. CONT. CORR. CPT. C.T. DBL. DET. DIA. DIAG. DIM. DIR. DN. D.O. DR. D.S. DWG. DWR. EA. E.E.R. ELEC. ELEV./EL. ELEV. EMERG. ENGR. E.J. EQUIP. EX'G. EXT. EXP. E.W.C. E.W. F.D. F.F. F.H.C. FIN. FLR.
ANCHOR BOLT ABOVE ABBREVIATION(S) AIR CONDITIONING ACOUSTICAL CEILING TILE ACOUSTIC AREA DRAIN ABOVE FINISH FLOOR ALUMINUM ANODIZED APPROVED ARCHITECTURAL BOARD BUILDING BLOCK BEAM BOTTOM OF STEEL BOTTOM CENTER TO CENTER CERAMIC CEMENT CONTROL JOINT CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE COMPOSITION CONTINUOUS CORRIDOR CARPET CERAMIC TILE DOUBLE DETAIL DIAMETER DIAGONAL DIMENSION DIRECTION DOWN DOOR OPENING DOOR DOWNSPOUT DRAWING DRAWER EACH ELECTRONIC EQUIPMENT ROOM ELECTRICAL ELEVATION ELEVATOR EMERGENCY ENGINEER EXPANSION JOINT EQUIPMENT EXISTING EXTERIOR EXPANSION ELECTRIC WATER COOLER EACH WAY FLOOR DRAIN FINISH FLOOR FIRE HOSE CABINET FINISH FLOOR
ABBREVIATIONS
LOCATION MAP
PROJECT LOCATION
F.O. F.O.C. F.O.F. F.O.M. F.O.S. F.R.P. F.S. FT. GA. GALV. GL. G.F.R.G. G.F.R.C. GR. GYP. BD. G.W.B. H. H.B. H/C HDWD. H.M. HORIZ. HGT. HPL HVAC
HYD. I.D. IN. INSUL. INT. I.W. JAN. JT. JST. LAM. LAV. LTG. LVL. LTWT. MAINT. MATL. MAX. M.B. MECH. MET. MEZZ. MFR. MIN. MISC. M.O. MULL. N.I.C. NO. NOM. NONCOM N.T.S. O.C. O.C.C. O.D. O.F.
FINISHED OPENING FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD FIBER REINFORCED PLASTIC FLOOR SINK FEET GAUGE GALVANIZED GLASS GLASS FIBER REINFORCED GYPSUM GLASS FIBER REINFORCED CONCRETE GRADE GYPSUM BOARD GYPSUM WALL BOARD HIGH HOSE BIB HANDICAP HARDWOOD HOLLOW METAL HORIZONTAL HEIGHT HIGH PRESSURE LAMINATE HEATING VENTILATION AIR CONDITIONING HYDRANT INSIDE DIAMETER INCHES INSULATION INTERIOR INDIRECT WASTE JANITOR JOINT JOIST LAMINATE LAVATORY LIGHTING LEVEL LIGHTWEIGHT MAINTENANCE MATERIAL MAXIMUM MACHINE BOLT MECHANICAL METAL MEZZANINE MANUFACTURER MINIMUM MISCELLANEOUS MASONRY OPENING MULLION NOT IN CONTRACT NUMBER NOMINAL NONCOMBUSTIBLE NOT TO SCALE ON CENTER OPERATOR CONTROL CENTER OUTSIDE DIAMETER OVERFLOW
OFF. OFI OFOI OFCI OPP. O.H. OPN'G. P.T. PWD. Q.T. R. RAD. R.D. REF. REFL. REINF. REQ'D. RES. RM. R.O. R.S. R.C. S.C. SECT. SHT. S.F. SIM. SIMUL. SPEC. S.S. STA. STD. STRUCT. SUSP. SYM. S4S T. T.&B. T.&G. TEMP. TEL. TH. T.O.C. T.O.P. T.O.M. T.O.S. T.O.W. TYP. U.N.O. UR. VCT VERT. VEST. W. W/ W.C. WD. W.I. W/O WP
OFFICE OWNER FURNISH ITEM OWNER FURNISH OWNER INSTALL OWNER FURNISH CONTRACTOR INSTALL OPPOSITE OVERHEAD OPENING PRESSURE TREATED PLYWOOD QUARRY TILE RISER RADIUS ROOF DRAIN REFERENCE REFLECTED REINFORCED REQUIRED RESILIENT ROOM ROUGH OPENING ROOF SUMP ROOF CONDUCTOR SOLID CORE SECTION SHEET SQUARE FOOT SIMILAR SIMULATED SPECIFICATIONS STAINLESS STEEL STATION STANDARD STRUCTURAL SUSPENDED SYMMETRICAL SURFACED FOUR SIDES TREAD TOP AND BOTTOM TONGUE AND GROOVE TEMPERED TOP OF PARAPET TOP OF MASONRY TOP OF STEEL TOP OF WALL TYPICAL UNLESS NOTED OTHERWISE URINAL VINYL COMPOSITION TILE VERTICAL VESTIBULE WIDE WITH WATER CLOSET WOOD WROUGHT IRON WITHOUT WEATHERPROOF
DEFERRED SUBMITTALS
RIVERTOWN PKWY
38228 John P. Clinton Twp., Mi 48036 [email protected]
586.883.2734 mobile 586.468.4314 office / fax email
GENERAL STRUCTURAL NOTES:
1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND SPECIFICATIONS. SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS, SPECIFICATIONS, AND/OR THE GENERAL STRUCTURAL NOTES, THE STRICTEST PROVISIONS SHALL GOVERN.
2. TYPICAL DETAILS AND OTHER DETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO THE CONDITIONS DESCRIBED IN THE DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY REFERENCED ON THE PLANS.
3. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE, AND TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDED THE ADDITION OF TEMPORARY SHORING, BRACING, GUYS OR TIE DOWNS IF NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTORS'S PROPERTY AFTER COMPLETION OF THE PROJECT.
4. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE LOCAL GOVERNING CODES, LATEST EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWING MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE.
5. GOVERNING BUILDING CODE BUILDING CODE PER COVERSHEET.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL RELEVANT DIMENSIONS AND ELEVATIONS FOR EQUIPMENT INSTALLATIONS AGAINST MANUFACTURER'S CERTIFIED EQUIPMENT DRAWINGS.
7. FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS IN FIELD. MATCH EXISTING CONSTRUCTION WHEREVER POSSIBLE. NOTIFY ENGINEER IMMEDIATELY OF ANY CONDITIONS WHERE DAMAGED OR DETERIORATED MATERIAL IS UNCOVERED, OR OF ANY EXISTING CONDITIONS WHICH MAY BE CONSTRUED AS UNSAFE OR UNSTABLE.
FOOTINGS AND FOUNDATIONS:
1. AN ASSUMED MINIMUM NET ALLOWABLE SOIL BEARING CAPACITY OF 1500 PSF HAS BEEN USED. THE ACTUAL BEARING CAPACITY OF THE SOIL SHALL BE FIELD VERIFIED AS A MINIMUM OF 1500 PSF PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY IF THE SAIL BEARING CAPACITY DOES NOT MEET THE MINIMUM NOTED HEAR. FOOTINGS SHALL BE CARRIED DOWN TO UNDISTURBED SOIL OR COMPACTED FILL.
2. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD MEASUREMENTS AS JOB SITE AND REPORT ANY DISCREPANCIES OR INTERFERENCES TO OWNER'S REPRESENTATIVE.
3. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE DRAWINGS.
4. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUBGRADE CONTAINING FREE WATER, FROST OR ICE. SHOULD WATER OF FROST, HOWEVER SLIGHT, ENTER A FOOTING EXCAVATION AFTER SUBGRADE APPROVAL, THE SUBGRADE SHALL BE REINSPECTED BY THE GEOTECHNICAL ENGINEER/TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST.
5. EXCAVATED MATERIAL SHALL BE LEGALLY DISPOSED OFF THE OWNERS'S PROPERTY OR REUSED AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
SHOP DRAWINGS:
1. THE USE OF ENGINEERING DRAWINGS AS ERECTION DRAWINGS BY THE CONTRACTOR IS STRICTLY PROHIBITED.
2. THE CONTRACTORS SHALL ALLOW IN HIS SCHEDULING DETAILING, FABRICATION AND ERECTION A MINIMUM OF 10 WORKING DAYS FOR REVIEW OF EACH SHOP DRAWING SUBMITTAL BY THE STRUCTURAL ENGINEER.
3. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERCEDED BY THE CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT CONSTRUCTION IS IN ACCORDANCE WITH THE LATEST CONTRACT DOCUMENTS. SHOP DRAWING REVIEW BY THE ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. ENGINEER'S REVIEW DOES NOT GUARANTEE THAT THE SHOP DRAWINGS ARE CORRECT NOR INFER THAT THE SHOP DRAWINGS SUPERCEDE THE CONTRACT DOCUMENTS.
4. PROVIDE ONE PRINT SETS OF SHOP DRAWINGS FOR REVIEW.
CASTINPLACE CONCRETE:
1. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 30102, "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE".
2. ALL CONCRETE SHALL HAVE A MINIMUM 28DAY COMPRESSIVE STRENGTH AS NOTED BELOW: A. FOOTINGS & FOUNDATIONS: 3000PSI B. SLAB ON GRADE (WHERE REPLACEMENT IS REQUIRED): 4000PSI C. SUPPORTED SLABS: 3000 PSI
3. 4. EXTERIOR CONCRETE, AN/OR INTERIOR CONCRETE SUBJECTED TO FREEZE/THAW, SALT, ETC., INCLUDING WALLS SHALL BE AIRENTRAINED 5% +/ 1%.
5. REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60.
6. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS AND SHALL CONFORM TO ASTM A185 AND HAVE A MINIMUM SIDE AND END LAP OF 8 INCHES.
7. THE CONTRACTOR SHALL SUBMIT THE CONCRETE MIX DESIGNS (S) FOR REVIEW. PROPORTION MIX DESIGNS AS DEFINED IN ACI 301. THE SUBMITTAL SHALL INCLUDE CEMENT TYPE AND SOURCE, CEMENT CUBE STRENGTH, AGGREGATE GRADATIONS, WATER TEST, ADMIXTURE CATALOG INFORMATION AND CYLINDERS STRENGTH TEST RESULTS FOR EACH CONCRETE SUBMIT MIX. NO LESS THAN 30 TEST @ 7 & 28 DAYS.
8. MINIMUM CONCRETE COVER SHALL BE PRE ACI (UNLESS NOTED OTHERWISE).
9. ANCHOR BOLTS (FURNISHED BY STRUCTURAL STEEL CONTRACTOR) SHALL BE SET BY TEMPLATE TO WITHIN A 1/8" TOLERANCE IN ANY PLAN DIRECTIONS IN PIERS, FOOTINGS, AND FOUNDATION WALLS WITH THE MINIMUM EMBEDMENT INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE.
10. THE CONCRETE CONTRACTOR SHALL BE RESPONSIBLE FOR POUR SEQUENCES AND CONSTRUCTION PROCEDURES FOR CONCRETE WORK TO ACCOUNT FOR ALL FACTORS DURING THE CONSTRUCTION PHASE.
11. NONSHRINK GROUT: GROUT SHALL CONFORM TO ASTM C1107. GROUT SHALL BE PREMIXED, NONSHRINK NONCATALYZED NATURAL AGGREGATE GROUT, FOR COLUMN LEVELING PLATES WHICH ARE NOT BOLTED DOWN BEFORE COLUMN ERECTION, AND OTHER STRUCTURAL LOAD BEARING APPLICATIONS, AND FOR ITEMS SETS INTO CONCRETE BLOCKOUTS OR DEPRESSIONS, OR SET INTO CONCRETE TOPPINGS. L & M "CRYSTEX", W.R. MEADOWS "588 GROUT", MASTER BOULDERS "MASTERFLOW 928 GROUT", OR DAYTONSUPERIOR "HIGH PERFORMANCE". SEVENDAY COMPRESSIVE STRENGTH FOR THE SPECIFIED CONSISTENCY SHALL BE AT LEAST, 7,000 PSI PLASTIC, 6,000 PSI FLOWABLE, AND 5,000 PSI FLUID CONSISTENCY.
4' 6" 34' 6" 4' 6" 27' 6" 4' 6"
75' 6"
4' 6"
8' 5"
5' 0"
28 ' 1 "
4' 6"
50 ' 6 "
5' 0"
4' 6" 34' 6" 4' 6" 27' 6" 4' 6"
4' 6"
3' 6"
4' 6"
11 ' 1 "
5' 0"
9' 5"
4' 6"
3' 6"
4' 6"
2' 5"
4' 0"
4' 0"
8' 4"
3' 0"
3' 4"
3' 0"
8' 4"
4' 0"
4' 0"
2' 5"
32 ' 5 "
3' 4"
11 ' 1 "
71' 10"1' 6" 1' 6"
1' 6"
1
S-503
1
S-503
2
S-503
2
S-503
2
S-503
2
S-503
3
S-503
3
S-503
3
S-503
3
S-503
4" CONCRETE SLAB REFER TO SLAB DETAIL THIS SHEET. GIVE ASPEN 3 WEEK NOTICE PRIOR TO SLAB POUR
5' 0"
SEAL:
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
REV DATE ISSUED 110421 ALRIG REVIEW SET
NORTH
38228 John P. Clinton Twp., Mi 48036 [email protected]
586.883.2734 mobile 586.468.4314 office / fax email
1. WOOD CONSTRUCTION SHALL BE PER AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) AND NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA) STANDARDS AND SPECIFICATIONS.
2. ALL LUMBER FARMING MEMBERS ARE TO HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (NDS) AS PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA).
