12-81R-001X1.1:.
consulting engineers
5815 S_W_ 68th Street
Miami, Florida 33143
Tel: (305) 665 -1700
Fax: (305) 665 -1703
FLORIDA - CA# 26459
Seal:
M Iika$� AV
MLADEN;5VIC
P.E. # 0041106
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Revisions:
# Date Revision
Ql (NOT UI ED)
/1\ 2/16/12 BLDG_ DEPT.
/3\ 4/16/12 COORD' REV.
Drawing Name:
RCH ITECTU Rf
PLAN i
Date Issued:
01.23.2012
Drawn by: /Chk
DGP / MM
Scale:
As -Noted
Job Reference:
Preemo Office
Sheet Number:
A -1
1
2
3
4
5
- ...FIRST
.... _ .._ _._ _ _.__. __.- -- _ _W. __ __..__._ .� _. __ -.. .
................. ............... . . - - - - ---------- - --------- ......
......... . ..... — — !Z a tI .............. .
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, E U
BO MATERIAL AND EQUIPMENT NECESSARY AND REQUIRED TO COMPLETE THE AS - -- ------------------- - - - - --
�- --
_ - - _ _ _ _ _ .... ....... _. ....................................
-L - ��� - -- -
_ - INDICATED ON PLANS .
:: - . •,
3.DRAWINGS 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 _
t ;.., ;
4 3 OCCUR IN THE RUNNING OF PIPES OR DUCTS, SETTING OF DEVICES OR CONNECTIONS CONTACT ARCHITECT / N I C
A
ENGINEER PRIOR TO PROCEEDING WITH THE WORK_
1. FLOOR AND CEILING RUNNER -- (NOT SHOWN) -- MIN. 25 MSG GALVANIZED STEEL, 1 IN. RETURN LEGS, 2 -1/2 IN. DEEP (MIN), ; I
4-SURVEY: BEFORE BIDING CONTRACTOR SHALL MAKE A THOROUGH SURVEY OF THE SITE AND TAKE INTO __-
A
ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN_ O.C. MAX. ` AHU -1 - -- - - - - -- --
CONSIDERATION ALL CONDITIONS THAT MAY AFFECT THEIR PERFORMANCE_ - - -- -- - -- - -- i B 0 I
1A. FRAMING MEMBERS * - FLOOR AND CEILING RUNNERS - (NOT SHOWN) -- AS AN ALTERNATE TO ITEM 1 - FOR USE WITH ITEM S.CONTRACTOR WILL CONSTRUCT ACCORDING TO CONTRACT DRAWINGS AND SPECIFICATIONS AND USE
1B_ FLOOR AND CEILING RUNNERS -- (NOT SHOWN) - -FOR USE WITH ITEM 2B- CHANNEL SHAPED, FABRICATED FROM MIN 20 MSG MATERIALS IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS AND SHALL REQUIRE APPROVAL BY BREAK '
CORROSION - PROTECTED OR GALVANIZED STEEL, MIN WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN 1 IN. LONG LEGS, THE ARCHITECT / ENGINEER_ 00
1
ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED MAX 24 IN_ O.C. AREA 0 B =
1C. FRAMING MEMBERS * -- FLOOR AND CEILING RUNNERS -- (NOT SHOWN) -- AS AN ALTERNATE TO ITEM 1 - FOR USE WITH ITEM &CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND JOB SITE CONDITIONS RELATED 103
2B, CHANNEL SHAPED, MIN 2 -1/2 IN. WIDE FABRICATED FROM MIN 0.015 IN. THICK GALVANIZED STEEL, ATTACHED TO TO THIS WORK. ANY DISCREPANCIES IN DIMENSIONS OR SPECIAL MODIFICATION REQUIRED DUE TO FIELD 2 if 3' -0"
