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1270 Upsala Rd 03-1887 Upsala Executive Center
F D' SANFORD FIRE DEPARTMENT FIRE PREVENTIONDIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: January 13, 2004 Business Address: 1270 Upsala Road y, Occ. Business Ch. #38 Business Name: Upsala Executive Center, Inc. Ph. Not given Contractor: Anderson Fire Sprinkler Inc.. Ph. (407) 788-2110 Fax. (407) 862-5731 Reviewed[ ] Reviewed with comment [x I Rejected [ ] Underground Fire Line instillation with two (2) fire hydrants, F.D.C. Back Flow and riser Reviewed by: Timothy Robles, Fire.Protection Inspector/Plans Examiner Comment: The Sanford Fire Department has reviewed this submittal and plans our approved with comments (see below) 1.1 Application — Point of service from 6' ft wet tape off city -line Mixed — NA 1.2 From Tap: 14' (ft) of C-900 DR-18 P. KC & 10' (ft) of DR-18 to back flow prey (6')inch 1.3 Reducer — 6 x 4 reducing to 4 " inch riser for fire sprinkler line 2.2 Four Inch (411-120' ft of 4" c-900 dr pvc ' 03—/C_817 WATERSUPPLY FLOW TEST FIRE PUMP ATE OF TEST: 12-05-03 RATED CAPACITY: i, - E OF 'TEST: 10. 45 AM RATED PRESSURE: STATIC PRESSURE: 65 PSI PUMP TYPE: RESIDUAL PRESSURE: 55 PSI WELL PUMP GALLONS FLOWING: 1055 GPM GPM AVAILABLE: TESTED BY: ANDERSON FIRE PSI AVAILABLE: ABBREVIATIONS MATERIALS € = CENTERLINE SIZE LOCATION = ELEVATION 1"-2" BRANCH LINES TOS = TOP OF STEEL 2-1/2"-4" MAINS/RISER G = GROOVED PIPE END T = THREADED PIPE END F = FLANGED PIPE END C—C = CENTER TO CENTE NORTH lst Floor Fire Sprinkler Piping Plan TOTAL AREA 7,723 SQ FT. DESIGN CRITERIA TYPE SYSTEM NO. SCH 40 HAZARD SCH 10 SPACING K FACTOR INSIDE HOSE OUTSIDE HOSE RACK GPM SCALE HYDRAULICALLY DESIGNED SYSTEM LOCATION NO. OF SPRINKLERS DENSITY DESIGN AREA GPM DISCHARGE RESIDUAL PSI AT FLOW TEST DATA STATIC, 65 psl RESIDUAL, 55 psi FLOW, 1055 gpm DATE, 12-05-03 TIME, 10,45 are LOCATION, Upsala Road BY, Anderson Fire Sprinklers S.I.N. TY3231 S.I.N. TY3131 S.I,N. TY3321 5(5.6K) /2" (5.6K) K) 155' OR QR TYCO TY—FRB (�200' TY—FRB RL CHDGUARD CHROME PEND S UPR W SEMIO—REC OSC 1ST FLOOR HEAD COUNT - 65 A TYPES OF SPRINKLERS NO. DATE SYMBOLS QUAN. ORIF. TEMP. MAKE & MODEL TYPE FINISH ESC. 0 12-05-03 55 5.6 155 TYCO TY—FRB PEND CHROME SEMI—REC 0 9 5.6 200 TYCO TY—FRB UPR BRASS NO ESC 1 5.6 212 1 TYCO TY—FRL HSW WHITE GUARD t ,P CL ES I — 6' WE r TAP POINT OF SERVICE (RO.S.) z z w 3 F— r� LD z X 7-6' MIN. CLEARANCE 7-6' MIN. CLEARANCE 4'X21'XP!' ROUGH BRASS h'.D,r, 4' SCH. 40 GALVZ. 1/2' BALL DRIP General Notes: 1. Design Criteria: Wet pipe sprinkler system, hydraulically designed to provide a minimum .10 gpm/sq ft, to be installed throughout. All sprinkler head spacing and locations to be in accordance with NFPA 13, 1999 edition, for a Light Hazard occupancy. Exception: Storage, Mechanical and Electrical Rooms to be designed to provide a minimum .15 gpm/sq ft. All sprinkler head spacing and locations to be in accordance with NFPA 13, 1999 edition, for an Ordinary Hazard Group 1 occupancy. 2. All material, devices, and installation to comply with NFPA 13 & 24 1999 editions, all manufacturers specifications, and the local authority. 3. All overhead piping to be hung with U.L. listed hangers properly spaced in acc— ordance with NFPA 13, 1999 edition. 4. All 1" through 2" diameter pipe to be Sch. 40 black steel per ASTM A-135/A-795 and shall be joined by Class 125 ANSI 1316.4 cast iron threaded fittings. All 2-1/2" and larger shall be Schedule 10 black steel per ASTM A-135/A-795 and shall be joined by Mechanical Couplings. 5. All piping to be hydrostatically tested at 200 psi for (2) hours. All underground piping to be flushed before any overhead piping is tied in. 6. All firewall penetrations to be sealed in accordance with their rating. GRADE u 4' SPRING LOADED GRV. CHECK VA. 4' M.J. 90° ELL + TO BUILDING re Dept. Connection Detail No Scale :,ATE VALVES (,TAMPERS ELEC. CONT.) i 90' ELL •D f 6' 1Y M.J. JV' LLL 6. in FROM SUPPLY TQ BUIL➢INC TYPE #2 CONCRETE DECK 3/8' SHORT DROP -IN ANCHOR ZINC ATR W HANGER RING Hamer Detail No Scale EXTERIOR WALL - STAIR 2 - NOTE, CLASS 350 DUCTILE TO 5'-0 BEYOND THE BLDG FIN. FLR. SLEEVE a • . GRADE a. D.I. � , • H M.J. 90' ELL 4' FROM SUPPLY Underground Lead —In Detail CTDC UVnDAAIT I IXUI'1 JVI I -LI Backflo w Preventer Detail P'Fire Hydrant Detail REVISION DESCRIPTION BY APPROVALS K.H. No Scale r; , r F AN REVIEWE.0 aj t , S 4yv g ".tm T4 JG By' _*1e � �4a ' � Sanford irP,rle�v ration Div, Date: I ! •�--t�. No Scale No Scale LO �Cq r^ N r � 01 co �`-a d 0 d rr�'a Y Co rr c� CY EC N LJ LLI�Uf co a :D Q PLANS REVIEWED CITY OF SANFORD < ( C ~ 00 co � �- ANDERSON FIRE SPRINKLERS, INC. P.U. Box 916673 Longwood, Florida 32791 PROJECT NAME Upsala Executive Center 1270 Upsala Rd. Sanford Florida DRAWN BY: KEVIN HUMPHREY DATE: 12-3-03 SPRKS. ON JOB: 266 SCALE: AS NOTED Tel. (407)788-2110 Fax (407)862-5731 APPROVALS: LOCAL AUTHORITY CUSTOMER PROJECT NO. DRAWING NAME: CONTRACT NO. COMM. LSEET NO. 1 OF 2 WATER SUPPLY FLOW TEST FIRE PUMP DATE OF TEST: 12-05-03 RATED CAPACITY: Tl•TE OF TEST: 10:45 AM RATED PRESSURE: STATIC PRESSURE: 65 PSI PUMP TYPE: RESIDUAL PRESSURE: 55 PSI WELL PUMP GALLONS FLOWING: 1055 GPM GPM AVAILABLE: TESTED BY: ANDERSON FIRE PSI AVAILABLE: ABBREVIATIONS SIZE MATERIALS LOCATION = CENTERLINE = ELEVATION 1"-2" BRANCH LINES TOS = TOP OF STEEL 2-1 /2"-4" MAINS/RISER G = GROOVED PIPE END T = THREADED PIPE END F = FLANGED PIPE END C-C = CENTER TO CENTER NORTH 3rd Floor Fire Sprinkler Piping Plan TOTAL AREA 7,723 SQ FT. }Q 4 SCALE NORTH 2nd Floor Fire Sprinkler Piping Plan TOTAL AREA 7,723 SQ FT. "TYPE SYSTEM NO. DESIGN CRITERIA D.A. 1 D.A. 2 HAZARD LIGHT LIGHT SCH 40 SPACING 150 130 SCH 10 K FACTOR 5.6 5.6 INSIDE HOSE 0 0 '100 100 OUTSIDE HOSE RACK GPM 0 0 SCALE 1/8'=1'-0' HYDRAULICALLY DESIGNED LOCATION SYSTEM D.A. 1 D.A. 2 NO. OF SPRINKLERS 9 15 DENSITY .10 .10 DESIGN AREA 900 1500 GPM DISCHARGE 169.72 288.35 RESIDUAL PSI AT 44.50 38.84 S.I.N. TY3231 S.I.N. TY3131 66 75 1 1 /2" (5.6K) (5.6K) 155 QR 0 QR TYCO T'(-FRB TY-FRB (BR(A)SS CHROME PEND UPR SEMI-REC ESC A 3RD FLOOR KAD COUNT - 14l A 8' HOLLOW CORE - 8' HOLLOW CORE - S.I.N. TY3231 S.I.N. TY3131 5 1/2" (5.6K) 200' QR D TYCO TY-FRB BRASSUPR NO ESC -0-� 2ND FLOOR HEAD COUNT - 60 ( V TYPE #1 TYPE #2 WOOD TRUSS fr r CONCRETE DECK —777-7-77 t� r I 3/8' SHORT DROP -IN ANCHOR fr ff/ SIDEWINDER FOR WOOD ZINC ATR HANGER RING \/J/ HANGER RING Hanger Detail No Scale Hydraulically Designed System Location DESIGN AREA 1 No. of Sprinklers 9 Density .10 Design Area Size 900 System Demand At Base of Riser GPM Discharge 169.72 Residual PSI 44.50 1500 SQ FT - 40X = 900 SQ FT 407 DESIGN AREA REDUCTION CREDIT FOR QUICK RESPONSE HEADS IN 9'-0 CEILINGS Hydraulically Designed System Location DESIGN AREA 2 No. of Sprinklers 15 Density .10 Design Area Size 1500 System Demand At Base of Riser GPM Discharge 288.35 Residual PSI 38.84 Riser Section 3/8" = 1'-0 r N `i N T (D N U L7 o C� CI d U) L r-- W n = I- W 0) O 00 TYPES OF SPRINKLERS NO. DATE REVISION DESCRIPTION APPROVALS BY I K.H. A F S ANDERSON FIRE SPRINKLERS, INC. P.O. Box 916673 Longwood, Florida 32791 PROJECT NAME � Upsala Executive Center 1270 Upsala Rd. Sanford Florida SYMBOLS QUAN. ORIF. TEMP. MAKE & MODEL TYPE FINISH ESC. 0 12-05-03 CHROME SEMI-REC CO 121 5.6 155 TYCO TY-FRB PEND BRASS NO ESC 80 5.6 200 TYCO TY-FRB UPR DRAWN BY: KEVIN HUMPHREY DATE: 12-3-03 SPRKS. ON JOB: 266 SCALE: AS NOTED Tel. (407)788-2110 Fax (407)862-5731 APPROVALS: LOCAL AUTHORITY CUST)MER PROJECT NO. DRAWING NAME: CONTRACT NO. COMM. SHEET NO. 2 OF 2 a • ry �r IN, §N,01 N-- a wr �r IN, §N,01 N-- a wr UPSALA EXECUTIVE C For'-- 270u PSALA RD - - SAN FOR®, FLORIDA Gf11Ky1� Mp102990 PLANNINWINTERIOR DESIGN 3467 West Hillsboro Blvd Architect Allen Davis Deerfield Beach, FL 33442 T e 1: 9 5 4.4 8 0 5 8 2 Name: Davis Architecture Inc. .8 Address: 3467 W. Hillsboro Blvd. #3 Deerfield Beach, FL 33442 Tel 954-480-8582 MEP Engineer Randy Stoffer Name: Stoffer and Associates Inc. Address: 13902 Smokerise Ct. Orlando, FL 32832 Tel: 407-381-4555 Civil Engineer David L. Evans Name: Pecht Evans Engineering, Inc. Address: 501 East Jackson St. Ste 202 Orlando, FL 32801 Tel: 407-872-1515 Landscape Architect Jan Stern Name: The Stern Design Group, P.A. Address: 224 South Beach St. Ste 201 Daytona Beach, FI 32114 Tel: 386-252-7441 I ENTRE., INC BUILDING CODE SUMMARY Construction type: "5" Unprotected (3 story CBS) Firesprinkler System: '"Per-Gity-Ordinance- R Occupancy: "B" Business/Medical offices Building Height: 37' AREA CALCULATIONS 1 st FL Rental 6,664 SF Lobby 610 Stairways @ 175 350 SUB TOTAL 7,624 SF Gross Area Per Floor 2nd FL Rental 6,664 SF Lobby 610 Stairways @ 175 350 SUB TOTAL 7,624 SF Gross Area Per Floor 3rd FL Rental 6,664 SF Lobby 610 Stairways @ 175 350 SUB TOTAL 7,624 SF Gross Area Per Floor TOTAL 22;872 SF Gross Area Per Building EWEV XA/l Sanford ire Prfivention Dir. Date: � 1)I c71 PJL'� Ulw,a d FEB 2 5 2003 0 n• ENTRE., INC BUILDING CODE SUMMARY Construction type: "5" Unprotected (3 story CBS) Firesprinkler System: '"Per-Gity-Ordinance- R Occupancy: "B" Business/Medical offices Building Height: 37' AREA CALCULATIONS 1 st FL Rental 6,664 SF Lobby 610 Stairways @ 175 350 SUB TOTAL 7,624 SF Gross Area Per Floor 2nd FL Rental 6,664 SF Lobby 610 Stairways @ 175 350 SUB TOTAL 7,624 SF Gross Area Per Floor 3rd FL Rental 6,664 SF Lobby 610 Stairways @ 175 350 SUB TOTAL 7,624 SF Gross Area Per Floor TOTAL 22;872 SF Gross Area Per Building EWEV XA/l Sanford ire Prfivention Dir. Date: � 1)I c71 PJL'� Ulw,a d FEB 2 5 2003 0 n• ll INSTRUCTIONS TO BIDDERS: 1. Building Information (3 Story Masonry Building) A. Design based upon Florida Building Code 2001 edition, NFPA 101 (Life Safety Code) 2000 edition & NFPA 1 (Fire Code) 2001 edition. B. Design Loads are as follows: 1. Live Loads (Floors) 40 psf 2. Wind Loads 120 mph 3. Roof Truss Live Loads 20 psf 4. Roof Truss Wind Loads FBC 2001 5. Roof Truss Dead Load 25 psf 6. Roof Uplift (Net) Load 15 psf 7. Allowable Live Load; Deflection for U240 Wood Roof Trusses 8. Soil Bearing Value (to be verified) 2,000 psf 2. Work shall comply with the latest edition of the Florida Building Code 2001, the Florida Accessibility Requirements Manual, the Life Safety Code NFPA 101 (2000) & the Fire Code NFPA 1 (2001) A. Occupancy type: 'B' Business & Medical Offices B. Construction type: '5' Unprotected w/firesprinkler C. Number of Employees: 204 persons (12 rental suites; 17 persons each) 3. Drawings are to be considered diagrammatic, not necessarily showing in detail or to scale all of the minor items. Unless specific dimensions are shown, the structural design and site conditions shall govern. Do not scale drawings. 4. Pre -construction Notes A. The Contractor shall visit the job site, verify all existing conditions shown on the drawings or specified, familiarize himself or herself with the working conditions, hazards, and local requirements involved. B. Setback lines for this property are the limiting dimensions of this plan. Extreme care must be taken during layout of this work to verify all dimensions, building lines, building corners, etc. in relation to surveyors location of setback lines. Notify Architect of any encroachment prior to any construction. Contractor is to provide stakes located by licensed Surveyor at all setback lines for this property prior to start of construction. C. The General Contractor shall include in his Building Permit Applications (if required by local authorities) a copy of the. Metro Dade Products Approval for each exterior item; such as but not limited to windows, garage doors, sliding glass doors, etc. D. The drawings indicate the extent and general layout of the Mechanical, Plumbing and Electrical Systems. All work shall conform with local codes and standards, as enforced by local governing authorities. The drawings are diagrammatic in showing certain relationships which must be established within the scope of the work, and in its interface with other utilities & general work and that such establishment is the exclusive responsibility of the Contractor. As such; various local conditions may necessitate a different arrangement of piping, ductwork or equipment that may be indicated on the drawings. The intent in using name or specified Manufacturer in description of materials & equipment is to establish a level of quality of materials and equipment to be furnished. Materials and equipment of equivalent type and quality of others than named manufacturer may be submitted and may be acceptable. 5. Execution of the Work A. The complete installation shall be made in accordance with acceptable standards of good practice and workmanship according to the intent of the drawings and specifications. The Architect shall be notified, in writing, of any discrepancies between prepared drawings and field conditions. B. Contractor shall take adequate precautions to protect or replace existing pavements, gutters, sidewalks, curbs, utilities, adjoining property, , etc. and bear all expense to replace or repair damage thereto. C. Contractor shall layout the work and verify all dimensions prior to construction. Contractor is responsible for adequate bracing of any structural and non-structural members during construction. Adequate vertical and horizontal shoring shall be provided to safely support any temporary construction loads. The Contractor shall provide all temporary facilities, field engineering, tests as may be required and all fees (except user impact fees) that may be required to obtain a Building Permit. D. The Architect may review shop drawings, product data and other submittals (4 sets required) as required by the Contract Documents. Review shall be only for general conformance with the design concept. It shall not include review of quantities, dimensions, fabrication processes, construction methods, coordination with the work of other trades, or construction safety precautions; all of which are the sole responsibility of the Contractor. Review of a specific item shall not indicate acceptance of an assembly of which the item is a component. The Architect shall not be required to review or be responsible for any deviations from the Contract Documents not clearly noted by the Contractor. E. The Contractor shall warrantee his work and all work by his Subcontractors for a period of one (1) year from the date of the Owner's Occupancy. Any labor and materials required for repairs during that period shall be included. The "General Conditions of the Contract", A.I.A. Document A201, 1997 Edition, shall apply to this project. All "approvals" by the Architect shall be revised to be "reviews". 6. Construction Safety Recommendations: It is the sole responsibility of the General Contractor to maintain the site as a clean and safe workplace. Construction debris and trash shall not be stored on site but placed into receptacles to be removed on a regular basis. The perimeters of structures where men are working above grade shall be kept free of debris, so as to reduce the risk of injury from debris in case of a fall. All scaffolding, ladders, post shoring equipment shall be pre-engineered and bear the manufacturers safety labeling. The General Contractor shall be responsible for maintaining, on site, a First Aid Kit, Fire Extinguishers and drinking water. EARTHWORK NOTES: 1. Foundation design is based on 2,000 psf soil bearing value (dead + live load). Contractor shall verify prior to construction and report any discrepancies to Architect in writing. All buildings shall have a separate set of soil borings (or as required by Local Building Code) submitted to Architect prior to construction. 2. Compaction shall be with a vibratory compactor with a minimum of four (4) passes to the existing ground. After existing ground has reached a minimum density of 95% of the Modified Proctor. Fill shall be clean well graded sand free from roots organic material and debris. 3. Trenches and other excavations shall be protected by shoring, bracing, sheet piling, underpinning or other suitable methods to prevent cave-ins. The Contractor shall be solely responsible for design, installation, and maintenance of all required protection. CONCRETE NOTES: 1. Concrete (except 2,500 psi plain sidewalks, decks, etc) shall reach a desired ultimate strength of 3,000 psi in 28 days (Comply with ACI 318-95). Concrete work shall be proportioned as per ACI-301, "Specifications for Structural Concrete" and ACI-211.1, "Recommended Practices For Selecting Proportions For Normal Weight Concrete". Maximum aggregate size shall be 3/4" and conform to A.S.T.M.C.-33. Concrete to be pumped shall comply with ACI-301, Specifications for Structural Concrete and ACI-304 "Placing Concrete by Pumping methods Committee Report". Concrete shall be consolidated with mechanical vibrators. Structural concrete is to be cured as per A.C.1.318-95. 2. Reinforcing shall be intermediate grade steel and conform to A.S.T.M. A-615, A- 616, (60,000 yield), with deformations conforming to A.S.T.M. A-305. All reinforcing splices and placement shall be in accord with ACI-318 for "strength design". "Manual For Standard Practice For Detailing Reinforced Concrete". Details shall be as per AWS-D12.1. Reinforcement steel shall be placed, supported and tied in place with bar supports as per ACI-301 and ACI-318. Accessories shall have upturned legs and be plastic dipped after fabrication. Support bars shall not be spaced more than 4'-0"c/c. Ties shall be provided so that 2" vertical column minimum clearance is maintained. 3. Typical reinforcing for any tie beams shall be 2 #5 top and 2 #5 bottom; 8" wide x 12" deep minimum. Provide precast 8" x 8" concrete lintels as noted, minimum bearing to be 4" with the following reinforcement for the span noted: up to 5' use 1#4; up to 6' use 2#4; up to 7' use 2#5; up to 8' use 2#6; up to 9' use 3#6. For bond beams use 1#5 continuous (per course; see plans & details). Continuity of tho reinforcing in straight runs shall be provided by lapping splices not less than the reinforcing in straight runs shall be provided by lapping splices not less than 36 diameters. Continuity shall be provided at corners by bending two bars from each direction around the corner 48" or by adding two #5 bent bars which extend 30" from the corner. Continuity at columns shall be by continuing reinforcing through columns or bending horizontal reinforcing into the columns a distance of 18". Reinforcing coverage: 1-1/2" to ties or stirrups. Concrete in contact with earth; Slabs 1" coverage over vapor barrier, 3" coverage without vapor barrier. 3/4" top coverage when not exposed to elements. 4. Floor slab shall be a 4" concrete slab on grade wffi'W", W1.4 x W1.4 w.w.f. (Conform to ASTM A-185-68, locate at slab center) over compacted and treated soil. Install approved type of sealed 6 mill vapor barrier as per Florida Regulations. Provide 1-1/2"x8" recess at all perimeter block walls. 5. Construction joints in slabs and beams may occur within the middle 1/3 portion of the span. Construction joints shall be keyed 1" times 1/2 depth of slab or beam key. All reinforcing shall pass thru this key in its proper position. Provide 1/2" pre -molded joint filler between columns and slabs on grade (for isolation). Column and footing centerlines shall coincide unless otherwise noted. 6. Prestressed Hallow Core Concrete Slab Notes: A. General Contractor's work shall include (but not be limited to): Structural anchors, grill anchors, railing anchors, edge beams, roofings, surface or joint preparation for ceiling or roof etc. Contractor shall provide Shoring design, installation and maintenance. Provide openings for structural and mechanical work as required. (See Mechanical Plans). B. Materials: Concrete Materials - clean, with controlled aggregate gradation, free of all foreign matter, and electronically proportioned. Pre- stressing Strands: shall be equivalent to ASTM A-416. Product shall be machine extruded. All hollow core concrete slabs shall conform to ACI Code (ACI 318), and to other Building Codes and Local Ordinances. C. Calculations, in conformance with applicable Codes, shall be electronically computed by the manufacturer, and available for examination and review by the Architect. Shop drawings shall be sealed by a Florida Registered Structural Engineer. Bearing shall be a minimum of 4". D. Topping (if noted in the plans) shall be placed by the General Contractor with concrete (3,000 psi compressive value) to a minimum thickness of 2", and reinforced with a 6X6, 1 AX1.4 welded wire mesh. Hallow core concrete slabs shall be cleaned and wetted to insure proper bond. E. For miscellaneous openings the slab shall be cored in a workmanlike matter. For structural columns the slabs shall be neatly cut to the column dimensions. Anchor dowels and special reinforcing shall be placed by the Contractor in strict accordance with the Manufacturer's shop drawings. All keyway joints shall be fully grouted with a 6" slump (3:1 mixture of sand and cement) prior to the placement of topping. 