3. PROVIDE DOUBLE STUD AT EACH END OF WOOD HEADERS, TYPICAL U.N.O.
4. ALL STRUCTURAL MICRO LAMINATED TIMBER TO HAVE THE FOLLOWING MINIMUM DESIGN PROPERTIES BASED ON AITC GRADING STANDARDS:
FB = 2,800PSI FV = 285 E = 2,000,000 PSI
5. ALL TRUSSES, JOIST AND RAFTERS TO BE ALIGNED WITH STUDS BELOW: FB = 1,000 PSI (1,150 PSI REPETITIVE) FV = 65 PSI E = 1,200,000PSI NO. 2 OR BETTER
1. PROVIDE 2 x 6 STUDS AT 16" O.C. UNLESS OTHERWISE NOTED.
2. ON DRAWINGS, PROVIDE 2 x 6 PT. BASE AND TWO (2) 2 x 6 TOP UNLESS OTHERWISE NOTED. PROVIDE A MINIMUM OF THREE (3) 2 x 6 AT ANY OPENINGS IN BEARING WALLS IN WHICH END CONDITION IS NOT CALLED FOR.
3. INTERIOR SHEAR WALLS AS NOTED SHALL BE BRACED WITH 16 GAUGE GALVANIZED METAL TIES ON A V FORM FROM BOTTOM TO TOP PLATE. ATTACH BRACES TO TOP AND BOTTOM PLATES WITH TWO (2) 16 PENNY NAILS FOR INTERMEDIATE NAILING USE 6 PENNY NAILS.
• ROOF FRAMING PLANS AND FLOOR FRAMING PLANS ARE "SCHEMATIC" ONLY TRUSS MANUFACTURER TO PREPARE FINAL FRAMING PLANS FOR THE CONTRACTOR'S USE IN FIELD. NOTIFY ARCHITECT / ENGINEER OF ANY CHANGES.
• WOOD TRUSSES WHICH ARE FABRICATED BY A LICENSED FABRICATOR SHALL BE FURNISHED IN ACCORDANCE WITH DESIGNS PREPARED, SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER AND THE SPECIFICATIONS SHALL BE PREPARED AS OUTLINED BY THE "NATIONAL DESIGN SPECIFICATIONS FOR THE STRESS GRADE LUMBER AND ITS FASTENINGS" BY AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION) AND "DESIGN SPECIFICATIONS FOR THE LIGHT METAL PLATE CONNECTED WOOD TRUSSES, BY TRUSS PLATE INSTITUTE UPLIFT 55 PSI MIN (NET).
• THE DESIGN AND SHOP DRAWINGS, AS WELL AS THE FABRICATION OF WOOD TRUSSES, WILL BE SUBJECT THE INSPECTION AND APPROVAL OF THE ARCHITECT/ENGINEER AT ALL TIMES.
• THE HANDLING ERECTION AND FIXING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE DESIGN DRAWINGS OF SAID WOOD TRUSSES.
• DESIGN AN MANUFACTURING OF FLOOR TRUSSES AND GIRDERS MUST ACCOMMODATE AC DUCT WORK AND AIR HANDLING UNITS, COORDINATE FOR SIZE LOCATION AND WEIGHTS.
• A//C CONTRACTOR AND FLOOR TRUSS MANUFACTURER SHALL COORDINATE THIS EFFORT.
• TRUSS DETAILS ARE FOR CONFIGURATION PROPOSES ONLY. DO NOT SCALE FOR DESIGN OR MANUFACTURING PURPOSES.
• SEE BUILDING SECTION & DETAILS FOR TRUSS PROFILES AND PRESENCE OF BOTTOM CHORD SHEATHING.
• ALL PERMANENT TRUSS BRACING; INCLUDING CONTINUOUS LATERAL, DIAGONAL, BOTTOM CHORD, & PIGGYBACK, AND THEIR CONNECTIONS SHALL BE DESIGNED BY TRUSS MANUFACTURER SEE TRUSS MANUFACTURER'S DRAWINGS FOR WEB AND LATERAL BRACING SIZE & LOCATION REQUIREMENTS. ALL BRACING SHALL BE INSTALLED BY G.C.
• G.C. TO PROVIDE TRUSS MANUFACTURER W/ LOCATIONS & WEIGHTS OF EQUIPMENT LOADS.
• G.C. TO FIELD FRAME AS REQUIRED BETWEEN TRUSSES TO CREATE WALL PROFILE PER ARCHITECTURAL SECTION AND ELEVATIONS.
• ALL METAL TRUSS HANGERS BY TRUSS MANUFACTURER WHERE REQUIRED.
• PROVIDE (2) 2x6 WOOD BLOCKING AROUND ALL ROOF DECK OPENINGS & UNDER ROOF CURBS, SCUPPERS, ROOF DRAINS, ETC...
• THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOTE LESS THAN THAT SET FORTH IN I.B.C. TABLE 2304.9.1 "FASTENING SCHEDULE" SEE STRUCTURAL DRAWINGS.
• USE (1) "SIMPSON" H2.5T TRUSS ANCHORS @EACH ROOF TRUSS END W/ (5) 8dx1 1/2" NAILS INTO TRUSS & (5) 8d NAILS INTO MIN. DOUBLE PLATE. APPLY AT OPPOSITE SIDES OF TRUSS AND PLATE.
• UNLESS NOTED OTHERWISE, NAIL ROOF SHEATHING 6" O.C. @PANEL EDGES W/8d NAILS. NAIL 12" O.C. (MIN.) @ INTERMEDIATE SUPPORTS.
• USE 'SIMPSON' LGT AT ALL GIRDER TRUSS BEARING ON STUD WALLS. PROVIDE MULTIPLE MEMBERS POST TO MATCH NUMBER OF TRUSSPLIES.
