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12-81-0030 I 10 6 CS LLJ LLj X =: 0 5 0 C") LLj Lfij LLJ LLJ (f) in I r— 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 DRAWINGS ARE SCHEMATIC SHOWING RELATIVE LOCATIONS AND rnmmi=rTTnmq AND SHALL NOT BE SCALED "�— FOR EXACT LOCATIONS. THE ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN. SHOULD ANY DIFFICULTY 3 OCCUR IN THE RUNNING OF PIPES OR DUCTS, SETTING OF DEVICES OR CONNECTIONS CONTACT ARCHITECT 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), 4.SURVEY: BEFORE BIDING CONTRACTOR SHALL MAKE A THOROUGH SURVEY OF THE SITE AND TAKE INTO ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. O.C. MAX. CONSIDERATION ALL CONDITIONS THAT MAY AFFECT THEIR PERFORMANCE. 1A. FRAMING MEMBERS*-- FLOOR AND CEILING RUNNERS -- (NOT SHOWN) -- AS AN ALTERNATE TO ITEM 1 - FOR USE WITH ITEM 5. 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 CORROSION- PROTECTED OR GALVANIZED STEEL, MIN WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN 1 IN. LONG LEGS, THE ARCHITECT/ ENGINEER. 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 6.CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND JOB SITE CONDITIONS RELATED 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 FLOOR AND CEILING WITH FASTENERS 24 IN. O.C. MAX. CONDITIONS SHALL BE REPORTED IN WRITING TO THE ARCHITECT / ENGINEER FOR CLARIFICATION OR 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 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. 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 CUT 3/4 IN. LESS THAN ASSEMBLY HEIGHT. &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 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 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 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 ADDRESSED ON THESE PLANS AND NOTES. 4. GYPSUM BOARD* -- 5/8 IN. THICK, OUTER LAYER PAPER, GLASS MAT OR VINYL SURFACED. (LAMINATED SYSTEM) GYPSUM BOARD 10. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF 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 NOT LESS THAN ONE YEAR FROM DATE OF CERTIFICATE OF COMPLETION OF THE BUILDING ISSUED BY THE COMPOUND, APPLIED WITH A NOTCHED SPREADER PRODUCING CONTINUOUS BEADS OF COMPOUND ABOUT 3/8 IN. IN DIAMETER, LOCAL BUILDING DEPARTMENT. 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. DELETIONS MADE, CERTIFICATE OF COMPLETION ISSUED BY THE LOCAL BUILDING AUTHORITY AND RELEASES OF LIENS FOR ALL MATERIALS AND SERVICES FURNISHED. 2HR RATING WALL UL41 I SCALE N.T.S. 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. I- — — — — -1 —ELECTRICAL OUTLET TO—,-, ACCOMMODATE FUTURE 2. WHERE CRITICAL DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS, OR WHERE NEW WORK ADJOINS la4_� I TELEVISION I EXISTING CONSTRUCTION, OR WHERE ONE MATERIAL ADJOINS A PREVIOUSLY PLACED MATERIAL WITH A MORE 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 OF ALL REQUIREMENTS OF THESE DOCUMENTS, INCLUDING REVISIONS (FLAGGED OR UN-FLAGGED) WITH ALL 71 ELECTRICAL, TELEPHONE OF HIS SUPPLIERS AND SUBCONTRACTORS. — 000 AND DATA OUTLETS SHOP DRAWINGS AND STRUCTURAL SUBMITTALS: NICHE FOR FUTURE TV 1. SHOP DRAWINGS AND SUBMITTALS SHALL BE REQUIRED FOR ALL STRUCTURAL REINFORCING, TRUSSES, SPECIALTY DESIGNED ELEMENTS, MECHANICAL AND ELECTRICAL EQUIPMENT. DRAWINGS AND SUBMITTALS NEW INTERIOR DOOR. SEE NEW WOOD BASEBOARD WILL BE CHECKED FOR INTENT OF DESIGN ONLY. THE FABRICATION AND FIELD DIMENSIONS ARE THE SCHED. RESPONSIBILITY OF THE CONTRACTOR AND SUPPLIERS. SUBMIT THREE COPIES OF SHOP DRAWINGS OR SUBMITTALS. ELEVATION ELEVATION 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 J/ PHOTOGRAPHIC AND ELECTRONIC REPRODUCTION. THE ACCURACY AND COORDINATION OF ANY ELECTRONIC SCALE 4' �SCA�LE/4' MEDIA AGAINST THE PRINTED MEDIA IS THE SOLE RESPONSIBILITY OF THE SUB-CONTRACTOR PREPARING THE SHOP DRAWINGS. SUBSTITUTIONS: 1. 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 U U V) V) REQUIREMENTS, FIT THE AVAILABLE SPACE INCLUDING ACCESS REQUIREMENTS. Ld W 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. LLI SEE SCHED. COMPLETE WORK BY CONTRACTORS: Lai L) (-) I T'1r SHALL Qr- TWF= RESPONSIBILITY n� 'r&4r- I-r%K1-r0Af—rnDC -rt% Cr_f'HDr_ AKIM PAY CPM ALL LABOR, MATERIALS, AKIN V) W I I LLI LAJ SEE SCHED. SUPERVISION, INSURANCE PERMITS, TESTING, INSPECTIONS AND ANY RE—INSPECTIONS NECESSARY FOR THE -W 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. 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 SEE SCHED. SEE SCH 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. TYPE "All TYPE "Ble TYPE "C's TYPICAL INTERIOR DOOR SEE A/C CLOSET DOOR INTERIOR WINDOW SCHEDULE FOR ADDITIONAL INFORMATION SEE SCHEDULE FOR ADDITIONAL SEE SCHEDULE FOR ADDITIONAL INFORMATION INFORMATION 0 TYPES SCALE DOOR 01 1._0. WALL TYPES: 2HR FIRE RATED PARTITION. UL-411 B r WALL PARTITION WALL TYPES f Id ou sa SCALE 1/4" = 1'-0" -TA G IT A T A— DATE =1 /01 DOOR AND WINDOW SCHEOULE MARK TYPE LOCATION OPENING SIZE EGRESS WINDOW MATERIAL NO. OF PIECES MANUF. CALL COMMENTS INTERIOR OR EXTERIOR HEAD HEIGHT SILL HEIGHT OPENING WIDTH DOORS _7n: A DOOR INTERIOR 83 11/2 37112 N/A WOOD 2 3080 B DOOR INTERIOR 83 1112 24 N/A WOOD 1 iWINDOWS: C WINDOW INTERIOR 65 43 64 NO WD /GLASS I WALL TYPES: 2HR FIRE RATED PARTITION. UL-411 B r WALL PARTITION WALL TYPES f Id ou sa SCALE 1/4" = 1'-0" -TA G IT A T A— DATE =1 /01 .......... _7n: PROROSEO ELEVATION W 0 01 1 ©I �T —ITY CF H MIA N11 ;DEPT. CT�WICIRJRAJI. SECTION V E D ri'l _i4'1 -- ------------------------- Ll • • I I jel: (305) 665-1700 cax: (305) 665-1703 O. D. - CA# 26459 Seak"41"".1" 44 MIROSLAV IVILADENOVIC 0041106 • • ox 0 .j D ca "Or Uj < 0 ;7 0 LU _j > LL_ W < in U') 00 • 0 LU Uj 0� CL Revisions: # Date Revision (NOT USED) 2/16/12 BLDG. DEPT. DrawingFRame: Date Issued: 01.23.2012 Drawn by:/Chk by: DGP MM Scale: As-Noted Job Reference: Preemo Office Sheet Number: