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DATE I 11, i ABBREVIATIONS WHEN USED IN COMPOSITION MAY INCLUDE PERIODS FOR CLARIFICATION SHEET NUMBER SHT. # SHEET TITLE ISSUE DATE # r _ SECTION DESIGNATION Port - Cochere j F�� PLYWOOD _ COMPACTED SOIL I D - - +- O O G-000 COVER SHEET - - I TREAD - T F METER 1 M II _ 1 u � � ANCHOR BOLT E EAST 5 I ACOUS ACOUSTICAL EA EACH MACH MACHINE T/ TOP OF _ I MAINT MAINTENANCE T&B TOP & BOTTOM 5 G-001 INDEX / GENERAL NOTES / ABBREVIATIONS & CODE DATA - - ; I ACT ACOUSTICAL CEILING TILE EL ELEVATION AD AREA DRAIN ELAS ELASTOMERIC MAS MASONRY T&G TONGUE & GROOVE SHEET NUMBER A4.33 G-002 SPECIFICATIONS ADH ADHESIVE ELEC ELECTRICAL MATL MATERIAL T.BD. TACK BOARD - G-003 SPECIFICATIONS ADJ ADJUSTABLE ELEV ELEVATOR MAX MAXIMUM TEL TELEPLONE Building 1000 ED FLOOR EMER EMERGENCY M.BD. MARKER BOARD TEMP TEMPORARY - DISCIPLINE LETTER DRAWING REVISION I AFF ABOVE FINISH ENCLOSURE G-004 SPECIFICATIONS - UNDISTURBED SOIL PARTICLE BOARD AGG AGGREGATE ENCL MCB METAL CORNER BEAD THK THICK - ^ j A C AIR CONDITIONING ENGR ENGINEER MECH MECHANICAL TLT TOILET ' - ROOM NAMES AND NUMBERS / MEMB MEMBRANE i REVISION NUMBER 11 I g ALUM ALUMINUM ENT EXPANSION JOINT MEZZ MEZZANINE TL TASKLIGHT 5 LANDSCAPE i I ALT ALTERNATE TOPO TOPOGRAPHY 5 I, A ANOD ANODIZED EO ELECTRIC OUTLET MFR MANUFACTURER T. STAT. THERMOSTAT OFFICE - ROOM NAME A4.33 _ _ MH MANHOLE ANCH ANCHOR E. PNL. ELECTRICAL PANEL N TELEVISION - LS-1 LANDSCAPE & HARDSCAPE PLANS MIN MINIMUM >- -~•'_��' NUMBER ANNUNC ANNUNCIATOR EQ EQUAL COO ROOM CLIENT TYP TYPICAL 4 MISC MISCELLANEOUS ri �� ' � ' �' AP ACCESS PANEL EQUIP EQUIPMENT SAND H�"�u.••+��ti:;,>• GYPSUM WALLBOARD - I ' I TRTD TREATED %;;a;.ti;,!;.;.;ti 00 SF AREA SHEET NUMBER I APPROX APPROXIMATE EWC ELECTRIC WATER COOLER MM MILLIMETER TERR TERRAllO :*;'ri. -°`''�'~ I ARCHITECTURAL L EXC EXCAVATION M.O. MASONRY OPENING 00 - OCUPANCY WALL SECTION TARGETS Fleet Landing !I. ARCH ARCH E I _I et Lundin Blvd I 1 Fleet : ALE g 1 : V MOVABLE " ; ASPH ASPHALT EXH EXHAUST MO 0 Q ASST ASSISTANT EXIST EXISTING MTD MOUNTED UC UNDER CABINET - FINISH SECTION DESIGNATION FENCING WITH POSTS) I ' ! MTG MOUNTING UCL UNDER CABINET LIGHT - Atlantic Beach, FL 32233 I AUTO AUTOMATIC EXP EXPANSION EXPO EXPOSED MTL METAL UNEXC UNEXCAVATED EXT EXTERIOR MUL MULLION UNF UNFINISHED NORTH ARROW 4 4 ARCHITECTURAL MDF MEDIUM DENSITY U.N.O. UNLESS NOTED OTHERWISE BITUMINOUS PAVING WATERPROOFING j I � � � � � � � L 4.33 \ _ 0 PROPOSED ARCHITECTURAL SITE PLAN - ARCHITECT BB BASEBOARD F/ FACE OF FIBERBOARD UR URINAL BOTTOM OFA 10 ROP BD BOARD FA FIRE ALARM UTIL UTILITY I BITUM BITUMINOUS Fg, FABRIC N NORTH SHEET NUMBER FLOOR SINK A-200 PROPOSED FLOOR PLAN o I VAC VACUUM - - BLDG BUILDING F.C. FOOT CONTROL N.LC. NOT IN CONTRACT A-201 PROPOSED REFLECTED ROOF PLAN AND REFLECTED CEILING PLAN VIA Concepts, LLC BLK BLOCK FD FLOOR DRAIN NO NUMBER VB VINYL BASE - F.S. A-300 PROPOSED ELEVATIONS - - VCT VINYL COMPOSITION TILE NORTH 1807 Third Street North I ' „ BLKG BLOCKING FDN FOUNDATION NOM NOMINAL _ BM BEAM EXTINGUISHER NOT TO SCALE VENT VENTILATION o T RIGID INSULATION A-400 SECTIONS AND DETAILS Jacksonville Beach, FL 32250 ' H MARK FE FIRE EXTIN N.T.S. VERT VERTICAL Q,a CONCRETE DETAIL SECTION TARGETS I I I BMK. BENCH FEC FIRE EXTINGUISHER CABINET VEST VESTIBULE GRAPHIC SCALE FLOOR DRAIN BOT BOTTOM SECTION DESIGNATION I FFL FINISHED FLOOR LEVEL OA OVERALL I V.I.F. VERIFY IN FIELD BR BRICK FHC FIRE HOSE CABINET OC ON CENTER 0 8' 4' 2' An2sao1354 { VOL VOLUME F.D. g I BRG BEARING FHVC FIRE HOSE VALVE CABINET O.D. OUTSIDE DIAMETER 4 BSMT BASEMENT FHMS FLAT HEAD MACHINE SCREW OFD OVERFLOW DRAIN VT VINYL TILE B.T.B. BACK TO BACK FHR FIRE HOSE RACK OFF OFFICE VWC VINYL WALL COVERING 4 - I BUILT-UP ROOFING o o A6.33 OVERFLOW DRAIN AND ROOF DRAIN sTRucTuw,l_ i B.U.R. FIN FINISH OH OVERHEAD Latitude 30 Engineering FIXT FIXTURE OPNG OPENING W WEST s TERRAZZO \ �V BATT INSULATION {' FL FLOOR OPP OPPOSITE W/ WITH -' ' � _SCALE: 1 4" = 1'-O" _ CAB CABINET / SHEET NUMBER ,, •.,, 3. r l I ° FLEX FLEXIBLE DPP. H OPPOSITE HAND W/0 WITHOUT CB CATCH BASIN j I 1510 B Second .street Sou K BOARD FLUOR FLUORESCENT WB WOOD BASE �; PARTIAL PLAN AND DETAIL TARGETS OVERFLOW DRAIN Jacksonville Beach, FL 32250 C.BD. CHALK --. CEMENT FPRF FIREPROOF WC WATER CLOSET CEM' PE No. 58173 I 'll CEMPLAS CEMENT PLASTER FRTW FIRE RETARDANT PA PUBLIC ADDRESS WD WOOD COLUMN SYMBOLS �C PLAN OR DETAIL ROOF DRAIN � Certificate of Authorization t1o. 26691 CG CORNER GUARD TREATED WOOD PAV PAVING WF WIDE FLANGE CENTER LINES DESIGNATION PC PRE-CAST W.H. WATER HEATER iI{ 1 CIRC CIRCULATION FT FOOT (FEET) PF PANEL FABRIC WI WROUGHT IRON SHOWER HEAD - I CK CORK F.T.F. FACE TO FACE PL PLATE WIN WINDOW CUT STONE CARPETING + ,,G FTG FOOTING q ELECTRICAL CK. BD. CORK BOARD I 4 4 F.T.R. FIN TUBE RADIATION P. LAM. PLASTIC LAMINATE WM WIRE MESH STRUCTURAL II C` CL CLEAR UNE FURN FURNISH : , _ _ DQVId Hunter & Associates, Inc. j I , I PEAS PLASTER WP WORK POINT -21 -21 s jI I CLR CLG CEILING FUR FURRING PLMB PLUMBING WPFG WATERPROOFING _ - S-100 FOUNDATION AND FLOOR PLAN PLYWD PLYWOOD wAlNscor .Sa Q �^ FIRE HOSE CABINET _ _ 1229 Sumter Square Drive West CLO CLOSET FUT FUTURE PAINT WSCT WEIGHT S-101 ROOF FRAMING PLAN q r PT P RECESSED AND SURFACE MOUNTED wr 1 _ Jacksonville FL 32218 CM CENTIMETER ( _ CMT CERAMIC TILE GA GAUGE PNL PANEL WWF WELDED WIRE FABRIC o v o ( I S-200 STRUCTURAL SECTIONS - - POL POLISHED CONCRETE RESILIENT FLOORING PE No. 53375 I I CMTB CERAMIC TILE BASE GALVANIZED p L�_�_t_■ rL1 CIRCULAR LABELS REPRESEN �\ 7 � J�7 FHC FHC S-500 GENERAL STRUCTURAL NOTES Certificate of Authorization Ho. y832 GA LV SALE Y U N IT POINT OF MASONR I I POS EXISTING COLUMNS CMU CONCRETE MASONRY UNIT GEN GENERAL PR PAIR YD YARD SHEET NUMBER i CLEANOUT ER EXTINGUISHER CABINET GLASS FIBER FIRE CO GFRC GLA PRJ PROJECT ZN. ZINC. 1-A STARTS AT UPPER I I { I T 1 COL COLUMN REINFORCED CONCRETE PROP PROPERTY EXTERIOR ELEVATION TARGETS RECESSED AND SURFACE MOUNTED CO NC CONCRETE GFRG GLASS FIBER RIGHT CORNER CED GYPSUM PSF POUNDS PER SQUARE FOOT CONF CONFERENCEREINFORCED PSI POUNDS PER SQUARE INCH ELEVATION ELECTRICAL N CONNECTION FEC LETTERS = HORIZONTAL DESIGNATION _ CON GL GLASS PTD PAINTED FEC SYMBOLS IR, 1 hi CONSTRUCTION E-1 LIGHTING PLAN, LEGEND, AND NOTES I �',s 1,• ! i CONST CONST U GND GROUND PTN PARTITION STRUCTURAL CLAY PLASTIC LAMINATE NUMBERS = VERTICAL t I CONT CONTINUOU GPLAS GYPSUM PLASTERNEUMATIC TUBE STATION TILE UNIT MASONRY E-2" ELECTRICAL SPECIFICATIONS f i • I r P.T.S.PT4 - R CONTR CONTRACTOR GR GRADE WALL MOUNTED FIRE EXTINGUISHER COORD COORDINATE GT GREASE TRAP & AND 4 CORR CORRIDOR GWB GYPSUM BOARD QT QUARRY TILE �< ANGLEFE -43 �� I !I CPT CARPET alj� s I I I QTY QUANTITY @ AT l CJ CONTROL JOINT x BY (LOWERCASE) 1 MI SHEET NUMBER ROOF TOP UNIT CTR CENTER HB HOSE BIBB R RISER :i'r''`' REFER TO MECHANICAL FOR TYPE CENTER UNE r14; ;••• .; II' • I CTSK COUNTERSUNK HC HOLLOW CORE RECEP RECEPTION �C STEEL :a = :'. LEAD-LINED LANDSCAPE CIRCUIT TELEVISION ARDWOOD REINFORCING [ CHANNEL GYPSUM WALLBOARD .1111 I CCN CLOSED HDWD H REINF / -- ���''•-•�* • CU CUBIC HDW HARDWARE RIGHT-OF-WAY DEGREE 11{ cusr CUSTODIAN HM HOLLOW METAL RADIus INTERIOR ELEVATION TARGETS RTu-t g DIAMETER Brian Burke, L.A. r 3 CW COLD WATER H.O. HOLD OPEN RB RUBBER BASE -d DOUBLE ANGLE 1015 Atlantic Blvd HORIZ HORIZONTAL RCp REFLECTED CEILING PLAN may_ HEXAGONAL LABELS 4 ELEVATION �"t NUMBER REPRESENT NEW COLUMNS Atlantic Beach, FL 32233 D.BD. DISPLAY BOARD HP HIGH POINT Rp ROOF DRAIN # _, DESIGNATION RECORD DRAWINGS DBL DOUBLE HR HOUR RH RIGHT HAND �P, PLATE _ 3 A-501 1 License No. LA0001260 DEG DEGREE HT HEIGHT REC RECESSED ',t '� PLUS OR MINUS ALUMINUM GLAZING 1-A STARTS AT UPPER HT HEATING REFERENCE RIGHT CORNER :w The Contractor is responsible for providing Record Drawings within two (2) weeks of completion DEMO DEMOLISH G REF �. ,. 2 SQUARE FEET - - will 'incorporate all chan es that occurred during HVAC HEATING, VENTILATING, REFRIGERATOR - of the project. The Record Drawings DEPT DEPARTMENT REFR _ x SHEET NUMBER p 1 gg g LETTERS - HORIZONTAL _ FOUNTAIN AIR CONDITIONING r. REINFORCED f DF DRINKING FOUN REINF �- <�. construction and will be ,provided on a CD-ROM disk in AutoCAD format. In addition to the HW HOT WATER -REQUIRED NUMBERS = VERTICAL e uired to provide one complete set of reproducible drawings METER D - for is r I DIA DIA REQ ; CD ROM disk, the Contractor required P P P DIAG DIAGONAL HYD HYDRANT RESIL RESILIENT I, ! with all changes incorporated. All costs associated with this requirement should be Included In I REVISION \\@� k ROOFING the Contractors bid. <� I 1 >' I DIFF DIFFUSER REV yV� DIM DIMENSION RFG I.D. INSIDE DIAMETER ACOUSTICAL CEILING •' :,. 0�. .I '� DISP DISPENSER RM ROOM ORNAMENTAL METAL DOOR NUMBERS I i 4 DIV DIVISION IN INCH(ES) R O ROUGH OPENING BOARD vN I ;I I D.J. DEFLECTION JOINT INLAND INCANDESCENT SI T LOCATOR INCL INCLUDE(D) a I VERTICAL ELEVATION � T I DN DOWN INSUL INSULATION �• ��. D.O. OPENING DOOR OPE D SOUTH c� a .....E INT INTERIOR m ,. I LEVEL 1 :. ;. , , 9 D.P. OOFING DAMPPR SAN SANITARY INTERM INTERMEDIATE ». � ORE DOOR SOLID C :.. . : . ._ DR SC INVERT ELEVATION - <,.. .. <._ 1 INV, EL. C I i , N POU r OW S ULE •.. ,, _. _.. .. :.. ,. . _ D SCHEDULE I DS SCHED I n SEALANT AND _i R CONTINUOUS 0 ` SE I , _ I DTL D SOAP DI ROD ELEVATION LNG � BACKER R SPOT E ' FRAM TEREQUIPMENT ......... 1 DISTILLED WATER JANITOR DESIGNATION .. __....._.. D.W. JAN J T SECTION � I SEC _ .. ,. WIN S CLOSET .;:...: ,.....F... .::: .:. RA G JANITOR'S D JAN SECURITY EL 2 DWG JC SECUR LEVEL _.._ SECUR I DUMBWAITER INT E FOOT FEET <, :.: ..�• >, ,; . ! I DWT JT JO SF SQUARE (FEET) - .... STRUCTURAL GLAZED TILE �, :. i SGT STRU � EL. 1O 0 LF 1 OA SH SHELVES SHE 4645 ,.. ... NOCK DOWN KD K OWER ' SHR K OUT ,.,,r �. ,. .• . KO KNOCK .ti a . SPRAY . .. SHEET _,_. HT. .,. ......Y -ON ... s• , ,.; r S r KITCHEN WOOD BLOCKING r: KIT "': '< ; SIM. SIMILAR FIREPROOFING E SPACE Y I K.S. KNE �` _ ...•..:.. _., :: ,. EXISTING ELEVATION i SINK XI . : .:, ,.�;. _ >• :: SK. � • , SID STANDPIPE a SPEC SPECIFICATION LEV TOILET ACCESSORY SYMBOL ..>. L LEVEL i..... R ...:.. ......:. �_._ _ , LABORATORY SPKR SPEAKER LAB10'-0" ,. . . . > I UARE EL. I I SQ SQUARE LA LACQUER •. Q , GB3 LAMINATE(D) S.SK SERVICE SINK ! LAM O STAINLESS STEEL S.ST. STA LAUN LAUNDRY FINISH WOODWORK ' ,MATCH LINE • ', �. ST STAIN LAVATORY LAV MATCH LINE � I STA STATION �.... .. 0 STONE OLS :,; _ ....• LINEAR Fool WINDOW TYPE SYMBOLS _ S EET A2.10 .. .... ... ......,�•,... TRANSMISSION CLASS SEE H �....,.,� STC SOUND T LEFT HA L.H WINDOW TYPE ..< , � . STANDARD STD :.., -: ,.. .> ... =. ;: LKR LOCK �. SHEET NUMBER ON >: >::_: � ::: REVISION/ISSUE 1 STEEL �:. F.::."•� <:< _ _.; _ ..... N0. DATE I_ OW POINT x ,• ,. � " STORAGE WHICH CONTIUNATION _;,,. ,.,•:��E., ,....',� , STOR S W 1 ,I LIGHT LTSTRUCTURAL IS FOUND � I STRUCT „.. LT. WT. LIGHWEIGHT _ I SUSP SUSPENDE - :: TYPE E .. SHEET VINYL EXTERIOR WINDOW =< SV PROPERTY LINE I I � SWBD SWITCHBOARD I SYMMETRICAL FRAME TYPE SPEAKER CLOCK PANEL �> I � SC / I WD _ � , : .GLASS TYPE ' INTERIOR WINDOW TYPE .,. GENERA NOTES/ I. � I 1 I .III j ABBREVIATIONS nII i # t j GENERAL NOTES BUILDING CODE CLASSIFICATIONS 2012 LIFE SAFETY CODE,NEPA 101 2010 FLORIDA BUILDING CODE, p PROJECT NOTES CODES AND ORDINANCES: ,,• , �. I RE PROCEEDING WITH 4. REFER TO CERTIFIED MECHANICAL AND ELECTRICAL CONTRACTOR S DRAWINGS 7, WHETHER OR NOT EXPLICITLY INDICATED, ALL GLAZING SHALL BE SAFETY GENERAL a TE PLACEMENT 2. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFO r �1 _ CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURA 3' 0" 900MM I R ADDITION OF A NEW FREE-STANDING 3. THE CONTRA AND MANUFACTURER S TEMPLATE DRAWINGS FOR ALL AND ELECTRICAL GLAZED WHEN WITHIN 18 (450MM) OF THE FLOOR OR WITHIN ( ) EXISTING BUILDING EXISTING BUILDING ,• , 1. THIS PROJECT IS AN EXTERIOR CE THE WORK. THE ARCHITECT SHALL BE NOTIFIED OF ANY CORRECTION. OF WALLS IN THE SPA EQUIPMENT SUPPORTS, BOLT SETTING TEMPLATES, ISOLATIONS, SPRING ISOLATION, HORIZONTAL DISTANCE FROM ANY DOOR. A CERTIFICATE MUST ACCOMPANY ALL CONSTRUCTION CONSTRUCTION A. FLORIDA BUILDING CODE - RESIDENTIAL, 2010 EDITION DRIVE-THROUGH OVERHE�J CANOPY ( j OR OPENINGS ARE GENERALLY DIMENSIONED TO CENTERLINE OF OPENING. ETC., NOT SHOWN ON THE DRAWINGS. GLAZING PRODUCTS STATING THAT THE PRODUCTS CONFORM WITH APPUCABLE WITH SUPPLEMENTS WITH THE REQUIREMENTS OF 4. CONTRACTOR SHALL FAMWARIZE HIMSELF WITH THE EXISTING STRUCTURE 3. DO CONSUMER PRODUCT SAFETY STANDARDS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE Q LL NOT AFFECT DOOR OPENINGS THAT ARE NOT DIMENSIONALLY LOCATED ARE TO BE CENTERED ON OF EXISTING INTER WALLS WI THE DEMOLITION PRINCIPAL r I EERING SHALL CONFORM WITH ALL APPLICABLE TO ENSURE THAT D R DUCTS EXISTING AUXILIARY STRUCTURE TO AUXILIARY STRUCTURE TO 'I j � I THE APPLICABLE CODES. ENGIN WITH ONE JAMB AGAINST AN ADJACENT WALL OR 5. FIRE DAMPERS SHALL BE PROVIDED AS SHOWN,AN WHEREVER AI B. NATIONAL ELECTRICAL CODE, 2011 EDITION I G AREA STRUCTURALLY PRIOR TO DEMOLISHING. BETWEEN WALLS OR POSRIONED ONS HAVING JURISDICTION INCLUDING ANY OF THE EXISTIN SAND EXTERIOR EXPOSED METAL SHALL BE OCCUPANCY R-2 Y . I EDERAL REGULATI DETAILS. PENETRATE FIRE-RATED WALLS OR CEILINGS. FIRE DAMPERS SHALL 8E FIRE 8. ALL EXTERIOR HANDRAIL MUNICIPAL, STATE AND F CONTACT THE DESIGN PROFESSIONAL IF HE OR SHE HAS COLUMN AS SHOWN ON THE PLANS AND/OR DETERMINED FOR THE CLASSIFICATION RESIDENTIAL EXISTING MULTIFAMILY EXISTING MULTIFAMILY ' "I ACCESSIBILITY STANDARDS AND ADA REQUIREMENTS. THE CONTRACTOR SHALL CO DEPARTMENT LISTED AND APPROVED. GALVANIZED AND PAINTED UNLESS NOTED OTHERWISE. ANY QUESTIONS OR CONCERNS ON ANY OF THE DEMOLITIONS ITEMS SHOWN ON t I � THE DOCUMENTS. RESIDENTIAL ;� RESIDENTIAL 4. WHEN UNDIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR C. STANDARD PLUMBING CODE, 2006 EDITION I ' DETERMINE THE LOCATION TYPE OF _ I I I ! OPENINGS, THE DOOR WIDTH AND DOOR FRAME DETAILS 9. ALL MECHANICAL AND ELECTRICAL EQUIPMENT, LOUVERS, IXPOSED PIPING, IV. MISCELLANEOUS NOTES 'T CONDUITS, ETC. SHALL BE FINISHED WITH INDUSTRIAL ENAMEL PAINT AND COLOR TYPE V-B TYPE V-B D. LIFE SAFETY CODE (NFPA 101) 2012 EDITION j E DRAWINGS ARE NOT NECESSARILY TO OF ADJACENT WALLS AND FRAMES. CONSTRUCTION GS. THE Non-S rinklered Non S rinklered NERAL NOTES 5. DO NOT SCALE THE DRAWIN CODED AND/OR AS DIRECTED. P P l I. GE SCALE. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE FOUND OR STAIRS N H WWITH AN MINIMUM INWARD E. FLORIDA STATUTE BUILDING CONSTRUCTION T THE START OF CONSTRUCTION. IF DISCREPANCIES ARE TO 1 4" 1:50 SCALE PLANS FOR DIMENSIONS OF MAJ 1. ALL BASE BUILDING INTERIOR PARTITIONS S ALL_; ST D . Y FOR EACH TF ADE ARE ADVISED THAT INFORMATION JOB SITE PRIOR 0 5. REFER / ( ) 10. ALL RECESSED CABINETS, PANELS, BOXES LOCATED IN FIRE- RATED WALLS 1. SUBCONTRACTORS FOR CLARIFICATION BEFORE COMMENCING THE STANDARDS, CHAPTER 553 (INCLUDING ANSI THE ARCHITECT SHALL BE NOTIFIED 0 TOILETS AND ELEVATOR SHAFTS UNLESS OTHERWISE SHOWN. AND OUTWARD ACTING PRESSURES OF 5 PSF; 10 PSF AT SECOND FLOOR HALL WALL PERTINENT TO THEIR WORK MAY OCCUR IN OTHER PORTIONS OF THE CONTRACT SHALL BE INSTALLED TO MAINTAIN THE FIRE-RATED CONSTRUCTION. " I DOCUMENTS. REFER TO CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING WORK. EXPLICIT DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. THIS IS A FREE STANDING CANOPY STRUCTURE WITH NO PHYSICAL CONNECTION TO AND NEPA REFERENCED STANDARDS). 2012 PEI`,M DOCUMENTS 6. ALL DIMENSIONS SHALL BE VERIFIED AND COORDINATED WITH ALL OF THE 2. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER ORK PANELING SHALL BE TREATED WITH I GENERAL NOTES ABBREVIATIONS AND SYMBOLS. ALL 11. ALL ARCHITECTURAL WOODW / THE EXISTING RESIDENTIAL BUILDING 1000 OR OTHER STRUCTURES. DRAWINGS FOR ADDITIONAL GEN 6. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN. WHERE WORK OF ALL TRADES. TO AVOID MOLECULAR BREAKDOWN. DEVELOPMENT ;) COMPLYING W APPLICABLE FLAME SPREAD AND SMOKE F. FLORIDA FIRE PREVENTION CODE, 2010 EDITION S WITH S. MATERIALS G COM PONENT II .til ' i I II NOTES ARE TO BE REVIEdfED AND APPLIED TO RELATED BUILDING SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. RATING REQUIREMENTS. ALL WOOD USED IN BACKING AND BLOCKING SHALL BE FIRE SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE APPLIED 3. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS s. III MECHANICAL AND ELECTRICAL AREAS RETARDANT TREATED. REQUIRED FOR MECHANICAL EQUIPMENT. ALL ACCESS PANELS SHALL BE CONCEALED • I ON RELATED DRAWINGS A,ND DETAIL 7, FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE, UNLESS OTHERWISE AND LOCATIONS SHALL BE REVIEWED WITH THE ARCHITECT F OR TO PROCEEDING. 001308150 AS SHOWN 11 12. EMERGENCY LIGHTING SHALL BE PROVIDED SO AS TO GIVE A VALUE OF ZONING PROJ. NO. DWN BY SCALE DAT 2. THE STRUCTURAL MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS ARE NOTED. 1. ALL WALLS BETWEEN MECHANICAL OR ELECTRICAL SPACES AND TENANT ONE FOOT CANDLE, MINIMUM, AT FLOOR LEVEL IN ALL EXIT CORRIDORS AND STAIR EQUAL IMPORTANCE 'Ju'11H THE ARCHITECTURAL DRAWINGS IN DEFINING THE 4. WHERE DISCREPANCIES EXIST BETWEEN THE DRAWINGS OF THE VARIOUS OF Q 8. ANY DETAILS, SYSTEMS, MATERIALS, (I.E. ARCHITECTURAL, STRUCTURAL, SPACES SHALL BE ACOUSTICALLY ISOLATED FROM THE TENANT SPACES AND SHALL TRADES, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH WORK. SSS' } WORK OF THE CONTRACT DOCUMENTS. IT SHALL BE THE RESPONSIBILITY OF THE I MECHANICAL, ETC. WHICH ARE PROPOSED TO BE CHANGED MUST FIRST BE MAINTAIN A MINIMUM STC RATING OF 52. CONTRACTOR TO CHECK 'A'ITH THE ARCHITECTURAL DRAWINGS BEFORE THE ) 13. ALL HORIZONTAL SURFACES TO SLOPE AWAY FROM BUILDING 1/4" PER. FT. GENERAL CONTRACTOR PRIOR TO THE COORDINATE PLACEMENT OF ALL CEILING ELEMENTS MECHANICPL, D GEN C ARCHITECT AN 5. ER � ELECTRICAL WORK. SHOULD THERE REVIEWED BY THE OWN AR INSTALLATION OF STRUCTURAL, MECHANICAL AND ELE EXTERIOR MECHANICAL ELECTRICAL D INSTALLER. WHERE DISCREPANCIES EXIST B EN DRAWINGS AND MIN. ZONING PER CODE OF ORDINANCES-CITY OF ATLANTIC BEACH FLORIDA .` F HOP DRAWINGS. 2. PROVIDE A L" MIN. CONCRETE SLAB AT / ELECTRICAL AN PREPARATION 0 S A DISCREPANCY BETYdvEN THE ARCHITECTURAL DRAWINGS AND THE ENGINEERING (MIN.) BE -- DRAWINGS THAT WOULD CAUSE AN AWKWARD OR IMPROPER INSTALLATION, IT SHALL AREAS UNLESS NOT€D OTHERWISE. INSTALLATION, REVIEW WITH ARCHITECT PRIOR TO PROCEEDING., 14. BUILDING MAINTENANCE IN ACCORDANCE WITH All APPLICABLE CODES. G 001 01 ARCHITECTS ATTENTION FOR CLARIFICATION PRIOR TO TO THE AR FURNISH AND INSTALL ALL FFENERS BRACING BE BROUGHT 1E CONTRACTOR SHALL FUR I 6. THE S _ RK. ANY WORK INSTALLED IN CONFLICT WITH THE II DIMENSIONING 3. GENERAL C9i1TRACTOR TO COORDINATE ALL MECHANICAL AND ELEC .; ' 4 INSTALLATION OF SAID WG 15. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING FURNITURE DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS ' MECHANICAL SHAFTS WITH MECHANICAL, BACKING PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE PROPER FLOOR, ROOF AND HALL SLEEVES AND ALL MECHA I ARCHITECTURALTION OF ALL CASEWORK TOILET ROOM ACCESSORIES PAiD TOILET PARTITIONS, AND FlNIISHES OVER THE DURATION OF THE PROJECT. PROPER CARE OF EXISTING .�• , �, LL FRAMING UNLESS AND ARCHITECTURAL INSTALLA r CONSTRUCTION ' EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT. 1. PARTITIONS ARE DIMENSIONED TO THE EDGE OF THE WA PLUMBING, FIRE PRO(ECTION, ELECTRICAL, STRUCTURAL NOTED OTHERWISE. DRAWINGS. AS WELL AS ALL WALL-MOUNTED-8R SUSPENDED MECHANICAIELECTRICAL AND/OR pFITHE PROJECT.DFURNITURE SHALL BE EXERCISED DURING AND CONSTR MISCELLANEOUS EQUIPMENT WiOHER SHOWN OR NOTED ' p E a ,J >s a r J it it t t Selective Demolition Cont' d if- tal Procedur 01050 Field Engineering 01732 Project Specifications 01330 Submit es Fleet Landing C. Utility Requirements: Locate, identify, disconnect, Grid seal/cap indicated utilities serving areas to be selectively demolished. 1.1 Submit proposed revisions to details, systems, and/or mate ria Is 'prior to, and separate from the Shop Drawing PART1 GENERAL Project Specifications consist of technical and administrative requirements for the project and are divided into 1. Owner will arrange to shut off indicated utilities when requested by Contractor. submittal process. Divisions. Each Division contains Sections, which are typically divided into 3 parts, General (provisions numbered 2. If utility services are required to be removed, relocated, or abandoned, before proceeding with selective demolition r to the start of, and at J - Cochere 1.2 Submit photos documenting existing conditions where Work is to be undertaken prio 1.1 SUMMARY I i provide temporary utilities that bypass area of selective demolition and that maintain continuity of service to other parts of Port 1.0, 1.1, 1.2,,etc.), Products (provisions numbered 2.1, 2.2, 2.3, etc.) and Installation/Execution (provisions A. General: This section specifies administrative and procedural requirements for field engineering services, including, but not building. the completion of demolition operations. .1, 3.2, 3.3, etc.). Division 0 and 1 provisions apply to all work for the project. numbered 3 1.3 Submit update schedule, update in accordance with Owner's Requirements, and submit schedule with each pay necessarily limited to, the following: 3. Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or 1. Land survey work. J application. conduit after bypassing. 2. Building survey dimensional, alignment and elevation control. 1.4 Submit samples and shop drawings allowing adequate time for review, approval, and procurement. D. Utility Requirements: Do not start selective demolition work until utility disconnecting and sealing have been completed and 1.5 Submit for approval all submittals listed in individual sections with the following number of, copies: Shop verified in writing. ' Building 1000 00100 Bidding Requirements drawings, reviewed and annotated by the Contractor, 3 copie& plus PDF file; product data, 3 copies; 1.2 SUBMITTALS A. Certificates: Submit a certificate signed by the Land Surveyor or Professional Engineer certifying that the location and 3.3 PREPARATION samples, 3 sets plus range samples where applicable; test reports, 3 copies; warrantiet� 3 copies; other i elevation of improvements comply with the Contract Documents. submittals, 3 copies. A. Dangerous Materials: Drain, purge, or otherwise remove, collect, and dispose of chemicals, gases, explosives, acids, tB. Project Record Documents: Submit a record of work performed and record survey data as required under provisions of 1.1 A Prebid Meeting will be held at the Project Site on date and time to be verified by Owner. Attendance by all 1.6 Include details of construction and adjacent construction in shop drawings. Fabricate m '�rials from a, flommables, grease ducts/fans or other dangerous materials before proceeding with selective demolition operations. a� proved Special Provision Nci Shop Drawings and Samples and Special Provision Nci Record Drawings. B. Site Access and Temporary Controls: Conduct selective demolition and debris removal Bidders is mandatory. shop drawings only. operations to ensure minimum interference with adjacent occupied and used facilities. 1.3 QUALITY ASSURANCE CLIENT 1.2 Submit Bids to Owner as per bid requirements. The location for receipt of bids is 1 Fleet Landing Blvd, 1. Do not close or obstruct adjacent occupied or used facilities without permission from Owner and authorities having A. Surveyor Engage a Registered Land Surveyor, registered in the State of Florida, Jurisdiction. Provide alternate routes around closed or obstructed traffic wa if required by governing regulations. Atlantic Beach, FL 32233. YS to perform land surveying services required. 2. Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, where required by 01600 Product Requirements Fleet Landing authorities having jurisdiction. 1.3 Submit Bids on the required format, with any variations from the requirements of the Contract Documents PART 2 - PRODUCTS (NOT USED) 3. Protect existing site improvements, appurtenances, and landscaping to remain. 1 Fleet Landing Blvd clearly identified. 1.1 Inspect substrates and report unsatisfactory conditions in writing. C. Temporary Facilities: Provide temporary barricades and other protection required to prevent inpry to people and damage to PART 3 - EXECUTION Atlantic Beach, FL 32233 adjacent buildings and facilities to remain. 1.2 Do not proceed until unsatisfactory conditions have been corrected'. 1.3 Submit Bids on Contractor's own form only if a required form is not provided by Owner. 1. Provide protection to ensure safe passage of people around selective demolition area and to/from building. 1.3 Take field measurements p(ior to fabrication where practical. Form to required shapes and sizes with true 3.1 EXAMINATION edges, lines and angles. Provide inserts and templates as ri�eded for work of other trades. A. The Owner will identify existing control points. 1.4 For the Bid to be considered valid, it must be signed by an Officer of the Company submitting the Bid. 3.4 POLLUTION CONTROLS ARCHrFECT 1.4 Install manufactured items, materials and equipment in accordance with the approved submittals and B. Verify layout information shown on the Drawings, in relation to the site survey and existing benchmarks before proceeding A. Dust Control: Use water mist, temporary enclosures, and other suitable methods to limit spread of dust and dirt. Comply manufacturer's recommendations, unless superceded by installation requirements contained within the to layout the work. Locate and protect existing benchmarks and control points. Preserve permanent reference points during with governing environmental-protection regulations. 1.5 Submit a Bid Bond with the Bid coveriing the full value of the Work. individual Specification Sections. In the event of a conflict, the more striingent. requirement shall apply. construction. 1.5 Install materials in proper relation with ad�acent construction and with proper appearance. 1. Do not change or relocate benchmarks or control points without prior written approval. Promptly report lost or destroyed 1. Do not use water when it may damage existing construction or create hazardous or objectionable conditions, such as ice, VIA Concepts, LLC e Owner reserves the (ight to accept any Bid in whole, or with conditions rriutually agreeable to the Owner 1.6 Restore ing installation. Replace units which cannot be restored at no additional expense to reference points, or requirements to relocate reference points because of necessary changes in grades or locations. 1.6 Th flooding, and pollution. and Bidder. The Owner also reserves the right to reject Bids in their entirety for budgetary reasons or 1807 Third Street North B. Disposal: Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. the Owner. 2. Promptly replace lost or destroyed project control points. Base replacements on the original survey control points. irregularities in the Bidding process. Jacksonville Beach, FL 32250 1. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a C. Establish and maintain a minimum of 2 permanent benchmarks on the site, referenced to data established by survey tand tolerances specified under individual specification sections. controlled descent. 1.7 Refer to additional installation requiremento M261301354 control points. C. Cleaning: Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. 1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents. Return adjacent areas to condition existing before selective demolition operations began. D. Existing Utilities and Equipment:'The existence and location of underground and other utilities and construction indicated 00700 Contract as existing are not guaranteed. Before beginning site work, investigate and verify the existence and location of underground 01045 Cutting and Patching 3.5 SELECTIVE DEMOLITION MUCUR& utilities and other construction utilizing the local utilities locator service and other utility companies, where applicable. A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. -Use- fttf1. Prior to construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer and methods required to complete the Work within limitations of governing regulations and as follows: Latitude 30 Engineering water service piping. 2. Prior to construction, verify the location and depths of all existing utilities including revenue control, 1.1 The Conditions of the Contract for Construction are the Arne6can Institute of Architects (AIA) Document 1. Proceed with selective demolition systematically, from higher to lower level. Complete selective clemolitlon� operations A107-1997 Edition, as amended by Section 00800, the Supplementary Conditions of the Contract for Construction. SPART1 GENERAL power, natural gas, fueling systems, 0-13 Second Street South above each floor or tier before disturbing supporting members on the next lower level. 151 communications, etc. AIA Document A107 is hereby incorporated by reference. In the event that the Owner and the Contractor execute Jacksonville Beach, Fl- 32250 2. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and a contract not in this form, all the terms contained in the AIA Documents A107, and in Section 00800 remain in 1.1 SUMMARY pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable ,,,PE No. 58713 Certifi full effect, unless specifically modified or nullified by the alternative agreement. A. Definition: "Cutting and patching" includes cutting into existing construction to provide for the installation or performance 3.2 PERFORMANCE cate of Authorization No. 26691 fire-suppression devices during flame-cutting operations, itof other work and subsequent fitting and patching required to restore surfaces to their original condition. A. Working from lines and levels established by the site survey, establish benchmarks and markers to set lines and levels of 3. Maintain adequate ventilation when using cutting torches. 