WOOD NOTES:
75' - 0"
3' -
RTU1
RTU3
GIVE ASPEN 3 WEEKS NOTICE PRIOR TO ROOF INSTALL TO SET CURBS
ROOF TOP UNITS REFER TO HVAC DRAWINGS (INTERIOR PACKAGE) PROVIDE HEADER TRUSS/BLOCKING AS REQUIRED FOR OPENING IN ROOF DECK DESIGN ROOF TRUSSES TO ACCOMMODATE RTU LOAD
8' -
0"
H1 H1 H1 H1 H1
H2
H2
H2
H2
H2
12 0 PL F
THERMAL FACTOR (Ct)
IMPORTANCE FACTOR (I)
TRUSSES
PSF
PSF
PSF
PSF
PSF
25 60
< 6'0"
> 6'0"
SIZE ∠4x4x1/4
∠6x4x5/16
8" TYP BEARING AT ENDS 4" BEARING AT BUILDING BUMP OUTS IS ACCEPTABLE
60 PSF
120 PSF
60 PSF
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
REV DATE ISSUED 110421 ALRIG REVIEW SET
NORTH
38228 John P. Clinton Twp., Mi 48036 [email protected]
586.883.2734 mobile 586.468.4314 office / fax email
WOOD SHEAR WALL SCHEDULE
CONCRETE ANCHOR BOLT
WOOD SHEAR WALL SCHEDULE NOTES: 1. USE "SIMPSON AT ACRYLIC TIE: IN LIEU OF SET EPOXY TIE WHEN TEMPERATURE <50 DEG. F DURING CURE TIME. SEE MANUFACTURER'S SPEC.'S FOR CURE TIMES. 2. FOR REQUIRED FASTENER FINISH IN TREATED LUMBER, SEE SECTION XXIV, LUMBER OF THE GENERAL SPECIFICATION ON SHEET T2.0 3. EMB IS THE ANCHOR EMBEDDMENT
7/16 OSB ONE SIDE
SHEAR WALL ANCHOR
MIN THICKNESS (INCH)
SIDING NAILED TO STUDS
MARK
2x8
MICROLLAM
3 2x6 #1/#2 SPF
WOOD HEADER SCHEDULE NOTES: NAIL ALL HEADERS, BEANS AND LINTELS UP TO 11 7/8 " IN DEPTH w/ 10D NAILS @ 12" O.C. TOP AND BOTTOM (MIN.). NAIL ALL HEADERS, BEAMS AND LINTELS GREATER THAN 11 7/8" IN DEPTH w/ 10d NAILS @ 12" O.C. TOP, MIDDLE, AND BOTTOM (MIN.) (3) PLY & GREATER HEADER, BEAM AND LINTEL MEMBERS REQUIRE NAILING FROM EACH SIDE. ALL HEADERS TO BE PLACED DIRECTLY BELOW WALL TOP PLATES. NAIL ALL 2x4 STUD COLUMNS W/ 10d NAILS @ 8" O.C. STAGGERED, ADJACENT FASTENERS FROM OPPOSITE SIDES. NAIL ALL 2x6 AND GREATER STUD COLUMNS w/ (2) 10d NAILS @ 8" O.C. STAGGERED, ADJACENT FASTENERS FROM OPPOSITE SIDES. LUMBER SPEC. LISTED IN GENERAL BUILDING SPECIFICATIONS, SHEET T2.0.
WOOD HEADER SCHEDULE
2
1
2x6
2x6
1
2
CONNECTION TABLE 2304.9.1 WOOD CONNECTION FASTENING SCHEDULE
1. JOIST TO SILL OR GIRDER 3 8d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE
TOENAIL
2. BRIDGING TO JOIST 2 8d COMMON 2 3" x 0.131" NAIL 2 3" 14 GAGE STAPLE
TOENAIL EACH END
3. 1" x 6" SUBFLOOR OR LESS TO EACH JOIST 2 8d COMMON FACE NAIL 4. WIDER THAN 1" x 6" SUBFLOOR TO EACH JOIST 3 8d COMMON FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 16d COMMON BLIND & FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING
SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANEL
16D @ 16" O.C. 3" x 0.131" NAIL @ 8" O.C. 3" 14 GAGE STAPLE @ 12" O.C.
TYPICAL FACE NAIL
FASTENING (A) (M) LOCATION
3 16D @ 16" 3" x 0.131" NAIL @ 16" 3" 14 GAGE STAPLE PER 16"
BRACED WALL PANELS
7. TOP PLATE TO STUD 2 16d COMMON 2 3" x 0.131" NAIL 2 3" 14 GAGE STAPLE
END NAIL
8. STUD TO SOLE PLATE 4 8d COMMON 4 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE
TOE NAIL
2 16d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE
END NAIL
9. DOUBLE STUDS 16d @ 24" O.C. 3" x 0.131" NAIL @ 8" O.C. 3" 14 GAGE STAPLE @ 8" O.C.
FACE NAIL
10. DOUBLE TOP PLATES 16d @ 16" O.C. 3" x 0.131" NAIL @ 12" O.C. 3" 14 GAGE STAPLE @ 12" O.C.
TYPICAL FACE NAIL
8 16d COMMON 12 3" x 0.131" NAIL 12 3" 14 GAGE STAPLE TYPICAL FACE NAIL
LAP SPLICE
11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE
3 8d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE
TOENAIL
12. RIM JOIST TO TOP PLATE 8d @ 6" (152MM) O.C. 3" x 0.131" NAIL @ 6" O.C. 3" 14 GAGE STAPLE @ 6" O.C.
TOENAIL
13. TOP PLATES, LAPS AND INTERSECTIONS 2 16d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE
FACE NAIL
14. CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 8d COMMON
5 3" x 0.131" NAIL 5 3" 14 GAGE STAPLE
TOENAIL
16. CONTINIOUS HEADER TO STUD 4 8d COMMON TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1)
3 16d COMMON MIN., TABLE 2308.10.4.1 4 3" x 0.131" NAIL 4 3" 14 GAGE STAPLE
FACE NAIL
18. CEILING JOISTS TO PARALLEL RAFTERS (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1)
3 16d COMMON MIN., TABLE 2308.10.4.1 4 3" x 0.131" NAIL 4 3" 14 GAGE STAPLE
FACE NAIL
19. RAFTER TO PLATE (SEE SECTION 2308.10.1, TABLE 2308.10.1)
3 8d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE FACE NAIL
TOE NAIL
20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 3 8d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE FACE NAIL
FACE NAIL
21. 1" x 8" SHEATHING TO EACH BEARING WALL 2 8d COMMON FACE NAIL 22. WIDER THAN 1" x 8" SHEATHING TO EACH BEARING 3 8d COMMON FACE NAIL 23. BUILDUP CORNER STUDS 16d COMMON
3" x 0.131" NAIL 3" 14 GAGE STAPLE
24" O.C. 16" O.C. 16" O.C.
