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EXISTING - EXIT DOOR A-C UNIT. SEE MECN PLANS 4'-0"± I EXIST C PARTS REC. A20 - ff� O_ ■ ' CONEW 3-00-0 MTL ■ ■' DOOR WITH 1/2 LITE W o 6" BOLLARDS ' TYP. 0 ■ ■ NEW 5'xq'-4" 0 HIGH COIL DOOR ■ 0 ----------------------- 3'-0" ■ 0 L ■ I II SOT AN REMOVE EXISTING EXIT CHAIN -LINK FENCE. CONSTRUCT NEW p r CA CMU WALL 1 /71xl� 31'-3"+ I ■ ■ REVISIONS: 225'-0"± j, DATE:9-25-08 - PER BLDG DEPT II ATE IL A I 200 C_l 42" GUARD c - I 1 RAIL � iILL ■ ■ Ott ASSUMED ELEVATION - 100'-0" ■ ■ c r O o �n -- - - ----- -------- -U3 U EXISTING TO REMAIN Ali n LLI I ■ p -CL� LL ■ O N I ■ ■ .� U O :3 O jj UP I, 1 I 0 o� o NEW 3-6 x 7-0 MTL LVV DOOR WITH I/2 LITE AND PRECAST GONG, LINTEL ABOVE (DESIGNATED EXIT) REMOVE EXISTING CHAIN LINK FENCE T14I5 AREA +1 I y I o —J ' IAPPROX LOCATION OF EXISTING ELECTRICAL SYSTEMS i � I I I i I i I t I i ■ �� L=- � I I I � I I I I I I ■ it I 40.� 1 �',AC�D'L ■_ EXISTING � I I I � I AB V � I I ■�' lu,' OFFICE SL LU III � l I I I I I i I I i I ■,�, I I I I I I I I I �■ 2 ■ ■ ■ ■■■■ter r■rT ■ ■ 200 > 1■ I I I I I I I I I I I ■ -� - li I I 22-Kl BAR JOISTS @ 3'-0" O.C. W/ (2) ROWS OF BRIDGING 100 PSF MAX LOAD ba' -oll FIELD VERIFY T14I5 DIMENSION W/ OWNER REP ON51TE FOR NEW DOOR LOCATION NOTCH IN DIAMOND PLATE FOR PUMP DIAMOND DISCHARGE LINE PLATE TOP 75-0" OR NEW MASONRY WALL BEYOND I"xl" ANGLE SUPPORT FOR DIAMOND TOP PLATE CONTRACTOR OPTION: 1 1 GONG. BOTT. 2'-0" SQUARE x 2'-0" 21-0" AND SIDES DEEP 10ga 304 S.S. BOX. SQUARE SECTION A -A Esc NLARGED PLAN DIAMOND PLATE TOP SEE MECHANICAL PLAN FOR DECK-TITE DETAIL 225' -0"± J^ � N PUMP 6" THICK 75'-0" OR MINIMUM TO HIDE 11 'I MINIMUM TO HIDE (3) CONDENSERS NEW 8x8 COIL DOOR. DOOR CONTROL ON BOTH LEVELS 6' LETTERING THAT READS "CHEMICAL - STORAGE ROOM" 1 'k 0 - I EXISTING SLAB EXISTING STEEL FRAME 5' -0" 1 FIRE EXTINGUISHER J Q �� o O ■ ■ FLOOR PLAN SCALE: 1/8" = V-0" A-C UNIT. SEE MECN PLANS (TYP) OL EXISTING ELEVATION - 112'-7-5/8"± If EXISTING STORAGE TO REMAIN REMOVE AND STORE (FOR OWNER) EXISTING HANDRAIL AT MEZZ MEZZ. ABOVE SCALE: 1/8" = V-0" DIAMOND 31_011 PLATE TOP HAND `SINK Q EMERGENCY cn SHOWER z -4'-011 )SLAB EXISTING ACCOMODATE = POURED FULL CELL NEW 3-0 NEW FIXTURES x 7-0 #5 VERTICAL REINFOREMENT IN POURED FULL CELL TIED INTO FOOTER AND TIE BEAM AT TOP OF WALL WITH 90° STANDARD HOOK AT V-0" O.C. MAXIMUM SPACING FOR ALL EXTERIOR WALLS AT BOTH SIDES OF OPENINGS, AND 6" BOLLARDS HE AS SHOWN ON TFOUNDATION PLAN (TYP.) _0_ �I I I I = I ogX I C) EXISTING W 0 I I SLAB i I O I ■ ■ I ■ P' A T 3-Ox7-0 MTL .L--L- DOOR WITH HALF LITE I m CN � N I 00 (O o � � 00 