ITB 13-014 Bid Drawings 81-100 - KeyWestCity.com

ARCHITECT:GENERAL STRUCTURAL NOTESGENERAL: DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR SITUATIONS ELSEWHERE, EXCEPT AS OTHERWISE INDICATED.ADAPT REQUIREMENTS OF DETAILS, SECTIONS, PLANS, AND NOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR.CENTER ALL FOOTINGS UNDER COLUMNS UNLESS SPECIFICALLY DIMENSIONED OTHERWISE.STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITEDRAWINGS. CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.CONTRACTOR SHALL LOCATE ALL BURIED UTILITIES PRIOR TO EXCAVATION FOR BUILDING FOUNDATIONS. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OFPOTENTIAL CONFLICTS BETWEEN FOUNDATIONS AND BURIED UTILITIES.GENERAL CONTRACTOR: DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS. NOTIFY STRUCTURALENGINEER AND ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK.CODE REQUIREMENTS: THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. FOLLOW ALL APPLICABLEPROVISIONS FOR ALL PHASES OF CONSTRUCTION.TEMPORARY CONDITIONS: THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUS CONNECTED COMPONENTS.PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THEDRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER FINAL CONFIGURATION ONLY.RETAINING WALLS WHICH TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER SLABS REACH FULL STRENGTH, UNLESS ADEQUATE BRACING ISPROVIDED AT THE TOP OF THE WALL.DESIGN CRITERIA: DESIGN WAS BASED ON STRENGTH AND DEFLECTION CRITERIA OF THE 2010 FLORIDA BUILDING CODE. IN ADDITION TO THE DEAD LOADS, THEFOLLOWING LOADS AND ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER THE 2010 FBC:ROOF: 20 PSF LL 30 PSF SDLFLOORS:OFFICES 50 PSF LL 20 PSF SLLSLEEPING ROOMS 40 PSF LL 20 PSF SLLLOBBIES, PUBLIC ROOMS 100 PSF LLCORRIDORS, STAIRS100 PSF LLSTORAGE ROOMS125 PSF LLNOTE: LOADINGS ABOVE INCLUDES 5 PSF FOR SPRINKLER PIPINGWIND SPEED200 MPH (ULT) / 155 MPH (ASD)EXPOSURECRISK CATEGORYIVINTERNAL PRESSURE COEFF +/-0.18 ENCLOSED (PROTECTED OPENINGS)SOIL BEARING PRESSURE 3,000 PSF ALLOWABLE PER SOILS REPORT BY PSI, DATED JULY 20, 2009.FOUNDATIONS: FOUNDATIONS ARE DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORT PROVIDED BY PSI, DATED JULY 20, 2009. THECONTRACTOR SHALL ALSO FOLLOW THE RECOMMENDATIONS OF THE REPORT TO ENSURE THAT THE STRUCTURAL DESIGN REQUIREMENTS ARE ACHIEVED FOR THEFOUNDATIONS, INCLUDING THE ROCK ANCHORS. GROUNDWATER LEVELS FLUCTUATE SEASONALLY AND THEREFORE SHOULD BE VERIFIED AT THE TIME OFCONSTRUCTION TO DETERMINE IF THERE WILL BE ANY IMPACT ON CONSTRUCTION PROCEDURE.SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMSINCLUDING THE FOLLOWING: CONCRETE MIX DESIGNS, CONCRETE REINFORCING, EMBEDDED STEEL ITEMS, STRUCTURAL STEEL, AND STEEL DECK .IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURALENGINEER REGISTERED IN THE STATE OF FLORIDA. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ARE SUBJECT TOTHE REVIEW AND ACCEPTANCE BY THE ENGINEER.DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS, INCLUDING:ARCHITECTURAL/STRUCTURAL PRECAST PANELS, PRECAST CONCRETE MEMBERS, PRESTRESSED CONCRETE MEMBERS, STAIRS, COLD FORMED METAL STUDS,PREMANUFACTURED METAL TRUSSES, SKYLIGHTS, WINDOW WALL AND ALL OTHER GLAZING SYSTEMS, SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURALENGINEER REGISTERED IN THE STATE OF FLORIDA, AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. CALCULATIONS SHALL BE INCLUDED FORALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON THE STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALLBE BASED ON THE REQUIREMENTS OF THE 2010 FBC.SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC.CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILTY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE ENGINEER’S REVIEW.CONCRETE AND PRECAST CONCRETE: REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318 "BUILDING CODE REQUIREMENTS FORREINFORCED CONCRETE". CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:f’c ABS W/C MIN CEMENT SLUMP USE3000 PSI 0.58 470 LBS 5” +/- 1 FOUNDATIONS4000 PSI 0.44 550 LBS 4”+/- 1 ALL USES, U.N.O.5000 PSI 0.40 630 LBS 3” +/- 1 PRECAST**** PROVIDE CORROSION-INHIBITING ADMIXTURE WHERE PERMANENTLY EXPOSED TO WEATHER OR EARTH.WATER USED FOR CONRETE MIXES SHALL BE CLEAN AND POTABLE.CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE F OR TYPE C, MAY BE USED TO REPLACE UP TO 20% OF THE CEMENTCONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA AND COLOR HAS BEEN APPROVED BY THE ARCHITECT. COARSE AGGREGATESHALL CONFORM TO ASTM C33 WITH A MAXIMUM SIZE OF 3/4". FINE AGGREGATE SHALL BE CLEAN, DURABLE, NATURAL SAND CONFORMING TO ASTM C33.A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS, SHALL BEINCORPORATED IN CONCRETE DESIGN MIXES. A HIGH-RANGE WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETEMIXES, PROVIDING THAT THE SLUMP DOES NOT EXCEED 8”.SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEERBEFORE POURING. NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER. CONDUITSEMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THANTHREE DIAMETERS ON CENTER.PROVIDE 3/4” CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. WHERE INDICATED OR REQUIRED, SLOPE CONCRETE SLABS TO DRAINSSHOWN ON PLUMBING AND/OR ARCHITECTURAL DRAWINGS. SLOPE TO COMPLY WITH ADA REQUIREMENTS.ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS.WEATHER RESISTANCE: ALL CONCRETE, INCLUDING BALCONY CONCRETE, EXPOSED TO CHLORIDES SHALL CONTAIN A CALCIUM-NITRITE BASED CORROSION-INHIBITING ADMIXTURE. THE DOSAGE FOR CONCRETE EXPOSED TO AIRBORNE CHLORIDES SHALL BE MINIMUM TWO GALLONS PER CUBIC YARD. THE WATERCONTAINED IN THE CORROSION-INHIBITING ADMIXTURE SHALL BE USED IN THE CALCULATION OF THE WATER-TO-CEMENTITIOUS RATIO OF THE CONCRETE.CONCRETE BALCONIES OR OTHER CONCRETE FLAT SURFACES EXPOSED TO THE WEATHER THROUGHOUT THE LIFE OF THE BUILDING, SHALL BE TREATED WITH ACLEAR NONFLAMMABLE PENETRATING SEALER OF THE ALKYL-ALKOXY SILANE CLASSIFICATION, SUCH AS SONNEBORN PENETRATING SEALER 20, HYDROZOENVIROSEAL 20, OR OTHER APPROVED WEATHER RESISTANT SYSTEM. APPLICATION AND SURFACE PREPARATION SHALL BE IN ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS.SHORING AND RESHORING: SHORING AND RESHORING SHALL CONFORM TO ACI 347R-01. SHORING AND SUPPORTING FORMWORK SHALL NOT BE REMOVED FROMHORIZONTAL MEMBERS BEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT OF DESIGN STRENGTH, AS DETERMINED BY FIELD CURE CYLINDERS. IN ADDITION,SHORING SHALL NOT BE REMOVED SOONER THAN RECOMMENDED BY ACI 347R-01, SECTION 3.7.2.3. FORMWORK SHALL NOT BE REMOVED IN LESS THAN TEN (10)DAYS.REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BARS AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC(WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY TIED INPLACE WITH #16 ANNEALED IRON WIRE.ALL DETAILING AND ACCESSORIES SHALL CONFORM TO ACI DETAILING MANUAL SP-66. PROVIDE CHAIRS, SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMSWITH HOT-DIP GALVANIZED LEGS OR PLASTIC LEGS. ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORKCONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS. "WET-STICKING" OF REINFORCING IS PROHIBITED.REQUIRED CONCRETE COVER FOR REINFORCING STEEL (UNLESS NOTED OTHERWISE):PILES 2" SIDESFOOTINGS 3" BOTTOM AND SIDES, 2" TOPSLABS 3/4"COLUMNS 1-1/2" TO TIES, 2" TOPBEAMS1-1/2" TO STIRRUPSWALLS 1-1/2”LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BARS IN CONCRETE MEMBERS IN ACCORDANCE WITH ACI 318, LATEST EDITION, FOR CLASS "B" TENSION LAPSPLICES. DO NOT SPLICE CONTINUOUS TOP BARS IN BEAMS AT ENDS OF CLEAR SPANS. DO NOT SPLICE CONTINUOUS BOTTOM BARS IN BEAMS IN CLEAR SPANSBETWEEN SUPPORTS. SHOW ALL SPLICES ON SHOP DRAWINGS. SPLICE LOCATIONS AND METHODS SUBJECT TO APPROVAL OF STRUCTURAL ENGINEER.AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF (2) #5 BARS ALL FOUR SIDES AND DIAGONALLY; EXTEND THESE BARS A LAP DISTANCE OR A MINIMUM OF 24”PAST THE OPENING OR HOOK BARS IF DISCONTINUOUS.DOWEL ALL WALLS AND COLUMNS TO FOOTINGS WITH BAR SIZE AND SPACING TO MATCH VERTICAL REINFORCING UNLESS OTHERWISE SHOWN.CONCRETE ACCESSORIES: HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS (BASIS OF DESIGN) WITH FLUXED ENDS OR APPROVED EQUAL. DEFORMEDBAR ANCHORS (DBA) SHALL BE NELSON, TYPE D2L, OR APPROVED EQUAL. STUDS AND DBA SHALL BE AUTOMATICALLY END WELDED WITH THE MANUFACTURER'SSTANDARD EQUIPMENT IN ACCORDANCE WITH THEIR RECOMMENDATIONS. HAND WELDING NOT PERMITTED.PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION, MINIMUM G90. ACCURATELY POSITION,SUPPORT, AND SECURE EMBEDDED ITEMS AGAINST DISPLACEMENT BY FORMWORK CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS. SECURELY ATTACHEMBEDDED ITEMS TO FORMWORK PRIOR TO START OF CONCRETE PLACEMENT. “WET-STICKING" OF EMBEDDED ITEMS IS PROHIBITED. NO LOADS OR WELDS SHALLBE PLACED ON EMBEDDED PLATES OR ANGLES FOR A MINIMUM OF 7 DAYS AFTER CASTING.WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHOULD BE CLEANED AND ROUGHENED TO A MINIMUM 1/4”AMPLITUDE.HOLLOW-CORE SLABS: PRESTRESSED CONCRETE HOLLOW-CORE SLABS WITH COMPOSITE TOPPING, WHERE SHOWN ON PLANS, SHALL BE DESIGNED INACCORDANCE WITH ACI 318. COMPOSITE HOLLOW-CORE SLABS SHALL BE DESIGNED TO SUPPORT THE SELFWEIGHT OF THE COMPOSITE SYSTEM, INDICATEDSUPERIMPOSED DEAD AND LIVE LOADS, AND ADDITIONAL UNIFORM AND CONCENTRATED LOADS INDICATED ON DRAWINGS.SUBMIT COMPLETE SHOP DRAWINGS AND CALCULATIONS, SIGNED AND SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF FLORIDA, SUBSTANTIATINGALL STRENGTH AND SERVICEABILITY CRITERIA.PRECAST DOUBLE TEES: FLOOR DECKS SHOWN ON THE STRUCTURAL DRAWINGS SHALL CONSIST OF PRESTRESSED CONCRETE DOUBLE TEES ON PRECASTCONCRETE BEAMS AND COLUMNS. THE SYSTEM SHALL BE DESIGNED AND DETAILED BY THE MANUFACTURER TO SUPPORT THE SELF WEIGHT OF THE MEMBERS,INDICATED SUPERIMPOSED DEAD AND LIVE LOADS, AND ADDITIONAL UNIFORM AND CONCENTRATED LOADS INDICATED ON DRAWINGS.SUBMIT COMPLETE SHOP DRAWINGS AND CALCULATIONS, SIGNED AND SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF FLORIDA, SUBSTANTIATINGALL STRENGTH AND SERVICEABILITY CRITERIA.STRUCTURAL ANCHORING: WEDGE STYLE ANCHORS SHALL BE USED IN SOLID CONCRETE APPLICATIONS. WEDGE ANCHORS ARE A ONE-PIECE STUD ANCHOR WITHSTEEL CLIP (EXPANDING RING) CONFORMING TO FEDERAL SPECIFICATION FF-S-325, GROUP II, TYPE 4, CLASS I. ANCHORS SHALL BE TESTED TO ASTM E488 AND ICBOACOI. ICBO AND/OR SBCCI CODE COMPLIANCE ARE REQUIRED IN APPROPRIATE AREAS. MIAMI-DADE COMPLIANCE AND FLORIDA PRODUCT APPROVAL COMPLIANCEARE REQUIRED IN FLORIDA. ACCEPTED ANCHORS ARE ITW RED HEAD TRUBOLTS, HILTI