24. BUILTUP GIRDER AND BEAMS 20d COMMON @ 32" O.C. 3" x 0.131" NAIL @ 24" O.C. 3" 14 GAGE STAPLE @ 24" O.C. 2 20d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE
FACE NAIL AT ENDS AND AT EACH SPLICE
25. 2" PLANKS 16d COMMON AT EACH BEARING 26. COLLAR TIE TO RAFTER 10d COMMON
4 3" x 0.131" NAIL 4 3" 14 GAGE STAPLE FACE NAIL
FACE NAIL
27. JACK RAFTER TO HIP 3 10d COMMON 4 3" x 0.131" NAIL 4 3" 14 GAGE STAPLE
TOENAIL
2 16d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE
FACE NAIL
28. ROOF RAFTER TO 2x RIDGE BEAM 2 16d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE
TOENAIL
2 16d COMMON 3 3" x 0.131" NAIL 3 3" 14 GAGE STAPLE
FACE NAIL
29. JOIST TO BAND JOIST 3 16d COMMON 5 3" x 0.131" NAIL 5 3" 14 GAGE STAPLE
FACE NAIL
30. LEDGER STRIP 3 16d COMMON 4 3" x 0.131" NAIL 4 3" 14 GAGE STAPLE
FACE NAIL
1/2" AND LESS
19/34" TO 3/4"
7/8" TO 1" 1 1/8" TO 1 1/4" 3/4" AND LESS 7/8 " TO 1" 1 1/8 " TO 1 1/4 "
6d (C)(L) 2 3/8 " x 0.113" NAIL (N) 1 3/4 " x 16 GAGE (O) 8d (d) OR 6d (E) 2 3/8 " x 0.113" NAIL (P) 2" 16 GAGE (P) 8d (C) 10d OR 8d (E) 6d (E) 8d (E) 10d (d) OR 8d (E)
32. PANEL SIDING (TO FRAMING) 1/2 " OR LESS 5/8 " OR LESS
6d (F) 8d (F)
33. FIBERBOARD SHEATHING: (G) 1/2 "
25/32 "
NO. 11 GAGE ROOFING NAIL (H) 6d COMMON NAIL NO. 16 GAGE STAPLE (I) NO. 11 GAGE ROOFING NAIL (H) 8d COMMON NAIL NO. 16 GAGE STAPLE (I)
34. INTERIOR PANELING 1/4 " 3/8 "
4d (J) 6d (K)
FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPP. SIDES
W SW
WSWA
WSWA
NOTE: TEMPORARILY BRACE WALLS MAX 20'0" O.C. UNTIL INTERIOR WALLS ARE CONSTRUCTED
= HOLD DOWN SEE WOOD SHEAR WALL SCHEDULE ABOVE
BOUNDARY NAILING (BOUNDARY EDGES OF SHEATHING)
INTERIOR SUPPORT NAILING 8d @ 12" O.C. (TYP.)
SHEATHING TYPE
FOUNDATION / FOOTING
THREADED ROD ANCHOR
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
REV DATE ISSUED 110421 ALRIG REVIEW SET
NTS2 TYPICAL SHEAR WALL
38228 John P. Clinton Twp., Mi 48036 [email protected]
586.883.2734 mobile 586.468.4314 office / fax email
T.O. PARAPET VARIES SEE ARCH.
TRUSS BEARING
WOOD TRUSSES SEE ROOF FRAMING PLAN
10d NAIL @ 6" O.C.
SIMPSON GA2 CLIP INTO TRUSS & TOP PLATE
DOUBLE 2x6 TOP PLATE
2x STUD FRAMING SEE ARCH SECTIONS
(1) 'SIMPSON' H 2.5 T W/(5) 8d NAILS INTO STUDS & TRUSS TOP CHORD
12 1/4
TRUSS BEARING
DOUBLE 2x6 TOP PLATE
2x8 PARAPET TRUSS UPRIGHT (SPF #2 OR BETTER)
5/8" OSB ROOF SHEATHING SEE TRUSS FRAMING NOTES
10d NAIL @ 6" O.C.
'SIMPSON' A23 CLIP @ EACH UPRIGHT
WOOD TRUSS SEE ROOF FRAMING PLAN
ATTACH TRUSS WEBS TO PARAPET WALL
12 1/4
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
1" = 1'0" 1 TRUSS BEARING DETAIL
1" = 1'0" 2 FRAMING DETAIL
CHAVES ASSOCIATES, INC. STRUCTURAL ENGINEERS
38228 John P. Clinton Twp., Mi 48036 [email protected]
586.883.2734 mobile 586.468.4314 office / fax email
REFER TO PLAN (5'0" MAX. SPAN)
3' 6" M
TRENCH FOOTING BEYOND
2"3" MIN. REQ'D IF DOOR PIVOT IS SPECIFIED
SLOPE (1/8" MIN. 1/2" MAX.) #4 REBAR 12"x 12" AT 18" O.C.
AT ALL SLAB EDGES
EXTERIOR REINFORCED CONC. SLAB (BROOM FINISH TYPICAL U.N.O. REFER TO CIVIL ENGINEERING DRAWINGS FOR ADDITIONAL INFO REGARDING EXTERIOR FLATWORK FINISHES)
CONC. MASS FOOTING (REFER TO STRUCTURAL DRAWINGS)
8" 3' 6"
#5 x 24" DOWELS @ 48" O.C.
12" CMU w/ 1/2" DIA. x 8" LG ANCHOR BOLTS @ 4' O.C. GROUT SOLID REFER TO SHEAR WALL DETAILS FOR ADDITIONAL ANCHORING
CONCRETE SLAB REFER TO PLAN
EXTERIOR WALL REFER TO ARCHITECTURAL DRAWINGS
FIN FLR
1' 10"
CONCRETE SLAB REFER TO PLAN
(2) 8" CMU w/ 1/2" DIA x 8" LG ANCHOR BOLTS @ 4' O.C. GROUT SOLID REFER TO SHEAR WALL DETAILS FOR ADDITIONAL ANCHORING
#5 x 24" DOWELS @ 48" O.C.
#5 x 24" DOWELS (3) PER CORNER PIER
CONCRETE TRENCH FOOTING w/ (3) #5 TOP & BOTTOM
3" 1' 4" 3"4" CONCRETE FLOOR SLAB REINFORCED w/ BLENDED LENGTH FIBRILLATED POLYPROPYLENE FIBERS AT 1/5 LBS. /CUBIC YARD OR 6x6W1.4 x W1.4 W.W.F.
10mil VAPOR RETARDER w/ TAPED JOINTS (MIN. 6" LAP)
6" COMPACTED GRANULAR FILL
SAW CUT JOINT "EARLY ENTRY SAW" = 1" MIN. "WET CUT SAW" = 1/4" SLAB THICKNESS
W.W.F. (CONTINUOUS THRU JOINT)
W.W.F. (DISCONTINUOUS @ JOINT)
1/2" EXPANSION JT MAT'L REINF. CONC. SLAB SEE PLAN
2" X 24" RIGID PERIM INS.
TRENCH FTG w/ (2)#5 CONT. T & B.
8"x8" CAST CONC. THRESHOLD
ALUM STOREFRONT ASSY
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
3/4" = 1'0" 1 EXTERIOR SLAB @ ENTRY
3/4" = 1'0" 2 TRENCH FOOTING
3/4" = 1'0" 3 TRENCH FOOTING @ PIER
3/4" = 1'0" 5 LIGHTDUTY SLAB
3/4" = 1'0" 6 CONTROL JOINT
3/4" = 1'0" 7 EXPANSION JOINT
3/4" = 1'0" 4 TRENCH FOOTING @ STOREFRONT
4' 0" 3' 11" 8' 0" 7' 1" 8' 0" 8' 0" 4' 0" 8' 0" 2' 0" 8' 0" 2' 0" 8' 0" 4' 0"
75' 0"
4' 0"
4' 0"
4' 0"
8' 4"
3' 0"
3' 4"
3' 0"
8' 4"
4' 0"
4' 0"
4' 0"
50 ' 0 "
1' 0"
74' 4" OVERALL
4' 0" 3' 0" 8' 0" 8' 0" 8' 0" 8' 0" 4' 0" 8' 0" 2' 0" 8' 0" 2' 0" 8' 0" 4' 0"
4' 0"
29 ' 4 "
3' 4"
9' 4"
4' 0"
7
6
6
7
7766766
• ALL ITEMS TO BE COMPLETED PER SPECIFICATIONS AND GENERAL NOTES, UNLESS NOTED OTHERWISE.