FLOOR AND CEILING WITH FASTENERS 24 IN. O.C. MAX. CONDITIONS SHALL BE REPORTED IN WRITING TO THE ARCHITECT / ENGINEER FOR CLARIFICATION OR I k ..- - - - - -'
1D. FRAMING MEMBERS * - FLOOR AND CEILING RUNNERS -- (NOT SHOWN) -- AS AN ALTERNATE TO ITEM 1 - FOR USE WITH ITEM APPROVAL OF MODIFICATION BEFORE COMMENCING WORK. THE RESPONSIBILITY FOR ANY CHANGES MADE ON
2D, CHANNEL SHAPED, MIN 2 -1/2 IN. WIDE FABRICATED FROM MIN 0.018 IN_ THICK GALVANIZED STEEL, ATTACHED TO THE FIELD WITHOUT PRIOR NOTIFICATION TO THE ARCHITECT, SHALL REST WITH THE CONTRACTOR_ ALL 2
FLOOR AND CEILING WITH FASTENERS 24 IN. O.C. MAX. DIMENSIONS SHALL BE CONSIDERED 'NOMINAL' UNLESS NOTED OTHERWISE WRITTEN DIMENSIONS SHALL
1E. FRAMING MEMBERS * -- FLOOR AND CEILING RUNNERS -- (NOT SHOWN) -- AS AN ALTERNATE TO ITEM 1 - FOR USE WITH ITEM GOVERN. DO NOT SCALE FROM DRAWINGS. 5' -1 q. 6' -31"
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. 7.CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND INSPECTIONS REQUIRED ¢
FOR THE PROJECT.
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 1 EXISTING
CUT 3/4 IN_ LESS THAN ASSEMBLY HEIGHT. 8_GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONTRACTORS WORKING AT JOB SITE AND FOR ALL PARTITION TO
COORDINATION OF WORK AMONG THEM_ THE MECHANICAL AND ELECTRICAL CONTRACTORS SHALL FULLY RECEIVE A 3' -0"
2A. FRAMING MEMBERS * -- STEEL STUDS -- AS AN ALTERNATE TO ITEM 2 - FOR USE WITH ITEM 1A, CHANNEL SHAPED STUDS, COORDINATE ALL WORK WITH OTHER TRADES, THESE CONTRACTORS SHALL BE RESPONSIBLE FOR THE FINAL DOOR
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_ HOOKUP OF ALL EQUIPMENT NOT FURNISHED BY THEM BUT REQUIRING THE SAME FOR FINAL COMPLETION.
3_BATTS AND BLANKETS* -- (OPTIONAL) -- MINERAL WOOL OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. 9_THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE
FASTEN EACH BATT TO WALLBOARD BASE LAYER WITH A MIN 9/16 IN_ LONG STAPLE_ USE FIVE STAPLES FOR EACH 4 FT PIECE_ F.B.C. ENERGY EFFICIENCY. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS
SERVICE
DRIVE ONE STAPLE IN THE CENTER OF EACH PIECE AND A STAPLE AT EACH CORNER, APPROXIMATELY 3 IN_ FROM EDGES. ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY 1
ADDRESSED ON THESE PLANS AND NOTES_ i' AREA
A -1
4.GYPSUM BOARD* -- 5/8 IN. THICK, OUTER LAYER PAPER, GLASS MAT OR VINYL SURFACED. (LAMINATED SYSTEM) GYPSUM BOARD 04
10. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF 102
APPLIED VERTICALLY IN TWO LAYERS. INNER LAYER ATTACHED TO STUDS WITH 1 IN_ LONG TYPE S STEEL SCREWS SPACED 8 IN.
NOT LESS THAN ONE YEAR FROM DATE OF CERTIFICATE OF COMPLETION OF THE BUILDING ISSUED BY THE
O.C_ ALONG VERTICAL EDGES, AND 12 IN. OC IN THE FIELD AND OUTER LAYER LAMINATED TO INNER LAYER WITH JOINT LOCAL BUILDING DEPARTMENT.