KWIK-BOLT III OR ENGINEER APPROVED SUBSTITUTION.CARBON STEEL ANCHORS SHALL BE ZINC PLATED IN ACCORDANCE WITH ASTM B633 OR MECHANICALLY GALVANIZED ACCORDING TO ASTM B695 (CLASS 65).PERMANENTLY EXPOSED ANCHORS SHALL BE MECHANICALLY GALVANIZED OR STAINLESS STEEL. USE 316 STAINLESS STEEL FOR SERVICING EQUIPMENT AND FORALUMINUM AND FIBERGLASS STRUCTURES AND ASSEMBLIES.CHEMICAL ADHESIVE ANCHORING AND DOWELING TO CONCRETE: ADHESIVE ANCHORS (EPOXY STYLE) SHALL BE USED IN SOLID CONCRETE OR GROUT-FILLEDAPPLICATIONS FOR STRUCTURAL ANCHORING AND REBAR DOWELING. ANCHORS SHALL BE TESTED TO ASTM E488 AND ICBO AC58. ICBO AND/OR SBCCI CODECOMPLIANCE IS REQUIRED IN APPROPRIATE AREAS. MIAMI-DADE COMPLIANCE AND FLORIDA PRODUCT APPROVAL COMPLIANCE ARE REQUIRED IN FLORIDA.ACCEPTED PRODUCTS ARE ITW RED HEAD. GRANITE 5, ACRYLIC 7, ALLIED A1000+, BRINKER BROWN 20/20 OR ENGINEER APPROVED SUBSTITUTION.ADHESIVE SHALL BE MOISTURE INSENSITIVE. (ALLOWING INSTALLATIONS IN DAMP OR WATER-FILLED HOLES). ADHESIVE SHALL HAVE A FULL-CURE LOAD OF 2HOURS OR LESS AT 70°F OR SAFETY ISSUES.THREADED STUDS SHALL CONFORM TO ASTM A36 (STANDARD CARBON STEEL), UNLESS NOTED OTHERWISE. PERMANENTLY EXPOSED STUDS SHALL BE STAINLESSSTEEL. NUTS AND WASHERS SHALL CONFORM TO SAME SPECIFICATION AS THE SUPPLIED ANCHOR RODS.INSTALLATION SHALL BE IN CONFORMANCE WITH MANUFACTURER'S PRINTED LITERATURE. INSTALLATION SHALL ALSO INCLUDE BRUSHING AND CLEANING OF DRILLEDHOLES WITH COMPRESSED AIR AS INSTRUCTED. INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE. EMBEDMENT SHALL BE AS INDICATEDON THE STRUCTURAL DRAWINGS.MASONRY WALLS: MASONRY UNITS SHALL MEET ASTM C90, TYPE 2. ASSEMBLIES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF f’m= 1500. MORTAR SHALLBE TYPE "M" OR "S" AND MEET ASTM C270. GROUT SHALL BE 2000 PSI MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C476. GROUT SHALL CONSIST OF AMIXTURE OF CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUTSEGREGATION OF THE CONSTITUENTS. ALL CELLS CONTAINING VERTICAL BARS, BOND BEAMS, AND ALL CELLS BELOW GRADE SHALL BE FILLED WITH GROUT.MAXIMUM HEIGHT OF GROUT POUR ALLOWED IS 4'-0" UNLESS CLEAN-OUT OPENING IS PROVIDED AT BOTTOM OF CELLS TO BE FILLED. LOCATE CLEAN-OUT OPENINGSIN AREAS NOT EXPOSED TO VIEW.UNLESS NOTED OTHERWISE EIGHT INCH MASONRY WALLS SHALL BE PARTIALLY REINFORCED MASONRY WALL CONSTRUCTION WITH #5 AT 24 INCH O.C. IN GROUTFILLED CELLS. ADD (1) #5 REINFORCING BAR EACH SIDE OF OPENINGS EXCEEDING 3 FEET.PROVIDE REINFORCING BARS AT CORNERS, INTERSECTIONS, AND EACH SIDE OF OPENINGS. PROVIDE (2) REINFORCING BARS EACH SIDE OF OPENINGS OVER 4FEET WIDE, AND AS SHOWN ON THE PLANS. PROVIDE HOOKED DOWELS INTO FOOTINGS AND STRUCTURE ABOVE AND/OR BELOW TO PROVIDE CONTINUITY.PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WAL OR ENGINEER-APPROVED EQUAL) AT 16” O.C.DO NOT PLACE CONDUITS, PIPES, ETC., IN CELLS WITH VERTICAL REINFORCING. DO NOT RUN CONDUITS, PIPES, ETC., HORIZONTALLY IN CMU WALLS PARALLEL TOLENGTH OF WALL. WHERE MASONRY WALLS ABUT CONCRETE COLUMNS TO BE PLACED PRIOR TO ERECTION OF MASONRY WALLS, PROVIDE DOVETAIL SLOTSBETWEEN COLUMN AND WALLS AND GROUT THE CMU CELL CONTAINING THE DOVETAIL ANCHORS. OTHERWISE, EXTEND CMU HORIZONTAL JOINT REINFORCINGTHROUGH CONCRETE COLUMN.CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. HORIZONTALWALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS.USE METAL LATH OR WIRE SCREEN FOR CAVITY CAPS. SHEET METAL, FELT, BUILDING PAPER, OR LIKE MATERIALS ARE PROHIBITED.TIE BEAMS: TIE BEAMS SHALL BE CONCRETE, POURED AFTER THE BLOCK WALLS BELOW ARE IN PLACE. REINFORCING SHALL BE CONTINUOUS THROUGH TIEBEAMS WITH MINIMUM LAP SPLICES OF 48 BAR DIAMETERS AND BENT BARS AT CORNERS. USE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETETO AREA REQUIRED, IN ACCORDANCE WITH ACI 530.1, SECTION 3.5 B. SOLID METAL OR FELT CAVITY CAPS ARE PROHIBITED.PRECAST CONCRETE LINTELS: UNLESS INDICATED OTHERWISE, ALL LINTELS TO BE "U" TYPE PRECAST CONCRETE UNITS EQUAL TO UNITS MANUFACTURED BY CAST-CRETE CORP. AND PRESTRESSED (AND ADDITIONALLY REINFORCED AS REQUIRED) IN ACCORDANCE WITH CAST-CRETE CORP. ''DESIGN MANUAL", LATEST EDITION,FOR THE SPAN AND LOADING CONDITION RELATIVE TO LINTEL LOCATION.LINTEL SIZE IF NOT SHOWN ON THE PLANS SHALL BE 8F8-1B FOR OPENINGS LESS THAN 10 FEET AND 8F16-1B/1T FOR OPENINGS 10 FEET TO 20 FEET. PROVIDE 8"MINIMUM BEARING FOR LINTELS UNLESS NOTED OTHERWISE.STRUCTURAL STEEL: STRUCTURAL STEEL W-SHAPES SHALL CONFORM TO ASTM A992, GRADE 50. CHANNELS SHALL CONFORM TO ASTM A36. PLATES AND ANGLESSHALL CONFORM TO ASTM A36. RECTANGULAR AND SQUARE TUBES SHALL CONFORM TO ASTM A500, GRADE B (Fy= 46KSI). ROUND HSS SHALL CONFORM TO ASTMA500 GRADE B (Fy=42KSI). PIPES SHALL CONFORM TO ASTM A53 GRADE B (Fy=35KSI). DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE"AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". BOLTS SHALL CONFORM TO THE ASTM SPECIFICATIONFOR A325 OR A490, HIGH STRENGTH BOLTS. WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDSSHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16” MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS.PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AWS QUALIFICATION IS SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION. STEEL TO RECEIVEONE SHOP COAT AND ONE FIELD TOUCH UP COAT OF APPROVED PAINT, EXCEPT WHERE GALVANIZING IS INDICATED ON THE DRAWINGS.ALL BOLTED CONNECTIONS SHALL CONSIST OF MINIMUM 3/4 INCH DIAMETER ASTM A325 HIGH STRENGTH BOLTS. BEAM CONNECTIONS SHALL BE DESIGNED BY THEFABRICATOR FOR THE REACTIONS SHOWN ON THE PLANS. IF NOT SHOWN, THE FABRICATOR SHALL DESIGN THE BEAM CONNECTIONS TO SUPPORT AN ENDREACTION OF 1/2 THE ALLOWABLE UNIFORM LOAD CAPACITY WITH A MINIMUM OF 2 BOLTS.SHEAR STUD CONNECTORS: SHEAR STUD CONNECTORS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE",SECTION 7 - STUD WELDING. STUDS SHALL BE TYPE 'B', HEADED STUDS HAVING A MINIMUM TENSILE STRENGTH OF 60,000 PSI AND SHALL BE OF LENGTH ANDDIAMETER SHOWN ON STRUCTURAL DRAWINGS.ANCHOR RODS: UNLESS INDICATED OTHERWISE ON THE DRAWINGS, ANCHOR RODS SHALL BE ASTM F1554, GRADE 55, 3/4 DIA. AND SHALL BE EMBEDDED INTO THECONCRETE FOUNDATION A DISTANCE OF 1’-0” WITH A HEAVY HEX NUT AT THE EMBEDDED END.STEEL ROOF DECK: STEEL ROOF DECK SHALL BE GALVANIZED AND CONFORM TO ASTM A653, STRUCTURAL QUALITY. THE GALVANIZED COATING SHALL BE G90,MINIMUM. ATTACHMENTS, CLOSURES ETC. SHALL BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS NOTED OTHERWISE.DECK ATTACHMENT SHALL BE A MINIMUM OF #12 SELF TAPPING SCREWS AT 6” O.C. AT TRANSVERSE AND PERIMETER SUPPORTS, 6” O.C. AT LONGITUDINALSUPPORTS, AND SIDE LAP CONNECTIONS USING #12 SELF TAPPING SCREW AT 6” O.C. UNLESS NOTED OTHERWISE ON THE DRAWINGS.PREFABRICATED LIGHT GAUGE METAL TRUSSES: DESIGN AND MANUFACTURE PREFABRICATED LIGHT GAUGE METAL TRUSSES, INCLUDING ALL CONNECTIONS,UPLIFT ANCHORAGE HARDWARE AND FASTENERS IN ACCORDANCE WITH THE REQUIREMENTS OF AISI SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEELSTRUCTURAL MEMBERS (LATEST EDITION) OR THE AISI LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR COLD-FORMED STEEL STRUCTURAL MEMBERS(LATEST EDITION) AND THE RECOMMENDATIONS OF THE PREFABRICATED METAL LIGHT GAUGE TRUSS MANUFACTURER.LIGHT GAUGE METAL TRUSSES SHALL BE DESIGNED TO SUPPORT THE INDICATED WIND UPLIFT, SUPERIMPOSED DEAD AND LIVE LOADS, AND ADDITIONAL UNIFORMAND CONCENTRATED LOADS ON THE DRAWINGS. A MAXIMUM 5 PSF DEAD LOAD MAY BE USED FOR UPLIFT DESIGN.PROVIDE TRUSS MEMBER TEMPORARY AND PERMANENT BRACING CONSISTENT WITH TRUSS MANUFACTURER’S DESIGN CALCULATIONS. ALL TRUSS ANCHORAGESTO BE INSTALLED USING TRUSS ANCHORAGE MANUFACTURER’S RECOMMENDED FASTENERS FOR MAXIMUM PUBLISHED CAPACITY. ALL METAL CONNECTIONHARDWARE AND FASTENERS SHALL HAVE A G90 HOT-DIPPED GALVANIZED COATING, MINIMUM.TRUSS DIAGRAMS, IF SHOWN, ARE DIAGRAMMATIC ONLY. TRUSS DESIGNER TO DETERMINE AND ESTABLISH EXACT HEIGHT, LENGTH, LOCATION, SPACING, AND WEBMEMBER LAYOUT FOR EACH TRUSS.SUBMIT COMPLETE SHOP DRAWINGS AND DESIGN CALCULATIONS, PREPARED, SIGNED, AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OFFLORIDA, SUBSTANTIATING ALL STRENGTH AND SERVICEABILITY CRITERIA.STEEL STAIRS & LADDERS: STEEL STAIR SYSTEM AND ALL CONNECTIONS SHALL BE DESIGNED FOR ALL APPLICABLE LOADS AS INDICATED ON THE PLANS AND INTHE BUILDING CODE. THE CONFIGURATION OF THE STEEL STAIR SYSTEM SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS.PRIOR TO CONSTUCTION, SUBMIT COMPLETE SHOP DRAWINGS AND CALCULATIONS, SIGNED AND SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OFFLORIDA, SUBSTANTIATING ALL STRENGTH AND SERVICEABILITY CRITERIA. THE LOADS SHALL BE CLEARLY INDICATED ON ALL SHOP DRAWINGS, AND SHALL SHOWAND SPECIFY ALL CONNECTIONS UTILIZED WITHIN THE STEEL STAIR SYSTEM AS WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEMSHOWN ON THESE PLANS.RAILINGS: RAILING SYSTEM AND ALL CONNECTIONS SHALL BE DESIGNED FOR ALL APPLICABLE LOADS AS INDICATED ON THE PLANS AND IN THE BUILDING CODE.THE CONFIGURATION OF THE RAILING SYSTEM SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS.PRIOR TO CONSTRUCTION, SUBMIT COMPLETE SHOP DRAWINGS AND CALCULATIONS, SIGNED AND SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OFFLORIDA, SUBSTANTIATING ALL STRENGTH AND SERVICEABILITY CRITERIA. THE LOADS SHALL BE CLEARLY INDICATED ON ALL SHOP DRAWINGS, AND SHALL SHOWAND SPECIFY ALL CONNECTIONS UTILIZED WITHIN THE STEEL RAILING SYSTEM AS WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEMSHOWN ON THESE PLANS.CONSULTING ENGINEERS5621 Banner DriveFort Myers, Florida 33912239.278.1992 • FAX 239.278.0922E-MAIL: info@tkwonline.comEngineering Certification # 5762Survey LB # 734Architecture, Interior Design,Procurement,Owner Representation,Specialty Consulting1001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA26001059Seal:Consultants:Submissions:2013.02.15 - Bidding DocumentsFIRE STATION #2Title:Building RelationshipsBased on Trust and ResultsCleveland | Key West | CharlotteSouthwest Florida | Washington DCJames T. Lange, P.E.Reg.# 62694TKW Job # 12164.002/15/2013 11:47:33 AMSTRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 33912CIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 33907LANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd.,Suite 300Coral Gables, Florida 33134616 Simonton Street, Key West, FloridaDrawing Size24x36Drawn By:LAGSheet Number:BUILDING AND SITE DEVELOPMENTFORCity of Key West, 3132 Flagler Avenue, Key West, Florida 33040Project #:MK-12060Checked By:JTLGENERAL NOTESS1.1.1Date: February 15, 2013©2012 by mbi | k2m Architecture, Inc.