1. Cutting and patching is performed for coordination of the work, to uncover work for access or inspection, to obtain construction and elsewhere as needed to properly locate each element of the Project. Calculate and measure required 4. Remove decoyed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site. 2. Cutting and patching performed during the manufacture of products, or,during the initial fabrication, erection or installation 1. Advise entities engaged in construction activities, of marked lines and levels provided for their use. CAL samp 5. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground ELECTRI les for testing, to permit alterations to be performed or for other simkr purposes. dimensions within indicated or recognized tolerances. Do not scale Drawings to determine dimensions. impact or dust generation. Supplemental Condit" 2. As construction proceeds, check every major element for line, level and plumb. 00800 ions processes is not considered to be *cutting and patching" under this definition. Drilling of holes to install fasteners, sleeving 6. Dispose of demolished items and materials promptly. 3. Maintain marked lines and levels as provided at all times. David Hunter & Associates, Inc. and similar operations are also not considered to be cutting and patching." 7. Return elements of construction and surfaces that are to remain to condition existing before selective demolition B. Refer to other sections for specific requirements and limitations applical;ile to cutting and patching individual parts of the B. Surveyor's Log: Maintain a surveyor's log of control and other survey work. Make this log available for reference. operations began. Provide approved concrete patch at damaged areas disturbed during demolition. 1229 Sumter Square Drive West -Engineer when deviations that exceed indicated 1.1 Add as Provision 4.1.4: Provide lien waivers covering Work identified in the Application for Payment for the work. 1. Record deviations from required lines and levels, and advise the Architect B. Removed and Salvaged Items: Comply with the following: itJacksonville, FL 32218 previous month. Submit with each Application for Payment, starting with the second Pay Application. or recognized tolerances are detected. On Project Record Drawings, record deviations that are accepted and not corrected. 1. Clean salvaged items. PE No. 53375 2. On completion of foundation walls, major site improvements, and other w 1.2 SUBMITTALS ork requiring field engineering services, prepare a 2. Pack or crate items after cleaning. Identify contents of containers. Certificate of Authorizatiun No. 9882 A. Cutting and Patching Proposal: Mere approval of procedures for cutting and patching is required before proceeding, certified survey showing dimensions, locations, angles and elevations of construction and site work. 1.2 Add as Provision 4.1.5: Provide G lien waiver for the total value of the Contract upon approval of the final 3. Store items in a secure area until deliver to Owner. ty submit a proposal describing procedures for this work a minimum of 15 working days in advance of the time cutting and C. Site Improvements: Locate and lay out site improvements, including pavements, curbing, stakes for grading, fill, base and Payment Application. The final payment will be made after work is complete and waiver is executed, including 4. Transport items to Owner's storage area designated by Owner. sub-base, and topsoil placement, utility slopes and invert elevations by instrumentation and similar appropriate means. patching will be performed and request approval to proceed. Include the fci information, as applicable, in the proposal: 5. Protect items from damage during transport and storage. items on lists prepared by the Contractor. 1. Describe the extent of cutting and patching required and how it is to be performed; indicate why it cannot be avoided. D. Building Lines and Levels: Locate and lay out batter boards for structures, C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. 2. Describe anticipated results in terms of changes to existing construction; include changes to structural elements and building founclations, column grids and locations, floor levels and control lines and levels required for mechanical and electrical 1.3 Add to Provision 6.1: Addenda are defined as Changes prior to the execution of the Contract for When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition [and operating components as well as changes in appearance and other significdnt visual elements. work. Construction. Modifications are defined as Changes subsequent to the execution of the Contract for Construction. cleaned] and reinstalled in their original locations after selective demolition operations are complete. 3. List products to be used and firms or entities that will perform work. E. Existing Utilities: Furnish information necessary to adjust, move or relocate existing structures, utility poles, lines, services Minor Modifications are interpretations and clarifications not involving a change in time or cost. D. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals, 4. Indicate dates when cutting and patching is to be performed. or other appurtenances located in, or affected by construction. Coordinate with local authorities having jurisdiction. if5. List utilities that will be disturbed or affected, including those that will be relocated and those that will be temporarily F. Final Site Survey. Before Substantial Completion, prepare a final site survey showing significant features (real property) for using power-driven saw, then remove concrete between saw cuts. E. Masonry. Demolish in small sections. Cut masonr at Junctures with construction to remain, using power-driven saw, then 1.4 Add to Provision 6.5: The Contractor may purchase electronic drawing files. Files will be released upon out-of-service. Indicate how long service will be disrupted. the Project. Include on the survey a certification, signed by the Surveyor, to the effect that principal metes, bounds, lines y remove masonry between saw cuts. texecution of an Electronic File Transfer Agreement. The cost per Electronic Sheet File is $975. 6. Where cutting and patching involves addition of reinforcement to structural elements, submit details and engineering and levels of the Project are accurately positioned as shown on the survey. F. Concrete Slabs-on-Grade: SaW' cut Perimeter of area to be demolished, then break up and remove. calculations to show how reinforcement is integrated with the original structure. 1. Recording: At Substantial Completion, have the final property survey recorded by or with local governing authorities as the 1.5 Add as Provision 8.1.3: Provide construction layout pHor to the start of Work. Identify areas that appear 7. Approval by the Arch itect-En gin eer to proceed with cutting and patching does not waive any rights to later require fficial "site surve Y. 3.6 PATCHING AND REPAIRS to be inconsistent with the Documents, or which appear to preclude installation of items as indicated. Refer complete removal and replacement of a part of the work found to be unsatisfactory. LANDSCAPE A. General: Promptly repair damage to adjacent construction caused by selective demolition operations. those areas to JEA for resolution prior to proceeding with the Work. a c ing: omp y w ection 01045, Cutting and Patching. 1.3 QUALITY ASSURANCE C. Repairs: Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials. Brian Burke, L.A. 1.6 Add as Provision 8.3.5: Provide materials and equipment consistent with the requirements�'-�"o'f"-th'e'�bo-6utnents. A. Requirements for Structural Work: Do not cut and patch structural elem.ents in a manner that would reduce their load-carrying capacity or load-deflection ratio. ` 732 Selective Demolition U 1 1. Completely fill holes and depressions in existing masonry walls that are to remain with an approved masonry patching 1015 Atlantic Blvd e material applied according to man ufac'tu rir's`w-ritten recommendations. tSubmit requests for substitution of materials and equipment to Owner in writing with suffici nt time for review, 1. Obtain approval of the Architect-En gin eer before cutting and patching an� structural elements including, but not limited to, Atlantic Beach, FL 32233 t I t'-h date. response, coordination and procurement prior to the scheduled installation and pro ec comp e io of patched areas and extend restoration into adjoining construction in a manner that the following: D. Finishes: Restore exposed finishes GENERAL PART 1 a. Foundation construction. 01260 eliminates evidence of patching and refinishing. License No. LAW Where materials are applied to, or are in direct contact with Work installed by 1.7 Add as Provision 8.3.6: b. Bearing and retaining walls. 1.1 RELATED DOCUMENTS tsuitable for the application as 3.7 DISPOSAL OF DEMOLISHED MATERIALS another Subcontractor, commencement of Work implies acceptance o f he".' A --Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 c. Structural concrete. intended. d. Structural steel. A. General: Promptly dispose of demolished materials, Do not allow demolished materials to accumulate on-site. through 16 Specification Sections, apply to this Section. Do not burn demolished 'aterials., B. Burning: m e. Lintels. materials off Owner's property and legally dispose of them. C. Disposal: Transport demolished 1.8 Add as Provision 8.7.3: Submit Shop Drawings as required by the Specifications, the Owner, or as necessary f. Structural decking. 1.2 SUMMARY to provide a fully integrated installation of items or systems. g. Stair systems. A. This Section includes the following: h. Miscellaneous structural metals. 1. Demolition and removal of selected portions of a building or structure. t1.9 Add as Provision 8.8.1: Obtain permission from, and coordinate Work with the Owner and Property Manager I. Exterior curtain wall construction. 2. Demolition and removal of selected site elements. Equipment supports. before start of Work. 3. Repair procedures for selective demolition operations. k. Shoring, brocing and sheeting. 02281 Soil Treatment for Termite Control 1. Street paving. 1.10 Add as Provision 8.8.2: Comply with Owner's or Property Manager's construction guidelines and procedures. 1.3 DEFINITIONS GENERAL PART 1 A. Remove: Detach items from existing construction and legally dispose of them offsite, unless indicated to be removed and B. Operational and Safety Limitations: Do not cut and patch operating elements or safety related components in a manner salvaged or removed and reinstalled. 1.11 Add as Provision 8.12.1: Allow access to the Project Site by the Owner, Architect, th 777 777 e Owner's Testing that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased B. Remove and Salvage: Detach items from existing construction and deliver them to Owner.Agency and any of the Owner's Separate Contractors. operational life or safety. A. The work includes soil treatment for termite control. C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated. 1. Obtain approval of the Architect-Engineer before cutting Grid patching any operating elements or safety related systems D. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be 1.12 Add as Provision 13.4: Provide a Construction schedule prior to the start of Work. Update the schedule on including, but not limited to, the following: 1.2 SUBMITTALS removed, removed and salvaged, or removed and reinstalled. a regular basis. a. Primary operational systems and equipment. A. Submit copies of manufacturer's technical data and application instructions, and pest control warranty. b. Air or smoke barriers. 1.4 MATERIALS OWNERSHIP Architect in writing before proceeding with Work. A. Comply with manufacturer's instructions and recommendations for the work including . ..... property, demolished materials shall become Contractor's property and shall be removed from Project site. 1.13 Add as Provision 20.1: In the event that concealed or unforeseen conditions are encountered, notify the c. Water, moisture, or vapor barriers. A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Owner's d. Membranes and ficishings. e. Fire protection systems. preparation of substrate and application and with Florida Pest Control Act Number 482. f. Noise and Vibration control elements and s tems. B. Soil Treatment shall be performed by applicator licensed by the Florida Department of Health and Rehabilitative Services, YS 1.14 Add as Provision 20.2: Provide a PeJormance and Payment Bond covering the full value of the Work. 1.5 QUALITY ASSURANCE Control systems. 9 Applicator shall place a certified operator in charge of the project. Such operator shall be present on site at all times Submit Bond with Bid. A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply i. Conveying systems. B. Standards: Comply with ANSI A10.6 and NFPA 241. h. Communication systems. with hauling and disposal regulations of authorities having jurisdiction. treatment is in progress to assure compliance with the Florida Pest Control Act. Electrical wiring systems. 1.3 JOB CONDITIONS C. Establish methods and procedures related to selective demolition including, but not limited to, the following: k. Piping, ductwork, vessels and equipment. A. Do not apply soil treatment solution until excavating, filling and grading operations are completed, except as otherwise 1. Inspect condition of construction to be selectively demolished. 2. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and required in onstruction operations. c C. Visual Requirements: Do not cut and patch construction exposed on the exterior or in occupied spaces, in a manner that B. To insure penetration, do not apply soil treatment to frozen or excessively wet soils or during inclement weather. Comply 01000 General Requirements facilities needed to make progress and avoid delays. would, in the Arch itect-Engineer s opinion, reduce aesthetic qualities, or result in visual evidence of cutting and patching. with other handling and application Instructions of the soil toxicant manufacturer. 3. Review requirements of work performed by other trades that rel on substrates exposed by selective demolition operations. y Remove and replace work cut and patched in a visually unsatisfactory manner, as judged by the Arch itect-Engineer, at no additional cost to the Owner. 1.4 WARRANTY DATE 1.1 The Project consists of: installing flashing, repairiing damage to stucco elements, cleaning & repainting 1.6 PROJECT CONDITIONS NO. REVISION/ISSUE A. Furnish written warranty certifying that the applied soil poisoning treatment will prevent the infestation of subterranean discolored areas as indicated on drawings. A. Conduct selective demolition so Owner's operations will not be disrupted. Provide not less than 7 days notice to Owner of PART2 - PRODUCTS termites and, that if subterranean termite activity is discovered during the warranty period, the soil will be retr4cited and activities that will affect Owner's operations. tdamage caused by termite infestation will be repaired or replaced without cost to Owner up to 150,000 in value. Warranty 1.1a. Contractor shall coordinate work schedule, as well as the following issues with the owner: B. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. 2.1 MATERIALS shall be for a period of five years from date of treatment, signed by the pest control firm that performed the treatment. A. Except as otherwise indicated, or as directed by the Arch itect-En gin eer, use materials that are identical to existing 1. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from authorities having jurisdiction. 1.2 Requirements for Sequence of Work, Phasing, and Occupancy: materials. If identical materials are not available or cannot be used where exposed surfaces are involved, use materials that PART 2 - PRODUCTS C. Owner assumes no responsibility for condition of areas to be selectively demolished. match existing adjacent surfaces to the fullest extent possible with regard to visual effect. Use materials whose installed 1. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. 1.3 Prior or Concurrent Work by Owner or Others: performance will equal or surpass that of existing materials. 2.1 SOIL TREATMENT SOLUTION- D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. an emulsible coi6ntrate,,insecticide for dilution with water, specially formulated to prevent infestation by termites. Fuel A. Use 1. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and 1.4 Existing Site Conditions and Restrictions: PART 3 - EXECUTION oil will not be permitted as a dilutant. Provide a working solution of chemical elements and concentrations, except as Owner. Hazardous materials will be removed by Owner under a separate contract. otherwise required by law or lal5il directions, to ensure the effective treatment of the soil against termite infestation. A E. Storage or sale of removed items or materials on-site will not be permitted. 3.1 INSPECTION solution may be used as recommended by the pest control firm and is acceptable to local governing authorities. Use only a 1.5 Contractor's Use of Premises and Adjacent Facilities: F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective SPECIFICATIONS A. Before cutting existing surfaces, examine surfaces to be cut and patched and conditions under which cutting and patching soil treatment solution that is pot injurious to planting. demolition operations. is to be performed. Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered. 1.6 Special Mock-Ups: 1. Maintain fire-protection facilities in service during selective demolition operations. 1. Before the start of cu ing wo mee a e work site wi h a par ies involved in cut ing and patching, including PART 3 - EXECUTION mechanical and electrical trades. Review areas of potential interference and conflict between the various trades. Coordinate 1.7 Related Future Work: PART 2 - PRODUCTS layout of the work and resolve potential conflicts before proceeding with the-iork. 3.1 EXAMINATION A. Examine the areas and conditions under which soil treatment for termite control is to be installed and correct 2.1 REPAIR MATERIALS 1.8 Reference Drawings and Reports: 3.2 PREPARATION unsatisfactory conditions before proceeding with the work. A. Mere damage occurs to areas of the site outside the clemoliton scope, use repair materials identical to existing materials. emporary uppor a preven a ure, prov e emporary suppor a war a e cu . 1. If identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing 8 Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse 1.9 Owner's Building Standards: 3.2 SURFACE PREPARATION o the fullest extent possible. weather conditions for portions of the Project that might be exposed during cutting and patching operations. A. Remove foreign matter which could decrease effectiveness of treatment on areas to be treated. Loosen, rake, and level 2. Use materials whose installed performance equals or surpasses that of existing materials. 1.10 Field verify existing conditions pHor to submission of Bids. Inspect all readily visible areas. Readily visible soil to be treated, except pr4viously compacted areas under slabs and foundations. Toxicants may be applied before B. Comply with material and installation requirements specified in individual Specification Sections. U' areas include spaces above accessible ceilings. 3.3 PERFORMANCE placement of compacted fill rider slabs, if recommended by toxicant manufacturer. A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest PART 3 - EXECUTION feasible time and complete without delay. 3.3 LOCATION AND APPLICATION 1.11 Verify product availability prior to submission of Bids. B. Cutting: Cut existing construction using methods least likely to damage elements to be retained or adjoining construction. A. Apply soil treatment soluflon in the following locations and in accordance with label directions: 3.1 EXAMINA11ON Where possible review proposed procedures with the original installer, comply with the original installer's recommendations. 1. Slabs-on-Grade: Apply at�"an overall treatment under slabs-on-grade within the building lines, and under attached slabs. 1.12 Unless scheduled at the end of this Secton, materials to be supplied by the Owner, but purchased and A. Verify that utilities have been disconnected and capped. Ll 1. In general, where cutting is required, use hand or small power tools designed for sawing or grinding, not hammering and 2. Utility Entrances: Apply where utilities pass through exterior walls and through floor slabs. installed as Work of this package, are to be verified by the Contractor prior to the submission of bids. B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. PERMIT DOCUM alls, cross walls, and grade beams, at the depths specified on the label. chopping. Cut through concrete and masonry using a cutting machine such as a carborunclum saw or core drill to ensure a 3. Walls: Apply along both sides of foundation w' C. Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged. I neat hole. Apply to voids in masonry Alls. D. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are 1.13 Schedule of Items not Supplied by the Contractor: 2. Cut holes and slots neatly to size required with minimum disturbance of adjacent work. To avoid marring existing finished 4. Miscellaneous: Apply immediately below expansion joints, control joints and all areas where slab will be penetrated by encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect. Prepurchased and Preordered Items: N/A surfaces, cut or drill from the exposed or finished side into concealed surfaces. Temporarily cover openings when not in use. construction features. E. Notify Architect/Engineer prior to removing any structural element that might result in structural deficiency or unplanned Owner-Fumished and Owner-Installed Items: N/A 3. Comply with requirements of other applicable sections where cutting and patching requires excavating and backfilling. 0 collapse of any portion of structure or adjacent structures during selective demolition operations. 3.4 DRYING PERIOD AS SH 11-04 13 4. Bypass utility services such as pipe and conduit, before cutting, where sUch utility services are shown or required to be Owner-Furnished and Contractor-I nsta I led Items: N/A F. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. C-A7 DA PROJ. NO. DWN BY removed, relocated or abandoned. Cut off conduit and pipe in walls or partitions to be removed. After bypass and cutting, at less than 12 hours for drying after application, before beginning concrete placement or construction activities, A. Allow n cap, valve or plug and seal tight remaining portion of pipe and conduit to prevent entrance of moisture or other foreign 3.2 UTILITY SERVICES matter. 3.5 SIGNS C. Patching: Patch with durable seams that are as invisible as possible. Co ply with specified tolerances. A. Existing Utilities: Maintain services indicated to remain and protect them against damage during selective demolition A. Post signs in the areas of application warning workers that soil poisoning has been applied. Remove signs when areas are operations. 1. Inspect and test patched areas to demonstrate integrity of the installation. covered by other construction. 8. Do not interrupt existing utilities serving occupied or operating facilities unless authorized in writing by Owner and 2. Restore exposed finishes of patched areas and extend finish restoration!into retained adjoining construction in a manner authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to Owner and G- 002t' that will eliminate evidence of patching and refinishing. 3.6 RETREATMENT OF DISTURBED AREAS tto authorities hcMng Jurisdiction. Provide at least 72 hours' notice to Owner if shutdown of service is required during A. Reapply soil treatment solution to areas disturbed by subsequent excavation or other construction activities following changeover. 3.4 CLEANING application. A- Thornughly clean areas and spaces where cuttin and patching is performed or used as acress, Remove crmplptel:y_� mnrtnr nflg. niffly ond itpmq nf*qirn11nr nnfiirp Th mijahly Hpnn nipinq rondijif (ind gimilnr fPnfijrPq hpfnrp aniniinn nr n1hor it 05500 Metal Fobrication 07310 Fiberglass- Asphalt Shingle's 07310 Fiberglass- Asph al t Shingles Cont' d 07321 Concrete Roof Tile Cont' d Fleet Landing l �,� l�, 1.1 Provide metal fabrications including: PART 1 GENERAL 3.2 PREPARATION 3.04 INSTALLATION OF SHINGLES Rough hardware. A. General: A. Clean surfaces thoroughly prior to installation. Steel framed stairs. 1.01 SECTION INCLUDES 1. Install in accordance with Manufacturer�s instructions and local building codes. When local codes and application instructions are in B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result under the project Port - Cochere A. Fiberglass-asphalt roofing shingles. Handrails and railings. conflict, the more stringent requirements shall take precedence. conditions. B. Leak barrier and roof deck protection. Ladders. 2. Minimize breakage of shingles by avoiding dropping bundles on edge, by separating shingles carefully(not by'breaking' over ridge or tC. Metal flashing associated with shingle roofing. Loose bearing and leveling plates. bundles), and by taking extra precautions In temperatures below 40 degrees F. D. �ttic ventilation. 3.3 INSTALLATION GENERAL Loose steel lintels. 3. Handle carefully in hot weather to avoid scuffing the surfacing, or damaging the shingle edges. 8. Placement and Nailing: A. Install in accordance with manufacturer's instructions and the following: Prefabricated building columns. 1.02 RELATED SECTIONS 1. For maximum wind resistance along rakes & eaves, install any starter strip containing sealant or cement shingles to undeflayment and 1. ICBO ESR-2015P Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions. A. Section 06100 - Rough Carpentry. Framing, wood decking, and roof sheathing. each other in a e width of asphalt plastic roof cement. Building 1000 B. Section 07620 - Sheet Metal Flashing and Trim: Sheet metal flashing not a 2. TRI/WSRCA Standard Installation Guides for Concrete and Clay Roof 'rile in Cold Weather Applications. 1.2 Submit product dot shop drawings. ssociated t2. Secure with 4, 5, or 6 nails per shingle per Manufacturer's instructions or local codes. with shingle roofing; gutters and downspouts. 3. FRSA/TRl Concrete and Clay Roof Tile Installation Manual Fourth Edition (For Florida High Wind Applications, 150 mph). 3. Placement of nails varies based on the type of shingle specified. Consult the application instructions for the specified shingle for 1.3 Tolerances: Fabrication tolerance 1/8 inch in 10 feet; erection tolerance, 1/16 inch. details. 4. CAN/CSA-A220.1-Series-06 - Concrete Roof Tiles. 4. Nags must be driven flush with the shingle surface. Do not overdrive or under drive the nails. A. American Society for Testing and Materials (ASTM) - Annual Book of ASTM Standards 3.4 UNDERLAYMENT APPUCA11ON: A. Install nailer boards or ridge risers with 2 inch by 2 inch (51 Trim by 51 Trim) nailer 2.1 Products: 5. Shingle offset vades based on the type of shingle specified. Consult the application instructions for the specified shingle for details. 1. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zini; Coated (Galvanized) or Zinc-iron Alloy-Coated (Galvannealed) by boards at hips and ridges: 1. Use fasteners of sufficient length to penetrate min. 3/4 inch (19 Trim) into trusses. -CLIENT C. Valleys - Steel Plates, Shapes and Bars: ASTMI A 36. the Hot-Dip Process. 1. Install valleys u 2. Attach with # 26 gage (0.018 inch) galvanized strapping min. 24 inches (610 mm) on center. - Steel Tubing: ASTM A 500 or A 501. 2. ASTM B 209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate. sing the *open valle; mettIod: ta. Snap diverging chalk lines on the metal flashing, starting at 3 inches (76mm) each side of top of valley, spreading at 1/8 inch per - Steel Pipe, Black Finish: ASTM A 53. 3. ASTM B 370 - Standard Specification for Copper Sheet and Strip for Building Construction. Fleet Landing 4. ASTM D 2218 - Impact Resistance of Prepared Roof Covering Materials. TILE INSTALLATION - foot (9mm per meter) to the eaves. 3.5 Stainless Steel Bar Stock: ASTM A 276, Type 302 or 304. b. Run shingles to chalk line. - 5. ASTM D 3018 - Standard Specification for Class A Asphalt Shingles Surfaced with Mineral Granules. 1 Fleet Landing Blvd Stainless Steel Plate: ASTM A 167, Type 302 or 304. A. Layout: 1. Minimum Head Lop: 3 inches (76 Trim). 6. ASTM 0 3161 - Standard Test Method for Wind-Resistance of Asphalt Shingles (Fan-Induced Method). c. Trim lost shingle in each course to match the chalk line; do not trim shingles to less than 12 inches (305mm) wide. - Stainless Steel Tubing: ASTM A 554, Grade TP 304 or TP 316. B. Secure field and perimeter tile in accordance with UBC Table 15-D-2. Atlantic Beach, FL 32233 7. ASTM D 3462 - Standard Specification for Asphalt Shingles Made From Glass Felt and Surfaced with Mineral Granules. d. Apply a 2 inch (51mm) wide strip of plastic cement under ends of shingles, sealing them to the metal flashing. - Aluminum Extruded Bars and Shapes: ASTM B 221 aluminum alloy. 8. ASTM D 4586 - Standard Specification for Asphalt Roof Cement, Asbestos-Free. D. Penetrations C. Cut field tile to form straight edge at center of hip, ridge and valley. - Steel Finish: [Priimed] [Baked enamel] finish. 