3 DATE ISSUE R# Forefront Dermatology. CONFLUENCE DESIGN GROUP #2 Daniel Drive O'Fallon, MO ph: St. Peters, Missouri 63376

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THESE DRAWINGS ARE FOR THE TENANT FINISH PORTION OF THE SCOPE. LANDLORD IS RESPONSIBLE FOR THE SHELL WORK. THOSE DOCUMENTS ARE PROVIDED FOR REFERENCE ONLY New 5700 Mexico Road Suite 14 St.

1 THESE DRAWINGS ARE FOR THE TENANT FINISH PORTION OF THE SCOPE. LANDLORD IS RESPONSIBLE FOR THE SHELL WORK. THOSE DOCUMENTS ARE PROVIDED FOR REFERENCE ONLY New 5700 Mexico Road Suite 14 St. Peters, MO Issue: Date: Shell Bid Package Issue: Permit & Tenant Finish Issue: Architectural Drawings: A-0 Cover Sheet, Code Data & Notes A-1 Floor Plan, Reflected Ceiling Plan, Details A-2 Interior Elevations A-3 Finish Plan & Room & Door Schedules Structural Drawings: For Reference Only Mechanical, Electrical, Plumbing, Drawings: M-1 Mechanical Plan, Schedules and Notes M-2 Mechanical Details M-3 Mechanical Specifications P-0 Plumbing Details and Schedules P-1 Plumbing Plan & DWV Details & Notes P-2 Plumbing Plan Suplly P-3 Plumbing Specifications E-1 Power Plan E-2 Lighting Plan E-3 Schedules and Details E-4 Nurse Call Station Specifications CONFLUENCE ISSUE R# Design Team: Architect: Confluence Design Group O'Fallon, Missouri Michael J. Baalman, Architect Ph: John K. Luehrs, Project Manager Ph: Structural Engineer: AEdifica Case Engineering 796 Merus Court St. Louis, MO Steve Sacco, P.E.S.E. Ph: Mechanical, Electrical & Plumbing Engineers: AEdifica Case Engineering 796Merus Court St. Louis, MO Jim Eyre (M) Ph: Joe Bushman (E) Ph: Nicholas Hipp (P) Ph: COPYRIGHT c 2016 CONFLUENCE Michael J. Baalman ARCHITECT DRAWN BY: DR A-0 COVER & CODE INFO.

2 CONFLUENCE ISSUE R# Michael J. Baalman ARCHITECT DRAWN BY: DR 7 4 COPYRIGHT c 2016 CONFLUENCE A-1 FLOOR PLAN REFLECTED CEILING PLAN

3 CONFLUENCE ISSUE R# COPYRIGHT c 2016 CONFLUENCE Michael J. Baalman ARCHITECT DRAWN BY: DR A-2 INTERIOR ELEVATIONS

4 CONFLUENCE 1 ISSUE R# Michael J. Baalman ARCHITECT DRAWN BY: DR 2 COPYRIGHT c 2016 CONFLUENCE A-3 FINISH PLAN SCHEDULES DOOR TYPES

NOTES 1. LOADS ARE AS FOLLOWS: ROOF DEAD LOAD = 16 PSF ROOF LIVE LOAD = 20 PSF (REDUCIBLE) 1 2 3 4 5 72' - 0" 24' - 0" +/- 21' - 0" +/- 3' - 0" +/- 24' - 0" +/- 2.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF OTHER TRADES PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS. 4.

