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I ABBREVIATIONS LEGEND MATERIALS SYMBOLS LEGEND Fle' et Land 'ing �DRAWING INDEX 41 1,� i4ll I I l! l :� iJ E, L T _�T,_T- # SHEET TITLE ISSUE DATE REV # REV. DAT 11!��Iljtll( jll��lilllllll 1 1 t ABOREVIATIONS WHEN USED IN COMPOSITION MAY INCLUDE PERIODS FOR CLARIFICATION BUILDING SECTION TARGETS PARTITION TARGETS SHEET NUMBER 77 SECTION DESIGNATION COMPACTED SIC PLYWOOD A, 100 Port - Cochere )IL AB ANCHOR BOLT E EAST M METER T TREAD A ACOUS ACOUSTICAL I I i � l .1 �-7 - -000 COVER SHEET-. J, EA EACH MACH MACHINE T/ TOP OF C-001 IND 3BREVIATIONS & CODE DATA ACT ACOUSTICAL CEILING TILE EL ELEVATION MAINT MAINTENANCE T&B TOP & BOTTOM 5 EX GENE L NOTES A AD AREA DRAIN ELAS ELASTOMERIC MAS MASONRY T&G TONGUE & GROOVE 5 ADH ADHESIVE A4. it I I I, r" I SPECIFICATIONS�: I'll ELEC ELECTRICAL MATL MATERIAL T.BD. TACK BOARD 1 C-002 It SHEET NUMBER 33 ADJ ADJUSTABLE ELEV ELEVATOR MAX MAXIMUM TEL TELEPHONE it 0-0 1 03 SPECIFICATIONS' AFF ABOVE FINISHED FLOOR EMER EMERGENCY M.BD. MARKER BOARD TEMP TEMPORARY 1111 1 I -r4-1 '4 AGG AGGREGATE MCB METAL CORNER BEAD DISCIPLINE LETTER \WING REVISION --6-004 SPECIFICATIONS ENCL ENCLOSURE THK THICK TURBED � Budding 4000 I UNDIS ;OIL PARTICLE BOARD 7 DR A/C AIR CONDITIONING ENGR ENGINEER MECH MECHANICAL TOILET TLT Y, It I l � !I A ALUM ALUMINUM ENT ENTRANCE MEMB MEMBRANE t TL TASKLIGHT ROOM NAMES AND NUMBERS ALT ALTERNATE EJ EXPANSION JOINT MEZZ MEZZANINE REVISION NUMBER ANOD ANODIZED ED ELECTRIC OUTLET MFR MANUFACTURER TOPO TOPOGRAPHY 5 5 LANDSCAPE T. STAT. THERMOSTAT Ji ANCH ANCHOR E. PNL. ELECTRICAL PANEL MH MANHOLE -OFFICE ROOM NAME "%,A4.3y t it it i , ,E I I I TV TELEVISION I HARDSCAPE PLA i lit CLIENT ANNUNC ANNUNCIATOR EQ EQUAL MIN MINIMUM LS-1 LANDSCAPE NS AP ACCESS PANEL TYP TYPICAL 000 ROOM NUMBER 4 EQUIP EQUIPMENT MISC MISCELLANEOUS SAND TRTD TREATED 4� ;j,.;' GYPSUM WALLBOARD APPROX APPROXIMATE EWC ELECTRIC WATER COOLER MM MILLIMETER TERR TERRAllO 00 SF - AREA ARCH ARCHITECTURAL ZSHEET NUMBER EXC EXCAVATION M.O. MASONRY OPENING Fleet Landing ASPH ASPHALT EXH EXHAUST MOV MOVABLE M - OCUPANCY WALL SECTION TARGETS ASST ASSISTANT EXIST EXISTING MTD MOUNTED LIC UNDER CABINET 1 Fleet Landing Blvd 00- FINISH SECTION DESIGNATION FENCING (WITH POSTS) AUTO AUTOMATIC EXP EXPANSION MTG MOUNTING UCL UNDER CABINET LIGHT EXPO EXPOSED MTL METAL Atlantic Beach, FL 32233 UNEXC UNEXCAVATED EXT EXTERIOR MUL MULLION B/ BOTTOM OF MDF MEDIUM DENSITY UNF UNFINISHED NORTH ARROW 4 U.N.O. UNLESS NOTED OTHERWISE BITUMINOUS PAVING WATERPROOF 4 INU BB BASEBOARD F/ FACE OF FIBERBOARD UR URINAL 4.33 ARCHITECTURAL BD BOARD FA FIRE ALARM UTIL UTILITY A-100 PROPOSED ARCHITECTURAL SITE PLAN ARCHITECT BITUM BITUMINOUS TB. FABRIC N NORTH -200 PR BLDG BUILDING SHEET NUMBER FLOOR SINK A OPOSED FLOOR PLAN F.C. FOOT CONTROL N.I.C. NOT IN CONTRACT VAC VACUUM BLK BLOCK FD FLOOR DRAIN NO NUMBER VB VINYL BASE A-201 PROPOSED REFLECTED ROOF PLAN AND REFLECTED CEILING PLAN VIA Concepts, LLC BLKG BLOCKING FDN FOUNDATION NOM NOMINAL VCT VINYL COMPOSITION TILE F.S. tBM BEAM "NORTH A-300 PROPOSED ELEVATIONS F BMK. BENCH MARK FE FIRE EXTINGUISHER N.T.S. NOT TO SCALE VENT VENTILATION E] 1807 Third Street North -400 SECTIONS AND DETAILS RIGID INSULATION A Jacksonville Beach, FL 32250 FEC FIRE EXTINGUISHER CABINET VERT VERTICAL 41 CONCRETE BOT BOTTOM ' 4 DETAIL SECTION TARGETS FFL FINISHED FLOOR LEVEL OA OVERALL VEST VESTIBULE �4- GRAPHIC SCALE FLOOR DRAIN AA26001354 SECTION DESIGNAIION BRIG 0 8' 2' L BR BRICK BEARING FHC FIRE HOSE CABINET OC ON CENTER V.I.F. VERIFY IN FIELD FHVC FIRE HOSE VALVE CABINET O.D. OUTSIDE DIAMETER VOL VOLUME 4' BSMT BASEMENT F.D FHMS OFD OVERFLOW DRAIN VT VINYL TILE 4 B.T.B. BACK TO BACK FHR OFF OFFICE VWC VINYL WALL COVERING 4 A6.33 STRUCTURAL B.U.R. BUILT-UP ROOFING FIN FINISH OH OVERHEAD OVERFLOW DRAIN AND ROOF DRAIN FIXT FIXTURE OPNG OPENING W WEST CAB CABINET FLOOR BATT INSULATION FL OPP OPPOSITE W/ WITH I ngineering CB CATCH BASIN FLEX FLEXIBLE OPP. H. OPPOSITE HAND W/o WITHOUT SHEET NUMBER C.BD. FLUOR FLUORESCENT 1510-B Second Street South WB WOOD BASE tFPRF CEM CEMENT WC WATER CLOSET PARTIAL PLAN AND DETAIL TARGETS L Jacksonville Beach, FL 32250 OVERFLOW DRAIN CEMPLAS CEMENT PLASTER FRTW PA WD WOOD COLUMN SYMBOLS & ROOF DRAIN CG TREATED WOOD PAV PLAN OR DETAIL PE No. 58773 PAVING WF WIDE FLANGE Certificate a Authorization No. 26691 CIRC CIRCULATION FT FOOT (FEET) PC PRE-CAST WATER HEATER CENTER LINES DESIGNATION W.H. L CK CORK F.T.F. FACE TO FACE PF PANEL FABRIC W1 WROUGHTIRON CUT STONE CARPETING itCK. BD. FTG FOOTING PL PLATE WIN WINDOW ELECTRICAL F.T.R. FIN TUBE RADIATION P. LAM. PLAS11C LAMINATE 4 4 CL CENTER LINE WM WIRE MESH PLAS PLASTER CLEAR FURN FURNISH WORK POINT STRUCTURAL CLR WID itiltIFUR FURRING PLMB PLUMBING -21 CLG CEILING WPFG David Hunter & Associates, Inc. CLO CLOSET FUT FUTURE PLYWD PLYWOOD WAINSCOT S-100 FOUNDATION AND FLOOR PLAN WSCT PT PAINT WEIGHT FIRE HOSE CABINET CM CENTIMETER WT 1229 Sumter Square Drive West S-101 ROOF FRAMING PLAN CMT CERAMIC TILE PNL PANEL WELDED WIRE FABRIC (RECESSED AND SURFACE MOUNTED) GA GAUGE WWF CMTB CERAMIC TILE BASE POL POLISHED S-200 STRUCTURAL SECTIO Jacksonville, FL 32218 tGALV GALVANIZED POS POINT OF SALE CONCRETE RESILIENT FLOORING ULAR LABELS REPRESEN CIRC b-OuLl ULNLNAL tiINLIUIUHAL NUIE�i CMU CONCRETE MASONRY UNIT GEN GENERAL YD YARD MASONRY UNIT PE No. 53375 FHC CO CLEANOUT GFRC GLASS FIBER PR PAIR EXISTING COLUMNS Certificate of Authorization No. 9882 COL COLUMN PRJ PROJECT SHEET NUMBER PROP PROPERTY CONIC CONCRETE REINFORCED CONCRETE ZN. ZINC, GFRG GLASS FIBER 1 "A STARTS AT UPPER FIRE EXTINGUISHER CABINET PSF RIGHT CORNER EXTERIOR ELEVATION TARGETS (RECESSED AND SURFACE MOUNTED) tCONF CONFERENCE REINFORCED GYPSUM CONN CONNECTION PSI POUNDS PER SQUARE INCH itGL GLASS PTD PAINTED ELEVATION CONST CONSTRUCTION SYMBOLS DESIGNATION FE STRUCTURAL CLAY MINATE CONTR CONTRACTOR N -1 LIGHTING PLAN, LEGEND, AND NOTES C��FEC� ELECTRICAL GND GROUND PTN PARTITION VLt(ll(;AL CONT GPLAS GYPSUM PLASTER P.T.S. PNEUMATIC TUBE STATIO NUMBERS \\\\\\\ TILE UNIT MASONRY GR GRADE WALL-MOUNTED FIRE EXTINGUISHER E-2 ELECTRICAL SPECIFICATIONS COORD COORDINATE GT GREASE TRAP & AND 4 CORR tCORRIDOR 4 itGWB GYPSUM BOARD QT QUARRY TILE ANGLE -43 CPT CARPET QTY QUANTITY @ AT ci CONTROL JOINT FE X BY (LOWERCASE) CTR CENTER HB HOSE BIBB I R RISER SHEET NUMBER ROOF TOP UNIT CTSK COUNTERSUNK HC HOLLOW CORE RECEP RECEPTION -C CENTER LINE LEAD''LIN REFER TO MECHANICAL FOR TYPE CCTV CLOSED CIRCUIT TELEVISION STEEL HDWD HARDWOOD REINF REINFORCING CHANNEL ED tGYPSUM WALLBOARD LANDS CU CUBIC HDW HARDWARE R/W RIGHT-OF-WAY DEGREE CAPE CUST CUSTODIAN HM HOLLOW METAL RADIUS CW COLD WATER H.O. HOLD OPEN Brian Burke, L.A. RAD 0 DIAMETER INTERIOR ELEVATION TARGETS HORIZ HORIZONTAL RCP REFLECTED CEILING PLAN 0 . HEXAGONAL LABELS 4 D.BD. DISPLAY BOARD HP HIGH POINT # NUMBER 1015 Atlantic Blvd RD ELEVATION RB RUBBER BASE _d DOUBLE ANGLE DBL DOUBLE HR HOUR REPRESENT NEW COLUMNS RH RIGHT HAND,.,.,,-- �P PLATE DESIGNATION DEG Atlantic Beach, FL 32233 RECORD DRAWINGS DEGREE HT HEIGHT REC PLUS OR MINUS ALUMINUM GLAZING 1-A STARTS ATUPPER 3 A-501 1 DEMO DEMOLISH HTG HEATING REF REFERENCE License No. LA0001260 RIGHT CORNER DEPT DEPARTMENT HVAC HEATING, VENTILATING, T REFR REFRIGERATOR 2 The Contractor is responsible for providing" Record Drawings within two (2) weeks of completion OF DRINKING FOUNTAIN AIR CONDITIONING bt.' The Record Drawings wit! ii orate all changes that occurred during SHEET NUMBER of the prbje rp REINF REINFORCED ETT HW HOT WATER REQUIRED DIA DIAMETER REQD U c -ROM disk in AutoCAD format. In addition to the NUMBERS VERTICAL constr tion and will be provided on a CD DIAG DIAGONAL HYD HYDRANT RESIL RESILIENT CD-ROM disk, the :Contractor is-llr��eiquired to provide one complete set of reproducible drawings DIFF DIFFUSER REV REVISION- DIM DIMENSION ROOFING with all changes incorporated. All costs associated with this requirement should be included irl I.D. INSIDE DIAMETER RFG DISP DISPENSER ROOM ACOUSTICAL CEILING the Contractor IN INCH(ES) RM ORNAMENTAL METAL DIV DIVISION INCAND INCANDESCENT R.O. ROUGH OPENING BOARD D.J. DEFLECTION JOINT INCL INCLUDE(D) DN DOWN VERTICAL ELEVATION INSUL INSULATION SI TE LOCATOR D.O. INT INTERIOR S SOUTH D.P. DAMPPROOFING INTERM INTERMEDIATE SAN SANITARY DR DOOR LEVEL 1 INV. EL. INVERT ELEVATION SIC DS DOWNSPOUT .......... SCHED SCHEDULE EL. 0'-0" DTL DETAIL F ................. SEALANT AND SD SOAP DISPENSER D.W. DISTILLED WATER ...... ......... JAN JANITOR . ........... . .. ....... SECT SECTION FRAMING SPOT ELEVATION . ..... ..... ........ DWG DRAWING ............. ..... . . .................. ... . ..... ......... ic JANITOR'S CLOSET SECUR SECURITY EQUIPMENT DESIGNATION DWT DUMBWAITER JT JOINT SF SQUARE FOOT (FEET) LEVEL 2 itt -77777777777:: SGT STRUCTURAL GLAZED TILE 7777 -0 ... ....... SH SHELVES (SHELF) EL. 10 KD SHR SHOWER 46450A KO KNOCK OUT . ..... SHT. SHEET . ... .... WOOD B KIT KITCHEN Sim. SIMILAR LOCKING SPRAY-ON K.S. SK. SINK FIREPROOFING ............ EXISTING ELEVATION SID STANDPIPE ....... ... ............ L LEVEL SPEC SPECIFICATION LEVEL 1 i SPKR SPEAKER LAB LABORATORY TOILET ACCESSORY SYMBOL ........... .......... LAQ LACQUER tSQ SQUARE .......................... ........... ....... ......... LAM LAMINATE(D) S.SK SERVICE SINK EL. 10'-0" ......... ... ...... ............. ... LAUN LAUNDRY S.ST. STAINLESS STEEL ........... ....... ............ .................. ST STAIN FINISH WOODWORK MATCH LINE LAV LAVATORY ............ ........ LB(s) POUND(S) STA STATION MATCH LINE ........... STO STONE .......... LF LINEAR FOOT ....................... ............... ........ ............ .. ........ .......... ........... . ............ STL STEEL ...... WINDOW TYPE WINDOW TYPE SYMBOLS L.H LEFT HAND STC SOUND TRANSMISSION CLASS LKR LOCKER STD STANDARD SEE SHEET A2.10 LP LOW POINT T OR STORAGE tLT LIGHT ST itWHICH CONTIUNATION NO. REVISION/ISSUE DATE TRUCT STRUCTURAL ....... S ............. LT. WT. LIGHWEIGHT SUSP IS FOUND SV SHEET VINYL .. ............... . . ........... SWBD SWITCHBOARD PROPERTY LINE tEXTERIOR WINDOW TYPE ... .. ..... ............... . :: .... . ... ............. SYM SYMMETRICAL . ..... .... S/C FRAME TYPE INDEXWO tGLASS TYPE ............ .......... .............. INTERIOR WINDOW TYPE tENERAL NOTES/ GENERAL NOTES ABBREVIATIONS BUILDING CODE CLASSIFICATIONS PROJECT NOTES 2012 LIFE SAFETY CODE,NFPA 101 2010 FLORIDA BUILDING CODE t1. THIS PROJECT IS AN EXTERIOR ADDITION OF A NEW FREE-STANDING 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT 2. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE PROCEEDING WITH 4. REFER TO CERTIFIED MECHANICAL AND ELECTRICAL CONTRACTOR S DRAWINGS 7. WHETHER OR NOT EXPUCITLY INDICATED, ALL GLAZING SHALL BE SAFETY CODES AND ORDINANCES: GENERAL RHEAD CANOPY. OF WALLS IN THE SPACE. (450MM) OF THE FLOOR OR WffHIN 3'-0" (900MM) EXISTING BUILDING EXISTING BUILDING THE WORK. THE ARCHITECT SHALL BE NOTIFIED OF ANY CORRECTION. AND MANUFACTURER S TEMPLATE DRAWINGS FOR ALL MECHANICAL AND ELECTRICAL GLAZED WHEN WITHIN 18 EQUIPMENT SUPPORTS, BOLT SETTING TEMPLATES, ISOLATIONS, SPRING ISOLATION, HORIZONTAL DISTANCE FROM ANY DOOR. A CERTIFICATE MUST ACCOMPANY ALL CONSTRUCTION CONSTRUCTION 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF 4. CONTRACTOR SHALL FAMIUARIZE HIMSELF WITH THE EXISTING STRUCTURE 3. DOOR OPENINGS ARE GENERALLY DIMENSIONED TO CENTERUNE OF OPENING. ETC., NOT SHOWN ON THE DRAWINGS. A. FLORIDA BUILDING CODE RESIDENTIAL, 2010 EDITION GLAZING PRODUCTS STATING THAT THE PRODUCTS CONFORM WITH APPLICABLE THE APPLICABLE CODES. ENGINEERING SHALL CONFORM WITH ALL APPLICABLE TO ENSURE THAT THE DEMOLITION OF EXISTING INTERIOR WALLS WILL NOT AFFECT DOOR OPENINGS THAT ARE NOT DIMENSIONALLY LOCATED ARE TO BE CENTERED WITH SUPPLEMENTS SAFETY STANDARDS. MUNICIPAL, STATE AND FEDERAL REGULATIONS HAVING JURISDICTION INCWDING ANY OF THE EXISTING AREA STRUCTURALLY PRIOR TO DEMOLISHING. BETWEEN WALLS OR POSITIONED WITH ONE JAMB AGAINST AN ADJACENT WALL OR 5. E OVIDED AS SHOWN AND WHEREVER AIR DUCTS PRINCIPAL EXISTING RE TO AUXILIARY STRUCTURE TO ACCESSIBILITY STANDARDS AND ADA REQUIREMENTS. THE CONTRACTOR SHALL CONTACT THE DESIGN PROFESSIONAL IF HE OR SHE HAS COLUMN AS SHOWN ON THE PLANS MD/OR DETERMINED FOR THE DETAILS. PENETRATE FIRE-RATED WALLS'OR COUNGS. FIRE DAMPERS SHALL BE FIRE 8. ALL EXTERIOR HANDRAILS AND EXTERIOR EXPOSED METAL SHALL BE R-2 H. NATIONAL ELECTRICAL CODE, 2011 EDITION RESIDENTIAL GALVANIZED AND PAINTED UNLESS NOTED OTHERWISE. i ANY QUESTIONS OR CONCERNS ON ANY OF THE DEMOLITIONS ITEMS SHOWN ON DEPARTMENT USTED AND APPROVED. CLASSIFICATION EXISTING MULTIFAMILY EXISTING MULTIFAMILY THE DOCUMENTS. 4. WHEN UNDIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR RESIDENTIAL RESIDENTIAL C. STANDARD PLUMBING CODE, 2006 EDITION OPENINGS, THE DOOR WIDTH AND DOOR FRAME DIETAILS DETERMINE THE LOCATION 9. ALL MECHANICAL AND ELECTRICAL EQUIPMENT, LOUVERS, EXPOSED PIPING, 1. GENERAL NOTES 5. DO NOT SCALE THE DRAWINGS. THE DRAWINGS ARE NOT NECESSARILY TO OF ADJACENT WALLS AND FRAMES. IV. MISCELLANEOUS NOTES CONDUITS, ETC. SHALL BE FINISHED WITH INDUSTRIAL ENAMEL PAINT AND COLOR TYPE OF TYPE V-B -B TION TYPE V D. LIFE SAFETY CODE (NFPA 101) 2012 EDI SCALE. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE CTED. Non-Sprinklered 1. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED THAT INFORMATION JOB SITE PRIOR TO THE START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, 5. REFER TO 1/4" (1:50) SCALE PLANS FOR DIMENSIONS OF MAJOR STAIRS, I ICONSTRUCTION Non-Sprinklered THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE COMMENCING THE 10. ALL RECESSED CABINIETS, PANELS, BOXES LOCATED IN FIRE- RATED WALLS I. ALL BASE BUILDING INTERIOR PARTITIONS SHALL WITHSTAND MINIMUM INWARD E. FLORIDA STATUTE BUILDING CONSTRUCION O PERTINENT TO THEIR WORK MAY OCCUR IN OTHER PORTIONS OF THE CONTRACT TOILETS AND ELEVATOR SHAFTS UNLESS OTHERWISE SHOWN. WORK. EXPLICIT DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. AND OUTWARD ACTING FIR SHALL BE INSTALLED TO MAINTAIN THE FIRE-RATED CONSTRUCTION. STANDARDS, CHAPTER 553 (INCLUDING ANSI DOCUMENTS. REFER TO CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. ALL -STANDING CANOPY STRUCTURE WITH NO PHYSICAL CONNECTION TO SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER AN 6. ALL DIMENSIONS SHALL BE VERIFIED AND COORDINATED WITH ALL OF THE THIS IS A FREE PERMIT DOC ME NOTES ARE TO BE REVIEWED AND APPUED TO RELATED BUILDING COMPO ULAR BREAKDOWN: NENTS. 6. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN. WHERE WORK OF ALL TRADES. 2. ALL DISSIMILAR METALS' 11. IT MATERIALS COMPLYING WITH APPLICABLE FLAME SPREAD AND SMOKE DEVELOPMENT F. FLORIDA FIRE PREVENTION CODE, 2010 EDITION SPECIFIC DIMENSIONS, DErAJLS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT TO AVOID MOLEC THE EXISTING RESIDENTIAL BUILDING 4000 OR OTHER STRUCTURES. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. tSHEETS ARE TO BE REVI NE SHEET ARE TO BE APPLIED RATING REQUIREMENTS. ALL WOOD USED IN BACKING AND BLOCKING SHALL BE FIRE 3. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS ON RELATED DRAWINGS AND DEIAILS. RETARDANT TREATED. 111. MECHANICAL AND ELECTRICAL AREAS REQUIRED FOR MECHANICAL EQUIPMENT. ALL ACCESS PANELS SHAL1 BE CONCEALED 7. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCREFE, UNLESS OTHERWISE NOTED. EEDING. AND LOCATIONS SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO PROCI 2. THE STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS ARE NSHO V 11 /04 13 12. EMERGENCY LIGHTING SHALL BE PROVIDED SO AS TO GIVE A VALUE OF Z OF EQUAL IMPORTANCE WITH THE ARCHITECTURAL DRAWINGS IN DEFINING THE 1. ALL WALLS BETWEEN MECHANICAL OR ELECTRICAL SPACES AND TENANT SC ONE FOOT CANDLE, MINIMUM, AT FLOOR LEVEL IN ALL EXIT CORRIDORS AND STAIR ONING 4. WHERE DISCREPANCIES EXIST BETWEEN THE DRAWINGS OF THE VARIOUS PROJ. NO. DWN BY 8. ANY DETAILS, SYSTEMS, MATERIALS, (I.E. ARCHITECTURAL, STRUCTURAL, [DATE WORK OF THE CONTRACT DOCUMENTS. IT SHALL BE THE RESPONSIBILITY OF THE SPACES SHALL BE ACOUSTICALLY ISOLATED FROM THE TENANT SPACES AND SHALL SHAFTS. TRADES, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH WORK. MECHANICAL, ETC.) WHICH ARE PROPOSED TO BE CHANGED MUST FIRST BE MAINTAIN A MINIMUM STC RATING OF 52. itCONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTAL REVIEWED BY THE OWNER, ARCHITECT AND GENERAL CONTRACTOR PRIOR TO THE LATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. SHOULD THERE 13. ALL HORIZONTAL SURFACES TO SLOPE AWAY FROM BUILDING 1/4- PE 5. F ALL CEIUNG ELEMENTS WITH MECHANICAL, (MIN.) CONCRETE SLAB AT EXTERIOR MECHANICAL/ELECTRICAL BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE ENGINEERING PREPARATION OF SHOP DRAWINGS. 2. PROVIDE A 4 MIN. ELECTRICAL AND INSTALLER. WHERE DISCREPANCIES EX19 BETWEEN DRAWINGS AND DRAWINGS THAT WOULD CAUSE AN AWKWARD OR IMPROPER INSTALLATION, IT SHALL AREAS UNLESS NOTED OTHERWISE. ZONING PER CODE OF ORDINANCES-CITY OF ATLANTIC BEACH, FLORIDA INSTALLATION, REVIEW WITH ARCHITECT PRIOR TO PROCEEDING. 0 THE ARCHITECTS ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION OF SAD WORK. ANY WORK INSTALLED IN CONFLICT WITH THE 14. BUILDING MAINTENANCE IN ACCORDANCE WITH ALL APPUCABLE CODES.11. DIMENSIONING G- 001 itARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS 3. CENERAL CONTRACTOR TO COORDINATE ALL MECHANICAL AND ELECTRICAL 6. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL STIFFENERS, BRACING, itFLOOR, ROOF AND WALL SLEEVES AND ALL MECHANICAL SHAFTS WITH MECHANICAL, BACKING PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE PROPER 15. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING FURNITURE EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT. 1. PARTITIONS ARE DIMENSIONED TO THE EDGE OF THE WALL FRAMING UNLESS AND FINIISHES OVER THE DURATION OF THE PROJECT. PROPER CARE OF EXISTING ? PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL AND ARCHITECTURAL INSTALLATION OF ALL CASEWORK, TOILET ROOM ACCESSORIES AND TOILET PARTITIONS NOTED OTHERWISE. DRAWINGS. AS WELL AS ALL WALL-MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL AND/OR FINISHES AND FURNITURE SHALL BE EXERCISED DURING DEMOLITION AND CONSTRUCTION OF THE PROJECT.MISCELLANEOUS EQUIPM ET NOTED. "SHEET NUM[ L t tit t it,i `5 `�; Subm�f ittal Procedures i- it ive Demolition Cont' d -leet Landing 01330 Field Engineering 01732 Select Project Specifications 01050 1 sed revisions to details', systems, and/or materials prior to, and separate fr" th0-Shop Drawing C. Utility Requirements: Locate, identify, disconnect, and seal/cap indicated utilities serving areas to be selectively demoiished. Project Specifications consist of technical and administrative requirements for the project and are divided int om . 11 1. Owner will arrange to shut off indicated utilities when requested by Contractor. 1.1 Submit propo PART 1 GENERAL 0 c 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 1.2 Submit photos documenting existing conditions where Work is to be undertaken prior to'th6'start of, and at 1.1 SUMMARY provide temporary utilities that bypass area of selective demolition and that maintain continuity of service to other ports of Port - Cochere 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 specifles administrative and procedural requirements for field engineering services, including, but not the com building. pletion of,'demolition operations. numbered 3.1, 3.2, 3.3, etc.). Division 0 and 1 provisions apply to all work for the project. 'iy' ith each pay necessarily limited to, the following: _11.3 Submit update s^.hedule, update ir, accordance with Owner s Requirements, and submit schedule,, 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. conduit after bypassing. application. :V" 2. Building survey dimensional, alignment and elevation control. D. Utilit Requirements: Do not start selective demolition work until utility disconnecting and sealing have been completed and T 1.4 Submit samples and'shop drawings allowing adequate time for review, approval, and, pr6curemerif," y V o 6 ild" g 4000 1.5 Submit for a verified in writing. pproval �all submittals listed in individual sections with'*the following number, _,cct Shop ll� u i n 1.2 SUBMITTALS 0 00100 Bidding Requirements prodi drawings, reviewed and annotated by the Contractor, 3 copies. plus PDF file, 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; waqo cls, other submittals, 3 copies. elevation of improvements comply with the Contract Documents. A. Dangerous Materials: Drain, purge, or otherwise remove, collect, and dispose of chemicals, gases, explosives, aci 1.1 A Prebid Meeting will be held at the Project Site on date and time to be verified by Owner. Attendance by all B. Project Record Documents: Submit a record of work performed and record survey data as required under provisions of flammables, grease ducts/fans or other dangerous materials before proceeding with selective demolition operations. Include details of construction and adjacent construction in shop drawings matiri�161fr m approved Special Provision Nil Shop Drawings and Samples and Special Provision Nil Record Drawings. B. Site Access and Temporary Controls: Conduct selective demolition and debris removal 1.6 Bidders is mandatory. Fabricate shop drawings only. operations to ensure minimum interference with adjacent occupied and used facilities. CLIENT J 1.3 QUALITY ASSURANCE 1. Do not close or obstruct adjacent occupied or used facilities without permission from Owner and authorities having 1.2 Submit Bids to Owner as per bid requirements. The location for receipt of bids is 1 Fleet Landing Blvd, A. Surveyor: Engage a Registered Land Surveyor, registered in the State of Florida, jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. tili'o, Atlantic Beach, FL 32233. f, to perform land surveying services required. 2. Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, where required by Fleet Landing Product R :)ments 01600 equire authorities having jurisdiction. 1 Fleet Landing Blvd 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. clearly identified. ag, 1.1 Inspect substrates and report unsatisfactory conditions in writing. C. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and dam e to Atlantic Beach, FL 32233 71 TION 1�'d PART 3 - EXECU 4 1.2 Do not proceed until unsatisfactory conditions have been corrected. adjacent buildings and facilities to remain. d 1.3 Submit Bids on Contractor's own form only if a required form is not provided by Owner. i-;sizes-'with true 1.3 Take field measurements prior to fabrication where practical. Form to required shapes'dnd 1. Provide protection to ensure safe passage of people around selective demolition area and to/from building. L �J , 1.4 For4e Bid to be considered valid, it must be signed by an Officer of the Company submitting the Bid. ARCHrrECT 1.4 Install manufactured items, materials and equipment in accordance with the approved shbm d 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 itto Is', n "ithin' the manufacturer's recommendations, unless superceded by installation requirements conia ine w TION 3.1 EXAMINA edges, lines and angles. Provide inserts and templates as needed for work of other iradei A. The Owner will identify existing control points. 3.4 POLLUTION CONTROLS to layout the work. Locate and protect existing benchmarks and control points. Preserve permanent reference points during -protection regulations. 1.5 Submit a Bid Bond with the Bid covering the full value of the Work. with governing environmental individual Specification Sections. In the event of a conflict,,t more stringent requirem'�4-'shall apply. construction. 1. Do not use water when it may damage existing construction or create hazardous or objectionable conditions, such asvice, VIA Concepts, LLC 1.5 Install materials in proper relation with adjacent construction and with proper appearancl 1. Do not change or relocate benchmarks or control points without prior written approval. Promptly report lost or destroyed 1.6 The Owner reserves the right to accept any Bid in whole, or with conditions mutually agreeable to the Owner i flooding, and pollution. 1.6 Restore units damaged during installation. Replace units which cannot be restored 0 'a I at n reference points, or requirements to relocate reference points because of necessary changes in grades or locations. 1807 Third Street North tiond expense to B. Disposal: Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. and Bidder. The Owner also reserves the right to reject Bids in their entirety for budgetary reasons or the Owner. 2. Promptly replace lost or destroyed project control points. Base replacements on the original survey control points. 1. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a irregularities in the Bidding process. C. Establish and maintain a minimum of 2 permanent benchmarks on the site, referenced to data established by survey Jacksonville Beach, FL 32250 1.7 Refer to additional installation requirements and tolerances specified under individual specification"sections. controlled descent. M26W1354 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 as existing are not guaranteed. Before beginning site work, investigate and verify the existence and location of underground STRUCTURAL 00700 Contract 3.5 SELECTIVE DEMOUllON 01045 Cutting and Patching 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 1. 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 1.1 The Conditions of the Contract for Construction are the Amil Institute of Architects (Al Document water service piping. 2. Prior to construction, verify the location and depths of all existing utilities including revenue control, 1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations SPART 1 GENERAL A107-1997 Edition, as amended by Section 00800, the Supplementary Conditions of the Contract for Construction. power, natural gas, fueling systems, 1510-B Second Street South above each floor or tier before disturbing supporting members on the next lower level. AIA Document A107 is hereby incorporated by reference. In the event that the Owner and the Contractor execute communications, etc. 1.1 SUMMARY 2. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and Jacksonville Beach, FL 32250 a contract not in this form, all the terms contained in the AIA Documents A107, and in Section 00800 remain in pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable PE No. 58773 u e ec un ess sped ica y mo i ie or nu i e e a erna ve agreemen e ini ion: u ing an pa c ing inc u es cu ing in a exis ing cons ruc ion o provi e r e ins a a ion or per orma fire-suppression devices during flame-cutting operations, cote a Authorization No. 26691 of other work and subsequent fitting and patching required to restore surfaces to their original condi0on., 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 unco'vef work for access or inspection, to obtain construction and elsewhere as needed to properly locate each element of the Pro ct. Calculate and measure required IIf4. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site, samples for testing, to permit alterations to be performed or for other slithilar purposes. dimensions within indicated or recognized tolerances. Do not scale Drawings to determine dimensions. 5. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground ELECTRICAL If0 1. Advise entities engaged in construction activities, of marked lines and levels provided for their use. 2. Cutting and patching performed during the manufacture of products, or during the initial fabricati erection or installation impact or dust generation. processes is not considered to be "cutting and patching" under this definition. Drilling of 00800 Supplemental Conditions holes to install 1asteners, sleeving 2. As construction proceeds, check every major element for line, level and plumb. 6. Dispose of demolished items and materials promptly. 'David Hunter & Associates, Inc. 3. Maintain marked lines and levels as provided at all times. 7. Return elements of construction and surfaces that are to remain to condition existing before selective demolition and similar operations are also not considered to be "cutting and patching." B. Refer to other sections for specific requirements and limitations applicable-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. 1229 Sumter Square Drive West operations began. Provide approved concrete patch at damaged areas disturbed during demolition. 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 Arch itect-Engin eer when deviations that exceed indicated B. Removed and Salvaged Items: Comply with the following: Jacksonville, 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 work requiring field engineering services, prepare a 1.2 SUBMITTALS 2. Pack or crate items after cleaning. Identify contents of containers. Certificate of Authorization No. 9882 1.2 Add as Provision 4.1.5: Provide a lien waiver for the total value of the Contract upon approval of the final 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. 3. Store items in a secure area until delivery to Owner. i� f lay out site improvements, including pavements, curbing, stakes for grading, fill, base and submit a proposal describing procedures for this work a minimum of 15 working days in advance of the time cutting alid Payment Application. The final payment will be made after work is complete and waiver is executed, including C. Site Improvements: Locate and 4. Transport items to Owner's storage area designated by Owner. fsub-base, and topsoil pla 1. Describe the exten: of cutting and patching required it is to be performed; indicate why it cannot be avoidl D. Building Lines and Levels: Locate and lay out batter boards for structures, C. Existing :ems to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. building foundations, column grids and locations, floor levels and control lines and levels required for mechanical and electrical 2. Describe anticipated results in terms of changes to existing constructill include changes to structural elements and 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 significant 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, oncrete between saw cuts. 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. 5. 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 E. Masonry Demolish in small sections. Cut masonry at junctures with construction to remain, using power-driven saw, then 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 remove masonry between saw cuts. execution of an Electronic File Transfer Agreement. The cost per Electronic Sheet File is S975. 