7. Cylinders: One set of cylinders shall be provided for strength and slump test per pour, or 50 cubic yards of concrete whichever is less. Provide the following tests for each pour: One set of five (5) cylinders, one for 3 Day test, one for 7 Day test, one for 28 Day test, one for spare, one for slump test. For site mixed concrete every batch should be slump tested; 4" minimum and 6" maximum. MASONRY NOTES: 1. Reinforced Masonry Notes: Provide #5 bars in centerline of masonry cells and fill solid with cement grout (3,000 psi). Place one bar at each corner, and each side of all masonry openings. Place additional #5 each side of openings for each additional 48" in length of openings. Provide dowels from foundation to match all vertical reinforcing. Provide clean -outs at base of masonry walls at each floor as per Building Code Requirements (for inspection). Install Masonry running bond. All work shall be in accordance with ACI 531 and ACI 531.1, the National Concrete Masonry Association (NCMA) Specifications for the Design and Construction of Load -Bearing Concrete Masonry. Use type 'M' or 'S' mortar (type 'S' when below grade). Mortar to comply with ASTM C-270, type M, Fm = 2,500 psi. Concrete masonry units shall be 8"x 16"x 8", Fm = 1,500 psi, conform to ASTM C-90. Reinforcing shall be Grade 60, horizontal reinforcing shall be #8 gauge ladder type, 16" o/c. Hook top of all discontinued bars. All masonry shall be fire rated for 1 hour minimum as per manufacturer's specifications. STRUCTURAL STEEL NOTES: i . Structural steel shall conform to ASTM A-36 and be fabricated in accordance with ASIC Specifications and Manual of Steel Construction, Building Codes, Latest Edition. Shop connections shall be welded; field connections shall be bolted. (A.S.T.M. A-325) Bolts. One shop coat and one field coat of approved rust prohibitive paint shall be applied. Anchor bolts shall be A-307 steel. Structural steel construction shall conform with the requirements of the "AISC'S Specification For The Design Fabrication And Erection Of Structural Steel For Buildings" latest edition. Shop connections shall be welded in accord with AWS D1.1, Structural Welding Code"; use E70XXX Electrode. WOOD FRAMING NOTES: 1. Hand framed roof areas shall conform to the following: Span to 8'- 4" use 2x6 @ 2'-0" o/c 8'- 5" to 10'-11" use 2x8 @ 2'-0" o/c 2. Miscellaneous lumber shall be Hem -fir stud grade unless otherwise noted. All lumber in direct contact with concrete or masonry shall be treated with a wood preservative, metal plates, 15# felt or other approved construction materials. 3. Wood Trusses shall be designed by a Florida Structural Engineer. Sealed shop drawings shall be submitted to the Building Department. These drawings shall specify each truss and jack to be supplied by the manufacturer and all truss to truss connectors. The truss connectors specified shall be submitted with the truss drawings for review and shall be installed in accordance with the manufacturer's recommendations. Any trusses damaged shall be repaired in accordance with recommendations from the Truss Engineer. The trusses shall be lifted, place, secured and braced in accordance with recommendations of The Truss Plate Institute and Truss Manufacturer. The truss layout shown in these plans is diagrammatic in nature; the supporting structure has been designed under the assumption that the framing scheme shown will closely match final Truss Manufacturer's layout. The Architect accepts no responsibility for design and location of structural beams and columns until Architect's approval of Manufacturer's signed and sealed truss shop drawings. Truss Manufacturer shall verify all existing conditions. Truss Bracing Notes: Cross bracing at gables (1 st 4 trusses) should be located at no more than 15 foot apart repeated at each end of building for a minimum of 3 bays. Bottom chord lateral bracing should be no more than 6' o/c, close to the bottom chord panel points wherever required brace spacing permits, continuous from one end of the building to the other and should overlap at least one truss space for continuity. Top chord bracing (max 10' o/c) should start V-6" from ridge. Use minimum 2 x 4 grade marked lumber, nailed with two 16d nails at each connection including intermediate trusses. 4. Anchorage shall be continuous from the foundation to roof. Every joist, floor or roof truss, beam or stud on which they bear, shall be anchored. Anchorage securing wood to concrete shall be not less than 1" wide by 1/8" gauge steel straps, set in concrete and nailed with 5-16D nails to each wood member. All fastenings exposed to the weather shall be galvanized or stainless steel. 5. Sheathing (installed over roof trusses at 24" o/c) shall be 5/8" (3 ply CDX) exterior grade plywood. Install with the long dimension of panel across supports with the panel continuous over two or more spans. Provide edge supports by means of trusses, rafters or lumber blocking. Allow 1/8" spacing at panel ends and edges, unless otherwise recommended by panel manufacturer. Blocking is required at all plywood seams at jack trusses and gable ends. Nail as per below Plywood Nailing Schedule: (All Zone 3) A. Roof & mansard fascia Sheathing (5/8" plywood) 8d hand or power driven 4" at edges and 6" at field (8d) ENERGY NOTES: 1. Insulation in masonry walls (including walls in concealed floor spaces) shall be R-4.2. All ceilings over air conditioned floor spaces to have R-19 insulation @ roof areas. 2. Commercial structures shall comply with the requirements of Sub -Chapter 4 of Chapter 13 Florida Building Code 2001. ROOFING NOTES: (Conform to Chapter 15, FBC 2001) 1. Built up roofing shall be a modified bitumen 3 ply system with a gravel surface. Material and installation shall be as for a 10 year bondable type roof. Flash all parapets, A/C openings and other roof penetrations, etc. with galvanized sheet metal. Work to be in accordance with Local Building Codes and Regulations. Equipment supports at roof shall be with galvanized sheet metal pitch pockets. 4. Typical Finishes: A. Floors: Smooth concrete thru out to receive carpet except vinyl composition tile in baths & ceramic tile in 1st floor Lobby. B. Walls: Orange Peel texture on drywall thru out; smooth semi -gloss @ Restrooms. C. Ceilings: Knocked down drywall texture @ Restrooms or acoustic ceilings or exposed concrete in stairways. D. Base: 4" vinyl. 5. Suspended acoustic ceilings shall be one installed as per code Grid to be exposed metal tees, 2 x 4 spacing, with standard white panels. Install R19 insulation throughout atop ceiling panels. 7. Corridor partitions, horizontal exit partitions, exit enclosures, and fire rated walls (per FBC 2001.704.2.1.4) required to have protected openings shall be effectively and permanently identified with signs or stenciling in a manner acceptable to the authority having jurisdiction. Such identification shall be above any decorative ceiling and in concealed spaces. Suggested wording: FIRE AND SMOKE BARRIER PROTECT ALL OPENINGS. MiSC. EQUIPMENT NOTES: 1. Fire Extinguishers shall be 10 pound dry powder type (ABC). Pressurized containers to be equipped with pressure gauge. Rating shall be 4A-40-8-C. Semi -recessed cabinet (Lobby) shall be Larsen Architectural Series # 2409-6R with steel "vertical Duo" door with cylinder lock and DSA glass. Finish shall be white baked -on enamel or as otherwise specified. Exposed bracket shall hold container in a rigid position. Mount at 4'-0" A.F.F. See Floor plans. 2. Signage (See HC Notes for ADA requirements and finishes). 3. Elevator (See HC Notes for ADA requirements and finishes). 4. Mailboxes (AF Postal Specialties 1-800-275-1747) A. Type 11 Mailbox; 1-12 compartments with (1) parcel and (1) Outgoing mail w/standard pedestal for concrete base by General Contractor B. Finish: Bronze 5. Chain link fence: (Optional; see Site plan for any required locations): A. 2" x 2" or 3-112" x 5" galvanized 9 gauge fabric mesh B. Post shall be standard weight galvanized schedule 40 pipe installed in predrilled wall pockets per manufacturer's instruction. C. Privacy slats (optional; see Site plan for any required locations) shall be polyethylene pre -inserted in fabric mesh at the time of manufacture. HANDICAP NOTES: 1. Public Accommodations & Commercial Facilities (interior) that are made available to the public shall conform to the "American With Disabilities Act"; (Title Three in particular) & The Florida Accessibility Code, 2. Stairs shall have uniform risers and treads. Risers shall be a maximum of 7" (180 mm) in height, and treads shall be 11" (280 mm) in depth. The radius of curvature at the leading edges of the tread shall be no greater than 1/2" (13 mm). Nosings shall project no more than 1-1/2" (38 mm). Handrails: If not continuous, shall extend at least 12" (305 mm) beyond the top riser and at least 12" (305 mm) plus the width of one tread beyond the bottom riser. Clear space between the handrail and the wall shall be 1-1/2" (38 mm). Gripping surfaces shall be continuous. The diameter of the gripping surfaces of a handrail shall be 1-1/2" (38 mm). The top handrail shall be between 34" and 38" (865mm and 965mm) above stair nosings. 3. Door thresholds shall not exceed 1/2" (13 mm) in height. Raised thresholds and floor level changes at doorways shall be beveled with a slope no greater than 1:2. Handles on accessible doors shall have a lever shape that is easy to grasp (Schlage "Jupiter #JUP"). Regular hardware shall be mounted no higher than 48" above the floor surface. The sweep period of a door shall be adjusted so that from an open position of 90 degrees, the door will take at least 3 seconds to move to an open position of approximately 12 degrees. The maximum force, for pushing or pulling open .a door shall be as follows: (a) Exterior hinged doors: 8.5 Ibf (b) Interior dears: 5.0 Ibf 4. Permanent Signage 13hall conform to the following: a. Upper case "sans -serif' or "simple -serif' characters b. Grade 2 Braille must be on all signs C. Raised characters: 5/8" to 2" high (1132" high) d. Provide written description under any pictogram e. Pictogram to be no less than 6" high Where room names or numbers are provided, tactile characters shall be used. Such Signage shall be located adjacent to the door on the latch side at a height of 60" to the center line. Letters and numbers shall have a width -to -height ratio between 3:6 and 1:1 and a stroke--width-to-height ratio between 1:5 and 1:10. Characters and symbols shall contrast with their background. Finish surfaces shall be no glare eggshell or matte. Signage as distributed by First Sign (Marilyn Young 954-972-7222) f. @ Restrooms #5607-73 (White copy on Bronze) g. @ Stairs #5607-76 (White copy on Bronze) h. @ Elevator doorways FL#5607-17 (White copy on Bronze) i. @ 1 FL elevai:or doorway #UV501 SL (18'x24" Directory) w/#UV715 (3/4" White changeable Letter Set). Felt Letterboard to be #C1154 Brown. j. Suite signage (label A to L ): 8-112" Classic line #RCD290ES. 5. Controls and Heights A. Height. Switches and controls for frequent and essential use, shall be 48" from the floor. Electrical and communications -system receptacles on walls shall be mounted no less than 15" above the floor. B. Operation. Controls shall be operable with one hand. The force required to activate controls shall be no greater than 5 pounds. C. Medicine Cabinet. The bottom of a medicine cabinet above a lavatory shall be located with a useable shelf no higher than 44" above the floor. 6. Passenger Elevators shall comply with ANSUASME A17.1-1990 A. Automatic Operations. Each car shall be equipped with an automatic and independent self -leveling feature with a tolerance of 1/2" (13 mm) under rated loading to zero loading conditions. Speed: 150 FPM. B. Hall Call Buttons shall be centered at 42" (1,065 mm) above the floor. Call buttons shall have visual signals. Call buttons shall be a minimum of 3/4" (19 rnni) in the smallest dimension. The button designating the up direction shall be on top. Objects below the buttons shall no project more than 4" (100 mm) from the wall. C. Hall Lanterns shall have visible and audible signals at each hoist way entrance to indicate which car is answering a call. Audible signals shall sound once for the up direction and twice for the down direction. Visible signals shall be mounted (centerline) 72" (1,830.mm) above the lobby floor. Visual elements shall be at least 2 1/2" (63 mm) minimum. Signals shall be visible from the vicinity of the hall call button. In -car lanterns visible from the hall call buttons, are acceptable. D. Entrances shall have Braille floor designations provided on both jambs. The centerline of the characters shall be 60" (1,525 mm) from the floor, a nominal 2" (51 trim) in height. E. Doors shall be required to stop and reopen a car door for a minimum of 20 seconds & hoist way door automatically if obstructed. The device shall be activated by sensing an obstruction passing through the door between 5" and 29" (125 mm and 735 mm) above the floor. F. Car Floor Plan (2100# capacity) shall provide space for wheelchair users to enter the car, maneuver within reach of controls, and exit from the car. The clearance between the car platform sill and the edge of any hoist way landing shall be no greater than 1-1/4" (32 mm). G. Illumination Levels at the car controls, platform, threshold and landing sill shall be at least 5 foot candles (53.8 lux). H. Car Control panels shall have: 1. Buttons: Control buttons (raised or flush) shall be at least 3/4" (19 mrn) in their smallest dimension. Buttons shall be arranged with numbers in ascending order and shall read left to right. 2. Indicators and Braille Control buttons shall be by permanent raised standard alphabet characters for letters, arabic characters for numerals. Call button for the main entry floor shall be a raised star at the left of the floor designation. Raised designations for control buttons shall be placed immediately to the left of the individual button. Floor buttons shall have a visual indicator to show when the call is registered. 3. Heights: Floor buttons shall be no higher than 48" (1220 mm). Emergency controls, including the emergency alarm and emergency stop shall be grouped at the bottom of the panel (centerlines) no less than 35" (890 mm) above the floor. 1. Car Position Indicators (visual) shall be provided above the car control panel. As the car passes or stops at a floor served by the elevators, the corresponding numeral shall illuminate and an audible signal shall sound. Numerals shall be a minimum of 1/2" (13 mm) high. The audible signal shall be no less than 20 decibels with a frequency no higher than 1500 Hz. J. Finishes 1. Cab to be standard DPL Formica #7697-58 "Bisque Ceramic" 2. Ceiling to be standard suspended diffuser with baked enamel frame 3. Sill to be standard aluminum 4. Front to be standard "column type" brushed stainless 5. Door to be standard baked enamel "Fawn" #F808 6. Ceramic tile floor by GC 7. Signals & stations to be "Standard" 8. Rear wall Cab handrail to be 1-1/2" diameter continuous metal Grab Bars A. Size and Spacing of Grab Bars: The diameter of the gripping surfaces of a grab bar shall be 1-1/2" ( 38 mm). The space between the wall and the grab bar shall be 1-1/2" (38 mm). A grab bar shall be free of any abrasive elements. Any edges shall have a radius of 1/8" (3.2 mm). B. Structural Strength. The structural strength of grab bars shall meet the following specifications: Bending & shear stresses induced by the maximum bending moment from the application of 250 lb/ft. (1,112 N) shall be less than the allowable stress for the material. Shear force induced in a mounting device from the application of 250 lb/ft. (1,112 N) shall be less than the allowable lateral load of either the fastener or mounting device or the supporting structure. Tensile force induced in a fastener by a direct tension force of 250 lb/ft. (1,112 N) plus the maximum moment from the application of 250 lb/ft. (1,112 N) shall be less than the allowable withdrawal from the fastener and the supporting structure. 9. Waterclosets shall be 15" high (measured to the top of the toilet seat). Seats shall not be sprung to return to a 901 position. Flush controls shall be hand operated, mounted for use from the wide side of the toilet stall, no more than 44" (1,120 mm) above the floor. Paper dispensers shall be installed centered 33" from the wall and 19" above the floor. PLUMBING NOTES: 1. Plumbing systems shall comply with Local Ordinances, State Building Codes and Health Department Requirements. New piping forming the plumbing system shall be tested in accordance with the Local Building Code. The Plumbing Contractor shall provide one (1) year guarantee on all new materials and workmanship from Certificate of Occupancy. See Handicap notes for information on accessible areas, equipment and fixtures. See Engineer's Plans. HVAC NOTES: 1. Air Conditioning System shall comply with all Local and State Ordinances. All equipment forming the air conditioning system shall be tested in accordance with the Building Code. The Air Conditioning Contractor shall provide one (1) year guarantee on all materials and workmanship from Certificate of Occupancy. Any openings through roof shall be flashed by project Roofer with galvanized sheet metal so as to maintain any warranties. See Engineer's Plans. ELECTRICAL NOTES: 1. Electrical systems shall comply with utility company standards, Local Ordinances, Life Safety Code NFPA 101, State Building Codes and National Electric Code. The Electrical Contractor shall provide a one (1) year guarantee on new materials and work from Certificate of Occupancy. See Handicap notes for information on accessible areas, equipment & controls. See Engineer's Plans. INTERIOR FINISHES: A. Carpet: Mastercraft Mellenium 26; color 099 Brown Sugar per General Contractor B. 4" vinyl base: Mastercraft VCBO Dark Beige per General Contractor C. Ceramic Tile: ILVA Grecia, color "Greta" as distributed by Sikes Tile (Michael Bruce 561-719-2305) 14" x 14" D. Vinyl composition tile: Mastercraft CH41 Light Earthen Taupe per General Contractor E. Interior walls: (Flat) Sherwin Williams SW#6071 F. Interior doors, frames (Semigloss) Sherwin Williams SW#6071 & Restrooms G. Elevator: Floors: ILVA Grecia, color "Greta" 14 x 14" ceramic tile. Walls: "DPL" Formica #7697-58 Ceramic Bisque Door: "Fawn: #F808 EXTERIOR COLOR SCHEDULE A. Metal Roof: Delcoa "Slate Grey" (1" standing seam) B. Window Band: (Smooth Stucco & trim) SW 6078 "Realistic Beige" C. Textured Stucco Band: SW 6072 "Versitile Gray" D. Storefront & window: Bronze frame & Bronze tinted glass N LOCATION MAP �� Certificate # AA 000690 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd _Deerfield Beach, FI 33442 FBI : 9S4.480.8582 RDAM- M BY DATE CHECKED BY DRAWN BY SCALE 1 /8` 1 '-0" JOB NUMBER 2291-02 DAFE 12-02-02 DRAWNG NO. GJ An d reyev SANFORD OFFICE Engineering, Sant St. John's Parkway Sanford, Florida 32771 ads Inc. Fax.,407-330.7765 _. , General Site Preparation: The initial step in routine site preparation should be the ♦ Groundwater ♦ Environmental ♦ Geotechnical ♦ Construction Materials Testing - complete removal of organic soil, topsoil, trees, major root systems and other deleterious materials from beneath and a minimum 5 feet beyond proposed structures and parking/driveway areas. After this initial stripping process, the site should be proofrolled using a large vibratory October 21, 2001 Project No.: GPGT-02-257 roller (Dynapac CA-26 or equivalent). Non -vibratory equipment should be used within Proofrolling of the structure areas should consist of at 75 feet of any existing structure. least ten (10) overlapping passes in each of two perpendicular directions and should be TO: Upsala Executive Centre, Inc. Ups "observed by a geoteehnicai engineer. The purposes of the proofrolling vvlll be fo el ect Wharton Circle any areas where unsuitable soils are present as well as to densify the near -surface Tallahassee, Florida 32312 loose soils for support of shallow foundations. Materials which yield excessively during the proofrolling should be undercut and replaced with well -compacted structural fill. The Attention:. Mr. John Kuhlmann geotechnical engineer, based on observations at the site, can recommend the nature Subject: Report for Geotechnical Study for Proposed Upsala Executive Centre, and extent of any remedial work. Based on our exploration, no major remedial work is Upsala Road, Sanford, Seminole County, Florida. anticipated at this site. Fill Placement Dear Mr. Kuhlmann: After the site has been proofrolled and accepted by the geotechnical engineer, any fill At your request and per proposal number PG-02-283, dated September 19, 2002, required to bring the site to final grade may be placed and properly compacted. All fill Andreyev Engineering, Inc. (AEI) has completed a geotechnical investigation for the above referenced project. The purpose of this study was to obtain geotechnical data to should be inorganic, non -plastic, granular soil (clean sands). The fill should be placed to 12 inches loose and should be compacted to a minimum of 95 assist in the design and construction of the proposed office building. This report investigation along with an evaluation of the soil in level lifts not exceed percent (%) of the soil's modified Proctor maximum dry density as determined by ASTM presents the results of our geotechnical and groundwater conditions encountered. In addition, it provides geotechnical Specification D-1557. In -place density tests should be performed on each lift by an technician working under the direction of a registered engineering recommendations for foundation design, pavement base design, experienced engineering geotechnical engineer to verify that the recommended degree of compaction has been stormwater retention pond, and site preparation, achieved. We suggest a minimum testing frequency of one (1) test per lift per 2,500 square feet of area within structural limits and for every 5,000 square feet of area in proposed pavement areas. This fill should extend a minimum of 5 feet beyond building SITE LOCATION AND PROJECT DESCRIPTION lines to prevent possible erosion or undermining of footing bearing soils. Further, fill slopes should not exceed 2 horizontal to 1 vertical (2HAV). All fill placed in utility line The subject site is approximately 1.6 acres and is located off Upsala Road in Sanford, trenches and adjacent to footings beneath slabs on grade should also be properly However, in these restricted Seminole County, Florida. The proposed project will consist of a 2 to 3 story office a retention pond area, placed and compacted to the specifications stated