00 OX r rY 00 0 v A Q°0 Q OE CD ■■�■■ 200 Lv �m n -0 (U m�CNC� i NC) o II Z ■ ^, 0 O ■ � L J H 0 ■ _ z o ■ ■ I ■ 7 ■ L IN I Q ■ ■ 4211 I GUARD � O RAIL ■ ■ ■ ■ FIELD VERIFY THIS DIMENSION W/ STAIR LENGTH AND DOOR ABV. MIN 48". AND TO ALSO AVOID THE ELEC BOXES AND CONDUITS BELOW. FIELD VERIFY ALL STAIR DIMENSIONS EACH END ON WALL 411_811 �� MOUNTED MTL RACKS FLOOR PLAN "' N�� ROOF PLAN CHEMICAL STORAGE ROOM OVERALL PLAN SCALE: 1/32" = V-0" SCALE: 3/16" = V-0" SCALE: N.T.S. GENERAL PLANS REVIEW COORDINATION NOTES SYMBOL LEGEND WALL LEGEND Building D • CODE g OEW MIECIM THIS JOB CONSISTS OF AN INTERIOR CHEMICAL STORAGE ROOM ADDITION AND MEZZANINE REMODEL governing bldg code 2004 Florida Building Code IT 15 INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS INFORMATION THAT MIGHT BE CONTAINED WITHIN THESE DRAWINGS PERTAINING # ALL REQUIRED EXITS; WAY OF APPROACH THERETO; AND WAY OF TRAVEL (EXISTING PARTS ROOM STORAGE AREAS WILL REMAIN SAME AFTER ENCLOSER) ROOM NAME ! RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION TO APE PROTECTION, SPRINKLES AND/OR ALARM DEVICES (IF APPLICABLE) building use/occupancy BLDG- F-2 *HANDICAPPED A fil': ARE SOLELY FOR TINE PURPOSE OF COORDINATION OF THE ARCHITECT'S/ FROM THE EXIT INTO THE STREET SHALL BE CONTINUOUSLY MAINTAINED FLOOR COVERING, FURNISHINGS, PAINT COLORS, II � PROJECT S-2 TRIM MATERIALS AND OTHER ITEMS NOT SPECIFIED 8 CMU WALL W/ 5 REBAR @ 8 O.C. AND FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED 205 ROOM NUMBER �-� IT 15 THE INTENT THAT ALL WORK SHALL CONFORM WITH THE LOCAL AND STATE DESIGNERS WORK. THESE ARE NOT ENGINEERING DRAWINGS, EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY. IN THESE SECTIONS ARE TO BE AS SELECTED direction of view FOAM FILLED CELLS construction type II 'two' B unprotected ACCESSIBILITY REQUIREMENTS HAVING JURISDICTION SPECIFICATIONS AND OTHER DOCUMENTS THAT ARE REQUIRED SHALL BE PROVIDED BY OWNER IN CONFORMANCE TO ALL FLOOR 5 C 1 A BY THE INSTALLING CONTRACTOR, (SIGNED AND SEALED BY A STATE REGISTERED #ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS APPLICABLE CODES. detail # wind speed 110 mph • AMEMANB WITH DIBARLITE3 ACT ° ENGINEER). SUBMIT COPIES TO OWNER FOR REVIEW AND ACCEPTANCE, (IN ADDITION BASE CEILING I N A I H ALL APPLICABLE GOVERNING MUNICIPAL AND stories N ACCOR D CE W 7 L PPL LE G VE G CONTRACTOR 70 VERIFY ALL EXISTING CONDITIONS AND 1 WHILE THE DESIGNER HAS TAKEN MUCH CARE AND IMPOSED PROCEDURAL TO THE LOCAL BUILDING AND FIRE DEPARTMENT REVIEW OFFICE. WALLS , s STANDARDS WITH THE INTENT OF ADA COMPLIANCE (LATEST EDITION) REGULATORY AGENCIES, CODES AND