9. ASTM D 7158 - Standard Test Method for Vind-Resistance of Sealed Asphalt Shingles (Opffft Force/Uplift Resistance Method). 1. All Penetrations are to be flashed according to Manufacturer's instructions and construction details. D. Install eave closures. - Fasteners: non-corrosive, suitable for service intended. B. Underwriters Laboratories 3.05 PROTECTION Zinc-Coating:,-. Hot-dip galvanized coating for materials in exterior assemblies or exterior walls. B. (I - Roofing Systems and Materials Guide (TGFU R1306) 3.6 CLEANING ARCHITECT A. Protect installed products from foot traffic until completion of the project. 1. 1 790 - Tests for Fire Resistance of Roof Covering Materials. n'h: [Cl'ar a dized] [Color anodized] [Baked enamel] [Fluoropolymer] finish, A. Remove all broken tile, debris and excess tile from roof. Aluminum ri"is e no 2. UL 997 - Wind Resistance of Prepared Roof Covering Materials. B. Any roof areas that are not completed by the end of the workday are to be protected from moisture and contaminants. Stainless Steel Finish: [No. 4 bright directional] [No. 6 satin directional] polish. B. Sweep cut tiles clean. C. Asphalt Roofing Manufacturers Association (ARMA) VIA Concepts, LLC tD. National Roofing Contrac tors Association (NRCA) 1807 Third Street North 3.7 REPAIR AND REPLACEMENT 3.1 Comply with ASTMI E 985 for handrail and railing structural performance. E. Cool Roof Rating Council (CRRC) 1 32250 tr tF. Miami Dade County Jacksonville Beach, r A. Damaged ile: 3.2 Comply with AISC codes Grid specifications and with AWS Structural Welding Code. Concrete Roof Tile 07321 M26MI354 1.04 DEFINITIONS 1. Break out damaged roof tile. A. Roofing Terminology Refer to ASTM D1079 and the glossary of the National Roofing Contractors Association (NRCA) Roofing and 2. Repair torn underlayment. PART 1 GENERAL Waterproofing Manual for definitions of roofing terms related to this section. 3. Drive fastener flush. STRUCTURAL 06100 Rough Carpentry 1.1 RELATED SECTIONS 4. Apply minimum 3/8 inch (10 mm) by 2 inch (51 mm) bead of approved adhesive on tile in course below replacement tile. 1.05 SUBMITTALS 5. Immediately set replacement tile in position assuring proper contact. Latitude 30 Engineering A. Submit copies of GAF product data sheets, detail drawings and samples for each type A. Section 06100 - Rough Carpentry. of roofing product. B. Damaged Small Valley and Hip Cuts: B. Section 07620 - Sheet Metal Flashing & Trim PART 1 GENERAL 1510-B Second Street South 1. Apply a minimum of 3/8 inch (10 Trim) by 2 inch (51 Trim) bead of approved adhesive at head of cut tile. 1.06 QUALITY ASSURANCE Jacksonville Beach, Fl- 32250 1.1 RELATED DOCUMENT A. Manufacturer Qualifications: Provide all primary roofing products, including shingles, undejayment, leak barrier, and ventilation, by a 1.2 REFERENCES 2. Immediately set tile in course above in position assuring proper contact. A. ASTMI A 90 - Standard Test Method for Weight (Mass) of Coating on Iron and Steel Articles with Zinc or Zinc-Alloy A. Drawings and.general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification single manufacturer. er cote of Authorization No. 2669 Coatings; 2001. Sections, apply to this section. B. Installer Qualifications: Installer must be approved for installation of all roofing products to be installed under this section. 3.8 PROTECTION B. ASTM A 525 Standard Specification for General Requirements for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip 1.07 REGULATORY REQUIREMENTS Process; 1993. -up, repair or replace damaged products before Substantial Completion. B. Touch ELECTRICAL A. Provide a roofing system achieving an Underwriters Laboratories (UL) Class A fire classifi6dtion. C. ASTM A 641 Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire; 1998. A. This section includes the following: A. Protect installed products until completion of project, B. Install all roofing products in accordance with all federal, state and local building codes 1. Wood framing, retaining wall, decking, trim. D. ASTM A 653/A 653M Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-iron Alloy-Coated C. All work shall be performed in a manner consistent with current OSHA guidelines. David Hunter & Associates, Inc. B. Related Sections: The following sections contain requirements that relate to this section: -Dip Process. (Galvannealed) by the Hot 1. Section 05120, Structural Steel. E. ASTM C 1492 - Standard Specification for Concrete Roof Tile. 1229 Sumter Square Drive West 1.08 DELIVERY, STORAGE, AND HANDLING -2 07620 Sheet Metal Flashing Trim 07321 manufacturerils unopened, labeled packaging until they are ready for installation. Jacksonville, FL 32218 A. Store all products in 1.3 DEFIN111ONS F. ASTM D 226 - Standard Specification for Asphal t-Saturated Organic Felt Used in Roofing and Waterproofing; 1997a. ore pr uc s in a covere ven i a e area, a empera ure no more an egrees PE No. 53375 A. Rough Carpentry Carpentry work not specified in other sections and generally not exposed, unless otherwise specified. G. ASTM D 249 - Standard Specification for Asphalt Roll Roofing (Organic Felt) Surfaced with Mineral Granules; 1989 PART 1 GENERAL F, do not store near steam pipes, radiators, or in direct sunlight. Certificate of Authorization No. 9882 (reapproved 1996). C. Store bundles on a flat surface. Maximum stacking height shall not exceed Manufacturo recommendations. Store all rolls on end. 1.4 SUBMITTALS D. Store and dispose of solvent-based materials in accordance with all federal, state and local regulations. H. ASTM D 2626 Standard Specification for Asphalt-Saturated and Coated Organic Felt Base Sheet Used in Roofing; 1997b. 1.1 RELATED DOCUMENTS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. 1. AWPA C2 - Lumber, Timber, Bridge Ties and Mine Ties Preservative Treatment by Pressure Processes; 2001. A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification B. Wood treatment data as follows, including chemical treatment manufacturer's instructions for handling, storing, installing, 1.09 WEATHER CONDITIONS J. Tile Roofing Institute (TRI) - Concrete and Clay Design Criteria for Cold and Snow Regions. Sections, apply to this section. and finishing treated materials: A. Proceed with work only when existing and forecasted weather conditions will permit work to be performed in accordance with K. FRSA/TRl - Concrete and Clay Roof 'File Installation Manual Fourth Edition (For Florida High Vind Applications, 150 mph). 1. For each type of preservative-treated wood product, include certification by treating plant stating type of preservative Manufacturer 's recommendations August 2005. 1.2 SUMMARY solution and pressure process used, net amount of preservative retained, and compliance with applicable standards. L. ICC ESR 1647 (ICC-ES) - International Code Council Evaluation Services. A. General: Provide all labor, material, equipment, related services and supervision required, including manufacturing, erection 2. For waterborne-treated products, include statement that moisture content of treated materials was reduced to levels 1.10 WARRANTY M. ICBO ESR-2015P Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions. and installation for sheet metal flashing and trim in accordance with the requirements of the Contract Documents. A. Provide to the owner a Warranty providing 100%non-prorated coverage for materials and labor for: indicated before shipment to Project site. N. ICC AC 180 - Acceptance Criteria for Clay and Concrete Roof Tiles. August, 2007. B. The extent of sheet metal flashing and trim is shown on the drawings, a. The first 20 years, then prorated thereafter for all 30 & 40 yr shingles. 3. Warranty of chemical treatment manufacturer for each type of treatment. FL 560, FL61 0, FL7781 C. This section includes sheet metal flashing and trim in the following categories: b. The first 50 years, then prorated thereafter for all lifetime shingles. 0. Florida Building Code, Product Approval FL7849. 4. For fire-retardan t-treated wood products, include certification by treating plant that treated materials comply with 1. Exposed trim. P. CAN/CSA-A220. Series-06 -Concrete Roof Tiles. C. The first 20 years, then prorated thereafter on steep slope commercial buildings regardless of shingle type. specified standard and other requirements. 2. Metal flashing. 2. Workmanship errors: Warranty shall provide 100% coverage for workmanship errors for the first 20 years. Q. ICC AC 188 for underlayments. 5. Material test reports from a qualified independent testing agency indicating and interpreting test results relative to R. AC 48 for underloyments in severe climates. 3. Miscellaneous sheet metal accessories. compliance of fire-retardan t-trea ted wood products with requirements indicated. LANDSCAPE D. Related Sections: The following sections contain requirements that relate to this section: PART 2 PRODUCTS S. AC;J48 for Wakaflex flashing and ridge venting products. 1. Section 07310, Fiberglass-Asphalt Shingles. 1.5 DELIVERY, STORAGE, AND HANDLING 2.01 MANUFACTURERS Brian Burke, L.A. .3,,P�SIGN REQUIREMENTS 2. Section 07900, Joint Sealants. A. Keep materials under cover and dry. Protect from weather and contact with damp or wet surfaces. Stack"I umber, pl od, -973-628-3000. A. Acceptable Manufacturer: GAF Materials Corporation, 1361 Alps Rd. Wayne NJ 07470. Tel: I A. Roofing tile materials and installation shall conform to the requirements of ICC ESR 1647. 1015 Atlantic Blvd and other panels. Provide for air circulation within and around stocks and under temporary coverings including polyiet ylene B. Requests for substitutions of equivalent products will be considered if presented in writing to the Owner. B. Roofing tile materials and installation shall conform to the requirements of Miami Dade County Notice of Acceptance. 1.1 PERFORMANCE REQUIREMENTS and similar materials. and trim to withstand wind loads, structural movement, thermally induced movement, a n I c eac C. Roofing tile materials and installation shall conform to the SBCCI Standard for Hurricane Resistant Residential Construction, A. General: Install sheet metal flashing 32233 1. For lumber and plywood pressure treated with waterborne chemicals, place spacers between each bundle to provide air 2.02 SHINGLES A. Self-sealing, granule-surfaced, fiberglass asphalt shingle with a strong fiberglass reinforced core and color protection. Architectural circulation. D. Roofing tile materials and installation shall conform to the requirements of the applicable building code. B. Fabricate and install flashings at roof' -49. edges to comply with recommendations of FM Loss Prevention Data Sheet 1 laminate styling provides a wood shake appearance with a 5'or 5 5/8" exposure. UL 790 Gldss A rated with UL 997 Wind Resistance Refer to the structural and architectural drawings for basic wind speed criteria. Label; ASTM D 7158, Class H; ASTM D 3161, Type 1; ASTM D 3018, Type 1; ASTM D 3462; CSA 123.5-98; Dade County Approved, Florida 1.6 QUALITY ASSURANCE 1.4 SUBMITTALS Building Code Approved, Texas Dept of Insurance Approved, ICC Report Approval. A. Testing Agency Qualifications: To qualify for approval, an independent testing agency must demonstrate to Architect's A. Submit under provisions of Section .01300. 1.4 SUBMITTALS 1. Color: As selected from manufacturers' full range. satisfaction, based on evaluation of agency submitted criteria conforming to ASTM E699, that it has the experience and B. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and A. General: Submit each item in this Article according to the Conditions of the Contract and Special Provision No.11: Shop capability to satisfactorily conduct the testing indicated without delaying the Work. recommendations. Drawings and Samples. 103 STARTER STRIP 2. Storage and handling requirements and recommendations. B. Product Data tincluding manufacturer's material and finish data, instructions, and general recommendations for each A. Self sealing starter shingle designed for premium roof shingles. Each bundle covers approx. 100 lineal feet for regular shingles or 50 PART 2 PRODUCTS 3. Installation methods. lineal feet for oversized shingles. specified flashing material"and fabricated product. C. Shop Drawings: Indicate metal flashing profiles, joint locations, fastening locations, and installation details. Indicate tile C. Shop Drawings of each item specified showing layout, profiles, methods of joining, and anchorage details. 2.1 MANUFACTURERS 2.04 LEAK BARRIER layout with location of cut and special shaped tiles identified. tA. Manufacturers: Subject to compliance with requirements, provide products by one of the following: A. Self-adhering, self sealing, bituminous leak barrier surfaced with fine, skid-resistant granules. Approved by UL, Dade County, ICC, State D. Selection Samples: For each finish product specified, two complete sets of tile colors representing manufacturer's full 1.5 QUALITY ASSURANCE ta. Baxter: J. H. Baxter Co. E. Verification Samples: For each finish product specified, two full size samples representing actual product, color, and material, design, and extent to that indicated for this Project and with a record of successful in-service performance. 1. Wood-Preservative-Treated Materials: of Florida and Texas Deportment of Insurance. Each roll contains approx. 150 sq ft, 36' X 50' or 200 sq ft. 36"X 66.7'. range of available colors and patterns. A. Installer Qualifications: Engage an experience Installer who has completed sheet metal flashing and trim work similar in b. Chemical Specialties, Inc. 2.05 SHINGLE UNDERLAYMENT patterns. c. Continental Wood Preservers, Inc. A. Water repellent, breather type celluloseAlass fiber composite roofing undedayment. Meet§.or exceed ASTM 0226 and D4869 and F. Certificates of Compliance: Submit to certify compliance with referenced standards. 1.6 PROJECT CONDITIONS d. Hickson Corp. approved by I and the Florida Building Code. Each roll contains approximately 4 squares (432 sq. ft.) of material and is 36L x 144� A. Coordinate work of this section with interfacing and adjoining work for proper sequencing of each installation. Ensure best e. Hoover Treated Wood Products, Inc. 1.5 QUALITY ASSURANCE possible weather resistance, durability of work, and protection of materials and finishes. f. Osmose Wood Preserving, Inc. 2.06 ROOFING CEMENT A. Asphalt Plastic Roofing Cement meeting the requirements of ASTM D 4586, Type I or 11. A. Manufacturer Qualifications: Minimum five years documented experience producing concrete roof tile and member of Tile PART 2 - PRODUCTS . ..... Roof Institute. 2.2 LUMBER, GENERAL 2.07 ROOF ACCESSORIES A. Lumber Standards: Comply with DOC PS 20, "American Softwood Lumber Standard," and with applicable grading rules of B. Installer Qualifications: Minimum five years documented experience installing products specified in this section and/or 2.1 METALS A. Exterior acr 1c: rust resistant aerosol roof accessory point. Each 6 oz can is available in boxes of 6 and in a wide variety of colors to supervision by a manufacturers authorized installation representative. C. Mock-Up: Provide a mock-up for evaluation of inspection agencies certified by American Lumber Standard Committ ee s (ALSC) Board of Review. A. Aluminum: Alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated. compliment the roof. surface preparation techniques and application workmanship. 1. SPIB - Southern Pine Inspection Bureau. 2. WWPA - Western Wood Products Association. 1. Finish areas designated by Architect. 2.08 NAILS 2.2 MISCELLANEOUS MATERIALS AND ACCESSORIES 3. NELMA - Northeastern Lumber Manufacturer's Association. A. Standard round wire, zinc-coated steel or aluminum; 10 to 12 gauge, smooth, barbed ordeforinned shank, with heads 3/8 inch to 2. Mock-up shall be a minimum of a 10 foot (3.05 M) by 10 foot (3.05 M) area and include the edge, ridge, valley and A. Fasteners: Some metal as sheet '�tal flashing or other noncorrosive metal as recommended by sheet metal manufacturer. tme B. Grade Stamps: Provide lumber with each piece factory marked with grade stamp of inspection agency evidencing other typical transition conditions anticipated. Match finish of exposed heads with material being fastened. 7/16 inch in diameter, Length must be sufficient to penetrate into solid wood at least 3/4 inch or through plywood or oriented strand compliance with grading rule requirements and identifying grading agency, grade, species, moisture content (it time of B. Asphalt Mastic: SSPC-Paint 12, so6nt-type asphalt mastic, nominally free of sulfur and containing no asbestos fibers, board by at least 1/8 inch. 3. Do not proceed with remaining work until installation workmanship and appearance is approved by Architect. _mll (0.4-mm) d film thickness per coat. surfacing, and mill. compounded for 15 4. Mock-up may not remain as part of Work. ry C. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for moisture content specified, Where actual 2.09 METAL FLASHING C. Sealants: As specified in Section Joint Sealants. 5. Accepted mock-up may remain as part of Work. DO 9 s: 0 sizes are indicated, they are minimum dressed sizes for dry lumber. A. 0,032 D. Metal Accessorie Provide sheet '7 -inch aluminum sheet, compling with ASTM 8 209. TV eral clips, straps, anchoring devices, and similar accessory units as required for Jul 1. Provide dressed lumber, S4S, unless otherwise indicated. installation of work, 'matching the m. at e being installed; noncorrosive; size and thickness required for performance. 2. Provide dry lumber with 19 percent maximum moisture content at time a ressing or Tic nomino ic ness or ess, oo ng emen e as es as ee, asphalt based. unless otherwise indicated. A. Store products in manufacturer's unopened packaging until ready for installation. 3.01 EXAMINATION 2.3 FABRICATION, GENERAL NO. REVISION/ISSUE DATE A. Do not begin installation until the roof deck has been properly prepared. B. Deliver products to project site in manufacturer's unopened pallets, labeled with data indicating compliance with specified 2.3 WOOD PRESERVATIVE-TREATED MATERIALS A. Sheet Metal Fabrication Standard: Tabricate sheet metal flashing and trim to comply with recommendations of SMACNA's requirements. A. General: Where lumber or plywood is indicated as preservative treated or is specified to be treated, comply with applicable "Architectural Sheet Metal Manual" that apply to the design, dimensions, metal, and other characteristics of the item 3.02 PREPARATION C. Maintain dry storage area for products of this section until installation of products. requirem A C2 (lumber) and AWPA C9 (plywood). Mark each treated item with the Quality Mark Requirements of an indicated. A. Clean deck surfaces thoroughly prior to installation of eaves protection membrane and priderloyment. inspection agency approved by ALSC's Board of Review. B. At areas that receive eaves protecti,)n membrane, fill knotholes and cracks with latex Hier. B. Comply with details shown to fabricate sheet metal flashing and trim that fit substrates and result in waterproof nd 1.7 PROJECT CONDITIONS C. Install crickets on the upslope side of all chimneys in the north, any chimney wider thad`*2411 and on all roofs steeper than 6/12. weather-resistant performance onc installed. Verify shapes and dimensions of surfaces to be covered before fabricating sheet 1. Do not use chemicals containing chromium, ammonia or arsenic. land a metal. Shop-fabricate work to the greatest extent possible. B. Pressure-treat all above ground items with waterborne preservatives to a minimum retention of 0.25 IbAu. ft. A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for maximum of 0.39 lb/cu. ft. After treatment, kiln-dry lumber and plywood to a maximum moisture content of 19 and 15 3.03 INSTALLATION OF UNDERLAYMENTS optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. C. Fo e etal work��'that is without excessive oil canning, buckling, and tool marks and that is true to line A. General: percent, respectively i and levels indicated, with exposed edges folded back to form hems. B. Do not overload the roof. Distribute stocks of tile uniformly on roof at not greater than 12 inches (305 mm) in height. 1. Install using methods recommended by Manufacturer, in accordance with local building codes. When local codes and application C. Complete fabrication of treated items before treatment, where possible. If cut after treatment, apply field treatment e nonmoving seam D. Seams: Fabricat" s in aluminum with flat-lock seams. Form seams and seal with epoxy seam sealer. Use complying with AWPA M4 to cut surfaces. Inspect each piece of lumber or plywood after drying and discard damaged or instructions are in conflict, the more stringent requirements shall take precedence. concealed fasteners'for additional .strength, B. Eaves: 1.8 WARRANTY E. Expansion Provisions: Space Trio defective pieces. vernent joints at maximum of 10 feet with no joints allowed within 24 inches of comer or 1. Install eaves edge metal flashing tight with fascia boards; lop joints 2 inches and seal with plastic cement or high quality urethane SPECIFICATIONS A. Roof Tile: Limited Lifetime, Fully Transferable, Non-Prorated Product Warrant against defects in roof tile for the life of intersection. Where lapp yo D. Do not use oil borne pentachlorophenol for surfaces that are to be pointed and y ed or ba 'net-type expansion provisions in work cannot be used or would not be sufficiently sealant; nail at the top of the flange. the structure. surfaces in contact with roofing. weatherproof and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with 2. On all roofs between 2/12 and 4/12 (low slopes) install leak barrier up the slope fii eaves edge a full 36 inches. Lop ends 6 inches B. Installation Warranty Warrants products of this section, as installed, to be in accord with the Contract Documents and mastic sealant (concealed within ints). i andbond. 2.4 FASTENERS C. Valleys: free from faults and defects in materials and workmanship for a minimum period of 3 years after completion. F. Sealed Joints: Form non-expahsion, but movable, joints in metal to accommodate elostomeric sealant to comply with D. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material SMACNA standards. 1. Install eaves protection membrane at least 36 inches wide and centered on the valley. Lao ends 6 inches and seal. 9 and manufacture. Provide hot-dip zinc coating per ASTM A153 or Type 304 stainless steel. Only use ASTM A153 'alvanized 2. Where valleys are indicated to be "open valleys", install metal flashing over leak barrier before roof deck protection is installed; DO NOT 1.9 EXTRA MATERIALS G. Separate metal from incompatible metal or corrosive substrates by coating concealed surfaces at locations of contact with asphalt mastic or other permanent separation as recommended by manufacturer. fasteners where fasteners are in contact with other galvanized materials. nail through the flashing. Secure the flashing by nailing at 18 inches on center just beyon'todge of flashing so that nail heads hold down A. Provide an additional 1 percent of installed roof tiles, but not less than one full square, for Owner's use in roof E. Nails, Wire, Brads, and Staples: FS FF-N-105. the edge. maintenance. H. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of sheet metal F. Power-Driven Fasteners: CABO National Evaluation Report NER-272. D. Roof Deck: view. B. Furnish extra materials packaged with protective covering for storage and identified with labels clearly describing contents. G. Wood Screws: ASME 818.6.1. 1. Install one layer of roof deck protection over the entire area not protected by leak barrier at the eaves or valley. Install sheets 1. Fabricate cleats and attachmint devices from same material as sheet metal component being anchored or from compatible, H. Lag Bolts: ASME B18.2.1. horizontally so water sheds and nail in place. noncorrosive metal recommended by sheet metal manufacturer. 2. On roofs sloped at more than 4 in 12, lop horizontal edges at least 2 inches and at least 2 inches over eaves protection membrane. PART 2 PRODUCTS 1. Bolts: Steel bolts complying with ASTM A307, Grade A (ASTM F568, Property Class 4.6); with ASTM A563 hex nuts and, 2. Size: As recommended by SMACNA manual or sheet metal manufacturer for application but never less than thickness of 3. On roofs sloped between 2 in 12 and 4 in 12, lap horizontal edges at least 19 inches and at least 19 inches over eaves protection 2.1 MANUFACTURERS where indicated, flat washers. metal being secured. membrane. 4. Lap ends at least 4 inches. Stagger end lops of each layer at least 36 inches. A. Acceptable Manufacturer: TIONS 2.9 MISCELLANEOUS MATERIALS 2.4 SHEET METAL FABRICA 5. Lap roof deck protection over leak barrier in valley at least 6 inches. Coma Cast Corp Concrete Clay Roof Tiles A. Water-Repellent,Preservative: NWWDA-tested and -accepted formulation containing 3-iodo-2-propyn� butyl carbonate A. General: Fabricate sheet metal items in thickness or weight needed to comply with performance requirements but not less E. Deck-Armor (or equivalent product) Application Eagle Roofing Products than that listed below (IPBC) as its active ingredient. 1. Deck-Armor shall be installed over a clean, dry deck. for eacl� application and metal. Entegra Roof Tile B. Exposed Trim: Fabricate from the following material: PERMIT DOCUME1 2. Install Leak Barrier at eaves, valleys, rakes and other vulnerable leak areas. PART 3 - EXECUTION 3. Lay Deck-Armor over deck and overlap 3*at side lops and 13�at end laps. Hanson Roof Tile 2. Aluminum: 0.050 inch thick' am Ithe following material: 4. For exposure to rain, overlap 12" at end laps. Richmond Precast Concrete Products C. Drip Edges: Fabricate fr 2. Aluminum: 0.0320 inch thick. 3.1 INSTALLATION, GENERAL 5. For side and end laps: fasten Deck-Armor 12"o.c. (6 o.c. for high wind areas). Tile Roofs, Inc. A. Discard units of material with defects that impair quality of rough carpentry construction and that are too small to use in 6. For middle of the roll: fasten Deck-Armor 24*o.c. (12 o.c. for high wind areas). B. Consult Owner for Acceptable Manufacturer. 1-04 3 AS OWN 1 2.5 ALUMINUM FINISHES fabricating rough carpentry with minimum number of joints or optimum joint arrangement. 7. For exposure to rail, completely cover all side laps, end laps and fasteners with tape. C. Requests for substitutions will be considered in accordance with provisions of Section 01600. PROJ. NO. DWN BY �CAL B. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. 8. For long term exposure see complete Deck-Armor Installation instructions for side lap detail. A. General: Comply with Aluminum Association's (AA) "Designation System for Aluminum Finishes' for finish designations and C. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated. Fit rough carpentry to other 9. If roof may be exposed to high winds, apply tape over all fasteners at the center of the'rall to prevent rain from entering at the upplication recommendations. PART 3 EXECUTION -Performance Organic Coating Finish: AA-C12C42R1x (Chemical Finish: cleaned with inhibited chemicals; Chemical construction; scribe and cope as required for accurate fit. fasteners. 0. High D. Apply field treatment complying with AWPA M4 to cut surfaces of preservative treated lumber. F. Penetrations: 3.1 EXAMINATION -fluorldephosphate conversion coating; Organic Coating: as specified below). Prepare, pretreat, and apply Finish: acid chromate E. Use hot-dip galvanized nails. Use finishing nails for finish work. Select fasteners of size that will not fully penetrate 1. Vent pipes: Install a 24 inch square piece of eaves protection membrane lopping over roof deck underloyment; seal tightly to pipe. A. Do not begin installation until substrates have been properly prepared. coating to exposed metal surfaces to comply with coating and resin manufacturerlis instructions. members where opposite side will be exposed to view or will receive finish materials, Make tight connections between 2. Vertical walls (or nearly vertical walls): Install eave protection membrane extending at least 6 inches up the wall and 12 inches on to B. Verify surfaces are uniform, smooth, clean and dry G- 003 1. Fluoropolymer 2-Coat Coating System: Manufacturer's standard 2-coat, thermocured system composed of specially members. Install fasteners without splitting wood; predrill as required. the roof surface. Lap the membrane over the roof deck undeflayment. 3. Rake Edges: Install metal edge flashing over eaves protection membrane and roof deck underlayment; set tight to Take boards; lop im an uoropo ymer co or opcoa con ain ng no ess an percen po yv n ene uon e resin C. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. F. Countersink nail heads on exposed carpentry work and ll holes. by weight; complying with AAMA 605.2. 7. 7 7 tjoints at least 2 inches and seal with plastic cement; secure with nails. a. Color and Gloss: To be selected from manufacturer's standard color range. t "A Sheet Metal Flashing Cont ' d 07920 Joint Sealants C rTt' d Painting Cont' d 07620, 'Fleet Landing 09910 09972 - Concrete/ Portland Cement Stucco , EXECUTION PART 3 2.5 JOINT SEALANT BACKING it A. General: Provide sealant bookings of material and type that are non-staining; are compatible with joint substrates, 2.2 ACCEPTABLE MANUFACTURERS 1.8 COORDINATION AND SCHEDUUNG. A. Coordination: Coordinate Architectural Coatings and Finishes installation with other construction operations. sealants, primers and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field 3.1 EXAMINATION A. First grade products of the following manufacturers are acceptable, subject to submittal and approval of a schedule of t A. Examine substrates and conditions under which sheet metal flashing and trim are to be installed and verify that work may experience and laboratory testing. products listing the surfaces for which they are intended. r il� �l it properly commence. Do not proceed with installation until unsatisfactory conditions have been corrected. B. Plastic Foam Joint Fillers: Performed compressive, resilient, non-staining, non-waxing, 1. Benjamin Moore & Company. 