above. compaction should be accomplished with lightweight, hand -guided building approximately 23,000 square feet with surface parking, and a drainfield/septic tank. A conceptual site plan was provided by Mr. David Evans, working areas, compaction equipment and lift thicknesses should be limited to a maximum of 4 inches A sinkhole risk evaluation for the site was not within the scope of this study, loose thickness. _ Foundation Design V Once the existing subgrade and/or new fill soils in the proposed structure area have been prepared in accordance with the preceding recommendations, the proposed building can be constructed on a system of conventional shallow spread or strip footings bearing at minimum depths below the finished floor elevations. Footings which bear in Clermont St. Petersburg Ocala 352-401-9522 3 Tavares i4z ss densified existing soils or in new structural fill may be designed based on a maximum foot. Minimum footing 2 352-241-0506 727-527.5735 i Fax 352-742-9623 Fax352.241.0977 Fax727-527.6004 Fax 352-401-9523 allowable bearing pressure of 2,500 pounds per square dimensions of 18 inches should be used even though the maximum allowable bearing ,. - - - --.... pressures may not be fully developed in all cases. Footings should bear at least 18 . inches below finished exterior grades. Footing subgrade soils should .be approved by SCOPE OF FIELD EXPLORATION i1 the geotechnical engineer prior to placement of concrete and steel. As a minimum acceptance criterium, the footing subgrade soils should be compacted to a minimum The scope of our field investigation consisted of performing the following: density of 95% of the soils modified Proctor max imum dry density for a depth of 24 to facilitate comp__action of the foundation soils, _ inches. Dewatering may be necessary de ending on the time of ear the site work Is carried out and fh� eleGation of ti>e y Three (3) Standard Penetration Test borings to a depth of 35 feet below grade p bottom of the footings. Typically, groundwater needs to be maintained at about 2 feet within the proposed building area. below the compaction surface. The contractor shall evaluate the need for dewatering • Five (5) hand auger borings to depths of 5.5 to 6.5 feet below existing grade using final design plans (not available at this time). within the proposed parking areas. Two (2) hand auger borings to a depth of 5.0 feet below existing grade within the Parking proposed drainfield area. The shallow subsurface soils are Considered acceptable for construction and support of • Two (2) auger boring to a depth of 15 feet below existing grade within the a flexible (limerock) or semi -flexible (soil -cement) base. If a minimum separation of 24 the bottom of the base and the seasonal high groundwater table is proposed pond area. inches between maintained, then either soil -cement or limerock can be used. Where the separation will The approximate locations of the borings are shown on the attached Figure 1. be consistently less than 24 inches, soil -cement should be used and pavement underdrairts may be necessary. In no case should the separation be less than 12 Representative portions of each sample retrieved from the borings were packaged and inches. sealed for transportation to our laboratory for further examination and visual The parking/roadway subgrade preparation should follow the recommendations classification. presented in the "General Site Preparation" section of this report. Proofrolling of the pavement areas should continue for the required number of passes SOIL AND GROUNDWATER CONDITIONS and until the soil at a depth of 12 inches below the compaction surface has attained a Proctor maximum dry density as determined by minimum of 98% of the soil's modified ASTM Specification D-1557. In -place density tests should be performed by an Soil Condition experienced geotechnical engineering technician working under the direction of a The soil types encountered at,the boring locations are presented in the form of a soil registered geotechnical engineer to verify the required degree of compaction. profile on the attached Figure 2. The stratification presented is based on visual - examination of the recovered soil samples and the interpretation of the field logs by a design is, not within the scope geotechnical engineer. Also included adjacent to the Standard Penetration Test borings Pavement /Base: Although a comprehensive pavement of this study, below are recommendations on the use of pavement base for the are the blow counts "N" values. The "N" values have been empirically correlated with ` various soil properties and are considered to be indicative of the relative density of proposed parking/interior roadways. cohesionless soils and the consistency of cohesive material. A limerock base should have a minimum thickness of 6 inches for light duty pavement In general, the SPT borings encountered surficial layers of fine sand with small roots and 8 inches for heavy duty pavement and should meet Florida Department of Transportation (FDOT) standards, including a minimum Lirnerock Bearing Ratio (LBR) "topsoil (Stratuml) underlain by layers of fine sand (Stratum 2), clay (Stratum3), slightly of 100. A stabilized sub -base with a minimum Florida Bearing Value (FBV) of 40 silty to silty fine sand (Stratum 4), and silty fine sand (Stratum 5). pounds per square inch (psi) and a thickness of 12 inches would be required. Both The machine and hand auger borings encountered similar soil conditions to the SPT base and sub -base should be compacted to at least 98% of the AASHTO T-180 borings. However, some of the hand auger borings encountered layers of clayey fine Maximum Density. sand (Stratum 7). As an exception, boring HA-3 encountered surficial layer of organic layer was If asoil-cement base is use, the base thickness should be a minimum of 6 inches for d sand (Stratum 6) about 12 cinches thick. The same organic sand I light duty pavement avement and 8 inches for heavy duty pavement. A stabilized sub encountered -at baring HA-1 from 1.0 to 1.5 feet below existing grade. _.__..-_ .------.----: would not be required. However, the subgrade soils to a depth of 12 inches should be compacted to a minimum density of 98% of AASHTO 'r-180. The soil -cement ase should be compacted to at least 95% of AASHTO T-134. Groundwater Table ' At the time of our study (October 2002), the groundwater table was encountered at iA-T'he�wearing surface may consist -of either Type S 1 or 5-� asp tralt -concrete meefin g currant FDOT specifications. A minimum of 1.5 inches of asphalt for light duty depths ranging between 2.0 to 2.9 feet below existing grade. and 2.0 inches of asphalt for heavy duty pavement are recommended. The pavement mixture should be compacted in -place to achieve a density equivalent of at least 95% of Fluctuation of the groundwater table should be anticipated throughout the year due to the laboratory density for the approved mix as determined by the Marshall Stability Test variations in seasonal rainfall. Based on the time Of year, the encountered water table method. levels and the amount of rainfall received to date, we estimate that the normal seasonal high groundwater table to occur at about 12 inches below existing ground surface. As an alternative to the asphalt pavement, a concrete section could be used. We would be pleased to review the final pavement grades and base separation above seasonal high groundwater levels for consistency with our recommendations. EVALUATION AND RECOMMENDATIONS Stormwater Retention Pond Area General The following conclusions and recommendations are based on the project We understand that the project will include one (1) stormwater retention pond area located along the west side of the property. The location of the proposed pond is shown characteristics previously described, the data obtained in our field exploration and our on the attached Figure 1. To assess the soil and groundwater table within the experience with similar subsurface conditions and construction types. The report does proposed pond, borings ABA and AB-2 were performed to a depth of 15 feet below not reflect oily variations which mqy occur adjacent or between the borings existing grade. Based on the results of the borings, the soil and groundwater table Based on the results of our study, we are of the opinion that the soil and groundwater conditions appear to be suitable for .the construction of the proposed ponds. The table should be taken into consideration when designing the proposed conditions are generally suitable for the proposed construction using shallow shallow water pond. We anticipate wet bottom retention pond area for this project. foundations and conventional site preparation. One (1) laboratory permeability test was conducted on soil sample retrieved from the As mentioned earlier, borings HA-1 and HA-3 encountered a layer of buried and surficial pond location (Boring AB-1). The sample was taken from a depth of 2.0 feet organic sand (Stratum 6), respectively. The organic'sand layer is about 12 inches thick proposed below grade. The vertical coefficient of permeability was measured at 15 feet per day. at boring HA-3 and 6 inches at boring HA-1. This organic material is considered The permeability value should not be misconstrued,to represent the design exfiltration unsuitable and should be removed and replaced with clean compacted fill as described rate. The exfiltration rate should be lower due to pond bottom siltation, pond geometry, in the "FILL Placement "section of this report. Since the organic layer was only found at borings HA-1 and HA-3, we recommend that the removal of the organic soil should start para volume and groundwater mounding effects. The following aquifer meters can be at HA-1 and HA-3 and continue outward until all organic soil is removed. used for design purposes: Following the removal of all organic soils, site preparation shall include clearing, grubbing and densification of the subsoil. Specific recommendations for site preparation and foundation design are presented below: Retention Pond Aquifer Parameter.. A uifer Base 9.0 feet below existing grade _ Seasonal High Groundwater FHorlzontal -12 inches below existing grade Hydraulic Conductivity15 feet per day ted Vertical Conductivity 10 fee�per a acte Coefficient 0.2 Drainfield Area We understand that the proposed project will include on -site septic disposal system. In an effort to evaluate the soil end groundwater table conditions within the proposed drainfield area, borings HA-6 and HA-7 were performed to a depth of 5 feet below existing grade, Based on the borings, the soil conditions appear to be suitable for the construction of the proposed drainfield. The seasonal high groundwaterTable withinthe proposed drainfield area is 12 inches below existing grade. The bottom of the drainfield must be a minimum of 14 inches above seasonal high groundwater table. The proposed septic tank and drainfield system must be constructed in accordance to Seminole County requirement. Borrow Suitability (Pond Area) Based on the soil strata encountered at the borings, the following generalization with respect to the soil types can be made. Stratum 1: Fine sand with roots (topsoil). Due to the roots content of this stratum (topsoil), it is not suitable for structural fill or subgrade material. These strippings may be used in landscape areas at the discretion of the landscape architect. Strata 2 & 4: Fine sand and fine sand to slightly silty fine sand. Because of the low fines content, Strata 2 & 4 type soils are suitable as select structural fill. They may also be used in area where drainage is of critical concern and are well suited for roadway fill. Very little drying should be required before placement of these strata. Stratum 3: Clay. Due to the poor drainage characteristics of this soil, it is considered to be poor quality foundation or subgrade soil. Extensive drying and handling should be anticipated if this material is to be used. This material should not be used within 2 feet below roadway base and foundation bottoms. Stratum 5: Silty fine sand. This stratum is usually suitable for foundation fill material. Due to the marginal drainage characteristics, this soil is less suited for roadway/parking fill and sub -base material than Strata 2 & 4. However, upon inspection by a geotechnical engineer, this soil may be approved for such use. If inspection indicates that isolated areas of this stratum are too silty for roadway use, mixing with Strata 2 & 4 is recommended to increase drainage properties. A moderate amount of drying and preparation will be needed before this material can be used, CLOSURE The geotechnical exploration and recommendations submitted herein are based on the data obtained from the soil bori,igs presented on Figure 2. The report does not reflect any variations which may occur adjacent or between the borings. The nature and extent of the variations between the borings may not become evident until during construction. If variations then appear evident,. it will be necessary to re-evaluate the recommendations presented in this report. An on -site visit may be required by a geotechnical engineer to note the characteristics of the variations during the construction period. w . AEI appreciates the opportunity It participate in this project, and we trust that the information herein is sufficient ibr your needs. If you have any questions or comments concerning the contents of this report, please do not hesitate to contact our office. Sincerely, Andrev^EyI vdgineering, Inc. f� Gabl Stephan Division Manager 59 SINGLE FAMILY HOME ZONING A--1 LANDUSE RESIDENTIAL LEC iUD - AUGER BORING LOCATIONS HAND AUGER BORING LOCATIONS SPT BORING LOCATIONS TB-1 T13--2 T13-3 A13--1 A13-2 HA-1 HA-2 HA-3 HA-4 °4l ' ' 1 n O`6 g 10 '.'. 2.� r 9 Kv=15 �2 `J -�- - 2 � 1 - l� 2.6 3.O :':': _- 3 - - 0 5 rs i':'� : o is :;::: �5 ' c� 14 15 � _ 0 `+ J 16 17- 2e 10 2 O 0 8 21 V., 20 10 i1 18 1� O Q HA-5 HA-6 HA-- 7 W _ 4 O ly Z (D18 - 3 o - 0 o 0 0 13 18 W ?� Z.oiV. - 2 tC5 W W - Z 5 5 (5, 20 12 i5 15 n Q - 10 25 a 12 11 LEGS 0 GRAYISH BROWN FINE SAND WITH SMALL ROOTS (TOPSOIL)(SP) - 0 Q LIGHT BROWN TO BROWN TO GRAYISH BROWN FINE SAND (SP) O ® ® 0 GREENISH GRAY CLAY (CH) i 8 (DGREENISH CRAY FINE SAND TO SLIGHTLY SILTY FINE SAND (SP)(SP-SM) 30 31 t f0 5 GREENISH GRAY SILTY FINE SAND (SM) - - O EClIO DARK GRAYISH BROWN ORGANIC SAND (SP) - `'.J GREENISH GRAY. CLAYEY FINE SAND (SC) - - (SP) UNIFIED SOIL CLASSIFICATION GROUP SYMBOL 35 30 LIJ 12 LU 14 5.01 DEPTH TO GROUNDWATER, UCTOBER, 2002 N STANDARD PENETRATION RESISTANCE, IN BLOWS PER FOOT Kv VERTICAL COEFFICIENT OF PERMEABILITY, IN FEET PER DAY Certificate # AA0002990 PLANNING/INTERIOR DESIGN 5467 West Hillsboro Blvd Deerfield Beach, FL 35442 Tel :954.480.8582 REVISIONS BY DATE Z W LL W UJI 0 C� D 0. CHECKED BY DRAWN BY SCALE JOB NUMBER 2291-02 DATE DRAWING NO. OF DRAWINGS N ' N �(1 ' n FLOOR PLAN (Level #1) 77235F SCALE: .3 FLO®R PLAN 5CAL E: Level #2) 7,723 S. F. 22'-0' L 04'-0' 0 4 Certificate # AA OOOMO PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel : 9S4.480.8882 FFMaIONS BY DATE 0 ir OC < ui x Q p ui "� O LL �Q N v ) CHECKED BY DRAWN BY SCALE 1 /8"=1 '-O" JCS NUMBER 2291-02 DATE 12-02-02 DRAWING NO. \JOF DRAWNGS S-' ti FfF SUITE SIGNA6E FLOOR PLAN (Level # 3) 7,7235F. SCALE: 03`" I'-O" BREAK MTL AT END OF 5TUD WALL AND SEALED TO WINDOW GMU BLOCK WALL Wl- STUG(O FIN AND 1/2" 6YPcAm BD ON AITCOInO W/_ O_A') TYP RENTAL UNIT LAYOUT SCALE: I/6"=1'-O° ROOM FINISH SCHEDULE FLOOR WALL OILING CEILING ROOM NAME RASE WALLS FINISH FINISH HEICj-iT REMARKS FINISH 1 -i w UO N O (y t z Q 1 W -A lo 3 m lL w Cl n o Ll Q p Ly (L q u w IL z v a v r r w Q w u � �. ,° w LOE0Y LEVEL 1 • • • ♦ • LEVEL 2 • • • • 9'-O' AFF LEVEL 3 • ro • • ® 9'-0' AFF 5UITE5 • • • • 9'-O' AFF F,ESTF..00MS • • • • 8'-O' AFF NON-ABSORBANT FBG 2001 1204.2 5TAIRCA5^ " 1,243 • • • • UNDERSIDE OF TRU55 ELEVATOF: FM • • • • 9'-O'AFF SEE 56HEOULE FIX MTL TRAGK TO - GEILING RUNNERS W/- (2) TEK 5GREW5 EVERY RUNNER 3 5/8" 256A MTL. TRACK FA5TEN TO FLR W/- 3/4" POWER AGTUATED PINS @ 24° 0/G. (TYP) 54'x32' REFUGE AREA (TYP) FIN. CEILING 3 5/S" 250A MTL. 5TUD5 @ 16" O.G. W/ I LAYER OF 1/2" GYP. BOARD ON EACH 510E 5GREWED TO 5TU05 W/- DRYWALL 5GREW5 @ 12" OIG. ,HEDULED BA5E 56HEOULED FLOOR FIN 1 TYP STUD WALL 4 NT5 I 22'-0'_ 04'-O' I` TYP REFLECTED CEILING PLAN_ TYP. TOILET FIXTURE MTG. HT. NT5 E3,4THROOM LEC3END OTOILET W/- 5EAT @ la" A.F.F. (TANK TYPE) OTOILET PAPER HOLDER MOUNTED IH" A.F.F. AND WITHIN 24" HORIZONTAL OF LIP OF W.G. OGRABRAIL: 42" LON6, MOUNTED AT 55" A.F.F. ® GRABRAIL: 36" LONG, MOUNTED AT 33" A.F.F. 50 MIRROR: 24"X36" MOUNTED W/- BOTTOM AT 40" A.F.F. ®LAVATORY W/- 50AP DISPENSER: LIP AT 34" A.F.F. WITH KNEE TOLERANCE OF 2b" A.F.F. OPRIVACY 5GREEN OPAPER TOWEL DISPEN5ER MOUNTED AT 42" A.F.F. I� EPDXY PAINT FIN II PIPE WRAP 12 TA( 516NAOE BOTTLE COOLER PER FAG SADA W/- CUP HOLDER (TYP) Q3 •----ate.n®!---rfEEgam■ Emma I TYP ! HC TOILET LAYOUT Ceflikale # AA 0002990 PLANNING/INTERIOR DESIGN 3467 Wesi Hillsboro Blvd Deerfield Beach, FI 33442 Tel : 954.480.8582 REVISIC{VS BY DATE z Ir z 0 w w x w 0 LL CL d D n� �0 LL CHECKED BY CHAMI BY SCALE , /8"— 1 1-011 JCE3 NUMBER 229 1 —O2 DATE 12-02-02 DRAWING NO. DRAWM;IS 31'-10' GONG BEAM LEVEL 13 LEVEL a 2 7E. LEVEL I I STANDING SEAM 5TL N0RTH ELEVATION SCALE: STANDING 5EAM 5TL ROOPG ON We?" EXT E3 QUALITY PLYWD 5HEATHING NAILED PER SCHEDULE ON rj PRE -FAD ENO HD TRIME5 - _ 31'-10' GONG DEAM Id �yi," •�t� L�Ll 'a TYPE 'B' ALUM d GLA55 DOORS N/-FUJSH GLAZED � �V C/oU�1 STOREFRONT (-34 P517 +31 P5F) SOUTH ELEVATION C-l'i SCALE: 31'-10' CONG BEAM 22'-0' LEVEL � 3 11'-O' LEVEL a 2 0'-0' LEVEL I I EAST ELEVATION SCALE: STANDING 5EAM 5TL ROOF'G ON 50' EXT QUALITY PLYWD SHEATHING .CO UGGO FIN TROL )NAL ;ca _ 31'-10' GONG BEAM 22'-0' LEVEL 13 II'-O' LEVEL 12 LEVEL I I - -54 P5F +31P5F 5hk70TH STUCCO TYPICAL �` �� l.- FIN 34 PSF — _ter=- EEO EEO +31P5F TYPICAL J 34 P5F +31P5F TYPICAL WEST ELEVATION SCALE: STANDING 5EAM 5TL ROOF'G ON 5/S" EXT QUALITY PLYWD SHEATHING NAILED PER SCHEDULE ON PRE-FA13 ENG WD TRIx5E5 5M00TH STUCCO FIN TEXTURED 5TUCJ0 FIN Certificate # AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel : 954.480.8582 REVISIUVJ BY DATE z Ir m z w U w x L.L O j 14 U) _ U_ CL ® ��// L.L Cr) OQ L_ an NZ 0 T- U) CHECKED BY DRAWN BY SCALE '-0" JCB NUMBER 2291-02 DATE 12--02-02 DRAWING NO. WINDOW SCHEDULE (ALL BRONZE ESP W/-SCREENS) (* VEFi1FY OPENMlG AND WSTAINSTALATION W/- MFR.) MARK SIZE TYPE *M.O. (WXH) *R.O. (WxH) REMARKS OA IOS"x48" H5 IOq"x49" PGT OR EQUAL 0 qb"x48" H5 q_l"x4q" PGT OR EQUAL GO 5TOREFRONT FLUSH 5EE 5HOP 9W65 1 3/4'x4 1/2" TUBULAR TEMP PER COPE- 0 DOOR SCHEDULE MARK SIZE DOOR FINISH FRAME REMARKS WIDTH HEIGHT THICK CORE TYPE SADDLE 84" 13/4" ALUM/6LA55 13 ALUM BRONZE ALUM 61-05ER t LOCK 2 56" 84" 1 5/8" IN5UL'D A ALUM PAINT H.M. SEE NOTES '3 36" 84" 15/8" IN%L A ALUM PAINT ALUM GL05ER 4 36" 84" 1 5/8" INSUL'D A ALUM PAINT WD SEE NOTES .. 5— W, 84" 1 5/4" 5CWD A PAINT WID 5EE NOTES 6 36" 84" 13/4" SGWD A PAINT WD � IHR GLA55 'G' W/- GL05ER �1 36" 84 1 5/4` SGWD A PAINT WD IHR GLA55 'G' W/- GL05ER _ 8 3g" 54" 1 3/4" 5GWD A PAINT WD IHR GLA55 'G' W/- GL05ER q 36" 84" 1 5/4" 5CWD A VINYL PAINT WD IHR GLA55 'G' W/- GL OSER to 36° 84" 13/4" SGWD A VINYL PAINT WD IHR GLA55 'G' W/- CLOSER II ` 36" 84" 1 3/4" SCWD A�^ VINYL PAINT WD IHR GLA55 'G' W/- GLO`5ER� 36° 84" 13/4" SGWD A VINYL WD IHR GLA55 'G'IN/- CLOSER Al2: 36" 84" 1 5/4" _ 5GWD A PAINT WD IHR GLA55 'G' W/- GLO5ER 14 36" 84" 13/4" HGWD A PAINT WD IHR GLA55 'G' W/- CLOSER 15 36° 54' _ 1 5/4" 50WD A PAINT IND IHR GLA55 'G' W/- G1,05ER I6 36" 84° 1 3/4" SGWD A VINYL PAINT WD IHR GLA55 'G' W/- GL 05ER Il 36" 84" 1 3/4" 5GWD A VINYL PAINT WD IHR GLASS 'G' YV CLOSER I6 3b° 84" 13/4" SGWD A VINYL PAINT IN]) IHR GLA55 'G' W/- GL05ER IqT 36" eW 1 3/4" 56WD A VINYL PAINT rip IHR GLA55 'G' W/- CLOSER 36" 84" 1 3/4" 5GWD _ A VINYL PAINT rif? IHR GLA55 'G' W/- CLOSER 2I 36" 84" 13/4" SGWD A VINYL PAINT WD IHR GLA55 'G' W/- CLOSER 22 36" 84" 1 3/4" 56WD A VINYL PAINT WD IHR GLA55 'G' W/- CLOSER z3 36" 84" 1 3/4" 5GW0 A VINYL PAINT WD IHR GLA55 'G' W/- GLCrER 2a 36° 84" 13/4" SGWD A VINYL PAINT WD IHR GLA55 'G' W/- CLOSER 25 36" 84" 1 3/4" 56WD A VINYL PAINT WD IHR GLA55 'G' W/- 01-05ER 26 36" , 84" 1 3/4" 56NP A VINYL PAINT WD IHR 6LA59 'G' IN/- GLTER 2T 36" 84" 13/4" SGWD A VINYL PAINT AID IHR 6LA55 'G' W/- CL05ER 2b _ 36" 84" 1 5/4" SGWD A VINYL PAINT WD IHR 6LA55 'G' Wl- 61-05ER � 360 1 84" 13/4' SGWD A IANYL PAINT WD IHR 6LA55 'C' W/- GL05ER 30 36" 54" 1 3/4" SGWD At\/INYL PAINT by IHR GLA55 'G' W/- CLOSER 31 36" 54" 1 5/4" 5GWD APAINT TWD WD IHR GLA55 'G' W/- CLO5ER SGWD A PAINT84" IHR GLA55 'G'W/- CLOSER 13/4" SGWD A PAINT WD INR GLA55 'G' P!/- CLOSER 36" 54" 15/4" SCWD A PAINT WD IHR GLA55 'C' W/- CLOSER 35 36" 54" 5EE MANUFACTURER SHOP DRAWINGS FOR DEATIL5 36 36" 84" 5EE MANUFACTURER SHOP DRAWIN05 FOR DEATIL5 31 3I " 84" 5EE MANUFACTURER SHOP DRAWING5 FOR 0EATIL5 AI 36" 80 13/e" HGWD A `INYL PAINT WD n2_ 36° 80" 13/8" HGWD A PAINT WD A3 36" 80" 1 501 HGWD A VINYL PAINT WD GL05EK 3 PRIVACY a 36" 80" 13/8" NGWD A PAINT WD _ 36" 80 13/8" HGWD A PAINT WD _A5 _ GENERAL DOOR NOTES I. AL L ENTRY DOOR5 SHALL HAVE KEYED LOCKS (5EE NOTE5) 2. ALL DOORS TO BE KEYED ALIKE. 1. DOOR5 # 2, 3 S 4 (EXIT) TO HAVE NO EXTERIOR HARDWARE \ O O f t I I 31-10" TOP OF BOND BE 2"x6' WD FASCIA BD P`/G PERFORATED SOFFIT 22'-O' LEVEL # 3 LEVEL # 2 LEVEL # I WD TRUSSES W/- DJILT-UP ROOFING ON WD TRU55E5 W/- 5/8" UK EAT OVALITY TL U338" IHR RATED "UL U338' IHR RATED /. , A SECTION 5 5GALE:I/4"=1'-0" MTL GAP FLASHING (STANDING SEAM TO 51JILT-UP ROOFING ON xt7CWLCV f L1UM//11IVly ____......__. FOOTING e 5 5GALE: 1/4"=I'-0" 9-3 SLOPE TRU55E5 2" TOWARD REAR OF -n. nI AI/_ /AInoYu alnrl BUILT-UP ROOFING ON 5/8" THK EAT QUALITY PLYWD (5EE GE-N. NOTE5) MTL GAP FLASHING OFAND'G SEAM TO F)UILT-UP ROOFING) 8 A24' OIC. R-Iq CEILING IIj5UL TOP OFIBOND BEAM J � C _ 22'-0" LEVEL # 3 LEVEL # 2 t o'-o' I/ \ Q'.: �:.