ARCHITECT:AUGERCAST PILE PLAN NOTES:FRAMING PLAN NOTES:ZONE 5ZONE 4ZONE 53 332ZONE 53ZONE 4ZONE 5 ZONE 422ZONE 5 ZONE 4 ZONE 523 2323ZONE 5ZONE 5 ZONE 41COMPONENTS AND CLADDING WIND PRESSURE DIAGRAM2113ZONE 5213ZONE 423ZONE 5ZONE 5 ZONE 4 ZONE 5ROOFWALLCOMPONENTS AND CLADDINGVasd - DESIGN WIND PRESSURE (PSF)ZONEINTERIOR 1EDGE 2OVERHANGCORNER 3OVERHANGINTERIOR 4CORNER 5TRIBUTARY AREA10 FT^2 20 FT^2 50 FT^2 100FT^2+42/-66 +38/-64 +33/-62 +30/-60+42/-115-134+72/-78+38/-106-134+69/-75+33/-93-134+65/-71+30/-84-134+61/-67+72/-97 +69/-90 +65/-81 +61/-751 GENERAL UPLIFT ZONE 4 TYPICAL WALL2 EDGE UPLIFT ZONE 53 CORNER UPLIFT ZONENOTES:+42/-115-1341. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTINGTOWARD AND AWAY FROM THE BUILDING SURFACES.2. EDGE DISTANCE = 14'-0".+38/-106-134+33/-93-134+30/-84-134WALL AT CORNER3. ZONE 2 PRESSURES ARE USED AT ZONE 3 BECAUSE THEHIP ROOF IS LESS THAN 25 DEGREES.1. INDICATES AUGERCAST PILES - 16-INCH DIAMETER DRILLED CAST-IN-PLACEROCK ANCHORS INSTALLED A MINIMUM OF 3’-0” INTO THE NATURAL LIMESTONE STRATUM(SEE SOILS REPORT). REINFORCE AUGERCAST PILES WITH FOUR #5 VERTICAL REBAREXTENDING UP INTO THE FOOTING ABOVE A MINIMUM OF 1’-6”. SEE TYPICAL DETAILS THISSHEET.2. LOCATE AUGERCAST PILES ON COLUMN CENTERLINES, WALL CENTERLINES, OR ASSHOWN. SPACE AUGERCAST PILES EQUALLY BETWEEN SPECIFIED LOCATIONS AT 10’-0”ON-CENTER MAXIMUM.3. FOR FOUNDATION LOCATIONS AND ELEVATIONS SEE FOUNDATION PLANS. FORFOUNDATION SIZES AND REINFORCING SEE FOUNDATION SCHEDULES THIS SHEET.FOUNDATION PLAN NOTES:1. FOR TYPICAL DETAILS SEE SHEET S3.3.1, S3.3.2, AND S3.3.6X'-X"2. INDICATES TOP OF SLAB ELEVATION.3. SEE SHEET S1.1.1 FOR GENERAL STRUCTURAL NOTES.4. SEE ARCHITECTURAL DRAWINGS FOR SLOPES, DROPS, AND DRAIN LOCATION INFLOOR SLABS. SEE CIVIL FOR PARKING GARAGE.5. VERIFY/COORDINATE LOCATION OF UNDERGROUND PIPING WITH FOUNDATION.6. VERIFY/COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURALDRAWINGS BEFORE COMMENCING CONSTRUCTION. SEE ARCHITECTURALDRAWINGS FOR ADDITIONAL DIMENSIONAL INFORMATION.7. VERIFY/COORDINATE EDGE OF SLAB DETAILS AT EXTERIOR DOORS WITHARCHITECTURAL DRAWINGS.8. VERIFY/COORDINATE SILL HEIGHTS AND DETAILS OF WALL OPENINGS WITHARCHITECTURAL DRAWINGS.9. "FX" INDICATES FOOTING TYPE, SEE SCHEDULE THIS SHEET.10. (X'-X") INDICATES TOP OF FOOTING ELEVATION. TYPICAL ELEVATION UNO.11. INDICATES PRECAST PANELS.12. INDICATES STEP IN SLAB.13. 4" SOG INDICATES 4" THICK CONC SLAB ON GRADE WITH 6x6-W2.1xW2.1 WWF(CENTERED) AND 10 MIL POLY VAPOR BARRIER OVER TERMITE TREATED SOIL.14. 8" SOG INDICATES 8" THICK CONC SLAB ON GRADE WITH #4 @ 12" O.C. EA. WAYT&B AND 10 MIL POLY VAPOR BARRIER OVER TERMITE TREATED SOIL.15. INDICATES LOAD BEARING 8" CMU WALL.16. INDICATES NON-LOAD BEARING CMU WALL.17. INDICATES LOUVERED FENCE ENCLOSURE.1. FOR TYPICAL DETAILS SEE SHEETS S3.3.2, S3.3.3, S3.3.4, S3.3.5 AND S3.3.6.2. SEE SHEET S1.1.1 FOR GENERAL STRUCTURAL NOTES.3. SEE ARCHITECTURAL DRAWINGS FOR SLOPES, DROPS, AND DRAIN LOCATION INFLOOR PLANS.4. VERIFY/COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURALDRAWINGS BEFORE COMMENCING CONSTRUCTION. SEE ARCHITECTURAL DRAWINGSFOR ADDITIONAL DIMENSIONAL INFORMATION.5. VERIFY/COORDINATE EDGE OF SLAB DETAILS AT EXTERIOR DOORS WITHARCHITECTURAL DRAWINGS.6. VERIFY/COORDINATE SILL HEIGHTS AND DETAILS OF WALL OPENINGS WITHARCHITECTURAL DRAWINGS.7. INDICATES STEP IN SLAB ELEVATION.8. SEE MECHANICAL DRAWINGS FOR SLAB OPENINGS AND SLEEVES NOT SHOWN.8 HC+39. INDICATES SPAN DIRECTION OF 8" PRECAST HOLLOW COREPLANK WITH 3" CONCRETE TOPPING. COORDINATE SLAB DEPRESSIONS WITHARCHITECT FLOOR FINISHES (TOTAL DEPTH 11").24DT+310. INDICATES SPAN DIRECTION OF 24" PRECAST DOUBLE TEESWITH 3" STRUCTURAL CONCRETE TOPPING. COORDINATE SLAB DEPRESSIONS WITHARCHITECT FLOOR FINISHES.8SP11. INDICATES SPAN DIRECTION OF 8" PRECAST SOLID PLANKWITH NO STRUCTURAL CONCRETE TOPPING.12. STRUCTURAL TOPPING ON PRECAST MEMBERS SHALL BE 4KSI CONCRETEREINFORCED WITH 6x6-W2.1xW2.1 WWF. HOLLOW CORE PLANK KEYWAYS SHALL BEGROUTED BY PRECAST SUPPLIER PRIOR TO POURING ANY CONCRETE TOPPING.13. PENETRATIONS LESS THAN 4" IN DIAMETER MAY BE FIELD LOCATED AND DRILLEDTHRU THE HOLLOW CORE PLANK IF COORDINATED WITH THE PLANK CORES SO THATPRESTRESS TENDONS ARE NOT SEVERED OR DAMAGED. ALL OTHER PENETRATIONSSHALL BE COORDINATED WITH THE PRECAST MFR SO THAT ANY LOSS OF PRESTRESSTENDONS ARE DESIGNED AND DETAILED ADEQUATELY.14. MECHANICAL PENETRATIONS SIZE AND LOCATION THRU THE HOLLOW CORE PLANKSHALL BE COORDINATED BY THE GENERAL CONTRACTOR WITH TRUSS AND PRECASTSHOP DRAWINGS.ROOF FRAMING PLAN NOTES:1. FOR TYPICAL DETAILS SEE SHEETS S3.3.2, S3.3.3, S3.3.4, S3.3.5 AND S3.3.6.2. SEE SHEET S1.1.1 FOR GENERAL STRUCTURAL NOTES.3. PRE ENGINEERED METAL TRUSSES SHALL BE AT 4'-0" OC (MAX) WITH 18GA (MIN) TOPCHORD.Architecture, Interior Design,Procurement,Owner Representation,Specialty Consulting1001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA26001059Seal:Building RelationshipsBased on Trust and ResultsCleveland | Key West | CharlotteSouthwest Florida | Washington DCJames T. Lange, P.E.Reg.# 62694TKW Job # 12164.002/15/2013 11:47:33 AMConsultants:STRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 33912CIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 33907LANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd.,Suite 300Coral Gables, Florida 33134Submissions:2013.02.15 - Bidding Documents18. PRECAST MANUFACTURE TO SUPPLY ALL EMBED PLATES AND HARDWARE FORFOUNDATION CONNECTION.19. CONTRACTOR TO COORDINATE AND INSTALL ALL EMBED PLATES AND ANCHORBOLTS IN FOUNDATIONS.20. FOUNDATION CONSTRUCTION SHALL NOT COMMENCE UNTIL PRECAST SHOPDRAWINGS HAVE BEEN REVIEWED AND APPROVED BY ENGINEER OF RECORD.4. PRE-ENGINEERED TRUSS MANUFACTURER SHALL PROVIDE ALL OF THE CONNECTIONHARDWARE AND ENGINEERING. EMBED PLATES REQUIRED FOR TRUSS HOLD DOWNCONNECTIONS SHALL BE COORDINATED W/ PRE CAST MANUFACTURER.5. T.G. INDICATES PRE ENGINEERED METAL TRUSS GIRDER.126. INDICATES ROOF SLOPE.6XD-17. INDICATES SPAN DIRECTION OF 1 1/2", 20 GA TYPE 'B' ROOF DECK.ATTACH METAL DECK TO PRE ENGINEERED METAL TRUSSES WITH #12 SCREWS IN A 36/14PATTERN (2 SCREWS PER FLUTE). ATTACH METAL DECK TO HIP, VALLEY, RIDGE, ANDPERIMETER BENT PLATES WITH #12 SCREWS @ 6" OC. SIDELAP FASTENERS SHALL BE #12 SCREWS AT 6" OC (6 PER SPAN).1' - 6"3' - 0"MIN2"CLRSEE FTG SCHEDULE FORSIZE AND REINFHOOKLIMESTONE(4) #5 VERT(4) #5 VERT2" MIN2" CLR1' - 6"3' - 0"MINENGFILLSEE FTG SCHEDULE FORSIZE AND REINFHOOKLIMESTONEBAR SIZEFy= 60 ksi#43000 PSI 4000 PSI 5000 PSI 6000 PSI29"CAST-IN-PLACE CONCRETE REINFORCINGBAR LAP SPLICE SCHEDULETENSION BARS25"22"21"COMPRESSION BARSALL STRENGTHS15"COLUMN FOUNDATION SCHEDULETYPEMARK WIDTH LENGTH DEPTH REINFORCING CommentsF40 4' - 0" 4' - 0" 1' - 8" (5) #6 EA WAY (BOT)F50 5' - 0" 5' - 0" 1' - 8" (5) #6 EA WAY (BOT)F60 6' - 0" 6' - 0" 1' - 8" (6) #6 EA WAY (BOT)F70 7' - 0" 7' - 0" 1' - 8" (6) #7 EA WAY (BOT)F80 8' - 0" 8' - 0" 2' - 0" (7) #7 EA WAY (BOT)WALL FOUNDATION SCHEDULETYPEMARK WIDTH DEPTH REINFORCINGF20W 2' - 0" 1' - 8"F22W 2' - 2" 1' - 8" (3) #5 CONT & #5 @ 24" OC SHORT WAY (BOT)F26W 2' - 6" 1' - 8" (4) #5 CONT & #5 @ 12" OC SHORT WAY (BOT)F30W 3' - 0" 1' - 8" (4) #5 CONT & #5 @ 12" OC SHORT WAY (BOT)F50W 5' - 0" 1' - 8" (5) #6 CONT & #6 @ 12" OC SHORT WAY (BOT)F60W 6' - 0" 1' - 8" (6) #6 CONT & #6 @ 12" OC SHORT WAY (BOT)FIRE STATION #2616 Simonton Street, Key West, FloridaBUILDING AND SITE DEVELOPMENTFORCity of Key West, 3132 Flagler Avenue, Key West, Florida 3304011' - 4" DIAFOUNDATION ONLIMESTONE STRATUM3/4" = 1'-0"21' - 4" DIAFOUNDATION ONSTRUCTURAL FILL ORNATIVE SOILS3/4" = 1'-0"#5#6#7#8#9#1036"43"63"72"81"91"31" 28"37" 33"54" 49"62" 55"70" 63"79" 70"#11 101" 87" 78"71" 43"NOTE:FOR TOP BARS, LAP LENGTHS SHALL BE MULTIPLIED BY 1.3. TOP BARS ARE HORIZONTAL BARSWITH 12" OR MORE OF FRESH CONCRETE CAST IN THE MEMBER BELOW THE REINFORCING BAR.26"31"45"51"57"64"19"23"27"30"34"39"CONSULTING ENGINEERS5621 Banner DriveFort Myers, Florida 33912239.278.1992 • FAX 239.278.0922E-MAIL: info@tkwonline.comEngineering Certification # 5762Survey LB # 734Drawing Size24x36Drawn By:LAGTitle:Sheet Number:PLAN NOTESANDSCHEDULESProject #:MK-12060Checked By:JTLS1.1.2Date: February 15, 2013©2012 by mbi | k2m Architecture, Inc.