• ALL INTERIOR DIMS.. ARE FROM FACEOFFINISH TO FACEOFFINISH.
• ALL INTERIOR WALLS TO BE 2x4 OR 2x6 WOOD STUDS @ 16" O.C. (SEE FLOOR PLAN FOR SIZE) W/ 5/8" GYPSUM BOARD BOTH SIDES EXTEND TO BOTTOM CHORD OF TRUSSES.
• PROVIDE 3 1/2" SOUND BATT INSULATION AROUND PERIMETER OF TOILET ROOM AND OFFICE WALLS.
• PROVIDE WOOD BLOCKING FOR ANY FURNISHING OF EQUIPMENT BY TENANT. VERIFY ALL LOCATIONS WITH TENANT BUILDOUT DRAWINGS.
• ALL EXTERIOR WINDOWS TO HAVE GYPSUM BOARD RETURNS AT HEAD AND JAMBS. (PLASTIC LAMINATE COVERED WOOD SILL BY TENANT).
• FINAL INTERIOR WALL AND FLOOR FINISHES TO BE COORDINATED WITH TENANT BUILDOUT DRAWINGS PRIOR TO ORDERING OR INSTALLING.
• TENANT FURNITURE AND EQUIPMENT LAYOUTS TO E COORDINATED WITH TENANT BUILDOUT DRAWINGS.
• ALL FUTURE TENANT INTERIOR WALLS TO BE PART OF A SEPARATE SUBMITTAL AND DRAWING PACKAGE. BUILDING SHELL CONTRACTOR TO COORDINATE BLOCKING, CONDUITS, PENETRATION, ETC. WITH FINAL TENANT BUILDOUT DOCUMENTS PRIOR TO APPLYING EXTERIOR WALL FINFISH GYP. BD.
• COORDINATE ALL UNDERSLAB CONSTRUCTIONS WITH TENANT PRIOR TO POURING FLOOR SLAB.
• CONTRACTOR SHALL PROVIDE PRODUCTS COMPLETE WITH ACCESSORIES, TRIM, FINISH, FASTENERS AND OTHER ITEMS NEEDED FOR A COMPLETE INSTALLATION AND INDICATED USE AND EFFECT.
• REFERENCE TO MATERIALS OR SYSTEMS HEREIN BY NAME, MAKE OR CATALOG NUMBER IS INTENDED TO ESTABLISH A STANDARD QUALITY, AND NOT TO LIMIT COMPETITION; AND THE WORDS "OR APPROVED EQUIVALENT" ARE IMPLIED FOLLOWING EACH BRAND NAME "OR APPROVED EQUAL". MATERIALS SHALL BE APPROVED BY ARCHITECT PRIOR TO ACCEPTANCE FOR USE.
• ALL EXPOSED CONCRETE FLOOR SLAB TO RECEIVE (1) COAT 'SYMMONS CORPORATION' CURE & SEAL.
• KNOX BOX REQUIRED, CONTACT THE FIRE DEPT. FOR PURCHASE INSTRUCTIONS AND PROPER MOUNTING LOCATION TO THE BUILDING.
GENERAL NOTES
1' 0"
TYP. EXTERIOR WALL • 5/8" GYP. (GYP. BY TENANT AT TIME OF BUILDOUT) • VAPOR RETARDANT • 2x6 WOOD STUD 16" O.C. w/ R19 BATT INSULATION • 1/2" EXTERIOR GRADE SHEATHING • AIR/MOISTURE BARRIER • 2" AIR GAP • 3 5/8" BRICK VENEER WALL TO RUN TO UNDERSIDE OF TRUSS
1' 4"
TYP. EXTERIOR WALL • 5/8" GYP. (GYP. BY TENANT AT TIME OF BUILDOUT) • VAPOR RETARDANT • 2x6 WOOD STUD 16" O.C. w/ R19 BATT INSULATION • 1/2" EXTERIOR GRADE SHEATHING • STAGGERED 2x4 WOOD STUDS 16" O.C. • 1/2" EXTERIOR GRADE SHEATHING • AIR/MOISTURE BARRIER • 2" AIR GAP • 3 5/8" BRICK VENEER WALL TO RUN TO UNDERSIDE OF TRUSS
3" 4 1/2" 4 1/2"
1' 0"
4' 0"
1' 4"
*SEE DETAIL 2/A101 FOR ADDITIONAL INFORMATION
4' 0"
4' 0"
3 3/4"
4' 0"
4' 0"
PROVIDE STRAPPING TO PREVENT INSULATION SLUMPING
2x4 WOOD STUD @ 16" O.C. STAGGERED
2x6 WOOD STUD @ 16" O.C. W/ R19 BATT INSULATION
VAPOR BARRIER
1' 4"
PROVIDE CONTINUOUS SEALANT @ ALUM. FRAME TO MASONRY JOINT, TYP.
BRICK HEAD IN CORNER
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
REV DATE ISSUED 110421 ALRIG REVIEW SET
NORTH
PROVIDE OPENING IN PARAPET FOR LADDER ACCESS
OUTSIDE FACE OF WALL BELOW (TYP.)
RTU1
RTU2
RTU3
PREFINISHED ALUMINUM COPING REFER TO WALL SECTIONS
LOCATE ROOF DRAIN & OVERFLOW ROOF DRAIN LEADERS IN FUTURE WALL BELOW
TAPERED RIGID INSULATION SADDLE AT ALL RTU LOCATIONS (TYP)
ROOF TOP UNIT (BY TENANT) SEE TENANT FINAL PLANS FOR EXACT LOCATION
TAPERED RIGID INSULATION SADDLE AT ALL RTU LOCATIONS (TYP)
ROOF TOP UNIT (BY TENANT) SEE TENANT FINAL PLANS FOR EXACT LOCATION
SLOPE SLOPE
SL O PE
SHADED AREA INDICATES TAPERED RIGID INSULATION
SL O PE
51 ' 4 "
76' 4"
G.C. TO GIVE TENANT(S) 3 WEEKS NOTICE PRIOR TO INSTALLATION OF ROOF MEMBRANE FOR INSTALLATION OF ROOF CURBS
5' 4" 33' 8" 5' 4" 26' 8" 5' 4"
33' 2"
5' 4"
2' 8"
5' 4"
24 ' 8 "
5' 4"
2' 8"
5' 4"
31 ' 0 "
5' 4" 33' 8" 5' 4" 26' 8" 5' 4"
33' 2"
5' 4"
35 ' 5 "
4' 0"
1' 3"
5' 4"
TAPERED RIGID INSULATION SADDLE AT ALL RTU LOCATIONS (TYP)
ROOF TOP UNIT (BY TENANT) SEE TENANT FINAL PLANS FOR EXACT LOCATION
6" O.R.D.