1.4 Add to Provision 6.5: The Contractor ni purchase electronic drawing files. Files will be released upon using power-driven saw, then remove c 1, 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 prior to the start of Work. Identify areas that appear 7. Approval by the Arch itect-Engineer to proceed with cutting and patching does not waive any rights to later require offiicial "site survey." 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 con'struction caused by selective demolition operations. those areas to JEA for resolution prior to proceeding with the Work. B. Patching: Comply with Section 01045,�utting and Patching. I1.3 QUALITY ASSURANCE C. Repairs: Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials. A. Requirements for Structural Work: Do not cut and patch structural elements in a manner that would reduce heir 1. Completely fill holes and depressions in existing masonry walls that are to remain with an approved masonry patching 'ih"w(iting with sufficient time for review, -carrying capacity or load-deflection ratio. 1.6 Add as Provision 8.3.5: Provide materials and equipment consistent with the requirements of the Documents. Selective Demolition 0 load 11732 1015 Atlantic Blvd Submit requests for substitution of materiials and equipment to Owner al applied according to manufacturer's written recommendations. materi -Engineer before cutting and patching any structural elements including' but hot limited to, 1. Obtain approval of the Architect response, coordination and procurement prior to the scheduled installation and project completion date. Atlantic Beach, FL 32233 D. Finishes: Restore exposed finishes of patched areas and extend restoration into adjoining construction in a manner that tthe following: PART1 GENERAL eliminates evidence of patching and refinishing.,,,� License No. LA0001260 a. Foundation construction. 1.7 Add as Provision 8.3.6: Where materials are applied to, or are in direct.,contact with Work installed by b. Bearing and retaining walls. another Subcontractor, commencement of Work implies acceptance of the_sul:�trbtel suitable for the application 1.1 RELATED DOCUMENTS 3.7 DISPOSAL OF DEMOLISHED MATERIAff c. Structural concrete. 'dispose of,demolished materials. Do not allow demolished materials to accumulate on-site. A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 intended. A. General: Prompl d. Structural steel. through 16 Specification Sections, apply to this Section. B. Burning: Do not bum demolished materials. e. Lintels. C. D 1.8 Add as Provision 8.7.3: Submit Shop Drawings as required by the Specifications, the Owner, or as necessary isposal: Transport demolished materials off Owner's property and legally dispose of them. 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. 2. Demolition and removal of selected site elements. before start of Work. j. Equipment supports. 3. Repair procedures for selective demolition operations. 02281 Soil Treatment for Termite Control P IV il 1. Demolition and removal of selected portions of a building or structure. 1.9 Add as Provision 8.8.1: Obtain permission from, and coordinate Work with the Owner and Property Manager i. Exterior curtain wall construction. k. Shoring, bracing and sheeting. 1. Street paving. 1.3 DEFINITIONS t11.10 Add as Provision 8.8.2: Comply with Owner's or Property Manager's construction guidelines and procedures. PART 1 GENERAL fa ei s a e . 1.11 Add as Provision 8.12.1: Allow access to the Project Site by the Owner, Architect, the Owner's Testing 1.1 SUMMARY' tiat would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased 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. fC. 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 and 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 1.2 SUBMITTALS on including, but not limited to, the following: 1.12 Add as Provision 13.4: Provide a Construction schedule prior to the start of Work. Update the s(Aiedule ved, removed and salvaged, or removed and reinstalled. remo a. Primary operational systems and equipment, A. Submit copies of manufacturer's technical data and application instructions, and pest control warranty. a regular basis. b. Air or smoke barriers. 1.4 MATERIALS OWNERSHIP 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. 1.3 QUALITY ASSURANCE A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Owner's d. Membranes and flashings. Architect in w6ting before proceeding with Work. A. Comply with manufacturer's instructions and recommendations for the work including 1 property, demolished materials shall become Contractor's property and shall be removed from Project site. e. Fire protection systems. preparation of substrate and application and with Florida Pest Control Act Number 482. f. Noise and Vibration control elements and systems. B. Soil Treatment shall be performed by applicator licensed by the Florida Department of Health and Rehabilitative Services. 1.14 Add as Provision 20.2: Provide a Performance and Payment Bond covering the full value of the Work. 1.5 QUALITY ASSURANCE g. Control systems. 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 with hauling and disposal regulations of authorities having jurisdiction. i. Conveying systems. Ih. Communication systems. B. Standards: Comply with ANSI A10.6 and NFPA 241. treatment is in progress to assure compliance with the Florida Pest Control Act. j. Electrical wiring systems. 1.3 JOB CONDITIONS iffapply soil treatment solution until excavating, filling and grading operations are completed, except as otherwise k. Piping, ductwork, vessels and equipment. C. Establish methods and procedures related to selective demolition including, but not limited to, the following: A. Do not 1. Inspect condition of construction to be selectively demolished. required in construction operations. 2. Review and finalize selective demolition schedule and verify availcbility of materials, demolition personnel, equipment, and C. Visual Requirements: Do not cut and patch construction exposed on the exterior or in occupied spaces, in a manner that B. To insure penetra ion, do not apply soil treatment to frozen or excessively wet soils or during inclement weather. Comply t 01000 General Requirements facilities needed to make progress and avoid delays. ould, 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 s oil toxicant manufacturer. w 3. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations. tEngineer, at no Remove and replace work cut and patched in a visually unsatisfactory manper, as judged by the Architect additional cost to the Owner. 1.4 WARRANTY 1.1 The Project consists of: installing flashing, repairing damage to stucco elements, cleaning & repainting 1.6 PROJECT CONDITIONS NO. REVISION/ISSUE DATE 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 PART 2 - PRODUCTS termites and, that if subterranean termite activity is discovered during the warranty period, the soil will be retreated and activities that will affect Owner's operations. damage caused by termite infestation will be repaired or replaced without cost to Owner up to $50,000 in value. Warranty 1.1a. Contractor shall coordinate work schedule, as well as the following issues with the owner: 2.1 MATERIALS B. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. shall be for a period of five years from date of treatment, signed by the pest control firm that performed the treatment. -Enginee 'dse materials that are identical to existing 1. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from A. Except as otherwise indicated, or as directed by the Architect tifthorities having jurisdiction. 1.2 Requirements for Sequence of Work, Phasing, and Occupancy: materials. If identical ma erials 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. fmatch 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. A. Use an emulsible concentrate insecticide for dilution with water, specially formulated to prevent infestation by termites. Fuel 1. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and PART 3 - EXECU11ON 1.4 Existing Site Conditions and Restrictions: 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 label direc tons, 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. solution may be used as recommended by the pest control firm and is acceptable to local governing authorities. Use only u 3.1 INSPECTION PECIFICATIONS tractor's Use of Premises and Adjacent Facilities: 1.5 Con 21 11, t i; ;, F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective A. Before cutting existing surfaces, examine surfaces to be cut and patched and conditions under which cutting and patching soil treatment solution that is not injurious to planting. demolition operations. is to be performed. Take corrective action before proceeding, if unsafe or unsatisfactory conditions are encountered. f1.6 Special Mock-Ups: 1. Before the start of cutting work, meet at the work site with all parties involved in cutting and patching, including 1. Maintain fire-protection facilities in service during selective demolition operations. PART 3 - EXECUTION tmechanical and electrical trades. Review areas of potential interference and conflict between the various trades. Coordinate 1.7 Related Future Work: layout of the work and resolve potential conflicts before proceeding with the work. PART 2 PRODUCTS 3.1 EXAMINATION xamine e areas an con i ions un er w c so rea men or erm e con ro is a e ins a e an correc 2.1 REPAIR MATERIALS 1.8 Reference Drawings and Reports: 3.2 PREPARATION A. Where damage occurs to areas of the site outside the demoliton scope, use repair materials identical to existing materials. unsatisfactory conditions before proceeding w th the work. fA. Temporary Support: To prevent failure, provide temporary support of work o be cut. 1. If identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing TION 1.9 Owner's Building Standards: B. Protection: Protect existing construction during cutting and patching to Orevent damage. Provide protection from adverse 3.2 SURFACE PREPARA f 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. Inspect all readily visible areas. Readily visible soil to be treated, except previously compacted areas under slabs and foundations. Toxicants may be applied before B. Comply with material and installation requirements specified in individual Specification Sections. 1.10 Field verify existing conditions prior to submission of Bids. t3.3 PERFORMANCE placement of compacted fill under slabs, if recommended by toxicant manufacturer. areas include spaces above accessible ceilings. 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 ations and in accordance with label directions: 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 solution in the following I.oc 3.1 EXAMINATION Mere possible review proposed procedures with the original installer, comply with the original installill ecommendations. 1. Slabs-on-Grade: Apply as an overall treatment under slabs-on-grade within the building lines, and under attached slabs. 1.12 Unless scheduled at the end of this Section, materiials to be supplied by the Owner, but purchased and A. Verify that utilities have been disconnected and capped. installed as Work of this package, are to be verified by the Contractor prior to the submission of bids. UMENTS 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. B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. PERMIT DOC ftchopping. Cut through concrete and masonry using a cutting machine such as a carborundum saw or core drill to ensure a 3. Walls: Apply along both sides of foundation walls, cross walls, and grade beams, at the depths specified on the label. C. Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged. neat hole. c e ue a ems no upp 2. Cut holes and slots neatly to size required with minimum disturbance of-adjacent work. To avoid ing 'existing finished isce aneous: ppy imme a ey eow expansion joints, control joints and all areas where slab will be penetrated by e e on rac or: of conflict. Promptly submit a written to Architect. n ture and exten gs encountered, investigate and mea�ure th. Prepurchased and Preordered Items: N/A surfaces, cut or drill from the exposed or finished side into concealed surfaces. Temporarily cover oren(rnr 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-Furnished and Owner-Installed Items: N/A 3. Comply with requirements of other applicable sections where cutting and patching requires excavating and backfillin SHOWN 9. 00 13081 5d AS rtion of structure or adjacent structures during selective demolition operations. 4. Bypass utility services such as pipe and conduit, before cutting, where such utility services are shown or required to he 3.4 DRYING PERIOD Owner-Furnished and Contractor-installed Items: N/A F. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. PROJ. NO. DWN BY /Sl D E yp S. removed, relocated or abandoned. Cut off conduit and pipe in walls or partitions to be removed. After b 'll and cutting, A. Allow not less than 12 hours for drying after application, before beginning concrete placement or construction activities. cap, valve or plug and seal tight remaining portion of pipe and conduit to prevent entrance of moisture or other foreign matter. 3.5 SIGNS 3.2 UTILITY SERVICES A. Existing Utilities: Maintain services indicated to remain and protect them against damage during selective demolition IC. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances. A. Post signs in the areas of application warning workers that soil poisoning has been applied. Remove signs when areas ore 1. Inspect and test patched areas to demonstrate integrity of the installatiorL. operations. covered by other construction. B. Do not interrupt existing utilities serving occupied or operating facilities unless authorized in writing by Owner and f 2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a monrier G- 002 authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to Owner and t3 that will eliminate evidence of patching and refinishing. .6 RETREATMENT OF DISTURBED AREAS to authorities having 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. t _m7 3,4 CLEANING application. tA. Thoroughly dean areas and spaces where cilittinq and patching is pprforni or ijqpd cis (irrpss, Remove completely pall mnrfnr ri ri rind ifpmq nf*.qinnl1lnr nintijil Thr�rrijl rlpnn nirt rrIndijif rind innilar fPnfijrPq'hPfnr0 Dnonfina or f q, !V 'p it if,i, I�f �i d'i "Illit, It lit : I I liAl 11 [ I ; I I I I I , R 1 , It I 41 ILI, it Fiberglass- Asphalt Shingles Cont' d 07310 05500 Metal Fabrication 07310 Fiberglass- Asphal-t Shingl,&S 07321 Concrete Roof Tile Cont' d Fleet Landing li-lf, '' ,I: if PART 1 GENERAL 1.1 Provide metal fab6cations including: 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 Manufacturees 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 Handrails and railings. A. Fiberglass-asphalt roofing shingles. conflict, the more stringent requirements shall take precedence. conditions. if 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 C. Metal flashing associated with shingle roofing. bundles), and by taking extra precautions in temperatures below 40 degrees F. GENERAL Loose bearing and leveling plates. 3.3 INSTALLATION Loose steel lintels. D. Attic ventilation. 