•2`: 0'.. 0':.. V. V:.4 V. 0...-V. : V':. `..'-: V'.`. V. 07.•2': 0,'. V. T:.• :`..o'd..:r..:`:.v:',,..:;.•.v.'.� :::.o .�.:`:.v:..�.. I" EXPANSION FIBER MATERIAL _ AT ALL JOINT5 .vv.v:.. ....•i a ` 5GHEDULED FOUNDATION FOOTING (-_B_-�TYP. WALL DETAIL 5 5CALE:I/2"=I'-0° GONG BOND BEAM W/- (2) #1 GONT BAR AND POUR 50LID STANDING SEAM STL ROOP6, ON 5/S" EXT QUALITY PLYWD SHEATHING NAILED PER SCHEDULE ON PRE-FAB ENG WD TRU55E5 - SCHEDULES STRAP 2 J 3 M7L EDGE ° FLASHING CEILING 2'x6' PT WD SUB l PRE-6A5T GONG "U" FA GIA BD — 5HAPED LINTEL I"x8" PT WD TRIM 5EE LINTEL 5GHEDULE PVC PERFORATED SOFFIT TF ro 8" GMU WALL W/- (1) #5 6" PRE-5TRE55E9 HOLLOW BAR `/ERT IN FILLED CELLS GORE 5LA5 (IHR RATED) @ 6'-0" OIG. W/- #q GA REINF UL 4JgO2 (T(P) 13 — @ 16" 0/G. (TYP) S-3 CEILING INSUL ACOUSTIC CEILING - PRE-GA5T GONG "U' o� SHAPED LINTEL v _ 5EE LINTEL SCHEDULE j - HORIZONTAL_ SLIDER WINDOW INSTALLED PER MFR SPECS W/- I"x4" PT BLOCKING A 6 TRIM MOLDING GTOR0 # 421 7 5TUGG0 PER ,5 GTORY TEL 954 485 (9100) 0 BEAM W/- POUR SOLID \11 CeriifIca tI, /{ AA 000 9U PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel : 954.480.8S82 REVISIONS BY DACE V Z Ir IULAffikAIN W w �o W X QE2 W J QO a �" � ao a D o � o ON Z I/2" THK GY�aJM BD SCREW QU - BUILDER'5 TRIM MOLDING TO I"x2' PT FURRING @ 24' TO FA( 70RC # 421 CHECKED BY O/G W/- 42 WALL INSUL FASTEN TO STUCCO PER _ MFR 5PEG5 (FOAM FACTORY TEL q54 Q6 6100) DRAWN BY 4' THICK GONG SLAB W/- 6"x6" 111.4 YIIA WWM ON - SCALE `6 MIL VAPOR BARRIER 1 /8" ll '-O" Jca NUMBER ' 2291-02 DATE 12-02-02 MAVVINU 1`0 =A OF DRAWINGS i STANDING SEAM 5TL ROOF'6 ON 5/S" EXT QUALITY PLYWp SHEATHING NAILED PER SCHEDULE ON PRE-FAB EN6 WD TRUSSES FURIGANE STRAP PER ROOF FRAMING PLAN 2"xb" PT WD FASCIA 81"0' PT TRIM NAILED TO wD TRU55 W/- 16d NAILS / 1. f to PRE EN6 WD TRU55E5 SPADE @ 24' 0/G. PER TRU55 MFR —7 R-Iq INSUL 1 3/4"x4" EXTRUDED ALUM SEGTION 5TORFRONT W/- FIXED TEMP GLASS -- 6"PREGA5T PRE-5TRE55ED HOLLOW GORE SLAB Z IHR RATED GEILIN6? UL F522 @ LOBBY — ---�- ALUM FLASHING W/- SEALANT00 AGGUSTIG CEILING @ CAULK BACKING i J q'-O' AFF MATCHING BREAK MTL — I"x3" PT AD FIRESTOP ALUM FLASHING W/- SEALANT- R-iq IN%L (`/ERT) >A CAULK BACKING 1/2" THICK GYPSUM BD ON ECONDARY POUR GONG ) 3 1/2' MTL STUD FRAMED W/- I"x2" PT WD FURRING 9 24" W/- (2) #5 GONT BAR AND ( -' DONN 57UD5 SPACE e CAVITY FILL W/- R-4.2 INSUL .G. #4 DvwELL @ 24" o/G. — I6" 0/G. PRE 57RE55GD PRE6A5T GONG 13/4"x4 1/2" EXTRUDED ALUM fD R-Iq INSUL ALUM AND FIXED TEMP GLA55 LINTEL PER MFR 5PE05 (SAFE STOREFRONT NV- FIXED STOREFRONT INSTALL PER MFR LOAD 125o#) 14'-0' SPAN (L 1) 6LA55 (SEE ELEY) -� 5PEG5 (3 1/2" TAPGONS @ 16" 0X) 1/2" GYP BD TO FRAME-DOYN PVC, PERFORATED _ AGGUSTIG GEILING 50FFIT 8" I all 0 10 I W Q I FmAlm I SCALE: 1/2"= I'-O" SECONDARY FOR GROUT FILLER — V PRE-5TRE55ED HOLLOW GONG SLAB PREGA5T GONG BEAM SEE MFR SHOP DYV,5 TREAD JL CAST GONG STAIR AND LANDING (60 SHALL PROVIDE SEALED AND 516NEP SHOP DWG5 OIL EL22.-0' PVG PERFORA SOFFIT POND BEAM K 31 BAR FILL S 8" GNU WALL W STUCCO FIN — BOND BEAM W/- a5 BAR FILL SOL S' GNU ML W/- 5TU000 FIN — m DETAIL I/2"= I'-0" SECTION. 5GALE: I/4"= I'-0" 1/2' GYPSUM BD ON I"x2" PT FURRING 0 24" 0/G. W- 42 WALL INSUL 6" PRE-5TRE55ED HOLLOW GORE SLAB FILL 50LID �PW�REr,A5r 4`0/S"x4' 5TL ANGLE GONG W/- 501xb" EPDXY STAIR AND LANDIN6 ANCHOR 9 2'-0" O/G. (GG SHALL PROVIDE SEALED AND SIGNED SHOP DN6S �M GT GONG AND LANDING iALL PROVIDE P AND 51ONEP DWG5 STAIRCASE PLAN, (Level #1) STAIRCASE PLAN (Level #2 5GALE: Q v STAIRCASE PLAN_(Level #3) STAIRCASE # 2 DETAILS_ V11 L, t0i "o I W� Certificate // AA 0002000 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach' FI 33442 Tel : 954.480.8582 REV`-XA-3 BY DArF- w w c� w 0 CO CHECKED BY DRAWN BY SCALE 1 /8"-1 '-0" JOB NUMBF_Fi 2291-02 DATE 12-02-02 UPAW NG NO. OF DF+AWINGS ca i y u PLAN UF 1 ELEVATOR _ BUILT-UP ROOFING ON 5/8" THK EXT QUALITY PLYWD (SEE GEN. NOTES) 5TANDIN62 SEAM 5TL IHR ULaP52 R-Iq INSUL � ONO BOND BEAM /- (1) 45 BAR FILL �j 3r-to' _ io LIU _`f f cn1 r.. I� SHAPED 1 TEL W/- (1) e5 BA OUR 5G VERIF"f DOOR HEIGHT W/- MFR' SPEG5. -- , \ r ELFEVAL HAS 6"FRE- TRESSED HOLLON GORE 5 B _ EL. IP-0" uuurJuuuuuouuuuuu uuaaoo❑ 0 �2 Ar,a6TIGAL CEILING TILES PRE-( A5T GONG ' SHAPED LINTEL - (1) 45 BAR POUR OLID VERIFY DOOR o HEIGHT SPECS. EL. W-O' I I ELE (A To' 5HA FT BITUMINOIJ5 iz ;. WATERPROOFING r FILL ALL CELL5 @ ELEVATOR PIT UP TO t. LEVEL n 15LAB i c 12"xI2" SLUMP---''' PIT ROOF'G ON 5/S" EXT QUALITY PLYWD SHEATHING NAILED PER SCHEDULE ON FRE-FAB ENG WD TRUSSES PVG PERFORATED SOFFIT GONG BOND BEAM W/- (1) a5 BAR FILL SOLID S' GMU WALL W/- 5T0000 FIN PROVIDE WATERFROOF'G HYDRAULIC 5HAFT SLEEVE SCHEDULE FOUNDATION FOOTING SECTION 5GALE: I/4"= I'-O" SECONDARY POUR \ GROUT FILLER SAFETY TREAD (b' PRE-5TRE55ED HOLLOW GONG 1 5LAB PREGA5(GONG PRECAST GONG STAIR AND LANDING BEAM SEE MFR (GC 5HALL PROVIDE SHOP DW7S 5EALED AND SIGNED SHOP DiNG5 I I I 0JILT-UP ROOFING ON W)" THK EAT QUALITY I - y,A_ /C= /_CAI MI 17C) 1 A ECTION. 7 5GALE:1/411=11-0" 2" W/- LLOW ON 1"x2" 4" 0/G. W/- QED HOLLOW ,S �VA i V� V 0 1ft_m__ ,4N1M,F*,W,w1 P I wil I WN, 9' Level #1) 5(,ALE: 1/4"=1'-0" Certificate i# AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel : 954.480.8582 STAIRCASE PLAN (Level #2) 5GALE: 1/4"=1'-0" w 0 w a F Q LLI xuj O LL O0 A� V ) CHECKED BY DRAM BY SCALE ASNOTED DATE 12-02-02 DRAWING NO. STAIRCASE 1&3 DETAILS OF DPAWINGS 9 Design No. U465 Nvnbearing Wall Rating —1 HR. Design NO. N306 Restrained Beam Ratio 1 1-1/2, 2 and 3 hr (See Item 6) Unrestrained Min Restrained Min Beam Thkns of Beam Thkns of I Fkxm Fri Roled Tnrwxh I or 2 i� Fire Rated v +r'/. a 0 u�' �d Penetration Frmlop for o•�'�, TFrexgh P"LraLlon RrnaLop rer m o mustc Poe Itrough 2 4 Q ' Unrestrained Beam Ratings—1,1-1/2, 2 and 3 hr (See Item 6) 2 ,4 3 3 4 2 Rating Hr Type H Bgatd Ratingllr Type H $Dud 1 0,4W in 10 coin 1 or 1-1 J2 0.40D in, 1U coinB>ad 1.1/2 0,787ft"(2( MM 1 orI-1/2 0.400hn.(10mmj 2 1.260 ill.{32 mm 2 0,787 in, (20 mm) 3 1.929 in. (49 min 3 1,457 in. (37 mm) aa Sirnfa flake( Piao-!t. v 7r35D w Rd U 7ras OreanRd cod Dl "� . L Gypsun Vclls atwwo d `K 440 EUD ��sl XYil�n 'u'"9 stun=:earl domes W rod. S sta° an r rot w. F-Roting _ I Fir I WL .1 09? F RakKp t 6r,,1214. WL 2083 T ttatm� a tt 1 ' )�l� A 1 l Z 1 r. — • — { — • 2 z , : •;T .. _ ;�. ^.1 , 9 I T Rak • d }i . Z Ins 51P-1 T-2002. 01:66an Ftorr T-28T P.002/002 F-011 "''" •'" 1 `""""" r�` e 5 5 B FTERNIT INC-PROMAT-H 7, Fasteners- 7J16 by 1-1J4 in., Na. 16 gauge staples, 3/4 by 2 in. Min No. 18 gauge staples, No. 6 by 1-1/4 in. long and No. 6 by 1-5/8 in. 1 N!� 2 4 5 long self -drilling, self -tapping Phillips -head steel screws. 1, Floor and Ceiling Runners — (not shown — Channel shaped runners, -� } pYE in. 1-1/4 in. legs, formed from rein No. 25 MSG (min No. ` I 7 I 8. Batts and Blankets* - Mineral wool balls, 8 lb density. Stuffed into openings of fluted steel floor units across top of beam flange and beam MATt31WS 3-5/8 wide (min), protection. _ septeniber 16, 2002 20 MSG when Item 4C is used) gaiv steel, attached to floor and ceiling with , - ISOLAIBK INTERNA'nONAL —Type C 13. fasteners spaced 24 in OC max. 2. Steel Stude3— Channel shaped, 3.5/8 in, wide (min), 1.1 j4 in. togs, 3/8 in. ' • ' 9. Joint Compound - (Optional) — j p (Op ' ) Joints between adjacent protection boards and the croHms of staples and exposed screws covered with W,Rt ;.., Q fie-roltd gypsun woLt;oord/slLd ossertNy , '(j Plastic Ape - 4" don for "-+4n Srh 401or heavrerl PVC gaps for We folded back returns, formed from min No, 25 MSG (min No. 20 MSG when Item 4C is used) gaiv steel spaced 24 in. OC max. 1. Steel Beam— W8x24, min size. 2, Lightweight Concrete— Expanded shale, c1a , or slate aggregate b P YY joint compound. n cpmi or Closad prpayd tystam • ,-,.4•' oar, car sr>a��+ S0RU5 CPVC ppe rvr use n dosed Davis Architecture, Inc. 3. Batts and Blankets*- (Optional) -Mineral wool or glass fiber salts par rotary - kiln method,• 113 plus or minus 3 pLi unit weight, 4500 psi * Bearing the UL Classification Marking pp�q system- Hatly or completely filling stud cavity. See Batts and Blankets (I JZ) category for names of Classified companies. compressive atrength, vibrated. 3, Welded Wire Fabric•--- 6x6, WlAxWIA. (DPre-Roked Gypsun Wcllboerd/SLW W.1L Aaawrbly (1) Al TREMsiop'W wrop strips. tightly mopped around the pope on both Arrxder• Spoee Rom; Min. 1/4• to Mare. 5/l3' srdes of waA occardrxi to Iabin babe' Dear $ix,: 4. Wallboard, Gypsum*— 5/8 in thick 4 ft wide, attaC}ied to steel studs and floox and ceiling track with 1 in. Ion Type S steel screws spaced 8 in. OC. gg �' h d field boar 4. Shear Connectors (Optional) — Studs, 3/4 in. diam b 3-3/8 in, lon p �' g headed type or equivalent per AISC specifications. We dad to top 7sLee1 Poe - a' d,am is „nrdis,-1 Soh A0 t� t le I ekral. _rn A lmaMar ""` `�°"m'°` win°sue rva Pvcpvc AIM 7 i Regulm- ter hetmer) cc,ppar pipe, ,-vz Pvc ve 3 iCcppw- f'Lps - 4' diam for vs a This its to certify that the concrete masonry unit, designated Type 007, 8"x8"x1&" nominal, 2 core double corner, supplied by Rirr]€er along edges of board and 12 OC tot e of the .clots oriented verticaAy and sta erect on Opposite sides of the assembl . W en attached to it6 (furring chgannels), wallboard is Screw attached to fyttxrirng channels flange of beam through the deck. 5. Steel Floor And form Units— Composite or nancomposite 1-1/2 to 3 Design No. X528 9 Ratings-1, 2 and 3 Hr. emollrr 7 I�vc S e'vc vs 4 pvc va . s Xo xiuiL 4' dlrn+ for omoll� !Fitz or rlr,td .Fuel r �� iL 4 F'vc NO , rostmed or -A Materials Co oration for the above , meets the re project cluirements of A. S.T.M. Specification C90-02 for "Load -Hearing concrete masonry Units", for normal weight units. with 1 in. ton Type S steel screws s aced 12 in OC. yp p AMR CAN GYPSUM CO —Type AG-C, in. deep fluted and/or cellular units, welded to beam, Max usage of cellular unite shall consist of a 1.1 blend with fluted units. i7 t I I i 1 Q PYRE -WIELD - Min 112• khtc6-cas ur osalof,L i Ul6d .0in opening, DI TREMstop MCR ,- Sleet rtsiricing coror, redraw ah wLh o mfri (/4" cro.n ore r+d !ha p_r`ekraku g Ikon npplled wry strips to both nd°i or the t+d ostarbiy. This- is to certify that the 'L y `ype Otl7 unit, as deucribed above, �I� CA1sIADIt1N GYPSUM COMPA Y—Types AR, C, IP-/1L, SCX, 6. Mineral and Fiber Boazds" - Square edge boards of various thick- qu 8e i 1I i I Fkmh �,IJ, L,ot.l+ sides or .A1 aes.bty meets the requiremernts of the Florida Building Coda, Table 709.3.1, SHX, WRC or WRX, CELOTEX CORP—Type 1. CONTINENTAL GYPSUM COMPANY —Types CC-C, CG5-5, nesses. Cut into pieces of various sizes to form a box shaped protection enclosure for the steel beam. Strips of 0,787 in. (20 mm) thick board, 4 in. wide, cut to lengths to fit tightly between the top and. bottom I 1� t .: I I� l l tI i i r-- � E ! .1. for a 1.6.1 hour Fire Reoiatance Rating. The type of a9gr6gAta uaeaci in manufacture is limestone and silica sand, and the equivalent thickness of the unit is 3.6 inch®B . beam, flush the the flanges. The 4 in. �_� 1 t- • " CG6.6, CG9-9, CGTC-C. C=•P GYPSUM CORP, SUB OF flanges of the with edge of wide board stripe located at each end of the beam and spaced a max of 24 -__-_-- -------� - - -- - Y ' Theve units will meet the following minimum compxassive strength GEORGIA-PACIFIC CORP —Types 5, 9, C, GPFS6, HARDIE GYPSUM INCType 8G-C. in. OC along the length of the beam. (The board strips are used for fas- the boards the beam For 0.472 in, 3 z a 2 I � values: 2, 000 poi, net area; 1,500 psi, compressive etxength of masonry (f' m) . JAMES tening side of protection enclosure,) LAFARGE GYPSUM, DIV OF LAFARGB CORP Types I,GFG2, LGFC2A, LGFC6, LGFC6A, (12 mm) or lesser thickness boards, side boards fastened to the strips with 7/16 by 1-1/4 in, long, No. 16 gauge staples or Na.6 by 1-1/4 in, 4 4 �' rype FSPTM, Firestop Putty Pitd9 ;PECIWJYi7>rSlCiNcOTOMEcFTH;SPEGiFICATIONSOFYOUAlG1GAL'lids?EC1iUN0EPAfiTtA,E�IT.... For and on behalf of; LGFC-C. NATIONAL GYPSUM CO=Types FSK-G, FSW-C, NATIONAL GYPSUM CO—T e FR or WR. Yp Ions self -drilling, self -tapping Phillips -head steel screws. For boards thicker than 0•�k72 in. (12 coin) but 0.787 in. (20 corn) or lesser thickness } 3/4 by 2 in. tong, min. No. 18 barge staples or Na. 6 by 1-1 j4 lit. long A B sit•vary/rr»I:ztrt catrt�atapvroara;npattirform, Caaptrtnix.da�arartn>ur• zcanbclsuxtpms.atncapl:lcara�atnsanlauaadidterlre•usi wnaxposcdroerematniwnaace:umaPrr�rdwlt rvanto:aatoavoids >wa�ravcutthoocuraar�okG tyls�mnFsrTMP+�nayaaa� taon° RI Marrt s CORatzrTZU>r A PABCO GYPSUM, UIV OF self -drilling, self -tapping Phillips head steel screws shall be used. For FIRE RESISTANCE RATINGS (BXUV)—Continued naurusdtwoharaQRtcsupaa ASTM1 tr91n yygsumwzIlbtucd �tsstin+cdoR _tq PACIFIC COAST' BUILDING PRODUCTS INC —Type PG C, REPUBLIC GYPSUM CO --Type RG-C, boards thicker than 0.787 iri 20 ruin), only No. 6 by 1•-5/8 in. self- drilling, self -tapping Phillips- cad steel screws shall be used. Fasteners n n N 'e r '; Kavi•Dnry/ dWn FV- Pads sm spa1ft-11Y da• No &pee-41 sxlns, eats or pmt�Lsdaru ua rncessary stAn� for ucc adtusd elac�tcA Loxes to sui oa forthctirtczlltduta[FSPTMP ds�uscprastItro tigmau F. Reirrell Quality Aasuranee Mang er Y g /Masonry STANDARD GYPSUM L L C--Type SG-C, TEMPLE -INLAND FOREST PRODUCTS CORP —�e TC-C. located verticaiiy along the centerline of the board strips 1 in, from the top bottom of the side boards and spaced a max 2 in OC, Bottom I 11 1 t� ,W P bell pu vntuloo ardor tiro pt+ce. UNITED STATES GYPSUM CO Type Ali, C, FRX , IP-X2, and edge of inner side boards shall extend a min of 1/8 in. below the fact- a l ' ltr: 007 SCX, SHX, WRC or WRX YESO PANAMERICANO S A VE C V —Type AR, C', LP-X2, tom flange of the beam, For single layer board protection, the width of the bottom boards shall be flush with the outer surface of j z a a s ;� 5 I V..a � arowsd y © ; 1cl=dt ama,riuo.r SCX, SHX, WRC or WRK WESTROC INC—Type Westroc Fireboard. protection the side board. Bottom boaids attached to each side board with 7/16 : "ft 4A. Wallboard, G sum* -- (As an alternate to Item 4) — Nom 314 in. thick, 4 in Item 4 length increased to 1-1 /4 by 1-1/4 in, long staples, starting at 3/8 in. from each end of board and 4 in, OC in between, For boards of thicknesses wide, installed as described with screw s aced a max o greatercn pin, less in. theYCANADIAN than 0.472 in. (12 mm) but equal to or than 0.787 (20 mm), GYPSUM COMPANY—Ty�pe AIL UN1Tlrl] STATES GYPSUM CO -T e t11ti. bottom boards shall be attached to eachside board with 3/4 by 2 in, long, nun. No. 18 gauge staples or No. 6 by 1-1/4 in. long self -drilling, CORNER DETAILS OF WALLBOARD SUPPORT SYSTEMS WITHOUT STEEL COVERS a Covetele0tried oxY ustpts }uPIA--•-- S A DE C V---T AR. O�aflap art top - YESO PANAMERICANO yp e 4C. Wallboard, Gypsum* — (As an alternate to Item 4, 4A and 4B) --• 518 in, installed described in Item 4 Type S 12 steel self -tapping Phillips -head steel screws. Far boards of thicknesses greater than 0.787 m. (20 mm), the bottom boards'shall be attached to 1. steel Column —Min sizes of W shaped and tubular steal columns which appear in the AISC Steel Construction Manual as shown under item 2. 2. wallboard, Gypsum' 1 Hr rating, any'/. in. or'/, In. thick gypsum wallboard Clesagyp ltottala - $ MASONRY WALL SPEC - R I N K E R thick gypsum panels, as with The length and spacing of the scnws as specified under Item 4, each side board with No. 6 by i 5/8 in. long self drilling self -tapping board —For for use in fire resistance assemblies. For 2 Hr and 3 Hr ratings, any % in, or 'A in. thick gyp } screws. CANADIAN GYPSUM COMPANY-T e FRX, Type / sum wallboard classified for use in other 2 Hr. 3 Hr or 4 Hr Column Designs. Min total thick- Phillips -head steel screws, starting at 3 8 in. from each end of layers in inches for the various ratings and min column sizes are as follows: UNITED STAPES GYPSUM CO —Type FRX. 5. Joint Tate and Compound•— Vinyl, dry or premixed joint compound, and spaced a max of 6 in. OC. the bottom edge of the inner ]a er side Far tLVO layer board protection, $ boards shall extend a min of 1/8 in. below ilia basin's bottom ange to ness of w-Shapaa cowmna Min coIL"m Hofing (Hours) comer Details For Vxious Ratings sere 1 2 3 1 ht 2hr 3hr TYPICAL FIRES T�� ������ applied in two coats to joints and screw heads; taper tape, 2 in. wide, embedded ltl first layer of compound over all ))'aunts. As an alternate, twmi- nal 3/32 in. thick sum veneer plaster may be a lied to the entire our p x pp veneer baseboard. Joints provide a min 1/8 in. space between the flange and the upper layer bottom board. The bottom edge of the outer layer side boards shall extend g y below the bottom edge of the inner layer side boards by the thickness of Total thickness (en.) W4x13 1 1•1/2 2-1/4 B c D W6x16.5 1 1-1/2 2-1/4 B C D wloxas 1/2 1-1/8 1-7/0 A B c z face of Classified reinforced. 6. Furring Channel- (0 tional-Not Shown) - Resilient 25 MSG gaiv steel furring channels spaCedpvertically max 24 in. OC, flange portion attached to the board, The bottom surface of the u layer bottom protection board Ply Y P is installed flush with the bottom edge of the outer layer side boards TtLaa Shaped column: TS 4 by 4 by 0.168 1 1% 2'/, B C D z t ? : ✓ � - t \ i v e ws. Not each intersecting stud with 112 in, long type 5-12 panhead steel sere without attachment. The width of the lower layer bottom board shall extend across the width of the entire protection box and shall be secured nso i6o y, 1•/. 2y, A C D v Applied in layers as notod in the above Illustrations. Boards are to be applied vartically without . — \` for use with Type FRX gypsum panels, No. 6 by 1-5/8 in. horizontal joints. 'Bearing the UL Classification Marking to the bottom edge of the outer layer side boards with long steel screws starting at 3/8 in, from the board ends and spaced a max boards See Wallboard, Gypsum (CKNX) category for names of manufocturars. 3. St1tei Stud-1%. in, wide with 1•ti/16 and 1.7/16 in. legs having a %. in. folded flange, fahri- from No. 26 MSG steel. Length to he '/: in. ions than the assembly height. m cc Q �� m� v^� 6 in, OC, A 3/32 in. diam hole shall be predrilled in the protection for the screws at each desired screw location. The screws in the outer layer Y cated gaiv 4. 26 MSG gaiv steam 1'/r In. lope to ba attached to the wallboard with No. by 12 in. O.C. 21 nlax ' 53S boards shall be stagivr?d 1 in, or more from the screws in the inner layer boards, and the butted joints in the outer and inner layer boards shall be Y 6 s max, 6 by 1 in. ecrewa spaced 1 n. screws S. Tie Wire —No. la SWG steel wire spaced 24 in. O.C. used with second layer of wallboard. 6. Screws --For attaching first layer of wallboard to steel stucts, and third layer of wallboard to double lead L 1} - 1 staggered 24 in, The hourly ratings of the beams dependent on the stool corner beads, to be No. 6 by 1 in. Phillips head self -drilling, self -tapping screws spaced 24 in. O.C. For attaching second layer of wallboard to steel studs and fourth r %a) 17) thickness of the protection material as follows: layer of wallboard to steel comer beads to be No. 6 by W. in, steel screws of the same type spaced 12 In. O.C. For attaching third layer of wallboard to steel studs to be No. 8 by 2'/. in. Shelves oSBts screws of the same type spaced 12 in. O.C. 7. Finishing System --(Not Shownl--Joint compound applied over comer beads to a thickness of Flo s Shelves and Closets 2 f'j 1/16 in.Sturag0 2 'Bearing the UL Classification Marking rTN'llili rt�� pW«� ►mow f_r� 8 8 UL-X528 DETAIL $ FIRESTOPPING DETAIL s UL-P465 DETAIL UL-N3-06 DETAIL , 5/&" THK PLYWD 5HEATW6 NAILED PER 5GHEDULE TO u ca ri e o A o C o WD TRU5SE5 MTL GRAVEL STOP / FLA5HIN6 Design No. U338 Vesign No. P522 Unrestrained Assembly Rating — x Hr same punch), forming a split tooth type plate, Each tooth has a chisel HILT -UP FLAT ROOF SEE GEN NOTES W E o Nonbearing or Bearing Wall Rating --1 HR. Finish Rating — 25 Min (see Item 3i point on its outside edge. These pain#& are diagonally apposite each g other for each pair. The top half of each moth has a twist for stiffness. RIVET AT ovERAPs .. _ _ _ ,„ " Q (See lianas 2 and 2A) 20 Min. The pairs axe repeated on approximately 7J8 in, centers with fopz rows 1+V 1f:inxtfli I',ating -One Layex'of Wallboard -Min. Two Layers of Wallboard - Min. 59 Min 3 1 of teeth per inch of plate width. Where the truss intersects with the Interior face of the exterior wails, the min truss depth shall be 12 in. J 2 r r ; 2 3. -• t i 1 with a min roof slope of 3112 and a min area in the plane of the truss of 21 sq/ft. Batts and Blankets •--- (Optional) — Glass fiber insulation, secured to the plywood decking with staples spaced 12 in. OC or to the trusses with 0.U90 diam T. in. OC. Any fiber insulation bear- STANDING SEAM MANSARD ROOFINe Fcrtcwd Rf� ti pa&*tbla slrsc Reach poasr�e ` m ggaly steel wires spaced ggirls ing the L1L Classification Marking to Surface 8urru Characteristics as 4For 7 Fire Resistance, having density 0.5 As an option, theH.C. Rrtd hi-L DN°U s.a 44i9= and/or a min of pn insulation may be fitted in the concealed space, draped over the resilient S��.22 REACH DETAIL channel/gypsum wallboard ceiling membrane when resilient channels and wallboard attachment is modified as specified in Items 6 and 7. The gypsum finished rating has only been determined when the insulation is secured to 6" GMU WALL/ FILLED CELL HORIZONTAL SECTION flat wise, aced 24 in Iac mar, 1. Wood Stubs -- Nom 2 by 3 or 2 by 41%, spaced Z� "0/G "CAS CHORD$ i r the decking. 4, Air Duct' --- Any UL Class 0 or Class I flexible air duct installed in accor- dance the instructions byy the damper manufacturer. 