11-72-007s
2V -10'
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scale 3/16 " =1' -0"
GENERAL NOTES
I. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING FLOOR
ELEVATIONS AND JOB SITE CONDITIONS RELATED TO TH15 WORK. ANY
DISCREPANCIES IN DIMENSIONS OR SPECIAL MODIFICATIONS REQUIRED DUE TO
TO FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT FOR
CLARIFICATION OR APPROVAL OR MODIFICATION BEFORE COMMENGIN6 WORK.
THE RESPONSIBILITY FOR ANY CHAN&ES MADE ON THE FIELD WITHOUT
NOTIFICATION TO THE ARCHITECT, SHALL REST WITH THE CONTRACTOR
OR ANY OTHER PER—SON APPROVING SUCH CHANGE.
2. THE GENERAL CONTRACTOR, ALL SUBCONTRACTORS AND ALL MAJOR
SUPPLIERS SHALL SUBMIT TO THE OWNER WITHIN 50 DAYS AFTER
COMPLETION ALL "RELEASE OF LIENS" FOR ALL WORK PERFORMED
PRIOR TO FINAL PAYMENT.
5. ALL DIMENSIONS SHALL BE CONSIDERED "NOMINAL" UNLESS NOTED
OTHERWISE. DIMENSIONS SHALL HAVE PREFERENCE OVER SCALED
DRAWINGS. DIMENSIONS ON LARGE SCALE DRAWINGS OR DETAILS
WILL PREVAIL OVER SMALLER SCALED DRAWINGS.
4. ALL WORK SHALL BE IN COMPLIANCE WITH THE S.FB.C. AND ALL
APPLICABLE STATE, LOCAL REGULATIONS AND ORDINANCES
HAVING JURISDICTION OVER THE PROJECT.
S. ALL MANUFACTURERS AND /OR 5UPPLIERS SHALL SUBMIT SHOP
DRAWIN65 TO THE ARCHITECT FOR APPROVAL PRIOR TO
FABRICATIONS.
6. TERMITE TREATMENT: TREAT ALL SOIL UNDER SLAB AND
WITHIN A DISTANCE OF 4' -0" BEYOND ALL FOOTINGS AND SLAB
EDGES AS PER REQUIREMENTS OF THE FLORIDA STATE BOARD OF
HEALTH, MEMORANDUM 1'15, JULY 51, Ig78.
"BUILDING SHALL HAVE PRE - CONSTRUCTION TREATMENT
PROTECTION AGAINST SUBTERRANEAN TERMITES IN ACCORDANCE
WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES,
A CERTIFICATE OF COMPLIANCE SHALL BE 155UED TO THE
BIULDIN6 DEPARTMENT BY THE LICENSED PEST CONTROL
COMPANY PERFORMING THE TREATMENT. (SEE FBG. 1816.1.1 FOR
TEXT OF CERTIFICATE OF COMPLIANCE STATEMENT)
1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUB-
CONTRACTORS WORKING AT JOB SITE AND FOR ALL COORDINATION
OF AORK. THE MECHANICAL AND ELECTRICAL CONTRACTOR SHALL
FULLY COORDINATE ALL EQUIPMENT WITH THE OTHER TRADES.
THESE CONTRACTORS SHALL BE RESPONSIBLE FOR FINAL HOOK -UP
OF ALL EQUIPMENT NOT FURNISHED BY THEM BUT REQUIRING THE
SAME FOR FINAL COMPLETION.
8. THE FLORIDA ACCESSIBILITY CODE FOR BUILDING
CONSTRUCTION (CHAPTER II OF THE F.B.C. AND LATEST
AMMENDMENTS), DEPARTMENT OF COMUNITY AFFAIRS, FLORIDA
BOARD OF BUILDING CODES AND STANDARDS, FINAL FAIR
HOUSING ACCESSIBILITY GUIDELINES (MARCH 16, 14MI), AND ADA
ACCE55151LITY GUIDELINES SHALL BECOME PART OF THESE
DRAWIM65 AND SPECIFICATIONS.
q. GYPSUM WALLBOARD: MANUFACTURED BY UNITED STATES GYPSUM
COMPANY, USG INTERIORS, GEORGIA PACIFIC BEST WALL,
NATIONAL 6Y `SUM COMPANY OR APPROVED EQUIVALENT.