ARCHITECT:15' - 10"22' - 8" 70' - 8"93' - 4"Architecture, Interior Design,Procurement,Owner Representation,Specialty Consulting6' - 4"5 1/2"5 1/2"7 EQ. SPACES = 69' - 9"5 1/2"5 1/2"1001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA2600105951' - 10"8' - 11"22' - 11"28' - 11"3 EQ. SPACES = 41' - 4 1/2"1' - 0"7' - 8"3 EQ. SPACES = 26'-8" 5 1/2"5 1/2"5 1/2"4' - 7 3/8"7' - 9 1/2" 8' - 9 7/8"3 EQ. SPACES = 22' - 8"3 EQ. SPACES = 22' - 8"4' - 11 3/4"8' - 0"AUGERCAST PILESEE DETAILS 1 & 2 /S1.1.26 EQ. SPACES = 50' - 11"5 1/2"5 1/2"2' - 5"6' - 0"5 1/2"7 EQ. SPACES = 69' - 9"3 EQ. SPACES = 21' - 8"5 1/2"5 1/2"1' - 7"EQ EQ8' - 6" 8' - 6"EQ EQ8' - 5 1/2"5 1/2"16' - 11 1/2"17' - 0" 16' - 11 1/2"51' - 10"13' - 5 1/2"Seal:FIRE STATION #2Building RelationshipsBased on Trust and ResultsCleveland | Key West | CharlotteSouthwest Florida | Washington DCJames T. Lange, P.E.Reg.# 62694TKW Job # 12164.002/15/2013 11:47:33 AMConsultants:STRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 33912CIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 33907LANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd.,Suite 300Coral Gables, Florida 33134Submissions:2013.02.15 - Bidding Documents616 Simonton Street, Key West, FloridaBUILDING AND SITE DEVELOPMENTFORCity of Key West, 3132 Flagler Avenue, Key West, Florida 330401' - 0"Drawing Size24x36Project #:MK-12060Drawn By:LAGChecked By:JTL4 1/2" REFTitle:1' - 0"13' - 9 1/2"1' - 0" 22' - 7 1/2" 5/8"7 EQ. SPACES = 96' - 6 1/2"22' - 7"SEE CIVILPLANSAUGERCASTPILE PLANAUGERCAST PILE PLAN1/4" = 1'-0"FOR AUGERCAST PILE PLANNOTES SEE SHEET S1.1.2CONSULTING ENGINEERS5621 Banner DriveFort Myers, Florida 33912239.278.1992 • FAX 239.278.0922E-MAIL: info@tkwonline.comEngineering Certification # 5762Survey LB # 734Sheet Number:S2.2.0Date: February 15, 2013©2012 by mbi | k2m Architecture, Inc.