5MCO AT EXTERIOR effectively firestopped. layer 5�8 in with provided 324 18 in. by 18 -- 2 Wallboard, Gypsum` —for Nonbearing Wall rating -One' of thick, 4 ft wide wallboard each side of studs, Wallboard of lath applied,xo& zontall or verticall with vertical joints centered on studs, and nailed. to grid plates 7 in O.C?with dd cement coaled nails, 5, Ceiling Damper* -- Max nom area, sq in. Max sgaure size, in rectangular sizes not to exceed 324 sq in, with a max width of 18 in.Max damper height is 14 in. Installed in accordance with manufacturers installa- lion instructions provided with the damper. Max damper openings not to PRE EN6 WD TRU55 SPACE @ 24" OX. PER TRU55 MFR.. SEALANT \ FILLED CELL W/ studs bea��ng :1-7I8•i•?n long,0.09 15 M. shank diam and 1/4 ir dim? head. As an alternate, Na.6 6 I- 3"--i--3"--j 8 7 � exceed 1.62 s in pper 100 ssqq ft of ceiling area. q PRODUC"T5 —Model RD-521 C&S AIR M 1 \ (I) n5 `/ERT BAR I bugle head drywall screws, 1-7/8 in. long, may be substituted for the 6d coated nails. _ PO'ITORFF CO INC.-Model CFD-521 6, Resilient Channels-- Formed of 25 MSG pAv steel, installed perpendicular 13/4' DooR PER SCHEDULE / cement See Wallboard, Gypsum* (CKNX) category for names of Classified comps t} the trusses Item 2), spaced a max of 16 m. OC when no insulation (Item HOLLOW 5TL FRAME ----// 2A. Wallboard, Gypsum* -- Same as Item 2- For Bearing Wall rating -• Addi- tivnal layer of 5j8 in thick, 4 £t wide wallboard each side of studs. Atiaehed T 2 z^x 8" \ 3 is fitted In t to conceaijed spaced, or a max of 12 in, OC when insulation (Item 3) is fitted in the concealed space, draped over the resilient channel j wallboard ceiling membrane. Two courses Of resilient channel si rT*� % . "f" 5TRAP ,.IAMB ANCHORS OR WIRE — / i� E TA I L 8 1�11 to studs over dicier laver 8 im O.C. maX. with 8d ...,. cement'coated nails, 2_3/8 in long, 0.113 irt. T diam and 9/32in.. ] um tioned 6 in, OC' at wallboard butt -'pints (3 in. from each end of wallboard). MASONRY AWHOR5 @ 24" O/G. AT (MU WALL 5POT GROUT DOOR FRAME Channels oriented opposite at wallboard butt•)oints, Channel splices over- dilam head 3. joints and Nail Beads --- Wallboard joints of outxr'layer covered wits► tape ispppad 4 in. beneath wood trusses. Channels secured to each truss with Type Si2 by 1/2 in. long screws. GYP. BD. ON 1'XO' P.T. IV. FURRING and joint compound. Nail heads of outer. layer covered with joint com- in, thick veneer may be 3 4 7 6 7, Wallboard, Gypsum*--- One layer of ram 518 in, thick by 98 in. wide boards, lon& dimension to trusses, Attached to the N-1/2" W/- WALL INSULATION INTERIOR pound. As an alternate, nom 3/32 gypsum plaster Alternate Insulation Placernent installed with parallel applied to the entire surface of Classified veneer baseboard. -- resilient channels using 1 in. long 7�pe S bugle -head screws. Screws spaced - 4. Batts and Blankets* --•• (Option) — Max I in. thickness gW or mineral fiber batt insulation 1. Kooling System* — An'f tJL Class A, 8 or C Roofing System (TGFU) or Prepared Roof Covering (TFW2} acce table for use over nom 15132 a max of 12 in. OC along butted end -joints and in the field when no utaitla- tixm (Item 3) is fitted in the concealed spaced, or a max of 8 in, OC along - U C K DETAIL DOOR BUCK DOOR * See Batts and Blankets 03ZJZ) category for names of Classified companies: *BeaIirlg the UT,1^]a$$ifi(�tion Marking in. thick plywood sheatkling. Narit 15/3 in. thick plywood sheat}dtig secured to trusses with construction adhesive and f�1o. 6d ringed shank having or butted end -}volts and in the field when insulation (Tkem 3) is fitted in the concealed space, draped over the resilient dlannel/gypsum wallboard ceil- ing { FASTFrteHSAr to"O.G. TYPICAL iy i I �J ® i\ 5GALE: 1 1/2"=1'-0" nails. Nails spaced 12 in. QC aloes each toss&. Staples equal granter withdrawal and lateral resistance strength maybe substituted membrane, CANADIAN GYPSUM COMPANY Type C or IP-X2 Y '! for the 6d nails. 2. Trusses — Parallel chord trusses, spaced a max of 24 in. CIQ fabricated UNITED STATES GYPSUM Ci type C or IP-X2 YESO PANAMF.ItiCANO S A D1E C V —'type C or IP-X2 7 "` ! . 8" GMU WALL/ FILLED CELL STUCCO FIN from noon 2 by 4 lumber, with lumber oriented vertically or horizon- 8, Finishing Systein --� (Not Shown) — Vinyl, dry or premixed joint corn- Truss together with 0.040 in, thick gaiv steel 1 ted in two to tape, 2 in. S, 1 ��' I tally. mennbers secured plates. Plates have 5116 In. long teeth pro1'lecting perpendicular to the pi Lund, app coats joints and saew-heads; paper wide, embedded in first layer of compound over all joints, As an alternate, 1 ✓� '� / CAULKING AT STUCCO AND CTION G4NNEON plane of the plate. The teeth are in pairs facing each other (made by the "B nom 3132 fn, thick veneer plaster may applied totheentire surface of gypsum the UL Classification Marking , �' ` \` ALUMFRAMEINPON 5TFOR FRONTINDOW \ \ PER `�HEDULE 1 3/16" VIA TAPCON d 16" 0/G. ` N- 1 I/4" EMB MIN - -� 1"x PT WD BLOCKING N- CAULK LINING 11/2 G�^(Al. 09.ON I`X3` P.T. WD. FURRING TION INTERIOR LAP & SEALALLTH M AT LEAST rot WINDOW BUCK DETAIL,.- 5 K�6 8 0 r1 rS DETAIL s UL- P522 DETAIL s DETAIL BUCK DETAILS 8 UL-U338 %! F� I FOR ft ___ __9 011'r PLANNING/INTERIOR LANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel : 9S4.480.8582 REMMNS BY DATE Ir W W W tf L.� Q O rr�) � LL CL ® 0 LL N w CHECKED BY — DRAWN BY SCALE AS NOTED JOB Nurnt3ER 229 1 -02 DATE 12-02-02 DRAWING 40. CF l7F AW NGS CV Y 5.1 rw" w BB i i B LEVEL. 2 PLANK LAYOUT BEAM SCHEDULE MARK L-1 51ZE V0, F3QT 5TL BOT 5TL UFAR SPAN W-0" REMARK5 PRE-5TRE55E1) PREGA5T GONG VLINTEL L-2 8"xS" I #6 q'-0" PRECAST VLINTEL POUR SOLID PREGA5T VLINTEL POUR 501-I0 BB-2 8"XW I #1 I #1 �';�Z" (2) ROWS OF EOND BEAM POUR SOLID CORNER BAR SHALL tit (Z) ff5 t$AK 0--U LUNU vvi- W=9 UCIN I Iv11I-"vi-- COL SCHEDULE_ COL SIZE VERT REINF.OR CAP PL & BOLTS COL TIES OR BASE PL & A. BOLTS REMARKS cl a xa (1) a5 `/ERT GONG FILL CELL G2 GONG FILLED T5 5"x5"x5/16" PL. 3/4"x12"xl2" N- (2) 3/41 V BOLT5 5TL COL t_.VIV.i l KU1. I IVIV JVI1V 1- I J'—YI.LV--. --- \w, FOOTING SCHEDULE FOOT'G FOOT'G SIZE (WxD) FOOT'G REINF. REMARKS FI 16"x30" (3) #5 GONT. 4 #4 DW5 5TEM WALL FTG 0 24" 0%G. TRANS F2 18"x24" (5) #5 GONT (DOT) MONO!_ITHIG W/- HAD F3 4'-0';x4'-0"x18" (6) 45 EA. (50T.) MONOLITHIC fN/- 5LAD F4 ID"x12" 2 #5 THICKEN EDGE �j T-0"xT-0"xl6" (6) 09 E.N. (BOT) MONOLITHIC W/- 5LAE3 B 5 10'-6' 15'-O" 15'-O° 15'-O° _ m-----— — — — -i--- wim __ -..- _�. __ _� ...... T - �•- --- —- -4"I-----------------_— _ _ —_—_-- -- - --- 15-0" V411 _ ----------- ----- GI ----------- -----—_--,—_—_-- — ___ _F� __ � I I FI GI _T-__—_ -- _---__ —____' —-------- — — — — — } — — --I �—_ _ FI 3-3 FI I _ —I-----____ FI I j — . d l3' 11 5/8" I I F4':_y,I_13'-O",4,� �,� IS' -II 5/a Iq'-3 5/8' L — — — — — — ——mTw 4,:mwm—m — IO F2I= ---- —I I 01—� —1—I— IW'-3 5/a" W-115/b" - ca F3 I = r------- 5/a' I - I _ I f tF�2 II To 7;t F2 ` I — G2 " I L' p `; 2-8 — in - o I - r ��1 \ L — J I L — �� J m (� ELEVATOR FPIT: GONG HAD W/- () LAYERS OF - F2 I ■ I o rl - / I GONG FILD CELLS"' — a _ I \ - {- W/- (I) H5 VERT TO _ —� 6"xh" IOxIO {NWM 0 COMPACTED - — L — — — — — -_ "_ J = I F3 I — I , I VAPORTERMBARRIERBARRIER TE fREATEP ILL ON 6 MILL FI I 3 _/ 19LA�� e ;s O IELEYRT Pil I I L— — — — — — — ------------------- __ — _ —— —— -- --- �I -- — _ _---- — — — — — — ' FII — G1 _ _—..—._._—.__...__ — — — — — 81 GI I— —__--.------_—---------t-----------— .— — — — _ _ — — — _ ��- 10'-6" 15'-O" h O" X 22'-0„ f---------------- FOUNDATION PLAN NOTE: EC6NC FILLED CELLS SHALL BE ACED @ 6'-0" O/C. (MAX.) Ceniticate $ AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel : 954.48O.8582 REMSiONS BY DATE z Ir F z w w x LL �® ®® CL N r- Cn mar CHECKED BY DRAWf 1 BY VALE Jc3 NUMBER 2291-02 DATE 12-02-02 DRAWING NO. DRAWINGS BB L- 's a BI L- cSr 'UL V338'IHR RATED A55EM51 TO COMPLETE FIRE 5EPARATI, BETWEEN SUITE5 J L-2 L-2 L-2 L-2 L-2 BB-1 BB-1 BB_1 BB-1 66-1 BB-1 BB-1 BB-1 BB-1 BB-1 BB-1 LEVEL 3 PLANK LAYOUT UPLIFT ® TRU59 CHIN = 9024 UPLIFT ®TTd15S GOtd1 = q02it SIMPSON hWTA 20 ALOYI UPLIFT = 15r," W/- W 10d a 4VCeV WTA In Al i nw I iFr - irzyA wi- fAl vu ROOF FRAMING PLAN fiy HATCH AREA INDIG IHK FIRE RATED CEILING UO22 8 Z9� f30NO BEAM @ 31'-10" AFF f/%/i,'7/7Tl7/T ELEVATOR SHAFT PRECAST GONG SLAB @ 34'49" AFF (TRU55 BOT 34'-T AFF) 3-1 Certificate # AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel : 954.480.8582 REVISIONS BY DALE a w w Q w x w Cn 0 CHECKED NOTE: DRAWN B SLOPE TRU55E5 2" TOWARD REAR OF BUILDING (W'E5T SIDE) SCALE SEAM SCHEDULE MARK 51ZE B0T 5TL TOP 5TL CLEAR SPAN REMARK5 L-1 8 x8" - W-0" PRE-5TRE55ED PREGA5T GONG U' LINTEL L-2 8"x8" 1 #6 T-0" PREGA5T U' LINTEL POUR 50LIP L-3 8"x8" 1 45 3'-4" PRECAST V' LINTEL POUR 50LID BB-1 VXLY (2) ROWS OF BOND BEAM POUR 50LID 0 Y u- C 0LL 0 C� U) BY JOB NUMBER 229 1 —02 DATE 12-02-02 DRAWING W. CORNER BAR SHALL BE (2) #5 BAR 5'-0" LONG W!- 90dey BENT (MIDDLE) Of DRAMNW 51601DARY POUR 6" PRE( A5 F PRE-5TFE55ED GONG FILLED CELL PER COL SCHEDULE x HOLLOW CORE SLAB 7-- �i =L= PRECAST AN9'F1PE-5rPE55E9 PRE ENO VIP 01PPER TRU55 PER TRU55 MFF Rff5r OR 154 FELT AND STRAPPED TO STANDING SEAM 5TL ROOF'r, ON 5/6' EXr Level 243 PRECAST AND PRE-5TPE55CP N CORE 5LAD HOLLOW ORE 5LA13 --- H- i OLLO LEVEL 245 BB -I AS SHOWN ENS. MANSARD N9 QUALITY QUALITY FLYW SHEATHINGTT NAILED PER SCHEDULE ON 0000 00000000000 TRUSS PER TRU55 MFR SPACE @ 24" 0/6. PRE-FAB ENO 110 TRU55E5 02 a' GMU MILL ?I/- (1) 95 VERT IN FILLED SECONDARY POUR #4 EAR (50" LONG N- (9' Z DELLS (0 V'-O' 010. MAX 44 BAR 24" LONG HOOK) 2 PER GONG PLANKS 5TL BEAM 012xilo)—\ 5/e," THK PLYY0 SHEATHING NAILED PER NAII-106 - 5TL COL AND flq GA JOINT REINF 16" OIG. (LAUDER TYPE) __// #5 BAR V�ELL)EO To 5TL ' \_ STL BEAM (�1112x4o) f SIMPSON ME-TA20 T% STRAP N- 4" EMB AND NAILED FA PLY SCHEDULE TO TRUSSES 12 10 Z' 4' THICK CORO SLAB BEAM Nl- HOOK To @ 5-3' O/C- RELIEVE #4 BAR rONT. W4'x9`x12' 5TL PLATE ?V- 5/4",Pxe�'PEFORMFP 5TL BEAM POCKET IN ANCHOR CAST INTO FILL Of ORDER TRU55 ffl- (14) IOdxI IJ2' STRAP5 CAP: 3p" UPLIFT SIMPSON META12 / T55 STRAP yi/- 4" EMB AND NAILED To TRUSS N- (b) IQdx1 1/2" RAILS 2"x4" VIC RAT RUN 5TRAP CAP: 8T0# UPLIFT RAIL TO TRUSSES ?I/- (4) 3/4",PxIQ` EXPANSION BOLTS (EMB5' MIIN) I W4"A4"A4" 5TL PLATE IeNELPEO To BASE OF 5TL COL N- V'xb'YiI.4xVII.4 AA.M ON (9 MIL VAPOR BARRIER 1% A 45 VERT BAR @ PL. 5/4",1,9"X12" W- 3/4%) BOLTS (SLOTTED HOLES) PTEINF rONC OL DELL AND ViELDED TO STL BEAM GONG BOND BEAM Nl- (I) In (2) Ibd N NL$ EA TRUSS /Z 0/6. MAX N- 30' SPICE �o LAP T5 5"O'x5/1(v. GONG BOND BEAM Yql- (1) 41 CORT BAR (TOP 4 000 AND POUR SOLID (OD-2) T1 OF WW BEAM CONT BAR (TOP 4 DOT) AND POUR SOLID TOP OF ww DEM r EXTEND BOTH 45 VERT 2",WW FASCIA Wxe)` TRIM z z BARS PA5T EITHER SIDE CONG FILLED CELL PER OF STL SEAM COL 56HEDULE NAILED TO YW TRUSS N- 16d NAILS (1) #5 yERr BARS IN CONS GONGBOND BEAM N, (1) 01 CONT BAR (TOP 4 BO T) AND 7: = 'M 5 6 FOUR SOLID (15E�-Q FILLED CELLS W- e�" HOOKS @ BOND BEAM e," GNU WALL Yil- (1) 95 VERT IN FILLED CONcXLIDATEI) FILL S-VINT. COL. DETAIL '3/4"=I' DETAIL FRE-CAST GONG VWPEP CELLS @ V"-O` 016. MAX 3"xI5",xI5' RECGE55 IN REINF GONG SLAB 5GALE: _01L�S-3 SCALE: 5/4`=I'-C)" GONG LINTEL (1) a5 BAR POUR F116 PERFORATEDAND #q GA JOINT REINF SCHEDULE FOUNDATION ✓SOLID @ WINDOWOPENING SOFFIT 16" OX . (LADDER TYPE) I" NON -SHRINK CEMENT POUTING F== WALL ABOVE HALL ABOVE 2'x PT W WALL LEDGER NAILED GROUT EXTENL? 45 VERT 2'-0' — TO WALL ?V-16d ONO NAILS I I 6" PPECA5T FRE-5TRE55EE? 5"xI6" GONG BLOCK (1) #1 EA CELL FOUR SOLID SCHEDULE FOUNDATIONSECONDARY FOOTIN& SEE OY�65 POUR - HOLLOW GORE 5LAE3 Ley 6" PRECAST PRE -STRESSED sErC)NDARY FOUR HOLLOW CORE SLAB Level 213 3 R-Y CONS WNI? BEAM N- (1) t-I OONT BAR (TOP 4 DOT) AN[? I' LAP (MIN) CONO BOND BEAM JAV_ (1) tj S-V DETAIL S-3 TYP TRUSS TO BEAM DETAIL -V DETAIL EXT FTG DETAIL DET la SIMILAR SCALE: 50'�V-0" SCALE: 31Ft1'-0" - SCALE: 11b"::1'-0` SCALE, 1/2`=1'-0" POUR SOLID (55-2) CONT DA R (TOP a WT) AND POUR 5OL11) (BB 2) b" CMUI WALL Y41- (1) 45 f/up 6,050# NET BAR VERT IN FILLED CELLS F ALLOW 15,440# 1,4- (4) 5/4" BOLTS FINAL DESIGN OF THIS DETAIL S14ALL BE PERFORMED UPON SUBMITTAL @ o1C. N- ftq GA REINF I&" 01G. (TYP) e�` CMU;NALL, k�l- (1) 45 OAF VERT IN FILLED CELLS \!Snm OF FINAL SIGNED 4 5EALFI) TRU55 @ 6-0" 01C. YV- #q GA REINP LAYOUT I ENGINEERING 2� @ kb` O/C. (TYP) GIRDE TRU55R PLANK BEARING EDGE DET PLANK NON -BEARING EDGE DET 5TL SADDLE H.- (2) I/4'x1'xI4" 5TL PLATE I—AN9 1/8' r7 r8 (1) Wb' THK SEAT--, 5�3D (4) 5/a'q) rAFRIAOE (4) 5/4' THPU BOLTS 11 �1'5 )DETAIL- SCALE: �,S_ SCALE: 5/4"=11-o" ETAI L BOLTS I" 5TL. SEAT Imo\— OPTIONAL SPLICE FLAT E I14`X4`X?," I14'0'x3`x2'-O` LONG 5TL ANGLE BOLTED TO GONG FLAWS AND YIELVEIP To 4" PRECAST PRE-5TRE55FI? IS) (ONE EA SIDE) 6" PRECAST PRE-5TFE55EO HOLLON GORE SLAo I I Q) 5TL ANGLE AT WNI) BEAM (MI0 5EOTION OF (4) SIDES OLLOh CORE 5LA[3 Yi/- LIFTINC) HOOKS Y PRE ENO Yt) Olp OF ROOF) . .... EL 54--l' Ar?-_�� Level 243 TRZS PER APPROVED 50 THK STL SEAT �PF'59T-�ir 000000000 1 000000000 SHOP PeiG5 WLELDEV TO WL STUDS GIRDER I/4"x5"x5'x2'-0)" LONG 5TL GONG BOND BEAM (2) 5/4`9 RTL 5110 ANGLE N- (2) DEFORMED 4 ;N/- (1) 5 BAR GONT 6A5 r INTO PONDBEAM1/2" (4" EMS) I" FILLET WELD ALL AROUND ANCHORS CAST INTO 130NO BEAM (ALL (4) SIDES POUR SOLID 5TL BEAM (NI:x4o) (2) 05 VERT EARS IN COW, @ 5TL. COL- (SEE PLAN FOR COL. LOCATION 4 SIZE)ON To BE ALIGN &- STL ANGLES CONC, PLANKS) "x4"xW STL ATE FILLED CELLS Hl- b'HOOKS a" GMU AALL Yql- (1) #5 1 1 YV- (3) Ve,",P AQo BOLTS BOND BEAM BAR VERT IN FILLED CELL5 TYP ALL BM 0ONN @ 6'-0" 0/( - Wl- #1 6A REI NP @ 16' o/C. (TYP) SHAFT T5 5"x5`x5/I6" THRU To GIRDER AT ROOF LEVEL ELEVATOR 9 10_*�� DETAIL x GIRDER TO STL COL DETAIL D ETAI L SCALE: S -VINT STL DETAIL SCALE! 5141'=11-ol' ,\ S— \�s — QS- �-3 S-3 S-3 's Certificate # AA 0002990 PLAN NING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, Fl 33442 Tel : 954.480.8582 REvkx-m BY DATE z LLB m In= z w uj LLI x uj Cl) D 0 r--- N T- < 0 E 0 LL 0 u— z U) < CHECKED BY U?AVM BY SCALE AS NOTED JOB NUMBER 2291-02 DATE 1 .22 - 0 2 - 0 2 DRAWING NO. A00 DRAWINGS I f Ilk .iA a_ ue 0 ❑ 0 ❑ 0 ❑ 0 ❑ 0 0 0 0 a 0 0 ❑ 0 0 0 0 0 I,l 0.1 0.1 0. PROPOSED POWER CO, TRANSFORMER LOCATION PROPOSED OFFICE BUILDING 2.0 �,( ❑.0 -I(2 ILL 2 3 2,8 2,7 2.2 2.7 2.7 2,2 1.5 L5 2.0 0 3,6 3.5 2.9 3.5 3S 2.8 1.7 1.0 MONUMENTAL SIGN VERIFY LOCATION I - J ❑ ❑ ❑ ❑ ❑ ❑ a ❑ ❑ ❑ ❑ ❑ ❑ a ❑ ❑ ❑ IN F[FLD. ❑ ❑ ❑ 1.5 2.5 3.8 4.0 3.8 3.9 4.1 3.6 2.I 1.7 1.6 1.7 2.2 3.3 4.0 4.0 3.8 3.9 3.9 3.0 1.8 1.1 H-27,29 H-13,15 ❑ ❑ ❑ ❑ u ❑ ❑ ❑ ❑ ❑ n ❑ ❑ u ❑ ❑ ❑ ❑ ❑ ❑ ❑ a �.8 3.7 4,3 4.5 4.5 4.2 3,6 2.9 2.3 2,1 2.2 2.6 3.4 4.1 4,4 4 4,4 4.0 3.0 2.1 1.4 U ❑ ❑ ❑ ❑ ❑ O ❑ O ❑ ❑ U ❑ ❑ ❑ ^� ❑ ❑ ❑ ❑ 1 2.5 3.2 4.1 5.3 5.6 5.0 3.9 3.4 3.0 2.% 2.9 3.3 3.7 4,7 5,6 5.5 5.5 4.5 (3.7 2.6 3.5 4.8 6.'. E. 6.6 6.0 4.4 3.6 3.0 2.8 2.9 3.4 4.0 5.5 63) 9 6.8 5.4 ❑ ❑ ❑ ❑ U-- Cl-'- a a ❑ ❑ "'V ❑ a ❑ a a ❑ 2.9 3.9 5.3 6.11 4 6.7 6.3 5.0 4.2 3.4 310 3.2 3.9 4.6 6.1 6.7 6.0 6.7 5.8 4,2 3,3 n u n ❑ ❑ u u ❑ n u n ❑ ❑ ❑ ❑ ❑ El ❑ ❑ ❑ 2.8 4.2 5.6 6,8 6.7 6.6 6,8 5.5 4.5 3.4 3.0 312 4.0 52 6.4 6.7 6.5 6.7 6.2 4.7 3.3 1 ❑ ❑ u ❑ ❑ a ❑ a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a ❑ u j 2.6 4.5 6.5 6.8 6.6 6,5 7.0 6.4 4,5 3.1 2.6 2,9 3.9 5.8 7.0 6. 6.5 6."7 6.8 5.3 3.1 I 2.6 4 6.7 7.4 6.8 7.0 7.5 6.7 4.4 3.0 2.6 2.8 3.7 6.0 7.4 76.5 l,4 7.1 5.4 3.1 1 a ❑ ❑ u a ❑ a ❑ ❑ a a ❑ ❑ a ❑ ❑ ❑ ❑ ❑ ❑ ❑ 2.7 4.4 6.1 6.6 6.5 6.8 6.8 6.1 4.6 3.2 2.7 2.9 4,0 5.6 6.6 6.8 6.5 6.7 6.5 5.0 3.2 n u ❑ ❑ l u ❑ ❑ ❑ n ❑ ❑ ❑ u ❑ ❑ u n ❑ n 1 2.9 4.1 5.3 6,6 .6 6.8 6.8 5.5 4.4 3.6 3.2 3,4 4.1 5.0 6.3 6.9 6.6 6.7 5.8 .5 3,3 1 DRY POND 2.7 3.7 4.9 6.3 6.6 6.7 6.5 5.0 4.0 3.3 3.0 3.2 3.8 4.5 6.1 63 6.6 5.6 3.9 3.1 SA SA3 -- 1 ❑ a ❑ ❑ ❑ � ❑ 6.0 ❑ 5.8 4.6 3.7 3.2 2.9 3.0 3.5 4.0 5.6 6.1 5.7 5.9 5.1 3.5 2 2.5 3.3 4,4 5.6 5.) .8 1 ❑ u ❑ ❑ u ❑ ❑ ❑ ❑ ❑ n ❑ u ❑ a ❑ u ❑ ❑ ❑ ❑ 2.1 2.8 3.6 4.9 �5.2 5.2 5.0 3.9 3.2 2.8 2.7 2.8 3.1 3.6 4,6 5.2 5.2 5.0 4.2 3.1 2.4 1 1.6 2.5 3.6 3.7 4.1 4.2 3,9 3.9 2.9 2.2 1.9 2'0 2.5 3,5 4 A 4.1 4.2 3.9 3.8 3.0 119 1.4 2.3 3.5 3.9 3.7 3.7 4.0 3.6 2.6 1.8 1.6 1.6 2.1 3,3 4.0 3.9 3.5 3.9 3.7 1 3.0 3.3 2.9 2.9 3.4 3.1 2.4 1.6 1.3 1.4 2.0 2.8 3.3 3.2 2.6 3.2 32 2.6 2.8 2.4 2.6 2.8 2.5 u ❑ ❑ a ❑ ❑ 3.3 3.6 3.1 3.4 3.6 3.2 ❑ _ _ 00 2.4 2.1 2.1 2.4 2.3 1.9 1.3 1.0 12 1.6 2.2 2.4 2.2 1.9 2.3 2.3 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.8 0.8 0./ 0.7 0.8 0.9 0,8 0.7 0.6 U.6 U./ 0.8 G.9 0,8 0,7 0.8 0,8 0./ 0.6 0.4 0.3 AA&J'l SITE PLAN - ELECTRICAL Wr � a 0.1 a 0.1 0.1 0.2 0.2 o. ❑ 0.3 0.4 0.4 0.6 0.8 0.9 9 0 SEE LIGHTING FIXTURE SCHEDULE CONCRETE POLE, POLE AND LIGHT FIXTURE AS A COMPLETE ASSEMBLY SHALL MEET OR EXCEED ALL WIND LOADING o REQUIREMENTS BY ALL LOCAL CODES to HAVING JURISDICTION MFGR TO SUPPLY SHOP DWGS SEALED BY FLA REGISTERED ENGINEER, HANDHOLE PER NEC GRADE R 4I I II I II I II I I II I II I II I IT O-- CONDUIT I �-- #6 BARE CU GND TO 5/8"X10' CU CLAD ROD LIGHTING POLE DETAIL - FIXTURE TYPE 'SA3' Numeric Summary Project: All Projects Label CalcType Units Avg Max Min Avg/Min Max/Min PARKING AREA PXP Illuminance Fc 4,03 7,5 1.0 4,03 7,50 SPILL LINE Illuminance Fc 0.31 1.0 010 0100 0.00 Luminaire Schedule Project: All Projects Symbol Qty Label Arrangement Lumens LLF Description m 4 SA3 (TWIN) BACK -BACK 44000 0,800 US ARCHITECTURAL SVL22-III-400WPSMH-MT-1 (208V, 1PH) 1 STOFFER & ASSOCIATES, INC. CgNSULTING ENGINEERS 13902 Smokerise Court Orlando, Florida 32832 Randall D. Staffer, P,E, PE #37367 Phone (407) 381-4555 Fax (407) 249-1520 ELECTRICAL - HVAC - PLUMBING Certificate # AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel 954.480.8582 REVISIONS BY DATE 0) L0 '1' 00 00 (0 N 00 -11- CY) CY) z w F- W// Ll_ z W 0 U W IL I C) ® 0 U Q 1-- Ld ❑ C J x W -� 0 Q J U)U (n LL ® Q Q C) Co [ D OC � Q 00 w I` z w C) CL w c) < ❑ CHECKED BY RDS DRAWN BY RDS SCALE AS NOTED J06 NUMBER 2291.02 A ELEVATOR ELECTRICAL NOTES E1 1. LIGHTING SWITCH(ES) IN ELEVATOR PIT(S) TO BE MOUNTED 18" ABOVE FIRST (GROUND OR BASEMENT) FLOOR SILL AND SHALL BE LOCATED FOR ACCESSIBILITY FROM THE PIT ENTRANCE AND ADJACENT TO EMERGENCY STOP SWITCH IN ACCORDANCE WITH GOVERNING CODES, 2. ELEVATOR PIT LIGHTING TO BE LOCATED; ONE ON FRONT OF PIT ADJACENT TO LIGHTING SWITCHES AND THE OTHER OPPOSITE ON REAR WALL, DRAWINGS ARE "DIAGRAMMATIC ONLY" AND CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND COORDINATE WITH ELEVATOR GUIDE RAILS AND OTHER ELEVATOR SUPPORT EQUIPMENT IN FIELD, FIXTURE INSTALLATION TO COMPLY WITH GOVERNING CODES AND NEC 410-4. 3, ALL FLUORESCENT LIGHTING FIXTURES IN ELEVATOR EQUIPMENT ROOMS SHALL BE EQUIPPED WITH SEPARATE BALLAST FOR EACH FLUORESCENT LAMP IN ACCORDANCE WITH FLORIDA STATUTES. 4, DISCONNECT SWITCHES) FOR ELEVATOR MACHINE PROPER TO BE LOCATED 15" FROM LATCH SIDE OF EQUIPMENT ROOM DOOR. DRAWINGS ARE "DIAGRAMMATIC ONLY" AND CONTRACTOR SHALL VERIFY EXACT DISCONNECT LOCATION IN STRICT ACCORDANCE WITH STATE ELEVATOR CODES, IF TWO DISCONNECTS ARE REQUIRED, THE SECOND SHALL BE 15" FROM THE FIRST, CONTRACTOR TO FIELD COORDINATE EXACT LOCATION OF DISCONNECT SWITCH(ES) WITH ELEVATOR INSTALLER AND INSTALL SAME IN ACCORDANCE WITH NEC 620-51. o 5. ALL DISCONNECT SWITCH(ES) LOCATED IN ELEVATOR EQUIPMENT ROOM(S) SHALL BE OF THE FUSIBLE TYPE WITH LOCKING PROVISIONS (OPEN POSITION) AND REJECTION STYLE FUSE CLIPS, ALL DISCONNECT SWITCH(ES) SHALL BE SIZED ACCORDING TO NEC, 6, CONTRACTOR TO PROVIDE AND INSTALL FUSES FOR ALL FUSIBLE DISCONNECT SWITCH(ES), FUSES FOR MECHANICAL AND ELEVATOR EQUIPMENT (MOTORS) TO BE "DE" (DUAL ELEMENT) TYPE AND SIZED PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS IN ACCORDANCE WITH NEC, FUSES FOR DISCONNECTS SERVING CAB LIGHTING AND MISCELLANEOUS ELEVATOR POWER REQUIREMENTS TO BE SIZED PER APPLICABLE NEC ARTICLES. 7, NO EMT OR CONDUIT OF ANY NATURE IS PERMITTED TO BE RUN BEHIND PIT LADDER. g ELEVATOR SHUT —DOWN NOTES E1 (FOR SPRINKLED HOISTWAYS AND MACHINE ROOMS) 1, SMOKE DETECTOR SHALL BE LOCATED IN EACH ELEVATOR LOBBY; AT TOP OF EACH HOISTWAY AND IN EACH ELEVATOR MACHINE ROOM THAT IS SPRINKLED. 2, 135 DEGREE FIXED TEMPERATURE HEAT DETECTOR SHALL BE LOCATED IN EACH HOISTWAY AND MACHINE ROOM THAT IS SPRINKLED. 3. SMOKE DETECTOR(S) IN ELEVATOR LOBBIES SHALL BE CONNECTED TO THE FIRE ALARM SYSTEM; BUT SHALL NOT BE ON THE RESPECTIVE FLOOR PULL STATION ZONE. DETECTOR(S) SHALL HAVE AUXILIARY CONTACTS OR RELAY. EACH DETECTOR SHALL BE CONNECTED TO ITS RESPECTIVE ELEVATOR CONTROLLER, ALARM CONDITIONS OF THIS DETECTOR SHALL INITIATE A PHASE I RECALL OPERATION. 4. SMOKE DETECTORS IN ELEVATOR SHAFT AND MACHINE ROOM SHALL BE ON SAME ZONE AND SHALL HAVE AUXILIARY CONTACTS WITH CONNECTION TO ELEVATOR CONTROLLER, ACTIVATION OF THESE DETECTOR(S) SHALL INITIATE A PHASE I RECALL OPERATION; AND SHALL LIGHT A RED LIGHT (APPROX. 1/8" DIA.) LOCATED NEXT TO THE ELEVATOR DOOR IN THE ELEVATOR LOBBY AT THE DESIGNATED AND ALTERNATE FIRE DEPARTMENT ACCESS LEVELS, THIS LIGHT SHALL BE LABELED: "DO NOT USE ELEVATOR"; AND SHALL ONLY ILLUMINATE WHEN SMOKE DETECTOR IN SHAFT OR MACHINE ROOM IS IN ALARM. WARNING LIGHT MAY BE CONTROLLED BY A RELAY IN THE FIRE ALARM CONTROL PANEL. 5. ONLY SMOKE DETECTORS IN ELEVATOR LOBBIES, HOISTWAYS AND MACHINE ROOMS SHALL INITIATE AN ELEVATOR PHASE I RECALL. 6. CONTRACTOR TO PROVIDE AND INSTALL FUSES FOR ALL FUSIBLE DISCONNECT SWITCHES IN ELEVATOR MACHINE ROOM. ALL FIRE ALARM SYSTEM HEAT DETECTORS IN ELEVATOR HOISTWAY AND MACHINE ROOM SHALL BE CONNECTED TO A SEPARATE FIRE ALARM ZONE, THEY MUST HAVE AUXILIARY CONTACTS CONNECTED TO A SHUNT —TRIP CIRCUIT BREAKER ON THE LINE SIDE OF THE ELEVATOR CONTROLLER. SHUNT —TRIP SHALL ONLY BE MANUALLY RESETTABLE AND FIRE ALARM CONTROL PANEL SHALL NOT OPERATE SHUNT —TRIP. 7. SHUNT —TRIP SHALL NOT INTERRUPT 120V CIRCUIT TO ELEVATOR CAB. m ••�•' 056NFLOOR PLAN. 49 SCALE 115" = 1'-0' 4N,FLOOR PLAN Level #1 POWER/SYSTEMS Level #2) POWER/SYSTEMS p TOI Certificate # AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 cu Tel 954.480,8582 ,8 cu V=1 ,8 68 mm cu 9� � J 4 ,8 68 2 8 68 D12/ cu REVISIONS BY DATE iSTOFFER & ASSOCIATES, INC. CONSULTING ENGINEERS 13902 Smokerise Court Orlando, Florida , 32832 Randall D. Stoffer, P,E, PE #37367 Phone (407) 381-4555 Fax (407) 249-1520 ELECTRICAL — HVAC — PLUMBING m CD CV 00 00 CID CD N CID It U � 0) z w F_ L� W �I z z Ld O U LLJ 0 i ® O U �Q LLJ � 0 � % L- W 1 O I-_ J � Q Q ® w Ica D LL __J 0 0 9 w U� LL J LL CL N Z w w 0 w Q 0 CHECKED BY FtDS_ DRAWN BY RDS SCALE AS NOTED JOB NUMBER 2291 -02 DATE 12-2-02 DRAWING NO. r,�' IF�mlI 12-m OF DRAWINGS w 'A f— — I I I I I I I I I I I I I I I I I I I I I I I I I I L.