3. Handle carefully in hot weather to avoid scuffing the surfacing, or damaging the shingle edges. A. Install in accordance with manufacturer's instructions and the following: B. Placement and Nailing: hi 1. For maximum wind resistance along rakes & eaves, install any starter strip containing sealant or cement shingles to underlayment and 1. ICBO ESR-2015P Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions. Prefabricated building columns. 1.02 RELATED SECTIONS A. Section 06100 - Rough Carpentry. Framing, wood decking, and roof sheathing. each other in a e width of asphalt plastic roof cement. J it i I I i % . � � Building 4000 B. Section 07620 - Sheet Metal Flashing and Trim: Sheet metal flashing not associated 2. TRI/WSRCA Standard Installation Guides for Concrete and Clay Roof 'rile in Cold Weather Applications. 1.2 Submit product data, shop drawings. 2. Secure with 4, 5, or 6 nails per shingle per Manufacturer's instructions or local codes. iij 3. FRSA/TRI Concrete and Clay Roof Tile Installation Manual Fourth Edition (For Florida High Wind Applications, 150 mph). W,� l �,I Ill f,1, , I i , I I: , I[ with shingle roofing; gutters and downspouts. I, "JI 3. Placement of nails varies based on the type of shingle specified. Consult the application instructions for the specified shingle for details. 4. CAN/CSA-A220.1-Series-06 Concrete Roof Tiles. 1/8 inch in 10 feet; erection tolerance, 1/16 inch. 1.03 REFERENCES 1.3 Tolerances: Fab6cation tolerance 4. Nalls must be driven flush with the shingle surface. Do not overdrive or under drive the nails. 3.4 UNDERLAYMENT APPLICATION: A. Install nailer boards or ridge risers with 2 inch by 2 inch (51 mm by 51 mm) nailer 5 % A. American Society for Testing and Materials (ASTM) - Annual Book of ASTM Standards Shingle offset varies based on the type of shingle specified. Consult the application instructions for the specified shingle for details. 2.1 Products: 1. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc 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 mm) into trusses. WENT C. Valleys �`J�J I 'lit r ...... Steel Plates, Shapes and Bars: ASTIM A 36. the Hot-Dip Process. 1. Install valleys using the *open valle; method: 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. - Standard Specification for Aluminum and Alurninum-Alloy Sheet and Plate. 2. ASTM B 209 a. 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 far Building Constructipill. Fleet Landing 010� "4- foot (9mm per meter) to the eaves. �,P I 1 `111 , I"l��I,I - Impact Resistance of Prepared Roof Covering Materials. 3.5 TILE INSTALLATION Stainless Steel Bar Stock: ASTMI A 276, Type 302 or 304. b. Run shingles to chalk line. 4. ASTM D 2218 5. ASTM D 3018 - Standard Specification for Class A Asphalt Shingles Surfaced with Mineral Granules. 1 Fleet Landing Blvd A. Layout: 1. Minimum Head Lap: 3 inches (76 mm). Stainless Steel Plate: ASTM A 167, Type 302 or 304. c. Trim last shingle in each course to match the chalk line; do not trim shingles to less than 12 inches (305mm) wide. 6. ASTM D 3161 - Standard Test Method for Wind-Resistance of Asphalt Shingles (Fan-Induced Method). B. Secure field and perimeter tile in accordance with UBC Table 15-D-2. Atlantic Beach, FL 32233 till - Stainless Steel Tubing: ASTIM A 554, Grade TP 304 or TP 316. d. Apply a 2 inch (51mm) wide strip of plastic cement under ends of shingles, sealing them to the metal flashing. 7. ASTM D 3462 - Standard Specification for Asphalt Shingles Made From Glass Felt and Surfaced with Mineral Granules, C. Cut field tile to form straight edge at center of hip, ridge and valley. - Aluminum Extruded Bars and Shapes: ASTIM B 221 aluminum alloy. 8. ASTM D 4586 - Standard Specification for Asphalt Roof Cement, Asbestos-Free. D. Penetrations J, Steel Finish: [Primed] [Baked enamel] finish. 9. ASTM D 7158 - Standard Test Method for Vind-Resistance of Sealed Asphalt Shingles (Uplift Force/Uplift Resistance Method). 1. All Penetrations are to be flashed according to Manufacturer's instructions and construction details. D. Install eave closures. Fasteners: 41on-.corrosive, suitable for service intended. B. Underwriters Laboratories 3.05 PROTECTION ARCHFI Roof Oill,tflj4i, t'll it, I I'' U Zin:�C-Coati B. (I Ing Systems and Materials Guide (TGFU R1306) 3.6 CLEANING ng: , Hot-dip galvanized coating for materials in exterior assemblies or extedor walls. A. Protect installed products from foot traffic until completion of the project. �o, Aluminum 1. UL 790 - Tests for Fire Resistance of 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. Finish: [Clear anodized] [Color anodized] [Baked enamel] [Fluoropolymer] finish. A. Remove all broken tile, debris and excess tile from roof. 2. UL 997 - Wind Resistance of Prepared Roof Covering Materials. ti it if I N1, 1,� B. Sweep cut tiles clean. Sta VIA Concepts, LLC inless Sfill Finish: [No. 4 bright directional] [No. 6 satin directional] polish. C. Asphalt Roofing Manufacturers Association (ARMA) D. National Roofing Contractors Association (NRCA) 1807 Third Street North E. Cool Roof Rating Council (CRRC) 3.1 Comply with ASTM E 985 for handrail and railing structural performance. 3.7 REPAIR AND REPLACEMENT 4 Jacksonville Beach, FL 32250 F. Miami Dade County 07321 Concrete Roof Tile A. Damaged 'rile: M26001354 3.2 Comply with AISC codes and specifications and with AWS Structural Welding Code. 1.04 DEFINITIONS 1. Break out damaged roof tile. Waterproofing Manual for definitions of roofing terms related to this section. 3. Drive fastener flush. STRUCTLIRAL. A. Roofing Terminology. Refer to ASTM D1079 and the glossary of the National Roofing Contractors Association (NRCA) Roofing and PART 1 GENERAL 2. Repair tom underloyment. 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. 06100 Rough Carpentry 1.05 SUBMITTALS 5. Immediately set replacement tile in position assuring proper contact. A. Submit copies of GAF product data sheets, detail drawings and samples for each type Latitude 30 Engineering A. Section 06100 - Rough Carpentr Y. of roofing product. B. Damaged Small Valley and Hip Cuts: ..... B. Section 07620 - Sheet Metal Rashing & Trim -B Second Street South PART 1 - GENERAL 1510 1. Apply a minimum of 3/8 inch (10 mm) by 2 inch (51 mm) bead of approved adhesive at head of cut tile. 1.06 QUALITY ASSURANCE Jacksonville Beach, FL 32250 1.2 REFERENCES 2. Immediatel set tile in course above in position assuring proper contact. y 1.1 RELATED DOCUMENT A. Manufacturer Qualifications: Provide all p0mary roofing products, including shingles, underlayment, leak barrier, and ventilation, by a A. ASTIM A 90 - Standard Test Method for Weight (Mass) of Coating on Iron and Steel Articles with Zinc or Zinc-Alloy Certificate of Authorization No. 26691 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification single manufacturer. Coatings; 2001. 3.8 PROTECION B. Installer Qualifications: Installer must be approved for installation of Gil roofing products to be installed under this section. Sections, apply to this section. B. ASTI A 525 - Standard Specification for General Requirements for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip A. Protect installed products until completion of project. 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 classification. C. ASTM A 641 Standard Specification for Zinc-Coated (Galvanized) Carbon Steel Wire; 1998. section includes the following: B. Install all roofing products in accordance with all federal, state and local building codes. D. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated A. This 1. Wood taming, retaining wall, decking, trim. David Hunter & Associates, Inc. C. All work shall be performed in a manner consistent with current OSHA guidelines. (Golvanneall by the Hot-Dip Process. B. Related Sections: The following sections contain requirements that relate to this section: 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 0 7620 Sheet Metal Flashing I Trim 07321-2 acksonville, FL 32218 A. Store all products in manufacturer's unopened, labeled packaging until they are ready for installation. 11.3 DEFINITIONS F. ASTM D 226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing; 1997a. B. Store products in a covered, ventilated area, at temperature not more than 110 degrees PE No. 53375 G. ASTM D 249 - Standard Specification for Asphalt Roll Roofing (Organic Felt) Surfaced with Mineral Granules; 1989 A. Rough Carpentry Carpentry work not specified in other sections and generally not exposed, unless otherwise specified. Certificate of Authorization No. 9882 F, do not store near steam pipes, radiators, or in direct sunlight. PART 1 GENERAL L (reapproved 1996). C. Store bundles on a flat surface. Maximum stacking height shall not exceed Manufacturer's 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 Tl Ti Lumber, Timber, Bridge Iles and Mine ies Preservative Treatment by Pressure Processes; 2001. 1. AWPA C2 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Wood treatment data as follows, including chemical treatment manufacturer's instructions for handling, storing, installing, 1.09 WEATHER CONDITlONS J. Tile Roofing Institute 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 accordo ce with K. FRSA/TRI - Concrete and Clay Roof Tile Installation Manual Fourth Edition (For Florida High Wind Applications, 150 mph). -treated wood product, include certification by treating plant stating type of preservative Manufacturer 's recommendations 1. For each type of preservative August 2005. 1.2 SUMMARY A. General: Provide all labor, material, equipment, related services and supervision required, including manufacturing, erection solution and pressure process used, net amount of preservative retained, and compliance with applicable standards. I ICC ESR 1647 (ICC-ES) International Code Council Evaluation Services. -treated products, include statement that moisture content of treated materials was reduced to levels 1.10 WARRANTY 2. For waterborne and installation for sheet metal flashing and trim in accordance with the requirements of the Contract Documents. -age for mate Is and labor for: M. ICBO ESR-2015P Concrete and Clay Roof rile Installation Manual for Moderate Climate Regions. A. Provide to the owner a Warranty providing 100%non-prorated cover da indicated before shipment to Project site. N. ICC AC 180 - Acceptance Criteria for Clay and Concrete Roof 'Files. August, 2007. B. The extent of sheet metal flashing and trim is shown on the drawings. I The first 20 years, hen prorated thereafter for all 30 & 40 yr shingles, 3. Warranty of chemical treatment manufacturer for each type of treatment. FL 560, FL610, FL7781, FL7849. 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 4. For fire-retarclant-treated wood products, include certification by treating plant that treated materials compily with 1. Exposed trim. c. The first 20 years, then prorated thereafter on steep slope commercial buildings regardless of shingle type. P. CAN/CSA-A220. Series-06 -Concrete Roof Tiles. specified standard and other requirements. 2. Metal flashing. es. CAPE compliance of fire-retarclan t-treated wood products with requirements indicated. D. Related Sections: The followin sections'contain requirements that relate to this section: PART 2 PRODUCTS S. AC 148 for Wakaflex flashing and ridge venting products. 2. Norkmanship 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 underlayments in severe climates. 3. Miscellaneous sheet metal accessori LANDS 9 -Asphalt Shingles. 1. Section 07310, Fiberglass DEUVERY, STORAGE, AND HANDLING Brian Burke, L.A. 1.5 2.01 MANUFACTURERS 1.3 DESIGN REQUIREMENTS 2. Section 07900, Joint Sealants. lot, A. Keep materials under cover and dry. Protect from weather and contact with damp or wet surfaces. Stack lumber, plywood, A. Acceptable Manufacturer: GAF Materials Corporation, 1361 Alps Rd. Wayne NJ 07470. Tel: 1-973-628-3000. -covering 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 other panels. Provide for air circulation within and around stacks and under temporary s including polyethylene A. Roofing tile materials and installation shall conform to the requirements of ICC ESR 1647. 1015 Atlantic Blvd Atlantic Beach, FL 32233 C. Roofing tile materials and installation shall conform to the SBCCI Standard for Hurricane Resistant Residential Construction, A. General: Install sheet meta and similar materials. I"i8thing and trim to withstand wind loads, structural movement, thermally induced movement, SSTD10-99, the International Building Code for One and Two Family Dwelling Code and the Florida Building Code 2007. and exposure to weather without failing. N 1. For lumber and plywood pressure treated with waterborne chemicals, place spacers between each bundle to provide air 2.02 SHINGLES License No. LA0001260 11 flashings at roof edges fb�6rnply with re ornmenclations of FM Loss Prevention Data Sheet 1-49. circulation. A. Self-sealing, granule-surfaced, fiberglass asphalt shingle with a strong fiberglass reinforced core and color protection. Architectural D. Roofing tile materials and installation shall conform to the requirements of the applicable building code. B. Fabrica"te and 'ii 'Refer to the structural,a d laminate styling provides a wood shake appearance with a 5*or 5 5/8" exposure. UL 790 Class A rated with UL 997 Wind Resistance in architectural"dawings 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 CE 1.4 SUBMITTALS . ..... Building Code Approved, Texas Dept of Insurance Approved, ICC Report Approval. A. Submit under provisions of Section 01300. 1.4 SUBMITTALS A. Testing Agency Qualifications: To qualify for approval, an independent testing agency'must demonstrate to Architects 1. Color As selected from manufacturers' full range. ing 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 satisfaction, based on evaluation of agency submitted criteria conform capability to satisfactorily conduct the testing indicated without delaying the Work. recomilinenclations. Drawings and Samples. 2.03 STARTER STRIP 2. Storage and handling requirements and recommendations. B. Product Data including 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 lineal feet for oversized shingles. methods. specified flashing material and fabricated product. 3. Installation' 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. layout with location of cut and special shaped tiles identified. 2.1 MANUFACTURERS 2.04 LEAK BARRIER A. 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, State D. Selection Samples: For each finish product specified, two complete sets of tile colors representing manufacturer's full 1.5 QUALITY ASSURANCE 1. Wood-Preservative-Treated Materials: of Florida and Texas Department 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 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. a. Baxter. I Chemical Specialties, Inc. 2.05 SHINGLE UNDERLAYMENT patterns. c. Continental Wood Preservers, Inc. A. Water repellent, breather type celluloseAlass fiber composite roofing underlayment. Meets or exceed ASTM D226 and D4869 and F. Certificates of Compliance: Submit to certify compliance with referenced standards. 