1.9 WARRANTY Port Cochere non-extruding strips of flexible plastic foam of material indicated below 2. Glidden Pro (formerly ICI, Devoe and Glidden Paint) A. Warranty. Upon request, at completion of installation, provide manufacturer's Standard Limited Warranty. 3.2 INSTALLATION and of size, shape, and density to control sealant depth and otherwise contribute 3. Sherwin-Williams Company. J PART 2 - PRODUCTS A. General: Unless otherwise indicated, install sheet metal flashing and trim to comply with performance requirements, to producing optimum sealant performance. B. Products of Sherwin-Villiams Company are listed in the Product Schedule to illustrate paint material quality and type. m 1. Closed-cell polyethylene foam, nonabsorbent to liquid water and gas, non-outgassing in unruptured state. Equivalent products of the listed acceptable manufacturers are also acceptable. 2.1 MANUFACTURERS anufacturer's installation instructions, and SMACNA's "Architectural Sheet Metal Manual.' Anchor units of work securely in place by methods indicated, providing for thermal expansion of metal units; conceal fasteners where possible, and set units C. Elostomeric Tubing Joint Fillers: Neoprene, butyl, EPDM, or silicone tubing complying with ASTM 0 1056, nonabsorbent to A. Manufacturer true to line and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and water and gas, capable of remaining resilient at temperatures down to -26 degrees F (-32 degrees C). Building 1000 2.3 PRODUCT SCHEDULE weatherproof Provide products with low compression set and of size and shape to provide a secondary seal, to control sealant depth, and A. Block Filler: B42W46 Heavy-duty, high-performance acrylic resin latex emulsion block filler for interior and exterior use in B. Components: Obtain components manufactured from authorized distributors. No substitutions or additions of other B. Install exposed sheet metal work that is without oil conning, buckling, and tool marks and that is true to line and levels otherwise contribute to optimum sealant performance. filling bare CMU and concrete before application of finish coats. materials are permitted without prior written permission from Contractor/In stall er for this project indicated, with exposed edges folded back to form hems. Install sheet metal flashing and trim to fit substrates and to result D. Bond-Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant manufacturer for preventing in waterproof and weather-resistant performance. Verify shapes and dimensions of surfaces to be covered before fabricating sealant from adhering to rigid, inflexible joint filler materials or joint surfaces at bbck of joint where such adhesion would B. Primers for Metals: sheet metal. result in sealant failure. Provide self-adhesive tape where applicable. 1. Universal Metal Primer: 850Z Series Kem Kromik alkyd base metal primer for all interior ferrous metal. 2.2 MATERIALS J CLIENT -Edge Flashings: Secure metal flashings at roof edges according to FM Loss -Inhibitive Primer: B50Z Series Kern Bond HS alkyd base metal primer for all exterior ferrous metal and may be used C. Roof 2. Rust Prevention Data Sheet 1-49 for specified wind zone and cladding wind load, criteria indicated on the architectural drawings. 2.6 MISCELLANEOUS MATERIALS for all interior ferrous metal in lieu of Universal Metal Primer above. A. Basecoats: [1 WeatherDry Waterproofing Bosecoat. Acrylic co-polymer base. Requires the addition of portland cement. 3. Galvanized and Non-ferrous Metal Primer: 850WZ30 Galvite HS, solvent based acrylic primer for all galvanized and Use most stringent requirements. A. Primer: Material recommended by joint sealant manufacturer where required for adhesion of sealant to joint substrates Fleet Landina D. Expansion Provisions: Provide for thermal expansion of exposed sheet metal work. Space movement joints at maximum of indicated, as determined from preconstruction joint seal an t-substrate tests and field.tests. non-ferrous metal. [2. 121 Basecoat: 100% acrylic polymer base, requiring the addition of portland cement. -type expansion provisions C. Primers for Wood: 10 feet with no joints allowed within 24 inches of comer or intersection. Wbere lopped or bayonet B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, 1 Fleet Landing Blvd [3. 121 Dry Basecol Copolymer based, factory blend of cement and proprietary ingredients in work cannot be used or would not be sufficiently weatherproof and waterproof, form expansion joints of intermeshing -joint substrates and adjacent nonporous -oil base Y24 A-100 primer for exterior wood to receive paint finish. free of oily residues or other substances capable of staining or harming in any way, 1. Alkyd requiring addition of water as per manufacturer's recommendation. Atlantic Beach, FL 32233 hooked flanges, not less than 1 inch deep, filled with mastic sealant (concealed within joints). surfaces, and formulated to promote optimum adhesion of sealants with joint substmtes. 2. Alkyd-oil base B49 Series Prep-Rite alkyd enamel undercoat for interior wood to receive point finish. (4. 121 Optimum Basecoat: Copolymer based, factory blend of cement and proprietary ingredients requiring addition of wate r E. Do not solder aluminum. C. Masking Tape: Non-staining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints I D. Primer-Sealer: B28W200 Prep-Rite premium quality latex primer-sealer for drywall. as per manufacturWs recommendation. F. Sealed Joints: Form non-expansion, but movable, joints in metal to accommodate elostomeric sealant to comply with s Glo s Enamel: A85 Series SuperPaint acrylic latex base enamel for gloss exterior finish coat. [5. Stucco Level Coat: Copolymer based, factory blend of cement and alant and form metal to completely conceal sealant SMACNA standat4,,_Fill'joint with'se PART 3 - EXECUTION proprietary ingredients requiring addition of water. F. Flat Masonry Paint: A-100 (A6), acrylic latex base masonry paint for exterior concrete and stucco. REINFORCING MESH IS USED FOR GAUGING THE THICKNESS OF THE BASECOAT AND MAYBE REQURIED WITH MANUFACTURER ARCHITECT G. Seams: Fabricate normoving seams in aluminum with flat-lock seams. Form seams and seal with epoxy seam sealer. Rivet G. Interior Flat: B30 ProMar 200/400, vinyl-acrylic latex type low sheen finish coat. B. Reinforcing Mesh joints for additional strength. 3.1 EXAMINATION H. Interior Satin: B20 ProMor 200/400, vinyl acrylic latex type eggshell sheen enamel [1. Standard Mesh: Weight 4.5 oz. per sq. yd. (153 9/sq m); coated for protection against alkali. Standard reinforcement of H. Separations: Separate metal from non-compatible metal or corrosive substrates by coating concealed surfaces, at Examine joints indicated to receive joint sealants, with Sub-Contractor present, for'compliance with requirements for joint finish coat. EIFS, or for use with High Impact 358.14 Mesh, or Ultra High Impact 358.20 Mesh. VIA Concepts, U-C locations of contact, with asphalt mastic or other permanent separation as recommended by manufacturer. configuration, installation tolerances, and other conditions affecting joint sealant performance. Do not proceed with installation of joint sealants until unsatisfactory conditions have been corrected. 1. Underlayment: Where installing stainless steel or aluminum directly on cementitious or wood substrates, install a slip sheet 1. Interior Semi-Gloss: 834 ProMar 200/400 alkyd type semi-gloss enamel finish coat. C. Primers 1807 Third Street North TION [2. Variance VariPrime Sanded: 100% acrylic based coating to prepare surface for various finishes. MODIFY BELOW TO SUIT -rosin paper and a course of polyethylene underlayment. of red [I. Primer: 100% acrylic based coating to prepare surfaces for stucco finishes. Jacksonville Beach, FL 32250 EXECU 2. Bed flanges of work in a thick coat of roofing cement where required for waterproof performance. 3.2 PREPARATION PART3 M2600139 ealants to comply with recommendations of A. Surface Cleaning of Joints: Clean out joints immediately before installing joint s 3.1 PREPARATION OF SURFACES REQUIREMENTS. CHOOSE ONE FINISH TYPE, TEXTURE, & COLOR WITH ACCESSORY MATERIALS TO CREATE DESIRED EFFECT D. Finish: 3.3 CLEANING AND PROTECTION joint sealant manufacturer and the following requirements: A. Cleaning: Remove accumulated dirt and loose dust by brushing or wiping. [1. DPR Optimum Finish: Factory blended, 100% acrylic polymer based finish, integrally colored. Finish type, texture and color A. Clean exposed metal surfaces, removing substances that will cause corrosion of metal or deterioration of finishes. 1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints B. Concrete Masonry. Clean all excess mortar, loose and foreign material using metal scraper and wire brush. Remove all B. Provide final protection and maintain conditions that ensure sheet metal flashing and trim work during construction is ent, protective coatings tested and approved for sealant adhesion and compatibility by sealant as selected by Owner. Finish type, texture and color as selected by Owner grease and oil spots by suitable cleaning compound and rinse (to remove alkali). If necessary, neutralize by washing with zinc STRUCTURAL without dam age or deterioration other than natural weathering at the time of Substantial Completion. manufacturer), old joint sealants, oil, grease, sulphate solution. [2. DPR Standard Finish: Factory blended, 100% acrylic polymer based finish, integrally colored. Finish type, texture and color waterproofing, water repellents, water, surface dirt, and frost. C. Metal: Surfaces shall be free of rust and loose scale. Clean with mineral spirits before painting. Surfaces which will be as selected by Owner. Finish type, texture and color as selected by Owner. Latitude 30 Engineering [3. Variance Finish: Acrylic-based specialty finish. Finish type, texture and color as selected by Project Designer. 2. Clean concrete, masonry, unglazed surfaces of ceramic tile, and similar porous joint substrate surfaces by brushing, inaccessible after installation shall be completely painted before installation. Prime field welds, bolts and rivets. 1510-B Second Street South grin Ing, as c ean ng, mec anic a ro ing, or a com ina ion a ese methods to produce a clean, sound substrate capable 1. Aluminum: Clean and remove all lacquer or other protective coating. a. ariance ritiquing Gel: a water-based, tinted, semi-transparent, acrylic emulsion for staining, Jackso nville Beach, FL 32250 of developing optimum bond with joint sealants. Remove loose particles remaining irom above cleaning operations by 2. Steel: Wipe shop primed metal clean of foreign matter, retouch where scratched, marred or rusted using similar primer. As sealing, and protecting concrete, portland cement stucco and other cementitious substrates. 07920 Joint Seclants vacuuming or blowing out joints with oil-free compressed air. se as require a ac ieve esired finish. PE No. 58773 soon as practical after erection (to minimize rusting) wire brush structural and miscellaneous steel and touch-up welds, Certificate of Authorization No. 26691 b. Variance VariSeal is a 100% acrylic, water based sealer. Improves scratch and scuff resistance and adds depth of color. 3. Remove laitance and form release agents from concrete. scratches and abrasions of shop applied primer. PART 1 GENERAL 4. Clean metal, glass, glazed surfaces of ceramic tile, and other nonporous surfaces with chemical cleaners or other means HE ENHANCED CLEANABILTY IS DESIRED FOR HIGH SOILING EXPOSURES. D. Wood: Sandpaper smooth. Before installation apply wood-sealer. Back-prime trim and prime cut ends to match finished surface. Ease sharp knife-edge comers by rubbing with fine sandpaper, Remove soil by wiping using clean cloth moistened that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. [4. Clear Sealer: 100% acrylic, transparent, permeable, dirt resistant sealer for use as a protective coating over acrylic t 1.1 RELATED DOCUMENTS B. Joint Priming: Prime joint substrates where indicated or where recommended by Oint sealant manufacturer based on finishes. Use 600 Clear or 610 Matte Clear as detailed on drawings. ELECTRICAL with alcohol. preconstruction joint sealant-substrate tests or prior experience. Apply primer to comply with joint sealant manufacturer's E. Water: Clean, potable water A. Drawings and general proviisions of Contract, including General and Supplementary Conditions and Division I Specification recommendations. Confine primers to areas of joint sealant bond; do not allow spil[61ge or migration onto adjoining surfaces. F. Portland Cement: ASTM C150, Type I or Type 1-11. David Hunter & Associates, Inc. Sections, apply to this Section. C. Masking Tape: Use masking tape where required to prevent contact of sealant With adjoining surfaces that otherwise would 3.2 APPUCATION 1229 Sumter Square Drive West A. Workmanship: Read and conform to instructions in label on containers. Materials uniformly spread and smoothly finished. 2.3 RELATED MATERIALS AND ACCESSORIES be permanently stained or damaged by such contact or by cleaning methods requl' red to remove sealant smears. Remove 1.2 SUMMARY Do not thin in excess of the printed directions. Mix and apply in accordance with manufacturer's directions. Field applied A. Substrate Materials: Jacksonville, FL 32218 tape immediately after tooling without disturbing joint seal. PE No. 53375 A. This Section includes joint sealants for use at the following locations: priming coats shall be applied as soon as possible after the work is received or in place. Apply coats by brush or roller. [1. Concrete Portland cement stucco Units (CMU): Non-pointed (uncoated). Certificate of Authorization No. 9882 1. Exterior joints in vertical surfaces and non-traffic horizontal surfaces as indicated below: 3.3 INSTALLATION OF JOINT SEALANTS Coverage of products shall not be less than that recommended by manufacturer. When finishing operating parts, the parts [2. Concrete (poured or pre-cast). a. Joints between different materials. A. General: Comply with joint sealant manufacturer's printed installation instructions applicable to products and applications shall be pointed in the "open' position and shall remain so until dry. Metal surfaces required to be bare for proper operations [3. Unglazed brick and portland cement stucco units. e b. Perimeter joints between materials and frames of doors. indicated, except where more stringent requirements apply. paint. Cut sharp lines at different colors, glass and other unpainted materials. In painted work each (4. Other Approved by Owner in writing prior to the project c. Control and expansion joints in ceiling and overhead surfaces. B. Sealant Installation Standard: Comply with recommendations of ASTM C 1193 foe use of joint sealants as applicable to coat sho 11 differ in color from the preceding and succeeding coats. B. Flashing: Refer to Division 7 Flashing Section for flashing materials. d. Other joints as indicated. materials, applications, and conditions indicated. C. Sealant System: 2. Interior joints in vertical surfaces and horizontal non-traffic surfaces as indicated below: C. Installation of Sealant Bookings: Install sealant bookings to comply with the following requirements: 3.3 COLORS 1. Sealants shall conform to ASTM C920, Grade NS. a. Control and expansion joints on exposed interior surfaces of an exterior walls. 1. Install joint fillers of type indicated to provide support of sealants during application and at position required to produce A. Colors shall match colors scheduled by Architect. b. Perimeter joints of exterior openings where indicated. 2. Expansion joints between sections of shall have a minimum width of 3/4 in (19 men). itthe cross-sectional shopes and depths of installed sealants relative to int widths that allow optimum sealant movement jo B. Colors for surfaces not scheduled: 3. Sealant backer rod shall be closed-cell polyethylene foam. c. Other joints as indicated. capability. Match Existing Roof Color. 1. Roof. 4. Apply sealant to tracks or Basecoat of EIFS. a. Do not leave gaps between ends of joint fillers, 3.4 EXTERIOR PAINT SCHEDULE 5. Refer to current bulletin for listing of�sealants which have been tested and have been found to be compatible with EIFS. b. Do not stretch, twist, puncture, or tear joint fillers. 6. Color shall be as selected by Owner. 1.3 SYSTEM PERFORMANCE REQUIREMENTS A. Non-ferrous Metals and Piping: Galvanized and non-ferrous metal primer and two c. Remove absorbent joint fillers that have become wet prior to sealant application and replace with dry material. A. Provide elostomeric joint sealants that have been produced and installed to establish and to maintain watertight and 2. Install bond breaker tape between sealants where backer rods are not used between sealant and joint fillers or back of coats gloss enamel. 7. Joint design, surface preparation, and sealant primer shall be based on sealant manufacturer's recommendations and project conditions. airtight continuous seals without causing staining or deterioration of joint substrates. joints. B. Cerrous Metals and Piping: Rust Inhibitive primer and two coats gloss enamel. C.-Wo! Trim: Alkyd-oil base primer and two coats gloss enamel B. Provide joint sealants for interior applications that have been produced and installed to establish and Mal' LANDSCAPE ntain airtight D. Installation of Sealants: Install sealants by proven techniques that result in sealants directly contacting and fully wetting PART 3 - EXECUTION continuous seals that are water resistant and cause no staining or deterioration of joint substrates. joint substrates, completely filling recesses provided for each joint configuration, and providing uniform, cross-sectional shapes D crete: Two coats of clear sealant E. C�U: Block Filler and two semi-gloss masonry paint. Brian Burke, L.A. and depths relative to joint widths that allow optimum sealant movement capability, Install sealants at the some time sealant 1.4 QUAUTY ASSURANCE backings are installed. 3.5 TQIUCH-UP 3.1 EXAMINATION 1015 Atlantic Blvd A. Verify project site conditions under visions of Section 01 00 00. ure pro A. eta'u"ch-,finished surfaces, including factory finished items, necessary so work is neat, clean and unblemished at time of B. Compliance: Comply with manufacturer's instructions for installation of coatings. Atlantic Beach, FL 32233 A. Single Source Responsibility for Joint Sealant Materials: Obtain joint sealant materials from a single manufact r for each E. Tooling of Non-sag Sealants: Immediately after sealant application and prior to time skinning or curing begins, tool R different product required. 0 sealants to form smooth, uniform beads of configuration indicated, to eliminate air pockets, and to ensure contact and substan tial,,completion. C. Substrate Examination: Examine prior to Basecoat installation as follows: adhesion of sealant with sides of joint. Remove excess sealants from surfaces adjacent to joint. Do not use tooling agents 3.7 CLEANING License No. LA0001260 1. Substrate shall be free of dust, dirt,'laitance, efflorescence, and other harmful contaminants. 1.6 DEUVERY, STORAGE, AND HANDUNG that discolor sealants or adjacent surfaces or are not approved by sealant manufacturer. A. Keep freshly coated surfaces, brushed and cans clean and dust free. Remove paint splatters and daubs from hardware, 2. Substrate construction in accordance with substrate material manufacturer's specifications and applicable building codes. bels indicating manufacturer,,product A. Deliver materials to project site in original unopened containers or bundl 1. Provide concave joint configuration per Figure 5A in ASTM C 1193, unless otherwise indicated. e� with la glass, floors nd any other surfaces not indicated to be pointed. name and designation, color, expiration period for use, pot life, curing time, and mixi g.instructions for multi-component 2. Provide flush joint configuration, per Figure 58 in ASTM C 1193, where indicated' 3. Substeate shall be cured' concrete (28 days minimum) n materials. a. Use masking tape to protect adjacent surfaces of recessed tooled joints. 4. Substrate shall have no irregularities greater than 1/4" (6.4 men), and shall be sound and free of foreign substances, B. Store and handle materials in compliance with manufacturer's recommendations to prevent their deterioration or damage 3. Provide recessed joints configuration, per Figure 5C in ASTM C 1193, of recessed depth and at locations indicated. including point, bond breakers, form ils, laitance, scaling and flaking. 0 due to moisture, high or low temperatures, contaminants, or other causes. 5. Unsatisfactory conditions shall'be corrected before the application of the coatings. 3.4 CLEANING 09972 Concrete/ Portland Cement Stucco 6. Painted surfaces shall-'h'ave paint removed to achieve a substrate with 90% or more of the surface free of paint. 1.7 PROJECT CONDITIONS A. Clean off excess sealants or sealant smears adjacent to joints as work progres'ed by methods and with cleaning materials 7. Sanding surfaces,shall be eliminated mechanically, then washed with clear water. A. Environmental Conditions: Do not proceed with installation of joint sealants under the following conditions: approved by manufacturer's of joint sealants and of products in which joints occur. PART11 GENERAL ution followed by complete rinsing.8. Remove efflorescence using mechanical removal and/or a diluted acid soll 1. When ambient and substrate temperature conditions are outside the limits permitted by joint sealant manufacturer. fr of voids over 1/8" (3 mm) across. Glossy surfaces shall be dulled by chemical or . ... .. 9. Concrete surfaces shall be level and ee 1.1 SECTION INCLUDES ei 2. When joint substrates are wet. 3.5 PROTECTION mechanical means. Thoroughly remove all rsidues. B. Joint Width Conditions: Do not proceed with installation of joint sealants where joint widths are less than allowed by joint tA. Protect joint sealants during and after curing period from contact with contornii D. Advise Contractor of discrepancies preventing installation of the Architectural Coatings and Finishes. Do not proceed wit noting substances or from damage resulting A. Supply and installation of Basecoat, reinforcing mesh and finish installed over Portland cement stucco. h sealant manufacturer for application indicated. from construction operations or other causes so that they are without deterioration or damage at time of substantial dtisfactory conditions are corrected. the Architectural Coatings and Finishes work until uns C. Joint Substrate Conditions: Do not proceed with installation of joint sealants until contaminants capable of interfering with completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint 1.2 REFERENCES their adhesion are removed from joint substrates. sealants immediately so that and installations with repaired areas are indistinguishable from original work. A. ASTM C578 Specification for Preformed, Cellular Polystyrene Thermal Insulation 3.2 PREPARATION B. ASTM C847 Standard Specification for Metal Loth A. Protection: Protect surrounding material surfaces and areas during installation of system. PART 2 - PRODUCTS C. ASTM C897 Standard Specification for Aggregate for Job-Mixed Portland Cement-Based Plaster B. Clean surfaces 'thoroughly prior to installation. D. ASTM B117 Test Method for Salt Spray (Fog) Testing. C. Prepare surfaces using the methods recommended by the Manufacturer for achieving the best result for the substrate 2.1 MATERIALS, GENERAL under the project conditions. 09910 P a i n t i n g E. ASTM D2247 Practice for Testing Water Resistance of Coatings in 100 Percent Relative Humidity. A. Compatibility Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with F. ASTM E84 Test Method for Surface Burning Characteristics of Building Materials. joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and 3.3 MIXING G. ASTM E331 Test Method for Water Penetration by Uniform Static Air Pressure'Difference. field experience. PART1 GENERAL H. ASTM E695 Method for Measuring Relative Resistance to Impact Loading. A. Mix proprietary products in accordance with Manufacturer's instructions. B. Colors: Provide color of exposed joint sealants to comply with the following: 1. ASTM E2485 Standard Test Method for Freeze/Thaw Resistance of Exterior Insulation and Finish Systems (EIFS) and Water 1. Provide selections made by Architect from manufacturer's full range of standard colors for products of type indicated. 3.4 APPLICATION 1.1 DESCRIPTION Resistive Barrier Coatings A. General: Installation shall conform to this specification and Parex written instructions and drawing details. 2.2 ELASTOMERIC JOINT SEALANTS J. ASTM E2486 Standard Test Method for Impact Resistance of Class PB and PI Exterior Insulation and Finish Systems (EIFS) A. Provide painting work specified herein and when shown on the drawings. The wo�d point means to apply paint materials asecoat K. ASTM G155 Accelerated Weathering for Exposure of Nonmetallic Materials. B. B A. Elastomeric Sealant Standard: Provide manufacturer's standard chemically curing elastomeric sealants that comply with and refers to the paint materials specified including primers, undercoats, sealers, fillers, stains and the finish coats of paint f 1. if leveling is required, apply any Bosecoat. Basecoot may be applied up to 3/8' (9.5 mm) and 121 Dry up to 1/2 in. (13 material. ASTM C 920, including those requirements referencing ASTM C 920 classifications for Type, Grade, Class, and Uses. TION 1.3 ASSEMBLY DESCRIP men) thick in a single pass when used as a leveler. B. Products: Subject to compliance with requirements, provide one of the products B. Shop priming and primer touch-up of miscellaneous steel items is specified in other sections. A. An exterior coating system consisting of Basecoat with embedded Reinforcing Fabric Mesh, Primer (Optional), & Finish Coat. 2. Apply Basec6at and fully embed mesh if applicable in Basecoat. specified. C. Where items and surfaces are not specifically identified but are not specifically excluded from the painting work, paint the C. Bond suppl ental EPS shapes a indicated on the drawings. Bond shapes to EPS or to dry reinforced Basecoot using any same as specified for adjacent similar surfaces and items. 1.4 SUBMITTALS Basecoat & Adhesive as an adhesive. Allow 24 hours to dry. Refer to Standard System Specification for materials and 2.3 SOLVEN T-RELEASE-CURING JOINT SEALANTS D. Colors will be selected by Architect. installation of,Basecoat and A. Acrylic Sealant: Manufacturer's standard one-part, non-sag, solvent-release curing acrylic terpolymer sealant complying E. Coordinate painting with all other sections for surfaces and items specified to be shop primed and for items to be factory A. General: Submit Samples, Evaluation Reports and manufacturer's product data sheets in accordance with Division 1 General Requirements Submittal Section. Mesh over E PS shapes. with AAMA 808.3 or FS TT-S-00230 or both, with capability when tested for adhesion and cohesion under maximum cyclic and shop finished. NO. R�VISION/ISSUE DATE D. Apply primer to Basecoat after drying. Primer may be omitted if it is not required by the B. Samples: Submit samples for approval, Samples shall be of materials specified and of suitable size as required to movement per ASTM C 719, to withstand the following percentage change in joint width existing at time of application and Manufacturer's product data sheets for the specified finish coat or otherwise specified for the project. trem accurately represent each color and texture used on project, Prepare each sample using some tools and techniques for actual ain adhered to joint substrates indicated for this project without failing cohesively. 1.2 SURFACES NOT TO BE PAINTED E. Finish Coat: Apply finish coat to match specified finish type, texture, and color. Do not apply finish coat to surfaces to project application. Maintain and make available, at job site, approved samples. ant. Keep finish out of sealant joint gaps. C. Manufacturer's Warranty Submit 'sample copies of Manufacturer's Warranty indicating Single Source Responsibility for stucco 1. 7-1/2 percent movement in both extension and compression for a total of 15 percent. A. Surface preparation and priming of items and surfaces specified in other sections to be factory or shop primed. receive seal B. Butyl Sealant: Manufacturer's standard one-part, non-sag, B. Surfaces and items specified in other sections to be factory- or shop-finished. assembly materials. solvent-release-curing, polymerized buty! sealant complying with ASTM C 1085 and formulated with minimum of 75 percent C. Galvanized steel surfaces that will be concealed in completed work. 3.5 CLEAN �UP -staining, paintable, and have a tack-free time of 24 hours or less. C. Pigmented Narrow Joint Sealant: Manufacturer's standard, sol ven t-rel ease-curing, pigmented synthetic rubber sealant solids to be non A. Removal:-'Remove and I egally,�dispose of Architectural Coatings and Finishes for Portland cement stucco component debris 1.5 QUAUTY ASSURANCE job s 1.4 QUAUTY ASSURANCE material to ite A. Qualifications: B. Clean EIFS surfaces and or complying with AAMA 803.3 and formulated for sealing joints 3/16 inch or smaller in width. A. Applicator Qualifications: Applicator shall have completed painting system applications similar in material and extent to work ea of foreign materials resulting from EIFS operations. 