12-81-004ED
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1. FLOOR AND CEILING RUNNER -- (NOT SHOWN) -- MIN_ 25 MSG GALVANIZED STEEL, 1 IN. RETURN LEGS, 2 -1/2 IN. DEEP (MIN),
ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. O.C. MAX.
1A. FRAMING MEMBERS * -- FLOOR AND CEILING RUNNERS -- (NOT SHOWN) -- AS AN ALTERNATE TO ITEM 1 - FOR USE WITH ITEM
1B_ FLOOR AND CEILING RUNNERS -- (NOT SHOWN)- -FOR USE WITH ITEM 213- CHANNEL SHAPED, FABRICATED FROM MIN 20 MSG
CORROSION - PROTECTED OR GALVANIZED STEEL, MIN WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN 1 IN. LONG LEGS,
ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED MAX 24 IN. O.C.
1C. FRAMING MEMBERS * -- FLOOR AND CEILING RUNNERS - (NOT SHOWN) -- AS AN ALTERNATE TO ITEM 1 - FOR USE WITH ITEM
2B, CHANNEL SHAPED, MIN 2 -1/2 IN. WIDE FABRICATED FROM MIN 0.015 IN. THICK GALVANIZED STEEL, ATTACHED TO
FLOOR AND CEILING WITH FASTENERS 24 IN. O.C. MAX_
1D. FRAMING MEMBERS * -- FLOOR AND CEILING RUNNERS - (NOT SHOWN) -- AS AN ALTERNATE TO ITEM 1 - FOR USE WITH ITEM
2D, CHANNEL SHAPED, MIN 2 -1/2 IN. WIDE FABRICATED FROM MIN 0.018 IN. THICK GALVANIZED STEEL, ATTACHED TO
FLOOR AND CEILING WITH FASTENERS 24 IN. O.C. MAX.
1E. FRAMING MEMBERS * -- FLOOR AND CEILING RUNNERS -- (NOT SHOWN) -- AS AN ALTERNATE TO ITEM 1 - FOR USE WITH ITEM
2E, CHANNEL SHAPED, MIN 2 -1/2 IN. WIDE FABRICATED FROM MIN 25 MSG STEEL, ATTACHED TO FLOOR AND CEILING WITH
FASTENERS 24 IN. O.C. MAX_
2. STEEL STUDS -- MIN 2 -1/2 IN_ DEEP, FORMED OF MIN 25 MSG GALVANIZED STEEL MAX STUD SPACING 24 IN. O.C. STUDS TO BE
CUT 3/4 IN. LESS THAN ASSEMBLY HEIGHT.
2A. FRAMING MEMBERS * - STEEL STUDS -- AS AN ALTERNATE TO ITEM 2 - FOR USE WITH ITEM 1A, CHANNEL SHAPED STUDS,
MIN. 2 -1/2 IN. DEEP, SPACED A MAX OF 24 IN. O.C. STUDS TO BE CUT 3/4 IN. LESS THAN ASSEMBLY HEIGHT.
3.BATTS AND BLANKETS* -- (OPTIONAL) -- MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY.
FASTEN EACH BATT TO WALLBOARD BASE LAYER WITH A MIN 9/16 IN. LONG STAPLE. USE FIVE STAPLES FOR EACH 4 FT PIECE.
DRIVE ONE STAPLE IN THE CENTER OF EACH PIECE AND A STAPLE AT EACH CORNER, APPROXIMATELY 3 IN. FROM EDGES.
4-GYPSUM BOARD* -- 5/8 IN. THICK, OUTER LAYER PAPER, GLASS MAT OR VINYL SURFACED. (LAMINATED SYSTEM) GYPSUM BOARD
APPLIED VERTICALLY IN TWO LAYERS. INNER LAYER ATTACHED TO STUDS WITH 1 IN. LONG TYPE S STEEL SCREWS SPACED 8 IN.