-----------------.._--------_ ELECTRICAL SPECIFICATIONS 1. Drawings are diagrammatic and shall not be scaled. Refer to architectural plans and elevations for exact location of all equipment. Electrical contractor shall furnish and install all items required for a complete and acceptable working installation. 2. All work shall comply with the latest edition i of the National Electrical Code and shall comply with all local rules and ordinances having jurisdiction. 3. Minimum wire size shall be #12 AWG. Unless otherwise noted all conductors shall be copper with THWN or THHN insulation. 4, All material shall be new and bear the Underwrites Label (U,L.) where applicable. 5. The electrical system shall be completely and effectively grounded as required in Article 250 of the National Electrical Code, 6. The electrical, telephone, and cable television installations shall meet all requirements by the local utility companies. 7. All disconnect switches shall be rated for 200,000 A.I.C. unless otherwise noted. All fuses shall be rated for 200,000 A.I.C. and shall be current limiting. 8, All electrical switchgear shall be by Square D, GE, or Siemens. Substitutes must be approved by the engineer. 9. Outlet boxes shall be pressed steel in dry locations. Plastic boxes may be used in lieu of the steel box where permitted by local codes. In damp or wet locations boxes shall be made from cast alloy with threaded hubs. Special enclosures are required for other classified areas. 10. Separate wire and conduit system may be substituted with factory fabricated assembly of insulated conductors in a flexible metallic enclosure where permitted by local codes. 11. Motor starters shall be manual or magnetic with overload relays in each hot leg. It shall be the electrical contractor to provide all starters where required. 12. Furnish and install disconnect switches, over current protection, and wiring for the air conditioning system as per manufacturer recommendations. Controls are to be supplied by the air conditioning contractor and connected by the electrical contractor. 13. All work shall be performed by a licensed electrical contracor in a first class workmanlike manner. The complete system shall be fully operative and accepted by the engineer or architect. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction.. 15. The electrical contractor shall guarantee all materials and workmanship free from defects for a period of not less than (1) one year from the date of acceptance. Correction of any defects shall be completed without additional charge and shall include replacement or repair of any other phase of the installation which may have been damaged thereby. 16. All required insurance shall be provided for protection against public liability or property damage for the duration of the work. --------_.—_ — — — — — — — — — — — — — — — J I I I I I I I I I I I I I I I I I I I I I I I I I I I I --J Aft,,FLOOR PLAN (Level #3) POWER/SYSTEMS SCALE: 1/6' = 1'-0' ELECTRICAL SYMBOLS FLUORESCENT LIGHTING FIXTURE — CEILING MOUNTED L'J PHOTOCELL (TORK #2100) MOUNTED ON 3/4" RIGID CONDUIT STEM, 24" ABOVE ROOF, FACING NORTH, AT LOCATION AS FLUORESCENT LIGHTING FIXTURE — "NIGHT LIGHT" DIRECTED BY ARCHITECT/OWNER IN FIELD, WIRE TO CONTROL CONTACTOR(S) AND TIMECLOCK AS NECESSARY, FLUORESCENT LIGHTING FIXTURE — SURFACE MOUNTED © CONTACTOR (SQUARE D "LG" SERIES) WITH NEMA 1 ENCLOSURE AND NUMBER OF POLES AS NEEDED. CONTACTOR SHALL BE WIRED FLUORESCENT LIGHTING FIXTURE — WALL MOUNTED AS NECESSARY FOR PHOTOCELL AND/OR TIMECLOCK OPERATION, 0 FLUORESCENT, INCANDESCENT OR HID DOWNLIGHT FIXTURE — CLG. MOUNTED O FIRE ALARM SMOKE DETECTOR tQ FLUORESCENT, INCANDESCENT OR HID LIGHTING FIXTURE — WALL MOUNTED O FIRE ALARM HEAT DETECTOR EMERGENCY BATTERY EXIT LIGHTING FIXTURE UNIT ® FIRE ALARM DUCT SMOKE DETECTOR — PROVIDE SAMPLING TUBE LENGTHS AS NECESSARY, EMERGENCY BATTERY EXIT LIGHTING FIXTURE UNIT ❑H FIRE ALARM HORN WITH STROBE LIGHT H.I.D. POLE MOUNTED PARKING AREA LIGHTING FIXTURE �F FIRE ALARM MANUAL PULL STATION 100- SINGLE POLE TOGGLE SWITCH — MOUNTED 42" AFF TO CENTERLINE UNLESS OTHERWISE NOTED Q SPECIAL PURPOSE OUTLET OR CONNECTION (3) 3 WAY (4) 4 WAY MOTOR DUPLEX RECEPTACLE — MOUNTED 18" AFF TO CENTERLINE DISCONNECT SWITCH UNLESS NOTED OTHERWISE (GFI) GROUND FAULT INTERRUPTING O JUNCTION BOX (WP) WEATHERPROOF C� TERMINAL CABINET DOUBLE DUPLEX RECEPTACLE — MOUNTED 18 AFF TO CENTERLINE UNLESS NOTED OTHERWISE ELECTRICAL PANEL DUPLEX RECEPTACLE — MOUNTED 6" ABOVE COUNTER BACKSPLASH UNLESS NOTED OTHERWISE NL INDICATES "NIGHT LIGHT" ® COMBINATION TELEPHONE/COMPUTER OUTLET — MOUNTED 18" AFF TO V.I.F. VERIFY EXACT LOCATION IN FIELD CENTERLINE UNLESS NOTED OTHERWISE 0 SEE NOTE SYMBOL TIMECLOCK (TORK #7200ZL) TO OPERATE 'PHOTO/TIME" LIGHTING CONTACTOR. PROVIDE PHOTOCELL "ON", TIMECLOCK "OFF" OPERATION. SEE CONTACTOR AND PHOTOCELL FOR ADDITIONAL INFORMATION. 1 STOFFER &_ASSOCIATES, INC. CONSULTING ENGINEERS 13902 Smokerise Court Orlando, Florida 32832 Randall D. Stoffer, RE. PE #37367 Phone (407) 381-4555 Fax (407) 249-1520 ' ELECTRICAL — HVAC — PLUMBING Certificate # AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel 954, 480.8582 REVISIONS BY DATE Ld I U Li X LJ r� V J n D N® Q � v! U— L nL D OLL 0 N� Q T— W CHECKED BY RDS DRAWN BY RDS 07 I` d' (V 00 LO q;;t CID 00 coIq , -,1^17 N'^t L0 LO Cy) CY) 0 0 0 U Z 0 F— LL 0 W In LL9 W U LL U W Q SCALE AS NOTED JOB NUMBER 2291.02 DATE 12-2-02 DRAWING NO, OF DRAWINGS V w J 48 a_ +1C FLOOR PLAN 56ALE, 1/8" » 1'-0" FLOOR PLAN Level #1) LIGHTING Level- #2) LIGHTING GENERAL LIGHTING NOTES: ALL EMERGENCY BATTERY TYPE EXIT SIGNS AND EMERGENCY BATTERY LIGHTING TYPE FIXTURES SHALL BE CONNECTED TO CONSTANT NORMAL ROOM LIGHTING BRANCH CIRCUIT OF AREA SERVED (i.e., LOAD SIDE OF BREAKER, LINE SIDE OF ANY SWITCHING/CONTROLLING DEVICES) IN ACCORDANCE WITH NEC 700 1.%a. AFF tSTOFFER & ASSOCIATES, INC. CONSULTING ENGINEERS 13902 Smokerise Court Orlando, Florida 32832 Randall D. Stoffer, P.E. PE #37367 Phone (407) 381-4555 Fax (407) 249-1520 ELECTRICAL — HVAC — PLUMBING Certificate # AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel ; 954.480.8582 REVISIONS BY DATE CF) o 1�-- "t 04 co 11.0 d" C0 00 Cg N 00 d' IRT It CD 0) z w W z z z W O U LLJ 0 �-- 0 U Q �. I I 1 ® 0.j X Qw W JO Q�� ®w 120 -1 a' Q�� LL_j QO w n N LL ILL Q uI w CHECKED BY RDS DRAWN BY RDS SCALE AS NOTED JOB NUMBER 2291.02 DATE OF DRAWINGS y w I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I 1 I 1 I I I 1 I I I I'------------.-_---------------------_.--------------------------------------------------------------------------------I GENERAL LIGHTING NOTES: ALL EMERGENCY BATTERY TYPE EXIT SIGNS AND EMERGENCY BATTERY LIGHTING TYPE FIXTURES SHALL BE CONNECTED TO CONSTANT NORMAL ROOM LIGHTING BRANCH ANYSWITCHING/CONTROLLI ING D VICES) SIN ACCORDANCE WILOAD SIDE OF THNEC LINE 1D 700 12E. OF onh6, FLOOR PLAN 4FSCALE: I/W= 1'-0' LIGHTING FIXTURE' SCHEDULE Fixture Description Fixture Data Mount Voltage See Note Mark Lamp Data Manufacturer Catalog Number No. Type A 4 F32T8 2' x 4' RECESS FLUORESCENT LIGHTRON TG 2X4 432 LBA, 125 SE REC 120 AE 4 F32T8 2' x 4' RECESS EMERG, FLUORESCENT LIGHTRON TG 2X4 432 LBA, 125 SE REC 120 1,3 B 2 F32T8 2' FLUORESCENT WALL BRACKET LIGHTRON W71-232-SE SURF 120 2,5 C 1 60A19 INCANDESCENT UTILITY FIXTURE KICHLER 9214 SURF 120 D 2 IF32T8 4' FLUORESCENT FIXTURE NULITE DWM-232-ELB-WH SURF 120 4 E 1 100W INCANDESCENT WALL BRACKET KICHLER 9236/9546 SURF 120 2 F 1 MH100 H.I.D, LENSED DOWNLIGHT LIGHTRON 5A-100MH-C73 REC 120 G 1 75A19 INCANDESCENT ELEVATOR PIT LIGHT RAL UP-WB-75-CL-G WALL 120 EMERGENCY BATTERY LIGHTING UNIT EXITRONICS RP6-25-P3D SURF 120 1,213 EM W/ UNIT rX W/ UNIT UNIVERSAL FACE LED EMERGENCY EXIT EXITRONICS VEX-U-BP-WB-WH SURF 120 1,3 GENERAL LIGHTING FIXTURE NOTES! A, B. C. D. E. CONTRACTOR SHALL COORDINATE FIXTURE MOUNTING WITH ARCHITECTURAL REFLECTED CEILING PLAN(S) AND SHALL PROVIDE FIXTURE MOUNTING AS REQUIRED TO MATCH CEILING TYPE. ALL FIXTURE BALLAST(S) SHALL BE HIGH POWER FACTOR TYPE. ALL FLUORESCENT BALLAST(S) SHALL BE ELECTRONIC TYPE. ALL ACRYLIC FIXTURE LENSES SHALL BE 0,125" THICK MINIMUM, ALL FLUORESCENT LAMPS SHALL BE COLOR TEMPERATURE 4100 DEG. K. LIGHTING FIXTURE SCHEDULE NOTES! 1. FIXTURES SHALL BE PROVIDED WITH INTEGRAL EMERGENCY BATTERY BACK-UP, 2. MOUNT FIXTURE AT +84" AFF TO BOTTOM. 3. FIXTURES WITH INTEGRAL EMERGENCY BATTERY BACK-UP SHALL BE WIRED IN ACCORDANCE WITH NEC 700-12. EMERGENCY FIXTURE SHALL BE CONNECTED TO CONSTANT NORMAL ROOM LIGHTING BRANCH CIRCUIT OF AREA SERVED (i.e., LOAD SIDE OF BREAKER, LINE SIDE OF ANY SWITCHING/CONTROLLING DEVICES), 4. MOUNT FIXTURE AT +84" AFF TO BOTTOM WHERE WALL MOUNTED UNLESS OTHERWISE NOTED. 5. FIXTURE SHALL BE PROVIDED WITH CONVENIENCE RECEPTACLE AND WIRED TO CFI CIRCUIT BREAKER. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------------------------------------------------� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Level #3)!,.,".lGHTlNG 10 CIRCUIT BREAKER PANEL - 'H' HOUSE PANEL SERVICE: 120/208V, 3PH, 4W BUSS: 200 AMP MLO A.I,C, RATING: 65,000 SPACES: 30 MTG: SURFACE CKT CB WIRE COND GND LOAD DESCRIPTION PH:A PH:B PH:C 1 20/1 2#12 1/2" #12 LOBBY LIGHTING + 640 3 20/1 2#12 1/2" #12 LOBBY LIGHTING + 1280 5 20/1 2#12 1/2" #12 NIGHT LIGHTING 450 7 20/1 2#12 1/2" #12 STAIR LIGHTING ® 500 9 20/1 2#12 1/2" #12 ELEVATOR LTG/RCPTS. 580 11 30/ 1 2# 10 3/4" #10 SITE SIGN * 2000 13 20/2 2# 10 3/4" #10 SITE LTG # 1000 15 - - - - - - - - - --- ---- 1000 17 20/1 2#10 3/4" #10 EXTERIOR LIGHTING * 500 19 60/2 2#6 1" #10 AH-13 4214 21 4214 23 H60/2 2#8 3/4" #10 CU-13 3224 25 --- --- - - - --- --- [3224] 27 20/2 2# 10 3/4" #10 SITE LTG 1000 29 --- - - - --- --- ---- 1000 2 20/1 2#12 1/2" #12 WP GFI RECEPTACLES 720 4 20/1 2#12 1/2" #12 RECEPTACLES 1080 6 20/1 2#12 1/2" #12 FACP ® 500 8 20/1 2#12 1/2" #12 RECEPTACLES 1080 10 20/1 2#12 1/2" #12 STAIR LIGHTING a 500 12 20/1 2# 12 1/2- #12 STAIR LIGHTING ® 500 14 20/1 2#12 1/2" #12 TELEPHONE RECEPTACLE 360 16 20/1 SPARE 18 20/1 SPARE 20 SPACE 22 SPACE 24 SPACE 26 SPACE 28 SPACE 30 SPACE SUB -TOTAL LOAD 8514 9654 8174 SUB -TOTAL AMPS 1 71 801 68 [ ] INDICATES NON -CONCURRENT HVAC LOAD. ® PROVIDE "LOCK -ON" BREAKER. H INDICATES HACR RATED BREAKER FOR HVAC LOADS. # VIA PHOTOCELL AND CONTACTOR. + VIA TIMECLOCK. * CONTROLLED VIA PHOTOCELL ON AND TIMECLOCK OFF. METER CENTER - 'MC' NEMA 3R SERVICE: 120/208V, 3PH, 4W BUSS: 1000 AMP W/ 1000A/3P MCB A.I,C, RATING: 65,000 AMPS SERIES RATED SPACES: 12 MTG: SURFACE CKT CB WIRE I COND GND LOAD DESCRIPTION PH:A PH:B PH:C 1 100/3 4#3 1-1/2" #8 PANEL-1A 7314 7614 5329 2 100/3 4#3 1-1/2" #8 PANEL-113 7314 7614 5329 3 100/3 4#3 1-1/2" #8 PANEL -IC 7314 7614 5329 4 100/3 4#3 1-1/2" #8 PANEL -ID 7314 7614 5329 5 100/3 4#3 1-1/2" #8 PANEL-2A 7314 7614 5329 6 100/3 4#3 1-1/2" #8 PANEL-2B 7314 7614 5329 7 100/3 4#3 1-1/2" #8 PANEL-2C 7314 7614 5329 8 100/3 4#3 1-1/2" #8 PANEL-2D 7314 7614 5329 9 100/3 4#3 1-1/2" #8 PANEL-3A 7314 7614 5329 10 100/3 4#3 1-1/2" #8 PANEL-313 7314 7614 5329 11 100/3 4#3 1-1/2" #8 PANEL-3C 7314 7614 5329 12 100/3 4#3 1-1/2" 18 PANEL-3D 7314 7614 5329 SUB -TOTAL LOAD 87768 91368 63948 SUB -TOTAL AMPS 1 7311 7611 533 tSTOFFER & ASSOCIATES, INC. CONSULTING ENGINEERS 13902 Smokerise Court Orlando, Florida 32832 Randall D. Stoffer, P,E. PE #37367 Phone (407) 381-4555 Fax (407) 249-1520 ® ELECTRICAL - HVAC - PLUMBING \11 Certificate # AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, A 33442. Tel : 954.480.8582 REVISIONS BY DATE 0) Q N L0 00 It [�O co N 00 N- U (3)0) II- I� W z Ld z O U �- W CL U O U Q ,� LEI X Q N U_ Q U) U Q (n _j LL O U w D ® 0_ LL m Q ® g w E N Q w w r CHECKED BY RDS DRAWN BY RDS SCALE AS NOTED JOB NUMBER 2291.02 DATE 12-2-02 DRAWING NO. EE5 OF DRAWINGS (TYP.) MECHANICAL SYSTEM DUCT DETECTOR ZONE D D R RT SHUTDOWN RELAY ' FACP' FIRE ALARM SYSTEM CONTROL PANEL W/BATTERY BACK—UP s jV EOL EOL EOL TO AUDIO/ —T ALARM REMAINING INIDICATING/SIGNAL AL H EOL DEVICES ON CIRCUIT (TYPICAL) FIRE ALARM AUDIBLE ALARM SIGNAL NOTE: FIRE ALARM AUDIBLE ALARM SIGNALS SHALL PROVIDE A MINIMUM OF 70db THROUGHOUT BUILDING, CONTRACTOR SHALL MEASURE db LEVELS AT ALL EXTREME POINTS IN BUILDING WITH DOORS AND WINDOWS CLOSED AND SHALL ADD ADDITIONAL AUDIBLE (AND VISUAL) SIGNALS AT LOCATIONS NECESSARY FOR PROPER db LEVELS TO SATISFY THE AUTHORITY HAVING JURISDICTION. TO REMAINING MANUAL PULL STATIONS ON ZONE (TYPICAL) F EOL TO REMAINING SMOKE AND HEAT - > EOL DETECTORS ON ZONE (TYPICAL) TYPICAL FIRE SPRINKLER FLOW AND TAMPER SWITCHES. VERIFY EXACT QUANTITIES AND LOCATIONS WITH FIRE SPRINKLER CONTRACTOR IN FIELD AND PROVIDE ALL WORK NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM. RIJN 3/4"C. TO PLYWOOD COMMUNICATIONS BACKBOARD "TTB 1 " (VERIFY EXACT LOCATION IN FIELD) FOR DIGITAL DIALER PROVISIONS. = COMMUNICATIONS BACKBOARD "TTB, TYPICAL FIRE ALARM SYSTEM RISER DIAGRAM NOT TO SCALE =� NOTE: ALL WIRING TO BE INSTALLED IN 3/4"C, MINIMUM UNLESS OTHERWISE NOTED, COMMUNICATIONS CONDUITS STUBBED TO CEILING SPACES AS NOTED — _j CAP AND MARK STUBS IN FIELD. ut (2) 1" CONDUIT STUBS TO CEILING SPACE IN EACH SECOND FLOOR TENANT SPACE THIRD FLOOR COMMUNICATIONS CONDUITS STUBBED TO CEILING SPACES AS NOTED — CAP AND MARK STUBS IN FIELD. Q (2) 1" CONDUIT STUBS TO CEILING SPACE IN EACH SECOND FLOOR TENANT SPACE "CTC" FIRST FLOOR -- EXTERIO SECOND FLOOR COMMUNICATIONS CONDUITS STUBBED TO CEILING SPACES AS NOTED — CAP AND MARK STUBS IN FIELD. (2) 1" CONDUIT STUBS TO CEILING SPACE IN EACH FIRST FLOOR TENANT SPACE FIRST FLOOR 60"H x 48"W x 12"D NEMA 3R HOFFMAN TYPE ENCLOSURE WITH 3/4" PLYWOOD BACKBOARD FOR COMMUNICATIONS EQUIPMENT — VERIFY EXACT LOCATION IN FIELD, RUN 3/4"C. FROM FIRE ALARM CONTROL — PANEL TO "CTC" (VERIFY EXACT LOCATION IN FIELD) FOR COMMUNICATION PROVISIONS. (2) 3" CONDUITS OUT TO PROPERTY LINE AS DIRECTED BY LOCAL TELEPHONE COMPANY FOR INCOMING TELEPHONE SERVICE. FIRE ALARM CONTROL PANEL L___J FIRE ALARM SYSTEM REQUIREMENTS CONTRACTOR SHALL PROVIDE A COMPLETE AND OPERABLE FIRE ALARM SYSTEM AS SHOWN AND AS OTHERWISE REQUIRED BY CODE, COMPLETE FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST GOVERNING EDITIONS OF NFPA 72 AND 101 AND THE 2001 FLORIDA BUILDING CODE, CONTRACTOR SHALL INCLUDE IN HIS BID ALL WORK NECESSARY TO PREPARE COMPLETE INSTALLATION DRAWINGS FOR REVIEW AND SUBMISSION TO THE LOCAL BUILDING OFFICIAL AS NEEDED FOR BUILDING PERMIT AS REQUIRED BY THE LOCAL AUTHORITIES HAVING JURISDICTION, COMPLETE FIRE ALARM SYSTEM SHALL BE INTERFACED WITH THE BUILDING FIRE SPRINKLER SYSTEM AS NEEDED. CONTRACTOR SHALL COORDINATE ALL WORK NECESSARY WITH THE SPRINKLER EQUIPMENT BEING PROVIDED AND THE CONTRACTOR RESPONSIBLE FOR THE FIRE SPRINKLER SYSTEM. 4 # 350 CU IN 3" TO POWEF SERVICE 1 COORDINA PRIOR TO 3 SETS OF 4 # 400 MCM THWN CU EACH SET IN 3" C. TO POWER COMPANY SERVICE TRANSFORMER(S). COORDINATE LOCATION IN FIELD PRIOR TO BID. Fre Ddpfr \\ F7rial rrfsptl, mac' 0 i'_c� 7_C ,=3= ELECTRICAL RISER NOT TO SCALE CLr k— I r\II.fAl_ KIJtK IN I L: ALL ELECTRICAL EQUIPMENT SHALL BE PROVIDED WITH A SERIES INTEGRATED RATING = 65,000 RMS SYM AMPS AT 208VAC. ECT TO ELEVATOR T HEAT DETECTOR(S) SE IN DISCONNECT #10 GND.— 3/4" C. 4B LIGHTS AS INDICATED \IS. :MA 2 10 THWN CU 1 10 CU GND N 3/4" C. 10'-0" MAX. TAP LENGTH Certlficote # AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel ; 954.480, 8582 REVISIONS BY DATE 0) I� d' CVCC)L A i 00 (/'1C) N 00 U z w F � W / IL_L_ I� z z W U �= W 0 Cj z U �� F_ W Q � -� x �� 0� LL W Q O u' U (n LL o Q Q n v m I D F- C) ® w n NQ Ww �-° Q 0 CHECKED BY RDS DRAWN BY RDS SCALE AS NOTED JOB NUMBER _ 2291.02 DATE 12-2-02 DRAWING NO, TYPICAL COMMUNICATIONS SYSTEM ` RF,CE'N;;Y RISER DIAGRAM ALL CONDUIT TO BE 3/4"C. MINIMUM UNLESS NOTED OTHERWISE, 1 STOFFER & ASSOCIATES, INC. CONSULTING ENGINEERS 13902 Smokerise Court Orlando, Florida 32832 Randall D. Stoffer, P.E. PE #37367 Phone (407) 381-4555 Fax (407) 249-1520 ELECTRICAL — HVAC — PLUMBING OF DRAWINGS 41, e• h 1-1 d CIRCUIT BREAKER PANEL - 41A' SERVICE: 120/208V, 3PH, 4W BUSS: 200 AMP MLO A.I.C. RATING: 10,000 SPACES: 30 MTG: FLUSH CKT CB WIRE COND GND LOAD DESCRIPTION PH:A PH:B PH:C 1 20/1 2# 12 1/2' #12 LIGHTING 1600 3 20/1 2# 12 1/2" #12 LIGHTING 1600 5 G20/1 2#12 1/2" #12 LIGHTING/EF/RECEPTACLE 305 7 20/1 2#12 1/2" #12 NIGHT LIGHTS 600 9 20/1 2#12 1/2" #12 RECEPTACLES 720 11 20/1 2#12 1/2" #12 RECEPTACLES 900 13 20/1 2#12 1/2" #12 RECEPTACLES 900 15 20/1 2#12 1/2" #12 RECEPTACLES 1080 17 20/1 2#12 1/2" #12 RECEPTACLES 900 19 20/1 SPARE 21 20/1 SPARE 23 20/1 SPARE 25 SPACE 27 SPACE 29 SPACE 2 60/2 2#6 1" #10 AH-1 4214 4 --- --- — — — --- ---- 4214 6 H60/2 2#8 3/4" #10 CU-1 3224 8 --- — — — --- --- --- [3224] 10 SPACE 12 SPACE 14 SPACE 16 SPACE 18 SPACE 20 SPACE 22 SPACE 24 SPACE 26 SPACE 28 SPACE 30 SPACE SUB —TOTAL LOAD 7314 7614 5329 SUB —TOTAL AMPS 61 63 44 G GFI CIRCUIT BREAKER INDICATES NON —CONCURRENT HVAC LOAD. CIRCUIT BREAKER PANEL — '2A' SERVICE: 120/208V, 3PH, 4W BUSS: 200 AMP MLO A,I.C, RATING: 10,000 SPACES: 30 MTG: FLUSH CKT CB WIRE COND GND LOAD DESCRIPTION PH:A PH:B PH:C 1 20/1 2#12 1/2" #12 LIGHTING 1600 3 20/1 2#12 1/2" #12 LIGHTING 1600 5 020/1 2#12 1/2" #12 LIGHTING/EF/RECEPTACLE 305 7 20/1 2# 12 1/2- #12 NIGHT LIGHTS 600 9 20/1 2#12 1/2" #12 RECEPTACLES 720 11 20/1 2#12 1/2" #12 RECEPTACLES 900 13 20/1 2#12 1/2" #12 RECEPTACLES 900 15 20/1 2#12 1/2" #12 RECEPTACLES 1080 17 20/1 2#12 1/2" #12 RECEPTACLES 900 19 20/1 SPARE 21 20/1 SPARE 23 20/1 SPARE 25 SPACE 27 SPACE 29 SPACE 2 60/2 2#6 1" #10 AH-5 4214 4 — — — — — — --- --- ---- 4214 6 H60/2 2#8 3/4" #10 CU-5 3224 8 — — — --- --- --- --- [3224] 10 SPACE 12 SPACE 14 SPACE 16 SPACE 18 SPACE 20 SPACE 22 SPACE 24 SPACE 26 SPACE 28 SPACE 30 SPACE SUB —TOTAL LOAD 7314 7614 5329 SUB —TOTAL AMPS 1 61 63 44 G GFI CIRCUIT BREAKER INDICATES NON —CONCURRENT HVAC LOAD. CIRCUIT BREAKER PANEL — '3A' SERVICE: 120/208V, 3PH, 4W BUSS: 200 AMP MLO A.I,C. RATING: 10,000 SPACES: 30 MTG: FLUSH CKT CB WIRE COND GND LOAD DESCRIPTION PHA PH:B PH:C 1 20/1 2# 12 1/2" #12 LIGHTING 1600 3 20/1 2# 12 1/2" #12 LIGHTING 1600 5 G20/1 2#12 1/2" #12 LIGHTING/EF/RECEPTACLE 305 7 20/1 2# 12 1/2" #12 NIGHT LIGHTS 600 9 20/1 2#12 1/2" #12 RECEPTACLES 720 11 20/1 2#12 1/2" #12 RECEPTACLES 900 13 20/1 2#12 1/2" #12 RECEPTACLES 900 15 20/1 2#12 1/2" #12 RECEPTACLES 1080 17 20/1 2#12 1/2" #12 RECEPTACLES 900 19 20/1 SPARE 21 20/1 SPARE 23 20/1 SPARE 25 SPACE 27 SPACE 29 SPACE 2 60/2 2#6 1" #10 AH-9 4214 4 — — — --- --- --- ---- 4214 6 H60/2 2#8 3/4" #10 CU-9 3224 8 — — — — — — --- --- --- [3224] 10 SPACE 12 SPACE 14 SPACE 16 SPACE 18 SPACE 20 SPACE 22 SPACE 24 SPACE 26 SPACE 28 SPACE 30 SPACE SUB —TOTAL LOAD 7314 7614 5329 SUB —TOTAL AMPS 61 63 44 G GFI CIRCUIT BREAKER INDICATES NON —CONCURRENT HVAC LOAD. CIRCUIT BREAKER PANEL — '113' SERVICE: 120/208V, 3PH, 4W BUSS: 200 AMP MLO A,I,C. RATING: 10,000 SPACES: 30 MTG: FLUSH CKT CB WIRE COND GND LOAD DESCRIPTION PH:A PH:B PH:C 1 20/1 2#12 1/2" #12 LIGHTING 1600 3 20/1 2#12 1/2" #12 LIGHTING 1600 5 G20/1 2#12 1/2" #12 LIGHTING/EF/RECEPTACLE 305 7 20/1 2#12 1/2" #12 NIGHT LIGHTS 600 9 20/1 2#12 1/2" #12 RECEPTACLES 720 11 20/1 2#12 1/2" #12 RECEPTACLES 900 13 20/1 2#12 1/2" #12 RECEPTACLES 900 15 20/1 2#12 1/2" #12 RECEPTACLES 1080 17 20/1 2#12 1/2" #12 RECEPTACLES 900 19 20/1 SPARE 21 20/1 SPARE 23 20/1 SPARE 25 SPACE 27 SPACE 29 SPACE 2 60/2 2#6 1" #10 AH-2 4214 4 --- --- --- --- ---- 4214 6 H60/2 2#8 3/4" #10 CU-2 3224 8 --- --- — — — --- --- [3224] 10 SPACE 12 SPACE 14 SPACE 16 SPACE 18 SPACE 20 SPACE 22 SPACE 24 SPACE 26 SPACE 28 SPACE 30 SPACE SUB —TOTAL LOAD 7314 7614 5329 SUB —TOTAL AMPS 61 63 44 G GFI CIRCUIT BREAKER INDICATES NON —CONCURRENT HVAC LOAD. CIRCUIT BREAKER PANEL — '2B' SERVICE: 120/208V, 3PH, 4W BUSS: 200 AMP MLO A.I.C. RATING: 10,000 SPACES: 30 MTG: FLUSH CKT CB WIRE COND GND LOAD DESCRIPTION PH:A PH:B PH:C 1 20/1 2#12 1/2" #12 LIGHTING 1600 3 20/1 2#12 1/2" #12 LIGHTING 1600 5 020/1 2#12 1/2" #12 LIGHTING/EF/RECEPTACLE 305 7 20/1 2#12 1/2" #12 NIGHT LIGHTS 600 9 20/1 2#12 1/2" #12 RECEPTACLES 720 11 20/1 2#12 1/2" #12 RECEPTACLES 900 13 20/1 2#12 1/2" #12 RECEPTACLES 900 15 20/1 2#12 1/2" #12 RECEPTACLES 1080 17 20/1 2#12 1/2" #12 RECEPTACLES 900 19 20/1 SPARE 21 20/1 SPARE 23 20/1 SPARE 25 SPACE 27 SPACE 29 SPACE 2 60/2 2#6 1" #10 AH-6 4214 4 - - - - - - --- --- ---- 4214 6 H60/2 2#8 3/4" #10 CU-6 3224 8 - - - --- --- --- --- [3224] 10 SPACE 12 SPACE 14 SPACE 16 SPACE 18 SPACE 20 SPACE 22 SPACE 24 SPACE 26 SPACE 28 SPACE 30 ISPACE SUB —TOTAL LOAD 7314 7614 5329 SUB —TOTAL AMPS 611 631 44 G GFI CIRCUIT BREAKER INDICATES NON —CONCURRENT HVAC LOAD. CIRCUIT BREAKER PANEL — '38' SERVICE: 120/208V, 3PH, 4W BUSS: 200 AMP MLO A.I.C, RATING: 10,000 SPACES: 30 MTG: FLUSH CKT CB WIRE COND GND LOAD DESCRIPTION PH:A PH:B PH:C 1 20/1 2#12 1/2" #12 LIGHTING 1600 3 20/1 2#12 1/2" #12 LIGHTING 1600 5 G20/1 2#12 1/2" #12 LIGHTING/EF/RECEPTACLE 305 7 20/1 2#12 1/2" #12 NIGHT LIGHTS 600 9 20/1 2#12 1/2" #12 RECEPTACLES 720 11 20/1 2#12 1/2" #12 RECEPTACLES 900 13 20/1 2#12 1/2" #12 RECEPTACLES 900 15 20/1 2#12 1/2" #12 RECEPTACLES 1080 17 20/1 2#12 1/2" #12 RECEPTACLES 900 19 20/1 SPARE 21 20/1 SPARE 23 20/1 SPARE 25 SPACE 27 SPACE 29 SPACE 2 60/2 2#6 1" #10 AH-10 4214 4 --- --- --- --- ---- 4214 6 H60/2 2#8 3/4" #10 CU-10 3224 8 --- --- - - - --- --- [3224] 10 SPACE 12 SPACE 14 SPACE 16 SPACE 18 SPACE 20 SPACE 22 SPACE 24 SPACE 26 SPACE 28 SPACE 30 SPACE SUB -TOTAL LOAD 7314 7614 5329 SUB -TOTAL AMPS 611 631 44 G GFI CIRCUIT BREAKER