5 NOTES 1. LOADS ARE AS FOLLOWS: ROOF DEAD LOAD = 16 PSF ROOF LIVE LOAD = 20 PSF (REDUCIBLE) ' - 0" 24' - 0" +/- 21' - 0" +/- 3' - 0" +/- 24' - 0" +/- 2. ALL EXISTING CONDITIONS SHALL BE FIELD VERIFIED. ENGINEER OF RECORD TO BE NOTIFIED OF ANY DISCREPANCIES. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF OTHER TRADES PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS. 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL DRAWINGS PRIOR TO FABRICATION, FORMING, OR PLACEMENT OF MATERIALS. GENERAL CONTRACTOR SHALL REPORT DISCREPANCIES IMMEDIATLY TO OWNER AND SHALL PROCEED WITH CONSTRUCTION ONLY AFTER DISCREPANCIES HAVE BEEN RESOLVED. CONFLUENCE 110 Reller Drive Old Monroe, MO THE DETAILS ATED AS "TYPICAL DETAILS" (TYP) APPLY GENERALLY TO THE DRAWINGS IN ALL AREAS WHERE CONDITIONS ARE SIMILAR. 6. THE PRESENTED BY THESE PLANS PROVIDES FOR STABILITY OF THE COMPLETED STRUCTURE. IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN STRUCTURE STABILITY AND SAFETY DURING CONSTRUCTION. 7. EQUIPMENT WEIGHING LESS THAN 40LBS NOT SHOWN ON PLAN. SEE MECHANICAL DRAWINGS. 8. WEIGHTS SHOWN ON DRAWING INCLUDE WEIGHTS OF UNIT, CURB, AND ALL ACCESSORIES. DO NOT PLACE UNIT WHEN OPERATING WEIGHT EXCEEDS THAT INDICATED. NOTIFY ENGINEER. 9. VERIFY LOCATIONS OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS. 10. (E) = EXISTING = FIELD VERIFY 11. ALL REINFORCEMENT AND SUBFRAMING INDICATED ON PLAN SHALL BE INSTALLED PRIOR TO PLACING EQUIPMENT. EXISTING CONSTRUCTION 1. ALL DIMENSIONS AND ELEVATIONS TO EXISTING CONSTRUCTION ARE FOR REFERENCE ONLY. FIELD VERIFY DIMENSIONS AND ELEVATIONS PRIOR TO PREPARING SHOP DRAWINGS, FABRICATING ITEMS, AND INSTALLATION. 2. HOLES THROUGH EXISTING CONCRETE CONSTRUCTION SHALL BE CORE-DRILLED OR SAW-CUT. CARE MUST BE TAKEN TO AVOID CUTTING ANY REINFORCING STEEL WHILE DRILLING INTO EXISTING CONCRETE. 3. DO NOT TORCH-CUT EXISTING CONSTRUCTION. NOTIFY ENGINEER OF RECORD IF MODIFICATION TO EXISTING CONSTRUCTION IS REQUIRED. 4. PRIOR TO SUBMITTING SHOP DRAWINGS TO ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL, CONTRACTOR SHALL VERIFY DIMENSIONS BETWEEN NEW CONSTRUCTION AND EXISTING CONSTRUCTION, AND FORWARD TO FABRICATOR FOR THEIR REFERENCE. A B 50' - 8" 48' - 8" +/- 24' - 0" +/- 24' - 0" +/- (E) 16" DEEP BEAM - (E) 16" DEEP BEAM - (E) 16" DEEP BEAM - (E) 16" DEEP BEAM - (E) 16" DEEP BEAM - RTU # (E) 16" DEEP BEAM - (E) 16" DEEP BEAM - (E) 16" DEEP BEAM - (E) 16" DEEP BEAM - 3' - 1" +/- 1' - 0" +/- 4' - 2" +/- (E) 18" DEEP 6'-0"oc - 6' - 0" +/- 1' - 0" +/- 3' - 1" +/- RTU # (E) 18" DEEP 6'-0"oc - (E) 16" DEEP BEAM - (E) 16" DEEP BEAM Mexico Rd. St. Peters, Mo A S-1 5. NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS. 6. DUE TO LIMITED OBSERVATION OR ACCESS TO THE SITE, ÆDIFICA CASE ENGINEERING HAS ASSUMED THE EXISTING STRUCTURE IS IN LIKE-NEW CONDITION WITH NO CORROSION, DETERIORATION, OR DAMAGE AND WAS CONSTRUCTED IN ACCORDANCE WITH ORIGINAL CONSTRUCTION DOCUMENTS (IF ANY WERE PROVIDED). CONTRACTOR SHALL VERIFY THESE ASSUMPTIONS TO THE BEST OF THEIR ABILITY, AND NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONCERNS, ISSUES, OR DISCREPANCIES. CURB PER MECH 3/8" DIA BOLT w/ WASHERS AND LOCK NUTS (MIN 8 TOTAL) (E) MTL DECKING ANGLE PER RTU SUPPORTS & OPENINGS DETAIL CONT SHAPED BLKG UNDER MECH CURB (BLKG BELOW IF CURB LANDS ON RIDGE) (E) STEEL JOIST TYPICAL SUBFRAMING AT MECHANICAL CURB DETAIL N.T.S. C L4x4x1/4" UNDER RTU CURB (OMIT WHEN CURB IS WITHIN 2" OF JOIST CENTERLINE) L3x3x1/4" AS REQD TO FRAME OPNGS L4x4x1/4" UNDER RTU CURB TYP - PROVIDE JOIST STRUT AS REQD - PER TYP JOIST STRUT DETAIL B S-1 BEAM OR JOIST (TYP) OUTLINE OF RTU CURB (E) 16" DEEP BEAM - A A B B 3/16 A - A SEE MECHANICAL DWGS, TYP COPE TOP 2" MAX LEG OF ANGLE 3/16 1/8 NEW L2x2x3/16" FROM VERT STRUT TO TOP STRUT CHORD JOIST PANEL POINT AS REQ'D (SEE TYPICAL JOIST DETAIL) B - B (E) 16" DEEP BEAM - TYPICAL RTU SUPPORTS & OPENINGS DETAIL - EXISTING CONSTRUCTION N.T.S. HANGING LOAD BM OR JOIST (E) 16" DEEP BEAM - PARTIAL EXISTING ROOF FRAMING PLAN WHERE DIM "A" IS EQUAL TO OR GREATER THAN 3" & LOAD EXCEEDS 100# FIELD INSTALL L2x2x3/16" EA SIDE OF JOIST AS SHOWN "A" VERTICAL & DIAGONAL STRUT LOAD "A" NOTE: DETAIL APPLIES TO ALL CONCENTRATED LOADS WHICH EXCEED 100# AND ARE LOCATED MORE THAN 3" OFF PANEL POINTS (TOP OR BOTTOM CHORDS) TYPICAL JOIST STRUT DETAIL PANEL POINT 1/8 VERTICAL STRUT DIAGONAL STRUT STEEL JOIST SCALE: 3/16" = 1'-0" EA END (E) 16" DEEP BEAM - ISSUE R# Shell Package Bid Issue Permit & TF Bid Issue Stephen J. Sacco ENGINEER PROJECT MANAGER: DRAWN BY: September 9, 2016 S-1 DLC DMS GENERAL NOTES, PLAN, AND DETAILS