O.C. ALONG VERTICAL EDGES, AND 12 IN. OC IN THE FIELD AND OUTER LAYER LAMINATED TO INNER LAYER WITH JOINT
COMPOUND, APPLIED WITH A NOTCHED SPREADER PRODUCING CONTINUOUS BEADS OF COMPOUND ABOUT 3/8 IN. IN DIAMETER,
SPACED NOT GREATER THAN 2 IN. O.C. JOINTS OF LAMINATED OUTER LAYER OFFSET 12 IN. FROM INNER LAYER JOINTS OUTER
LAYER GYPSUM BOARD ATTACHED TO FLOOR AND CEILING RUNNER TRACK WITH 1 -5/8 IN. LONG TYPE S STEEL SCREWS SPACED 12
IN. O.C_
2HR RATING WALL — UL41 1
I
SCALE = N.T.S.
TYPE "A"
TYPICAL INTERIOR DOOR SEE
SCHEDULE FOR ADDITIONAL INFORMATION
114CYY 1114 1 F—MIVM LJVVIC. JCIG
SCHED.
ELEVATION
SCALE 1 /4" = V -0"
SEE SCHED.
SEE SCHED.
A/C CLOSET DOOR
SEE SCHEDULE FOR ADDITIONAL
INFORMATION
Lo.
ELECTRICAL OUTLET
ACCOMMODATE FUTI
TELEVISION
NEW WINDOW WITH
WAY MIRROR. SEE
SCHED.
ELECTRICAL, TELEPH
AND DATA OUTLETS
NICHE FOR FUTURE T
NEW WOOD BASF=C%r) �
ELEVATION
SCALE 1 /4" = 1'-0"
o
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SEE SCHED.
SEE SCHED.
TYPE "C"
INTERIOR WINDOW
SEE SCHEDULE FOR ADDITIONAL
INFORMATION
9
GENERAL:
1. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2007 WITH 2009
SUPPLEMENTS.
2.THE INTENT OF DRAWINGS IS THAT THE CONTRACTOR AND SUBCONTRACTORS SCOPE OF WORK WILL CONSIST
OF FURNISHING ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY AND REQUIRED TO COMPLETE THE AS
INDICATED ON PLANS.
3.13RAWINGS ARE SCHEMATIC SHOWING RELATIVE LOCATIONS AND CONNECTIONS AND SHALL NOT BE SCALED
FOR EXACT LOCATIONS. THE ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN. SHOULD ANY DIFFICULTY
OCCUR IN THE RUNNING OF PIPES OR DUCTS, SETTING OF DEVICES OR CONNECTIONS CONTACT ARCHITECT /
ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
4-SURVEY: BEFORE BIDING CONTRACTOR SHALL MAKE A THOROUGH SURVEY OF THE SITE AND TAKE INTO
CONSIDERATION ALL CONDITIONS THAT MAY AFFECT THEIR PERFORMANCE.
5.CONTRACTOR WILL CONSTRUCT ACCORDING TO CONTRACT DRAWINGS AND SPECIFICATIONS AND USE
MATERIALS IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS AND SHALL REQUIRE APPROVAL BY
THE ARCHITECT / ENGINEER.
6.CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND JOB SITE CONDITIONS RELATED
TO THIS WORK. ANY DISCREPANCIES IN DIMENSIONS OR SPECIAL MODIFICATION REQUIRED DUE TO FIELD
CONDITIONS SHALL BE REPORTED IN WRITING TO THE ARCHITECT / ENGINEER FOR CLARIFICATION OR
APPROVAL OF MODIFICATION BEFORE COMMENCING WORK. THE RESPONSIBILITY FOR ANY CHANGES MADE ON
THE FIELD WITHOUT PRIOR NOTIFICATION TO THE ARCHITECT, SHALL REST WITH THE CONTRACTOR. ALL
DIMENSIONS SHALL BE CONSIDERED 'NOMINAL' UNLESS NOTED OTHERWISE WRITTEN DIMENSIONS SHALL
GOVERN. DO NOT SCALE FROM DRAWINGS.