1. Manufacturer Shall have marketed stucco assemblies in United States for at least ten years and shall have completed D. Available Products: Subject to compliance with requirements, provide one of the following: that indicated for this project with a record of successful in-service performance.' projects of same general scope and complexity. 3.6 PROTECTION 1. Acrylic Sealant: 2. Applicator: Shall be experienced and competent in installation of stucco materials, and shall provide evidence of a B. Source Limitations: Obtain block fillers, primers, and undercoat materials for each coating system from the some A. Provide protection o a. "60+Unicrylic," Pecora Corp. f installed -paterials from water infiltration into or behind them. B. Provide protection of installed-.stucco from dust, dirt, precipitation, and freezing during installation. b. "P1 738," Protective Treatments, Inc. 3. Products manufactured under ISO 9001:2000 Quality System. manufacturer as the finish coats. minimum of five years experience in work similar to that required by this section. SPECIFICATIONS C. Provide protection of installed-finish from dust, dirt, precipitation, freezing and continuous high humidity until fully cured "PTI 767,* Protective Treatments, Inc. 1.5 DEUVERY, STORAGE AND HANDLING B. Architectural Coatings and Finishes for Portland Cement Stucco Functional Criteria: c. and dry. " d. "Mono," Tremco, Inc. A. Deliver all materials to the project site in manufacturer's original, unopene 1. General: c ainers bearing D. Clean exposed surfaces using materials and methods recommended by the manufacturer of 2. Butyl Sealant: a. Inclined surfaces shall follow the guidelines listed below: manufacturer's name and label. the uct being cle'aned. Remove and replace work that cannot be cleaned to the satisfaction of the a. "BC-158,* Pecora Corp. (1) Minimum slope: 6 in (152 men) of vertical rise in 12 in (305 men) of horizontal run. Arch itectOwner. b. "PTI 757,* Protective Treatments, Inc. 1.6 JOB CONDITIONS (2) For sloped surfaces, run of slope shall be a maximum of 12 in (305 men). c "Sonneborn Multi-Purpose Sealant,* Sonneborn Building Products A. Point Application: (3) Usage not meeting above criteria shall be approved by Manufacturer prior to installation. b. Flashing: Flashing shall be continuous and watertight. Flashing shall be designed and installed to prevent water infiltration Div., ChemRex, Inc. 1. Apply water-based points only when temperotv-e of surfaces to be painted is between 50 and 90oF. behind the Architectural Coatings and Finishes for d. "Tremcc, Butyl Se'alant," Tremco, Inc. 2. Apply solvent-thinned paints only when the temperature of surfaces to be painted is between 45 and 95'F. Portland Cement Stucco. Refer to Division 7 Flashing section for specified flashing materials. 3. Pigmented Narrow Joint Sealant: B. Do not apply paint in rain, fog, or mist; or-when the relative humidity exceeds 85 percent; or at temperatures less than c. Expansion joints: Continuous expansion joints shall be installed per contract documents "PT1 200," Protective Treatments, Inc. 5F above the dew point; or to damp or wet surfaces. a. d. Building code conformance: The construction shall be acceptable for use under the building code in force in the jurisdiction C. ,'aint Coordination: Review other sections in which primer paints are specified to ensure chemical compatibility with finish of the project. 2.4 LATEX JOINT SEALANT coating system. Furnish finish products which are compatible with primer products, or apply barrier coats over incompatible 2. Performance Requirements: Shall meet the testing requirements of the Product Performance Sheet. A. General: Provide manufacturer's standard one-part, non-sag, mildew-resistant, paintable latex sealant of formulation primers or remove and reprime. indicated that is recommended for exposed applications on interior and protected exterior locations and that accommodates D. Protection: Remove or otherwise protect hardware, light fixtures, sprinkler heads, electric outlet plates, A/C grilles and 1.6 DELIVERY, STORAGE, AND HANDUNG indicated percentage change in joint width existing at time of installation without failing either adhesively or cohesively. -position upon completion of operations. Protect floors and other A. Delivery- Deliver assembly materials in original packaging with manufacturees identification. registers and similar items in place prior to painting and re B. Acrylic-Emulsion Sealant: Provide product complyitig with ASTM C 834 that accommodates joint movement of not more PERMIT DOCUMENTS adjacent work by use of clean drop cloths or similar coverings. Protect the work of other trades from damage. Post signs on B. Storage: Store assembly materials in a dry location, out of direct sunlight, off the ground, and protected from moisture. than 5 percent in both extension and comprehension for a total of 10 percent. freshly pointed surfaces immediately following their completion. C. Silicone Emulsion Sealant: Provide product complying with ASTM C 834, and, except for weight loss measured per ASTM C 1.7 PROJECT SITE CONDITIONS 792, with ASTM C 920 that accommodates joint movement of not more thar. 25 percent in both extension and compression PART2 - PRODUCTS for a total of 50 percent. A. Substrate Temperature: Do not apply stucco assembly materials to substrates whose temperature are below 407 (4*C) or AS HOWN, 11-04 3 D. Products: Subject to compliance with requirements, provide one of the following: contain frost or ice. PROJ. NO. DWN BY CAL 1. Acrylic-Emulsion Sealant: 2.1 GENERAL B. Inclement Weather: Do not apply st :QA- F ucco assembly materials during inclement weather, unless appropriate protection is a "AC A. Paint systems, primers, sealer, fillers and finish pa�nt shall be by one manufacturer for each type surface. Products shall . -20", Pecora Corp. employed. C. Sunlight Exposure: Avoid, when possible, installation of the stucco assembly materials in direct sunlight. b. "Sonolac", Sonneborn Building Products Division, ChemRex, Inc. be factory ready mixed for immediate application without thinning or other modification. c. "Tremco Acrylic Latex 824, "Tremco", Inc. Application of finishes in direct sunlight in hot weather may adversely affect aesthetics. D. Do not apply stucco Basecoats or finishes if ambient temperature falls below 40'F 2. Silicone-Emulsion Sealant: (4'C) within 24 hours of application. t '7 Protect stucco materials from uneven and excessive evaporation during dry weather and strong blasts of dry air. a. "Trade Mate Paintable Glazing Sealant', Dow Coming Corp. G- 004 E. Prior to installation, the substrate shall be inspected for surface contamination, or other conditions that may adversely affect the performance of the stucco assembly materials, and shall be free of residual moisture. t t q WO ---� et Landi, ng ifl i CALL 811 BEFORE :�BEG[NtN G'�� ANY RK X z itC o Por ere R�"Existing Curb ......................... ........... ing 1000 Rem Ilil Ekstii ng P I rn ........... .......... itCLI 8197� ENT Slope Max 12:1 EA Remove', isting Light, Pole ewalk Fleet Landmq For Temp Sid Construct Temporary Sidewalk..., (Disconnett Cap Electrical) Roof Line Above 1 Fleet Landing Blvd Remove Existing be Removed at Completion V . Column At 233 Flush For Temp Sidewalk -�p lantic Beach, FL 32 Walkway & Ramp Footer Belo' ............. CT 01 ARCHITE VIA Concepts, LLC 1807 Third Street North Jacksonville Beach, FL 32250 AA2W01&54 aC6ncrete Pavers N t See Detail This Sheet` r/-fg STRUCTURAL < 6" Header Curb n (All Grades to Match gi aft he (E Vatill th e I r P/ve /C See Survey) 30 Engineering -at' 6" Flush Header 1510-B Second Street South Jacksonville Beach, FL 32250 PE No. 58773 Certificate of Authoriza tion No. 26691 Cond6te Sidewalk-& Ramp & Gfpcie ELECTRICAL .......................... imits New<Pofte Cochere,,.. "Per Origin Relocate Yard Geome 01 David Hunter & Associates, Inc. 1229 Sumter Square Drive West Jacksonville, FL 32218 ............ < ............ ......... ------------ PE No. 53375 ............ ----------........... < Certificate of Authorization No. 9882 'Saw Cl olition IL 4JVi P ov r ement Area Replace Pavers Per.Original Provide Edge Restraint For LANDSCAPE B ' Stor xisting ., -avers.., < xisting Pavers to Remain < .......... Brian Burke, L A� < e 1015 Atlantic Blvd or Atlantic Beach, FL 32233 < .................... ----------- -------------------- ........... License No. LA0001260 ........................ ------------- DEMOLITION P LAN P LAN Scale: 1/8"=l ' ------------- - ------------------------------ --------------------------------------------------------------- Scale: 1/8"=1 ' PLANT SCHEDULE:Building 1000 GENERAL NOTES CITY SYM XERO NATIVE tAll phases of site work for this project shall meet or exceed City of Atlantic Beach site work PLANTS-Florida#1 or ll 'Ll specifications. Ora pe mytile X indica ulti-Trdnk,Min 3,Min2"Cal.Ew�b,14'H PREMOLDED EXP.MAT'L W/POLYURETHANE JOINT 2. The general contractor will be held solely responsible for and shall take all precautions necessary to 1/4' avoid property damage to adjacent properties during the const ruction phases of this project. SEALANT ........... Ve T- 3. All work shall be performed in a safe manner. All safety rules and guidelines of OSHA shall be followed. The 6-6 2- SIR Contractor shall be solely responsible for any injuries of his employees, and any damage to pdvate property or 0o 10-10 E.W.W.M ok\ persons during the course of this project. All costs associated with complying with OSHA regulations and the Florida J01 6'es 1\ GOO 7 Trench Safety Act must be included in the Contractors bid, 3000 PSI MIN. EXPANSION JT, CONC.WALK W/BROOM FINISH ON", 01 V- AS SHOWN ON DRAWINGS AND PATTERN PER P effiu r 26\ 4. All improvements shown are to be warranted by the Contractor to the Developer for a period of one year from date 4"CONC.WA K GOQ eti�"' of acceptance by the Owner. If the work is in the County Right-Of-Way or easement, the Contractor's one year i to City of Atlantic Beach. FINIS 3/8 H PER PLANS 1/4- R.-Tf. 5. Warranty Disclaimer The designs represented in these plans are in accordance with established practices of landscape architecture Col for the design functions. Neither the landscape architect nor its personnel can or do warrant these designs SUB-GRADE or plans as constructed except in the specific cases where the engineer inspects and controls the physical 0 N TRACTION JT, .4e o1c, construction on a contemporary basis at the site. itQH 60 6. Do not scale these drawings. Use dimensions only. It is the Contractoes General Ill Walkway Notes responsibility to verify that the entry feature dimensions shown on the engineering plan agrees with the dimensions 1.SPACING OF ALL JOINTS TO BE AS SHOWN shown on the landscape architectural plans. If any dimensions do not agree, the landscape architect, engineer and owner shall be 44 10 ON PLANS Al SPECIFICATIONS notified and the dimensions adjusted prior to commencing with construction. &0 12 15 2. EXPANSION JOINTS REQUIRED WHERE ABUTTING ALL STRUCTURES,BACK OF CURBS AND WITHIN ALL CONCRErE CU11111113 SHO -RIA VIAVK 5AWM 23 3 OON I lopographic bounda survey, includi:p propel lines, le3311 descri WALKS AT 30'OC MAX 0c. OW MM 0 MAX. �tion, existing utilities, site WA topog D L ng structure locations was 3. LAYOUT OF JOINTING IS AN INTEGRAL DESIG ra with si IN P ELEMENT AND SHALL BE LAYED PER rovid IeYOrs- B. Burke & Associates Inc. will not be held responsible for the accuracy of survey or for design errors or omissions resulting from survey inaccuracies. PLANIDIMENSIONS AS SHOWN REVISION/ISSUE DATE SIDEWALK DETAILS & NOTES 2-SR T 8. The existing utility facilities and locations shown on the drawings are taken from readily available information. A 0 LAVIIN AREA PAVEMENT The actual locations of the utility facilities may vary somewhat from the locations shown and there may be utility facilities existing that are not shown or indicated on the drawings. The site utility contractor shall contacZ LAYM TOPSOL A!k�SPECIFIED Ill SOIL AND ROUT CITY Of JACK50NVILLE .. ......... all agencies with utility facilities in the vicinity of the work and shall locate all underground facilities before 5TANDARD HEADER CURB TH CLEM& PARka To beginning work. The contractor shall protect all utility facilities and repair any damages resulting from their work. SPACING AV15AENT 4"x 8 P "'CONC.PAVERS MODULAR CONC. PAVEK5 /2 D D in conformance with the contract documents and specifications and relocate if required at no cost to the owner. MITER ALL CORNERS HAND TIGHT JOINT5,ON MULCH(3-MIN.) ROUGH 9. Contractor shall verify and protect all existing trees and natural vegetation that are to remain undisturbed. GRAM The areas indicated for construction shall be cleared and grubbed to remove all roots and miscellaneous LANDSCAPE I CLAY 5CPEENINGS vegetation except specific trees that shall be protected from damage during construction with the use of HEADER CURB 10EPTH VAFUES LEVELING BED CULTIVATED SOIL VATH PLANT PEIR SPEC1McAn0N tree barriers. Trees to be preserved are flagged, contractor shall verify before the start of construction. NOTE. I NNING COURSE UNDISTURBED SOIL ENTM PLAINTING 50 INSTALL SOD SUCH THAT Top OF 10. Contractor shall verify existing elevations at connection points prior to construction and notify 11104RIC14IRS -r* T7 TIRENCH SOL&ROOT LAIM IS LEVEL Landscape architect of any discrepancies. FY15TING COMPACTED LIME5TONE VATH TOP Of PAVEMENT EX15TING COMPACTED CVR PLANTING DETAIL SOD DETAIL 11. See geotechnical report for site preparation requirements. 9UB-GRADF 12. Contractor shall furnish shop drawings, as requested in these plans, i tu 1. All plants must be healthy, vigorous material, free of pests and disease. 2. All trees and shrubs shall be grade "Florida Fancj'. -------------------- SECTION A to landscape architect indicating materials and manner of installation for all components of the project prior to purchase of materiials and construction. P LAN 3. All plants must be balled and burlapped as indicated in the plant I Itt. 16" SV.CONC.PAVERS 5EAL GAP Elcilled an� burlaT s�appinj fte sll apy yrthetic material ?hall �p rqmoyed t prior to inal in pec. ion. re Cd e S S IOU be pulled away rom he trunK. LL FLU511 HEADER CURB 13. Contractor to coordinate all work with other utility installations not covered in these plans (Electric, Telephone, Gas, 5E�TION:b ................. ................... 4. All plants shall be triangular spaced. Cable, Etc) and allow for their operations and construction to be performed. :........... ............i MODULAR CONC. PAVER5 .......... .......... ........ ............... 5. All plants and plantinq areas must be completely mulched as specified with four (4) inches of HAND TIGHT JOINT5,ON 14. Grading contractor shall take all available precautions to control dust. Contractor shall control dust by sprinkling, or by pine straw. A mulch ring for all newly planted Trees shall be provided at least ...... five (5) feet in diameter and not closer than six (6) inches from the tree trunk. other methods as directed by engineer and/or owner's repiresentative at no addifional cost to the owner. CIREENING5 I CLAY 5 6. Thp Ian �e ci actor is responsi, ri�oqll &cln�ities showp on these plans, before .... .................... ................ ,Je for v ri�, pricing iVea he landscape archl ec sha is fi 0 any discripencies.. 15. Cut and fill slopes are not to exceed 4:1 unless otherwise noted. 7. Prior to construction, the landsc e contractor shall be responsible for locating all underground LEVELING BED F ................. lop to utilities and shall avoid damage all utilities during the course of the work. The landscape contractor is responsible for repairing any and all damage to utilities, structures, site appurtenances, 16. All underground utilities shall be installed prior to preparation of subgrade for pavement. etc., which occurs as a result of the landscape construction. MPACTED LIME5TONE .......... TtD Trees shall not be planted closer than 7.5' from the centerline of Underground utilities. 17. Any unsuitable material encountered and excess suitable fill materiial shall be removed from the site. SIDEWALK EX15TING COMPAc <\ fX15TING A5PhALT PERMIT DOCUMENTS The contractor shall be responsible for the removal of all unsuitable material and replacement with PAVIN(;J 8. All plants shall be guaranteed for 90 days from final inspection and acceptance. All trees shall structural fill. See geoltechnical report. be guaranteed and additional 180 days. SECTION B NOTE5: 9. Stanclargs W-forth Ampr�lcan Stanil for.Nurser 18. A qualified soils laboratory shall be on site during excavating to determine the suitability of the existing y Lit ty Stock" represent guideline specifications on an shal consti e minimum qualiy requiremen s for plant material. REFER TO PLN5 FOR PAVING PATTERN5 sub-grade and existing on-site material pdor to beginning any filling operation. FAVER5, PAVER5 5HALL 13E 4"-6"x 2 3/8"4 1 G"5Q 5�ELI_5TONE CONCRETF COLOR TO 5C 5ELECTED.A5 MANUFACTURED BY TREMKON(5GG)355-5900 This is to 10. The planting shall be done in accordance with acceptable horticultuil practices. u BB incl de proper plantin 19- Contractor shall repair or replace in-kind any damage that occurs as result of his work. ixipg, planted and tree pit preparation, prurung, staking or Tuying, EX15TING COMPACTED AS SHOWN 11-04-13 PROJ. NO. DWN BY SCALE DATE, g lization planting and adequate maintenance,until acceptance y the owner. -GRADE wrapping, spraying, ferti 5UB 20. All soils test reports to be submitted to,Project Manager. ONC, PAVER DETAIL NOTE: Provide Alternative,Price for 41'Conc;rete Underlay K B 11. Plant soil mixture: Add sufficient peat or recycild. compost and builders sand to natural,tfertile, friable topsoil LS-1 NTS t ical of the locality to achieve a 1:3 Soil in Tree Islands shall have at lea 12" of suitable soil or all MIXI. S r Ur tree plantings, and be void of any con' uction debris or unsuitable materials. 21. All debris resulting from all activities shall be disposed of off-site by the Contractor. All site improvements shall be layout for approval before constructing. 22. ........... . .................---------- ---------- - --------- LANDSCAPE PLAN LANDSCAPE N'QTES & DETAILS L S NOTES DETAILS -V 77 Scale: 1/8f1=1 ) s ,, I I i k r i �I I i 1 � II ; 1 ;i I" i k i I i1 ,4. 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I I 0 . .- . - v i , a I I s,.` i \ : . I /� ARCHITECT `I' I IC t ,. :� 4 4 , . 4 I I k I r I V IA Co nce is LL fr=l : f L % p ,1. I BUILDING 2000 '1807' Third Street •North ' I � I Jacksonville Beach, FL 3 2250 I I I \ M26001354 i, I I I i r 1 �. `-"m=7 I1 \ STRUCTURAL l I, I Latitude 30 En ine I I 9 9 erin �I R K 1510—B Second Street South � 11Jacksonville Beach, FL 32250 d I;' I ,iIit , i I, I BUILDING 3000 h \ PE No. 58773 Ili,CI 1 X11 �' I I Certificate of Authorization No. 26691 I I, 111 I" 1�1 f 'I a I: I'111�ij 11,il. I id d1 t II ! P6 Ld1 �.I I t {�, f ru I I I I - 1 S I 4' 9 s `I ' i 1 ;, Cll� ELECTRICAL I I � I I 6 I �� 11 ' .. I ' - - r David Hunter & Associates, Inc. 1229 Sumter S Square Driv f 1 ,,�11 - I I` e West 9 I \ Jacksonville, FL 32218 C I i I PE No. 53375 I LMCertificate of Authorization No. 9882 . I I� \C I r R) 11 i , 1 9 j I , , I . I r' L. [ {, �I GE 9 I I 11 t: d I [ I 1 I { I I \ � 'l I ? iia L. +I I \ r alb I . Iu f :1 s ;•IJ� l EI I I. 'a _� ! " Q ' t- E '1 v -j �T_ , ' I �� I I goo I y '' �C��O LANDSCAPE Vii, l 'i� ­ A s i� ,I �Q �� �° Brian Bur 1 , ,� r , c� ke, L.A. �"�QP i 11I I I I i' S ` f F i O� �/ I' 1 i 3 I ;, i ;: I L to 1015 d ' I Atlantic BI a �� a IP Atlan , FL 32233 : �, ,Ir 1 ' > ----� tic Beach i1! o }' _ License No. LA0001260 P !� r � I i h I'I _ I I 1j1i I' I ;.; I 7 1� I`. . 11 f 931I Ih 'a I I` iG I' f.. ,i I}� / \ -o N; 16' (� i1 `U* I li-; 1 , ; rl I ,� - 1. 11 ''1 I` I .: 'I I, � ' s 11 b I I, • I'I i j', #` i IES II I�i ,,'I- i' _ I I(' 7 1 I(I 4 f I 1 i ,,t d P rt 1 r IT I. >i. .. [ 3 IIr s Ilf ,t I`9 3 ,r I: 11, 41' - I I I' I a V t, it rl I ,1 x ,I. : s II �I i 11 r I a 1 i1 I' I�':'` , , III 3I is I I'1. , � � I 1. I ;.I f� R ., I 1 YI I P G \ \ \ Ii , 1s ' 41 1. l� NEW CANOPY \ \ \ \ i ,, / ' 1 I � ` \ \ \ 11 II { \ \ \ 11 I ' rllll EXI STING E NTRY I � � �I WATER EDGE (APPROX.) CANOPY \ \ I 1, I' 1 I ' \ \ BUILDING 1000 �I, . ;i 1 r; z , 11fi I I i' I 1 `,� I ', 1 a 3,- „� o- 1 }j yi kp, 'i N y Ir X31 1r ii I,# s I I I 7 k r ( I 1 I' I I I, I r I I ,l it �' I i ! I I E''' N0. REVISION ISSUE I I I I , I� �, �I I ,I I RETENTION POND / DATE ��I i, j' I I I I , I l I` I I I € ,[ I t r E ,,i 11 , - I €i ( 9 :I f `I II I I i : I � i� � 1� ' ' , 1 s �[ j , 11 . I � i 3 1PROPOSEDI .1 j I �i 0 I '. � - i : I I I +.I '. Ir 11 � I s ! . i I 'F I . I � �! 'd ,. Ir I I I � I�� i ,�, i I 1 � k ARCHITECTURALIs 'l� �: � �j ,� : I I � . — I I II 1 I . I ! iE� 7;�f i 1 11II �i I Ii 11 I :s! ` I � z�"il , 1 � ,I, i i :I ! I II i I I �j I� � ' � � : I 1SITEI I i 1, I II II i t� L I I I i� � I � I i � " ��I' i PLAN I .,II . i. I I � : I �_l� [ A it 1 �: ,' � F1 $ li, L:: �i� � . I I11 I I . I I I is I , I i i : I : I I � i I — I 1 ; I � I . I I � ; i � I ! I � I � � : 1 : �i : ' :� , I : 1I I T I I I . I . ,��' I I� : � �[ [ ! �i 11 t t � I . Z . ,, � ii ' ' i � : : i i . .I � 4 I I " � � !r . 11" , : ; 1, i � ;: i I I I � I Is, I . I I A . . r ') 'r, S1 . I : � : I! : I 1 : 1 1: I %, — 11 :r I � I I . �) �' Is .. :� � i : I � �i i r � � ' ' I I � � I f �� 3t � 1: i � t i 1 � - - : � I I . �l :� : � I I �! I : I ii J? � I ­ I . 1 ! i � ' ' � I ­ : T � 1I I � � ij 1 � l � I - �. � I ill i ,— t ! l: � �! I I � ,: I � r� ,I : Ii � I �., ll Is : I III I � : i1: i � � : l� : ' l , � I � I I r 1 I , " — :'l I II I � ': 1 1 : 1� i I I � . I I el- I I l' �' 11 11, l � !, 11 I � , � ! 'I I I I I , ill I �, : I I � � � � I I ' ' . 1), , I I I ki t I !�11, � .. _. '' I . I �_ I1 __ I I I, , , i - � I� - .I 1 ; I I I I , ,. 1, ,' '2 1 ; i�:: : :I , Il :�l I I1 ! . I . I, I I I I ��l� � iij� I i I �I . i ' 'I1'� . I , I ! tI !!� � " I � I I � � P ERi' S M I � l r1 T D 0 I C i: : ; i I I ' � � ' ' U ME N T S I 5 a I i :f �I�I I I i FLEET LANDING BLVD. EAST I�i ' L i : ii I - 1 ( I i r' i '` I 001.3081 5a C AS M SHO M WN 11 — I� 04 13 is PRO �, , lill; i i I J. N0. DWN BY SCi, ! i� � � � � \ ALE I I DATE ;i .j,ll , 1 - 5 a 1 .I _ �� N I i i .� �} , I _ ARC H ITECTU RAL S ITE P LAN A 10 0 I � � i n - I � �' '' �''_' a V/1 ;i l�� !I I ) I - I I A-100 SCALE: 1/32 = 1'-0" _�Y I : �' ' . r , I � . - � �I �" . . k II, i , 1 1i I -` j l it 4 i r `� _ - .Ci` e . �:I i � i - . , •., I „ _: li t I, � I , 4 � ,, I a � � I ,„ ;,, . � I � i 3 44 ,. I. 1 i � I F I ,' . , ,. � 9. �,.1 ., ... 4 a i _.. .. ��. t �. a I .. ::: � i 7 .. '� ff .- .. i ... .. _ > .. I i'. i i ..� 1 t ! x ..t� ,. e a II ..,. 'i T � i. � ,. � ��i.,.. 41 t � 4 I i I i � r � z LI: i � . i <' � I I ' i � � I � ', f I_ i I I r � ., � ., i �� r I ,. ', � _. � 1' r' _ � 1 i � � t, ,.� ', i I � � I, d ', u : I r: �, ;:� i i� I i i --_ __ k L , I, , , s I i' � . I1 ',Ij _ tI r }1 5 I , l II q1 Ii tf a I<<l Ii {Lf i IJ:—C, I ('i �, I r I ! ' 'I ,! A i 4 sI + l I, `I E r1 . . ,Reet Landingf1 4 II 11I� � I dl I , I �.It , I 11 1 `) 1: II �1' , 11 1 I I , i I: �' i I , Ii � y I � , i iI I IPort — Cochere 1 1 " I 11 I I ' I I I I . � 11 : I � I I it I � I I I 'j II I i I ; - I I I, 1 OF EXISTING CANOPY ENTRANCE , /i �I r I IIS I BUILDIN G1 000 1 I ' � III 1 I � - � � � _IJ . Bu � Id � I . i n , I I 1000 f 1 . I Building I I� s - 1 F' II t I , I „. 1 y11, d, I 4 ' 1 1 .I 3. �� €. 4 �I i, I '. I. I . III I i 1 I ! , CLIENT 'i �� ! I � 1 �11Fleet Landing , I I 1 Fleet La n din Blvd Landing 1 I EXISTING ENTRY LL Atlantic Beach FL 3 223 3 D-1 —,A I I I CANOPY COLUMN, TYP. f ' I , I ,, a �,.. r :,` EXTENT OF EXISTING ARCHrrEcr ,i I' 'I I , `I ( I PAVED ENTRY WALK I 11. , : ,. .. I � 1 I Ilif. I ' E VIA Concepts, LLC d � P I �I�11 rit il ; , i I I I � II i t 1807 Third Street North I f ;; —K:. :ill V ; I. :; Jacksonville Beach FL 32250 i Il ' I : i I I i , F ..I ., , :. , I L I I aA2saola 11 1 I I „ _ I II (I I I II �� �� i. BI I" I i A i I . I I 1. 9 1 p 5T RUCTURAL r 11 —3 RELOCATED EXISTING DOWNSPOUT & ` 1 I , �' + I I . 1 ( NEW DOWNSPOUT; TIE BOTH Latitude 30 Engineering II I i , I 7 4 I GUTTERS TO EXISTING YARD DRAIN. 15 i 0—B Second Street South 1 I I a d 1 � Ix4 1,; I ! i# li,r'? ' I I I A-400 I EQUAL EQUALI I I I, I , NEW COLUMN TYP. Jacksonville Beach, FL 32250 s� f I —I — — — — — � — — — — PE No. 58773 I 1 , I 1 I i"11 �i i 1 , + ((. I „ :, Certificate of Authorization No. 26691 , 1 I t d „I g lIII l f I' h+': !�, '�I�, I r' II I' i I *IE t i I 1,1 is C,' ki 1 F I � �� �I + . , � ,, I: I 4t ,, LE�~rRtcAL 11 1 I ; 1 � � �Ii � ' , I - _ _ _ �� I 9 , , I E I iI� I� rl 4 r S II dI 1 David Hunter & Associates, Inc. I a , I f 40 ., e I ' J P I ( ALIGN FACE OF NEW COLUMNS — — — — — I— — — — — _ 1229 Sumter Square Drive West i I ii �� { ryry I GENERAL NOTES: 1A, 18 WITH FACE OF I Jacksonville, FL 32218 1 I 01 I. �t 11 T, I EXISTING CANOPY COLUMNS PE No. 53375 i� I Certificate of Authortzatton No. 9882 i� III I 1 'Ill I 1. REPAIR OR REPLACE J I I 1 I ANY CONCRETE CURB, SIDEWALK, it DRIVER ASPHALT PARKING, LANDSCAPING, STRIPING, EXISTING SIDEWALK TO REMAIN I i PLANTS, AND PLANTERS/PLANTING AREA THAT ARE AFFECTED BY CONSTRUCTION 1 I CONSTRUCTION PROCESSTION OR DAMAGED DUE TO THE I "I ' yl ,5^' .I 1 I ! 2. DIIE TO THE NEW CANOPY FOUNDATION, 1 THE EXISTING :; `III ; ! I YARD DRAINS MIGHT NEED TO BE REL I ;I ' OCATED; CONTRACTOR , 1 I I I SHALL COORDINATE W/ OWNER ON THE NEW LOCATION OF I ,1 i III I I THESE DRAINS AND TIE THE EXISTING AND NEW I I I + I I� I, i L I DOWNSPOUTS TO THEM. PROVIDE MINOR ADJUSTMENTS TO I I i GRADING AS NECESSARY. 1 11 I 1 ' , I I 1• LANDSCAPE I fit,,.. " •'I- I' I 3. THE INTEGRATION OF THE NEW PORTS COCHERE 4, 11 I Brian Burke, L.A. i r Y 1 f II 4 1 I,, i STRUCTURE AND THE EXISTING SITE MUST BE COORDINATED ill I,� f 1 i 1 BEFORE CONSTRUCTION OR ANY ORDERING OF MATERIALS. 1015 Atlantic Blvd I CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS PRIOR ( I I I �� Atlantic Beach FL 32233 I� : r1 I .� TO-ANY, COMMENCEMENT OF PROJECT. 11 ' I I I I 11 ;I+ I. '' 1 I , I License No. LA0001260 I 1 � l I t. ( I 4. STAGING AND PHASING PROVISIONS FOR CONTRACTOR � � . 11 :,• }, , II 1 i ' OPERATIONS: THE CONTRACTORS HALL PRE PARE A WRrITEN I PLAN FOR THIS STAGING AND PHASING PROCEDURES IN I ' �, r � , I I �, CONFORMANCE WfIH THE CONTRACT DRAWINGS FOR ALL — — — — :, 1 I :;; K I;,h ;. I %I !!! WORK. IT SHALL BE UNDERSTOOD THAT THE OUTLINE - � 1, �11 k I.. - 1, A-400 :! ; 41 I : r. 1. I REQUIREMENTS PRESENTED ARE THE MINIMUM ! li� REQUIREMENTS. THE CONTRACTOR IS EXPECTED TO o x sI l i I, � I I I,; ," I I. ,; ! PROVIDE ADDED DETAILING AS APPROPRIATE TO FULLY I t 1 ,, ,,, I; ; : ; I II INFORM THE PROJECT MANAGER AND THE OWNER OF I (1 �' y 1 ! 1:1I I ­­­I..",�W""','11'111'."' I, I I � ­ I,:. 3 ��rl. s i,s•' Id C I IE it f 1� ' 1 �;f , I i HIS/HER lI ffI I; I� I (� � I �� i , ' . I; ' 11, �I I'I ' III �' I �I' INTENDED METHOD OF OPERATIONS AND HIS HER �' I �; ', I" I 1;.1'I ij / I �I { SCHEDULES FOR PROPOSED WORK. 1 � �i 2 THE OWNER RESERVES THE RIGHT TO MAKE CHANGES TO , I A-300 . �;: t'II 1. ! THIS PLAN TO FACILITATE CHANGES TO FACILfIY OPERATIO S N WHICH A R e IN THE BE ST INTERS ST OF FLEET d. I d I I I LANDING. I I. 1. �� ;;444� . ] ::' : i: '� "I IALL COSTS ASSOCIATED WITH PREPARING THE STORAGE AND STAGING AREA SITE SHALL BE BORNE BY THE I l I I { i 'I ; 1 - I xl ' f I I ,.11 'I I,I ( ,,I CONTRACTOR. THIS INCLUDES, BUT IS NOT LIMITED TO, I li j II CLEARING AND GRADING OF THE SITE, DESIRED ��, I I I 1 I STABILIZATION OF THE WORK YARD SURFACE, I l f CONSTRUCTION OF ANY TEMPORARY UTILITIES, ACCESS I I I I ROADS, ALL SECURITY FENCING, ETC. I 1 • f I I w I.i I II` f ,.h €` , qr" I X11' z I. k L I I, � I �I ' .I` 'i �r°�k1S I IfI i it I.) , (,_ — RE Ir - I{ 11 h I,1 ; sI I,+�,° I k'1V1 I MOVE EXISTING LIGHT ' I p 1 POLE do CAP POWER I NO. REVISION/ISSUE DATE � I �I I , ,I SOURCE. COORDINATE WITH % It I OWNER ON RETAINING POLE III 11 I `I 13 j FOR FUTURE USE. : 11 I l kE ;I. 6 °,� 1 1 _ II, t ,' s ,tV I I 6`]1 , d' I i IIt II 7 d 1 I (: � ' 11 'I i I I t' I t ' ' li I ' i I I I t P R O P O S E Dil j'I dI — — d I 1 , I I I 'I ,, I I li , t , :, I 1 — — �p �� ,' 1� I I , , . i I BOOR 1: 1 11I I P I 1 1 :: !II I i � t � � tJ � I I I I i � : � � I � I I � 1 ' '[ � � I i% I LAN "I 1 � :t � i I ,' � ! i - I :I I t. I 1 '..� I � .- - — — t ; ;iI , � t Z — I I I I I I � I I I L� I I . � I,� 11 �_i' I � 11rI f LI � � I I � t iI I : �' : ; i � � I - � � ,I1 � � � T ,I �.III, d1i, I I I I �'� I I �'! '� I 1: �i � i : 4 DOWNSPOUT, 1, I I 1 I . 1 i I TYPICAL 'i Is, I. ILEI. 'i. I — — 1 — s p ;1 L4 ,. I -1 d � 1 i t d I , I I 1 I I' , ., I I C:I I II� I 1 A-300 1 I I 11 -. : ', I d ,I I II 'I II € I 1 I I I I 1,, PERMIT DOCUMENTS I II I I I i I s I I i I II t I 001308 — I 15a AS S CMM HOWN 1 1 04— I 3 I 1,. d _ 1 I PROJ. NO. DWN BY SCALE/ DAT 1 1 I > � _ i , I ' ' I 1 , �.1 ' : i i , . i - i 1 1 I � I I , PROPOSED FLOOR PLAN A- 200 �, , j_1Z I I I. )Li .,J i I __� "'_� __/' ___� I ZZ �L - I I "r : . IA-200 SCALE: 1/4" = 1'-0" ,I �II [� ' : - I ; . "< Ij I III I . I i:1 � , 1; :� I : '! � ! I I - I �it ii , � � I iI I �' � i � I I ,� I i I � I i i. -1 I �I , , I� 1 I ��_ I- I �­ �� I � I I 1: I ii; 1 � !, I � , � 1 1 � I . I � 1; i - � 11, I i I I : I �! � I I I _L _ ' � � I � I �I: i ! :1 t'i ' ", " : I � iI : 'I I' I I I I L I I �� ___ I . I � . . i11– � II � 1 I � I , 11I I t . I I L 'I 4 �" I � - i I I, i ' !