REQUIREMENTS. IT SHALL BE DIMENSIONS PRIOR TO STARTING CONSTRUCTION. SECTION 3-5/8" 20GA MTL STUD WALL @ 16" O.C. W/ sprinkler stem modify UNDERSTOOD THAT ALL INTENDED WORK I5 SUBJECT TO REVIEW AND P Y Y per NFPA 13 THESE DRAWINGS ARE PROVIDED WITH NO WARRANTY EITHER EXPRESSED OR • EXIBTNCi CONDIT10W8 ALL CONSTRUCTION SHALL CONFORM TO THE MARK I/2" GWB EACH SIDE AND R-II BATT INSULATION IMPLIED OF SAID COMPLIANCE AND THE ENGINEER/DESIGNER, STAFF AND/OR THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND FIELD COORDINATE INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION, AND IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW (OR EQUAL) ECHANICAL, exposure B RETAINED CONSULTANTS A55UME NO LEGAL RESPONSIBILITY FOR THE ACCURANCY CORRECTIVE ACTION AS REQUIRED. THE GENERAL CONTRACTOR SHALL NOTIFY WINDOW sheet loc tion importance factor 1 OF THE PRESENTATIONS, NOTES, OR OTHER INFORMATION CONTAINED HEREIN, THE DESIGNER OF ALL CONFLICTS AND D15GREPANCIES THAT AFFECT THE WORK AND WRITTEN APPROVAL OF SAID AUTHORITY, THE CONTRACTOR NEITHER 15 LIABILITY ASSUMED FOR THE OUTCOME OF DECISIONS, CONTRACTS PRIOR TO PROCEEDING, SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE I55UE OF 0 TYPE III category 2 COMMITMENTS OR OBLIGATIONS MADE ON THE BASIS OF THIS INFORMATION. PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION INFORMATION. SEE STRUCTURAL DWGS FOR ALL MTL g window schedule ne 5 ■ A R AND COMPLETION OF THE WORK AND THE OCCUPANCY OF THE AREA OF WORK BLDG *ELECTRICAL AND MECHANCAL ENMEMNG DOOR applic. int. pressure coeff. 18 THE GENERAL CONTRACTOR SHALL ADHERE 70 THE INDOOR AIR QUALITY RULES ELECTRICAL AND MECHANICAL INFORMATION CONTAINED IN THESE DRAWINGS ARE #IN THE EVENT THAT THE ADMINISTRATIVE AUTHORITY HAVING k RULES OF THE ADMINISTRATIVE AUTHORITY 102 TYPE SOLELY FOR THE PURPOSE OF COORDINATION OF THE ENGINEER"/DESIGNER'S WORK, AND REGULATIONS ACCORDING TO THE NATIONAL HEALTH ASSOCIATION JURISDICTION WITHHOLDS IT'S APPROVAL FOR ANY CAUSE THE HAVING JURISDICTION see door schedule WALL design wind pressure all windows and doors shall meet ELECTRICAL, MECHANICAL, AND PLUMBING DRAWINGS SHALL BE PROVIDED BY OTHERS AND (LE. NO HEAVY BODY VOGS). worse case scenario of -30 ps.f. SUBMITTED TO THE ADMINI5TRATIVE AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL IMMEDIATELY INFORM DESIGNER OF THE TYPE SITUATION ALONG WITH CORRECTIVE ACTION TO BE TAKEN. REFERENCE (D NOTE T U W O Q Ln wQ � o �Fy Q O WN (n JO J r7 _ a_ O w M N W J O _J LL] � O IL w W 1z N d Z Z O U M r` D N O v 0 �^ v Z O X O �000 Z "^ U Plan ZEPHYRHILLS Job # 2924 Date 8- 20- 08 Sheet A-100