7.CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSPECTIONS REQUIRED
FOR THE PROJECT.
&GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONTRACTORS WORKING AT JOB SITE AND FOR ALL
COORDINATION OF WORK AMONG THEM. THE MECHANICAL AND ELECTRICAL CONTRACTORS SHALL FULLY
COORDINATE ALL WORK WITH OTHER TRADES, THESE CONTRACTORS SHALL BE RESPONSIBLE FOR THE FINAL
HOOKUP OF ALL EQUIPMENT NOT FURNISHED BY THEM BUT REQUIRING THE SAME FOR FINAL COMPLETION.
9-THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE
F.B.C. ENERGY EFFICIENCY. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS
ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY
ADDRESSED ON THESE PLANS AND NOTES.
10. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF
NOT LESS THAN ONE YEAR FROM DATE OF CERTIFICATE OF COMPLETION OF THE BUILDING ISSUED BY THE
LOCAL BUILDING DEPARTMENT.
11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT THE COMPLETION OF THE WORK TO DELIVER PRIOR
TO THE FINAL PAYMENT AN AS BUILT SET OF DRAWINGS, REFLECTING IN RED ALL CHANGES, ADDITIONS AND
DELETIONS MADE, CERTIFICATE OF COMPLETION ISSUED BY THE LOCAL BUILDING AUTHORITY AND RELEASES
OF LIENS FOR ALL MATERIALS AND SERVICES FURNISHED.
DRAWING DIMENSIONS AND COORDINATION :
1. DIMENSIONAL INFORMATION, PRICING, ALL DETAILS AND CONSTRUCTION SHALL BE BASED ON THE ENTIRE SET
OF CONTRACT DOCUMENTS_ USE INFORMATION FROM APPROVED SHOP DRAWINGS TO SUPPLEMENT CONTRACT
DOCUMENTS WHERE NECESSARY. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO PRECEDING.
2. WHERE CRITICAL DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS, OR WHERE NEW WORK ADJOINS
EXISTING CONSTRUCTION, OR WHERE ONE MATERIAL ADJOINS A PREVIOUSLY PLACED MATERIAL WITH A MORE
RESTRICTIVE TOLERANCE THAN THE IN -PLACE MATERIAL, CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AS
REQUIRED TO COMPLETE SHOP DRAWINGS AND INSTALLATION.
3.IT SHALL BE SOLELY THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE PRICING AND CONSTRUCTION
OF ALL REQUIREMENTS OF THESE DOCUMENTS, INCLUDING REVISIONS (FLAGGED OR UN- FLAGGED) WITH ALL
OF HIS SUPPLIERS AND SUBCONTRACTORS.
SHOP DRAWINGS AND STRUCTURAL SUBMITTALS:
1-SHOP DRAWINGS AND SUBMITTALS SHALL BE REQUIRED FOR ALL STRUCTURAL REINFORCING, TRUSSES,
SPECIALTY DESIGNED ELEMENTS, MECHANICAL AND ELECTRICAL EQUIPMENT. DRAWINGS AND SUBMITTALS
WILL BE CHECKED FOR INTENT OF DESIGN ONLY. THE FABRICATION AND FIELD DIMENSIONS ARE THE
RESPONSIBILITY OF THE CONTRACTOR AND SUPPLIERS. SUBMIT THREE COPIES OF SHOP DRAWINGS OR
SUBMITTALS.
2.THE USE OF THESE DRAWINGS, PLANS AND /OR DETAILS AS BACKGROUND IN PREPARATION OF SHOP DRAWING
IS NOT PERMITTED WITHOUT THE WRITTEN AUTHORIZATION BY THE ENGINEER_ THIS INCLUDES BOTH
PHOTOGRAPHIC AND ELECTRONIC REPRODUCTION. THE ACCURACY AND COORDINATION OF ANY ELECTRONIC
MEDIA AGAINST THE PRINTED MEDIA IS THE SOLE RESPONSIBILITY OF THE SUB - CONTRACTOR PREPARING THE
SHOP DRAWINGS.