� ' � 1I I i ! I i , � 1/1-_ . �I I I I i �:. w . L'�'L 1, I - - - --- Fleet*,' 'Landinq Port Cochere ti!: Ti h Buil&ng 1000 CONCRETE TILE SHINGLE NOTES: J, 1/2 units CLIENT Concrete tile requires a roof deck that is sloped at a ratio of 2 of rise over 12 units of horizontal movement, or 2.5:12. Slopes from this ture up to 4:12 require double underla ment or lining for maximum mois y Fleet Landing lik -sticking bituminous membrane). Such underlayment must protection (a self start with a 19-inch strip fastened sufficiently at the eave and continue 1 Fleet Landing Blvd @ with 36-inch- wide strips overlapped at 19-inch intervals. In addition, Atlantic Beach, FL 32233 -slope roof be installed many tile manufacturers require that files on a low using a method that minimizes the number of fasteners that penetrate the membrane, contractor shall refer to manufacturer's recommendations. Only 4:12 or greater, applied one layer of underlayment is needed for slope of F ARCHITECT -style overlapping fashion starting at the the concre te tile in a shingle eaves and lopping every 2 inches. In areas with high winds, underlayment VIA Concepts, LLC requires corrosion-resistant fasteners applied according to manufacturer's instructions. 1807 Third Street North FACE OF EXISTING Jacksonville Beach, FL 32250 Fasteners for concrete tile must be corro Sion resistant and measure over F BUILDING AA26001354 must penetrate the roof 11-gauge, with at least a 0.31-inch head. They L L _J gh the enfire deck thickness, deck a minimum of 0.75 inch or throu Attachment wire must be at least 0.083 inch. whichever is smaller. �1_1................... _3 Perimeter fastening areas must include three tile courses that are within 36 EXIS11NG CANOPY MUCTLIRAL nd edges of the ROOF BELOW inches from either side of the hips, or from the ridges a EXISTING CANOPY LIGHTS eaves. BELOW Latitude 30 Engineering 1510—B Second Street South here different roof surfaces join, flashing and counter-f lashing are W required to protect the roof deck from moisture penetration. If they are Jacksonville Beach, FL 32250 made of metal, they must be at least 0.019 inch thick and corrosion EXISTING ENTRY CANOPY PE No. 58773 it Certificate of Authorization No. 26691 r sistant. Flashing at valleys must extend at least 11 inches on either side ETR CEILING BELOW e 1 of the center line and have an integrated splash diverter rib that is at least an inch high. B� A B A David Hunter & Associates, Inc. NEW LOCATION OF DOWNSPOUT 1229 Sumter Square Drive West Jacksonville, FL 32218 NEW METAL GUTTER & P 0. 'Certificate of Au orization No. 9882 DOWNSPOUT SYSTEM, TYPICAL COLOR & PROFILE TO BE ............ ....... ........ ..................... ........... SELECTED BY OWNER. ............. ......................... . ..... V 7777 0 . . .... ................ .......... ........... ...... ..... ...................... .................. F— ..... ...... t....... ... 7- ........... �7/7 LIGHTING REFLECTED CEILING PLAN LEGOD: 1 77,' 7�'/�7: ........................ r ...... EXTERIOR TONGUE & /777 -777 ..... ....... .......... . .... ..... REMOVE EXISTING CANOPY GROOVE CEILING .. ......... ..... DOWNSPOUT AND RELOCATE 7t 7t� ...... ...... TO ADJACENT SIDE OF ............ h �jj... CL ................. .......... 0 COLUMN AS SHOWN. TIE BACK LANDSCAPE 0." : . . : I EDGE OF EXISTING ...... ...... TO YARD DRAIN (TYP.) 00 BUILDING CANOPY'� C4 Brian Burke, L.A. F-_ .......... NEW PLYWOOD SOFFIT & TRIM SYSTEM FOR ............ PROVIDE NEW GUTTER AT FRONT 1015 Atlantic Blvd 11 7Q EXTERIOR APPLICATION Atlantic Beach, FL 32233 EDGE OF EXISTING CANOPY AND 5, .......... TO EXISTING GUTTER W/ License No. LA0001260 PROPER SLOPE TO EXISTING SCONCE ........... ........................................ ............... ....... ..... EXTERIOR WALL . .............................................................................................................................. ................. NEW GUTTER SHALL MATCH ............ ............... ........................ ..................... ..... ...... ........... ............... COLOR & PROFILE OF EXISTING LIGHT VALANCE AT CAN LIGHT ...... .................... ................... �i J .......... ... .................... ........... ........................ .......................... PERIMETER, TYPICAL . ....................- .................. . ........................... .......... ............. . .................. HT . ...... ... . ..... RECESSED LIG 0 ............... ..............­­­.............. ............... ....... ........ ..... ............... ...... .... ... ... . .............. ......................... ...................... ... ..... ...... ........... EXISTING TO REMAIN ............................... ETR V ................ ...........-................................................................................... . ... . .... .. ...... ................ ....................... .................. .................................................. CAN LIGHT, TYPICAL ..... ...... ....................................................................... ................................................. DIRECT INDIRECT ............... HT ............4N.CLG ...... ..... .... ...... ... LIGHTING I . .... � "I, — , .. , : ....................................... .............. 15'-7" ..... ...... ...... .............. ................... ........... ... .... .... ... . ... ............ .......................... ........................................................ ..................... ..... ..... ................ ................... ...... ..... ENT ................................................................................................... ..................... ................................. ...................... ........................... 4' FLUORESC ............ ............ ......... ........................ LIGHT FIXTURE . ..................... ................. ............................ .................... .............................. ................. ...... ..... .... . ..... ....................0 ................... PLYWOOD PANEL SEAMS, .. . ..................................................................... ............. SWITCH .. ............ ..................... .............................. .......... ............. 0 5:12 SLOPE I 5:12 ro SLOPETO ..................... ............. ................................................. .............................................................. ........................... ......... ........ MATCH EXISTING TYP. MATCH EXISTING SUPPLY DIFFUSER - .......... ............... .................. ............................................................. SEE MECHANICAL ................. .............. RETURNDIFFUSER . ......................................................................................... ............... ................. .......... ................. ........... ...... ..... NEW TRIM AT EDGE OF ....... ....... SEE MECHANICAL ............... ............ ................. ....................................... ........... ...... ....... ......................... ..................................................... ....... .... ..... ...... ........................................... ................ ........................................................ T ..... ....... ....... ...... ........... ........... .............. ............. ................................................................ ........... ................... z- ...............--11................ ..... ...... ASPHALT SHINGLES ON CUPOLA; ........... ............ ................... ............................................ .......... EXTERIOR WALL WASHER ................... ..... ..... ............. . ........... ................................................. ............... ......... ..... ..... COLOR TO BE SELECTED BY ... ....... ..... ..... ..... .... 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I - r , "i., I I4 II � Ii ` � I� I II I , d I:., I .:I: - _ � � I� I 1 � , € I � � qI i �, 11 `- 'I 'itw 1 I o I I `.; �, � . l I it II , ,1 l 12 {{ ii . _ Is I 1, 1 5 I 1 FIBERGLASS SHINGLES ON ICE & I I I WATER SHIELD, COLOR TO BE Fleet Land i n a � I. - I I �__, � I ; � � "I 11� �, :� : I � � 1 � i I 111 SELECTED BY OWNER J �, I3jj I, R I ill� I Port — Coch � re I , � I � - 1, I I - I { x 11 Ii I �, 1� : ;� I 1' ` „, I ''., . .. .. ' d I14 1 : � � . � I -I l , I I ��! I 7L : 1 1 : t: J 1 ;,� . . , i I 11 1 � : .. ..1 . I ) II I — L � ,ji 1: II 11 I t�­'L,� I�111.1 I ` 11 , i II j ; MT. DRIP EDGE OVER 2x4 FASCIA I 1 /� :. . .. �7 I : � . . � 5 I rE E , .0 1/2' PLYWOOD SOFFfr, PAINTED �: i ,t . d .1 sm '; i r : Bu � ld � n 1000 1 i � , g . I —. \;€ LOWERS UVERS I1 ( <, ; Ir 1 �l I I I , `� 1 1 PT NOM. 2x2 WD TRIM, PLANTED I I I 1 i. i1 j i i fI 11 I CLIENT 1 { �. • f 1 2 PT PLYWOOD, P / PAINTED : I ,f 11 lI III 1, i I �I I I I I - :;i ,- , h� 1,it11 E ti ��,I � . I � i � , � I j I!: k P i l ti IIS. - } I dl t , �4aIF' �: f fi i �� 3� I k., 1, 'fl k rtl �,}-i '> E, 444 1 11.11 4 I 'I �� >-. - i $ • 7 �� 1'r t I I i 1 , �Ieet Landon � I + i s; ;: r t' �) , I i [ C I , I I g 1;i ;I ��; 1 , , ,� 1 i � � i� �] `��1 + I � � I� i�, 1 I � i I 1 � I I . I i �, � ! 2 I I1 i II Port Cochere � I � i1 . ; e � 1 I 1 i ,� { i I : ! I I - ;I i � : . : I BUILDING 1000 )1,'1I i , 1 11 f11" l � , :, il F E 4 • 1 V ..7 r 1 — i, y., , 10 Ir +. is i Y Bulldln 1000 �I` a11: I I , i . - \iriyriiy�iia raairiaaiiir airs / aaai riaiaa/iii/iaiaaiaaaaaiaaii, /iaaaiiaii� I� i I I �. ,, 1 N P' , .. i, I / .. I�•• II I I k 1 , I <, I , / CLIENT i 1 - L/k / --- T I , , I j / =:�5 i � 1! � L I � '�` Fleet Landing III I ��� 1 Fleet Landing Blvd I 1 i 11 �`' - I / Atlantic Beach, FL 322 �3 1 11 / I i. ' I j / 'II I ry n .a d � / 1 i f. IF ( .. .I r I I G t I 1 % ARCHITECT I ,I � I + g I / % 1 E I I i ( / / VIA Concepts,ts, LLC I , e I i; y/ia% imam/ p , i h ; I l i 1 I g q 1807 Third Street North I 13111 'I' I !' 'I� I Jacksonville Beach, FL 32250 I h i , E € I �+' I I� � �- �� AA26001354 24 6 E I . 1,I € . 2-10.. 20'-6" 2'-0" 1 ti Ili I .I 1 1 NEW 7'-0"X 7'-0 X V-0" ll� STRUCTURAi le L ti ti i I I 111 1 I 1 -0 1'-0" II 'r ,1 1 �I I DEEP CONCRETE i Latitude 30 Engineering ( �"'rI ;k1 i;, i. - I MAT FOUNDATION ' I ,, 4+, ,�.. 'h I I i KEYN TE I. -r4 1 (SEE O 4) _ I I I �� _ 1510 B Second Street Scuth L f T _.. _ —r �' Jacksonville Beach, FL 32250 I , E r_ I I ifl 9 1. -' 1 - PE No. 58773 3 I �- , NOTES - E GENERAL PLAN ri'c f• O S Ce t fE at of Au h ri a i n c V e t o z t o No. 26691 Ii I I ;, � L =1 I iE I _ E I ,� �!!! �' , : I j 3 1 ! - I , II % � I �I 1 1lk 1 iBO li i THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS NOTED AND ILLUSTRATED ON THE _ D[ ] .11 11S 200 - El o ,_ h 1-,, ,liI , I, E ,;,,fi I I ;, . , I CONSTRUCTION DOCUMENTS PRIOR TO FABRICATION AND CONSTRUCTION.ANY DEVIATIONS - D — T — 6 — — -- -- — —D D -- -- - — — - 1 ELECTRICAL Ir II .I7 r ' r 1 li 1 . A DISCOVERED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER I p�p ;� ��� I `" I— �I ; 1 i';� i I '�ij�; i ' ` FOR REVIEW. N I I David Hunter & Associates Inc. I NEW 2'-0"X 2'-0 ' ,I ., � ' I I L 3 _ -i 1229 Sumter S uare Drive West I. , THE CONTRACTOR SHALL PROTECT AND/OR RELOCATE ALL EXISTING UTILITIES, CONDUITS, CMU COLUMN I _ ]� —�` I q 1 ` ; ' I ' IIII l, B ELECTRICAL LINES,AND STORMWATER PIPES PRIOR TO EXCAVATION AND COMPACTION (SEE KEYNOTE 1) C° / Jacksonville, FL 32218 111 ' OPERATIONS. L_ _ _ I; 1 I # 1 I 1 _ �,� PE No. 53375 1 1� I I , - --- - -- ----- T Certificate of Authorization No. 9882. I 1 I 1 I C CONTRACTOR SHALL NOT DISTURB BEARING SOILS BELOW EXISTING BUILDING OR CANOPY ` . 1 I 3'-6" 3'-6" _ I I I I. , C FOUNDATIONS. THE CONTRACTOR SHALL CONTACT A GEOTECHNICAL ENGINEER IF SOIL EXISTING ENTRANCE 4 / � III liiE I' r I 1 1 STABILIZATION IS NECESSARY OR IF UNSUITABLE BEARING SOILS ARE ENCOUNTERED DURING 7�1p" 1\ CANOPY COLUMN I � { a FOOTING EXCAVATION. _ AND FOOTING ��� I a"I 11 l 1 1' I ' (SEE KEYNOTE 3) 1 , ii I I " I _ �'' !' I COORDINATE LOCATIONS AND ELEVATIONS OF NEW PORTE-COCHERE CMU COLUMNS AND I I,I ' { ` I'I" �' f CONCRETE FOUNDATIONS WITH THE ARCHITECTURAL DRAWINGS AND EXISTING SITE I i 71 t`1 S , E ! l} i i 4, �ilII' E. p'` ,'' ,ill I CONDITIONS.VERIFY THE CLEARANCE ABOVE THE HIGH POINT OF THE PAVING TO THE BOTTOM1. r I E t 1°I z' t t ;I , III I,i` � I1: D OF THE ROOF STRUCTURE IS ADEQUATE FOR ALL DELIVERY AND EMERGENCY VEHICLES. I` I " " ° I I �"` CLEARANCE HEIGHT VERIFICATION SHOULD ANTICIPATE BEAM DEFLECTION AND FUTURE PAVING �� I I j� I j� , ,,I I , ". , " OVERLAYS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF ANY - 1 9 1 11 I ',;:I € I ;:I 1 DISCREPANCIES PRIOR TO COMMENCING WITH FABRICATION AND CONSTRUCTION. I I 'I it C I 1 LANDSCAPE (� i � I r �I 3 - ---- oj;t- S �i t gg I 1 I i , Brian Burke L.A. i ,i �II I { i i ,i, i' - Y I: / I ill II " r' I _ I 1015 Atlantic Blvd I , :li I .1 Atlantic Beach, FL 32.233 ,,' 'li III 1 I # License No. LA0001260 I E 11 , 11 t! ,f KEYNOTESI I' ll O 1 I I ' ,111 �z- "'r� . r . II , 1 'I: 1 NEW 2'-0"X 2'-0"CMU COLUMN REINFORCED WITH#5 VERTICAL BAR CENTERED IN EACH CELL(8 �I dl, 1. 11 [ r q `, I „ '., ,d. �— a ,. I, I I, I . : , TOTAL)AND#3 TIES AT 1 4 ON CENTER. INTERLOCK CMU BLOCK AT CORNERS. REMOVE 1 .I ,: 1+@ In ,,� ,� v;.el;r�1' ".I ei1j, I:y .,'is' I, 1' ri ( - I, -,1 ,E1 ' -�:E ;I PORTIONS OF INTERIOR FACESHELL STAGGERED AT EVERY COURSE)AND . — I �13, �' ?.r g, s I f E; 1 ." .SEI 1 , ,1: I ,1 'd,1�. r ii a.1'+l.i .d.,, l :. _, I I E�, 1' , , ; .+ . I ; 1.,. i. I, M ���: °+ CONCURRENTLY FILL COLUMN CAVITY AND ALL CMU CELLS SOLID WITH 3000 PSI CONCRETE " o 0 I 11,1;1 II,, {I,,t li �t i'1, -'I EI ,i �. d,I :`I li ,, ". _ _ `'.�. E I`'Ilii r„ i1"., ;I,I I,i" 1 GROUT. COORDINATE TOP OF CONCRETE OVER POUR 4" MAX)ABOVE CMU WITH STEEL BEAM I 11 �.' l I , I t I - ( I" [, ( cn I I�+ I ` , a , " BEARING ELEVATION. II t I � " — — .-- __ I 1 I 1 I'41 i;° '1 "I' NEW 6'-0"X 6'-0"X V-4" DEEP CONCRETE MAT FOUNDATION CENTERED BELOW CMU COLUMN. 1. + j` ! I. 'i I REINFORCE FOOTING WITH (7)#5 REBAR EACH WAY,TOP AND BOTTOM.COORDINATE TOP OF I 2 1 ED FINI H , 41 I N AND PROPOS S GRADE. TOP F E NDITIO S O XI TING SIT CO FOOTING ELEVATION WITH E S '1,1� i FOOTING SHALL BE BETWEEN 8 AND V-0" BELOW GRADE. 1i' 1. " I j pl,° - — - "'; ;I I I EXISTING 4'-0"X 4'-0"X V-0" DEEP CONCRETE MAT FOUNDATION CENTERED BELOW EXISTING I I' ' ( 3 CANOPY COLUMN. NOTIFY ENGINEER IF TOP OF EXISTING FOOTING IS LESS THAN 8 INCHES BELOW GRADE. 3. , . I 11 II — -- —-- ---- I ) " _ _ _ BEL W L N AND FOUNDATION OFFSET O CMU COLUMN ATF UND O DEEP CONCRETE M O NEW 7 0 X 7 0"X 1' 0 D CO C 111 11 11 I I PLACED AGAINST EXISTING CANOPY COLUMN FOUNDATION AS SHOWN. TOP OF NEW FOOTING —_� I 1 G. REINFORCE NEW FOOTING WITH 8 # 5 l O I TING FOOTIN ELEVATION SHALL MATCH T P OF EX S ( > I I 11 II I'I I, I I 4 REBAR EACH WAY,TOP AND BOTTOM. AT INTERFACE OF NEW AND EXISTING FOUNDATIONS, 1. i I ;� , I 1; C , i'. ;i I I I 1 ANCHOR REINFORCEMENT INTO HOLES DRILLED 6 INCHES INTO EXISTING CONCRETE FOOTING1. I� 1 1 11 ' . &• J ' I WITH HILTI HY-150 MAX ADHESIVE SYSTEM OR APPROVED EQUIVALENT. I' �IlpI I I I I 1111 L I� i i + I -- Iff I ] 1= I 1 'lI• I { ISI i-, i .E I +r..1 �" a1 lil ` I 1 ! I i 'I II'I I: I : I I ,°I' I ) I ' I I i `I I I j I �'I 1 I1, � I ,I : jr 1 'I I y' P �'I I I I N0. REVISION ISSUE DATE 11 1 I 2 I' I�� I . 1 � \11 I � I -- I ; S-200 1 I I - aoo I I aao � - 1 I _ _ - _ - _ ___ _ _ _o FOUNDATION100 & 00 , 2 I ,�1 � , © o I II I N I O t t � I' 1' i o�0 000 I I i` 1 I �� I I I: ' ! � I i : � I - I o:. ��OOR PIAN l I I I � I � �[ :l —,, 111 �! II i � fI I I II II : 1 - - -� �V - - - - - �J 1 I `;� ; , I 1, I '11" , ,� I � ; I I - ; � li i I : 11 I 1 :� —I 1i Ili 41� � II I I NEW 6'-0"X 6'-0 X V-4" � I , I� I I I I ( DEEP CONCRETE �I 1 f is r I I` q °II 1 ;' ,�' 1 I MAT FOUNDATION I 'k i i9 I I a , 6 (SEE KEYNOTE 2) �, ! I � 1 :! 1 it 11 ¢ , € �' I I Ii:l II X111 1 ; iI ' '' I j I z I � I ,I f - I p1 I i I E t i � � M { 9 Z# .I i , IllIIE � i I I 1 1 i. "III I p, , I'` ,i, k I I 1 j E 1',a I I �I , i it f �.1 PERMIT DOCUMENTS , 1 I11 a FOUNDATION AND FLOOR PLAN Ii S-100 SCALE: 1/4 1-0 - - �'I,� ' II I fi�1 i 00130815a BRS AS SHOWN 1 i—04-13 i 11 'I' �ll I „ PROJ. NO. DWN BY SCALE DATE I 1 h1 1 I : '��" �% , , •4 : �\ 1 ,o�, i •g e P' . iI, �— V S- 100 . tI � l � , I ; \�!��/ ,, . I i , >`„�� r ,a ..� �0 I :i SI 1 ,�, . . II I II I - - --- -- - - — -- ,r 9i, , 'G . ;'n , 1 p11, - II I ;t �.I I ( - - 1 1 E 'I I I' I i �1 ,� III ` 4i 1 I I h i1 I �. �I )' �� i I a — I 1 I i;> ' : { i r �. 'iii I. i I iTi 11 � I �;'� : : , , 1 , E,i : �,� t I ��, �_ I e IlFleet Landing i 'I l ,�� i: _ . I � II : I I I ��;i : i I i�_l � 1 ; fl] ; : I , ; � ! � 7� Iil� 1�,� -i I'. i � � I: I I �i �: . III— I1 I I I I I : I I I , Ii I � I It 1 �� ,n . 1 : I I � I I � � I I I I , I I I � 11 � I I ', I'll I I : " il � IIt Ii I 11 I ,\ I k �. I i " I. � 11 I 1 ; I � it �� � ! : ! ; I � I I � . 11ii It I :, ' ' : � I I � I I " I . , I , I I I � : I I I I I I l � II �� P � �� : II I I I I � � �, I .I : � ; I . Port Cochere 111 : � pj !g t 11 I i! F '' JI II'll I II I BUILDING 1000 , � I P ��' � !��:l,c�,l 11 �1 1 ,I11 11 ( i, ':! 3 1 Id 1000 �� � - �� =B u n g a � � � ...,. �, : �.� I. i,` SIIit: kit 1, I 1I Ili , 1, , i I I ,� I I. 'I I1 {' III it 4 i �' I 1 // / - CLIENT ,I I , � ; ( lull ( -- .Fleet Landin I / 9 .I I � � 1 L I � i ; 1 Fleet Landing Blvd li L -1 I i '7 i L I r Atlantic Beach, FL 32233 I . 111 I ,,• A - ,/ - - r .,@ . i I I I , % ARCHITECT I - t I r. . I @ % EXISTING ENTRANCE i i CANOPY ROOF BELOW VIA Concepts, LLC I / // � 7 . , p , I 1 ' / Z // //// " P ; c iI. � I I {{ 1807 Third Street Nortel + I I f j Jacksonville Bea 5h, FL 32250 1. , I; 4I 1 �) I I EI B A I = 1 i ' Ik : .. :. � I , t ] I I I7 I STRUCTURAL I I �� j` a Latitude 30 Engineering I �'' . I I ,, I 1510-B Second Street South P :I .p !. f It g r i I it /,\\ Jacksonville Beach, FL 32250 I IIP I' ` i 1 i �' I.I i I i PE No. 58773 s 'I ,I 1 GENERAL PLAN NOTES Il 1P11 1 I 1 �i l ' 1 1: 1 Certificate of Authorization No. 26691 X11 ( I t } I 9V I { / \ i 1! I11 �I I�; g i 1 i' l i i f THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS NOTED AND ILLUSTRATED ON THE --, // r-- 16X26 TEFL EAM ii, I ­ ,_ 11 ,1 It ;: " ' l ;1� , •,, '�� ( CONSTRUCTION DOCUMENTS PRIOR TO FABRICATION,AND CONSTRUCTION.ANY DEVIATIONS I — — — — — — — —r I 1 ELECTRICAL I ' ry11 ( 1' I ''' A DISCOVERED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER I // \ I OO — — — @ I ,... t f I L J r , � I F R REVIEW. I O �Davld Hunter & Associates Inc. 11 I I / I — — -- -- -- - � 1229 Sumter S uare ri W COORDINATE PREFABRICATED WOOD ROOF TRUSS BEARING HEIGHT, BEARING ELEVATION TOP D e est C 00 00 G G G q � I I � I � � YWO DEC NG � 1 B CHORD SLOPE BOTTOM CHORD PROFILE FASCIA AND SOFFIT CONFIGURATION WITH THE Jacksonville FL 3221 H i ' �� Ia II , I 1 I SEEK YNOT 1 t: JriARCHITECT AND EXISTING CONDITIONS. ) PE No. 53375 I' +Ir 1 J { I I _ I I Certificate of Authorization No. 9882 t 1 I t'Ii1, 1 L. i "(j it , i .l; ',- l;I, II PROVIDE 2X4 MINIMUM WOOD BLOCKING BETWEEN ROOF TRUSS TOP CHORDS ALONG ALL RIDGE, s, ` X11 1 i, _" ; `' HIP,AND VALLEY LINES. FASTEN SHEATHING TO BLOCKING WITH 10d RING SHANK NAILS AT 4"ON - \I� �� �1 �� � , 1� 1: 1 SII' l .1 I'1 I ' I C CENTER. SEE GENERAL STRUCTURAL NOTES ON SHEET S-500 FOR ADDITIONAL TEMPORARY AND GIRDER TRUSS I I V i , I` �� �! PERMANENT TRUSS BRACING REQUIREMENTS. tiGo ��Q ( I 1 r �; 1 1 t I j ATTACH PREFABRICATED WOOD ROOF TRUSSES AT ALL BOTTOM BEARING SUPPORTS WITH (2)8d I j`" 1' I' TOE NAILS EACH SIDE AND THE FOLLOWING SIMPSON UPLIFT CONNECTORS)PER THE UPLIFTZ I I I O G I I rI f REACTIONS INDICATED ON THE SIGNED AND SEALED TRUSS SH P DRAWINGS.S. I I,I I I PREFABRICATED WOOD I I I I , UPLIFT REACTION LESS THAN 400 LBS: (1)H311 1,11 I Ihfill ` I ; '° .;' I I j D UPLIFT REACTION BETWEEN 400 LBS AND 800 LBS: (2) H3 \/ I I I ROOF TRUSSES AT 2'-0" I I 1 UPLIFT REACTION BETWEEN 800 LBS AND 1,600 LBS: (4)H3 ON CENTER MAXIMUM _`lllllllllllllll ' ll, I j I I UPLIFT REACTION GREATER THAN 1,600 LBS: CONTACT ENGINEER I ..- 11 , .I: 11; i i ' 1 ,. I IF MULTIPLE H3 CONNECTORS ARE REQUIRED AT A TRUSS BEARING LOCATION, CONFIGURE - I ( __7LANDSCAPE I l' I CONNECTORS TO PREVENT FASTENERS INTO TRUSS FROM OVERLAPPING. 11I, i I - ------- --- — -- ---- - L.A. ..0 11� il I I Brian Burke, 's; I ;, .I>I a ALL TRUSS-TO-TRUSS CONNECTIONS SHALL BE SPECIFIED ON THE SIGNED AND SEALED TRUSS 4 0 PROVIDE PREFABRICATEDI it 1 I E jl. I SHOP DRAWINGS PREPARED BY THE DELEGATED TRUSS DESIGN ENGINEER. 6 1 II ->• --- - - -- -- -- - I I WOOD ROOF TRUSS EACH 1015 Atlantic Blvd I' t 1 I I, - `~_,, SIDE OF 4X4 CUPOLA POSTS Atlantic Beach, FL 32233 'I I li 1 i I I '` ALL WOOD IN CONTACT WITH SOIL, CONCRETE, MASONRY, OR EXPOSED TO WEATHER SHALL BE - -_ - PREFABRICATED WOOD t ° I I F I I- ROOF TRUSSES AT2'-0" - License No. LAo0ot26o PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARDS. Q I _-- ON CENTER MAXIMUM i I , G ALL METAL FASTENERS, CONNECTORS,AND ANCHORS SHALL BE STAINLESS STEEL OR HOT-DIP I I fl, IQ aU' 5 w I GALVANIZED. I I w I i ,' I I 2 2, I WEIGHT OF CONCRETE TILE ROOFING SYSTEM SHALL NOT EXCEED 10 PSF'_UNLESS APPROVED S-2001 I w w � w ,�, , ,I I 1 H w o Q S-20 I I i�iIr i f { I , I SIt I BY THE ARCHITECT AND ENGINEER. I I I I ,I, I IIlE;911 L � 1II I Ilit ,. w °' C� 11 I I s i, ill I E ;��_' L ! " ' PRESSURE TREATED 2X6 O Y w �. I 'I ' I:11t (ii'iI ;I ',? ' iso ;i' '` ,l }' I I I I CONTINUOUS FASCIA BOARD I. @ `�{ f� r a 9t I, I 4 i I 'i �� ,k I�,'' ' I ,�1 2 (SEE KEYNOTE 4) 3 I -� I I` I �; , I II a It i I a I I PRESSURE TREATED w j ;�r 2 I I11� -- O2X4 HEADER BELOW L ` KE I NO'�'E�7 (SEE KEYNOTE 7) �i v { I # -- w PRESSURE TREATED 2X10 ° �1 o CONTINUOUS FASCIA BOARD 6 11 I3 - SEE KEYNOTE( 11 3/4 APA RATED EXPOSURE 1, 48/24 SPAN RATING, PLYWOOD ROOF SHEATHING.ATTACH ROOF TYPICAL AT ALLli a T_ li i 'I SHEATHING WITH 10d RING SHANK NAILS AT 4"ON CENTER AT ALL SUPPORTED EDGES AND ROOF CORNERS 1 BLOCKING,AND AT 6"ON CENTER AT ALL INTERMEDIATE SUPPORTS. ROOF SHEATHING JOINTS , :' - - ( . 1 L BE TAGGERED AND LOCATED ONLY AT SUPPORTS WHERE THE JOINTS ARE PARALLEL TO1. SHAL S 1 . .:I I I 1 I , °, i. , `II ; I THE ROOF FRAMING. -- p i =1' `� I „i 1/2"APA RATED EXPOSURE 1, 32/16 SPAN RATING, PLYWOOD ROOF SHEATHING.ATTACH ROOF CUPOLA ROOF — SHEATHING WITH 8d RING SHANK NAILS AT 4"ON CENTER AT ALL SUPPORTED EDGES AND ,A I 111j>j 2 BLOCKING,AND AT 6" ON CENTER AT ALL INTERMEDIATE SUPPORTS. ROOF SHEATHING JOINTS A FRAM�N G P LAN I I 'I' SHALL BE STAGGERED AND LOCATED ONLY AT SUPPORTS WHERE THE JOINTS ARE PARALLEL TO S-101 1 �' 8 ,� L THE ROOF FRAMING. 0 SCALE: 1/4"= 1'-0" I IN1 I ' i; iI l .,I;II ,I I' PROVIDE CONTINUOUS PIECE OF PRESSURE TREATED FASCIA BOARD 8'-0" MINIMUM FROM EACH I .�� io11 11 I 'I llj ? , . , �I 1 3 CORNER. USE SINGLE CONTINUOUS PIECE AT EACH EDGE OF CUPOLA ROOF.ATTACH FASCIA GIRDER TRUSS ,STEEL BEAM BEARING 1. l � � ( � 7 ' I i �1 BOARD TO END OF EACH ROOF TRUSS WITH (2)#10X4"STAINLESS STEEL SCREWS. ELEVATION +13'-9" � ` ` ;I v t NO. REVISION ISSUE DATE ' 4 ATTACH FASCIA BOARD TO END OF EACH ROOF TRUSS WITH (2)#10X4"STAINLESS STEEL WOOD REVISION/ ISSUE . F . . . L I r i PRESSURE TREATED 4X4 WOOD CUPOLA POST (8 TOTAL). CUPOLA POST SHALL EXTEND I 'CMU COLUMN WITH CONCRETE �:> I � ,I F TR TO BOTTOM OF CUPOLA HEADER. FAST r. S-200 OVER POUR CAP BELOW . ", �� � . 1, BOTTOM MCH RD OF ROOF USS EN I CONTINUOUS FROM O O O I I 5 11, TOP AND BOTTOM CHORDS OF TRUSS TO EACH SIDE OF CUPOLA POST WITH (4)#10X3 SCREWS. r 16X26 T M I I , '. I �. ROOF FRAMING I 1 , ,�, — — I ' — .— — — T- -_ _ I 1 � 1 ' ' 1 t PRESSURE TREATED 2X4 BLOCKING BETWEEN DOUBLE ROOF TRUSSES AT 1'-4"ON CENTER. I I ' O I I I I ' ' 11 , ! , ' I FASTEN TOP CHORD OF TRUSS TO EACH END OF BLOCKING WITH (2)10d END NAILS. FASTEN ..J I,I I L__ t 1; i' ► '' I I 1 : 6 CUPOLA WALL SILL PLATE THROUGH ROOF SHEATHING TO TOP OF BLOCKING WITH (2)#10X4" I I I PLAN I 11 I I I; '' I I I I SCREWS. II I r ,1 ' I -- — it 1 :1 l ii : I I n I I I E B C ED T I 2 PLYWOOD FILLER PLAT SHALL E ATTA H O I PRE RE TREATED 2 2X4 HEADER WITH 1/ SSU 1 1 I O 0 E O INTERIOR WOOD CUPOLA POSTS WITH SIMPSON AC4 MAX POST CAP. PROVIDE 45 i I ;I { ` THE TOP F NTERI R U 1 ( ) I 7 MITER JOINT AT INTERSECTION OF HEADERS ABOVE CORNER POSTS.FASTEN EACH HEADER TO PREMANUFACTURED 3 ' i f 11 � I .1 - TY CORNER POST WITH SIMPSON LCE4 POST CAP. JOIN HEADERS AT INSIDE FACE OF CORNER EYEBROW FEATURE TYPICAL AT ALL f I I INTERSECTION WITH SIMPSON LS30 FRAMING ANGLE. (SEE KEYNOTE 8) ROOF CORNERS I 4 � I 11 I __ -_ - PREMAN FA T ED EYEBR W FEAT RE SHALL BE FABRICATED AND INSTALLED IN - 1 U CUR O U - I ' ACCORDANCE WITH THE MANUFACTURER'S SIGNED AND SEALED CONSTRUCTION DRAWINGS Ii 1i I i � L` I j 8 PREPARED BY THEIR DELEGATED ENGINEER. THE EYEBROW MANUFACTURER AND CONTRACTOR I 1 It I 1; SHALL COORDINATE THE LOAD REQUIREMENTS1 l, ,ATTACHMENT METHOD,I'AND ATTACHMENT l 1 .1;` I; I LOCATIONS WITH THE PREFABRICATED WOOD TRUSS MANUFACTURER. A ROOF FRAMING PLAN LI _11 I 1 !, , ' 7 ii �I (P 1' }; , j i l a . 1 S-101 SCALE: 1/4"= 1'-0" — I, , ) I , si 11 1 I I1 s i ' ' I i 11 , - - (a11� I �� ' I i 1, III li�il '. I i'E 1 I. I i l _ aIII i I -- i i . PERMIT DOCUMENTS ��' I' �� I , i 111 ( I II I , : 11I I; �� 4 ' I ,I 6 , �. I i t� ( I �I I 3I� '� 00130815a BRS AS SHOWN 11-04-13 PROJ. NO. DWN BY SCALE, -DATEI. t `,I I . - I . r I .It �I i I I ( I �`� 1 , / _ :I t \` s �N , . . . /////// r /� l S- 101 r � �_ .; ,T t fl /-' i I ,� % " I R It 1,t 1 11 ea 1�t t• 11 , , I �, , I ;� ! % I �, 6 a , I l ,� y - � I III �- I'� �,_ � ' i I I!',,, ,:I, 1 I I - y 'x l I "I .t1 i ';t , 1 z r 4 t]' Poi &r _ ;� - , 1 1 I sl i 1, A i'it ,.I - si I- I - 1 1 I hi _I 1 i I-.c f i f, �� u 1.pt" -I r ,P '11 ;I li kid {v i t 1 �.� 11 .1 f� �; 1 _ _. - 19p I I;. I` I ( ,1 � I ' i "41I r 1 I II 1 I , �i. I 1. i E' I1 , ,I., I �� '� 1 r:1 !}, , 1 tr„ ,.i y, 1 I` 1 ri .. r 1 ,I "- ,, I I � F. s 1 r S1VS 1 ".II: I ;i E•. 11' II I. it 1 I1 s� l ,:II ,i� FI e et Land '� n I �I,, ,it , i!.:13.E V.i !. P ifs.. i ! �� b 1.. E {I ,h 1 � , " I I , � 1 I r!i"', I i . . I 11 I , , i� �! I i i , : IIli I 11 — I I I I I III , j 1i I � 1. I 9 I h'f i'm it 1 t �ii ti Ii� ii :1 l, i� ti ! I I � ,! : 11 ; I � ! � :I H 11 . It- Port — Cochere ,lI 1, 11 . ;11 1 � �l,, I � � i I I h ,,�I �1� 111: " : ' I i I` � : , I I I li ' I : � ,[ !! I �ti i � i I� I ,�.i i I I I I i !� I ] i I l I � I I — j� ,I ;1lI �j 11 � I� � I �, 1 : i i liI ii� I ,� 11 11 � i I I 1 ' ' i �� I: i i I I i I� ; I S 1 :I t I i : ; l . I ,. I I I I� I I I: : I � l '! :1­ 1� I . I I I 1 ii , I I fl i�I i � : I � , I I _ I l I �i ' 7, � ,I � I I : I il, i : I i I I � I 1 i : !, : i j i :I' I : 1: k ,� � v �� , , G ' ; � : di, 1 � '�, . i I I •° Padd"n�g� 1000 11 � I: 1� I l . 1 - 1 I I 1 X11 PRESSURE TREATED 1 2X RIDGE BLOCKINGt I II E METAL ROOFING PANELS BETWEEN EACH TRUSS I f �� f I I (SEE ARCH) /\ % .4 E? CLIENT I I I I = PRESSURE TREATED 2X � i I E ;I" 1/2" PLYWOOD ��� BLOCKING BETWEEN EACH , 'Fleet`Landing I r ROOF SHEATHING \� TRUSS ATTACHED TO TOP } I 1 PLATE WITH 8d TOE NAIL 1 Fleet Landing Blvd I 1 F, AT 6"ON CENTER ,F. Atlantic Beach, FL 32233 I 11 1 f1 1 1 I I PRESSURE TREATED 2X8 WOOD TOP I I C f I 1 I L PRESSURE TREATED I I PLATE ATTACHED TO TOP FLANGE OF i X ATTACH TRUSS TO TOP PLATE I + I 1 2X4 FASCIA BOARD ° ! I I I STEEL BEAM WITH (2)1/2'0 THRU BOLTS WITH 2 8d TOE NAILS EACH SIDE I I ' I AT 2'-0"ON CENTER, STAGGERED. / �V O ARCHITECT II"" I I I ` I PRESSURE TREATED AND SIMPSON UPLIFT CONNECTOR I I 1 1 ++ „ 1 ill2 2X4 HEADER WITH 1/2 y, O PL PRESSURE TREATED 2 2X4 ! r I I j ; , o It I ATTACH TRUSS TO TOP ATE 1I , G I L_ WITH (2)8d TOE NAILS EACH SIDE PLYWOOD FILLER PLATE O ViA Concepts, LLC , I SILL PLATE BELOW LOUVERED ! OPENING ATTACHED TO WOOD 1 80� Third Street NOrtf1 ,I � IIS „ f ! ;I ,I } I 1. k 1 AND SIMPSON UPLIFT CONNECTOR PREFABRICATED z� ,' ' 1�1 ,..,; I I ;Jacksonville Beach, FL "250 I y CUPOLA POSTS WITH 2 10d ,, I WOOD ROOF TRUSS O t CONCRETE TILE ROOFING TOE NAILS TOP AND BOTTOM � 'I P+I t : i ( I 1 j PA26001354 77 �. . I` l,I. IKE I r PREFABRICATED rZ(SEE ARCH) � PRESSURE TREATED 2X4 INFILL 1 �" Ili11 I ' a STUDS AT 1'-4"ON CENTER F TRUSS 3 4 PLYWOOD WOOD ROOF STRUCTURAL I,. r f ROOF SHEATHING --- �, tIt. (I 11 4 �� PRESSURE TREATED 2X4 ;, ;_; , 2X BLOCKING BETWEEN SEE ARCHITECT FOR 11 CUPOLA WALL BOTTOM Latitude 3� EnglneerinC� I t' `, 1 ;' EACH TRUSS ATTACHED \ SOFFIT AND DROPPED. XPLATE ATTACHED THROUGH , } I'1 -- 1510—B Second Street South l II ( i11 I ,I +, i I i c; TO TOP PLATE WITH 8d \�\ CEILING FRAMING ROOF SHEATHING TO EACH Jacksonville Beach, FL 32?_50 I _�,_ TRUSS OR BLOCKING WITH Il,i t i 1 f K'' TOE NAIL AT 6"ON CENTER O - PE No. 58773 "' N, ; .1 ; , 1, j I I �� (2)#10X4"SCREWS Certificate of Authorization No. 26691 +Ii I I '1 'i E € O PRESSURE TREATED .I I. , TRUSS ATTACHED TO TOP PLATE ' O 2X10 FASCIA BOARD \ I Iliiii E I �' E I I' I _ 2X BLOCKING BETWEEN EACH I ' I' ( I ; I11 IIx I � I�, [{ t j 1 O - PRESSURE TREATED 4X4 ��� ELECTRICAL . ,11 {I I k . �XC \ WITH 8d TOE NAIL AT 6 ON CENTER k I ¢---� WOOD CUPOLA POST ;� - t �� I! f t E f g _ �, 1: iI1y _ CONTINUOUS FROM TRUSS David Hunter & Associates, nc. ' {° EL+13'-9" �\ PRESSURE TREATED 2X8 WOOD TOP l k it t W16X26 STEEL BEAM BOTTOM CHORD TO BOTTOM PLATE ATTACHED TO TOP FLANGE OF 1229 Sumter Square Drive West STEEL BEAM BEARING OF(2)2X4 CUPOLA HEADER \ O Jacksonville, FL 32218 I I TOP OF CONCRETE/ \� STEEL BEAM WITH 2 1/2 0 THRU BOLTS - � AT 2-0 ON CENTER, STAGGERED. I - I 1 I , - W21X57 STEEL BEAM \\ PE No. 53375 7 Certificate of Authorization No. 388? � ' TONGUE&GROOVE - - ATTACH TRUSS TO TOP PLATE I _ - �- WITH (2)8d TOE NAILS EACH SIDE ! � WOOD CEILING =1� ATTACH BOTTOM FLANGE OF W21 i I I 1 I - _ - - \\ AND SIMPSON UPLIFT CONNECTOR E I III I (SEE ARCH) - _ - STEEL BEAM TO TOP OF COLUMN �, t'�,I ! i '' ' III ;' ; I 1 ;I` _ - = WITH (4)5/8"0 X V-2"ANCHOR I I I `' {, III I € I ( - _ = 2X4 WOOD X-BRACING I I CONCRETE TILE ROOFING I ! , ,I Ilir g E FORM SIDES OF CMU COLUMN _ = BOLTS. PROVIDE 1 0 SPACING I \ SEE ARCH -� ;III ,. LI II ! €1, ,' k ` AND OVER POUR CONCRETE - _ = BETWEEN ANCHOR BOLT PAIRS. ATTACHED TO EACH CUPOLA �� ( ) I , I. I �I �1`f l i ` TO INDICATED STEEL BEAM - --- _ POST WITH (3)12d NAILS- 1I ` i{ it, i BEARING ELEVATION = - PROVIDE NON-SHRINK 5000 PSI \ 3/4 PLYWOOD 111l,h it:i ; �, �, .I 'll ,',,�� I I ��' I I r' - _ _ �,A ROOF SHEATHING �; }, I I I It � - CONCRETE GROUT BELOW ,� I 11 I 1 ' �; �' _ - BEAM BEARING AS REQUIRED '� 17771 x F-7] i SEE ARCHITECT FOR I I 1 -2 - _ = I. ', f' :I �i� '`I II (+ r ; - TO PROVIDE ACCURATE AND �__ L__j A� ED I!