COMPOUND, APPLIED WITH A NOTCHED SPREADER PRODUCING CONTINUOUS BEADS OF COMPOUND ABOUT 3/8 IN. IN DIAMETER, A
SPACED NOT GREATER THAN 2 IN. O.C_ JOINTS OF LAMINATED OUTER LAYER OFFSET 12 IN. FROM INNER LAYER JOINTS OUTER 11_ IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT THE COMPLETION OF THE WORK TO DELIVER PRIOR
LAYER GYPSUM BOARD ATTACHED TO FLOOR AND CEILING RUNNER TRACK WITH 1 -5/8 IN. LONG TYPE S STEEL SCREWS SPACED 12 TO THE FINAL PAYMENT AN AS BUILT SET OF DRAWINGS, REFLECTING IN RED ALL CHANGES, ADDITIONS AND
IN. O.C_ PAPER BOUTIQUE
B
DELETIONS MADE, CERTIFICATE OF COMPLETION ISSUED BY THE LOCAL BUILDING AUTHORITY AND RELEASES
NEW INTERIOR
OF LIENS FOR ALL MATERIALS AND SERVICES FURNISHED_
PARTITION, DOOR
N.I_C_ /
B
2HR RATING WALL — UL411 AND WINDOW
DRAWING DIMENSIONS AND COORDINATION: r .�
SCALE = N.T.S.
1. DIMENSIONAL INFORMATION, PRICING, ALL DETAILS AND CONSTRUCTION SHALL BE BASED ON THE ENTIRE SET 2 B
OF CONTRACT DOCUMENTS. USE INFORMATION FROM APPROVED SHOP DRAWINGS TO SUPPLEMENT CONTRACT
DOCUMENTS WHERE NECESSARY. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO PRECEDING_ - -
r - - - - -1 ELECTRICAL OUTLET T
2.
ACCOMMODATE FUTURE 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 1' -9" 5' -6"
I I TELEVISION 5 4' -5"
❑ L - - - - J RESTRICTIVE TOLERANCE THAN THE IN -PLACE MATERIAL, CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AS
¢ ¢
NEW WINDOW WITH ONE REQUIRED TO COMPLETE SHOP DRAWINGS AND INSTALLATION.
\� WAY MIRROR. SEE
SCHED. 3.IT SHALL BE SOLELY THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE PRICING AND CONSTRUCTION
o OF ALL REQUIREMENTS OF THESE DOCUMENTS, INCLUDING REVISIONS (FLAGGED OR UN- FLAGGED) WITH ALL
/ OF HIS SUPPLIERS AND SUBCONTRACTORS.
ELECTRICAL, TELEPHONE
AND DATA OUTLETS SHOP DRAWINGS AND STRUCTURAL SUBMITTALS:
/ 000)
NICHE FOR FUTURE TV 1.SHOP DRAWINGS AND SUBMITTALS SHALL BE REQUIRED FOR ALL STRUCTURAL REINFORCING, TRUSSES, B A31 ?
SPECIALTY DESIGNED ELEMENTS, MECHANICAL AND ELECTRICAL EQUIPMENT_ DRAWINGS AND SUBMITTALS n A1
NEW INTERIOR DOOR. SEE NEW WOOD BASEBOARD WILL BE CHECKED FOR INTENT OF DESIGN ONLY_ THE FABRICATION AND FIELD DIMENSIONS ARE THE 3 }
SCHED. RESPONSIBILITY OF THE CONTRACTOR AND SUPPLIERS. SUBMIT THREE COPIES OF SHOP DRAWINGS OR
SUBMITTALS.