1.6 PROJECT CONDITIONS d. Hickson Corp. approved by UL and the Florida Building Code. Each roll contains approximately 4 squares�(432 sq. ft.) of material and is 3611 x 14-40 A. Coordinate work of this section with interfacing and adjoining work for proper sequencing of each installation. Ensure best 7777 e. Hoover Treated Wood Products, Inc. 1.5 QUALITY ASSURANCE possible weather resistance, durability of work, and protection of materials and finishes. f. Osmosis W6ocl Preserving, Inc. 2.06 ROOFING CEMENT A. Manufacturer Qualifications: Minimum five years documented experience producing concrete roof tile and member of Tile A. Asphalt Plastic Roofing Cement meeting the requirements of ASTM D 4586, Type I or 11. 7 777777777�Roof Institute. 2.2 LUMBER, GENERAL A. Lumber Standards: Comply with DOC PS 20, "American Softwood Lumber Stanclarl and with applicable grading rules of 2.07 ROOF ACCESSORIES B. Installer Qualifications: Minimum five years documented experience installing products specified in this section and/or 2.1 METALS A. Exterior acrylic rust resistant aerosol roof accessory point. Each 6 oz can is available ini 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 A. Aluminum: Alloy and temper recommendell by aluminum producer and finisher for type of use and finish indicated. inspection agencies certified by American Lumber Standard Committee's III Board of Review. compliment the roof. surface preparation techniques and application workmanship. 1. SPIB - Southern Pine Inspection Bureau. 1. Finish areas designated by Architect. 2.2 MISCELLANEOUS MATERIALS AND ACCESSORIES f2. WWPA - Western Wood Products Association. 2.08 NAILS ash Match finish of exposed heads with material being fastened. 3. NELMA - Northeastern Lumber Manufacturer's Association. A. Standard round wire, zinc-coated steel or aluminum; 10 to 12 gouge, smooth, barbed or deformed shank, with heads 3/8 inch to 2. Mock-up shall be a minimum of a 10 foot M) by 10 foot (3.05 M) area and include the edge, ridge, valley and A. Fasteners: Some metal as sheet metal fi " Ing or other noncorrosive metal as recommended by sheet metal manufacturer. B. Grade Stamps: Provide lumber with each piece factory marked with grade stamp of inspection agency evidencing 7/16 inch in diameter. Length must be sufficient to penetrate into solid wood at least 3/4-thch or through plywood or,oriented strand other typical transition conditions anticipated. B. Asphalt Mastic: SSPC-Paint 12, solvenil Is asphalt mastic, nominally free of sulfur and containing no asbestos fibers, compliance with grading rule requirements and identifying grading agency, grade, species, moisture content at time of 3. Do not proceed with remaining work until installation workmanship and appearance is approved by Architect. yp board by at least 1/8 inch. compounded for 15-mil (0.4-mm) dry film'thickness per coat. surfacing, and mill. 4. Mock-up may not remain as part of Work. C. Sealants: As specified in Section 07900, joint Sealants. C. Where nominal sizes are indicated, provide actual sizes required by DOC PS 20 for moisture content specified. Mere actual 2.09 METAL FLASHING 5. Accepted mock-up may remain as part of Work. D. Metal Accessories: Provide sheet metal clips, straps, anchoring devices, and similor accessory units as required for sizes are indicated, they are minimum dressed sizes for dry lumber. A. 0.032-inch aluminum sheet, complying with ASTM B 209. installation of work, matching the material being installed; noncorrosive; size and thickness required for performance. 1. Provide dressed lumber, S4S, unless otherwise indicated. 2. Provide dry lumber with 19 percent maximum moisture content at time of dressing for 2-inch nominal thickness or less, 1.6 DELIVERY, STORAGE, AND HANDLING PART 3 EXECUTION E. Roofing Cement: ASTM D 4586, Type 1, asbestos free, asphalt based. unless otherwise indicated. A. Store products in manufacturer's unopened packaging until ready for installation. 3.01 EXAMINATION NO. REVISION/ISSUE 2.3 FABRICATION, GENERAL DATE Ifbegin 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 A. Do not -TREATED MATERIALS A. Sheet Metal Fabrication Standard: Fabricate sheet metal flashing and trim to comply with recommendations of SMACNA's requirements. A. General: Mere lumber or plywood is indicated as preservative treated or is specified to be treated, comply with applicable C "Architectural Sheet Metal Manual" that apply�to the design, dimensions, metal, and other characteristics of the item 3.02 PREPARATION Maintain dry storage area for products of this section until installation of products. requirements of AWPA 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 underloyment. B. Comply with details shown to fabricate sheet metal flashing and trim that fit subs�rates and result in waterproof and inspection agency approved by ALSC's Board of Review. B. At areas that receive eaves protection membrane, fill knotholes and cracks with latex filer. 1.7 PROJECT CONDITIONS Iwea th er-resistant'performance once installed.-i_�Verify shapes and dimensions of surfaces to be covered before fabricating sheet 1. Do not use chemicals containing chromium, ammonia or arsenic. C. Install crickets on the upslope side of all chimneys in the north, any chimney wider thaiT 24q and on all roofs steeper than 6/12. 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 lb/cu. ft. and a A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for aximum 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. Form exposed sheet metal work that is without excessive oil canning, buckling, and tool marks and that is true to line m A. General: itIand levels indicated, with exposed edges folded back to form hems. percent, respectively B. Do not overload the roof. Distribute stacks 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 D. Seams: Fabricate nonmoving seams in aluminum with flat-lock seams. Form seams and seal with epoxy seam sealer. Use Iinstructions are in conflict, the more stringent requirements shall take precedence. concealed fasteners for additional strength. complying with AWPA M4 to cut surfaces. Inspect each piece of lumber or plywood after drying and discard damaged or B. Eaves: 1.8 WARRANTY E. Expansion Provisions: Space movement joints at maximum of 10 feet with no joints allowed within 24 inches of comer or defective pieces. 1. Install eaves edge metal flashing tight with fascia boards; lap joints 2 inches and seal with plastic cement or high quality urethane SPECIFICATIONS A. Roof rile: Limited Lifetime, Fully Transferable, Non-Prorated Product Warrant against defects in roof tile for the life of intersection. Where lopped or bayonet-type expansion provisions in work cannot be used or would not be sufficiently tD. Do not use oil borne pentachlorophenoll for surfaces that are to be painted and sealant; nail at the top of the flange. the structure. y weatherproof and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with surfaces in contact with roofing. 2. On all roofs between 2/12 and 4/12 (low slopes) install leak barrier up the slope froml eaves edge a full 36 inches. Lap 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 joints). and bond. free from faults and defects in materials and workmanship for a minimum period of 3 years after completion. I Sealed Joints: Form non-expansion, butimovable, joints in metal to accommodate elastomeric sealant to comply with 2.4 FASTENERS C. Valleys: SMACNA standards. ticle for material 1. Install eaves protection membrane at least 36 inches wide and cent,ered on the valley. Lap ends 6 inches and seal. I General: Provide fasteners of size and type indicated that comply with requirements pecified in this or G. Separate metal from incompatible metal or corrosive substrates by coating concealed surfaces at locations of contact with and manufacture. Provide hot-dip zinc coating per ASTM A153 or Type 304 stainless steel. Only use ASTM A153 galvanized 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 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 beyond edge 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 H. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of sheet metal E. Nails, Wire, Brads, and Staples: FS FF-N-105. the edge. maintenance. F exposed to public view. Power-Driven Fasteners: CABO National Evaluation Report NER-272. D. Roof Deck: B. Furnish extra materials packaged with protective covering for storage and identified with labels clearly describing contents. 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 attachment device' from some material as sheet metal component being anchored or from compatible, G. Wood Screws: ASME B18.6.1. noncorrosive metal recommended b H. Log Bolts: ASME 818.2.1. horizontally so water sheds and nail in place. y sheet metal manufacturer. 2. On roofs sloped at more than 4 in 12, lap horizontal edges at least 2 inches and at least 2 inches over eaves protection membrane. PART 2 PRODUCTS 2. Size: As recommencled by SMACNA ma'nual or sheet metal manufacturer for application but never less than thickness of 1. Bolts: Steel bolts complying with ASTIM A307, Grade A (ASTM F568, Property Class 4.6); with ASTIM A563 hex nuts and, where indicated, flat washers. litmembrane. 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 metal being secured. A. Acceptable Manufacturer: L FABRICATIONS 4. Lap ends at least 4 inches. Stagger end lops of each layer at least 36 inches. 2.4 SHEET META 2.9 MISCELLANEOUS MATERIALS 5. Lap roof deck protection over leak barrier in valley at least 6 inches. Coma Cost Corp Concrete Clay Roof Tiles A. General: tal items i thickness or weight needed to comply with performance requirements but not less -Repellent Preservative: NWWDA-tested and -accepted formulation containing 3-iodo-2-propyl butyll carbonate fA. Water E. Deck-Armor (or equivalent product) Application Eagle Roofing Products and metal. than that listed'below for each applicatici (IPBC) as its active ingredient. 1. Deck-Armor shall be installed over a clean, dry deck. Entegra Rocl B. Exposed Trim:l"Fabricate from the following material: PERMIT DOCUME S 2. Install Leak Barrier at eaves, valleys, rakes and other vulnerable leak areas. 2. Aluminum: 0.050 inch thick. Hanson Roof Tile PART 3 - EXECUT10N 3. Lay Deck-Armor over deck and overlap 3*at side laps and 60 at end lops. Richmond Precast Concrete Products C. Drip Edges: Fabricate from the followi material: 4. For exposure to rain, overlap 12' at end lops. tTile Roofs, Inc. 2. Aluminum: 0.0320 inch thick.3.1 INSTALLATION, GENERAL 5. For side and end laps: fasten Deck-Armor 12"o.c. (6 ol for high wind areas). 00130815d AS SHOW 11 04-13 A. Discard units of material with defects that impair quality of rough carpentry construction and that are too small to use in -Armor 24"o.c. (12 o.c. for high wind areas). B. Consult Owner for Acceptable Manufacturer. 6. For middle of the roll: fasten Deck 2.5 ALUMINUM FINISHES tfabricating rough carpentry with minimum number of joints or optimum joint arrangement. 7. For exposure to roll, completely cover all side laps, end lops and fasteners with tape. C. Requests for substitutions will be considered in accordance with provisions of Section 01600. PROJ. NO. DWN BY $�L� DATE t A. General: Com'ly with Aluminum Assoc B. Set rough carpentry to required levels and lines, with members p -Armor installation instructions for side lap detail. p ilation's "Designation System for Aluminum Finishes" for finish designations and upplication recommendations. 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 roll to prevent rain from entering at the lumb, true to line, cut, and fitted. 8. For long term exposure see complete Deck PART 3 EXECUTION -Performance Organic Coating ish: AA-C12C42R1x (Chemical Finish: cleaned with inhibited chemicals; Chemical U. High Fin Iconstruction; scribe and cope as required for accurate fit. fasteners. -fluoridephosphate conversion coating; Organic Coating: as specified below). Prepare, pretreat, and apply D. Apply field treatment complying with AWPA M4 to cut surfaces of preservative treated lumber. F. Penetrations: 3.1 EXAMINATION 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 undedayment; 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 manufacturer's 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 save protection membrone extending at least 6 inches up the wall and 12 inches on to - 003 B. Verify surfaces are uniform, smooth, clean and dry 1. Fluoropolymer 2-Coat Coating System:IManufacturer's standard 2-coat, thermocured system composed of specially G over the roof deck underloyment. members. Install fasteners without splitting wood; predrill as required. formulated inhibitive primer and fluoropolymer color topcoat containing not less than 70 percent polyvinylidene fluoride resin the roof surface. Lap the membrane 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 fill holes. 3. Rake Edges: Install metal edge flashing over eaves protection membrane and roof deck underlayment; set tight to rake boards; lap by weight; complying with AAMA 605.2. Onts at least 2 inches and seal with plastic cement; secure with nails. Z 77 a. Color and Gloss: To be selected from manufacturer's standard color range. t cc 09910 Painting Cont d Rif i 07620 Sheet Metal Flashing Cont ' d 07920 Joint Sealants Cont' d 09972 Concrete/ Portland Cement Stu. Fleet Landing A ,:I I PART 3 - EXECUTION 2.5 JOINT SEALANT BACKING 1.8 COORDINATION AND SCHEDULING: A. General: Provide sealant bookings of material and type that are non-staining; are compatible with joint 2.2 ACCEPTABLE MANUFACTURERS A. Coordination: Coordinate Architectural Coatings and Finishes installation with other construction operations. sd4strate' IS' A. First grade products of the following manufacturers are acceptable, subject to submittal and approval of a schedule of ed by sealant manufacturer based,l field d 3.1 EXAMINATION sealants, primers and other joint fillers; and are approved for applications indicat - Cochere A, I i I I Port 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, 1.9 WARRANTY I "N 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. A. Warranty Upon request, at completion of installation, provide manufacturer's Standard Limited Warranty. non-extruding strips of flexible plastic foam of material indicated below 2. Glidden Pro (formerly ICI, Devoe and Glidden Paint) f 3.2 INSTALLATION and of size, shape, and density to control sealant depth and otherwise contribute- 3. Sherwin-Williams Company. PART 2 - PRODUCTS B. Products of Sherwin-Villiams Company are listed in the Product Schedule to illustrate paint material quality and type. to producing optimum sealant performance. A. General: Unless otherwise indicated, install sheet metal flashing and trim to comply with performance requirements, 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 manufacturell installation instructions, and SMACNA's "Architectural Sheet Metal Manual! Anchor units of work securely in Building 4000 place by methods indicated, providing for thermal expansion of metal units; conceal fasteners where possible, and set units C. Elastomeric Tubing Joint Fillers: Neoprene, butyl, EPDM, or silicone tubing complying with ASTM D 1056, nonabsorbent to A. Manufacturer true to line and level as indicated. Install work with lops, joints, and seams that will be permanently watertight and water and gas, capable of remaining resilient at temperatures down to -26 degrees F ii degrees C). 