• I ` � 1 - - LEVEL BEARING SURFACE. - - —- SOFFIT AND DROP �, I 1 , #5 DOWEL AT EACH - _ - CEILING FRAMING P I , i' � N VERTICAL BAR -�� _ ° - C \ — LANDSCAPE E iL I - = WOOD ROOF TRUSS USS --- --- -- - tiL �' I , _ ° - - Brian Burke L.A. 11 1 i PREFABRICATED ONTINUOUS LATERAL I I , I, - _ TURER PRESSURE TREATED L4 ,I h- ;,, f ,. _. _ = - BRIDGING PER TR ----- -- - r.,, 1, Ii _ — _ --— -- _ MAN UFAC --_ _-- I ! t , ! I - TONGUE&GROOVE 2X10 FASCIA BOARD II !9 �," f t - - - - wooD CEILING 1015 Atlantic Blvd I� '� I i I . _ 4 - _ FASTEN TOP AND BOTTOM Atlantic Beach FL 32233 I � " I I'4 I,,r It - _ _ OI - - -� I i I, i`. >1 I ' 1 _ - _ _ (SEE ARCH) CHORD OF ROOF TRUSS TO1.1111, 11 I Ili r ,. 11 I - - - License No. LA0001260 I{ {1�' EACH SIDEOF CUPOLA POST W21X57 STEEL BEAM ' .' li 1 i k ,t i _ _ _ 2-0' X 2-0 CMU COLUMN E - ° _ - WITH 4 #10X3"SCREWS �� � — M BEARING J I 1 O — STEEL BEA .I ` - _ - 1. , I - - I. - ° - 1 ;, ; I; ' I I _ - - #5 VERTICAL REBAR 2X4 DIAGONAL BOTTOM ! 1/4 STEEL CONNECTION w , �i = CENTERED IN EACH CELL U O FLANGE WOOD BRACE AT 8' 0' .l i k' l¢' I :, , = PLATE AT EACH BOTTOM z I I 11 } k I �. { - - z - ON CENTER MAXIM M.A `,It { i,1lEil �'1 I' i1 I 11; 1, Ire ; h = - = _ FLANGE BRACE.WELD PLATE > U TTACH I 11 ,{„ t"- ; ' II I,lk,eI I - --- - Q BRACE TO STEEL PLATE WITH 1 — — SECTION 2 TO BEAM WEB AND FLANGE. Q 5/8"0 THR BO I - - 1 w w U LT AND TO 11 I i` _ _ S-200 SCALE: 3/4" = V-0" -� p I TRUSS WITH 4 10d NAILS. l ! 'I E ( _ #3 RECTANGULAR TIE AT V-4"ON CENTER, U � O 1 I _ REMOVE PORTION OF INTERIOR ? _ _ , a , `I ! ° ! - _ - = FACESHELL AS REQUIRED TO INSTALL 2 O I ,i f • _ 1:1 _.� - - d il. 4 - a - — ' i i = - = COLUMN TIE OR PLACE REINFORCEMENT IN _ ? _ 1. t I - 1 E I JOINT BETWEEN CMU COURSES. REBAR - IP k ' I = _ = SHALL BE LOCATED INSIDE PERIMETER _ I f - - EXTERIOR CMU FACESHELL. 3/8" FLAT BAR E- ­111,11. 11 , ` I ,. I — _ - = - IN LIEU OF#3 REBAR SHALL BE PERMITTED. . 11 _ _ _ I ,L' it f - - - �. I - .. r Q a 111'I - - _ - REMOVE PORTION OF INTERIOR I ' + I = _ - = FACESHELLS (STAGGERED AT EVERYI 'I I it OTHER COURSE)AND CONCURRENTLYril l kk1 I 11I = = FILL COLUMN CAVITY AND ALL CMU CELLS NEW 2'-0"X 2'-0"CMU COLUMN #5 VERTICAL REBAR I = - = ­. ..� ­ . I' ll, - /_ i; : I I1 } - =11 - SOLID WITH 3000 PSI CONCRETE GROUT. CENTERED IN EACH CELL - - - I I I, a IA T , E I (, a, — I� ^I k I It I ;9 t — — — — x 1 I' , �, , i i . iI I _ _ - REMOVE PORTION OF INTERIOR 3 I�; �' I Itit If 'l' ' I II 9 { 3 'I _ _ _ FACESHELLS (STAGGERED AT EVERY i1 ° I ­i - :' ¢ _ --- I 1 11 - - I it .' I i1 , ,; I!i ,, ,;, .uI I _ - - _ - - OTHER COURSE)AND CONCURRENTLY ! P - - a _ - a - = i �I 3 ! I ; - _ - _ - FILL COLUMN CAVITY AND ALL CMU CELLS I'I I II, ; ;� j _ _ _ _ - = SOLID WITH 3000 PSI CONCRETE GROUT. _ I I' I i - - - u I I E' E, I f' I i i` � i CE I lI - 3 RECTANGULAR LAR IE EXISTING ENTRANCE # C GU T AT 1 N CENTER..S G - -4 O C R. t 1 I _ _ - I I t,1 1 I I ,` I r - _ ii i1. CANOPY COLUMN REMOVE PORTION OF INTERIOR N0. REVISION ISSUE DATE I 1 I a a a I - i ! a� 4 — 11 _ I I :1i , I I I �x I _ -- _ - FACESHELL AS REQUIRED TO INSTALL I 6 I f I I h� I 1 - I _ .. ° _ _ COLUMN TIE OR PLACE REINFORCEMENT IN I I I'I I I G r `I _ _ - - _ _ - JOINT BETWEEN CMU COURSES. REBAR I I i I I - _ _ _ _ SHALL BE LOCATED INSIDE PERIMETER j ,,1 � I I II - ° - - - - EXTERIOR OR CMU FACESHELL. FLAT BAR I 3/8 il i : 1, ­ !� [ �; I t i , i � : � 1 ; - = a - I _ - - -1: 11 ,i� I � I tMw, __ — — — I1nowlSTRUCTURALl I — J I y I ��� . I l ,i I I 1 I II 11 - — — iI 1 , : �,i i 1 i i ' ' I I 1 ! : i i i Q = — — ° f I I I II I . I— : t I :: _ _ _ = V SIDEWALK OR - - U I SIDEWALK OR LANDSCAPING o LANDSCAPING - - °- i i I (SEE ARCH) - _ - - - � SECTIONS ,1 ¢ ]� _ a (SEE ARCH) I - _ EL 0'-0" a EL 0'-0" 1 a t t 1 - 1 �I r is - �. z g 1 It _ I - _ HIGH OF PAVING GH POINT OF PAVING 1 i H POINT PA HI � I T - _ - v - - , ERIFY WITH ARCH VERIFY WITH ARCH z ( ) 2 ) - _ ( ° I 1 `r � — — —- - - - — ° — i — ° ° ° ° 1 - - - - a - - a — c— _ F — u I I I - - I I (— _ EL MATCH EXISTING r I ° i1 P° I 1 , ° �! ° , ° � . OP OF FOO TNG I 1 1. i I . T T I I I ° a i I _ ° ° a ° I I" ° . 1 I — °° ° i a.. ° .,° o. °. a ° ° Q ° a ° ° 1 a a ° , — ' 1' 111 I'' I a CONCRETE MAT FOUNDATION I I a ° 1 I i 11' I' ° i.. I, ° Q ° E BELOW NEW 1 I ° OFFSET O CMU COLUMN, I a t :ia l l= iY. P k .° I I. • • ,�, I I a a �t ° , ° s a k' I I Ir'. 111 lz I _ COMPACT FILL OR EXISTING BEARING 1I I l, I° I I — � I ° ° I ! I ° °a a I � 1 a ° i #5 COLUMN DOWEL AT EAI -1 EXI T Y --- j - SOILS PER GEOTECHNICAL ENGINEER SING CANOP - - I — {I i '`I j VERTICAL REBAR WITH 90 O K I - COLUMN FOOTING -- _ REQUIREMENTS. DO NOT DISTURB " . 1 _ _ _ BEARING SOILS BELOW EXISTING 11 i, It I , INTO BOTTOM OF FOOT ( PERMIT DOCUMENTS l 1 I• I r1 I CANOPY COLUMN FOOTI G. I ' I ANCHOR NEW CMU COLUMN FOOTING \��#5 COLUMN DOWEL AT EACH I,I I I I I I CONCRETE MAT FOUNDATION COMPACT FILL OR EXISTING REINFORCEMENT INTO HOLES VERTICAL REBAR WITH 90° HOOK I ! I CENTERED BELOW CMU COLUMN BEARING SOILS TO 95% OF DRILLED 6 INCHES INTO EXISTING INTO BOTTOM OF FOOTING ' ` ° THE MODIFIED PROCTOR I 00130815a BRS AS SHOWN 11-04-13 MAXIMUM DRY DENSITY FOOTING WITH HILTI HY-150 MAX ;� 11 ADHESIVE SYSTEM OR EQUIVALENT PROJ. NO. DWN BY SCALE _, p�TE11 °� ! E TI N 3 SECTION �` _ ", S C O = .rl a1 I + ' S-200 SCALE 3/4"= 1'-0" S-200 ALE 3/4"= 1'-0" µ SC i �- h ti ,f i1i i II . : / I i� ' I i : � � : i I , � I � II I . � I I 11 I- I ill .1I I : - I 1. I I . 1 ). I �, S -- 2 ��', I 4 I i � ! 11 i I I I I I 00 � i F I " �I I: : 1I1 : I 1. I I _', C, •I I I I . - - 11 . I , � 1: � I i G i _ 'i ,. - ti` I I I iI . I 1, � i I , I ii1, 1 1 I,. li , , : I � I 11 i ­! "I ! ; I , � i� ! i , I I I , . ,­ , I - - , ­ 11� �_ ­ 1. I - .1, rr it I I ���."" ..., j\ 3 l I \5 +y. :?� 1' I t I ISI "I.. + .. ` F 1 i III 1 I ,I I U L_ ( I Z 1 �� - 'f I•. ., _ i - I. I r � - r , ' I � I1 �i� 1 h a li ;. I' , 1; p �, R. aIeet �and � n I ,r ,, , �. f. -. ,l I,.,I.. I, t r A r..,.` 'I €. h f �_ I I I , is 'Port Cochere ! E I I'�' f' III GENERAL STRUCTURAL NOTES: ' , p . ( _ 7�' i w F DE IGN BUILDING COD � � , 1 S E Bu �1d � n 1000 I 1 REINFORCED CONCRETE STRUCTURAL STEEL 4. THE CONTRACTOR SHALL SUBMIT DELEGATED STRUCTURAL ENGINEERING . I 1 g , a. 2010 FLORIDA BUILDING CODE BUILDING , I I , l ' b. ASCE 7-10"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH THE 1. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE DOCUMENTS FOR THE DESIGN, FABRICATION,AND INSTALLATION OF THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318, "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" 1989 EDITION AS PREFABRICATED WOOD TRUSSES. THE DELEGATED STRUCTURAL .I STRUCTURES" ( ( ENGINEERING DOCUMENTS SHALL BE SIGNED, SEALED,AND DATED BY THE I LATEST EDITION)AND SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301, REVISED)OF THE AISC. E LATEST EDITION)OF THE AMERICAN CONCRETE INSTITUTE. SPECIALTY TRUSS DESIGN ENGINEER AND SHALL COMPLY WITH THE ; I I I SUPERIMPOSED DEAD LOAD 2. GRADE OF STEEL REQUIREMENTS OF THE CONSTRUCTION PERMIT DOCUMENTS AND ALL CUENT j t a. ROOF TOP CHORD WITH CONCRETE TILE: 15 PSF 2• MINIMUM CONCRETE COMPRESSIVE STRENGTH REQUIRED AT 28 DAYS a. "W"SHAPES: ASTM A992 APPLICABLE BUILDING CODES. THE DELEGATED PREFABRICATED WOOD ' I 1 I (WEIGHT OF CONCRETE TILE SHALL NOT EXCEED 10 PSF) a. FOUNDATIONS: 3000 PSI b. ANGLES AND PLATES: ASTM A36 TRUSS SUBMITTAL DOCUMENTS SHALL INCLUDE, BUT ARE NOT LIMITED TO, Fleet Landinry � II , 1, • 1 b. ROOF TOP CHORD WITH METAL ROOFING: 7 PSF 3. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (144 PCF+)WITH ALL c. ANCHOR BOLTS: ASTM F1554, GRADE 36 THE FOLLOWING: 7 '' I I !°• ' I I CEMENT CONFORMING TO ASTM C150 TYPE a. TRUSS LAYOUT PLANS CONFORMING TO THE SCHEMATIC FRAMING 1 Fleet Landing BIV�! I MAXIMUM AGGREGATE SIZE d. ALL OTHER B LT I O S ASTM A 2 4 MINIM 1 I c. ROOF BOTTOM CHORD . 5 PSF 353/ 0 UM I I 1: ( ) SHALL BE %" FOR FOOTINGS AND 4" FOR SLABS AND CURBS CONFORMING e. HEAVY HEX NUTS: ASTM A563A PLANS DEPICTED ON THE CONSTRUCTION PERMIT DRAWINGS. Atlantic Beach, FL 32233 I L 1 �`, I I - . TO ASTM C33. b. TRUSS PROFILE DIMENSION A I S AND M TERIAL F OR EACH TR S TYPE. f. U S I PLATE WASHERS. ASTM F436 ' I I ' I LIVE LOAD 4. REINFORCEMENT c. STRUCTURAL CALCULATIONS FOR EACH TRUSS TYPE THAT INDICATES II 7 a. ROOF TOP CHORD: 20 PSF 3. ALL WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING a. DEFORMED BARS: ASTM A615, GRADE 60 CODE,AWS D1.1, LATEST EDITION, OF THE AMERICAN WELDING SOCIETY. THE TRUSS DESIGN CRITERIA, LOAD CAPACITIES, DEFLECTIONS, ;, b. UNINHABITABLE ATTIC WITHOUT STORAGE: 10 PSF MINIMUM BEARING LENGTH,AND MAXIMUM AND MINIMUM SUPPORT ARCH€TECT L 5. SPLICES IN REINFORCE E ECTRODES SHALL BE E70XX FOR MANUAL ARC WELDING AND F7X-EXXX FOR I 1. MENT WHERE PERM. F. ( lTTED) REACTIONS DUE TO ALL APPLICABLE LOAD COMBINATIONS. SUBMERGED ARC WELDING. i 1 j! i' I I I WIND LOAD a. DEFORMED BARS: ACI CLASS B TENSION LAP d. CONNECTOR AND FASTENER REQUIREMENTS FOR ALL TRUSS-TO-TRUSS VIA COncentS, LLC �� 1 `I 4. ALL NON-COMPOSITE BEAM END CONNECTIONS SHALL BE DESIGNED FOR THE CONNECTIONS. IN ADDITION PROVIDE ANY SPECIAL CO r i 1 , I- a. ULTIMATE DESIGN WIND SPEED Vult): 130 MPH 6. MINIMUM COVER FOR CAST-IN-PLACE CONCRETE REINFORCEMENT UNLESS NNECTION, 1 1 i � ( FOLLOWING: INSTALLATION,AND/OR BRACING REQUIREMENTS FOR PIGGYBACK AND 1801 Third Street North I b. NOMINAL DESIGN WIND SPEED Vasd 101 MPH NOTED OTHERWISE I I, 1 l' ( ) a. CONCRETE CAST AGAINST EARTH: 3" a. END REACTION EQUAL TO NOT LESS THAN ONE HALF THE UNIFORM LOAD VALLEY TRUSSES. �aCkSonVIIIe Beach, FL 32250 a c. EXPOSURE CATEGORY: C CAPACITY OF THE MEMBER IN ACCORDANCE WITH AISC SPECIFICATIONS M26001354 I. b. ALL OTHER LOCATIONS: 2" e. PERMANENT AND TEMPORARY BRIDGI�JG, BRACING, STRONGBACK, I i d. ENCLOSURE CLASSIFICATION: OPEN BUT NOT LESS THAN 6 KIPS. AND/OR•REINFORCEMENT MATERIAL TYPES, CONNECTIONS,AND 7. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE F t'I' t l i i I .I e. RISK CATEGORY: II b. THE EFFECTS OF CONCENTRATED LOADS OCCURRING CLOSE TO THE LOCATIONS. rI i•' I I TYPICAL BAR BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARD S + ENDS OF THE BEAMS. STRUCTURA I f. INTERNAL PRESSURE COEFFICIENT: _0.00 5. THE SPECIALTY TRUSS DESIGN ENGINEER SHALL SPECIFY ALL SUPPORTS, L I I AND SPECIFICATIONS. REINFORCING SHALL BE HELD SECURELY IN POSITION _ _____ I " i I 1 ? I 0. NOMINAL COMPONENTS AND CLADDING WITH STANDARD ACCESSORIES DURING PLACEMENT OF CONCRETE. 5. ALL STRUCTURAL STEEL WORK, EXCEPT PORTIONS OF MEMBERS TO BE • BRACING, REINFORCEMENT,AND CONNECTIONS REQUIRED TO STABILIZE THE . ' I 1 WALL WIND PRESSURE: ±41 PSF WELDED, FIELD BOLTED OR FIREPROOFED, SHALL BE SHOP PAINTED WITH PREFABRICATED TRUSSES DURING AND AFTER CONSTRUCTION. BRACING LatltU3de 3O EnglneerinQ , 1 ; , I I REINFORCING SUPPORTS FOR ALL EXPOSED•CONCRETE SHALL BE PAINT CONFORMING TO STEEL STRUCTURES PAINTING COUNCIL(SSPC) PAINT SHALL HAVE A MINIMUM NOMINAL THICKNESS OF 2 INCHES. I 1510-B Second Street South ! I [ �'I ROOF WIND PRESSURE: t 41 PSF GALVANIZED WITH PLASTIC COATED FEET.WELDED WIRE MESH SHALL BE ' CHAIRED IN ACCORDANCE WITH THE BUILDING CODE. 25 AND MPI#79.APPLY PRIME PAINT ACCORDING TO SSPC PAINT SYSTEM 6. HANDLING AND INSTALLATION OF THE PREFABRICATED TRUSSES SHALL BE IN Jacksonville Beach, FL 32250 p I I' s GUIDE NO. 7.00. CLEAN STEEL FREE OF LOOSE SCALE RUST, OIL AND GREASE. l � I ' I GENERAL 8. REINFORCING BARS SHALL NOT BEC T O ACCORDANCE WITH THE TRUSS PLATE INSTITUTE RECOMMENDATIONS,THE PE No. 58773 I U T ACCOMMODATE THE INSTALLATION ADDITIONAL AREAS SHALL BE FIELD PAINTED AFTER WELDING. Certificate of Authorization No. 26661 d I ! k BCSI "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING& ' i ' I 1. THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL OF ANCHORS, EMBEDS OR OTHER ITEMS. 6. ALL EXTERIOR STRUCTURAL STEEL INCLUDING CONNECTORS SHALL BE BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" AND ALL '4' F I ; I rI STRUCTURAL FEATURES, UNLESS NOTED OTHERWISE.THE ARCHITECTURAL 9. THE CONTRACTOR IS RESPONSIBLE FOR P VIDIN T E r,; ; i I �I I• G H CONSTRUCTION OF HOT-DIP GALVANIZED UNLESS NOTED OTHERWISE BY ARCHITECT.WELDED REQUIREMENTS SPECIFIED BY THE DELEGATED TRUSS DESIGN ENGINEER. { I; ' ; ! E I DRAWINGS SHALL GOVERN THE WORK FOR ALL DIMENSIONS.ALL DETAILS AND FORMWORK IN ACCORDANCE WITH ACI 347. ELECTR€CAL I I I I 1 I I, 1 1 I AREAS AND AREAS WITH AN INSUFFICIENT COATING THICKNESS SHALL BE p t I 1 1 I ; • i � I SECTIONS ON THE STRUCTURAL DRAWINGS ARE INTENDED TO BE TYPICAL 7. TEMPORARY BOTTOM CHORD BRACING SHALL REMAIN PERMANENTLY IN _ _-__� I i 1 ' ? ; I 10. CONCRETE MIX DESIGN SUBMITTAL SHALL INCLUDE: FIELD REPAIRED. I' 3.' = 11 I i I AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION PLACE. BOTTOM CHORD BRACING INDICATED BY THE SPECIALTY TRUSS BaVld P 1 , + a. INTENDED USAGE AND LOCATION FOR EACH TYPE 7. GROUT BELOW BEAM BEARING SHALL BE NON-SHRINK, NON-METALLIC TYPE, ENGINEER SHALL NOT BE LESS THAN 2X4 MEMBERS, SPACED GREATER THAN 8 Hunter & Associat.s, Inc. I ,E4 1 ELSEWHERE ON THE PROJECT. 1229 SUfYlter S uare Drive West ?° ; IJ� ; b. MIX DESIGN INCLUDING MATERIAL TYPES AND AMOUNTS FACTORY PRE-MIXED GROUT TESTED IN ACCORDANCE WITH ASTM C109,WITH FEET ON CENTER, OR FASTENED TO EACH TRUSS WITH LESS THAN (2) 12d Q J , ! I 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS NOTED AND - A COMPRESSIVE STRENGTH OF NOT LESS THAN 5000 PSI. NAILS. Jacksonville FL 32218 1 I I i c. WATER CEMENT RATI B 1 ILLUSTRATED ON THE CONSTRUCTION DOCUMENTS PRIOR TO FABRICATION, O Y WEIGHT 1' I I d. SLUMP RANGE 8. BOLT AND WELD TESTING 8. INSTALL ALL WEB BRACING OR WEB REINFORCEMENT AS REQUIRED BY THE PE No• 53375 I I DEMOLITION,AND CONSTRUCTION.ANY DEVIATIONS DISCOVERED BY THE SPECIA Certificate of Authorization No. 9882 I !. ; CONTRACTOR SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR e. AIR CONTENT a. ALL SHOP AND FIELD BOLTS SHALL BE TESTED PER AISC REQUIREMENTS. LTY TRUSS SYSTEM ENGINEER. IF SPECIFIC WEB MEMBER BRACING OR I REVIEW. f. STRENGTH TEST DATA REQUIRED TO'ESTABLISH MIX DESIGN b. ALL WELDS SHALL BE VISUALLY INSPECTED. REINFORCEMENT DETAILS ARE NOT PROVIDED BY THE DELEGATED TRUSS I I I r, , I 1' j'I c ' ENGINEER, THE TRUSS ENGINEER SHALL BE REQUIRED TO DESIGN ALL WEB I ! I , ;l i I I 3. IN THE EVENT OF A DISCREPANCY ON THE CONSTRUCTION DOCUMENTS, THE 11. CONTRACTOR SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING MEMBERS TO SPAN WITHOUT INTERMEDIATE B 1 I 1:1 • �' I" f' ' I° ' �` _ 1 CONTRACTOR SHALL A ME THE E TRINGENT LABORATORY SUB E T T RACING OR ADDITIONAL ____ i Ih €,1 € ( SSU MOR S RESTRICTION SHALL J C O THE APPROVAL.OF THE ARCHITECT,.,aTO INSPECT, WOOD AND ENGINEERED WOOD PRODUCTS REINFORCEMENT. I ; ,I APPLY AND/OR THE OPTION THAT PROVIDES THE GREATEST BENEFIT TO THE SAMPLE,AND TEST CONCRETE AT THE POINT OF PLACEMENT PER ACI 301.A 1 I, 1. ALL STRUCTURAL LUMBER SHALL CONFORM TO THE MOST CURRENT ,, [ k 9. THE DELEGATED STRUCTURAL ENGINEERING DOCUMENTS SIGNED, SEALED, ,I €�,„L (. 1 'i OWNER. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF COPY OF THE TES i-RESULTS SHALL BE PROVIDED TO THE OWNER AND ' ' ,, APPLICABLE SPECIFICATIONS OF THE AMERICAN INSTITUTE OF TIMBER AND DATED BY THE TRUSS DESIGN ENGINEER SHALL COMPLY WITH ALL 4 1 ;'? !•I...• , ,. ANY DISCREPANCIES AND OBTAIN CLARIFICATION IF NECESSARY. ARCHITECT. TESTING SHALL INCLUDE AT LEAST THE FOLLOWING: , ,,11' I . €;,: 1 1 ; CONSTRUCTION AND THE AMERICAN WOOD PRESERVERS ASSOCIATION i I € , I ,, , _ REQUIREMENTS INDICATED AND DEPICTED ON THE CONSTRUCTION PERMIT „ , , a. ONE SLUMP BEST PER ASTM C 143 FOR EACH 10 CY OF CONCRETE.;. I I I " iI 1 4. THE CONTRACTOR SHALL USE EXTREME CARE IN THE DEMOLITION OF (AWPA). DOCUMENTS. THE DELEGATED TRUSS ENGINEER SHALL BE RE UIRED TO ', 11 I '" I I EXISTING STRUCTURES. DEMOLITION SHALL BE PERFORMED IN SUCH A PLACED. Q ` 2.' ALL STRUCTURAL LUMBER SHALL BE NO. 2 GRADE SOUTHERN YELLOW PINE CONTACT THE ENGINEER-OF-RECORD TO RESOLVE ANY CONFLICT OR t f , + ; ! I E I MANNER AS TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING b. FOUR CONCRETE COMPRESSIVE STRENGTH TEST CYLINDERS FOR EACH '• f I 50 CY OF R OR BETTER UNLESS NOTED OTHERWISE WITH ALLOWABLE MATERIAL DISCREPANCY WITH THESE REQUIREMENTS. THE TRUSS DESIGN ENGINEER 1 i 1 I I ; STRUCTURES AND UNDERGROUND UTILITIES TO REMAIN. CONC ETE PLACED OR FRACTION THEREOF PER DAY.TEST STRESSES IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR SHALL NOT BE PERMITTED TO DEVIATE OR ALTER THE REQUIREMENTS ' _ l rt, I ONE CYLINDER PER EACH SET AT 7 DAYS AND TWO CYLINDERS AT 28 - LANDSCAPE ;_ • ; 5. THE CONTRACTOR SHALL COORDINATE, SUPPLY, LOCATE,AND INSTALL ALL - WOOD CONSTRUCTION BY THE AMERICAN FOREST&PAPER ASSOCIATION. WITHOUT WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD.THE ; I , DAYS. THE REMAINING CYLINDER SHALL BE STORED IN THE EVENT THE - INSERTS ANCHORS EMBEDS OPENINGS FLASHING WATERPROOFING ENGINEER-OF-RECORD'S REVIEW OF THE DELEGATED TRUSS ENGINEERING ,1, E 'I ,. 1 28 DAY CYLINDERS DO NOT MEET THE SPECIFIED " , CONCRETE 3. ALL LUMBER SHALL COMPLY WITH PS 20 AMERICAN SOFTWOOD LUMBER Brian Burke, L.A. I ,I : � ` ; ;, ,I SLEEVES, COMPONENTS, ETC.AS REQUIRED TO ACCOMMODATE OTHER WORK , DOCUMENTS SHALL NOT BE CONSIDERED AS WRITTEN APPROVAL AND DOES 1 E COMPRESSIv E STRENGTH. ' STANDARD AND WITH THE APPLICABLE RULE OF INSPECTION AGENCIES a ;' } I 1 I I I AND TRADES. NOT RELIEVE THE DELEGATED TRUSS DESIGN ENGINEER OF THEIR 1015 Atlantic Blvd _? € I .CERTIFIED BY AMERICAN LUMBER STANDARD. FACTORY MARK EACH PIECE OF I = ; I �I€ fI l _ RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS SPECIFIED ON THE - l € i, , 6. ALUMINUM MATERIALS SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE LUMBER WITH GRADE STAMP OF INSPECTION AGENCY EVIDENCING Atlantic Beach, FL 32233 9 I I I MASONRY CONSTRUCTION PERMIT DOCUMENTS. I , , lF ;,, , i ! OR DISSIMILAR METALS. COMPLIANCE WITH GRADING RULE REQUIREMENTS. License No. LA0001260 I ' d : 7. LATITUDE 30 ENGINEERING SHALL NOT HAVE CONTROL OR BE RESPONSIBLE 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION ,, I I 4. ALL LUMBER FOR EXTERIOR USE OR IN CONTACT WITH MASONRY, CONCRETE, , FOR CONSTRUCTION MEANS METHODS TECHNIQUES PROCEDURES OR OF THE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI o�, I SOIL, OR WATER SHALL BE PRESERVATIVE TREATED TO AWPA STANDARDS ' ' 1 i ; 530)AND THE SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1)OF SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY AND IN ACCORDANCE WITH FEDERAL SPECIFICATIONS TTW-571J AND TTW-536. I I I THE AMERICAN CONCRETE INSTITUTE. ,'I'; i_ 1; , I OTHER PERSONS PERFORMING THE WORK, OR THE FAILURE OF ANY OF THEM ALL TREATED WOOD PRODUCTS SHALL BE HANDLED AND FIELD FABRICATED IN r I. i TO CONSTRUCT THE WORK SAFELY AND IN ACCORDANCE WITH THE 2. MORTAR SHALL CONFORM TO THE PROPORTION SPECIFICATION OFA TM AC I� „ I l., ;1 ,� S CORDANCE WITH AWPA STANDARDS FOR THE CARE OF PRESERVATIVE f ', •li.� .,i1 ;h. j I ;III i I1 ' TR CTION D ENTS. C270 T E i , 1, i €;I !, i : ,1,,; ,I, f, CONS U OCUM YP MORS. TREATED WOOD PRODUCTS.ALL FASTENERS IN PRESERVATIVE TREATED i di r•II:' r i • ,, s , 1 I L,,, LUMBER SHALL B I E STAINLESS STEEL (A304 OR A316)OR HOT-DIP GALVANIZED. r I I,• I., I ';E: ,:I';;r. 8. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING, SHORING GUYING 3. LIMIT CEMENTITIOUS MATERIALS IN MORTAR TO: PORTLAND CEMENT i ` I,Is y , r' 1 4{.� ,I,: , 13 wl i I " I :,, 4 I lI_,! ; •... ., 1. ,. , II', s v a<�,: I; ,: OR OTHER MEANS TO SUPPORT THE STRUCTURAL ELEMENTS DURING CONFORMING TO ASTM C150 TYPE I LIME N 11f 1 ' - ' I i CO FORMING TO ASTM C207,AND 5. PROVIDE WOOD SHIMS AND BLOCKING AS REQUIRED TO FACILITATE MEMBER i l I ;.r1 ,,< ! ERECTION AND IN PLACE PRIOR TO THE COMPLETION OF CONSTRUCTION.THE MORTAR CEMENT CONFORMING TO ASTM C1329. CONNECTIONS AND TRANSITIONS. (^ I 1 [ CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION r 4. FULL BED AND HEAD JOINTS SHALL BE USED. 6. ALL METAL CONNECTORS SHALL BE MANUFACTURED BY THE SIMPSON ' OF ALL TEMPORARY SUPPORTS. ALL CONSTRUCTION OPERATIONS SHALL STRONG-TIE COMPANY AND SHALL BE HOT-DIP GALVANIZED. INSTALL METAL 1 i ., I j CONFORM TO OSHA STANDARDS. 5. GROUT SHALL CONFORM TO ASTM C476 AND THE FOLLOWING: . CONNECTORS PER THE MANUFACTURERS SPECIFICATIONS FOR THE MAXIMUM -- '' I iI a. 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS NAILING QUANTITY AND CAPACITY. `; 1 [ "1 ; I ' b. SLUMP BETWEEN 8 TO 11 INCHES PER-ASTM C143 1 I'' ', • , ''I SHOP DRAWINGS i III c. MAXIMUM AGGREGATE SIZE SHALL BE 3/8" AGGREGATE GRADED TO 7. BOLTED CONNECTIONS SHALL USE HOT-DIP GALVANIZED BOLTS, PLATE ` , 11 I IR 1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY LATITUDE WASHERS AND HEAVY HEX NUTS. � 4 1 PRODUCE FINE GROUT IN NF RMAN E I + CO O C WITH ASTM C476 AND C404 . I I 30 ENGINEERING AND THE ARCHITECT. SHOP DRAWINGS SHALL BE SUBMITTED ) I I N 1 I 8. O CUTS HOLES OR PE E IRED F R CO S R U O OTHER TRADE IN T Q S S RUCTURAL 1 I fI ' ' 1 I ALL MA NRY N T 6 SO U I S CONTAINING REINFORCEMENT L ATED BEL W I B OR OC O NCLUDING UT FOR ALL STRUCTURAL COMPONENTS I NOT LIMITED TO THE FOLLOWING: GRADE SHALL BE FILLED SOLID WITH 3000 fSl CONCRETE GROUT. WOOD FRAMING SHALL BE PERMITTED WITHOUT PRIOR REVIEW AND I APPR VAL B . i h j O Y THE STRUCTURAL ENGINEER AND ARCHITECT. I i �I I 1, ,;" I! a. PLACEMENT DRAWINGS FOR CONCRETE AND MASONRY STEEL 7. CONCRETE MASONRY UNITS(CMU) �. I. " € 1,', 9. CONTA T E I . C NGINEER FOR ANY CONNECTOR TYPE NOT SHOWN OR IF REINFORCEMENT INCLUDING BAR SIZES BENDS&LENGTHS - I I l a. SOLID AND HOLLOW LOAD BEARING CONCRETE MASONRY UNITS PER ALTERNATE CONNECTOR IS REQUIRED DUE TO A CONFLICT OR DISCREPANCY. I I I 1 .I I b. FABRICATED STRUCTURAL STEEL ASTM C90 ; III .- 10. ALL PLYWOOD AND OSB SHEATHING SHALL CONFORM TO THE MOST CURRENT j c. CONCRETE MIX DESIGNS b. TYPE N-II, NORMAL WEIGHT a i , APPLICABLE SPECIFICATION AND SUPPLEMENTS OF THE AMERICAN PLYWOOD 1j I I 1 r I I d. MASONRY MATERIALS, PRODUCTS,AND ACCESSORIES a 1900 PSI MINIMUM COMPRESSIVE STRENGTH OF UNITS ORAS REQUIRED ASSOCIATION (APA). INSTALLATION OF THE PANELS SHALL BE IN ACCORDANCE I I 1'I e. PREFABRICATED WOOD ROOF TRUSSES (SIGNED&SEALED TO ACHIEVE •1500 PSI MINIMUM ULTIMATE COMPRESSIVE STRENGTH (fm) 1 I OF THE MASONRY ASSEMBLAGE (UNITS, MORTAR,AND GROUT) WITH THE RECOMMENDATIONS OF THE APA. EACH PANEL SHALL BE I 2. THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS PROJECT r•' IDENTIFIED WITH THE APPROPRIATE TRADEMARK OF THE APA AND SHALL X11 E , IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND FOR GENERAL 8. PROVIDE CLEAN OUT AND INSPECTION HOLES AT BOTTOM OF MASONRY WALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE APA I ' :i Ii r COMPLIANCE WITH THE INFORMATION CONTAINED IN THE CONTRACT IN ACCORDANCE WITH THE MASONRY CODE IF HIGH LIFT GROUTING (OVER 4 PERFORMANCE STANDARDS. .1 a FEET HIGH IS USED. ,I j DOCUMENTS. COMMENTS REGARDING THESE SUBMITTALS DO NOT RELIEVE 11. INSTALL PLYW D - l I j . I I OO OR OSB SHEATHING WITH LONG DIMENSION OF PANEL pI I I �,1 I THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT DOCUMENTS. 9. DEFORMED BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. q N0. REVISION�ISSUE DATE ,I, , ,1 € CROSS THREE OR MORE SUPPORTS. PROVIDE 1/8 INCH SPACE AT PANEL THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING HIS WORK IN A SAFE I j, 11 I f PROVIDE LAP SPLICES OF 48 BAR DIAMETERS MINIMUM. PROVIDE BAR ENDS AND EDGES.ALL PANELS SHALL BE ATTACHED AS INDICATED ON PLAN. -- I C� 1 i I p 1 I' ; I AND SATISFACTORY MANNER. SPACERS AS REQUIRED TO PROPERLY LOCATE REINFORCING. t, I ' - I I , s I! 10. MASONRY COURSING SHOWN IN SECTION IS APPROXIMATE. COORDINATE I , ;! ,k `` PREFABRICATED WOOD TRUSSES J ,I U � I FOUNDATIONS &SITE PREPARATION ACTUAL COURSING REQUIREMENTS WITH ARCHITECTURAL DRAWINGS, I' E . { O° l[ I - 9 I 1. PREFABRICATED METAL PLATE CONNECTED WOOD TRUSSES SHALL CONF RM I l SPECIFIED ELEVATI NS AND EXI TI O I O S NG SITE CONDITIONS. y , .I E I , i1 I,1 i 1. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED SOILS OR TO THE MOST CURRENT APPLICABLE VERSION OF THE DESIGN �I R I '� J "'kk 1=t. I 1 I, } '! PROPERLY COMPACTED FILL HAVING AN ALLOWABLE BEARING CAPACITY OF � ' ` � ' ` A f,1� , . �I I k y I I l , I,. SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD ROOF.AND FLOOR I:I I v I; it r1 3000 PSF. THE CONTRACTOR SHALL ENGAGE A LICENSED GEOTECHNICAL CONCRETE/MASONRY FASTENERS AND ANCHORS TR I, I I , I I" USSES, BY THE TRUSS PLATE INSTITUTE, INC.,ANSI/TPI 1: NATIONAL DESIGN r I , ENGINEER TO PROVIDE SITE PREPARATION PROCEDURES AND VERIFY THE STAND 1 1. ADHESIVE (EPDXY)ANCHOR RODS OR REBAR INSTALLED IN CONCRETE OR ARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, I ;' I i' BEARING SOILS HAVE AT LEAST THE ABOVE NOTED CAPACITY. AND THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER STRUCTURAL 11 1 MASONRY SHALL UTILIZE HILTI HIT-HY 150 MAX ADHESIVE CONCRETE ANCHOR , I 2. SITE PREPARATION PROCEDURES SHALL CONFORM TO THE INSTRUCTIONS SYSTEM AS MANUFACTURED BY HILTI FASTENING SYSTEMS, INC. OR AND ITS FASTENING, BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.THE . t� . ! II i AND FIELD DIRECTIONS BY THE GEOTECHNICAL ENGINEER OF RECORD. APPROVED EQUIVALENT.ADHESIVE ANCHORS SHALL USE "HAS"TYPE ROD PREFABRICATED WOOD TRUSSES SHALL ALSO COMPLY WITH THE ADDITIONAL `'I I 'I I CONFORMING TOA TMA TEE DESIGN, FABRICATION,AND INSTALLATION REQUIREMENTS SET FORTH IN THE � I V O TE � J � t I' 3. THE CONTRACTOR SHALL OBSERVE WATER CONDITIONS AT THE SITE AND S 36 S L. HEX NUT SHALL CONFORM TO ASTM A563A. { I ?, I TAKE THE NECESSARY PRECAUTIONS TO INSURE THAT THE GROUNDWATER CONSTRUCTION PERMIT DOCUMENTS. -� I 2. THE INSTALLATION OF ADHESIVE ANCHOR RODS OR REBAR IN CONCRETE OR i ; 1 al" ! I LEVEL IS BELOW THE FOUNDATION EXCAVATIONS AND THE SURFACE OF ANY MASONRY SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED BY THE DELEGATED 1'' ; I I I '' COMPACTION OPERATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF TRUSS ENGINEER TO SUPPORT THE LOADS SPECIFIED IN THE GENERAL 1 I i , III' 1 _' I I'I I INSTRUCTIONS AND RECOMMENDED PROCEDURES. HOLES SHALL BE 'I' ;III I I ; I;, THE GEOTECHNICAL ENGINEER. BRUSHED AND CLEANED WITH COMPRESSED AIR PRIOR TO INSTALLATION. STRUCTURAL NOTES AT THE DEPTH AND SPACING INDICATED ON THE • ,II , i t;; I li I EXI TING UNDERGROUND UTILITY LINES W INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE. CONSTRUCTION DOCUMENTS. PATTERN LOADING, UNBALANCED LOADING, ,. I I € 4. LOCATE ALL S ITHIN THE AND LOAD COMBINATIONS SHALL BE CONSIDERED IN THE DESIGN. WOOD I ;'I I' , I '''I I CONSTRUCTION AREA. REMOVE OR RELOCATE ALL ABANDONED UTILITIES AND ` f 1 3. ADHESIVE ANCHORS AND/OR DRILLED AND!EPDXIED REBAR SHALL NOT BE r� 1 i Ittr UTILITIES THAT MAY INTERFERE WITH THE NEW WORK. - TRUSSES SHALL BE DESIGNED WITH AT LEAST ONE HORIZONTAL ROLLER I PERMITTED IN LIEU OF MATERIALS EMBEDDED IN CAST IN PLACE CONCRETE CONNECTION PER SPAN SO THAT NO HORIZONTAL REACTIONS ARE INDUCED E 'I ', 5. ALL ORGANIC MATERIAL AND UNSUITABLE BEARING SOILS ENCOUNTERED OR GROUT FILLED MASONRY WITHOUT APPROVAL FROM THE ENGINEER. ! j 1 I I' € I ON THE SUPPORTS DUE-i O DEAD AND LIVE LOADS.THE HORIZONTAL 1 r 1 I : ` I DURING THE FOUNDATION EXCAVATION SHALL BE OVER-EXCAVATED AND TRANSLATION AT THE ROLLER CONNECTIONS DUE TO ANY APPLICABLE LOAD � - �� iII 'I I REPLACED WITH COMPACTED STRUCTURAL FILL. THE EXTENT AND DEPTH OF f f„ ` ,1 I [ COMBINATION SHALL NOT EXCEED 3/8 INCH. l �' I I ( OVER-EXCAVATION SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. `'� I; 1> II 3. ROOF TRUSSES SHALL SATISFY THE FOLLOWING DEFLECTION CRITERIA: �- Ii1 �I Iil' iI; r ,, 1 1 I [II , 6. THE CONTRACTOR SHALL RETAIN THE SERVICES OF THE GEOTECHNICAL T �, M L N T� a. THE DEFLECTION DUE TO LIVE LOADS SHALL NOT EXCEED THE SPAN i ENGINEER OF RECORD TO INSPECT THE FOUNDATIONS, BEARING LEVELS, I .,i ., I I��I ; ", '' LENGTH IN INCHES DIVIDED BY 360. _ - 1 ETC. AND VERIFY THAT THE MATERIAL ON WHICH FOUNDATIONS BEAR HAS AT - I'I,1 , 11 b. THE MAXIMUM DEFLECTION DUE TO THE TOTAL LOADS SHALL NOT _ I 1•' LEAST THE ABOVE NOTED CAPACITY. THE GEOTECHNICAL ENGINEER SHALL EXCEED THE LESSER OF THE SPAN LENGTH IN INCHES DIVIDED BY 240 i [ �: I� � OBSERVE AND MONITOR ALL SITE PREPARATION, EXCAVATION AND GU130815a BRS AS SHOWN 1 1-04-13 'Ir OR ONE INCH. ,.�; ' j'' II [ COMPACTION OPERATIONS. . € I P R a I OJ N 0. DWN BY SCAL l I-� f II Ilj I ' E� [SATE III: 'y :,I, �i !� _ I I �� I + ` , tN E .. ' ( .. � � I`�E I f 1 € € i f I i I ! I i i S- 500 �. i I I ( �, _ � I r/" f ! L J IJ(/''` - 1 c"I . . - I� �� 1 -� { ( _. I r i 1 1 - f I. y 1, , , I' I i I I li i 1 t JI` I III ' " GF I I , - I , I J �' I ^, I, , ',, ' I f III I i � ';. k: _ , - - - --- - .• , < •,,... ,. w , ._. 3. x, . ,.,.1.. _f1 ter- . - .P:._tea - _ s..i ] i ax-„•,__:_., , i , f r , I'.. € ., , u., p ..,.