6" R.D.
PRODUCT: FULLY ADHERED ROOFING SYSTEM
MATERIALS: 60 MIL FLEXIBLE SHEET EPDM COMPLYING W/ ASTM D4637, TYPE I
POLYISOCYANURATE BOARD INSULATION COMPLYING W/ ASTM C1289, TYPE II, FELT OF GLASS FIBER, MAT FACER ON BOTH MAJOR SURFACES (R20)
GENERAL: EXTERIOR FIRE TEST EXPOSURE CLASS A; ASTM108 FOR APPLICATION AND SLOPES INDICATED.
WARRANTY: 10 YEAR TOTAL SYSTEM, NO DOLLAR LIMIT, MFR. WARRANTY W/ FULL ROOF REPLACEMENT AND LABOR.
INSTALL ROOFING OVER 1/2" PROTECTION BOARD OVER MIN. (2) LAYERS OF 2" RIGID POLYISOCYANURATE (R20 TOTAL) INSULATION OVER 3/4" PLYWOOD DECKING. PROVIDE TAPERED RIGID INSULATION OF TYPES SUITABLE FOR THE APPLICATION AS REQUIRED AND AS SHOWN ON ROOF PLAN (SHADED AREAS). SEE GENERAL ROOFING NOTES.
GENERAL NOTES:
• EXTRUDED POLYSTYRENE R=5 PER INCH
• POLYISOCYANURATE R=6 (1") R=12 (2") R=18.5 (3") r=25 (4")
• HIGH DENSITY FIBERBOARD (1/2") R=1.3
• PERLITE (3/4") R=2.08
• ALL TAPERED INSULATION TO BE E.P.S. AT 1/4" PER FOOT SLOP. PROVIDE HIGH DENSITY FIBERBOARD PROTECTION.
GENERAL ROOF NOTES:
R.D. = ROOF DRAIN LOCATION SEE DETAIL THIS SHEET O.R.D. = OVERFLOW ROOF DRAIN
• ROOFING CONTRACTOR TO PROVIDE AND INSTALL MEMBRANE FORM FLASHING FOR ALL ROOF PENETRATIONS PER ROOF MEMBRANE MANUFACTURER'S REQUIREMENTS.
• SEE MECHANICAL DRAWINGS FOR LOCATION AND SIZE OF ALL ROOF PENETRATIONS AND CURBS REQUIRED FOR MECHANICAL EQUIPMENT, SEE DETAIL THIS SHEET.
• ROOF PENETRATIONS TO BE PAINTED TO MATCH ROOF COLOR.
ROOF PAVERS:
• PROVIDE WALK PAD LAYOUT FROM ROOF HATCH TO ALL MECHANICAL UNITS. ROOFING CONTRACTOR TO COORDINATE WITH HVAC CONTRACTOR FOR UNIT MAINTENANCE. SIDE/ACCESS REQUIREMENTS. SUBMIT PAD LAYOUT AS SHOP DWG. FOR ARCHITECT REVIEW PRIOR TO INSTALL.
• PROVIDE SLIP RESISTANT 24"x24" CONTINUOUS RUBBER WALK PADS TO ALL MECHANICAL EQUIPMENT AND VALVE STATIONS. INSTALL PER STANDARD MANUFACTURER DETAIL AND SPECS. PATH TO BE VERIFIED. PROVIDE COST PER LINEAL FOOT.
• ALL PIPE RACKS TO BE GALVANIZED CONSTRUCTION. PROVIDE SUPPORT PADS 6" LARGER THAN THE PIPE STAND BASES. VERIFY RACK WEIGHTS OR GET WEIGHT LIMITS FROM STRUCTURAL.
WATER CUTOFF MASTIC
PRE MOLDED PIPE SEAL
SPLICING CEMENT
INSULATED METAL ROOF CURB BY ROOF TOP EQUIPMENT SUPPLIER • GENERAL CONTRACTOR
SHALL INSTALL SO THAT TOP OF CURB IS LEVEL
PROVIDE BLOCKING UNDER CURB AS REQUIRED TO RAISE TOP OF CURB HEIGHT ABOVE ROOF INSULATION TO ROOFING MFR MIN REQUIREMENTS
8" M
ROOFTOP EQUIPMENT, SEE MECHANICAL PLANS
ROOF MEMBRANE FORM FLASHING AS REQUIRED, ALL FLASHING REQUIRED FOR ROOF PENETRATIONS TO BE BY ROOFING CONTRACTOR
2x FRAMING AROUND OPENING, SEE STRUCTURE FRAMING PLANS AND DETAILS
CELOTEX "CAREY TRED" OR EQUAL
ROOF
GAS PIPING PIPE CLAMP LAG BOLT PIPE CLAMP TO WOOD BLOCK 6"X6" TREATED REDWOOD BLOCK
NOTE: GAS PIPING TO BE SUPPORTED 5'0" O.C. PIPING TO BE COATED W/ONE COAT OF BITUMASTIC PAINT.
SUPPORT SCHEDULE PIPE SIZE MAX SPACING UP TO 1 1/4"
1 1/2" THRU 2 1/2"
3" AND ABOVE
EXTEND ROOF MEMBRANE 1" (MIN.) INTO ROOF DRAIN BOWL ASSEMBLY
PROVIDE SUMP AROUND ROOF DRAIN. SLOPE DOWN AT 1 1/2"/FT. (MAX)
SEE ROOFING SPEC. FOR CONSTRUCTION
WOOD ROOF DECK
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
REV DATE ISSUED 110421 ALRIG REVIEW SET
NORTH
1 1/2" = 1'0" 3 GAS PIPE SUPPORT DETAIL
12" = 1'0" 4 ROOF DRAIN DEAIL WOOD
FIN FLR 0' - 0"
TRUSS BEARING 12' - 0"
19 ' 8 "
A-201 3
R 44 ' 6 "
NOTES: 1. PROVIDE 5/8" FRT PLYWOOD SUBSTRATE AS REQUIRED FOR ALL SIGN BOXES, SCONCES, UTILITIES, AWNINGS.