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 B. Components: Obtain components manufactured from authorized distributors. No substitutions or additions of other A. Block Filler: 842W46 Heavy-duty, high-performance acrylic resin latex emulsion block filler for interior and exterior use in 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. materials are permitted without prior written permission from Contractor/Installer for this project filling bare CMU and concrete before application of finish coats. -Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant manufacturer for peventing D. Bond indicated, with exposed edges folded back to form hems. Install sheet metal flashing and trim to fit substrates and to result B. Primers for Metals: 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 back of joint where such adhesion would 2.2 MATERIALS CLIENT 1. Universal Metal Primer: B50Z Series Kem Kronnik alkyd base metal primer fcr all interior ferrous metal. result in sealant failure. Provide self-adhesive tape where applicable. sheet metal. 2. Rust-Inhibitive Primer: B50Z Series Kem Bond HS alkyd base metal primer for all exterior ferrous metal and may be used C. Roof-Edge Flashings: Secure metal flashings at roof edges according to FM Loss A. Basecoats: for all interior ferrous metal in lieu of Universal Metal Primer above. 2.6 MISCELLANEOUS MATERIALS Fleet Landing Prevention Data Sheet 1-49 for specified wind zone and cladding wind load, criteria indicated on the architectural drawings. 3. Galvanized and Non-ferrous Metal Primer: B50WZ30 Galvite HS, solvent based acrylic primer for all galvanized and [1 WeatherDry Waterproofing Basecoat. Acrylic co-polymer base. Requires the addition of portland cement. Use most stringent requirements. A. Primer: Material recommended by joint sealant manufacturer where required for adhesion of sealant to joint,substrates -ferrous metal. 1 Fleet Landing Blvd [2. 121 Basecoat: 100% acrylic polymer base, requiring the addition of portland cement. indicated, as determined from preconstruction joint sealant-substrate tests and field tests. non D. Expansion Provisions: Provide for thermal expansion of exposed sheet metal work. Space movement joints at maximum of [3. 121 Dry Basecoat: Copolymer based, factory blend of cement and proprietary ingredients 10 feet with no joints allowed within 24 inches of corner or intersection. Mere lopped or bayonet-type expansion provisions C. Primers for Wood: B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing'materials, requiring addition of water as per manufacturer's recommendation. Atlantic Beach, FL 32233 in work cannot be used or would not be sufficiently weatherproof and waterproof, form expansion joints of intermeshing free of oily residues or other substances capable of staining or harming in any way joint substrates and adjacent nonporous 1. Alkyd-oil base Y24 A-100 primer for exterior wood to receive paint finish. [4. 121 Optimum Basecoat: Copolymer based, factory blend of cement and proprietary ingredients requiring addition of water surfaces, and formulated to promote optimuin adhesion of sealants with joint substrates. 2. Alkyd-oil base B49 Series Prep-Rite alkyd enamel undercoat for interior wood to receive paint finish. hooked flanges, not less than 1 inch deep, filled with mastic sealant (concealed within joints). C. Masking Tape: Non-staining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. D. Primer-Sealer B28WI Prep-Rite premium quality latex primer-sealer for drywall. as per manufacturer's recommendation. E. Do not soldier aluminum. [5. Stucco Level Coat: Copolymer based, factory blend of cement and proprietary ingredients requiring addition of water. Joi't"! Form non-expansion, but movable, joints in metal to accommodate elastomeric sealant to comply with E. Gloss Enamel: A85 Series SuperPaint acrylic latex base enamel for gloss exterior finish coat. F. Sealed n s, ARCHITECT REINFORCING MESH IS USED FOR GAUGING THE THICKNESS OF THE BASECOAT AND MAYBE REQUIRED WITH MANUFACTURER PART 3 - EXECUTION F. Flat Masonry Paint: A-100 (Ali acrylic latex base masonry point for exterior concrete and stucco. SMACNA standards. Fill joint with sealant and form metal to completely conceal sealant B. Reinforcing Mesh -acrylic latex type low sheen finish coat. -lock seams. Form seams and seal with epoxy seam sealer. Rivet G. Seams: Fabricate nonmoving seams in aluminum with flat G. Interior Flat: B30 ProMar 200/400, vi 3.1 EXAMINATION [1. Standard Mesh: Weight 4.5 oz. per sq. yd. (153 g/sq rill coated for protection against alkali. Standard reinforcement of joints for additional strength. H. Interior Satin: B20 ProMor 200/400, vinyl acrylic latex type eggshell sheen enamel VIA Concepts, LLC -Contractor present, for compliance with requirements for joint Examine joints indicated to receive joint sealants, with Sub EIFS, or for use with High Impact 358.14 Mesh, or Ultra High Impact 358.20 Mesh. H. Separations: Separate metal from non-compatible metal or corrosive substrates by coating concealed surfaces, at finish coat. configuration, installation tolerances, and other conditions affecting joint sealant performance. Do not proceed with installation C. Primers 1807 Third Street North locations of contact, with asphalt mastic or other permanent separation as recommended by manufacturer. 1. Interior Semi-Gloss: 834 ProMor 200/400 alkyd type semi-gloss enamel finish coat. of joint sealants until unsatisfactory conditions have been corrected. [1. Primer: 100% acrylic based coating to prepare surfaces for stucco finishes. Jacksonville Beach, FL 32250 1. Underlayment: Where installing stainless steel or aluminum directly on cementitious or wood substrates, install a slip sheet r of red-rosin paper and a course of polyethylene underlayment. [2. Variance VarlPrime Sanded: 100% acil-fic based coating to prepare surface for various finishes. MODIFY BELOW TO SUIT PART 3 - EXECUTION M26MI354 3.2 PREPARATION 2. Bed flanges of work in a thick coat of roofing cement where required for waterproof performance. REQUIREMENTS. CHOOSE ONE FINISH TYPE, TEXTURE, & COLOR WITH ACCESSORY MATERIALS TO CREATE DESIRED EFFECT It3.1 PREPARATION OF SURFACES A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with recommendations of D. Finish: A. Cleaning: Remove accumulated dirt and loose dust by brushing or wiping. joint sealant manufacturer and the following requirements: B. Concrete Masonry Clean all excess mortar, loose and foreign material using metal scraper and wire brush. Remove all 3.3 CLEANING AND PROTECTION [1. DPR Optimum Finish: Factor blended, 100% acrylic polymer based finish, integrally colored. Finish type, texture and color 1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, points STRUCTURAL A. Clean exposed metal surfaces, removiing substances that will cause corrosion of metal or deterioration of finishes. s selected by Owner. Finish type, texture and color as selected by Owner a grease (in I oil spots by suitable cleaning compound and rinse (to remove alkali). If necessary, neutralize by washing with zinc 8. Provide final protection and maintain conditions that ensure sheet metal flashing and trim work during construction is nent, protective coatings tested and approved for sealant adhesion and compatibility by sealant [2. DPR Standard Finish: Factory blended, 100% acrylic polymer based finish, integrally colored. Finish type, texture and color sulphate solution. as selected by Owner. Finish type, texture and color as selected by Owner. C. Metal: Surfaces shall be free of rust and loose scale. Clean with mineral spirits before painting. Surfaces which will be without damage or deterioration other than natural weathering at the time of Substantial Completion. manufacturer), old joint sealants, oil, grease, Latitude 30 Engineering waterproofing, water repellents, water, surface dirt, and frost. [3. Variance Finish: Acrylic-based specialty finish. Finish type, texture and color as selected by Project Designer. -B Second Street South 1510 2. Clean concrete, masonry, unglazed surfaces of ceramic tile, and similar porous joint substrate Sur inaccessible after installation shall be completely pointed before installation. Prime field welds, bolts and rivets. faces by brushil a. Variance Antiquing Gel: a water-based, tinted, semi-transparent, acrylic emulsion for staining, Jacksonville Beach, FL 32250 grinding, blast cleaning, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable 1. Aluminum: Clean and remove all lacquer or other protective coating. sealing, and protecting concrete, portland cement stucco and other cementitious substrates. PE No. 58773 of developing optimum bond with joint sealants. Remove loose particles remaining from above cleaning operations,'by 2. Steel: Wipe shop primed metal clean of foreign matter, retouch where scratched, marred or rusted using similar primer. As Use as required to achieve desired finish. Certificate of Authorization No. 26691 0 Joint Sealants ming or blowing out joints with oil-free compressed air. vacuu soon as practical after erection (to minimize rusting) wire brush structural and miscellaneous steel and touch-up welds, b. Variance VariSeal is a 100% acrylic, water based sealer. Improves scratch and scuff resistance and adds depth� of color. Remove laitance and form release agents from concrete. 3. scratches and abrasions of shop applied primer. ADD CLEAR SEALER WERE ENHANCED CLEANABILTY IS DESIRED FOR HIGH SOILING EXPOSURES. 4. Clean metal, glass, glazed surfaces of ceramic tile, and other nonporous surfaces with chemical cleaners'or,oth 4 moans PART 1 GENERAL D. Wood: Sandpaper smooth. Before installation apply wood-sealer. Back-prime trim and prime cut ends to match finished [4. Clear Sealer: 100% acrylic, transparent, permeable, dirt resistant sealer for use as a protective coating over acrylic that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. ELECTRICAL surface. Ease sharp knife-edge comers by rubbing with fine sandpaper. Remove soil by wiping using clean cloth moistened finishes. Use 600 Clear or 610 Matte Clear as detailed on drawings. 1.1 RELATED DOCUMENTS B. Joint Priming: Prime joint substrates where indicated or where recommended by joint sealant manufacturer based on with alcohol. E. Water: Clean, potable water truction joint sealant-substrate tests or prior experience. Apply primer to comply with joint sealant manufacturer's David Hunter I Associates, Inc. precons F. Portland Cement: ASTM C150, Type I or'Type 1-11. A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification recommendations. Confine primers to areas of joint sealant bond; do not allow spillage or migration onto adjoining surfaces. 3.2 APPLICATION 1229 Sumter Square Drive West Sections, apply to this Section. C. Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces that otherwise would A. Workmanship: Read and conform to instructions in label on containers. Materials uniformly spread and smoothly finished. 2.3 RELATED MATERIALS AND ACCESSORIES Jac be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove ksonville, FL 32218 Do not thin in excess of the printed directions. Mix and apply in accordance with manufacturer's directions. Field applied A. Substrate Materials: f1.2 SUMMARY tape immediately after tooling without disturbing joint seal. PE No. 53375 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-painted (uncoated). Certificate of Authorization No. 9882 A. This Section includes joint sealants for use at the following locations: Coverage of products shall not be less than that recommended by manufacturer. Men finishing operating parts, the parts [2. Concrete (poured or pre-cast). 1. Exterior joints in vertical surfaces and non-traffic horizontal surfaces as indicated below: 3.3 INSTALLATION OF JOINT SEALANTS shall be painted 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. a. Joints between different materials. A. General: Comply with joint sealant manufacturer's printed installation instructions applicable to products and applications b. Perimeter joints between materials and frames of doors. f 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 indicated, except where more stringent requirements apply. c. Control and exponsion joints in ceiling and overhead surfaces. IfB. Sealant Installation Standard: Comply with recommendations of ASTM C 1193 for-hise of joint sealants as applicable to coat shall differ in color from the preceding and succeeding coats. B. noshing: Refer to Division 7 Flashing Section for flashing materials. C. Sealant System: d. Other joints as indicated. materials, applications, and conditions indicated. 1. Sealants shall conform to ASTM C920, Grade NS. -traffic surfaces as indicated below: C. Installation of Sealant Bookings: Install sealant backings to comply with the following requirements: 2. Interior joints in vertical surfaces and horizontal non 3.3 COLORS 2. Expansion joints between sections of shall have a minimum width of 3/4 in (19 mm). 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 W`01oduce A. Colors shall match colors scheduled by Architect. 3. Sealant backer rod shall be closed-cell polyethylene foam. b. Perimeter joints of exterior openings where indicated. the cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant mo'Y'dient B. Colors for surfaces not scheduled: 4. Apply sealant to tracks or Basecoat of EIFS. c, Other joints as indicated. capability. 1. Roof. Match Existing Roof Color. 5. Refer to current bulletin for listing of sealants which have been tested and have been found to be compatible with EIFS. a. Do not leave gaps between ends of joint fillers. 3.4 EXTERIOR PAINT SCHEDULE b. Do not stretch, twist, puncture, or tear joint fillers. -ferrous Metals and Piping: Galvanized and non-ferrous metal primer and two 6. Color shall be as selected by Owner. fA. Non 'd.sealant primer shall be based on sealant manufacturer's recommendations and 1.3 SYSTEM PERFORMANCE REQUIREMENTS c. Remove absorbent joint fillers that have become wet prior to sealant application and replace with dry material. 7. Joint design, surface preparation, an coats',gloss enamel. A. Provide elastomeric 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 project conditions. B. Ferrous Metals and Piping: Rust Inhibitive primer and two coats gloss enamel. LANDSCAPE int substrates. airtight continuous seals without causing staining or deterioration of jo joints. C. Wood Trim: Alkyd-oil base primer and two coats gloss enamel Provide joint sealants for interior applications that have been produced and installed to establish and maintain airtight D. Installation of Sealants: Install sealants by proven techniques that result in sealants directly contacting and fully w PART 3 - EXECUTION B. etting D. Concrete: Two coats of clear sealant Brian Burke, L.A. 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 E. CMUi Block Filler and two semi-gloss masonry paint. 