A. 5/8 THICK X 48 INCH WIDE BY HEI&HT REQUIRED
APPLIED VERTICALLY ON FURRING STRIPS AT INSIDE OF
EXTERIOR MASONRY WALLS AND AT CEILING AS INDICATED.
B. 6YPSUM BOARD PARTITIONS SHALL BE ERECTED AS SHOWN
ON THE PLANS.
ALL JOINTS SHALL BE LOCATED 50 THAT PANELS OPPOSITE
ONE ANOTHER SHALL FALL ON ALTERNATE STUD5. ALL JOINTS
SHALL BE TAPED, SPACKLED AND FINISHED SMOOTH.
G. ALL 6YPS UM BOARD CONSTRUCTION SHALL BE ERECTED PLUMB,
LEVEL, SQUARE, STRAI&HT AND SECURELY INSTALLED WITH
ALL SEAMS TO BE VERTICAL. ALL JOINTS ON EXPOSED SURFACES
SHALL BE FLUSH, TIGHT, AND NEATLY GUT AND CLOSELY FIT
AT OPENINGS FOR THE WORK OF OTHER TRADES AND AT
INTERSECTIONS OF GYPSUM BOARD AND OTHER MATERIALS.
D. CORNER BEADS SHALL BE USED AT ALL EXPOSED GYPSUM
BOARD CORNERS AND ENDS.
F. APPLY AS PER MANUFACTURER'S RECOMMENDATIONS.
10. ANY PRODUCT NOT LISTED OR SPECIFIED IN THE F.B.C. MUST
COMPLY WITH THE ALTERNATE REQUIREMENTS OF THE F.B.C.
II. MASONRY: ALL BLOCK UNITS SHALL CONFORM TO ASTM C-qO
STANDARD SPECIFICATION FOR HOLLOW LOAD BEARING CONCRETE
MASONRY UNITS. MORTAR CONFORMING TO ASTM 6-2-10, TYPE M.
A. SUBMITTALS it PRODUCTS:
MASONRY CONSTRUCTION AND MATERIALS SHALL
CONFORM WITH ALL REQUIREMENTS OF THE
SPECIFICATIONS FOR MASONRY STRUCTURES (ACA
550.1- q5 /A5GE b- gb/TMS 602 -115), AS PUBLISHED
BY THE MASONRY STANDARDS JOINT COMMITTEE.
12. STUCCO FINISH APPLIED TO EXTERIOR MASONRY AND CONCRETE
SURFACES, SCRATCHED AND FLOATED IN TWO GOAT STANDARD
OPERATION IN THICKNESS AND FINISH AS SHOWN ON PLANS, UNLESS
OTHERWISE NOTED.
A. MA50NRY CEMENT: DOMESTIC ASTM G q1 -66.
B. PORTLAND CEMENT: ASTM G 150 - 6-1, TYPE I.
G. WATERPROOFING AGENT: OMICRON OR EQUAL.
D. STUCCO: I PART PORTLAND CEMENT, I PART MA50NRY
CEMENT. 4-5 PARTS FINE SAND. ADD WATER -
PROOFIN6 IN FINAL GOAT.
E. A6&RE&ATE: ASTM G 54 - 62.
F. WATER: POTABLE.
15. PAINTING: (MANUFACTURED BY BENJAMIN MOORE, SHERAIN
WILLIAMS, GLIDDEN, OLYMPIC, STAINS, CABOT'S STAIN OR
APPROVED EQUIVALENT).
(1) EXTERIOR: (SELECTED BY OWNER/ARCHITECT)
STUCC.O:I COAT MASONRY PRIMER, 2 COATS EXTERIOR LATEX.
(2) INTERIOR: (SELECTED BY OWNER/INTERIOR
DESIGNER).
DRYWALL SURFACES: I GOAT PRIMER - SEALER, 2
COATS FINISH LATEX.