~r [, �, ,, 6 v4 iI Z t . -::,- ., - I I i „ t. ..u; �K `�. X +.. .t [Y .+.«.... „ 1 ," k ,: ,, I. ,, f , I , , a. 9 $ a 4 ; .,_ . ,, , 4 ., I 1. {. i. , ,yo- n, ;"-> '.�.,:.:" �' �. \' , „ ,,.Ix,'•,:, v r ,,.. .q X w ,.,, a, dvd:. , .,d:,I„J .,,...h,. t , ' ..fa. r,r.41 ;:, {�i i9,ds i ,:I. I, a rI s. .L;, 1 ,;II 111 ,i r *.,I ii[: ,P. ,'. 2v:. „I -r ;, ;, 11 , -� �_ J u a1 +111 [:., I ,:: 11 ,,: I. ,I 1 r _ r e k ' iq ", fi � @ : fid1- _ _ I I :) „ 3 III I LECTRICALSYMBOL r� ee a n n E LE k GEN D EL 2 x r I I �'I i� E I RI CAL NOTES . g fl II I[ ',I �, t �i11' (1,111 I < . 3 I s c Jk. 1 ajs, I # , R '",. k ,. I I' I" I1 rl ' f 1 a SYMBOL DESCRIPTION GENERAL NOTES �'_ _ k. i � I Port Cochere I I;, I ) If. i:' .. i , j i, 1. READ THE SPECIFlCAIIONS. I: ( U' ► ' R 1 - ' 1 �I , t; ,I' JUNCTION BOX 2. 120 VOLT BRANCH CIRCUITS, WHERE THE LENGTH OF CIRCUIT CONDUCTORS COMPLETE FROM r:_; ' CIRCUIT BREAKER IN SOURCE PANEL TO ANY DEVICE ON THE CIRCUIT IS 0-100 FEET FROM ,, µ. a uildin 1000 iI " rr^, THE PANEL A fl , 1.. i - .. RE TO HAVE q,_ - ,, . #12 MINIMUM BRANCH CIRCUIT WIRING THROUGHOUT CIRCUIT. , _ fig - g t I s, , ...:........::... ,..::: .._ .. ,.,,,,, .I IC i i I I BRANCH CIRCU CONDUIT CONCEALED ABOVE CEILING OR IN WALL. CONDUIT I I I I , �'�-�� (CONDUIT SIZE PER SPECIFICATION AND NEC . ' i ) >+ I i SHALL INCLUDE PHASE, NEUTRAL AND GROUND CONDUCTORS AS REQUIRED FOR ,II I ., :i r f CIRCUITS (UNLESS OTHERWISE NOTED). 3. 120 VOLT BRANCH CIRCUITS, WHERE THE LENGTH OF CIRCUIT CONDUCTORS COMPLETE FROM t r „ _ I : , -; , I '. CIRCUIT BREAKER IN SOURCE PANEL TO ANY DEVICE ON THE CIRCUIT IS 101-175 FEET FROM I .... . I I I CLIENT 1 1 © POWER CONNECTION TO EQUIPMENT THE PANEL, ARE TO HAVE #10 MINIMUM BRANCH CIRCUIT WIRING HOMERUN (3/4"C. FROM I I I 111 ' I' i I'' - € ? ' I I 1 PANEL CIRCUIT BREAKER TO FIRST DEVICE AND #12 BRANCH CIRCUIT WIRING THROUGHOUT THE •,, _ I 11,, I .. , Fleet Lundin I REMAINDER OF THE CIRCUIT. (CONDUIT SIZE PER SPECIFICATION AND NEC). FIRST 75 FEET , , , 9 � , ': Ei .... ._ 11` j OF COMBINED HOMERUN AND BRANCH CIRCUIT TO BE MINIMUM #10 WIRE. (3/4"C). HOMERUN TO SPARE 20/1 1 1 Fleet Landing Blvd 'I , I FII � � i BREAKER IN PANEL L1 VIA I' ,� 3oa pj Atlantic Beach FL 32233 LSI R 3R 4. REFER TO AP,CHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF FIXTURES. LIGHTING CONTACTOR #2. �I i NF jI 5. ALL EMPTY CONDUITS ARE TO HAVE PULL-STRINGS PROVIDED IN THEM. jF j NON-FUSED DISCONNECT NF DENOTES NON-FUSED AR DENOTES AMP RATING OF I, SWITCH ENCLOSURE NEMA RA .. .. .. ......... ARCHITECT .... s 1 TING. 6.. WHERE CONDUIT ROUTING IS SHOWN, THE CONDUITS ARE SHOWN FOR DIAGRAMMATIC `' s PURPOSES AND ARE NOT NECESSARILY REPRESENTATIVE OF EXACT PLACEMENT. THE I It= I ,, ,. - ROUTINGS S HOWN ARE PROPOSED C a" t 1'I;,I ONDUIT ROUTING S. CONTRACTOR TO COORDINATE ALL : .... :. ......... VIA Conce is LLC B . .: P �ai41 '';I _, P ! I � I ROUTING WITH OTHER TRADES PRIOR TO BID. CONTRACTOR TO FIELD VERIFY EXISTING j i 1807 Third Street North , ; I,r I'I SERVICE AND DISTRIBUTION CONDITIONS AND ROUTING OF CONDUIT PRIOR TO BID. CONTRACTOR IS RESPONSIBLE FOR x. v ' HOMERUN TO SPARE 20 1 / � '. , • : Jacksonville Beach FL 32250 } RELOCATING CONDUIT FROM THE PROPOSED ROUTING SHOWN TO THE ROUTING REQUIRED TO B' B ' I , �! s;. 1 BREAKER IN PANEL L1 VIA I,_ FACILITATE INSTALLA €. t<:.... :L."__..... TION PER SPECIFICAl10NS AND APPLICABLE CODES, COMPLETE WITH ALL soo1354 LIGHTING CONTACTOR 2. A42 BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE MOUNTED # II, >I COORDINATION AND EXISTING CONDITIONS TAKEN INTO ACCOUNT. CONTRACTOR IS , I! y s RESPONSIBLE FOR ALL CEILING AND WALL REPAIR/REPLACEMENT AFTER ROUTING OF CONDUIT. is STRUCTURAL III 7. SPLICES IN LIGHTING OUTLET BOXES SHALL BE KEPT TOA _ __ MINIMUM, PULL CONDUCTORS ' : 1 I ; „ A I, BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS FLUSH MOUNTED „ THROUGH TO DEVICES, EQUIPMENT CABINETS PANELBOARDS. SPLICING IN WIREWAYS IS NOT / A Latitude 30 Engineering li 1 1 PERMITTED UNLESS SPECIAL WRITTEN PERMISSION IS GRANTED BY A E. : t I:..I / _ I B Second Street South II , i k' , .. Jacksonville Beach F i , I 8. NO SPLICES StiALL BE MADE IN COMMUNICATIONS OUTLET BOXES OR PULL BOXES L 32250 ) ' : I (LE., FIRE I� 3 I' PE No. 58773 LIGHTING Certificate of Authorization No. 2669, ,I ,I I I ALARM, COMPUTER, TELEPHONE, ETC.) UNLESS SPECIFIC WRITTEN APPROVAL HAS BEEN GIVEN fir. I; , y BY ENGINEER. PULL CABLES THROUGH TO EQUIPMENT TERMINAL CABINETS. I II / ,I 4 FLUORESCENT STRIP FI € = C XTURE I I A :. A r :: .I . 9. E UIP Q MENT SHALL BE OF MATERIAL S SUITABLE FOR AND RATED FOR THE ENVIRONMENT IN s I I , i I ELECTRICAL 1 : 111 1, 1 , WHICH THEY ARE TO BE INSTALLED. I I�r l :.. , , r... (1 I', II FLUORESCENT STRIP FIXTURE III ,4. David Hunter & Associates Inc. Ii ! 10. WHEN ELECTRICAL BOXES ARE LOC ATED IN VERTICAL FIRE RESISTIVE ASSEMBLIES CLASS F . „.. :: Il, :; I ! ,. , ( I IED 1 9 Sumter S uare D ' I . ( I 122 q rive West 9 ;; I `:! 1 FLUORESCENT DOWNLIGHT FIXTURE AS FIRE SMOKE AND SMOKE PARTITIONS THEY SHALL BE INSTALLED :.' o / ), WITHOUT AFFECTING . 111 , L ,,I t A Jacksonville, FL 32118 ; r ; I THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS SHALL BE MET: li L, A ::. PE No. 53375 :: I i l ., : Certificate of Authorization No. 9882 11 f �1 , 1 I I' f I Q FLUORESCENT DOWNLIGHT FIXTURE WITH EMERGENCY BATTERY BALLAST, A. ALL ELECTRICAL BOXES SHALL BE METALLIC. I, r'4-r�'i i 1 I i .i }: : ,1 li. f r. I.. : , t .. . I 1 11 B, BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. i F0 WALL MOUNTED HID, FLUORESCENT, OR INCANDESCENT FIXTURE i1 I I S REMOVE EXISTING LIGHT I. :I. 1I I C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. . r , ,, � ' t1, I FIXTURE AND TURN OVER B" TO OWNER. I' 11�;1 k I :.11 ;'�. 1 D. ALL CLEARANCES BETWEEN OUTLET BOX AND G I j tt I,;I YPSUM BOARD SHALL BE COMPLETELY ';` I ,I I t::L, , ,;,, FILLED WITH JOINT COMPOUND OR 0 #,< I 11, Ik ., 1, �,_, I THER APPROVED MATERIAL . - _ ` ,Ir , r .,.i,., ii r;:. y 1 Ise,. ( ) ', .. . ......... 1 ? � .0 , a .,. .. .. ... r , -. ,:;3 If.. s °, -.. ..: .. ............ .. .... .. .... .... ... :: 1 11€' I' fir o '.i i11 ,_ :q I 'I k,, ; , I, ; It; 'i E. PROVIDE .A WALL AROUND OUTLETS LARGER THAT 16 SQUARE INCHES. THE INTEGRITY OF h :I r?, , .:, �..: d i., THE WALL RATING SHALL BE MAINTAINED. :- ,, L I ;11 I I ; L, ,. 7 I 1 a; 1 F. THE TOTAL AGG REGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES 100 LANDSCAPE I „ I ; PER SQUARE FEET. i i 1 i I I j` i f{ yI [ I, I - 1 Q 1. 11 U i 31 ,, �. ,'I -.:1 i € , L i t , ,f.. F I , _....: .. .......... , - . ' • I, ri II ,, , Brian Bu ke L A i, I 1 G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE RESISTIVE ASSEMBLIES SHALL BE ' �I .' ;,, ;; i I z SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. 5 ! 1 U15 Atlantic Blvd a Atlantic Beach, FL 32133 !I I',,I fi' ill Vii' {, ! .,I I i 1 k t I, i , I L,.,I i .I , ',. , t 'r �,. H. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. License No. LA0001260 �I I I l na I ( � . ' ti I. THE OPENING IN THE GYPSUM BOARD F C - A TNG SHALL BE CUT NOT TO EXCEED 1/8 INCH BETWEEN THE EDGES OF THE OU TLET BOX AND THE EDGES OF THE OPENING. "' I :. A s x. ;:, �� ;,r i, E r.. �� [, , , , 'Si 1 �t, �ryry ';'.�LE DEM 0 LI TI 0 -. - ` _ 6 I N 4 I i � II1 i ;, IIIi,, 1 I I N NOTES \ I III ry I. , i \, , GENERAL LIGHTING NOTES 11 I i i' ;'. gl �'I I . III , a,.,. 1 , I'- r .I i ,I- ,.,„,. f, � �'.:.,:. t ''�,I a is,,,L::a :: .., s a,,, t \- " t,l ,, . [, I:I I. 1� f r [, t1 [,, i I I { li 1 ('I ! ! V { I 'I�, 1. REMOVE ALL ELECTRICAL ITEMS ASSOCIATED WITH ITEMS REQUIRED TO BE REMOVED. THIS r i 1 ! i� INCLUDES BUT IS NOT LIMITED TO CONDUIT, WIRE, DEVICES AND CONDUIT SUPPORTS. 1. ALL FLUORESCENT FIXTURES SHALL USE T8 LAMPS AND ELECTRONIC BALLASTS, UNLESS i OTHERWISE NOTED. i �� " " LIGHTIN - i` ` { G P LA N [� 2. G LIGHT FIXTU S U ; I r ALL EXISTIN RE LABELED EX ARE TO REMAIN AND BE REUSED. THESE I L D I N G 1000 i Ia " " 1; I ;, I FIXTURES SHALL BE THOROUGHLY CLEANED BY THE ELECTRICAL CONTRACTOR. THE 2. ALL COMPACT FLUORESCENT DOWNLIGHTS SHALL USE ELECTRONIC BALLASTS, UNLESS _ _ SCALE: 1/8 - 1 0 ;� j j ELECTRICAL CONTRACTOR SHALL ALSO REPLACE ALL BURNED OUT LAMPS. OTHERWISE NOTED. 11 �) 11 I 11 I I 3. ABANDONED RACEWAYS SHALL BE REMOVED WHERE POSSIBLE: ABANDONED RACEWAYS THAT 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHT f I I CANNOT BE REMOVED SHALL HAVE THE WIRES PULLED FROM THEM AND CAPPED. FIXTURES. '' 1 I � ; ,' a ,, I: 1. _'... ;' '1 1: 4. COORDINATE TYPE OF C ,s , It ,, _, ri, r 4. WHERE EXISTING RACEWAYS ARE REUSED THE OLD WIRES SHALL BE REMOVED, THE RACEWAY FILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING 1', ' , t ' I { I SWABBED OUT AND NEW WIRES PULLED. PLANS AND PROVIDE FIXTURE TRIM AS REQUIRED. I �. �, l 1 ,I :I k I I i , I li$ , '^ :.':'I .;i :jl'�, f.; ` : r t=,l I 11 ;. ,, 11 I ;;I it , i �,,I , 5. IF ANY EXISTING ELECTRICAL EQUIPMENT THAT IS TO REMAIN IN OPERATION BECOMES 5. PROVIDE ZERO DEGREE BALLASTS FOR ALL OUTDOOR LIGHTING FIXTURES. ; S I kl :.' ,, �, si I 1 I I. t, I I,, i:I :I ;; I ISOLATED BECAUSE OF PHASING OR BY THE REMOVAL OF WALLS, CEILINGS, ELECTRICAL i ; i 6. ALL ACRYLIC LENSED FIXTURES SHALL HAVE A LENS THICKNESS OF .125 INCHES MINIMUM. i1 :; I I I i s !"' EQUIPMENT ETC., IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REROUTE AND/OR €� i -r ';sr)x II i13: ' '. � t il, 1y l i i i a,^ � t l ! IIfr - I I ; 1;a„I b il,, I I RECONNECT THE EQUIPMENT SO THAT THE SYSTEM IS OPERATIONAL AS SOON AS POSSIBLE. 'i I �. '>' " I i I%� ' 7. IF THERE IS A DISCREPANCY BETWEEN A FIXTURE DESCRIPTION AND GENERAL NOTES, AND f THIS SHALL ALSO APPLY TO THE SWITCHING OF LIGHTS AS NEEDED TO KEEP THE FACILITY I 11 I F ' I. j $ I 1 FUNCTIONAL. THE CATALOG NUMBER LISTED, THE FIXTURE DESCRIPTION AND GENERAL NOTES SHALL I II: 1 i I DICTATE. - i ' I _ i 6. ANY MOTORS, HVAC DEVICES OR OTHER EQUIPMENT WHICH IS TO BE REMOVED SHALL ALSO L�GHT�NG F�XTURE �'C�--������ I I 1 HAVE THE ELECTRICAL CONNECTION REMOVED. N0. REVISION/ISSUE DATE �� j ! , TYPE DESCRIPTION MANUFACTURER AND CATALOG NUMBER VOLTAGE LAMPS` I i. l I 7. IT SHALL BE THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO RELOCATE AND RECONNECT REMARKS , , i I , I EXISTING ELECTRICAL CIRCUITS AS RE UIRED TO 1 ' i ! AVOID I Q NEW CONSTRUCTION. 10" DIA. RECESSED COMPACT FLUORESCENT CAPRI 2-F032 41'K f " ' I / � FURNI . SH WITH EMERGENCY BATTERY 0 1I j' I I 8. FOR ANY CUTTING OR PATCHING OF WALLS AND CEILING REQUIRED, THE ELECTRICAL Q DOWNLIGHT WITH STEP WHITE BAFFLE AND CM10-FX226-H105WBF 120V DOUBLE TWIN PTION I 1 I l FRESNEL LENS. DAMP LOCATION LISTED. APPROVED EQUAL TUBES WHERE SHOWN. 1 c j CONTRACTOR SHALL BE RESPONSIBLE FOR SAME, HOWEVER WORK SHALL BE PERFORMED BY I 1 CRAFTSMEN SKILLED IN THAT TRADE. I I I I 1 i DNYBRITE r u p I FLUORESCENT 2-LAMP STAGGERED STRIP. _ _ 2-F032 1'K INSTALL IN ARCHITECTURAL COVE. �__I `�7 I I T I N G I I a B SSR232 UNV 1 2-EB / L� \ N `� I I " r I 1 I 9. BEFORE DEMOLISHING ANY RACEWAY OR WIRE, THE CONTRACTOR SHALL VERIFY WHAT IT UL LISTED FOR DAMP LOCATIONS. / 120V ) I I I j I SERVES TO ENSURE SERVICE IS NOT LOST TO ITEMS OUTSIDE OF THE AREA IN THE PHASING APPROVED EQUAL T8 I I j`. PLAN. �� �E I I � 1 GEND AND 10. EXISTING CONDUITS TO BE DEMOLISHED THAT PENETRATE EXTERIOR WALLS SHALL " 1 I ' ` BE 1 r i r � I Y i", I I, :I� . ; i . I REMOVED AND THE EXTERIOR WALL PATCHED, OR THE RACEWAYS SHALL BE SEALED ON 1 , 11 f „ i I INTERIO THE BUILDING 0 R OF T PREVENT WATER F 0 I , r P R M ENTERING BUILDIN G. I t i , , I �',r i , I i I iI � NOTES , jI,I, c ' I E:J t i k 1 . E I 11. IT IS STRONGLY RECOMMENDED THAT THE ELECTRICAL CONTRACTOR VISIT THE SITE PRIOR TO ,4 i I I I BIDDING TO ASCERTAIN EXISTING CONDITIONS AS HE WILL BE RESPONSIBLE FOR EXISTING I, € CONDI S RE UIR A ,i 1 ., i, {I TIONS A Q ED IN OTHER NOTES. . M - . 12. WHERE ELECTRICAL EQUIPMENT IS NOT SHOWN ON WALLS THAT ARE TO BE REMOVED € , t i` I I CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF EQUIPMENT AND HE SHALL BE RESPONSIBLE I i' FOR REMOVAL OF SAME AND RECONNECTION OF EXISTING CIRCUITS. - { i I 6 r d ) j s' 1 1 j , I {, f PERMIT DOCUMENTS , 1 ' I: : j . , - _ -N, - , I , �- _ - - I 00130815a D.H. AS SHOWN 11 04 13 I . j i i j - David Hunter & PROJ. N0. i , I Associates, Inc. DWN BY SCtALE DATE b, I ,-' 7 i 12291 Sumter Square Drive West . Jackson �� �� ville, Florida 32218 > �` I NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. ;` 'I i ja. l Tel: 904.6 1 I " i 62.2445 r Fax: 904.751.1205 1 ,. i 1 I - r 1, ' - , I rk ' EB 0009882 I D D013034 , I' #0 HA Number. :_ I, I i, , ,i i, i j ( 'q ' Ii I .�, �l, - I �, l i h a �� 'l. �� i I I 1, s,A - ,.,: .. , - - - _ -- ,r , a__ - _. _ I - ---- ai. ..a ..<. ::., , .,. _I a, [ _ { V ' ' I - I a , ' i , I i I �, �' I .1, 5, I, t ! I 1 i, I, r, ,n r'' I I lli� � I i i —, .1 — i'11 I, I i . �I I I � , 1,I, . I � I I I � ,� , i I I 1 , ! I� ! ! I I I l� ! ,� ! ; � j ! iI � II ! : >9, .. ; -_I � I , I I �' I!' ': I 1I I � �'� . . . . . . , , '­ � I :I i I I e et a n n g 3 �� I� I I .III � ! II I :, � 1 � I � , �n I I . � 'j", , :�. , 4.:. (I H[ I � .�:,� ,� "I r � ,�� il ­ ; J:, , 1 �l11, I IhI . , I A ! 'i� ; ! 1: I �1! I� I I I 4; " , I I, �� ,� i �j ,� I I , II j� : i � I ", I P o r t o c ere 11 I �� I I I �11 '! : 1 ' 'I I ; � !!, �i 1,I I 1� I , ; II I� , ,� 11­1!1!� ��I I. 1 �1��4�1� ; !{ I I . _ r . � �1 ,1I I i I I � I " :I I �( i � � ' I : iI �: "I � t � 1 , �, I I ,I I I I, , . 1 ­ 1, I I, I;II i � 1,I , i� # � I �: a , , � � i I II I : I , 1 : I �. i I :: I — I 1= �": , ,. , I �' ,� �11��i, ; i — I I , ! {; I 1, I :'! r 11 �i! ,I ; i � ii I '9I , I � .if €,r ,� t � , .1,I I I � I ,dz s, I I , : i i i' ': � , 1 � � I i . � � 11 � I I ,� I , , � . 2;,,�,� : � , � : . i `I 1f i : 1 ,7 t' � i' ' . , ,'. I , 1 I I 1 . � , �:, I4� I t, � I I ,',� 1'�f I CAL ' SPEC F CAT ,11 : �t .I � il ,. � Buiading � � �I I 1000 � ! ! I � I : . I , I i; s I 1 I I I . , 'I I I i ,. CLIENT :I ` ' PART I — GENERAL PART III — INSTALLATION P 1 DESCRIPTION T I Fleet Land ng I ` I: I L i A. THE GENERAL REQUIREMENTS (PROVIDED BY THE ARCHITECT) ARE HEREBY MADE A PART OF THIS SECTION AS IF FULLY REPEATED HEREIN. 1 I I ; „ i, i : B. INFORMATION CONTAINED IN THIS ELECTRICAL MATERIALS AND METHODS SECTION: GROUNDING AND BONDING . i 1 Fleet Landing Blvd �-- aI I CONDUCTORS ARE CONNECTED THAT IS NOT BONDED TO THE EQUIPMENT GROUNDING CONDUCTOR. Z d I : " .. ESTABLISHED IN THE GENERAL RE UIREMENTS. IN CASES OF CONFLICT, REQUIREMENTS OF THIS ELECTRICAL MATERIALS AND METHODS SECTION SHALL A. PROVIDE A BONDING JUMPER FOR ANY EQUIPMENT, MOTOR, LUMINAIRE OR DEVICE TO WHICH CURRENT CARRYING Atlantic Beach FL 32233 I 1. AMENDS, SUPPLEMENTS OR CLARIFIES REQUIREMENTS ESTA Q } � ' I GOVERN. .' CONNECT THE BONDING JUMPER TO APPROVED LUGS OR GROUNDING BUSHINGS OR CLAMPS. ALL CONDUIT AND CABLE SHALL CONTAIN A GROUNDING CONDUCTOR. s I •• '! , 2. APPLIES TO ALL TECHNICAL SECTIONS WITHIN DIVISION 16, WITH THE SAME FORCE AND EFFECT AS IF INCLUDED INDIVIDUALLY AS PART OF EACH SECTION. RACEWAYS I ARCHITECT {� i �:.. I ,I :, I PARALLEL OR PERPENDICULAR TO THE WALLS CEILINGS, OR STRUCTURAL MEMBERS AND PROVIDE SUPPORTS AS REQUIRED BY THE NEC. IN ADDITION INSTALL L"7 , I. „ ;r I A. CONDUIT REQUIRED TO BE EXPOSED SHALL BE RUN P , II ,:jr ! THE WORK INCLUDED UNDER DIVISION 16 OF THE SPECIFICATIONS SHALL INCLUDE COMPLETE ELECTRICAL SYSTEMS AS SHOWN OR IMPLIED ON THE11 I DRAWINGS AND AS SPECIFIED HEREIN. PROVIDE ALL SUPERVISION LABOR, I': C SUPPORTS AS RE UIRED TO FORM A SECURE AND FIRM INSTALLATION. SUPPORTS SHALL BE GALVANIZED PIPE STRAPS, HANGERS OR WALL BRACKETS. SECURE SUPPORTS TO STRUCTURE WITH TOGGLE BOLTS IN ` MATERIALS, EQUIPMENT, MACHINERY, AND OTHER ITEMS NECESSARY TO COMPLETE THE ELECTRICAL SYSTEM. VIA COnCe tS, LLC I Q ,! I HOLLOW MASONRY UNITS, EXPANSION TYPE DEVICES IN CONCRETE OR BRICK, SCREWS IN WOOD AND BOLTS IN STEEL WORK. SHOT TYPE INSERTS MAY BE ONLY USED IN POURED CONCRETE OR STRUCTURAL STEEL P f ii ONLY WHEN APPROVED IN WRITING BY STRUCTURAL ENGINEER. MAKE UP EXPOSED CONDUIT USING CAST FITTINGS AND SYMMETRICAL BENDS ONLY . FIRMLY SUPPORT CONCEALED CONDUIT AT THE STRUCTURE AND 1807 Third Street North I 1 CODES. ORDINANCES AND PERMITS I INSTALL SO AS TO PREVENT ANY VIBRATION AGAINST STRUCTURE, PIPE OR DUCT WORK. Jacksonville Beach, FL 32250 rIli1 11 ! UNICIPAL , M26001354 LL ALSO COMPLY WITH FEDERAL LOCAL STATE COUNTY OR M I, ND OSHA SHALL ESTABLISH THE MINIMUM REQUIREMENTS FOR INSTALLATION, BUT IN ADDITION, ALL WORK SHA , A. THE NATIONAL ELECTRICAL CODE A , B. ALL CONDUITS WHICH PENETRATE FIRE RATED ASSEMBLIES SHALL BE SEALED AROUND THEIR PERIMETER AS DIRECTED BY ARCHITECTURAL SPECS USING GROUT OR FIRE STOP SEALANT AS SPECIFIED. SLEEVES SHALL BE I e � CODE REQUIREMENTS. OBTAIN INFORMATION ON ALL CODES, RESTRICTIONS AND REQUIREMENTS. IN CASE OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND A GOVERNING CODE OR ORDINANCE, SUCH CONFLICT i SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. EXTRA PAYMENT WILL NOT BE ALLOWED FOR WORK REQUIRED BY CODE RESTRICTIONS EXCEPT THROUGH WRITTEN AGREEMENT CAPPED OR SEALED. II i I . 11- » cl I; WITH THE CONTRACTOR. STRUCTURAL `I p f C. ALL CONDUITS WHICH PENETRATE ROOF SHALL BE COORDINATED WITH THE ROOFING VENDOR AND GENERAL CONTRACTOR. ALL APPROVED PENETRATIONS SHALL'HAVE A MINIMUM OF 8 CLEAR FROM ROOF SURFACE TO 11 `; i I C tj 1, I I , B. APPLY FOR, OBTAIN AND PAY FOR ALL REQUIRED LICENSEES, PERMITS AND INSPECTIONS CERTIFICATES. FINAL PAYMENT IS CONTINGENT UPON DELIVERY OF SUCH CERTIFICATES TO THE ARCHITECT OR PROJECT THE FIRST FITTING. Latitude 30 Engineering I ° II I' " t BE FURNISHED TO THE ARCHITECT UPON REQUEST. - i' CABLE ALL MATERIALS AND EQUIPMENT SHALL BEAR THE UL SEAL. CERTIFICATES TO THIS EFFECT SHALL II I MANAGER. WHERE APPLI D. ALL METALLIC CONDUIT TERMINATING IN OUTLET, JUNCTION OR PULL BOXES AND CABINETS MUST TERMINATE WITH AN INSULATING BUSHING AND DOUBLE LOCKNUTS EXCEPT AT BOXES WITH THREADED HUBS WHERE 1510=B Second Street South I IS I � I THEY MAY BE OMITTED. _Jacksonville Beach, FL 32250 11 I } DRAWINGS AND:SPECIFICAl1ONS , I PE No. 58773 ,II i � i I f r E. CONDUIT SHALL NOT BE SMALLER THAN 1/2° TRADE SIZE AND MUST BE SIZED TO ACCEPT THE CONDUCTORS INDICATED. certtftcote of Authorization No. 26691 ;I A. FOR CONSTRUCTION DETAILS, ELEVATIONS, ETC., ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER DIVISION 16 DRAWINGS (ELECTRICAL DRAWINGS). IT IS THE INTENT OF THE ELECTRICAL DRAWINGS TO SHOW I' THE GENERAL ARRANGEMENT OF THE SYSTEM AND NOT TO INDICATE ALL OFFSETS, FITTINGS AND ACCESSORIES WHICH MAY BE REQUIRED, NOR TO SHOW EXACT LOCATIONS OF CONDUIT, LUMINAIRES OR EQUIPMENT WIRING ELECTRI CAL < I EXCEPT WHERE ACTUAL DIMENSIONS ARE GIVEN. , 7 4 A. BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH THE N.E.C. WHERE INDICATED ON THE DRAWINGS, THE SIZES ARE INTENDED TO SET A MINIMUM. ��, I `I ' < i ' 0 AND IN COMPLETE CONFORMANCE WITH ALL APPLICABLE CODES, RULES AND REGULATIONS. David Hunter & Associates, Inc. ' ! B. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO CALL FOR FINISHED WORK, TESTED, AND READY FOR OPERATI N » s , 1 �r. I' ! E WORK AND THE SAME AS IF SPECIFIED OR B. ALLOW NO LESS THAN 8 OF SLACK CONDUCTORS FOR USE IN THE FINAL CONNECTION OF LUMINAIRES OR DE VICES AT WIRED OUTLETS. . ' I x i MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR THE PROPER INSTALLATION AND OPERATION OF THE VARIOUS SYSTEMS, SHALL BE INCLUDED IN TH 1229 Sumter Square Drive West ' ! I SHOWN ON THEDRAWINGS. FL 32218 � I I'I € I I I C. MAKE BRANCH CIRCUIT JOINTS AND TAPS IN WIRE SIZE #10 AND SMALLER WITH SOLDERLESS CONNECTORS. MAKE JOINTS AND TAPS IN WIRE SIZED #8 AND LARGER WITH BOLTED OR SCREWED SOLDERLESS CONNECTORS. Jacksonville, I I DEPART FROM THE INTENDED DESIGN SHALL BE SUBMITTED IN DETAIL TO THE ARCHITECT;FOR PE No. 53375 ! I �! i " l C. THE WORK DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS SHALL NOT BE ALTERED IN ANY WAY. REQUESTS TO ". " , • I f, THE PROJECT MANAGER. D. DO NOT PASS WIRE THROUGH CABINETS AND SWITCH ENCLOSURES UNLESS INTENDED FOR SPECIFIC USE WITHIN THE CABINET OR ENCLOSURES. USE JUNCTION BOXES OR AUXILIARY GUTTERS IN SUCH CASES. certificate of Authorization No. x682 € ,y I APPROVAL, PRIOR TO THE COMMENCEMENT OF SUCH WORK. ALL REVISIONS SHALL BE APPROVED IN WRITING BY f I I I I � ' I D. THE ELECTRICAL CONTRACTOR SHALL PROVIDE PERSONNEL, TOOLS AND EQUIPMENT (POWERED LIFTS, ETC.) TO ASSIST AS NECESSARY IN THE PERIODIC INSPECTION OF THIS PROJECT BY THE ENGINEER OR PROJECT BOXES ` , COMPLETION. t�, ,I �, , . MANAGER WHILE UNDER CONSTRUCTION AND AT PROJECT COMP I I ` , A. THE LOCATION OF OUTLETS ON THE DRAWINGS IS TO BE CONSIDERED AS APPROXIMATE ONLY, INASMUCH AS OUTLETS ARE TO BE CENTERED IN BLOCKS, PANELS, OR OTHER MODULAR UNITS. BE FAMILIAR WITH THE F :�i I ,. "=" �i t i'� I. I I � ,-f :t 'I I II ; i I" I� RECORD DRAWINGS REQUIREMENTS OF THE OTHER TRADES AS WELL AS THE BUILDING IN GENERAL TO BECOME AWARE OF THE VARIOUS MATERIALS AND FINISHED SURFACES IN WHICH OUTLETS ARE TO BE INSTALLED. , € . 1 I' i. I 11 I �,: € i — 0 DEEPER THAN 1 4° i INSTALLED IN NON—COMBUSTIBLE WALLS SHALL BE N i . L y I ,,, SQUARE AND PLUMB WITH THE RECEPTACLE AND JUNCTION BOXES IN A VERTICAL POSITION. THE FRONT EDGE OF BOXES / I x,;;I OR MAINTAINING A CURRENT SET OF ELECTRICAL DRAWINGS AND SPECIFICATIONS TO BE USED FOR CONSTRUCTION PROGRESS REVIEW AND REVISIONS. FIELD B. INSTALL THE BOXES SQ € , f;, I .I; ! I A. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE F „ §; I ; SWILL BE FORWARDED TO THE ARCHITECT. !- ;t RKS SHALL BE INDICATED ON THESE PLANS. UPON COMPLETION OF THE PROJECT, THESE FIELD PLAN AND FOR COMBUSTIBLE FACED WALLS THEY SHALL BE FLUSH. IC',�'' � !,I 13 ,' ( 1!, ', MA 6f( I f7Ji !,}' �': 6 ,�slly , { a !,'€`i ,y¢-°x. : r ! f ., : I�� ill f,;1 �l �',I i ,' ' i �' i. — i , I I k, ( � , - , _:, PART II PRODUCTS -Y C. COVER ALL BOXES FOR FUTURE USE OR JUNCTION PURPOSES WITH BLANK PLATES. `I f ;I, i I . �P. I x I' ; I 'I I � '' D. ADJUST BOXES INSTALLED IN CONCRETE FLOOR SLABS WITH THE TOP LEVEL AT FINISHED FLOOR SURFACE. LANDSCAPE 11 1� I MATERIALS ,_ n �I I , . A. ALL MATERIALS USED IN THIS PROJECT SHALL BE NEW UNLESS OTHERWISE NOTED AND LISTED BY THE UNDERWRITERS LABORATORIES, INC., AS CONFORMING TO ITS STANDARDS WHERE SUCH STANDARDS HAVE BEEN �, WIRING DEVICES Brian Burke, L.A. ` ' — HANDLE—COMMON TRIP WITHOUT HANDLE TIES THERMAL MAGNETIC i- I , ESTABLISHED. THESE MATERIALS SHALL BEAR THE UL LABEL. CIRCUIT BREAKERS SHALL BE SINGLE OR MULTI POLE MOLDED CASE, OF COMMON HA e `meq. , GANG THE DEVICES WHERE INDICATED TOGETHER IN COMMON BOXES WITH DEVICE STRAPS BONDED TO THE METALLIC SYSTEM OR SEPARATE GROUNDING CONDUCTOR. 1015 Atlantic Blvd L�*7 i I ` ;III QUICK—MAKE, QUICK—BREAK FOR MANUAL AND AUTOMATIC OPERATION. 1.If Atlantic Beach, FL 32233 I ! B CONNECT SWITCHES IN SUCH A MANNER THAT THE SWITCH NEAREST THE DOOR CONTROLS THE LUMINAIRE, OR DEVICE NEAREST THE DOOR AND, PROGRESS TO THE FURTHEST LUMINAIRE OR DEVICE, UNLESS OTHERWISE 1 :11I CONDUIT AND CABLE S !I i .! �� 1 �i ' I1 i€ :i I E: f ;. I'� ;a I ' s • License No. LA0001260 A L I.i.1 TNI TED. I!tI: ,. „ ORE CAL METAWC TUBING EXCEPT AS OTHERWISE SPECIFIED HEREIN. i I ,, I _;. 4, A. CONDUIT MAY BE GALVANIZED RIGID STEEL CONDUIT, INTERMEDIATE METAL CONDUIT, LECTRI 11�1 :i i ; ,k I P;. i. , a z .t $ I ;^' '',,I'.4 w ,.1;,, , �r �h!i L ctl...io:'. II " i €� r, ,!+ s�", 4 ,,L,I: �, ,.� LUMINAIRES l . 1 I . ., _. , A D WHERE STU BBED THR U SLABS TO THE UTILIZATION DEVICE _ . .\ U D WH ERE IMBE DDED IN CONCRETE IN PARKIN G GARAGE N _ C SHALL BE USED UNDERGRO N , I__ I C CONDUIT SCHEDULE 40 PV LE CONNECTION FLUORESCENT'LUMI AIRES SURFACE OR STEM HUNG WITH1. ,; , B. RIGID NONMETAW ( ) _ A. CONNECT SINGLE°CONNECTION LUMINAIRES SURFACE OR STEM HUNG, WITH TYPE T1 FN HEAT RESISTANT LUMINAIRE WIRE. CONNECT MUL11P N , 11 I NDICATED FOR THE BRANCH CIRCUIT. USE THE TYPE XHHW OR THHN CONDUCTOR FOR THE BRANCH �\ � ' I 1 ZE LI UIDTIGHT IN DAMP AND WET LOCATIONS. ., TYPE XHHW HEAT RESISTANT THERMOPLASTI C OR TYPE THHN HEAT RESISTANT THERMOPLASTIC WIRE OF A SIZE I O�\ 1, C. FLEXIBLE METAL CONDUIT SHALL BE USED FOR FINAL CONNECTIONS TO MOTORS, APPLIANCES AND VIBRATING EQUIPMENT. U11LI Q :$ C T WIREWAYS OR CHANNELS. �\ \, I CIRCUIT CONNECTION OF LUMINAIRES THROUGH FLUORESCENT l f �\. �. : i,.. x. \:...:::. APPROVED B AUTHORITY.I .I I � CIRCUIT DEVICE CONNECTIONS WHERE APPR Y LOCAL AUTH R _ ! D. MC CABLE MAY BE USED FOR BRANCH CIRC — FROM THE T—BAR TILE SUPPORT USING SEPARATE SUPPORTING WIRES AND CONNECT TO REMOTE MOUNTED 4 SQUARE \, O\ B. SUPPORT LUMINAIRES TO BE RECESSED IN READILY REMOVABLE TILE CEILINGS (LAY IN TYPE) \„ I. , » �.:. 11 11 CUIT CONDUCTORS.AND 12 GROUNDING CONDUCTOR BONDED BETWEEN THE CONDUIT SYSTEM AND THE LUMINAIRE. I JUNCTION BOXES WITH A LENGTH OF 3/8 FLEXIBLE CONDUIT AND #12 XHHW OR THHN BRANCH CIR # \\ I ` ' ; ` CONDUCTORS I "" —AWG ANDS LLER STRANDED FOR LARGER SIZES. C. UPON COMPLETION OF THE PROJECT AND JUST PRIOR TO DELIVERING THE PR OJECT TO THE OWNER CLEAN ALL LENSES REFLECTORS BAFFLES ETC. AND REMOVE, ALL TAGS AND LABELS WHICH AFFECT THE ' A. ALL CONDUCTORS SHALL BE COPPER, STRANDED OR SOLID IN TRADE SIZE 10 MA ' i APPEARANCE OR PERFORMANCE OF THE LUMINAIRE I AWG EEDER AND OR BRANCH CIRCUIT WIRING. I i I. B. EXCEPT WHERE OTHERWISE NOTED, CONDUCTORS SHALL NOT BE SMALLER THAN #14 FOR F / I f , ; 1 C. CONDUCTOR INSULATION SHALL GENERALLY BE THHN/THWN OR 1HWN OR XHHW EXCEPT WHERE OTHER INSULATION TYPES MAY BE REQUIRED TO MEET 11 SPECIFIC CODE OR SPECIFICATION REQUIREMENTS. I 1.I'llI » » S E UIRE D TO ES SHALL BE A DJUSTED A R F: D. BRANCH CIRCUIT HOME RUNS MAY BE GANGED TOGETHER AT CONTRACTORS OPTION. WHERE BRANCH CIRCUITS OR FEEDERS ARE GANGED TOGETHER, CONDUIT P.ND WIRE SIZ Q I I I MEET N.E.C. REQUIREMENTS. I11 OUTLET BOXES I f. I' �I ! I ? LL OUTLET BOXES EXTENSIONS AND COVER FRAMES SHALL BE GALVANIZED SHEET STEEL OR PLASTIC FOR CONCEALED LOCATIONS OR CAST METAL fOR EXPOSED LOCATIONS UNLESS OTHERWISE NOTED. BOXES11 , ! A. A ° I I HE INST D CONDUITS CONDUCTORS AND DEVICES. BOXES TO WHICH LUMINAIRES ARE INSTALLED SHALL HAVE STUDS AND STRAPS r I SHALL BE A MINIMUM OF 1-1/2 DEEP AND SHALL BE SIZED TO ACCOMMODATE T ALLE REQUIRED TO SUPPORT THE WEIGHT OF THE LUMINAIRES. ., I i� 1 I I . PULL AND JU NC11ON BOXES I I �. ( % A. PULL AND JUNCTION BOXES SHALL BE CONSTRUCTED OF CODE GAUGE GALVANIZED SHEET STEEL AND FITTED WITH SCREW COVERS HELD IN PLACE WITH ORROSION RESISTAN T MACHINE SCRE WS. . . eY , , I I B. BOX SIZES SHALL CONFORM TO THE SIZES REQUIRED BY NEC AND AS SPECIFIED HEREIN AND ON THE DRAWINGS. "'`N0. REVISION/ISSUE DATE 11 II 1- , tI I .:I i 1 I� ( I. 'I!; Cij� III j P I WIRING AND CONTROL DEVICES fl II , 4l k ii i� I 3' t , f - I.f � , 31 I r g I, I; , A. ALL DEVICES SHALL BE COMMERCIAL GRADE.THE PRODUCT OF ONE MANUFACTURER THROUGHOUT THE PROJECT EXCEPT AS OTHERWISE NOTED. p ;'s , IliES SHALL BE 20 AMPERE 120-277 VOLT, AC TOGGLE HANDLE, QUIET TYPE WITH SIDE OR BACK WIRING TERMINALS. SWITCHES SHALT_ BE SINGLE OR MULTI—POLE AS INDICATED ON DRAWINGS. 1. ! !, id L I� „` I €; 1. WALL SWITCH , I E I : I I � 1 f I f { 1 2. DUPLEX RECEPTACLES SHALL BE STRAIGHT BLADE, 20 AMPERE 125 VOLT, AC, OF GROUNDING TYPE WITH SIDE OR BACK WIRING TERMINALS. . h ��' �I $, ? � ' , � iI I I ! I ;. 3. DEVICES COLORS SHALL MATCH EXISTING DEVICES. � I - f I. II � II ( CEPTACLE TYPE AND WIRING DEVICES. . � L ! I II I; h I I 4. REFER TO THE DRAWINGS FOR SPECIAL RE . _ ELECTRICAL , �1� I - I i� ­ I � i 1i , i s f i f c t "11 Ii I i ; i I I j I ` �a B. DEVICE PLATES SHALL BE SMOOTH PLASTIC, COLOR TO MATCH EXISTING UNLESS NOTED OTHERWISE FOR ALL FLUSH INSTALLED OUTLET BOXES. , � .� ;P �1 i SII I I S - i ' 11 � I I i II 'I I, 1, I !� ,i� ! , I I I I1� v . I i:I 11 �� i I I � iiLUMINAIRES I ,I , I � � � �� � i: 1 i � I , il { SPECIFICATIONS ;I I I I i �� ;l ,� � ! i � � �� I 4 .1-11 � I 'I ! I' C I .I :1 . i I , , (� 1 i A. FURNISH AND INSTALL ALL LUMINAIRES AS SHOWN ON THE DRAWINGS AND/OR SPECIFIED BY THE ARCHITECT. LUMINAIRES SUBMITTED FOR APPROVAL MUaT BE ACCOMPANIED BY COMPLETE PHOTOMETRIC DATA FOR I, € ARCHITECTS REVIEW. i I' € B. BALLASTS FOR FLUORESCENT LUMINAIRES SHALL BE HIGH POWER FACTOR, ETL, CBM AND ANSI CERTIFIED, CLASS P AND UL APPROVED. L I I s I I 11 I i' , I C. EMERGENCY BALLASTS SHALL BE BODINE #B 90, OR EQUAL. I I: ;! I LAMPS 411 1 I I I A. FURNISH AND INSTALL ONE COMPLETE SET OF LAMPS FOR ALL INSTALLED LUMINAIRES AS DESIGNATED IN THE LUMINAIRE SCHEDULE, ON THE DRAWINGS, OR SPECIFIED HEREIN. I 4� 1 I 11 I I I I I i" - , ! OF WA TTAGE INDICATED r 1. INCANDESCENT LAMPS SHALL BE RA TED 130 VOLTS AND , 2. FLUORESCENT LAMPS SHALL BE OF WATTAGE AS INDICATED IN THE LIGHTING FIXTURE SCHEDULE. PERMIT D 0 C U M E N TS �I, !' i I 3 ,I I � ' � ' OO130815a D.H. AS SHOWN 11-04-13 I ; es PROJ. N0. DWN BY SCALE DATE I Dawd Hunter & Associat Inc.n i `I i1% � 1 ; ���� 12291 Sumter Square Drive West - 11 I {{ ; -� Jacksonville, Florida 32218 °i' �,�� - + ` Tel: 904.662.2445 , : �- - x ` 4, s — Fax: 904.751.1205 t�!- `� f ; f ;' ,��I €I Il .' I i I , EB #00009882 DHA Number:D013O34 � � i ( II 11 ( f I I _00I I �-E - 2 �,; I — I . I . — tl� p4 . .. 1, I . I M[ I I t ' - ,� 11 I �, , k I.10 €I I+I k 1 _ �' Cf 6 3. Y ',v" I I - 11 I ° I g III @ i I I : I I I : I i � — , '. - 4 :° , 11 - I I,— �. � � , ! :,� "' I I f M ,,,, � I I ,il, I 11, �11, I I11 I i s I' I,:I , " `I3 ri ,ijIII r , � �� � , Is :'i l I a I , . ?, 1 9 1, ii i 13 o t �4 '+ {1 I . I _� E t'{{ p[pp!( p .1 v -1; I F .. . I rl i. flt t i 5 - - I y[ , "'! ;,�jj ,I _ 9 1 - Ill :.). { I. t I: I { I . r i , i. f , P - I3. jl II 1 .�II I I1{' I i, ".r 1. �t r�" I i� IIT 1, 4 - { :I ° I h I I' I I . — � f 4 ,i. i,. tI ! R, �'`. r ; . I � — � � .,, III s 31 ti I f .. � � , .. _ — — -- �, »"I'll 1 —„