ELEVATION EVATION 2.THE USE OF THESE DRAWINGS, PLANS AND /OR DETAILS AS BACKGROUND IN PREPARATION OF SHOP DRAWING RETAIL
IS NOT PERMITTED WITHOUT THE WRITTEN AUTHORIZATION BY THE ENGINEER_ THIS INCLUDES BOTH
2 0!!M�SCALE
SCALE 1/4" - 1' -0" 1/4" - 1' -0" PHOTOGRAPHIC AND ELECTRONIC REPRODUCTION_ THE ACCURACY AND COORDINATION OF ANY ELECTRONIC 101
- -
MEDIA AGAINST THE PRINTED MEDIA IS THE SOLE RESPONSIBILITY OF THE SUB - CONTRACTOR PREPARING THE
SHOP DRAWINGS_
SUBSTITUTIONS:
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C
o c 1. SUBSTITUTION OF EQUIPMENT MAY BE SUBMITTED BUT IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE I
\� ALTERNATE EQUIPMENT OR MATERIALS IF APPROVED WILL PERFORM AS REQUIRED TO MEET THE ORIGINAL
N N REQUIREMENTS, FIT THE AVAILABLE SPACE INCLUDING ACCESS REQUIREMENTS_
\
N \ 2.THE CONTRACTOR FURNISHING THE SUBSTITUTED MATERIALS OR EQUIPMENT SHALL BE RESPONSIBLE FOR ' ... '" NOTE=
PERMITTING, FURNISHING AND COORDINATING ANY REVISED AUXILIARY EQUIPMENT OR MATERIALS THAT MAY ALL PARTITIONS AND
BE REQUIRED DUE TO THE ALTERNATE FURNISHED_ EQUIPMENT ARE
PROPOSED PLAN EXISTING TO REMAIN
0 0 0 o SEE SCHED. COMPLETE WORK BY CONTRACTORS: UNLESS NOTED
= w = w OTHERWISE
N \ c) 0 1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS TO SECURE AND PAY FOR ALL LABOR MATERIALS AND SCALE 1/4" = V -0"
N W N SUPERVISION INSURANCE PERMITS TESTING INSPECTIONS AND ANY RE- INSPECTIONS NECESSARY FOR THE r� t F' .:
w �'' SEE SCHED.
W w ,
N N Uj N INSTALLATION OF A COMPLETE SYSTEM (ROOFING, STRUCTURAL, FINISH, MECHANICAL OR ELECTRICAL) IN BUiL�;,; in
ACCORDANCE WITH DRAWINGS, THE FLORIDA BUILDING CODE, THE NATIONAL ELECTRICAL CODE AND OSHA
REQUIREMENTS. STRUCT1 R,. L 'ECTION
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 ''` "'DVEDj3y,
DURATION OF WORK.
TYPE "C" CLEAN WORK AREA & DAMAGE BY CONTRACTORS:
SEE SCHED. SEE SCHED. 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_ ---------------------------------------------------- i
SEE SCHED. SEE SCHED. --- --- ---- -- ----- ----- - - - - -- --------- -- ---- --- --- -- -- -- -- -- - ---- __- _.__.__.__.. -._ -----
2. CONTRACTORS SHALL KEEP ALL AREAS IN WHICH WORK IS BEING PERFORMED FREE FROM DEBRIS AT ALL TIMES i
AND AREAS SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY_ of
' :.
r. rr ...........................................................................
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1. • , � • -----------------
TYPE rrgir TYPE B TYPE rirn -------------------
_
TYPICAL INTERIOR DOOR SEE A/C CLOSET DOOR INTERIOR WINDOW
SCHEDULE FOR ADDITIONAL INFORMATION SEE SCHEDULE FOR ADDITIONAL SEE SCHEDULE FOR ADDITIONAL
INFORMATION INFORMATION INFORMATION
A WALL TYPES- ; - :::.::. ::::::::::.:� ------ - -:::. <' /
DOOR TYPES ` \ i
SCALE 1/2" = 1' -0" 2HR FIRE RATED PARTITION. i N
p
UL-411 / G
B ..................... .: ...... ................- --- ---- ... -.., N
p
WALL PARTITION N
WALL TYPES PROPOSED ELEVATION °
SCALE 1 /4" = V -0" SCALE 1/4" = 1' -0"
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X1.1:.
consulting engineers
5815 S_W_ 68th Street
Miami, Florida 33143
Tel: (305) 665 -1700
Fax: (305) 665 -1703
FLORIDA - CA# 26459
Seal:
M Iika$� AV
MLADEN;5VIC
P.E. # 0041106
0)
0)
C_
O
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O
1
0
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37
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Q�
F= Q
h�
00
01 (n
M
Revisions:
# Date Revision
Ql (NOT UI ED)
/1\ 2/16/12 BLDG_ DEPT.
/3\ 4/16/12 COORD' REV.
Drawing Name:
RCH ITECTU Rf
PLAN i
Date Issued:
01.23.2012
Drawn by: /Chk
DGP / MM
Scale:
As -Noted
Job Reference:
Preemo Office
Sheet Number:
A -1