WOOD SURFACES: I GOAT PRIMER, 2 GOATS ENAMEL, OR STAINED
AND SEALED, SEE FINISH SCHEDULES.
(5) APPLY AS PER MANUFACTURERS RECOMMENDATIONS.
14. METAL INTERIOR PARTITIONS SHALL BE A MIN. OF 25 &A.
GALVANIZED STEEL STUDS.
STEEL STUDS SUPPORTING WALL HUN& CABINETE5,PLUMBIN&
FIXTURES, GRAB BARS, MONITORS OR EQUIPMENT SHALL BE
20 GA. GALVANIZED STEEL STUDS AT 16" O.G. MAX., EXCEPT
THAT STEEL STUDS SUPPORTING WALL HUN& PLUMBING
FIXTURES SHALL BE DOUBLED NOT LESS THAN 20 &A.
GALVANIZED STUDS AT 16" O.G. IN COMPLIANCE WITH SECTION
25105.11 OF F.B.C.
ALL WALL HUN& ITEMS SHALL BE PROVIDED WITH A MIN 2 "x4"
HORIZONTAL WOOD MEMBER SECURELY FASTENED AS REQ'D.
TO NOT LESS THAN TWO SUCH STUDS IN COMPLIANCE WITH
SECTION 2518.1.15.1 OF THE F.B.G.
15. AT THE TIME OF CONSTRUCTION, A LICENSED ARCHITECT OR
PROFESSIONAL ENGINEER SHALL SUBMIT TO THE BUILDING
OFFICIAL A LETTER ATTESTING THAT THE SITE HAS BEEN
OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO
THOSE UPON WHICH THE DE516NED 15 BASED IN COMPLIANCE WITH
SECTION 1818 (1 3 2) OF THE FB.G.
SAME FOR FINAL COMPLETION.
4/1
37' -8'
b
SECURITY AND FORCED ENTRY PREVENTION
1.- PROVIDE INSTRUSI ❑N & BURGLARY SECURITY DEVICES AS SET FORTH -
IN CHAPTER 36 OF THE S,F,B,C.
2.-ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A
FORCE OF 300 LB, APPLIED IN ANY MOVEABLE DIRECTION AND IN _ _ _
ACCORDANCE WITH RESISTANCE STANDARS SET FORTH IN THE S.F.B.C.^
3.- ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KFY
OPERATED FROM THE EXTERIOR W/ A MIN. OF 6000 POSSIBLE KEY
CHANGES OR LOCKING AUXILIARY SINGLE DEAD BOLT
W/ HARDENED BOLT INSERTS.
4.- THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE
SAME LOCKS AS REQ'D. FOR SINGLE EXTERIOR SWING DOOR,
THE INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH'
Y MIN, THROW BOLTS W/ INSERTS.
5.- HINGES ON EXT. OUT SWINGING DOORS SHALL HAVE NON
REMOVABLE PINS AND NON- EXPOSED SCREWS,
6,- GLASS AND EXTERIOR DOORS SHALL COMPLY WITHH THE AMERICAN
NATIONAL STANDARS INSTITUTE'S STANDARD 297.1,
7.- VISION PANEL EXT. DOORS OTHER THAN GLAZING WITHIN 40 OF
THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING
DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE'S
STANDARD 297.1,
8.- SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO
THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION
AND SO AS TO COMPLY W/ THE ARCHITECTURAL ALUMINUM MAGS ASSOCIATION
STANDARDS FOR FORCE ENTRY RESISTANCE, AAMA 13033 PROVIDE LOCKS
AS PER SFBC 36032(A)(B) -2(AA) & (C) EXTERIOR WINDOW SHALL BE LOCKED
W/ DEVICE CAPABLE OF WITHSTANDING A FORCE 150 LB. APPLIED IN AN
OPERABLE DIRECTION.
9.- EXTERIOR WINDOW USED AS A MEANS OF ESCAPE SHALL ALSO COMPLY
WITH A DOOR SCOPE OR VISION PANELS.
10,- FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE
OR VISION PANELS.
rLUUN FLAN
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