SUBSTITUTIONS:
I.SUBSTITUTION OF EQUIPMENT MAY BE SUBMITTED BUT IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE
ALTERNATE EQUIPMENT OR MATERIALS IF APPROVED WILL PERFORM AS REQUIRED TO MEET THE ORIGINAL
REQUIREMENTS, FIT THE AVAILABLE SPACE INCLUDING ACCESS REQUIREMENTS.
2.THE CONTRACTOR FURNISHING THE SUBSTITUTED MATERIALS OR EQUIPMENT SHALL BE RESPONSIBLE FOR
PERMITTING, FURNISHING AND COORDINATING ANY REVISED AUXILIARY EQUIPMENT OR MATERIALS THAT MAY
BE REQUIRED DUE TO THE ALTERNATE FURNISHED.
COMPLETE WORK BY CONTRACTORS:
1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS TO SECURE AND PAY FOR ALL LABOR, MATERIALS, AND
SUPERVISION, INSURANCE PERMITS, TESTING, INSPECTIONS AND ANY RE- INSPECTIONS NECESSARY FOR THE
INSTALLATION OF A COMPLETE SYSTEM (ROOFING, STRUCTURAL, FINISH, MECHANICAL OR ELECTRICAL) IN
ACCORDANCE WITH DRAWINGS, THE FLORIDA BUILDING CODE, THE NATIONAL ELECTRICAL CODE AND OSHA
REQUIREMENTS.
2-CONTRACTORS SHALL PROVIDE PROOF OF ALL FEDERAL, STATE AND LOCAL LICENSING, INSURANCE FOR
PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE, WORKERS COMPENSATION FOR THE
DURATION OF WORK.
CLEAN WORK AREA & DAMAGE BY CONTRACTORS:
1.CONTRACTORS SHALL BE RESPONSIBLE TO REPAIR TO ORIGINAL CONDITIONS ANY AND ALL DAMAGES TO
BUILDING SURFACES, EQUIPMENT AND FURNISHINGS CAUSED DURING PERFORMANCE OF WORK.
2.CONTRACTORS SHALL KEEP ALL AREAS IN WHICH WORK IS BEING PERFORMED FREE FROM DEBRIS AT ALL TIMES
AND AREAS SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY.
19
A WALL TYPES.
2HR FIRE RATED PARTITION.
UL-411
B
WALL PARTITION
WALL TYPES
SCALE 1/4" = 1' -0"
ty
consulting engineers
_ - 5615 S.W. 68th Street
Mt'arnl, Florida 33143
Tel: (305) 665 -1700
Fax-.(305) 665 -1703
FLORIDA - CA# 26459
Searr.-
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MLADENOVIC
P.E_ # 0041106
PROPOSEO ELEVATION
SCALE 1 /4" = 1' -0"
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# Date Revision
Drawing Name:
ARCHITECTURI
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Date Issued:
01.23.2012
Drawn by: /Chk by:
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Scale:
As -Noted
Job Reference_
Preemo Office
Sheet Number:
3
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A WALL TYPES.
2HR FIRE RATED PARTITION.
UL-411
B
WALL PARTITION
WALL TYPES
SCALE 1/4" = 1' -0"
ty
consulting engineers
_ - 5615 S.W. 68th Street
Mt'arnl, Florida 33143
Tel: (305) 665 -1700
Fax-.(305) 665 -1703
FLORIDA - CA# 26459
Searr.-
'k4.gtaeYBlsfl
n,
MIRCYSLA',
MLADENOVIC
P.E_ # 0041106
PROPOSEO ELEVATION
SCALE 1 /4" = 1' -0"
(1
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Revisions:
# Date Revision
Drawing Name:
ARCHITECTURI
PLAN
Date Issued:
01.23.2012
Drawn by: /Chk by:
DGP J MM
Scale:
As -Noted
Job Reference_
Preemo Office
Sheet Number:
3