2. ALL GLAZING SHALL BE TEMPERED AS REQUIRED ADJACENT TO DOORS AND FINISHED FLOOR
T = TEMPERED GLAZING
STOREFRONT THERMALLY BROKEN ALUM. FRAME W/ INSULATED GLAZING MFR: TBD COLOR: CLEAR ANODIZED
1
2
3
4
5
6
7
8
9
10
STONE VENEER MFR: DUTCH QUALITY COLOR: SIENNA DRYSTACK MORTAR: WESTERN LIME CORP W5
MODULAR BRICK VENEER MFR: PINE HALL BRICK COLOR: BROWNS FERRY MORTAR: WESTERN LIME CORP W11
EIFS 1 MFR: DRYVIT STYLE: OUTSULATION PLUS MD TEXTURE: SANDPEBBLE FINE COLOR: 110 VAN DYKE
EIFS 2 MFR: DRYVIT STYLE: OUTSULATION PLUS MD TEXTURE: SANDPEBBLE FINE COLOR: 382 TAMALE
PRECAST CONCRETE SILL MFR: STONECAST COLOR: LIMESTONE MORTAR: WESTERN LIME CORP W5
LIGHTING SCONCE FIXTURE REFER TO ELECTRICAL DRAWINGS
ALUMINUM FRAME AWNING METAL PANELED, ALUMINUM FRAME AWNING BY TENANT AS SEPARATE SUBMITTAL COLOR: RED
REFER TO WALL SECTIONS AND DETAIL 11/A502 FOR BLOCKING REQUIREMENTS
SIGNAGE SIGNAGE ALLOWED: VERIFY MAX. SQ FT SIGNAGE SHALL BE SUBMITTED PER TENANT
REFER TO NOTE 1 FOR BLOCKING REQUIREMENTS
PREFINISHED METAL COPING MFR: FIRESTONE UNACLAD COLOR: ELECTRIC BLUE
EXTERIOR MATERIAL KEY
SEE SECTION FOR TYPICAL WALL CONSTRUCTION
CONT. BACKER ROD & CAMPATIBLE SEALANT
*SEE EXT. ELEVATIONS FOR MASONRY VENEER CONTROL JOINT LOCATIONS
SEE SECTIONS FOR TYPICAL WALL CONSTRUCTION
'HOHMANN & BARNARD' VENEER TIES SPACED @ 24" O.C. VERT. & 24" O.C. HORIZ. (TYP.)
CONT. BACKER ROD & COMPATIBLE SEALANTC.J.
SEAL:
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
REV DATE ISSUED 110421 ALRIG REVIEW SET
1/2" = 1'0" 3 SOLDIER BRICK DETAIL
1 1/2" = 1'0" 5 EIFS CONTROL JOINT
1 1/2" = 1'0" 4 MASONRY CONTROL JOINT
FIN FLR 0' - 0"
TRUSS BEARING 12' - 0"
EIFS V GROOVES (TYP.)
R 44 ' 6 "
NOTES: 1. PROVIDE 5/8" FRT PLYWOOD SUBSTRATE AS REQUIRED FOR ALL SIGN BOXES, SCONCES, UTILITIES, AWNINGS.
2. ALL GLAZING SHALL BE TEMPERED AS REQUIRED ADJACENT TO DOORS AND FINISHED FLOOR
T = TEMPERED GLAZING
STOREFRONT THERMALLY BROKEN ALUM. FRAME W/ INSULATED GLAZING MFR: TBD COLOR: CLEAR ANODIZED
1
2
3
4
5
6
7
8
9
10
STONE VENEER MFR: DUTCH QUALITY COLOR: SIENNA DRYSTACK MORTAR: WESTERN LIME CORP W5
MODULAR BRICK VENEER MFR: PINE HALL BRICK COLOR: BROWNS FERRY MORTAR: WESTERN LIME CORP W11
EIFS 1 MFR: DRYVIT STYLE: OUTSULATION PLUS MD TEXTURE: SANDPEBBLE FINE COLOR: 110 VAN DYKE
EIFS 2 MFR: DRYVIT STYLE: OUTSULATION PLUS MD TEXTURE: SANDPEBBLE FINE COLOR: 382 TAMALE
PRECAST CONCRETE SILL MFR: STONECAST COLOR: LIMESTONE MORTAR: WESTERN LIME CORP W5
LIGHTING SCONCE FIXTURE REFER TO ELECTRICAL DRAWINGS
ALUMINUM FRAME AWNING METAL PANELED, ALUMINUM FRAME AWNING BY TENANT AS SEPARATE SUBMITTAL COLOR: RED
REFER TO WALL SECTIONS AND DETAIL 11/A502 FOR BLOCKING REQUIREMENTS
SIGNAGE SIGNAGE ALLOWED: VERIFY MAX. SQ FT SIGNAGE SHALL BE SUBMITTED PER TENANT
REFER TO NOTE 1 FOR BLOCKING REQUIREMENTS
PREFINISHED METAL COPING MFR: FIRESTONE UNACLAD COLOR: ELECTRIC BLUE
EXTERIOR MATERIAL KEY
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
REV DATE ISSUED 110421 ALRIG REVIEW SET
FOUNDATIONS BELOW
4" BRICK ON 8" CONC. BLOCK SCREEN WALL
6" CONC. SLAB W/6x6 W1.9xW1.9 W.W.F. ON MIN. 6" WELLCOMP. SAND BASE TRASH RECEPTACLES (N.I.C.)
TUBE RAIL GATES W/CHAIN LINK FABRIC PROVIDE VERT. CEDAR SLATS WITHIN CHAIN LINK FOR MIN. 60% OPACITY
6"∅ CONC. FILLED STEEL GUARDPOSTS w/18"∅ x 3'6" DP. CONC. POST FOOTING (TYP.)
1' - 0" 20' - 0" 1' - 0"
22' - 0"
6"∅ STL. GUARDPOSTS (TYP.) CHAIN LINK GATE FABRIC w/CEDAR SLATS
FOUNDATIONS BELOW
#5 VERT. @ 24" O/C
FIN. PAVEMENT
1/2" EXPANSION JOINT
8" CONC. BLOCK (PAINTED) w/ HORIZ. JOINT REINF. @ 2'0" O.C. (VERT.) & #4 VERT. BARS @ 32" O.C. (HORIZ.)
PREFIN METAL COPING ON P.T. 2x12 WD. NAILER WITH 1/2"∅ ANCHOR BOLTS @ 48" O.C. GROUT CMU SOLID
6" CONC. SLAB w/6x6 W1.9 x W1.9 W.W.F. ON MIN. 6" WELLCOMP. SAND BASE
1' - 6"
DRAWN BY:
CHECKED BY:
IN CHARGE:
SHEET NAME:
JOB NO:
SHEET NO:
This drawing is an instrument of service, remaining th eproperty of Detroit Architectural Group, Inc. Any changes, publication, or unauthorized use is prohibited unless expressly approved.
Proposed
MEDICAL OFFICE SHELL BUILDING
1/4" = 1'0" 4 DUMPSTER ELEVATION
1/4" = 1'0" 1 Double Brick Plan
1/4" = 1'0" 3 Double Brick Front Elevation
1/2" = 1'0" 2 DUMPSTER SECTION
1/2" = 1'0" 5 SIGN ELEVATION AND SECTION
8"
3"
1"
4"
7' 8 "
1' 3 "
1/2" XPANSION JOINT
TRUSS BEARING: 12'0" A.F.F. SEE STRUCTURAL
T.O. WINDOW SILL 3'1 1/2"
EIFS VGROOVE