ARCHITECT:93' - 4"22' - 8" 70' - 8"6' - 4"WIDEN FOOTING TO 6'-0"F60W ( 7' - 0" )F50W( 7' - 0" )1S3.3.2ARCH PRECASTCOLUMNArchitecture, Interior Design,Procurement,Owner Representation,Specialty Consulting1001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA26001059EL. 9'-0"Building RelationshipsBased on Trust and Results51' - 10"8' - 11"22' - 11"28' - 11"3 EQ. SPACES = 41' - 4 1/2"6S3.3.1F40( 7' - 0" )F40( 7' - 0" )F40( 7' - 0" )NOTE:NEW CONCRETE PADREQUIRED TO SUPPORTRELOCATED EXISTINGGENERATOR.LOCATION, SIZE ANDREINFORCING TO BEDETERMINED AFTER RECEIPTOF GENERATOR INFORMATION.10S3.3.15' - 7"F20W4" SOG W/ PAVERS -SEE LANDSCAPE PLAN20x20 COLUMNIN WALL PANEL10S3.3.2F20WF20W7' - 8"( 7' - 0" )1' - 4"F50W11'-0"FIN FLOORF80( 7' - 0" )THICKENED EDGEF20WF20WF20W( 7' - 0" )FD4" SOGFDTHICKENED EDGE9'-0"FIN FLOORF50WF50W( 7' - 0" )11'-0"FIN FLOOR( 7' - 0" )FD4" SOG5S3.3.21S3.3.2F50WTHICKENED EDGEFDSIM( 7' - 0" )F50W4" SOG W/ PAVERS -SEE LANDSCAPE PLAN4"14' - 0"STEEL LADDERF30W ( 7' - 0" )THICKENED EDGE4S3.3.14"SLOPESLOPESLOPE FLOOR TOSHOWER DRAIN.SEE ARCH. DRAWINGSF60W ( 7' - 0" )WIDEN FOOTING TO 6'-0"( 7' - 0" )F20W11" PRECAST COMPOSITE PANEL(5" CONCRETE + 3" INSULATION + 3" CONCRETE)LAUNDRY EQUIPMENTPAD( 7' - 0" )F20W1S3.3.66S3.3.2F30W ( 7' - 0" )4" SOGPRE ENGINEEREDPRECAST STAIR-SEE ARCH8" SOGF50W ( 7' - 0" )9'-0"FIN FLOOR9'-0"FIN FLOORFIN FLR 11' - 0"THICKENED EDGETHICKENED EDGEF30W( 7' - 0" )8S3.3.112S3.3.2SLOPE SLOPESLOPE SLOPESLOPESLOPECAST IN PLACE STAIR-SEE ARCHEL. 9'-0"( 7' - 0" )F30WEL. 8'-10"EL. 8'-10"EL. 9'-0"EL. 8'-10"EL. 8'-10"EL. 9'-0"EL. 8'-10"EL. 8'-10"9S3.3.24" SOG W/ PAVERS -SEE LANDSCAPE PLANTRENCH DRAIN-SEE PLUMBINGDWGSTRENCH DRAIN-SEE PLUMBINGDWGSTRENCH DRAIN-SEE PLUMBINGDWGS7S3.3.2SLAB EDGETHICKENED EDGETIME VAULT,SEE ARCHSEE ARCH.COORDW/DOOR8S3.3.217' - 5"4S3.3.2F50W ( 7' - 0" )17' - 0"51' - 10"17' - 5"13' - 5 1/2"Seal:FIRE STATION #2Cleveland | Key West | CharlotteSouthwest Florida | Washington DCJames T. Lange, P.E.Reg.# 62694TKW Job # 12164.002/15/2013 11:47:34 AMConsultants:STRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 33912CIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 33907LANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd.,Suite 300Coral Gables, Florida 33134Submissions:2013.02.15 - Bidding Documents616 Simonton Street, Key West, FloridaBUILDING AND SITE DEVELOPMENTFORCity of Key West, 3132 Flagler Avenue, Key West, Florida 33040F40( 7' - 0" )F40( 7' - 0" )F40( 7' - 0" )F40( 7' - 0" )F40( 7' - 0" )F40( 7' - 0" )F40( 7' - 0" )F40( 7' - 0" )Drawing Size24x36Drawn By:LAGProject #:MK-12060Checked By:JTL24x24 PRECAST1' - 0" 3' - 11" REF. 4 1/2" REF2COLUMNS3.3.27 EQ. SPACES = 96' - 6 1/2"14' - 9 1/2" 22' - 8" 23' - 1 1/8" 22' - 7" 25' - 0"23' - 1"SEE CIVILPLANSTitle:FOUNDATION PLANFOUNDATION PLAN1/4" = 1'-0"FOR FOUNDATION PLANNOTES SEE SHEET S1.1.2CONSULTING ENGINEERS5621 Banner DriveFort Myers, Florida 33912239.278.1992 • FAX 239.278.0922E-MAIL: info@tkwonline.comEngineering Certification # 5762Survey LB # 734Sheet Number:S2.2.1Date: February 15, 2013©2012 by mbi | k2m Architecture, Inc.

ARCHITECT:Architecture, Interior Design,Procurement,Owner Representation,Specialty Consulting5S3.3.31001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA26001059Building RelationshipsBased on Trust and ResultsCleveland | Key West | CharlotteSouthwest Florida | Washington DCEF-117' - 2 1/2" BEARINGSeal:STEEL LADDER8" DEEPPRE CAST SOLID PLANKAHU1-3T.O MEZZ8SP8SPJames T. Lange, P.E.Reg.# 62694TKW Job # 12164.002/15/2013 11:47:34 AMConsultants:STRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 33912CIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 33907LANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd.,Suite 300Coral Gables, Florida 33134Submissions:2013.02.15 - Bidding DocumentsPRE CAST WALL BELOWAT 17' 2 1/2" BEARING17' - 11"5S3.3.33S3.3.35S3.3.39S3.3.3CONCRETE HOUSEKEEPING PADCOORD W/ PLUMBING DRAWINGS17' - 2 1/2" BEARINGNOTE:COORDINATE PENETRATIONS WITH MECH.,ELEC., PLUMBING, & FIRE PROTECTION PLANS.FIRE STATION #2616 Simonton Street, Key West, FloridaBUILDING AND SITE DEVELOPMENTFORCity of Key West, 3132 Flagler Avenue, Key West, Florida 33040Drawing Size24x36Drawn By:LAGTitle:Project #:MK-12060Checked By:JTLMEZZANINEFRAMING PLANMEZZANINE FRAMING PLAN1/4" = 1'-0"CONSULTING ENGINEERS5621 Banner DriveFort Myers, Florida 33912239.278.1992 • FAX 239.278.0922E-MAIL: info@tkwonline.comEngineering Certification # 5762Survey LB # 734Sheet Number:S2.2.2Date: February 15, 2013©2012 by mbi | k2m Architecture, Inc.

ARCHITECT:22' - 8"6' - 4"93' - 4"70' - 8"Architecture, Interior Design,Procurement,Owner Representation,Specialty Consulting12"x42" HIGH RAILING2S3.3.31001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA2600105912x16 BEAMSBELOW STAIRS24' - 8 1/4" BEARINGBuilding RelationshipsBased on Trust and ResultsCleveland | Key West | CharlotteSouthwest Florida | Washington DCSeal:51' - 10"8' - 11"22' - 11"28' - 11"3 EQ. SPACES = 41' - 4 1/2"TG TG TGD-14TGTG12TGPRE ENG METAL TRUSSES (TYP)12x24 BEAM(T/BEAM +25'-10")12x66 BEAM(42" HIGH RAILING)(T/BEAM +29'-4")20x20 COLUMNIN WALL PANEL121264S3.3.34TGPRE ENGINEEREDPRECAST STAIR10S3.3.324' - 10 1/2" BEARINGFIN FLOOR25'-10"7S3.3.321' - 4"1' - 4" 15' - 6" 5' - 10"8" PRECAST SLABW/ 2" TOPPINGMECH OPENINGSCOORD W/ MECH DWGSFIN FLOOR25'-10"8HC +3TG8x12CORBEL1S3.3.3PRE ENG METAL TRUSSES (TYP)D-1TG8S3.3.3TG1S3.3.624DT+3FIN FLOOR25'-10"FIN FLOOR25'-10"1211" PRECAST COMPWALL PANEL124TG7.5K7.5K0.25 KIP/FTSLOPE2S3.3.32.0 KIP/FTTAPER TOPPINGFOR DRAINAGESLOPESLOPE2.0 KIP/FTSLOPE8x20 ( 25' - 4" ) 8x20 ( 25' - 4" )8x20 ( 25' - 4" )11x42 ( 27' - 4" ) 11x42 ( 27' - 4" ) 11x42 ( 27' - 4" )5S3.3.46S3.3.417' - 4 1/2"17' - 4 1/2" 17' - 1"COORDW/ ARCH1S3.3.451' - 10"3S3.3.4ARCH PRECASTCOLUMN-SEE ARCHDWGS2S3.3.4James T. Lange, P.E.Reg.# 62694TKW Job # 12164.002/15/2013 11:47:34 AMConsultants:STRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 33912CIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 33907LANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd.,Suite 300Coral Gables, Florida 33134Submissions:2013.02.15 - Bidding DocumentsFIRE STATION #2616 Simonton Street, Key West, FloridaBUILDING AND SITE DEVELOPMENTFORCity of Key West, 3132 Flagler Avenue, Key West, Florida 33040TGPRE ENGINEEREDPRECAST STAIRTG4TG TG TG TG TG TG TG6S3.3.5METAL GUTTER-SEE ARCH.Drawing Size24x36Drawn By:LAGTitle:Project #:MK-12060SECOND FLOORFRAMING PLANChecked By:JTLSECOND FLOOR FRAMING PLAN1/4" = 1'-0"FOR FRAMING PLAN NOTES SEE SHEET S1.1.2CONSULTING ENGINEERS5621 Banner DriveFort Myers, Florida 33912239.278.1992 • FAX 239.278.0922E-MAIL: info@tkwonline.comEngineering Certification # 5762Survey LB # 734Sheet Number:S2.2.3Date: February 15, 2013©2012 by mbi | k2m Architecture, Inc.

ARCHITECT:22' - 8" 70' - 8"PRE ENGINEEREDPRECAST GUTTER93' - 4"T.O WALL 38' - 9"4S3.3.5Architecture, Interior Design,Procurement,Owner Representation,Specialty Consulting1001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA26001059Building RelationshipsBased on Trust and ResultsCleveland | Key West | CharlotteSouthwest Florida | Washington DCSeal:51' - 10"8' - 11"22' - 11"28' - 11"1' - 4"TO WALL 38' - 9"TO WALL 38' - 9"4S3.3.5T.O WALL 38' - 9"4S3.3.5OPENTO WALL 38' - 9"T.O WALL 37' - 2"( 37' - 2" )10x28T.O WALL 37' - 2"35' - 6" BEARING35' - 6" BEARING6SP3S3.3.5PRE ENGINEEREDPRECAST GUTTER11x47 11x47 ( 38' - 9" )11x472S3.3.51S3.3.51S3.3.417' - 4 1/2" 17' - 1" 17' - 4 1/2"8' - 11"51' - 10"James T. Lange, P.E.Reg.# 62694TKW Job # 12164.002/15/2013 11:47:35 AMConsultants:STRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 33912CIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 33907LANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd.,Suite 300Coral Gables, Florida 33134Submissions:2013.02.15 - Bidding DocumentsFIRE STATION #2616 Simonton Street, Key West, FloridaBUILDING AND SITE DEVELOPMENTFORCity of Key West, 3132 Flagler Avenue, Key West, Florida 3304022' - 8" 23' - 23' 1 1/8" - 1"22' - 7" 25' - 0"93' - 4"Drawing Size24x36Drawn By:LAGTitle:Project #:MK-12060Checked By:JTLROOF EAVEFRAMING PLANROOF EAVE FRAMING PLAN1/4" = 1'-0"FOR FRAMING PLAN NOTES SEE SHEET S1.1.2CONSULTING ENGINEERS5621 Banner DriveFort Myers, Florida 33912239.278.1992 • FAX 239.278.0922E-MAIL: info@tkwonline.comEngineering Certification # 5762Survey LB # 734Sheet Number:S2.2.4Date: February 15, 2013©2012 by mbi | k2m Architecture, Inc.

ARCHITECT:22' - 8" 70' - 8"93' - 4"TRUSS BEARING ELEV37'-4" (TYPICAL)4S3.3.58S3.3.5Architecture, Interior Design,Procurement,Owner Representation,Specialty Consulting1001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA26001059Building RelationshipsBased on Trust and ResultsCleveland | Key West | CharlotteSouthwest Florida | Washington DCSeal:22' - 11"121244James T. Lange, P.E.Reg.# 62694TKW Job # 12164.002/15/2013 11:47:35 AMConsultants:STRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 33912D-1PRE ENG METAL TRUSSES (TYP)D-1D-1CIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 33907LANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd.,Suite 300TGTGCoral Gables, Florida 33134Submissions:2013.02.15 - Bidding Documents51' - 10"1244121242S3.3.551' - 10"10S3.3.51227' - 7"41241' - 4"D-1TGTRUSS BEARING37'-4" (TYPICAL)12D-14L3"X3"X1/4", TYP.9S3.3.5L2 1/2"X2 1/2"X1/4", TYP.3"X3"X1/4" BENT PLATE124TGD-18' - 0"7S3.3.5TRUSS BEARING37'-4" (TYPICAL)1S3.3.51S3.3.48' - 11"FIRE STATION #2616 Simonton Street, Key West, FloridaBUILDING AND SITE DEVELOPMENTFORCity of Key West, 3132 Flagler Avenue, Key West, Florida 3304022' - 8" 23' - 23' 1 1/8" - 1"22' - 7" 25' - 0"93' - 93' 4 1/8" - 4"Drawing Size24x36Drawn By:LAGTitle:Project #:MK-12060Checked By:JTLROOFFRAMINGPLANROOF FRAMING PLAN1/4" = 1'-0"FOR FRAMING PLAN NOTESSEE SHEET S1.1.2CONSULTING ENGINEERS5621 Banner DriveFort Myers, Florida 33912239.278.1992 • FAX 239.278.0922E-MAIL: info@tkwonline.comEngineering Certification # 5762Survey LB # 734Sheet Number:S2.2.5Date: February 15, 2013©2012 by mbi | k2m Architecture, Inc.