6 KEYED MECHANICAL NOTES: CONFLUENCE CONTRACTOR NOTE: COMPLETE INSTALLATION OF TWO ROOFTOP UNITS AND ASSOCIATED POWER / CONTROL WIRING TO BE INSTALLED BY SHELL CONTRACTOR. ISSUE R# DARRELL R. CASE ENGINEER DRAWN BY: 1 M101 MECHANICAL PLAN SCALE: 1/4" = 1'-0" COPYRIGHT c 2016 CONFLUENCE M-1 MECHANICAL PLAN

7 CONFLUENCE ISSUE R# DARRELL R. CASE ENGINEER DRAWN BY: COPYRIGHT c 2016 CONFLUENCE M-2 MECHANICAL DETAILS

8 CONFLUENCE ISSUE R# DARRELL R. CASE ENGINEER DRAWN BY: COPYRIGHT c 2016 CONFLUENCE M-3 MECHANICAL SPECIFICATIONS

13 CONFLUENCE ISSUE R# DARRELL R. CASE ENGINEER DRAWN BY: COPYRIGHT c 2016 CONFLUENCE E-1 POWER PLAN

14 CONFLUENCE ISSUE R# DARRELL R. CASE ENGINEER DRAWN BY: COPYRIGHT c 2016 CONFLUENCE E-2 LIGHTING PLAN

15 CONFLUENCE ISSUE R# DARRELL R. CASE ENGINEER DRAWN BY: COPYRIGHT c 2016 CONFLUENCE E-3 SCHEDULES DETAILS

16 CONFLUENCE ISSUE R# DARRELL R. CASE ENGINEER DRAWN BY: E-4 COPYRIGHT c 2016 CONFLUENCE NURSE CALL SPECIFICATION

FIRE STATION NO TH STREET NORTH ST. PETERSBURG, FL M-1 SCOPE OF WORK SYMBOL DESCRIPTION SYMBOL DESCRIPTION HVAC SYMBOL LEGEND

FIRE STATION NO TH STREET NORTH ST. PETERSBURG, FL M-1 SCOPE OF WORK SYMBOL DESCRIPTION SYMBOL DESCRIPTION HVAC SYMBOL LEGEND HVAC SYMBOL LEGEND HVAC PIPING AND VALVES LEGEND HVAC GENERAL NOTES SCOPE OF WORK SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION PHASING OF WORK HVAC ABBREVIATIONS ABBREVIATION