INDICATES NON -CONCURRENT HVAC LOAD. CIRCUIT BREAKER PANEL - '1C' SERVICE: 120/208V, 3PH, 4W BUSS: 200 AMP MLO A.I.C. RATING: 10,000 SPACES: 30 MTG: FLUSH CKT CB WIRE COND GND LOAD DESCRIPTION PH:A PH:B PH:C 1 20/1 2# 12 1/2' #12 LIGHTING 1600 3 20/1 2#12 1/2" #12 LIGHTING 1600 5 020/1 2#12 1/2" #12 LIGHTING/EF/RECEPTACLE 305 7 20/1 2# 12 1/2" #12 NIGHT LIGHTS 600 9 20/1 2#12 1/2" #12 RECEPTACLES 720 11 20/1 2#12 1/2" #12 RECEPTACLES 900 13 20/1 2#12 1/2" #12 RECEPTACLES 900 15 20/1 2#12 1/2" #12 RECEPTACLES 1080 17 20/1 2#12 1/2" #12 RECEPTACLES 900 19 20/1 SPARE 21 20/1 SPARE 23 20/1 SPARE 25 SPACE 27 SPACE 29 SPACE 2 60/2 2#6 1" #10 AH-3 4214 4 --- --- --- --- ---- 4214 6 H60/2 2#8 3/4" #10 CU-3 3224 8 --- --- --- --- --- [3224] 10 SPACE 12 SPACE 14 SPACE 16 SPACE 18 SPACE 20 SPACE 22 SPACE 24 SPACE 26 SPACE 28 SPACE 30 SPACE SUB —TOTAL LOAD 7314 7614 5329 SUB —TOTAL AMPS 61 63 44 G GFI CIRCUIT BREAKER INDICATES NON —CONCURRENT HVAC LOAD. CIRCUIT BREAKER PANEL — 42C' SERVICE: 120/208V, 3PH, 4W BUSS: 200 AMP MHO A.I.C. RATING: 10,000 SPACES, 30 MTG: FLUSH CKT CB WIRE COND GND LOAD DESCRIPTION PH:A PH:B PH:C 1 20/1 2#12 1/2" #12 LIGHTING 1600 3 20/1 2#12 1/2" #12 LIGHTING 1600 5 020/1 2#12 1/2" #12 LIGHTING/EF/RECEPTACLE 305 7 20/1 2# 12 1/2" #12 NIGHT LIGHTS 600 9 20/1 2#12 1/2" #12 RECEPTACLES 720 11 20/1 2#12 1/2" #12 RECEPTACLES 900 13 20/1 2#12 1/2" #12 RECEPTACLES 900 15 20/1 2#12 1/2" #12 RECEPTACLES 1080 17 20/1 2#12 1/2" #12 RECEPTACLES 900 19 20/1 SPARE 20/1 SPARE i21- ;3 20/1 SPARE 25 SPACE ?.7 SPACE 29 SPACE 2 60/2 2#6 1" #10 AH-7 4214 4 --- --- --- --- ---- 4214 H60/2 2#8 3/4" #10 CU-7 3224 I 8 --- --- — — — --- --- [3224] 10 SPACE 12 SPACE 14 SPACE 16 SPACE 18 SPACE 20 SPACE 22 SPACE 24 SPACE 26 SPACE 28 SPACE SPACE SUB —TOTAL LOAD 7314 7614 5329 SUB —TOTAL AMPS 1 61 63 44 G GFI CIRCUIT BREAKER INDICATES NON —CONCURRENT HVAC LOAD, CIRCUIT BREAKER PANEL — 13C' SERVICE: 120/208V, 3PH, 4W BUSS: 200 AMP MLO A.I.C. RATING: 10.000 SPACES: 30 MTG: FLUSH CKT CB WIRE COND GND LOAD DESCRIPTION PH:A PH:B PH:C 1 20/1 2#12 1/2" #12 LIGHTING 1600 3 20/1 2#12 1/2" #12 LIGHTING 1600 5 020/1 2#12 1/2" #12 LIGHTING/EF/RECEPTACLE 305 7 20/1 2# 12 1/2" #12 NIGHT LIGHTS 600 9 20/1 2#12 1/2" #12 RECEPTACLES 720 11 20/1 2#12 1/2" #12 RECEPTACLES 900 13 20/1 2#12 1/2" #12 RECEPTACLES 900 15 20/1 2#12 1/2" #12 RECEPTACLES 1080 17 20/1 2#12 1/2" #12 RECEPTACLES 900 19 20/1 SPARE 21 20/1 SPARE 23 20/1 SPARE 25 SPACE 27 SPACE 29 SPACE 2 60/2 2#6 1" #10 AH-11 4214 4 --- --- — — — --- ---- 4214 6 H60/2 2#8 3/4" #10 CU-11 3224 8 --- --- — — — --- --- [3224] 10 SPACE 12 SPACE 14 SPACE 16 SPACE 18 SPACE 20 SPACE 22 SPACE 24 SPACE 26 SPACE 28 SPACE 30 1 1 1 ISPACE SUB —TOTAL LOAD 7314 7614 5329 SUB —TOTAL AMPS 61 63 44 G GFI CIRCUIT BREAKER INDICATES NON —CONCURRENT HVAC LOAD. CIRCUIT BREAKER PANEL — '1D' SERVICE: 120/208V, 3PH, 4W BUSS: 200 AMP MLO A,I,C, RATING: 10,000 SPACES: 30 MTG: FLUSH CKT CB WIRE COND GND LOAD DESCRIPTION PH:A PH:B PH:C 1 20/1 2#12 1/2" #12 LIGHTING 1600 3 20/1 2# 12 1/2' #12 LIGHTING 1600 5 G20/1 2#12 1/2" #12 LIGHTING/EF/RECEPTACLE 305 7 20/1 2# 12 1/2. #12 NIGHT LIGHTS 600 9 20/1 2#12 1/2" #12 RECEPTACLES 720 11 20/1 2#12 1/2" #12 RECEPTACLES 900 13 20/1 2#12 1/2" #12 RECEPTACLES 900 15 20/1 2#12 1/2" #12 RECEPTACLES 1080 17 20/1 2#12 1/2" #12 RECEPTACLES 900 19 20/1 SPARE 21 20/1 SPARE 23 20/1 SPARE 25 SPACE 27 SPACE 29 SPACE 2 60/2 2#6 1" #10 AH-4 4214 4 --- --- - - - --- ---- 4214 6 H60/2 2#8 3/4" #10 CU-4 3224 8 --- --- --- --- --- [3224] 10 SPACE 12 SPACE 14 SPACE 16 SPACE 18 SPACE 20 SPACE 22 SPACE 24 SPACE 26 SPACE 28 SPACE 30 SPACE SUB —TOTAL LOAD 7314 7614 5329 SUB —TOTAL AMPS 61 63 44 G GFI CIRCUIT BREAKER INDICATES NON —CONCURRENT HVAC LOAD. CIRCUIT BREAKER PANEL — '2D' SERVICE: 120/208V, 3PH, 4W BUSS: 200 AMP MLO A,I,C, RATING: 10,000 SPACES: 30 MTG: FLUSH CKT CB WIRE COND GND LOAD DESCRIPTION PH:A PH:B PH:C 1 20/1 2#12 1/2" #12 LIGHTING 1600 3 20/1 2#12 1/2" #12 LIGHTING 1600 5 G20/1 2#12 1/2" #12 LIGHTING/EF/RECEPTACLE 305 7 20/1 2#12 1/2" #12 NIGHT LIGHTS 600 9 20/1 2#12 1/2" #12 RECEPTACLES 720 11 20/1 2#12 1/2" #12 RECEPTACLES 900 13 20/1 2#12 1/2" #12 RECEPTACLES 900 15 20/1 2#12 1/2" #12 RECEPTACLES 1080 17 20/1 2#12 1/?" #12 RECEPTACLES 900 19 20/1 SPARE 21 20/1 SPARE 23 20/1 SPARE 25 SPACE 27 SPACE 29 SPACE 2 60/2 2#6 1" #10 AH -8 4214 4 --- - - - -- - --- ---- 4214 6 H60/2 2#8 3/4" #10 CU-8 3224 8 --- --- - - - --- --- [3224] 10 SPACE 12 SPACE 14 SPACE 16 SPACE 18 SPACE 20 SPACE 22 SPACE 24 SPACE 26 SPACE 28 SPACE 30 1 1 1 1 ISPACE SUB —TOTAL LOAD 7314 7614 5329 SUB —TOTAL AMPS 61 63 44 G GFI CIRCUIT BREAKER INDICATES NON —CONCURRENT HVAC LOAD. CIRCUIT BREAKER PANEL — '3D' SERVICE: 120/208V, 3PH, 4W BUSS: 200 AMP MLO A.I,C, RATING: 10,000 SPACES: 30 MTG: FLUSH CKT CB WIRE COND GND LOAD DESCRIPTION PH:A PH:B PH:C 1 20/1 2# 12 1/2" #12 LIGHTING 1600 3 20/1 2#12 1/2" #12 LIGHTING 1600 5 G20/1 2#12 1/2" #12 LIGHTING/EF/RECEPTACLE 305 7 20/1 2#12 1/2" #12 NIGHT LIGHTS 600 9 20/1 2#12 1/2" #12 RECEPTACLES 720 11 20/1 2#12 1/2" #12 RECEPTACLES 900 13 20/1 2#12 1/2" #12 RECEPTACLES 900 15 20/1 2#12 1/2" #12 RECEPTACLES 1080 17 20/1 2#12 1/2" #12 RECEPTACLES 900 19 20/1 SPARE 21 20/1 SPARE 23 20/1 SPARE 25 SPACE 27 SPACE 29 SPACE 2 60/2 2#6 1" #10 AH-12 4214 4 — — — — — — -- — --- ---- 4214 6 H60/2 2#8 3/4" #10 CU-12 3224 8 --- --- --- --- --- [3224] 10 SPACE 12 SPACE 14 SPACE 16 SPACE 18 SPACE 20 SPACE 22 SPACE 24 SPACE 26 SPACE 28 SPACE 30 1 1 1 ISPACE SUB —TOTAL LOAD 7314 7614 5329 SUB —TOTAL AMPS 61 63F 44 G GFI CIRCUIT BREAKER INDICATES NON —CONCURRENT HVAC LOAD, tSTOFFER &_ ASSOCIATES, INC. CONSULTING ENGINEERS 13902 Smokerise Court Orlando, Florida 32832 Randall D. Stoffer, P.E. PE #37367 Phone (407) 381-4555 Fax (407) 249-1520 ELECTRICAL — HVAC — PLUMBING Certiflcote it AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel ; 954.480,8582 REVISIONS BY DATE (3) O I*-- d' N o0 L0 d" 00 CID CD C-4 CID d' NT "qr Lr) LID C� CY7 C3) w LJ� z w O U F- 9 w 8 ❑ O U C�Q I I 1 ❑ 0 x E fi� Imo, w � O F- _ L O w Q D o' L Q ® g w V ®Ii- U LL n N Q w w �-- CHECKED BY RDS DRAWN BY RDS SCALE AS NOTED JOB NUMBER 2291.02 DATE 12-2-02 DRAWING NO, ^FLOOR PLAN. 46 5CAL5 1/8"z 1'-0' CU 14x12 SUPPLY AND 13 14X12 RETURN UP TO ��,� 2ND FLOOR WITH FIRE (o� Level #1) HVAC HVAC KEYED NOTES: 1. PROVIDE AN 8" RND OUTSIDE A I R DUCT 'TU ',,vALLCAP W/ INSECT SCREEN, 2. PROVIDE A 6" RND EXHAUST DUCT TO WALLCAP W/ INSECT SCREEN. 3. PROVIDE DUCTWORK AND D I FFUSERS S I M 11_AE:. TO AH-3. 4. PROVIDE A 6" RND EXHAUST DUCT TO A 12X12 GRILLE, FLOOR PLAN (Level #2) HVAC 11�E,>.o 44' A/C LEGEND ; WS WALL SWITCH SD SMOKE DETECTOR HG HEAT DETECTOR (FIRE STAT) OTHERMOSTAT O KEYED NOTE: EF EQUIPMENT TAG: ( ex. EF-1) 1 —� SUPPLY AIR DIRECTION —'l—j RETURN A I R DIRECTION UUC� UNDER CUT DOOR 1" MIN UNLESS INDICATED N SUPPLY AIR DUCT OR GRILLE RETURN AIR DUCTOR GRILLE EXHAUST AIR DUCT OR GRILLE PD GRILLE MARKER: INDICATES 8It 0 TYPE " PD" GRILLE WITH 8" ROUND 150 NECK, BALLANCE FOR 150 CFM, FLEXIBLE DUCT: SIZE TO MATCH .I'� DIFFUSER NECK SIZE, UNLESS OTHERWISE INICATED. _ice. FLEX DUCT COLLAR W/OBD SPLITTER DAMPER 45 DEC TAP WITH DAMPER a DUCT TRANSITION OPPOSED BLADE DAMPER (OBD) —V FIRE DAMPER WITH ACCESS DOOR tSTOFFER & ASSOCIATES, INC. CONSULTING ENGINEERS 13902 Smokerise Court Orlando, Florida 32832 Randall D. Stoffer, RE. PE #37367 Phone (407) 381-4555 Fax (407) 249-1520 ' ELECTRICAL — HVAC — PLUMBING Certificate # AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel 954,480.8582 REVISIONS BY DATE U z NNW L� z W U `W U W X W CI Q n D CHECKED BY RDS DRAWN BY RDS a7 a 00 I` v LO NT (U " 00 d' rf' It LID L0 0) (y) O O In- w O C) z O F- LL F- 2 ® w 0M L® 9w C) IL tw w C) III SCALE AS NOTED JOB NUMBER 2291.02 DATE 12-2-02 DRAWING NO. PO OF DRAWINGS -------------------------------------------------------•----------- i m 12xt2 SUPPLY AND 12XI2 RETURN DOWN TO 2ND FLOOR WITH FIRE ,9N,FLOOR PLAN (Level #31HVAC ASHRAE 62-1989 REQUIREMENTS; APPLICATION QUANITY AREA OCCUPANCY OUTSIDE AIR INTERMITTENT OUTSIDE AIR OF PEOPLE SF SF / PERS CFM/PER OCCUPANCY REQUIRED OFFICE AREAS 18,108 143,0 20 100% 2,533 BLDG LOBBY 1,074 400.0 20 100% 54 NONOCCUPIED AREAS, WALLS, MECH, ELEC RMS 4,092 400.0 0 100% 0 TOTAL 23,274 2,586 OUTSIDE AIR PROVIDED; EQUIPMENT DESIGNATION NOMINAL SUPPLY OUTSIDE AIR TONS CFM CFM AH-1 5. 0 1, 700 225 AH-2 5. 0 1, 700 225 AH-3 5. 0 1, 700 225 AH-4 5. 0 1, 700 225 AH-5 5, 0 1, 700 225 AH-6 5. 0 1, 700 225 AH-7 5. 0 1, 700 225 AH-8 5. 0 1, 700 225 AH-9 5, 0 1, 700 225 AH-10 5. 0 1, 700 225 AH-11 5. 0 1, 700 225 AH-12 5. 0 1, 700 225 AH-13 5. 0 1, 800 150 TOTALS 2, 850 1 1 I 1 1 Certificate # AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel 954.480,8582 REVISIONS BY DATE m I` CD v N 00 LO mqr 00 00 Cfe) 00 N U V 0') 0) z w iz rz z z z 0 U � `z 01-0 ® O U Q ~ z © C) � z Q LL W --� p 1-Y (n U �Q v J J LL O W D ® a 00 U LL m Q p w N Q w w U Q 0 CHECKED BY RDS DRAWN BY RDS SCALE AS NOTED JOB NUMBER 2291.02 DATE 12-2-02 DRAWING NO. STOFFER & ASSOCIATES, INC. CONSULTING ENGINEERS 13902 Smokerise Court Orlando, Florida 32832 Randall D. Stoffer, P.E. PE #37367 Phone (407) 381-4555 Fax (407) 249-1520 ELECTRICAL — HVAC — PLUMBING ., SPLIT SYSTEM SCHEDULE 208/1 PH AH CU- MARK AH/CU-1, 2, 3, 4 AH/CU-5, 6, 7, 8 9, 10, 11, 12 AH/CU-13 SYSTEM TYPE (COOLING/HEAT PUMP) CLG/ELEC HTG CLG/ELEC HTG CLG/ELEC HTG CLG/ELEC HTG AREA SERVED SEE SEE SEE SEE PLANS PLANS PLANS PLANS AIR HANDLER DATA: MANUFACTURER TRANE TRANE TRANE TRANE MODEL NO, TWE060C TWE060C TWE060C TWE060C WEIGHT (LBS) 200 200 200 200 CABINET TYPE (VERT/HORIZ) VERT VERT VERT VERT CFM TOTAL 1700 1700 1700 1800 CFM 0. A. 225 225 225 150 E. S. P. ( " W. G. ) 15 .5 15 15 H. P. /F. L. A. 50/5, 9 50/5. 9 50/5, 9 50/5, 9 RPM ( SPEED) (MED) (MED) (MED) ( MED) ELECTRIC HEATER KW 7.2 7.2 7.2 7.2 HEATER STAGES 1 1 1 1 HEAT LOCATION (DUCT/INT.) INTERNAL INTERNAL INTERNAL INTERNAL VOLTAGE (V/PH/60) 208/1/60 208/1/60 208/1/60 208/1/60 POWER CONN. (SINGLE/MULTI) SINGLE SINGLE SINGLE SINGLE MAX FUSE 60 60 60 60 CONDENSING UNIT DATA: MANUFACTURER TRANE TRANE TRANE TRANE MODEL N0, TTRO60C TTRO60C TTRO60C TTR060C WEIGHT (LBS) 260 260 260 260 COMP, QTY 1 1 1 1 COMP. F. L. A. ( EA. ) 29.1 29. 1 29.1 29. 1 COMP. L. R. A. ( EA. ) 141,0 141.0 141.0 141. 0 FAN QTY 1 1 1 1 COND FAN H. P. ( EA) .25 .25 .25 .25 COND FAN F. L. A. ( EA) 1. 9 1. 9 1. 9 1. 9 VOLTAGE (V/PH/60) 208/1/60 208/1/60 208/1/60 208/1/60 MCA 38.0 38.0 38.0 38,0 MAX FUSE 60 60 60 60 SYSTEM DATA 95 DEG F AMB : TOTAL COOLING (TMBH) 58.2 58.2 58.2 58.2 SENSIBLE CAPACITY (SMBH 39.2 39.2 39. 2 39.2 ENT, A I R TEMP. ( F) ( DB/WB� 80/67 80/67 80/67 80/67 COMPRESSOR STAGES 0/100 0/100 0/100 0/100 �%) HEATPUMP CAPACITY MBH) - - - - A. R. I . SYSTEM EFFICIENCIES: SEER/HSPF 10. 20/1. 0 10. 20/1. 0 10. 20/1. 0 10. 20/1. 0 EER/IPLV/COP - - - - REMARKS: SEE BELOW SEE BELOW SEE BELOW SEE BELOW SPLIT SYSTEM NOTES: 1. ALL UNITS MUST BE UL LISTED AND ARI CERTIFIED. 2. PROVIDE LIQUID LINE FILTER -DRYER SIGHT -GLASS AND SOLENOID VALVE. 3. PROVIDE SERVICE VALVES ON SUCTION AND LIQUID LINES. 4. PROVIDE SHORT -CYCLE PROTECTION CIRCUIT FOR COMPRESSOR, 5. PROVIDE CRANKCASE HEATERS IN COMPRESSORS. 6. PROVIDE HIGH & LOW PRESSURE CUTOUTS. 7. PROVIDE ONE YEAR WARRANTY ON UNIT, 5 YEAR WARRANTY ON COMPRESSOR, 8, PROVIDE BUILT-IN FACTORY WIRED UL ELECTRIC HEATER W/HEATER CONTROL PACKAGE. 9. PROVIDE BUILT-IN CIRCUIT BREAKERS ON ALL AHUS. 10, PROVIDE PROPER VIBRATION ISOLATION AS PER DRAWINGS AND SPECIFICATION, IF NOT SHOWN, AS PER MANUFACTURER'S RECOMMENDATION. 11. SIZE AND RUN COPPER REFRIGERANT PIPING AS PER MANUFACTURERS PUBLISHED REC()MMENDATIONS TO PROVIDE LISTED SENSIBLE AND TOTAL MBH. 12. PROVIDE 1/2" THICK ARMAFLEX FIRE RETARDANT PIPING INSULATION ON A/C CONDENSATE LINES, 1/2" THICK ON REFRIGERANT SUCTION LINES 2-5/8" AND SMALLER, AND 3/4" ON ALL LINES LARGER THAN 2-5/8". PAINTED WHITE (2 COATS) WHEN EXPOSED TO SUNLIGHT. 13. PROVIDE TWO SETS OF 1" OR 2" 40% FILTERS TRI-DIM ES60M THROW AWAY FILTERS (561-287-3839). 14. E. S. P. DOES NOT INCLUDE COIL OR CABINET LOSSES. 15. COMPRESSOR MOUNTS, 16. UNLESS OTHERWISE NOTED CAPACITIES AND EFFICIENCIES ARE AT ARI CONDITIONS: 17, COORDINATE WITH ELECTRICAL CONTRACTOR BEFORE BIDDING OR ORDERING ANY EQUIPMENT. 18. SEE GENERAL, AIR CONDITIONING, DUCTWORK, AND COORDINATION NOTES FOR OTHER FIELD SUPPLIED ITEMS. 19. PROVIDE A/C UNITS WITH HEATING AND COOLING THERMOSTAT WITH FAN ON -OFF -AUTO SWITCH. . SET STAT FOR FAN IN AUTO MODE. FAN SHALL NOT RUN UNLESS THE COMPRESSOR OR HEATER IS ON. 20, PROVIDE EVAPORATOR FROST CONTROL. 21. ELECTION BASED ON TRANE, PROVIDE EQUAL BY CARRIER OR LENNOX, FAN SCHEDULE MARK EF-1, 2, 3, 4 EF-5, 6, 7, 8 EF-9, 10, 11, 12 QUANITY 4 4 4 TYPE CEILING CEILING CEILING SERVICE RESTROOMS RESTROOMS RESTROOMS MANUFACTURE GREENHECK GREENHECK GREENHECK MODEL NO, SP-7 SP-7 SP-7 WEIGHT 10 10 10 AIR DATA: C. F. M. 100 100 100 S. P. .25 . 25 .25 RPM 950 950 950 B. H. P. ( WATTS) (80) (80) (80) TIP SPEED SONES - 2.3 - 2.3 - 2,3 MOTOR DATA: DRIVE DIRECT DIRECT DIRECT R. P. M. 950 950 950 H. P. ( WATTS) (80) (80) (80) VOLT-PH-HZ 120/1/60 120/1/60 120/1/60 REMARKS 1, 2, 3, 4 1, 2, 3, 4 1, 2, 3, 4 FAN NOTES 1. SELECTION BASED ON GREENHECK, PROVIDE EQUAL BY PENN, LORAN COOK, OR ACME. 2. PROVIDE MOTOR STARTERS AND ALL ASSOCIATED CONTROLS ON ALL FANS. 3, PROVIDE BACK DRAFT DAMPER FOR ALL EXHAUST FANS, 4. SWITCH WITH LIGHTS. mmmmmmmmma GENERAL NOTES: 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, ACCESS PANELS, CONTROL SYSTEMS, DEVICES, PERMITS AND SERVICES NECESSARY FOR FURNISHING AND INSTALLING OF A COMPLETE SERVICEABLE MECHANICAL SYSTEM, 2. ALL MECHANICAL SYSTEMS ARE TO BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE NFPA STANDARDS, ANSI STANDARDS, THE LOCAL BUILDING CODE, PLANS AND SPECIFICATIONS. 3, ALL MATERIALS SHALL BE NEW (UNLESS OTHERWISE INDICATED) AND ANY DAMAGED EQUIPMENT SHALL BE REPLACED, 4. CONTRACTOR WILL WARRANTY ALL MECHANICAL SYSTEMS, EQUIPMENT, PARTS AND LABOR FOR A PERIOD OF ONE (1) YEAR AFTER C.O. 5. PROVIDE 6 SETS OF SUBMITTALS FOR REVIEW BY ARCH/ENGR PRIOR TO PURCHASING ANY EQUIPMENT OR MATERIALS. SUBMITTALS SHALL INCLUDE ALL ITEMS AND MATERIALS SUPPLIED BY CONTRACTOR, SUBMITTALS SHALL HAVE A SUMMARY SHEET SHOWING ALL SCHEDULED INFORMATION. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT REVIEWED SUBMITTALS SHALL BE REMOVED AND REINSTALL AT ARCH/ENGR DISCRETION WITH NO ADDITIONAL COMPENSATION TO CONTRACTOR, 6. PROVIDE 2 SETS OF MAINTENANCE AND OPERATION MANUALS ON ALL MECHANICAL EQUIPMENT OR SYSTEMS. 7. ALL LOUVERS, GRILLES, PIPING, ETC, SHALL BE PAINTED TO MATCH SURROUNDING COLOR AND TEXTURES AS REQUIRED BY ARCHITECT. VERIFY COLOR AND TEXTURE WITH ARCHITECT. PAINT ALL EXPOSED MECHANICAL EQUIPMENT WITH BENJAMIN MOORE EPDXY ENAMEL 182, 8. ALL OPENINGS IN BUILDING STRUCTURE, FOR DUCTWORK, PIPING, ETC. TO BE 1/2" LARGER( ON ALL S IDES) THEN THE OUTSIDE DIMENSIONS. FILL VOIDS WITH FIRE RETARDANT SILICONE FOAM (I.E. CHASE -FOAM CTC PR-855 BY CHASE TECHNOLOGY CORP.). MECHANICAL EQUIPMENT NOTES: 1. ALL MECHANICAL EQUIPMENT SHALL BE ARI & U.L. LISTED WHERE APPLICABLE AND RATED FOR THE REQUIRED SERVICE, PRESSURES, TEMPERATURES, AND SHALL BE PROVIDED WITH ALL NECESSARY TRANSFORiv=RS, SEALS, VALVES, CONNECTIONS, ETC, TO FUNCTION PROPERLY, 2. ALL INSULATION wLL'_ HAVE FIRE/SMOKE RATING LESS THAN 25/50. 3, PROVIDE A MIN. OF 3' CLEARANCE IN FRONT OF ALL 120-240 VOLT RATED AND 4' CLEARANCE IN FRONT OF ANY 480 VOLT RATED PANELS AND DISCONiNECTS. PROVIDE ADEQUATE SIDE CLEARANCE PER NEC. 4. PROVIDE MOTOR STARTERS FOR ALL MOTORS. 5. PROVIDE IONIZATION TYPE AIR DUCT SMOKE DETECTORS WITH ACCESS DOORS WHERE INDICATED ON PLANS, ALL SMOKE DETECTORS SHALL BE BY ONE MANUFACTURE, COORDINATE VOLTAGE ETC. WITH ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHALL SHUT DOWN ASSOCIATED AIR MOVING EQUIPP-j1^NT AND ALL AIR MOVING EQUIPMENT SERVING THAT COMMON PLENUM, CONNECT SMOKE DETECTOR TO BUILDING CENTRAL FIRE ALARM SYSTEM, IF BUILDING DOES NOT HAVE A CENTRAL FIRE ALARM SYSTEM, PROVIDE REMOTE ANNUNCIATOR WITH PIEZO ALERT IN OCCUPIED AREA (PER NFPA 90A), SMOKE DETECTOR SHALL BE "SYSTEM SENSOR" - DH400ACDC WITH 21-390 ANNUNCIATOR OR EQUAL. 6, PROVIDE BACKDRAFT DAMPERS ON ALL EXHAUST FANS AND/OR INLINE FANS. 7. PROVIDE FLEXIBLE DUCT CONNECTORS, RATED AS REQUIRED, TO ALL FANS, A/C UNITS, OR MECHANICAL EQUIPMENT, EXCEPT FANS USED FOR GREASE EXHAUST. 8. PROVIDE VIBRATION ISOLATORS ON ALL MECHANICAL EQUIPMENT AS CALLED FOR IN THE SPECIFICATIONS. IF NOT SPECIFIED, AS RECOMMENDED BY MANUFACTURER FOR QUIET AND VIBRATION FREE OPERATION. 9. PROVIDE A MIN. OF 10' CLEARANCE BETWEEN O/A INTAKES AND VTR OR EXHAUST OPENINGS. 10. HVAC CONTRACTOR SHALL TEST AND BALANCE ALL MECHANICAL EQUIPMENT AND AIR DEVICES, EXTRACTORS, DAMPERS, A/C UNITS, FANS, ETC. TO PROVIDE THE DESIGN QUANTITIES AS SHOWN ON THE PLANS OR SCHEDULES, 11, RUN CONDENSATE DRAINS TO DRYWELL AS REQUIRED. CONDENSATE DRAINS SHALL BE A MINIMUM OF 3/4" UP TO 10 TONS. CONDENSATE DRAINS SHALL BE COPPER WITH 1/2" ARMAFLEX INSULATION. 12. ALL PIPING AND DUCTWORK SHALL BE SLEEVED THRU WALLS, BEAMS, SLABS, ETC, AS REQUIRED AND COORDINATED WITH THE STRUCTURAL ENGINEER. PROVIDE NECESSARY TRANSITIONS AS REQUIRED FOR DUCTWORK INSTALLATION, 13, CONTRACTOR WILL PROTECT THE AIR-CONDITIONING UNITS AND DUCTWORK IN THE FOLLOWING MANNER, PRE -FILTER ALL RETURN AIR GRILLES WITH ROLL TYPE FILTER MEDIA AND REPLACE IT AS NEEDED THROUGHOUT THE CONSTRUCTION PERIOD. EQUIPMENT MUST NOT BE STARTED FOR ANY PURPOSE UNTIL THE DRYWALL SANDING, ECT, IS COMPLETED. ONCE DRYWALL SANDING IS COMPLETED, THE UNITS MAY BE STARTED ONCE THE ABOVE PRE -FILTERING IS COMPLETED. DUCTWORK & ACCESSORIES NOTES : 1. ALL DUCTWORK SHALL BE AS FOLLOWS: a) SUPPLY - MANVILLE SUPERDUCT 1-1/2" 3/4 LB FIBERGLASS DUCTBOARD R=6. 0. b) RETURN - MANVILLE SUPERDUCT 1-1/2" 3/4 LB FIBERGLASS DUCTBOARD R=6. 0. c) FLEX DUCT - THERMAFLEX G-KM R=6. 0. d) O/A - GALV. SHEETMETAL W/ 1" 3/4 LB WRAP e) EXHAUST - GALV. SHEETMETAL 2. ASSEMBLE, INSTALL, AND SEAL DUCTWORK IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARD". UNLESS OTHERWISE NOTED ON PLANS CONSTRUCT DUCTWORK TO 2" DUCT CLASS, SEAL CLASS " B" , AND LEAKAGE CLASS 12, 3. SEAL ALL SHEETMETAL DUCTS JOINTS WITH RCD #8 MASTIC. 4. MAKE JOINTS FOR DUCT WRAP AND DUCTBOARD WITH GLASS FABRIC AND VAPOR BARRIER COATING TO 30 MILL DRY FILM THICKNESS, RCD #9. 5. CONTRACTOR SHALL PROTECT ALL FIBERGLASS INSULATION PRODUCTS FROM DAMAGE, INSULATION PRODUCTS SHALL NOT BE ALLOWED TO GET WET, INSULATION DAMAGED AS A RESULT OF MOISTURE, VANDALISM, OR CONSTRUCTION TRAFFIC SHALL BE REPLACED. 6. PROVIDE RUSK I N " D I BD2" TYPE " B" FIRE DAMPERS (UL 555 DYNAMIC RATING) WITH ACCESS DOORS WHERE INDICATED ON PLANS, 7. USE RADIUS RECTANGULAR FITTINGS OR TURNING VANES IN ALL SUPPLY DUCT ELBOWS, CONICAL BRANCH TAKE -OFFS, SPLITTER DAMPERS WHERE INDICATED ON DRAWINGS AND VOLUME CONTROL EXTRACTORS IN ALL BRANCH DUCTS OR DIFFUSER CONNECTIONS. 8. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 9. PLANS ARE DIAGRAMMATIC. IN GENERAL DUCT OFFSETS HAVE NOT BEEN SHOWN. A/C CONTRACTOR SHALL COORDINATE THESE AS REQUIRED WITH BUILDING STRUCTURE AND OTHER TRADES. 10. TERMINAL AIR DISTRIBUTION DEVICES SHALL BE TITUS AS FOLLOWS: a) CD CEILING DIFFUSER MODEL TDCA-AA, 24X24 MODULE TYPE 3 FRAME, WITH SQUARE OR ROUND NECK. PROVIDE 4-WAY AIR PATTERNS UNLESS OTHERWISE SHOWN ON PLANS. b) RAG RETURN AIR GRILLE MODEL 350FL. c) TG TRANSFER AIR GRILLE MODEL 350FL. d) WL WALL LOUV 'R " AMER I CAN WARMING" LE-31 11, PAINT DUCTWORK VISIBLE BEHIND AIR DISTRIBUTION DEVICES MATTE BLACK. COORDINATION NOTES: 1. A/C CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS WORK FOR SIZE, LOCATION, CLEARANCE, ACCESS AND ELECTRICAL CHARACTERISTICS WITH ALL OTHER TRADES AND TO PROVIDE SHOP DRAWINGS TO THE ENGINEER FOR REVIEW BEFORE INSTALLATION OF DUCTWORK OR EQUIPMENT. SHOP DRAWING WILL INCLUDE BEAM OR STRUCTURE ELEVATION: & REQUIRED EQUIPMENT ACCESS AREAS. 2. WALL, ROOF, AND CEILING OPENINGS INDICATED ON CONTRACTOR DRAWINGS ARE NOMINAL DIMENSIONS ONLY AND ALL DUCT, PIPE OR EQUIPMENT PENETRATIONS SHALL BE SLEEVED AND FIRE RATED AS REQUIRED, ADJUST OPENINGS 3, COORDINATE LOCATION OF CEILING DIFFUSERS, GRILLES AND REGISTERS IN THE FIELD WITH LIGHTS, SPRINKLERS AND ARCHITECTURAL ELEMENTS. 4. COORDINATE LOCATION OF A/C UNITS, THERMOSTATS, FANS AND DUCTWORK WITH BUILDING STRUCTURE AND OTHER TRADES SO THAT NO INTERFERENCES OCCUR, 5. IN GENERAL, DUCT OFFSETS HAVE NOT BEEN SHOWN, A/C CONTRACTOR TO COORDINATE THESE AS REQUIRED. 6. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCH, PLUMBING, ELECTRICAL AND STRUCTURAL PLANS, DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, oilSTO_FFER & ASSOCIATES, INC. CONSULTING ENGINEERS 13902 Smokerise Court Orlando, Florida 32832 Randall D. Staffer, P.E. PE #37367 Phone (407) 381-4555 Fax (407) 249-1520 ELECTRICAL - HVAC - PLUMBING Certlflcate # AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel : 954.480.8582 REVISIONS BY DATE N u0 00 1 it 00 CS0 00 CV 00 11, C-) --It � LO Z w z Ld z O U �= W 0- ® O U 17- X LL LJJ Q O J r U Q � '�- z ® c) W D ® N LL0 ca Q 0 g U� 0 LLw 0 LL cr_ ELN Q w r Q 0 CHECKED BY RDS DRAWN BY RDS _ SCALE AS NOTED JOB NUMBER 2291.02 DATE 12-2-02 DRAWING NO. OF DRAWINGS i I I NOTE: 1, ALL REFRIGERANT PIPE AND INSULATION SHALL BE INSTALLED OUTSIDE AIR SMOKE DETECTOR SECTION BY SECTION AT THE SAME TIME AND IN CONJUNCTION DUCT WHEN SHOWN ON WITH THE INSTALLATION OF THE PVC REFRIGERANT PIPE CHASE. ON FLOOR PLANS 2, ALL REFRIGERANT PIPING INSTALLED IN THE PVC CHASE SHALL BE CAPPED AND PRESSURE TESTED ACCORDING TO SPECIFICATIONS PRIOR VOLUME DAMPER TO INSTALLATION OF CONCRETE SLAB, FIN, CEILING S SUPPLY AIR DUCT CONDENSING UNIT (TO FLEXIBLE CONNECTION BE INSTALLED ON 1" THICK NEOPRENE ISO- LATION PADS) FLEXIBLE SEAL TIGHT BRANCH DUCT ATTACHED TO ELEC- TRICAL CONDUIT ELECTRICAL CONDUIT A/C UNIT W FOR LOW VOLTAGE RETURN AIR DUCT CONTROL WIRING f ______ /- MANUAL DAMPER WITH ----- L = 1/4 W,(4" MIN.) QUADRANT LOCKING LEVER AIR HANDLING UNIT MIN, 4" HIGH VENT GRADE '. . 