ARCHITECT:CENTERBAR(1) 2'-0"2'-0"REINFORCING- SEE SCHEDULECENTERBARCONCRETE FOOTING-SEE SCHEDULENOTE:USE SAME CORNER REINFORCING @ OTHER ANGLED CORNERS.KEYED JOINT (AT SLAB MID-DEPTH)PAINT W/CURING COMPOUND ASBOND BREAK BEFORE ADJACENTSLAB IS PLACEDSLABREINF3/4" SAW CUT (SAWSAME DAY AS POUR)FILL W/JOINT SEALERCONSTRUCTION JOINTSAW CUTJOINT(3/4" MIN)SLABREINFIV:3HFORMEDJOINTNOTE: CONTROL JOINTS TO BE 15'-0" OC MAXCONTROL JOINTT/4 (1 1/2" MIN)"T"1/8x3/4" PREMOLDED STRIPFLUSH W/ SURFACECONC SLAB-SEE PLAN111' - 0"1' - 0" MAX1' - 0" MIN.(2) #5 CONT0"- 4"4" - 1'-0"6#4xCONT111PROVIDE #5 @ 12" OC EAWAY W/ 8" EMBED @CONC STEM WALL2' - 0"SEE PLANMAX1' - 6"MIN4' - 0" MIN11MATCH FOOTINGREINFORCINGPROVIDE & COORD CAST IN PLACE WALL PANEL.THICKNESS TO MATCH PRECAST PANELMATCH BOTTOMREINFORCINGNO AUGERCAST PILESREQUIREDSEE PLANArchitecture, Interior Design,Procurement,Owner Representation,Specialty Consulting1001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA26001059Seal:Building RelationshipsBased on Trust and ResultsCleveland | Key West | CharlotteSouthwest Florida | Washington DC1TYPICAL FOOTINGCORNER DETAIL3/4" = 1'-0"2TYPICAL SLABJOINT DETAILS3/4" = 1'-0"3TYPICAL THICKENED SLAB3/4" = 1'-0"3/4" = 1'-0"SLAB THICKNESS5TYPICAL STEPPEDFOOTING DETAIL1/2" = 1'-0"James T. Lange, P.E.Reg.# 62694TKW Job # 12164.002/15/2013 11:47:35 AMConsultants:STRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 33912CIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 339071/2" COLUMNISOLATION JOINTLANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd.,Suite 300Coral Gables, Florida 33134PRECAST COLUMN ANDCONNECTION BYPRECAST MANUFCONC SLAB-SEE PLANCJSubmissions:2013.02.15 - Bidding Documents11' - 0"1' - 0"2#5 CONTTHICKENED EDGE2ND POURT.O SLAB11'-0"CONC SLAB-SEE PLANCAST-IN-PLACE STAIRS-SEE ARCH DWGSPRECAST STAIRS-SEE ARCH DRAWINGSCONNECTION BY MANUFISOLATION JOINT118"8"CONC SLAB-SEE PLAN1' - 0"(2) #5 CONT1' - 0"2"T.O SLAB9'-0"1' - 4"7' - 0"1SEE FTG SCHEDULEFOR SIZE AND REINF3/4" = 1'-0"AUGERCAST PILE-SEE PLANPRECASTCOLUMN-SEE PLAN3/4" = 1'-0"8STAIR DETAIL3/4" = 1'-0"1' - 4"1AUGERCAST PILE-SEE PLANSEE FTG SCHEDULEFOR SIZE AND REINF94 TYPICAL STEPPED SLAB 3/4" = 1'-0"PRECAST STAIRS-SEE ARCH DRAWINGS1' - 0"MINSEE FTG SCHEDULEFOR SIZE AND REINFPRECAST STAIR FOOTINGSFIRE STATION #2616 Simonton Street, Key West, FloridaBUILDING AND SITE DEVELOPMENTFORCity of Key West, 3132 Flagler Avenue, Key West, Florida 330403' - 0"3' - 0"CAST IN PLACE STAIRS#5 x 3'-0" DOWELS@16" OC T&B, TYP.#5 @ 12" OCTRANSV., TYP.106 COLUMN FOUNDATION 3/4" = 1'-0"#5 @ 8" OCTOP, TYP.#5 @ 12" OCTRANS., TYP.#5 @ 8" OCBOTTOM, TYP.(2) #5 x CONT1' - 4"CAST IN PLACE STAIRS3/4" = 1'-0"DRILL & EPOXY#5 @ 8" OC TOPW/ 4" EMBED111' - 0"7 TYPICAL ISOLATION JOINT 3/4" = 1'-0"(2) #5 x CONT111' - 4"PRE-ENGINEEREDMETAL LADDERCONNECTIONBY LADDERMANUFACTURERPRE ENGINEEREDMETAL LADDER FOOTING111' - 0"ISOLATION JOINTALL SIDESEQUIPMENT PAD#4@12 EW T&BSLAB ONGRADENOTE:GENERAL CONTRACTOR TO COORDINATE W/MECH DRAWINGS ANDSPECIFICATIONS TO DETERMINE REQUIREMENTS FOR EQUIPMENT PADEQUIPMENT PAD123/4" = 1'-0"4"8"TYPMIN8"NOTE:CONCRETE PAD-SEE ARCHCOMPACTED SUB-BASE(1) #4 - 4 SIDES1. COORDINATE LOCATION OF EQUIPMENT BOLTS AND PAD WITHEQUIPMENT SUPPLIER'S CERTIFIED DRAWING. SEE ARCH, MECHAND ELECT DRAWINGS FOR LOCATION AND SIZE OF EQUIPMENT PADS.13EQUIPMENT PADGRADECONSULTING ENGINEERS5621 Banner DriveFort Myers, Florida 33912239.278.1992 • FAX 239.278.0922E-MAIL: info@tkwonline.comEngineering Certification # 5762Survey LB # 734Drawing Size24x36Drawn By:LAGTitle:Sheet Number:DETAILSANDSECTIONSProject #:MK-12060Checked By:JTLS3.3.1Date: February 15, 2013©2012 by mbi | k2m Architecture, Inc.

T.O. SLABSEE PLANCONC SLAB-SEE PLAN2#5 CONTFOOTING TO PANELCONNECTIONS BYPRECAST MANUF1/2" EXP JOINT1' - 0"C L5 1/2"1'-0" MIN.11" PRECASTCOMPOSITEWALL PANELPRECASTCOLUMN11' - 0"COLUMN TO FOOTINGCONNECTIONS BYPRECAST MANUF7' - 0"VARIES1' - 0" MAX1' - 0" MIN.1' - 0"2#5 CONTCONC SLAB-SEE PLANCONC SLAB-SEE PLAN8" CMU WALLW/ #5 @ 24" O.C1' - 0"(2) #5 CONT1' - 0"48 BAR DIA1' - 0"9 GA. LADDER TYPEHORIZONTAL REINF.AT 16" O.C.1' - 0"GROUT SOLIDBELOW GRADECONC SLAB-SEE PLAN(2) #5 CONT11'-0"7'-0"CONC SLAB-SEE PLAN9' - 0"(2) #5 CONTSTRUCTURALPRECAST COLUMN1/2" EXP JOINT7' - 0".EXTERIOR FACE OF STRUCTURALPANELS, COLUMNS & BEAMS1/2"1' - 7"STRUCT.5 1/2" TO EXT. FACE1' - 10"ARCH.ARCH. PRECAST COLUMN-SEE ARCH DWGSSEE CIVIL DWGSSeal:ARCHITECT:Architecture, Interior Design,Procurement,Owner Representation,Specialty Consulting1001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA26001059Building RelationshipsBased on Trust and ResultsCleveland | Key West | CharlotteSouthwest Florida | Washington DC1' - 0"16" MINSEE FTG SCHEDULEFOR SIZE AND REINFAUGERCASTPILE-SEE PLANTYPICAL WALL FOOTINGCOORD W/ TRENCHDRAIN MANUFSEE FTG SCHEDULEFOR SIZE AND REINFAUGERCAST PILE-SEE PLAN3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0"10" MIN 10" MINSLAB ON GRADECONSULTING ENGINEERS5621 Banner DriveFort Myers, Florida 33912239.278.1992 • FAX 239.278.09229 TRENCH DETAIL @ WALL OPENING12E-MAIL: info@tkwonline.com5 THICKENED SLAB AT WALL CHASE COLUMN SECTIONDOOR THRESHOLD6 NON-BEARING WALL FOOTING 7 83/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0"EXTERIOR FACE OF STRUCTURALPANELS, COLUMNS & BEAMSEXTERIOR FACE OF STRUCTURALPANELS, COLUMNS, & BEAMS1' - 7"1' - 10"5 1/2" TO EXT. FACESTRUCT.ARCH.DOOR LOCKING MECHANISM REQ'D TOSEE ARCH. COORD W/ DOORRESIST WIND PRESSURE. REFER TO DOOR1' - 6"MANUF FOR LOCATION AND LOADS.ARMOR CORNERSSLAB EDGEHYDRAULIC DOOR &FOR DOORSFOUNDATIONCONC SLABFRAME BY OTHERS-SEE PLAN-SEE PLAN3K (MIN)CONC SLAB4" CMU WALL9'-0"EA SIDE OF DOOR-SEE CIVIL DWGS6" PRECASTCONC SLABWALL PANEL-SEE PLANCONC SLABCONC SLAB-SEE PLAN-SEE PLAN111'-0"T.O. SLAB#5x1'-4"x6'-0"@ 24"OC 1T.O. SLABSEE PLAN7' - 0"2' - 2"3' - 0"(2) #5 CONT1' - 0"1' - 0"(2) #5 CONT(3) #5 CONT(4) #5 LW BOTFOOTING TO PANEL#5 @ 12" O.C. SW BOTCONNECTIONS BY#5 @ 24" O.C.PRECAST MANUFARCHITECTURALSTRUCTURALPRECAST COLUMNPRECAST COLUMN-SEE ARCH DWGSSEE FTG SCHEDULEFOR SIZE AND REINFAUGERCAST PILE-SEE PLAN4'-0"#5 BAR @ 24" O.C.1' - 0"TRENCH DRAIN AND GRATECONC SLAB(1) #5 CONT.CONC SLABSUPPORT BY OTHERS. REF-SEE PLAN-SEE PLANCOORD W/ TRENCHPLUMBING DRAWINGS. INSTALL11'-0"11'-0"DRAIN MANUFPER MANUF RECOMMENDATIONS.#4 @ 10" T & B1/8" CHAMFER8" CONC SLAB ON GRADE,SLOPED TOWARD DRAIN(2) #5 CONT1' - 0"8" CMU WALL(2) #5 CONT BOT1' - 0"12" CONCRETE WALLW/ #5 @ 48" O.CWITH #5 @ 12" O.C.EA. WAY EA. FACE(1) #4 @ MIDGROUT SOLIDDEPTH OF SLABBELOW GRADEPRE CAST PANEL7'-0"7'-0"ENG FILLHOOK TOP BARS1/2" COMPRESSIBLEOPENINGFILLER X WIDTH &DEPTH OF SLAB (TYP)(3) #5 CONT BOT(2) #5 CONT TOP#3 STIRRUPS @ 24" OCSEE FTG SCHEDULEFOR SIZE AND REINFEngineering Certification # 5762Survey LB # 7341 1/2" = 1'-0"21' - 0"COLUMN FOOTING @ ARCADE1' - 0"1' - 0"48 BAR DIA34' - 0"FOOTING @ CMU WALL1' - 0"10 MASONRY STEMWALL 11 CONCRETE WALL3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0"48 BAR DIA44'-0" MIN1 1/2"CLR2'-0" (TYP)45.00°AUGERCAST PILESEE PLANCOLUMN FOOTING DETAILAT FIRE STATION DOORSSEE FTG SCHEDULEFOR SIZE AND REINFJames T. Lange, P.E.Reg.# 62694TKW Job # 12164.002/15/2013 11:47:38 AMConsultants:STRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 33912CIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 33907LANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd.,Suite 300Coral Gables, Florida 33134Submissions:2013.02.15 - Bidding DocumentsFIRE STATION #2Title:616 Simonton Street, Key West, FloridaDrawing Size24x36Drawn By:LAGSheet Number:BUILDING AND SITE DEVELOPMENTFORDETAILSANDSECTIONSCity of Key West, 3132 Flagler Avenue, Key West, Florida 33040Project #:MK-12060Checked By:JTLS3.3.2Date: February 15, 2013©2012 by mbi | k2m Architecture, Inc.