2 MIN rrrirrr 4" MAX 7 L FLEXIBLE rr CONCRETE SLAB CONNECTION C R/A PLENUM BASE _---_- - ______ / 2" CONDENSATE DRAIN PAN SUPPLY DUCT AIR FLOW C VIBRATION ISOLATION REFRIGERANT PIPES EXTEND CONDENSATE LINE L C T 7R RRnAA I IN T T r`nNnFNqATF � / I I / FIN. FLOOR / I I / I I PIPE CHART SUCTION PVC REFRIGERANT PIPE SIZE PIPE CHASE SIZE „ T „ 1-7 8" TO 2-5 8' 6" PVC nnrw-vnnmv .,vr r ten, REFRIGERANT PIPE CHASE.CUT OFF 1" ABOVE GRADE AND SEAL W/FOAM FILL INSULATION SEE SPECIFICATIONS FOR PIPE TYPE AND INSULATION REQUIREMENTS �.. ��. ..,..., CLEANOUT WITH ..... - -• •-- •- ' - DRAIN CONNECTION (3/4" MINIMUM) THREADED PIPE CAP RETURN DUCT AIR FLOW TRUNK LINE i nnu n nlnlCl 3-18 TO 4-1 8 8 - VI Inl1�,... SUPPORT AS REQ' D AIR HANDLING UNIT DETAIL CONDENSING UNIT PIPING DETAIL CONDENSATE TRAP DETAIL 3 BRANCH DUCT TAKEOFF DETAIL N, T, S. AHU-V1C N. T, S. CU-PC F2� 4 N. T. S. COND-TR2 IM4 N. T. S. FM4 45DEGTAP NOTE, TYPICAL Z BAR SUPPORT TO HANG DUCTS ACCORDING AND WIRE DUCT STRUCTURE ABOVE TO SMACNA STANDARDS HANGING DETAIL 3/8" THREADED RODS SHEETMETAL li DUCTWORK II II ® J 24" DIAMETER MIN. LLOW VOLTAGE CORROGATED BLACK i CONTROL CONDUIT PLASTIC PIPE CONDENSATE PIPE - FLOW O REFRIGERANT Q Q O Q Q O Q O CQQ Q� LIQUID LINE Q OQ v0 Q�Q Q Op o TYPICAL HANGING TYPICAL CHANNEL Q ' ter' O Q p O O ID AND STRAP DUCT INSTALL NEOPRENE O STRAP DETAIL HANGING DETAIL INSULATING MATERIALHANGIQ O p O STRAP AND SADDLQ 0 � Q Q 000 0 Q O Q Q O q BETWEEN COPPER Q I PIPE & GALVANIZED 2 -0 q O Q O O Q q pLl 3/4 CRUSHED BRACKET p n a p Q Q q Q pQ Q ROCK WHITE p NOTE: ALL STRAP SHALL BE O q� O O O �O Q 00 � CEILING A MINIMUM OF 1-1/2,26 GA Q O Q Q p q O VQQ q GRILL GALVINIZED STEEL. WITH A ALL THREAD REFRIGERANT Q O Q V O p Q Q Op 6 FT MAXIMUM SPACING. ROD, NUT & SUCTION LINE O Q ID ID Q Q OQ O O WASHER q NOTES; 1, - PROVIDE BACKDRAFT DAMPER Q a QQ O� �Q Q pQ Qa �Q p �p 2. - SUF`!)RT FAN FROM STRUCTURE A METHODS OF HANGING DUC TS 5 PIPE SUPPORT DETAIL 6 DRYWELL DETAIL T CABINET CEILING PAN DETAIL 8 HANGOUCT N. T. S. HANGPiPE N. T. S. DRYWELL4 N. T. S. FANCEIL3 N. T. S. SAMPLING TUBE INSULATION PLUG INSULATED PLENUM BOX —"� AIRFLOW DISCHARGE TUBE INSULATED DUCT \ ALTERNATE FOR LOW CLEARANCE INSULATED ACCESS `NEOPRENE GASKET NC N. T. S. ` PANEL \ --SMOKE DETECTOR HOUSING SMOKE DETECTOR PROVIDE ACCESS FOR ` ENSURE SMOKE DETECTOR REMOVING SAMPLING TUBES, \ - 6" SHEETMETAL EXTENSION COLLAR HOUSING BAFFLE IS IN PLACE REPLACE HOUSING COVER PROMPTLY SUSPENDED T-BAR FOLLOWING SERVICING TO AVOID CEILING GRID 26 GAUGE COLLAR FALSE ALARMS i��+ t� LAY -IN ACUSTICAL CEILING TILE;7 t { NOTES: .y 1. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTION, 2. COORDINATE VOLTAGE AND TYPE WITH ELECTRICAL AND SUPPLY AIR GRILLE FIRE ALARM CONTRACTORS, _ 3. SAMPLING TUBE MUST BE INSTALLED ACROSS GREATEST +��p DUCT DIMENSION. i C] SUPPLY AIR GRILLE s DUCT SMOKE DETECTOR DETAIL 10 NTS SDET-1 M4 N. T. S. CD-1 M4 n tSTOFFER & ASSOCIATES, INC. CONSULTING ENGINEERS 13902 Smokerise Court Orlando, Florida 32832 Randall D. Staffer, P,E, PE #37367 Phone (407) 381-4555 Fax (407) 249-1520 ELECTRICAL — HVAC — PLUMBING Certlflcote # AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel ; 9 54, 480, 8582 REVISIONS BY DATE (3) 1� LO It CC) co U � 0) z Li 91 L_d z z W z o U W CL U ® O U C Q I® W x Q LL W -� O T_ CnLL ® U w D ® U_ m Q ® w ® U N Q� w w VJ Q CHECKED BY RDS DRAWN BY RDS SCALE AS NOTED JOB NUMBER 2291.02 DATE 12-2-02 DRAWING NO. r• a E 9N,FLOOR PLAN (Level #1 PLUMBING 9N,FLOOR PLAN_ (Level #2) PLUMBING. �F KEYNOTES; 1O 4" SANITARY TO MAIN AT 1 /8"/FT. 2O 1-1/4" WATER SERVICE FROM WATER METER AND BACK FLOW PREVENTOR, REFER TO CIVIL ENG'S DWG'S FOR CONTINUATION, O3 3/4" HOSE BIBB W/ SHUT OFF VALVE AND VACUUM BREAKER. ® SLEEVE PIPING THRU WALL IN P.'V.0 SLEEVE PACK WATER TIGHT. O5 PIPING RUNS ABOVE DROPPED (EILING. �7 WATER RISER. ® 4" SANITARY RISER IN 1 HR RATED WALL. FIRE CAULK ENTRY AND EXIT, SEE ARCHITECTURAL PLANS FOR DETAILS. tSTOFFER & ASSOCIATES INC. CONSULTING ENGINEERS 13902 Smokerise Court Orlando, Florida 32832 Randall D• Staffer, P.E. PE #37367 Phone (407) 381-4555 Fax (407) 249-1520 ELECTRICAL — HVAC — PLUMBING Certlflcote # AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel ; 954.480.8582 REVISIONS BY DATE �7 I` C:) d' N L0' oU r 00 ( CC) (114 00 er r l / d' 0) d' 0) zLi I- W z W z O U F- 9 W � U �! Q 17- W ❑ C) ::) u x Q � W O _ Q �� �w N Q w w �" cn CHECKED BY RDS DRAWN BY RDS SCALE AS NOTED JOB NUMBER 2291.02 DATE 12-2-02 DRAWING NO. OF DRAWINGS A a- I— — I I I L—_._---- I ---_—__..------ --- ---.------- ---- --J FLU SCALE: I/a" = 1'-0' --------------------------------------------------------I I OR PLAN (Level #3' PLUMBING I I I I I i I I I I I I I I I I — J KEYNOTES:- 0 WATER RISER. ® 4" SANITARY RISER IN 1 HR RATED WALL, FIRE CAULK ENTRY AND EXIT, SEE ARCHITECTURAL PLANS FOR DETAILS, G� V STOFFER & ASSOCIATES, INC. _ CONSULTING ENGINEERS 13902 Smokerise Court Orlando, Florida 32832 Randall D, Stoffer, P,E. PE #37367 Phone (407) 381-4555 Fax (407) 249 —1520 1 ELECTRICAL — HVAC — PLUMBING Certlflcote # AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel ; 954.480.8582 REVISIONS BY DATE 0) O CV � L0 qqr CID 00 00Nt Ui m m z W� W z z W z O U �- W 0 �- o O U W Q ❑ 0 x JO ct �_ LL W Q J U Q LL-O w D 0 cl� U LJL m Q O 9w U r*-- LL U LL C� N Q LLI w CHECKED BY RDS DRAWN BY RDS SCALE AS NOTED JOB NUMBER 2291 _02 DATE 12-2-02 DRAWING NO. OF DRAWINGS r/2 � 1 2 r/2 ,SANITARY ISOMETRIC N.T.5. 0'*" r.TG CT G T, KEYNOTES: 1O 4" SANITARY TO MAIN AT 1/8"/FT. (48 F.U.) 2� 1-1/4" WATER SERVICE FROM WATER METER AND BACK FLOW PREVENTOR. REFER TO CIVIL ENG S DWG'S FOR CONTINUATION. (32.4 FU) O 3/4" HOSE BIBB W/ SHUT OFF VALVE AND VACUUM BREAKER. ® SLEEVE PIPING THRU WALL IN P.V.0 SLEEVE PACK WATER TIGHT, 5� SHUT OFF VALVE. 11) h I 5e--� r2--�WATER ISOMETRIC_ STOF_FER_ & ASSOCIATES, INC. CONSULTING ENGINEERS 13902 Smokerise Court Orlando, Florida 32832 Randall D. Stoffer, P.E. PE #37367 Phone (407) 381-4555 Fax (407) 249-1520 1 ELECTRICAL — HVAC — PLUMBING Certificate # AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel : 954,480.8582 REVISIONS BY DATE CV u' o0 WIT 00 (0 00 C`\j 00 It n LO (3) Cy) z F- W z W z O U F- 9 W 0 �- �® 0 U Q �. W 0 � -J X Q �0 E2 LL W Q j cn u Q u- ® w ad [l- U Q �1 e U� 00 � LL <rj� � Lm [L (y W w U Q CHECKED BY RDS DRAWN BY RDS SCALE AS NOTFED JOB NUMBER 2291.02 DATE 12-2-02 DRAWING NO. OF DRAWINGS O•0 • p10 j°o 0'p ,, o0yr� p'•0 o , pj<Oo OJO7W 00• p Y•vo• •�0,4 i vo• •�0:4 12" x 12" x 8" POURED CONC. BLOCK WHEN CLEANOUT IS NOT IN PAVED AREA 2—WAY, CLEAN —OUT AT GRADE ZURN 2N-1400 CLEAN -OUT COVER eo : 4 d O 0_10 SAME SIZE AS SEWER, 1—WAY, INTERIOR CLEAN OUT F' m 4 BROOKS TRAFFIC BOX g�#1-RT COVER & B0t7Y ( TYP. ) SAME SIZE AS SEWER. 2—WAY, CLEAN —OUT AT PARKING AREA PAVING 12" -3/4" WASH ROCK TYPICAL CLEAN -OUT DETAILS N. T. S. TYPCLEAN STAINLESS STEEL COVER SCREWED TO THREADED C, ❑. PLUG FACE OF WALL WALL —TYPE CLEAN —OUT IFINISH GRADE Y•.�• �0,4 ;O° 12" x 12" x 8" POURED CONC, -SAME SIZE AS BLOCK WHEN SEWER, CLEANOUT IS NOT IN rt-SWEEP SWEEP, USE SHORT PAVED AREA SWEEP WHERE REQUIRES 1—WAY, CLEAN —OUT AT GRADE F TURN HEAD PIPE DOWN INTO STACK SHEET LEAD FLASHING MOP IN W/ ROOFING MATERIAL 12' M N, 12" MIN. RO❑PING ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCTION AS REQUIRED VENT STACK W1IE, ANY VENT PIPE WITHIN 10'-0' OF ANY DOOR, WINDOW, OR EXHAUST OPENINGS SHALL EXTEND NOT LESS THAN 3'-0' ABOVE SUCH _VENT THRU ROOF DETAIL- P.T.S. VTR REMOVABLE TI HANDLE HANGER ROD SUPPORT NUT HEAVY DUTY CLEVIS HANGER - PIPE CLEVIS HANGER SINGLE HORIZONTAL RUNS NO VAPOR BARRIER INSULATION ATION 3/4' HOSE THREAD BENT STRAP 112 ' 3/16' OVER VERT. LESS OF ANGLES — BOTTOM CHORDS ❑F STEEL JOIST HANGER ROD .ram LOCKING NUT SUPPORT NUT —HEAVY DUTY CLEVIS HANGER VAPOR BARRIER INSULATION 16 GAUGE ZINC COATED SHEET STEEL SADDLE AT LEAST 8' LONG '63NV3dO N0HAVIgN� A akRJJ0 1f1HS /M 081 SINGLE HORIZONTAL RUNS WITH VAPOR BARRIER INSULATION WELDS WEB MEMBERS ONE ANGLE ON EACH HANGER NUT SIDE OF WEB MEMBERS 1 REST ON TOP OF BOTTOM CHORDS STEEL JOISTS BETWEEN PANEL JPOINTS, SIZE FOR LOAD STEEL JOIST HEAVY DUTY CONCRETE STEEL INSERT WITH ELONGATED STRAP a°l $'vo $•os2�ee o �v��'v o a vo p?$o v & n po$o INSERT NUT J HANGER ROD CONCRETE INSERT y BEAM BEAM CLAMP STEEL BEAM HANGER ROD. SIZE AS REG, PIPE SUPPORT DETAIL N.T.S. (FOR SANITARY & WATER PIPING) /7 3/4' CONNECTION LESS FLANGE WHERE TACHED TO EXPOSED PIPING HOSE BIBB DETAIL N.T.S. P\HUSE-B JGH CHROME PLATED VACUUM BREAKER (VANDAL PROOF) PLUMBING SYMBOLS & ABBREVIATIONS S-- -- S HOT WATER PIPE �---� COLD WATER PIPE r----Jf HOT WATER RECIRCULAING Q WATER HAMMER ARRESTOR AIR CHAMBER S tv —i CHECK VALVE HOSE BIBB W/ VACUUM BREAKER & SHUT-OFF VALVE GATE VALVE <SHUT-OFF VALVE) S—SD—S STORM DRAINAGE PIPE GREASE WASTE LINE f—rAN� SANITARY LINE S—CD--S CONDENSATE LINE -i VENT LINE PRESSURE RELIEF S--DP—� DRAIN PAN S--F--f FIRE LINE S_ EGW—i EXISTING GREASE WASTE LINE S—ESAN-i EXISTING SANITARY LINE EXISTING COLD WATER PIPE S—EHW—i EXISTING HOT WATER PIPE S--£SDI EXISTING STORM DRAIN PIPE WATER CLOSET VENT THRU ROOF LAVATORY JANITOR'S SINK FLOOR SINK FLOOR DRAIN URINAL BATH TUB/SHOWER <COMBINATION) BIDET BATH TUB SHOWER ELECTRIC WATER COOLER DRINKING FOUNTAIN BAR SINK ELECTRIC WATER HEATER DISHWASHER KITCHEN SINK WASHING MACHINE ABOVE FINISH FLOOR BELOW FINISH FLOOR FLOOR CLEANOUT CLEANOUT TO GRADE WALL CLEANOUT ROOF DRAIN FIXTURE UNITS RAIN WATER LEADER EMERGENCY OVERFLOW STORM DRAIN EXISTING FLOOR CLEAN OUT HW CW HWR WHA CV HB S❑V SD GW SAN CD P&T DP F EGW ESAN ECW EHW ESD WC VTR LAV JS FS FD UR T/SH BD B/TUB SH EWC DF BS EWH DW K/SK WM AFF BFF FCO CTG WCO RD FU RWL OSD EFC❑ CONNECT NEW PIPE INTO EXISTING NOTE, NOT ALL SYMBOLS & ABBREVIATIONS APPLY TO THIS JOB. GENERAL NOTES: 1, ALL WORKMANSHIP AND MATERIAL SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2. CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3, ALL MATERIAL SHALL BE NEW, 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE, 5. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT, 6. REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF WORK. 7. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS. 8. DRAWINGS ARE DIAGRAMMATIC, DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC, 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AV❑ID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINING CONSTRUCTION, 10. VERIFY L❑CATI❑N, SIZE, INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINING CONSTRUCTION, ADVICE ENGINEER OF ANY DISCREPANCIES, 11. WATER PIPING SHALL BE TYPE CPVC. 12, S❑IL, WASTE AND VENT PIPING SHALL BE SCHED, 40 PVC, 13, AIR CONDITIONING CONDENSATE DRAIN PIPING SHALL BE COPPER DRAIN WASTE AND VENT PIPING AND FITTINGS. INSULATE ALL CONDENSATE PIPING EXCEPT UNDERGROUND AND ELECTRIC HEAT WRAP WHERE EXPOSED TO FREEZING CONDITIONS, 14. INSULATE ALL HOT WATER, W/ 3/4' ARMAFLEX, 15. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION, 16, FURNISH AND INSTALL APPROVED AIR CHAMBERS, AT EACH PLUMBING FIXTURE AND P.D,I. APPROVED SHOCK ARRESTORS ON MAIN LINES ON RISERS, ( Z-1700 SERIES ) 17. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS, 18. IS❑LATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD CHAIR FELT LINING). 19. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION W/ APPROVED FIRE STOP MATERIAL, 20, CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BU OWNER, CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 21, PROVIDE 1/2' TRAP PRIMER LINE FOR ALL FLOOR DRAINS FROM THE NEAREST PLUMBING FIXTURE, 22. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER ARRESTERS, ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING AND MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. 23. PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL GLEANOUTS - ZURN ZS-1469 SERIES C.O. OR APPROVED ACCESS PANEL, 24. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. 25. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT RO❑MS.j WATER STUBBED THRU FOR ELECTRICAL GROUND AND SPRINKLER HEAD AND PIPE W/CONTROL VALVE AS APPROVED BY LOCAL BUILDING AND FIRE DEPARTMENTS. 26, DRAINS SHALL BE AS FOLLOWS, (ZURN) 27, INTERIOR FLOOR CLEANOUTS SHALL BE ZURN ZN1400, PLUMI-DING FIXTURE SCHEDULE NAME FIXTURE TYPE MANUFACTURE & MODEL# ACCESSORIES WC-2 HANDICAPPED WATER CLOSET (TANK) CADET # 2216,143 ELONGATED WATER SAVER CHURCHOPEN FRONT SEAT, SUPPLY PIPE, MCGUIRE ANGLE (1.6 G,P.F,) STOP AND 2 BOLT CAPS, RELIANT#2385,004.002 FAUCET 3/8" L-2 WALL HUNG, LUCERNE #0355,012 W # S-3440 DRAIN LAVATORY FAUCET 3/8" FLEXIBLE SUPPLY PIPE, MCGUIRE ANGLE STOPS & ADJUSTABLE "P" TRAP, FIXTURE TYPE WATER PIPE SIZE NOMINAL SAN, SIZE MAXIMUM FLOW RATES WATER CLOSET (TANK) 1/2" 3" 1.6 GPF LAVATORY 1/2" 1 1/4" .5 GPM STOFFER & ASSOCIATES, INC. CONSULTING ENGINEERS 13002 Smokerise Court Orlando, Florida 32832 Randall D. Stoffer, P.E. PE #37367 Phone (407) 381-4555 Fax (407) 249-1520 ELECTRICAL - HYAC - PLUMBING Es Certificate # AA 0002990 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, A 33442 Tel 954.480.8582 REVISIONS BY DATE 04 CC) LO co OU co U� 0) w LL z z W _0 U L a f— 0 z U 0 X J ILL W O U) (_ Q 0 LIB � CL � � fin Q D IL O ® w C� z w � N Q r� w Q CHECKED BY DRAWN BY RDS RDS SCALE AS NOTED JOB NUMBER 2291.02 DATE 12-2-02 DRAWING NO. 115 SLALE: Vb'z1'-0' r 15-o" 56ALE: Ilb'=I'-O' 6-0' m C"Illocale # M 0002vio PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, Fl 33442 Tel : 954.480-8582 Arm or w Apo um [AMM z V . 8 ui ui D w < x < 0 U) LL 0- j:S god D 12� 0 0LL Z M CHECKED BY MAWN BY SCALE '-0 NUWER 2291-02 DATE 12-02-02 URAM6 NO, T FLOOR PLevel #__3_.) 7,723 S.F. SCALE: I/8"=1'-O" GBLOCK YIALL BREAK 5TL AN MTL AT ENi) rMJ 51" FIN AND OFF57UD YIALL D— 1/2' 6YP`-AM OD ON SEALED TO ININDON / /-INTERIOR Y'V- R-4.2 n n �l /A\ TA\ 14' 4° 5" II' -II I/2" I `—LOCKED GL05ED 32'-2 I/2" OFFICE # 1 OFFICE It 2 �. � i' Lt 5 A4 7FE 9'-"1 112' A6 /a 3 EOTTLE COOLER — AYOUT PER HOLDER (TYP)R CEPTION FE.NANTTYP SUITE-- O I 7 PERSONS � C TOILET 1,667 S.F. = 17P I IHR TENANT DEMISED PALL (UL U465) YU- R-11 ADJ SUITE TYP RENTAL UNIT LAYOUT ROOM FINISH SCHEDULE FLOOR WALL CEILING CEILING ROOM NAME FINISH RASE WALLS FINISH FINISH HEIGHT REMARKS l W t 111 Z !tl Il [� i Q -F u- U ut ut O, ltl <( O O r J) tlu u u_ 7-3CI (n 4 J> p r -A F t�i1 (L [a pu z W 111 1 u- u (LNz ltl 0 L T _t O F- W lL Z U> <r ` X Ul `I Q X 111 ll d) z i z iv X Ul LOBBY LEVEL I LEVEL 2 0 0 ® 0 9'-0' AFF LEVEL 3 ® 0 0 ® MI 9'-O' AFF 5UITE5 0 0 ® A 9'-O' AFF RESTROOMS ® O A 0 0 8'-O' AFF NON-AE50RBANT FCC 2001 1204.2 S TAIRGASE " 1,243 0 S ® 0 UNjXR51PEOFTRt55 i ELEVATOR FTI 0 0 1--lo (® 9'-O' AFF A2 19'-II' OFFICE # 4 14'-10 1/2' 5EE 5GHEME FIX MTL TRACK TO GEILIN6 RUNNER5 Hl- (2) TEK 5GREW5 EVERY RUNNER 3 5/8" 256A MTL. TRACK FA5TEN TO FLR YV- 5/4' POWER ACTUATED PIN5 24" OX. AHU (TYP) 54'02' REFUGE AREA (T(P) FIN. GEILIN6 3 5/8" 2%A MTL. 5TUD5 @ lb" O.G. W/ I LAYER OF 1/2' W. BOARD ON EACH 510E 5GREYVED TO 5TUD5 Y'V- DRYWALL SGREWS @ 12" O/G. 50HEMLED BA5E SCHEDULED FLOOR FIN 1 TYP STUD WALL 4 NT5 TYP REFLECTED CEILING PLAN SCALE: I/D'= I'-O" TYP. TOILET FIXTURE MTG. HT. NTS E3ATl-IROON LEGEND OTOILET W/- SEAT @ 19" A.F.F. (TANK TYPE) OTOILET PAPER HOLDER MOUNTED 19' A.F.F. AND WITHIN 24' HORIZONTAL OF LIP OF W.G. OGRABRAIL: 42' LONG, MOUNTED AT 33" A.F.F. �J GRABRAIL: 36" LON6, MOUNTED AT 33" A.F.F. \5/ MIRROR: 24"X38" MOUNTEI? YV- BOTTOM AT 40" A.F.F. OLAVATORY YV- 50AP 015PMER: LIP AT 34' A.F.F. WITH KNEE TOLERANCE OF 28' A.F.F. (16'XI8°) OPRIVACY 5GREEN OPAPER TOWEL 015FMER MOUNTED AT 42' A.F.F. EPDXY PAINT FIN jl PIPE WRAP 12 TACTILE 516NA&E — OOTTLE COOLER 12 PER FAG d ADA W/- CUP HOLDER (TYP) / 5 \Nfi •u \ / O Il�lltlr�ll1111R�IIPl�1�111 TYP HC TOILET LAYOUT SCALE: 3/8"=1'-O" �ermcate y AA ouumo PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel FEMI AC.°NS B'( DATE A oc I F�J C� �1 C ?l ey Q Q) 5GAI-E: I/8'z1'-0' 22'-0' RE IEWED yq Sanford Sanford ire P ve-.1tion Div. Date: 151-01 -- — 'I V - 151-01, -L mm cer1h;we # m 00mmo PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, Fl 33442 Tel : 954.480-8582 mg I I mg HEVff-"s By DME dot. IV ��� or w cc z w w M 0 C� w x w < 41 LL Imi 4:x D 0 co ILL CL z < M co CHECKED BY DRIWI BY SCALE 1/8"=1 1-091 2291-02 DATE E 12-02-02 UVWW" wi. I SCALE: 110'=1'-0' . . . . . . . . . . . . . . . . . . . . . ....................... . . . . . . . . . . . . . . . . . U- FLUOR PLAN (Level 7,723 S.F. 50ALE: I/b'=I'-0' BREAK MTL AT EN-_GMU BLOCK ML OF 5TUP WALL AND I/2 6YF`5L FIN AND 5EALED TO Y4INDOYI I/2" PIORT.M BD ON A A INTERIOR YU R 42 0 O� - llIIIIIUIIIIIIllI - -- - -- - LOCKED GL05ED 14'-4' S' 11'-II I/2' (_ Lj�' OFFICE # 1 OFFICE # 2 I in 9'-1 112' A6 OFFICE # 3 P.OTTLE COOLER — (AREA: YP SUITE LAYOUT ` REOLDER(TYP) u — O R CEPTION SINGLE TENANT ` Ff. - - TYP SUITE - O r a CUPANCY: 17 PERSONS — � C TOILET �I6NA6E 1,667 S.F. �, y I�ALC: )seyloo = TAP I = _p IHR TENANT — DEMI5ED WALL (UL U4b5) YU- R-11 5GALE: ADJ SUITE ROOM FINISH SCHEDULE FLOORKNISH WALL NG CBUNG ROOM NAME RASE WALLS FINISH FIN SH Er-j-ff REMARKS 111 (Y W _, It Il (a ul Ul L lL t- F U- 0- U_ -L 4 r _E vi U i lLl dT J� t 1 (L J) _j J) w u `L 1L ILI hlJ j[ tU U Q L v n O Il' U? > j Z-4 IL X <L IL X ll! x - !p fL X �r UI LL Ill J) (-A _x c-, ui Ul LOBBY LEVEL 1 0 ® ® — `I'-O' AFF LEVEL 2 is — 0 ® 0 b q'-O' AFF LEVEL 3 0 A 0 ® q'-O* AFF 51-1ITE5 0 ® ® 0 0 q'-O' AFF RESTROOM5 _ ® 0 ® _ _ ® 8' O' AFF NON-ABSORBANT FBG 2001 1204.2 - 5TAIRGASE " 1,243 0 0 _ _ ® VOER5VE OF TF165 ELEVATOR F11 OF ® ® ® 9'-0' AFF Iq'-II' OFFICE # 4 O 14'-10 I!2' 4'-1 1/2, Ff. AI 71 T I `- - _ —AM (TYP) Illll LI l Ll I I 54'x32' REFUSE AREA (TYP) O ( ❑ 5EE 56FCDLLE FIX MTL TRACK TO - GEILIN6 RUNNERS YV/- (2) TEK 5GRE-W5 EVERY RUNNER 3 5/b" 256A MTL. TRACK FA5TEN TO FLR W/- 3/4' FOYER ACTUATED PIN5 24" O/G. CEILING 3 5/5" 256A MTL. 5TUD5 —C Ib" D.G. YI/ I LAYER OF 1/2' 6YP. BOARD ON EACH 51DE 5GREYrED TO 5TUD5 YU- DRYNALL 5GREW5 @ 12" 0/G. SCHEDULED BASE SCHEDULED FLOOR FIN 1 TYP STUD WALL 4 NT5 � IM r 04'-(Y L 5GALE: Ilb'= I'-O" _TYP. TOILET FIXTURE MTG. HT. NT5 IM1011 � 1� I J 3 BATHROOM LEGEND OTOILET Hl- 5EAT @ 19" A.F.F. (TANK TYPE) OTOILET PAPER HOLDER MOUNTED 19' A.F.F. AND YVITHIN 24' HORIZONTAL OF LIP OF YV.C. O6RASRAIL: 42' LONG, MOUNTED AT 55" A.F.F. O6RAEIRAIL: 36" LON6, MOUNTED AT 33" A.F.F. OMIRROR: 24"X36" MOUNTED Y1/- BOTTOM AT 40" A.F.F. OLAVATORY YV- 50AP 1?15PEN5ER: LIP AT 34' A.F.F. NITH KNEE TOLERANCE OF 2b' A.F.F. (I6'XIb") OPRIVACY SCREEN gO PAPER TOYEL D15FEN5ER MOUNTED AT 42' A.F.F. I(� EPDXY PAINT FIN PIPE NRAP i2 TAGTILE 516NA6E BOTTLE COOLER PER FAt, 4ADA W/- �� / GUP HOLDER (TYP) / 5 Ulm=IBui ImmlmmiImaIt Ill TYP HC TOILET LAYOUT SCALE: C:erldicale N AA 000?W0 PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel 954,480.8582 f—cm tvS BY DAFE 0 imam It aim ui AO _ �C < ! LLI L-1 O .-j Lj^^_� L�! ® O LL 0 CHECKED BY L RAm BY SCALE JC43 NUMBER 2291-02 DATE — 12-02-02 9 56ALE: IA5"=1'-O' r • 10'-6" k.- 15'-0" ,, 15'-0' L 15'-0" 5CALE-. VV=1'-0' 22'-0' R V T _V" B Y • Sanford Fire Phew nttioon Div. Date: _�-�-- 15-0' I 15'-0' 10'-6" (D Certdicate # AA 0002VJO PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33-1-42 Tel : 954.480.8582 Effmommmmm FEVISANS BY DME- n - Fire Dept. -- Fins Ins -- p Oate viA-\j�'�— 1 �-U14 ;CAL or F Fire Dept. Final Insp., I� Data___ Ujca 0 14 rJ<� �LjL C� 0 U LL om IN �... CFIECKE BY DRAWN BY SCALE ,CC WOOER 2291-02 DATE 12-02-02 ITV WING NO. Awr 001 V. ZF a- o- k.- 184'-0' W�WT M^A J --- BREAK MTL AT END CM) BLOCK Y1ALL OF 5TUD nkL AND YV- 5TLeGO FIN AND SEALED TO YANDOYy / 1/2' 6YPa "1 BD ON � INTERIOR YV- R-4 2 7,723 S.F. LOCKED GLO5ED 14'-4" S' II'-III/2" 32'-21/2' t+ OFFICE # 1 OFFICE # 2 u A5 A4 V 9'-1112' t1A OFFICE # 3 BOTTLE COOLER — TYP SUITE LAYOUT PER HOLDER (TYP) , -- R CEPTION F.F. SINGLE TENANT TYP 5UITE O !� OCCUPANCY: 17 PERSONS C TOILET 5IGtdA6E AREA: 1,667 S.F. ALC: 1GC37100 == 17P I -- IHR TENANT — DEMI5ED WALL h M U465) YV- R-11 ADJ SUITE TYP RENTAL UNIT LAYOUI SCALE: 1/P)"=1'-0' ROOM FINISH SCHEDULE FINISH WALL CEILING LING ROOM NAME FINISHIGHT BABE WALLB KNISH HNISH HEI REMARKS III W Iu ILI ILL7 t ILI L Z IL 1 IuYi « -i Cn i r- F lL J) Lll F— U T n 3 W LLI , u u (L III < IL y`' ? O L1 (L O (L - �!) 0 ul lL u> V :4 h ul <t (L x IL! u J> z r. _X n w X ILI LOF3E3Y LEVEL 1 0 ® ® 0 0 q'-O' AFF LEVEL 2 0 011 0 40 & � q'-O' AFF LEVEL 3 0 _ * 0 0 — — — ® q'-O' AFF 5UITE5 0 0 0 � 0 q'-O' AFF RESTROOMS Oil a 0 0 Oy b'-O' AFF NON-ABSORBANT FBI, 2001 1204.2 5TAIRGA5E " 1,243 0 0 � 0 — ® � WDER51DE OF TRU55 ELEVATOR RM 0 ® 6 0 q'-O' AFF OFFICE # 4 14'-101/2' Ff. 7AI R -F _ _ AI-1(TYP) � ,IIIII - THI I I I I,P r,� - AREA (TYKE 5EE 56HEDUI E FIX MTL TRACK TO - CEILING RUNNERS W/- (2) TEK 5GREW5 EVERY RUNNER 3 5/b" 256A MTL. TRACK FASTEN TO FLR W/- 5/4' POWER AGTUATED PIN5 0 24" 0/G. FIN. GEILIN6 3 5/8" 256A MTL. 5TU95 @ 16" O.G. W/ I LAYER OF 1/2' 6YP. BOARD ON EACH 510E 5GREWED TO 5TU95 W/- DRYWALL 5GREW5 @ 12" OX . 56HEDULED BA5E 56HEMLED FLOOR FIN 1 TYP STUD WALL 4 NT5 TYP REFLECTED CEILING PLAN SCALE: TYP. TOILET FIXTURE MTG. HT. NT5 f3ATHROON LI=GENU OTOILET W/- 5EAT @ Iq" A.F.F. (TANK TYPE) OTOILET PAPER HOLDER MOUNTED Iq' A.F.F. AND WITHIN 24' HORIZONTAL OF LIP OF W.G. OGRABRAIL: 42' LONG, MOUNTED AT 55" A.F.F. O6RABRAIL: 36" LON(-.,, MOUNTED AT 33' A.F.F. OMIRROR: 24"X36" MOUNTED W/- DOTTOM AT 40" A.F.F. OLAVATORY W/- 50AP 015PEN5ER: LIP AT 34" A.F.F. WITH KNEE TOLERANCE OF 2b' A.F.F. (I6'XI8') OPRIVAGY 5GREEN gO PAPER TOWEL D15PEWER MOUNTED AT 42' A.F.F. �m EPDXY PAINT FIN 11 PIPE WRAP n12 TACTILE 51606E -E COOLER 'AG 4ADA YV- OLDER (TYP) Y .0 TYP HC TOILET LAYOUT t..ernl"Ie # AA OOo2.4U PLANNING/INTERIOR DESIGN 3467 West Hillsboro Blvd Deerfield Beach, FI 33442 Tel 9S-4.480-8582ammm F' BY DAIS A IL LL Lu _j O � %< � v L" D V CHECKED BY LRAMI BY SCALE 1 /8 2291-02 BATE -- 12--02-02 rx�v�rvr Ivo. t CF 5a l]ft4Wtnlc' ,� f ira� di" d i u ♦ � 1 f 1 K l