ARCHITECT:11" PRECASTCOMPOSITE WALLPANELPRECAST PLANK W / TOPPING-SEE PLANFIN FLR25'-10"PRECAST DOUBLE TEE W/TOPPING -SEE PLANTOPPING-SEE PLANFIN FLR25'-10"8" SOLIDPRECAST PLANKWITH NON STRUCTURALCONCRETE TOPPING17'-11"8" SOLIDPRECAST PLANKWITH NON STRUCTURALCONCRETE TOPPING17'-11"Architecture, Interior Design,Procurement,Owner Representation,Specialty Consulting1001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA26001059WELD PLATE CONNBY PRECAST MANUFBEARING24'-8 1/4"EMBED PLATE3/8"x10"x0'-10"W/ (40 3/4"DIA x 5" HS1/4"x4"x6" PLATE WELED TOEMBED PLATE EA. SIDE OFWALL @ 48" O.C. (MAX)EMBED PLATE3/8"x10"x0'-10"W/ (40 3/4"DIA x 5" HS1/4"x4"x6" PLATE WELED TOEMBED PLATE EA. SIDE OFWALL @ 48" O.C. (MAX)8" BOND BEAMW/ 1#5 CONT.Seal:Building RelationshipsBased on Trust and ResultsCleveland | Key West | CharlotteSouthwest Florida | Washington DC8"x12" CORBEL24" DOUBLE TEE-SEE PLAN11" PRECASTCOMPOSITEWALL PANEL2 SIDES3/16 6 @ 482 SIDES3/16 6 @ 48CORBEL1 WALL SECTION 2 WALL SECTION3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0"11" PRECASTCOMPOSITE WALLPRE ENGINEEREDPRECAST PLANKPRE ENGINEEREDPRECAST PLANKPANELMETAL TRUSS &W/ TOPPINGMETAL TRUSS &W/ TOPPINGCONNECTION BY-SEE PLANCONNECTION BY-SEE PLANPRE ENGINEEREDOTHERSOTHERSMETAL TRUSS &FIN FLRFIN FLRCONNECTION BY25'-10"25'-10"FIN FLROTHERS25'-10"INSULATEDWELD PLATE CONNPRECAST WALLBY PRECAST MNF8"x12" CORBEL8"x12" CORBEL11" PRECAST11" PRECASTCOMPOSITECOMPOSITEWALL PANELWALL PANELWALL SECTION @MEZZANINEWALL SECTION57 83/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0"3/4" = 1'-0"SPANDREL BEAM4' - 6"8"3' - 0"10"ARCHPRECAST CAPSTEEL HEADERSWHERE REQDPRECAST GUARD &BY MANUFRAIL - SEE ARCH.PRECAST COLUMNSEE PLAN4" HOUSEKEEPER SLAB W/6x6-W1.4xW1.4 WWF & (1) #4CONT AROUND PERIMETER8" PRECAST SLABOPENINGW/ 2" TOPPINGFIN. FLOOR25'-10"12"X24"PRECAST BEAMDRILL & EPOXY 1/2" DIAx6" DOWELSW/ 3" EMBED @ 24" OC AROUNDPERIMETERPRECAST PLANKSPANDREL BEAMTYPICALPRECAST OPENING9 HOUSEKEEPING PAD 10 ELEVATED WALKWAY 128" SOLID PRECASTPLANK - SEE PLANWELD PLATE CONNBY PRECAST MNF1" = 1'-0"4"3 T.O PRECAST WALL @ MEZZ T.O. CMU WALL43/4" = 1'-0"PC PLANK SPAN4' - 0"1' - 6"1' - 6" 1' - 0"WALL SECTION6 WALL SECTION TYPICAL COLUMN SECTION111/2" = 1'-0"3/4" = 1'-0"3/4" = 1'-0"2' - 6 1/4"2' - 0"2' - 0"8"x12" CORBELPRECAST DOUBLE TEEW/ TOPPING -SEE PLANCONSULTING ENGINEERS5621 Banner DriveFort Myers, Florida 33912239.278.1992 • FAX 239.278.0922E-MAIL: info@tkwonline.comEngineering Certification # 5762Survey LB # 734James T. Lange, P.E.Reg.# 62694TKW Job # 12164.002/15/2013 11:47:39 AMConsultants:STRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 33912CIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 33907LANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd.,Suite 300Coral Gables, Florida 33134Submissions:2013.02.15 - Bidding DocumentsFIRE STATION #2Title:616 Simonton Street, Key West, FloridaDrawing Size24x36Drawn By:LAGSheet Number:BUILDING AND SITE DEVELOPMENTFORDETAILSANDSECTIONSCity of Key West, 3132 Flagler Avenue, Key West, Florida 33040Project #:MK-12060Checked By:JTLS3.3.3Date: February 15, 2013©2012 by mbi | k2m Architecture, Inc.

ARCHITECT:PRE ENGINEERED METAL TRUSSESMETAL ROOF DECK-SEE PLANSArchitecture, Interior Design,Procurement,Owner Representation,Specialty Consulting11X47 PRECASTBEAMPRE ENGINEEREDPRECAST GUTTER1001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA26001059Building RelationshipsBased on Trust and Results35' - 6"COLUMNBELOW8" 11"1' - 10"8"11"1' - 10"8x30+ DOORBEAM BELOWSeal:Cleveland | Key West | CharlotteSouthwest Florida | Washington DC8x30+ DOORBEAM BELOW11x42SPANDREL BEAM-SEE PLAN11X42 SPANDRELBEAM -SEE PLAN12X54 PRECASTCOLUMNDOUBLE TEECORBEL12x54 PRECASTCOLUMN- SEE PLANDOUBLE TEE BELOWCOLUMNBELOWJames T. Lange, P.E.Reg.# 62694TKW Job # 12164.002/15/2013 11:47:39 AMConsultants:STRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 3391211" PRECASTCOMP. PANEL11" PRECAST COMPWALL PANEL4' - 6"11" PRECAST COMPWALL PANEL12x33 PRECASTCOLUMNCIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 33907LANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd.,Suite 3001S3.3.4Coral Gables, Florida 33134Submissions:2013.02.15 - Bidding Documents27' - 4"24' - 8"2COLUMN SECTION(HIGH CORNER)3/4" = 1'-0"3COLUMN SECTION HIGH3/4" = 1'-0"1COLUMN DETAIL3/4" = 1'-0"SPANDREL BEAM-SEE PLAN11X42 PRECASTBEAM BEYOND8X30 PRECASTBEAM BEYOND11" PRECAST COMPOSITE PANEL1' - 0"COLUMN BELOW12x33PRECAST COLUMNT.O SLAB25'-10"CONC TOPPING-SEE PLANDOUBLE TEE-SEE PLAN8x30+PRECAST BEAM-SEE PLAN12x33PRECAST COLUMN27' - 4"24' - 8"4S3.3.4CONC TOPPING-SEE PLANT.O SLAB25'-10"DOUBLE TEE-SEE PLAN8X30 PRECAST BEAM-SEE PLAN36" MIN. TO FIRST TEEARMOR EDGESFOR DOORT.O BEAM 27' - 4"11X42 SPANDRELBEAM - SEE PLANFIRE STATION #2616 Simonton Street, Key West, FloridaBUILDING AND SITE DEVELOPMENTFORCity of Key West, 3132 Flagler Avenue, Key West, Florida 3304011"1' - 10"PRECAST COMPOSITEWALL PANELPRECAST COMPOSITEWALL PANEL BEYONDDrawing Size24x36Drawn By:LAGProject #:MK-12060Checked By:JTLTitle:1' - 1" 3" 3"DETAILSANDSECTIONS4SPANDREL SECTION3/4" = 1'-0"51' - 7"SECTION @ GARAGE DOOR3/4" = 1'-0"6DETAIL @ FIRE STATIONENTRANCE3/4" = 1'-0"CONSULTING ENGINEERS5621 Banner DriveFort Myers, Florida 33912239.278.1992 • FAX 239.278.0922E-MAIL: info@tkwonline.comEngineering Certification # 5762Survey LB # 734Sheet Number:S3.3.4Date: February 15, 2013©2012 by mbi | k2m Architecture, Inc.

ARCHITECT:PRE ENGINEERED METAL TRUSSESAND CONNECTIONS BY OTHERS1 1/2" METAL ROOF DECK-SEE PLANS4x4x18GA BENT PLATE CONTW/ 1/4" DIA x 2" CONC SCREWARCH'S @ 18" OC INTO PRECASTTRUSS CONNECTION. PRECASTER TO COORDEMBED LOCATIONS W/ TRUSS SHOP DRAWINGSEMBED PLATE FOR TRUSSCONNECTION SUPPLIED BYTRUSS MANUF, INSTALLEDBY PRECASTER35' - 6"T.O PLANKPRE ENGINEEREDMETAL TRUSS ANDCONNECTIONS BYOTHERS37' - 2"METAL ROOF DECK-SEE PLANPLYWOOD SHEATHING-SEE ARCHCONN BYPRECASTERPRECAST BEAM-SEE PLAN38' - 9"PRECASTGUTTER38' - 0"CONN BYPRECASTERPRE ENGINEEREDMETAL TRUSSES-SEE PLAN37' - 4"TRUSS BRGEMBED PLATE FOR TRUSSCONN SUPPLIED BY TRUSSMANUF, INSTALLED BYPRECASTERPRE ENGINEERED METAL TRUSSESAND CONNECTIONS BY OTHERS1 1/2" METAL ROOF DECKP=35K(MIN)4x4x12 GA BENT PLATE CONTW/ 1/2" DIA x 3" CONC SCREWARCH'S @ 18" OC INTO PRECAST38' - 9"35' - 6"Architecture, Interior Design,Procurement,Owner Representation,Specialty Consulting1001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA26001059Seal:Building RelationshipsBased on Trust and ResultsCleveland | Key West | CharlotteSouthwest Florida | Washington DC11x47 PRECAST BEAM-SEE PLANPRE ENGINEEREDPRECAST CUTTERCOLUMN BEYONDPRECAST BEAM-SEE PLAN1" FOR SHIM& ADJUST3" 3" 4"7" 6"2"INSULATED PRECAST COMPOSITESOFFIT PANEL1 ROOF DETAIL ROOF DETAIL @ BALCONY23/4" = 1'-0"3/4" = 1'-0"1" FOR SHIM& ADJUSTINSULATED PRECASTCOMPOSITESOFFIT PANEL3" 4"3"7" 6"2"35' - 6"11" PRECAST COMPOSITEWALL PANELPRE ENGINEEREDPRECAST GUTTERNOTE: STATED TRUSS REACTIONS ARE UNFACTORED MINIMUMDESIGN REQ'T'S FOR THE EMBED PLATES. ACTUAL DESIGNREACTIONS SHALL BE USED WHEN THEY EXCEED THESE VALUES.3 ROOF DETAIL ROOF DETAIL43/4" = 1'-0"3/4" = 1'-0"James T. Lange, P.E.Reg.# 62694TKW Job # 12164.002/15/2013 11:47:40 AMConsultants:STRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 33912CIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 33907LANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd.,Suite 300Coral Gables, Florida 33134TRUSS CONNECTION BYMANUFACTURERSubmissions:2013.02.15 - Bidding DocumentsLG TRUSSES @ 4'-0" MAX.(SPACED BTWN COLUMNS)TRUSS GIRDERS AT COLUMNS18" DP LG SPANDRELTRUSS GIRDER3/16 4METAL GUTTER,SEE ARCH.3"X3"X1/4"BENT PLATE1/8 2MIN 4x4x18GA BENTPLATE CONT3/8" EMBED PLATEPRECASTCOLUMNEMBED PLATE3/8" x 12" x 1'-0" W/4 - 3/4" DIA. x 6" HS@ PANEL POINTS(APPROX. 8 FTOC)L2 1/2" X 2 1/2" X 1/4"L2 1/2" X 2 1/2" X 1/4"6 ROOF SECTION @ COVERED PORCH PRE ENGINEERED METAL TRUSS3/16 2EMBED PLATE3/8" x 12" x 1'-0"L2 1/2" X 2 1/2" X 1/4"W/ 4 - 3/4" DIA. x 6" HSL2 1/2" X 2 1/2" X 1/4"1 1/2" METAL ROOF DECK#12 SCREWS @ 6" OC1 1/2" METAL ROOF DECK#12 SCREWS @ 6" OC2" 8" 2"TRUSS DETAIL @ BENT PLATEMIN 4x4x18GA BENT1' - 0"8 9PRE ENGINEEREDPLATE CONTMETAL TRUSS1" = 1'-0"1" = 1'-0"10 RIDGE SECTION 1/2" = 1'-0"1 1/2" = 1'-0"11HIP SECTION1 1/2" = 1'-0"121' - 0"2" 8" 2"8"x12" EMBED PLATE1 1/2" = 1'-0"38'-0"2"2" 8"11" PRECASTCOMPOSITEWALL PANEL3"X3"X1/4"BENT PLATE3/16 278' - 0"TRUSS SECTION1" = 1'-0"45.00° +/-45.00° +/-L3"X3"X1/4"L2 1/2" X 2 1/2" X 1/4"PRE ENGINEERED METAL TRUSSL3"X3"X1/4"1/8 31/8 11/8 1PRE ENGINEERED METAL TRUSS1/8 31/8 11/8 1TRUSS DETAIL @ ANGLECONSULTING ENGINEERS5621 Banner DriveFort Myers, Florida 33912239.278.1992 • FAX 239.278.0922E-MAIL: info@tkwonline.comEngineering Certification # 5762Survey LB # 734FIRE STATION #2Title:616 Simonton Street, Key West, FloridaDrawing Size24x36Drawn By:LAGSheet Number:BUILDING AND SITE DEVELOPMENTFORDETAILSANDSECTIONSCity of Key West, 3132 Flagler Avenue, Key West, Florida 33040Project #:MK-12060Checked By:JTLS3.3.5Date: February 15, 2013©2012 by mbi | k2m Architecture, Inc.

ARCHITECT:TO WALLSEE ARCH DWGSPRECAST GUTTERTO WALLSEE ARCH DWGSPRECAST GUTTERArchitecture, Interior Design,Procurement,Owner Representation,Specialty Consulting1001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA26001059Building RelationshipsBased on Trust and ResultsCleveland | Key West | CharlotteSouthwest Florida | Washington DCSeal:TO LANDINGSEE ARCH DWGSJames T. Lange, P.E.Reg.# 62694TKW Job # 12164.002/15/2013 11:47:40 AMConsultants:STRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 33912CIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 33907LANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd.,Suite 300Coral Gables, Florida 33134Submissions:PRE ENGINEEREDMETAL TRUSSES-SEE PLANPRECAST WALLPRECAST LANDINGW/ TOPPING2013.02.15 - Bidding DocumentsPRE ENGINEEREDMETAL TRUSS - SEEPLANPRECAST LANDINGSOFFITPRECAST STAIRSBEYONDPRECAST SOFFITT.O LANDINGSEE ARCHCONC SLAB- SEE PLAN(2) #5 CONT1' - 0"1' - 0"1' - 0"(2) #5 CONTCONC SLAB- SEE PLANSEE FTG SCHEDULEFOR SIZE AND REINFORCINGPRECAST STAIRS(2) # 5 CONT1' - 4"1' - 0"(2) #5 CONT1' - 0"1' - 0"PRECAST WALLCONC SLAB- SEE PLAN(2) #5 CONTSEE FTG SCHEDULEFOR SIZE AND REINFORCINGAUGERCAST PILE-SEE PLANT.O SLABSEE PLANFIRE STATION #2616 Simonton Street, Key West, FloridaBUILDING AND SITE DEVELOPMENTFORCity of Key West, 3132 Flagler Avenue, Key West, Florida 330401STAIR SECTION1/2" = 1'-0"Drawing Size24x36Drawn By:LAGTitle:DETAILSANDSECTIONSProject #:MK-12060Checked By:JTLSheet Number:CONSULTING ENGINEERS5621 Banner DriveFort Myers, Florida 33912239.278.1992 • FAX 239.278.0922E-MAIL: info@tkwonline.comEngineering Certification # 5762Survey LB # 734S3.3.6Date: February 15, 2013©2012 by mbi | k2m Architecture, Inc.

ARCHITECT:Architecture, Interior Design,Procurement,Owner Representation,Specialty Consulting1001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA26001059Building RelationshipsBased on Trust and ResultsCleveland | Key West | CharlotteSouthwest Florida | Washington DCSeal:Consultants:STRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 33912CIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 33907LANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd., Suite 300Coral Gables, Florida 33134Submissions:2013.02.15 - Bidding DocumentsFIRE STATION #2616 Simonton Street, Key West, FloridaBUILDING AND SITE DEVELOPMENTFORCity of Key West, 3132 Flagler Avenue, Key West, Florida 33040Drawing Size24x36Drawn By:TCHProject #:MK-12060Checked By:LTETitle:LEGEND, GENERALNOTES, SHEET INDEXHVACSheet Number:M0.1.1Date: February 15, 2013©2013 by mbi | k2m Architecture, Inc.

ARCHITECT:NOTES KEYED TO PLANArchitecture, Interior Design,Procurement,Owner Representation,Specialty Consulting1001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA26001059Building RelationshipsBased on Trust and ResultsCleveland | Key West | CharlotteSouthwest Florida | Washington DCSeal:Consultants:STRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 33912CIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 33907LANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd., Suite 300Coral Gables, Florida 33134Submissions:2013.02.15 - Bidding DocumentsSTAIR #2002LAUNDRY104MENS RESTROOM106TRUCK AND EQUIPMENT BAY101COVERED ARCADE003WOMENS RESTROOM105RESTROOM103STORAGE102STAIR #1001FIRE STATION #2616 Simonton Street, Key West, FloridaBUILDING AND SITE DEVELOPMENTFORCity of Key West, 3132 Flagler Avenue, Key West, Florida 33040Drawing Size24x36Drawn By:TCHProject #:MK-12060Checked By:LTETitle:FIRST FLOORPLAN - HVACNFIRST FLOOR PLAN - HVACSCALE: 1/4" = 1'-0"Sheet Number:M1.1.1Date: February 15, 2013©2013 by mbi | k2m Architecture, Inc.

ARCHITECT:NOTES KEYED TO PLANArchitecture, Interior Design,Procurement,Owner Representation,Specialty Consulting1001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA26001059Building RelationshipsBased on Trust and ResultsCleveland | Key West | CharlotteSouthwest Florida | Washington DCSeal:JANITOR212BEDROOM 6211BEDROOM 5210HALLWAY213BEDROOM 4209BEDROOM 3208BEDROOM 2207BEDROOM 1206DINING204OFFICE205Consultants:STRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 33912CIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 33907LANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd., Suite 300Coral Gables, Florida 33134ENTRY217LAUNDRY216BATHROOM215BATHROOM214Submissions:2013.02.15 - Bidding DocumentsBALCONY203ELEC. ROOM219OPEN STORAGESTORAGE220EXERCISE ROOM218KITCHEN201STAIR #1001LIVING AREA202FIRE STATION #2616 Simonton Street, Key West, FloridaBUILDING AND SITE DEVELOPMENTFORCity of Key West, 3132 Flagler Avenue, Key West, Florida 33040Drawing Size24x36Drawn By:TCHProject #:MK-12060Checked By:LTETitle:SECOND FLOORPLAN - HVACNSECOND FLOOR PLAN - HVACSCALE: 1/4" = 1'-0"Sheet Number:M1.1.2Date: February 15, 2013©2013 by mbi | k2m Architecture, Inc.

ARCHITECT:Architecture, Interior Design,Procurement,Owner Representation,Specialty Consulting1001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA26001059Building RelationshipsBased on Trust and ResultsCleveland | Key West | CharlotteSouthwest Florida | Washington DCSeal:Consultants:STRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 33912CIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 33907LANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd., Suite 300Coral Gables, Florida 33134Submissions:2013.02.15 - Bidding DocumentsFIRE STATION #2616 Simonton Street, Key West, FloridaBUILDING AND SITE DEVELOPMENTFORCity of Key West, 3132 Flagler Avenue, Key West, Florida 33040Drawing Size24x36Drawn By:TCHProject #:MK-12060Checked By:LTETitle:MEZZANINE PLAN -HVACSECTION ASCALE: 1/4" = 1'-0"NMEZZANINE FLOOR PLAN - HVACSCALE: 1/4" = 1'-0"Sheet Number:M1.1.3Date: February 15, 2013©2013 by mbi | k2m Architecture, Inc.

ARCHITECT:Architecture, Interior Design,Procurement,Owner Representation,Specialty Consulting1001 Whitehead StreetKey West, Florida 33040Tel: 305.292.7722Fax: 305.292.2162Email: infoKW@mbi-k2m.comwww.mbi-k2m.comPROF. REG. AA26001059Building RelationshipsBased on Trust and ResultsCleveland | Key West | CharlotteSouthwest Florida | Washington DCSeal:Consultants:STRUCTURAL ENGINEER:TKW Consulting Engineers5621 Banner Drive,Fort Myers, Florida 33912CIVIL ENGINEER:Perez Engineering & Development, Inc.1010 Kennedy Dr., Suite 201Key West, Florida 33040MEP / FP ENGINEER:TLC Engineering for Architecture1400 Colonial Boulevard, Suite 203Fort Myers, Florida 33907LANDSCAPE ARCHITECTLandscape Architecture, LLC2525 Ponce de Leon Blvd., Suite 300Coral Gables, Florida 33134Submissions:2013.02.15 - Bidding DocumentsFIRE STATION #2616 Simonton Street, Key West, FloridaBUILDING AND SITE DEVELOPMENTFORCity of Key West, 3132 Flagler Avenue, Key West, Florida 33040Drawing Size24x36Drawn By:TCHProject #:MK-12060Checked By:LTETitle:ROOF PLAN -HVACNROOF PLAN - HVACSCALE: 1/4" = 1'-0"Sheet Number:M1.1.4Date: February 15, 2013©2013 by mbi | k2m Architecture, Inc.