3.1 EXAMINATION and depths relative to joint widths that allow optimum sealant movement capability. Install sealants at the same time sealant 1015 Atlantic Blvd 3.5 TOUCH-UP 1.4 QUALITY ASSURANCE bookings are installed. A. Verify project site conditions under provisions of Section 01 00 00. Atlantic Beach, FL 32233 A. Single Source Responsibility for Joint Sealant Materials: Obtain joint sealant materials from a single manufacturer for each E. Tooling of Non-sag Sealants: Immediately after sealant application and prior to time skinning or curing begins, tool A. Retouch 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. different product required. sealants to form smooth, uniform beads of configuration indicated, to eliminate air pockets, and to ensure contact and substantial completion. C. Substrate Examination: Examine prior to Basbdoat installation as follows: License No. LA0001260 adhesion of sealant with sides of joint. Remove excess sealants from surfaces adjacent to joint. Do not use tooling agents 3.7 CLEANING I s ra e s a e ee a us , ir, a nce, e orescence, and other harmful contaminants. 1.6 DELIVERY, STORAGE, AND HANDLING that discolor sealants or adjacent surfaces or are not approved by sealant manufacturer. A. Keep freshly-coated surfaces, brushed and dons clean and dust free. Remove point splatters and daubs from hardware, 2. Substrate construction in acc rdance with substrate material manufacturer's specifications and applicable building codes. A. Deliver materials to project site in original unopened containers or bundles with labels indicating manufacturer, product 1. Provide concave joint configuration per Figure 5A in ASTMI C 1193, unless otherwise indicated. glass, floors and any other surfaces not indicated to be pointed. 3. Substrate shall be cured concrete (28 days minimum) -component name and designation, color, expiration period for use, pot life, curing time, and mixing instructions for multi 2. Provide flush joint configuration, per Figure 5B in ASTM C 1193, where indicated. 4. Substrate shall have no irregularities greater than 1/4' (6.4 mm), and shall be sound and free of foreign substances, -essed tooled joints. materials. a. Use masking tape to protect adjacent surfaces of I Iincluding paint, bond breakers, form oils, laitance, scaling and flaking. fB. Store and handle materials in compliance with manufacturees 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. 5. Unsatisfactor conditions shall be corrected before the application of the coatings. y due to moisture, high or low temperatures, contaminants, or other causes. 6. Painted surfaces shall have paint removed to achieve a substrate with 90% or more of the surface free of point. 09972 Concr ete/ Portland Cement Stucco 3.4 CLEANING 7. Sanding surfaces shall be eliminated mechanically, then washed with clear water. 1.7 PROJECT CONDITIONS A. Clean off excess sealants or sealant smears adjacent to joints as work progressI by methods and with cleaning materials 8. Remove efflorescence using mechanical removal and/or a diluted acid solution followed by complete rinsing. GENERAL A. Envilronmental 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. PART I 9. Concrete surfaces shall be level and tee-of voids over 1/8" (3 mm) across. Glossy surfaces shall be dulled by chemical or 1. When ambient and substrate temperature conditions are outside the limits permitted by joint sealant manufacturer. mechanical means. Thoroughly remove all residues. 2. Men joint substrates are wet. 3.5 PROTEC11ON 1.1 SECTION INCLUDES D. Advise Contractor of discrepancies preventing installation of the Architectural Coatings and Finishes. Do not proceed with B. Joint Vidth Conditions: Do not proceed with installation of joint sealants where joint widths are less than allowed by joint A. Protect joint sealants during and after curing period from contact with contaminating substances cr from damage resulting A. Supply and installation of Basecoat, reinforcing mesh and finish installed over Portland cement stucco. the Architectural Coatings and Finishes work until unsatisfactory conditions ore correciied. sealant manufacturer for application indicated. from construction operations or other causes so that they are without deterioratioia or damage at time of substantial 1.2 REFERENCES 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 arid remove damaged or deteriorated joint 3.2 PREPARATION . ..... ...... 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 r A. Protection: Protect surrounding material surfaces and areas during installation of system. B. ASTM C847 Standard Specification fo' Metal Lath B. Clean surfaces thoroughly prior to installation. PART 2 - PRODUCTS C. ASTM C897 Standard Specification for Aggregate for Job-Mixed Portland Cement-Based Plaster C. Prepare surfaces using the methods recommended by the Manufacturer for achieving the best result for the substrate D. ASTM B117 Test Method for Salt Spray (Fog) Testing. under the project conditions. 2.1 MATERIALS, GENERAL E. ASTM D2247 Practice for Testing Water Resistance of Coatings in 100 Percent Relative Humidity. 09910 Painting 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. 3.3 MIXING joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and G. ASTM E331 Test Method for Water Penetration by Uniform Static Air Pressure Difference. A. Mix proprietary products in accordance with Manufacturer's instructions. field experience. H. ASTM E695 Method for Measuring Relative Resistance to Impact Loading. PART 1 GENERAL B. Colors: Provide color of exposed joint sealants to comply with the following: /Thaw Resistance of Exterior Insulation and Finish Systems (EIFS) and Water 1. ASTM E2485 Standard Test Method for Freeze 3.4 APPLICATION manufacturer's full range of standard colors for products of type indicated. Resistive Barrier Coatings 1. Provide selections made by Architect from 1.1 DESCRIPTION A. General: Installation shall conform to this specification and Parex written instructions and drawing details. J. ASTM E2486 Standard Test Method for Impact Resistance of Class PB and PI Exterior Insulation and Finish Systems (EIFS) B. Basecoat A. Provide painting work specified herein and when shown on the drawings. The word paint means to apply paint materials 2.2 ELASTOMERIC JOINT SEALANTS K. ASTM G155 Accelerated Weathering for Exposure of Nonmetallic Materials. --of point and refers to the paint materials specified including primers, undercoats, sealers, fillers, stains and the finish coats. 1. If leveling is required, apply any Basecoat.:Bosecoat may be applied up to 3/8' mm) and 121 Dry up to 1/2 in. (13 A. Elastomeric, Sealant Standard: Provide manufacturer's standard chemically curing elastomeric sealants that comply with material. MITI thick in a single pass when used as a leveler. ASTM C 920, including those requirements referencing ASTM C 920 classifications for Type, Grade, Class, and Uses. 1.3 ASSEMBLY DESCRIPTION B. Shop priming and primer touch-up of miscellaneous steel items is specified in other sections. 2. Apply Basecoat and fully embed mesh if applicable in Basecoat. B. Products: Subject to compliance with requirements, provide one of the products A. An exterior coating system consisting of Basecoat with embedded Reinforcing Fabric Mesh, Primer (Optional), & Finish Coat. C. Where items and surfaces are not specifically identified but are not specifically excluded from the painting work, paint the C. Bond supplemental EPS shapes as indicated on the drawings. Bond shapes to EPS or to dry reinforced Basecoat using any specified. Basecoat & Adhesive 'as an adhesive. Allow 24 hours to dry. Refer to Standard System Specification for materials and e as specified for adjacent similar surfaces and items. Sam 1.4 SUBMITTALS installation of Basecoot and 2.3 SOLVENT-RELEASE-CURING JOINT SEALANTS D. Colors will be selected by Architect. A. General: Submit Samples, Evaluation Reports Grid manufacturer's product data sheets in accordance with Division 1 General A. Acrylic Sealant: Manufactur Mesh over EPS shapes. NO. REVISION/ISSUE DAT ers 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 prinned and for items to be factory Requirements Submittal Section. D. Apply primer to Basecoat after drying. Primer may be omitted if it is not required by the 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. B. Samples: Submit samples for approval. Samples shall be of materials specified and of suitable size as required to Manufacturer's product data sheets for the specified finish coat or otherwise specified for the project. i movement per ASTM C 719, to withstand the following percentage change in joint width existing at time of application and accurately represent each color and texture used on project. Prepare each sample using same tools and techniques for actual E. Finish Coat: Apply finish coat to match specified finish type, texture, and color. Do not apply finish coat to surfaces to rem ain adhered to joint substrates indicated for this project without failing cohesively 1.2 SURFACES NOT TO BE PAINTED project application. Maintain and make available, at job site, approved samples. Ifreceive sealant. Keep finish out of sealant joint gaps. 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. C. Manufacturer's Warranty Submit sample copies of Manufacturer's Warranty indicating Single Source Responsibility for stucco B. But� Sealant: Manufacturer's standard one-part, non-sag, B. Surfaces and items specified in other sections to be factory- or shop-finished. assembly materials. 3.5 CLEAN-UP solvent-release-curing, polymerized but� sealant complying with ASTM C 1085 and formulated with minimum of 75 percent C. Galvanized steel surfaces that will be concealed in completed work. A. Removal: Remove and legally dispose of Architectural Coatings and Finishes for Portland cement stucco component debris 1.5 QUALITY ASSURANCE material from job site. solids to be non-staining, paintable, and have a tack-free time of 24 hours or less. C. Pigmented Narrow Joint Sealant: Manufacturer's standard, solven t-rel ease-curing, pigmented synthetic rubber sealant 1.4 QUALITY ASSURANCE A. Qualifications: B. Clean EIFS surfaces and work area of foreign materials resulting from EIFS operations. 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 appli tions similar in material and extent to 1. Manufacturer: Shall have marketed stucco assemblies in United States for at least ten years and shall have completed ca 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: B. Source Limitations: Obtain block fillers, primers, and undercoat materials for each coating system from the same 2. Applicator: Shall be experienced and competent in installation of stucco materials, and shall provide evidence of a A. Provide protection of installed materials from water infiltration into or behind them. SPECIFICATIONS minimum of five years experience in work similar to that required by this section. "60+Unicrylici Pecora Corp. a. manufacturer as the-finish coats. B. Provide protection of installed stucco from dust, dirt, precipitation, and freezing during installation. 3. Products manufactured under ISO 9001:2000 Quality System. b. OPTI 738," Protective Treatments, Inc. C. Provide protection of installed finish from dust, dirt, precipitation, freezing and continuous high humidity until fully cured B. Architectural Coatings and Finishes for Portland Cement Stucco Functional Criteria: and dry. "PTI 767," Protective Treatments, Inc. c. 1.5 DELIVERY, STORAGE AND HANDLING 1. General: D. Clean exposed surfaces using materials�and methods recommended by the manufacturer of d. "Mono," Tremco, Inc. A. Deliver all materials to the project site in manufacturer's original, unopened packages and containers bearing a. Inclined surfaces shall follow the guidelines listed below: the material or product being cleaned. Remove and replace work that cannot be cleaned to the satisfaction of the 2. Butyl Sealant: manufacturer's name and label. (1) Minimum slope: 6 in (152 mm) of vertical rise in 12 in (305 mm) of horizontal run. Architect/Owner. *BC-158," Pecorto Corp. a. (2) For sloped surfaces, run of slope shall be a maximum of 12 in (305 mm). b. "PTI 75V Protective Treatments, Inc. 1.6 JOB CONDITIONS if (3) Usage not meeting above criteria shall be approved by Manufacturer prior to installation. C. "Sonneborn Multi-Purpose Sealant," Sonneborn Building Products A. Paint Application: b. Flashing: Flashing shall be continuous and watertight. Flashing shall be designed and installed to prevent water infiltration Div., Chenl Inc. 1. Apply water-based paints only when temperature of surfaces to be painted is between 50 and 90'F. behind the Architectural Coatings and Finishes for d. "Tremco Butyl Sealarl Tremco, Inc. 2. Apply solvent-thinned points only when the temperature of surfaces to be painted is between 45 and.95F. 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 fa. "PTI 200," Protective Treatments, Inc. 5F above the dew point; or to damp or wet surfaces. I Building code conformance: The construction shall be acceptable for use under the building code in force in the jurisdiction C. Point 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, in il dew-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 HANDLING indicated percentage change in joint width existing at time of installation without failing either adhesively or cohesively. PERMIT DOICUM TS registers and similar items in place prior to painting and re-position upon completion of operations. Protect floors and other A. Delivery Deliver assembly materials in original packaging with manufacturer's identification. B. Acrylic-Emulsion Sealant: Provide product complying with ASTM C 834 that accommodates joint movement of not more B. Storage: Store assembly materials in a dry location, out of direct sunlight, off the ground, and protected from moisture. adjacent work by use of clean drop cloths or similar coverings. Protect the work of other trades from damage. Post signs on than 5 percent in both extension and comprehension for a total of 10 percent. freshly pointed surfaces immediately following their completion. I Silicone Emulsion Sealant: Provide product complying with ASTM C 834, and, except for weight loss measured per ASTM C TIONS 1.7 PROJECT SITE CONDI 792, with ASTM C 920 that accommodates joint movement of not more than 25 percent in both extension and compression 001 30815d AS 04-13 A. Substrate Temperature: Do not apply stucco assembly materials to substrates whose temperature are below 407 (4C) or H JOW 1 PART 2 - PRODUCTS for a total of 50 percent. PROJ. NO. DWN BY S contain frost or ice. CA DATE D. Products: Subject to compliance with requirements, provide one of the following: B. Inclement Weather Do not apply stucco assembly materials during inclement weather, unless appropriate protection is 2.1 GENERAL 1. Acrylic-Emulsion Sealant: played. em A. Paint systems, primers, sealer, fillers and finish point shall be by one manufactur e. Products shall a. 'AC-20*, Pecora Corp. C. Sunlight Exposure: Avoid, when possible, installation of the stucco assembly materials in direct sunlight. be factory ready mixed for immediate application without thinning or other modification. b. "Sonolac", Sonneborn Building Products Diviision, ChemRex, Inc. Application of finishes in direct sunlight in hot weather may adversely affect aesthetics. c. "Tremco Acrylic Latex 824, "Tremco", Inc. D. Do not apply stucco Basecoats or.finishes if ambient temperature falls below 41 (4'C) within 24 hours of application. f1J G- 004 2. Silicone-Emulsion Sealant: Protect stucco materials from uneven and excessive evaporation during dry weather and strong blasts of dry air. =CUENT L= 'm7 a. "Trade Mate Paintable Glazing Sealant", Dow Corning Corp. E. Prior to installation, the substrate shall be inspected for surface contamination, or other conditions that may adversely fItaffect the performance of the stucco assembly materials, land shall be free of residual moisture. J ... ............ e e Lo n di n g V", ij� 11 1 it, -4f; i' 'i 1,, 1, J;�i ........... % IF-,Ld NY O'R'K CALL 811 BEFORE BEGINNING A W iA:1 t 0 P rt - lolchere t .................................. 'FLI F, Removb\Existinig-11' ustrum PA N/ 9 Budding 4000 4 CLIENT ove Existing > S� ru"Idt Tempo Cd:n� t: rary Sidewalk M kway & Ramp e Fleet Landina Roof Line Abov 12-1 to be Removed at Completion, S1 ewalk 1 Fleet Landing Blvd FNI ip Sid \9L,'foil Column Saw Cut Atlantic Beach, FIL 32233 Footer Below < Flush For Temp Side ARCHITECT VIA Concepts, LI-C 1807 Third Street North acksonville Beach, FL 32250 M26001354 oncrete Favers a t 6" Header Curb aii 69 to Match Origi See Det Sheet ti (All G(ad STRUCTURAL iv 6" Flush Hea it FL up, :P er et*bi s ey) 'tlo' eo e c at Latitude 30 Engineering 1510-B Second Street South Concrete Sidewalk & Rama, Jacksonville Beach, FL 32250 �.x 'Geometry & Grades P,0r-'.`0rt 'jna1 PE No. 58773 g Certificate'of'Authorization No. 26691 ELECTR ICAL 4 C David Hunter & Associates, I 1229 Sumter Square Drive West Jacksonville, FL 32218 ................. PE No. 53375 < .......... Certificate of Authorization No. 9882 .......... Limit lition - ................ Demo .......... r .-ImproVe nt Area A N .............. ........... M FL Replace Pavers Per Origina Prov ael cl� y4r�i < 'N in Existing �v r V LANDSCAPE ........... �e fo & Store Existing Pavers < Brian Burke, L.A. r ....... 1015 Atlantic Blvd License No. LA0001260 Atlantic Beach, FL 32233 ........ ... ..... --- ........... ------ ...... ... ... ........ . ...... ... DEMOLITION P LAN" Scale: 1/8"=1 Scale: 1/8"= r .. .......... ............................. ........... ---------------­---- ........... ................... ................. ----------------------- PLANT SCHEDULE-,Building 3000 i SYM XERO NATIVE .... ...... PLANTS.Florida#1 or Better ... ........ . .... ........ 21LI X X 11- gestmmia indic Crape 1i C� !Multii-Trunk,Min 3,Miti 2'Ci&Each,14'HT 7 Sim X Rbaphioliptis indica 4ndian Hawthome i3 Gal 2'x 2',4'ole, GENER& NOTES: PREMOLDED EXP.MATIL X 2- Ll W/POLYURETHANE JOINT X Serenoa Rooeris 0 �3 Gal 2'x 2%Vo�c,. X All phases of site work for this project shall meet or exceed City of Atlantic Beach site work SEALANT 901 X IPA ihtenbergia4:�apillai IMughly Grass 1 Gal 2'x1'Full 3o,c. 1/4" R. r1/2- Specifications. 2. The general contractor will be he ld solely responsible for and shall take all precautions necessary to T" 6-6 10-10 E.W.W.M avoid property damage to adjacent properties during the construction phases of this project. r TOOLED JOINT .......... .............. The 3000 PSI MIN. HICKENED 3. All work shall be performed in a safe manner. All safety rules and guidelines of OSHA shall be followed. 86d EXPANSION JT. See age to private property or CONC.WALK W/BROOM FINISH EDGE Contractor shall be solely responsible for any injuries of his employ , and any dam AND PATTERN PER PLAN persons during the course of this project All costs associated with complying with OSHA regulations and the Florida AS SHOWN ON DRAWINGS . ......................... ............... . ...... Trench Safety Act must be included in the Contractors bid. 4"CONC,WAL MAX 6" .................... ...... ...... 9U-MGH 3/8 FINISH PER PLANS .......... ASPHALT PAVING ...................... 4. Aill improvements shown are to be warranted by the Contractor to the Developer for a period of one year from date ... ........... 1/4' R.-If V warranty shall extend to City of Atlantic Beach. of acceptance by the Owner. ff the work is in the County Right-Of-Way or easement the Controcto(s one year 1- S R . . . COMP__ 5. Warranty / Disclaimer The designs represented in these plans are in accordance with established practices of landscape architecture CONTRACTION JT. SUB-GRADE for the design functions. Neither the landscape architect nor its personnel can or do warrant these designs or plans as constructed except in the specific cases where the engineer inspects and controls the physical (D N construction on a contemporary basis at the site. NC General Ci Walkway Notes 6. Do not scale these drawings. Use dimensions only. it is the Contractor's 1.SPACING or ALL JOINTS TO BE AS SHOWN ILO 1100 1 ON PLANS AND/OR SPECIFICATIONS responsibility to verify that the entry feature dimensions shown on the engineering plan agrees with the dimensions : : 6.101 5 REVISION/ISSUE DATE 12 NO. shown on the landscape architectural plans. If any dimensions do not agree, the landscape architect, engineer and owner shall be 0M SA Is 2. EXPANSION JOINTS REQUIRED WHERE ABUTTING notified and the dimensions adjusted prior to commencing with construction. ALL STRUCTURES,BACK OF CURBS AND WITHIN SHALL HAVE SAWCUT JIM WALKS AT 30'OC MAX OWAMM JOINI 0 20-RIA 7. Topographic bounda sury proel Ines, I des= existing utilities, site 3. LAYOUT OF JOINTING IS AN INTEGRAL DESIGN CONTROL JOINTS S�L BE CUT 4-12 vcz ini ons, a anding p ys- -.91[ing suticture lomons was POUR ELEMENT AND SHALL BE LAYED PER Durden Surveyors. =7y B. Burke &Associates Inc. will not be held responsible PLAN/DIMENSIONS AS SHOWN ID for the accuracy of survey or for design errors or omissions resuning Train survey inaccuracies. _'�SIDEWALK DETAILS & NOTES LAWN AREA PAVEMENT (A 8. 1he existing utility facilities and locations shown on the drawings are taken from readily available information. (TYPICi SOL AND ROOT i oc ns shown and there may be utility 1101-011.Al',71ECIRED CITY Of JACK50NVILLE The actual locations of the utility facilities may vary somewhat from the I atio .......... facilities existing that are riot shown or indicated on the drawings. The site utility contractor shall contact SPACING 5TANDARD HEADER CURB all agencies with utility facilities in the vicinity of the work and shall locate all underground facilities before PAVEMENT 1/2 D D : L beginning work. The contractor shall protect all utility facilities and repair any damages resulting from their wi 4'x 8"'CONC.PAVERS MODULAP CONC.PAVEP5 2-SR in conforniance with the contract documents and specifications and relocate if required at no cost to the owner. MULCH(,r MITER ALL CORNERS HAND TIGHT JOINT5,ON LANDSCAPE 9. Contractor shall verify and protect all existing trees and natural vegetation that are to remain undisturbed. CLAY 5CREENING5 The areas indicated for construction shall be cleared and grubbed to remove all roots and miscellaneous FL : : DEPTH VARIES CULTIVATED VATH PLANT PER SPECIFICATION vegetation except specific trees that shall be protected from damage during construction with the use of L HEADER CURB 1H SE UNDISTUROW tree barriers. Trees to be preserved are flogged, contractor shall verify before the start of construction. i ENTIRE PLANTING 00 INSCALL SOD SUCH THAT TOP OF I NN114G COURSE TRENCI-i EDGER SOL&RCCIT LAYER IS LEVEL 10. Contractor shall verify exisi elevations at connection points prior to construction and notify MTN TOP OF PAVEMENT Landscape architect of any iscrepancies. RSE CVR PLANTING DETAIL SOD DETAIL OMPACTED LIME5TONE EX15TING C 11. See geotechnical report for site preparation requirements. EX15TING COMPACTED 1. All plants must be healthy, vigorous material, free of pests and disease. KAL)r P I A N 12. Contractor shall fumish shop drawings, as requested in these plans, U 2. All trees and shrubs shall be grade "Florida Fancy�'. LU to landscape architect indicating materials and manner of installation SECTION A -- -------------- 3. All plants must be balled and burlapped as indicated in the plant list. for all components of the project prior to purchase of materials and construction. B�ledtan& �-.S�eg a ii r1mci 4 SCI`1CON8.PAVlRS 5EAL GAT' run 0 e a pu away p Contractor to coordinate all work with other utility installations not covered in these plans (Electric, Telephone, Gas, 13. LL FLU511 HEADER CURB 4. All plants shall be triangular spaced. Cable, Etc) and allow for their operations and construction to be performed. 6ECTION: S sgtiui cplerial hall i1ge ror blu"a s 1rom nTpc�PRNJr ft with four (4) inches of 5. All plants and planting areas must be completely mulched as specified ------------ MODULAR CONC.PAVER5 14. Grading contractor shall take all available pn=utions to control dust Contractor shall control dud by sprinkling, or by pine straw. A mulch ring for aF newly planted Trees shall be proviclea HAND TIGHT JOINT5,ON 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 representative at no additional cost to the owner. ............ 'before : : : : I CLAY 5CKE ENING5 6. Thp lanjra�e nt�r I. reiieporncj� 01"If n�ites Slhowil on.these plans, e a. pric ng Er aectonrd e s any discripencies.. 15. Cut and fill slopes are not to exceed 4:1 unless othendse noted. LEVELING BED ............ < ................... 7. PM ons�ruction, th3 landsc?pe Tontrutior shall be repsongible [�r locating all ynd round :,,r 16. All underground utilities shall be installed prior to preparation of subgrade for pavement. an S; ape to c ............ mage a al utili Isis during the c urse of is work. The 4 u I es and s all avoid a < ........... ............... tractor is responsible for repairing any and all damage to utilities, structures, site appurtenances, con etc., which occurs as a result of the landscape construction. 17. Any unsuitable material encountered and excess suitable fill material shall be removed from the site. COMPACTED LIME5TONE Trees shall not be planted closer than 7.5' from the centerline of underground utilities. The contractor shall be responsible for the removal of all unsuitable material and replacement with E S structural fill, See geotechnical report EX15TiNG COMPACTED PERMIT DOCUM 8. All plants shall be gudar All trees shall SIDEWALK tnteed1for 90 days from final inspection and acceptance. EX15TING A5PdALT I a d ity of the be guaranteed and lonal 80 days. 18. A qualified soils laboratory shall be on site during excavating to determine the suitabil exi ng ......... "American Stanord for Nursery �tocli regresen,� guideline specificatiorts sub-grade and existing on-site material prior to beginning any filling operation. SECTION B el o'n?yndoanr9sB9a fcoorntshtitute minimum quo y requirements or plant aterla. AS SHOWN 11-4-13 Ni KEfEK TO FLAN5 FOR FAVING FATTEIRN5 19- Contractor shall repair or replace in-kind any damage that occurs as result of his work. 10. The This Is to u5lanting shall be done in accordance with acceptable horticultural practices. PROJ. NO. DWN BY SCALE DATE PAVi 5HALL 5E 4"4 8"x 2 BY8" I G"5Q 5HELL5TONff CONCRffff FAVffi Vying, TU REI)E5Y Ti -59 incl e proper planting mixing, planted and tree pit preparation, pruning, staking or COMPACTED 20. All soils test reports to be submitted to Project Manager. COLOP TO 13E 5ELECTED.A5 i ON(8GG)358 00 wrapping, spraying, fertilization, planting and adequate maintenance until acceptance y the owner. 51-115-GRADE fertile friubl toPsR" _"�CONC. PAVER DETAIL NOTE:Provide Alternative Price for 4"Concrete-Uncleray 11. Plant soil mixture: Add suffi6ent peat or recycled compost and builders sand to natural All debris resulting from all activities shall be disposed of off-site by the Contractor. 21 (13 eble soil typical of the locality to achieve a 1:3 organic mixi. Soil in Tree Islands shall have at 11 12" 6f ai f6r tree plantings, and be void of any construction debris or-unsuitable materials. INTS N 22. All site improvements shall be layout for approval before constructing. ......... .....------------- LIS I LANDSCAPE PLAN LANDSCAPE NOTES & DETAILS NOTES DETAILS LM N'k\ Scale: 1/8"=l ' , I ; E �� ;�� it II I I 1� . 1 I : � I I 1 � I I � , I I � I —� II I" f � 4 G s i 1 j ^f 1 f g r k I II I i ( I € I 1 _ I ; µ i i;-I ' I t i`f1 i t j I ' I l I I . I—�,-, - , "I - - , I - i I 1;lin t� r,a 11, i I fi , ly IFtI Ir �„�4 e i_y .� , „ — P ,� P � . =,I t ,,.:.¢ is ,,. ,,.i �� r :� : I �� �; — ��' , , 11 ,.:Ii ,::I f l , � II FleetI " Landing .�, I�,,� ,, ]i i � 13 in I I * I I .1 ;� I .�. :- " - —I — - ; � I :,l �,1-:k f. I �i1i � ! :I :1I I I II Ir � I1:1 I � l� I �1: ! ; I: , �, I�� : l� 'Ij �i� r '.' ' i'l — , 1�11�1 't" :I �(I — '- I I1�li' :��;� I i�, : ;! I : I�I: :� I :�, . I � I I -1� � I I:!, , I I I I I— :1, 1 �z�� 11; 'l � I � I 11, � I—��-, " I - ,� , , I � I : ;I : I :1 1: 11 , I II , 1 . I - I � � iP ort Co \ , Chere I I I I I � , I � l g i I I !'i � `C I I I I P I - � , ; �' 'Ill— , 11 l � I I I n ti , � I i I f� : � . I , ' I ! � I I I � � i I I I I , i : , �il I I l� :1 I, : i �f �! I 1�' —, � � I . I . I I I ) I � I I i : �: : � , 11:,� I I ,I li :i: , I : I I I , � I . I 11 I i,11, � ) HEALTH CENTERI I t �� t I! r, I 4 i Bu � ld � n 4000 , ! . 1 fi I 7 —j 'I , 1, s d4�S F r P 7, I r ; I I� j d' _. t. _tZlIt" .. 1 I _ E ; f, j { i CLIENT I I I € h . . Fleet Landing II 1 Fleet Landin Blvd , kI 11 I 1 g iI 1 I 9. d I a" 11 , I,I i ,. a, � Atlantic Beach, FL 32233 li; II. I I i I I 1 I i! f r .t, i I c CT I AR HiTS III 0 .s r. 'i 4, - I 1 . I r 1� VIA Concepts, LLC I :11 l, II i I II I �I ' I I�11 ! 1 1807 Third Street North F u —\\) r I IfI l 11 All a Jacksonville Beach, FL 32250 I r AA21i00t354 E; ! f f t ' Ib v. `i 1 l r' L I a { €. 1' I STRUCTURAL i , : .... .; .1 I , ] HI e I I� I:i I i �, I ." 4 , ,I1:1 --r BUILDING 3000 r Ii NJ 'I r IIS L�7 Latitude 30 Engineering I 11 4 iii ' ,;ld 1 I j 1510—B Second Street South �� �; Il 'i Jacksonville Beach FL 32250 1 [ L P M 1r,g' PE No. 58773 I I I`l'a € Irl iI E ii, RIVE 1 1, 11 Iiff I I,�." -1 j : oRg�� p Certificate of Authorization No. 26691 ; 1tii I �1, I,�I. � I I 11 �i r ( 1 {li ELECTRICAL 1 i F, ii�, ',y II 1' t '11 1 I i I I r r' II 7 1 1 h E David Hunter & Associates, Inc. I 1229 Sumter S uare Drive West I I 11 : ,.. I, I I (' — ,I I I to i Jacksonville, FL 32218 \ ' 1 ; I PE No. 53375 I Certificate of Authorization No. 9882 I I I . t i , , i I i i I /\ y0/s� I w, 'Y I \ I% 1a I \ 9 A 1�1 I f , \ \��� �� . J!" i�, , I 4 � ,I I � 1i! o 1A I11.:I i li� Irl- 'i, I ''i I , , 'I. I a 4I 1, ,if E%i�I; � 1i 11 I,, ( I L, (� \ l t � �' „h II i�I�' 9 i ' 1.” I. A �� 's I 1, l' r kj I I i� ��� �► I !_ ! I 1. 0 CLUB l I . 7i I LANDSCAPE 31 S I ., I k I 11 I ,11 I° , I .1 I I , , a1' �f , x ManBurke,,; I( ! ; 1015 Atlantic Blvd I ._ I,I . 11 I ''I 1 Atlantic Beach, FL 322.33 , , l I . License No. LA0001260 Ii,- -. L1: I z I. I,. I I' �� i I'I, .. - - FLEET LANDING B CV I I �. f , YY r i I,.. , , ,. L'i , f- "f I, 1 t. 7 I: !I Iid, 1 i I` .7 ' . I, NEW CANOPY ¢, B -. r '! 1. ::... I 11 "I I; I I 1 i` �'I ,� .II L 1 I . 11 I , l ,I l I :1 t 57091. 1 , 5708 EXISTING ENTRY CANOPY I 1, I 1 I _ ' ! BUILDING 4000 I r. I I' 1, 1. IiI �� 11 I .. I Iif I I ` ,I 1 , l1. .. ._ �� 1. 1 . I ,� "j I I r ,I� PROPERTY LINE 5706 . I t I - .... I r . 1� I { " ,I A VF1. 1 �� I C� I R C I , L 'I: !1 5705 a 77 1 7 I i ±S it , I � h I I I I : 't I; I I j A W I 4 ! I 7 I I i .€ I I I I ! ,) 1'� A w p C P f. I, REVISION ISSUE I I N0. DATE I . 1 I 3 4 d .I f k�. , 1 1 E , G, E , 11 <, rl1�1 r. 1 1 IV ;, I: i 9 1!. i :iiI I i � 4 111 '' ii : ,� I�I �,.. i 1 : ,I : Iii: 1lo I 5704 I {! I1 Eill PROPOSED 1 I 1 � , ;. I I 1 ! I li [ �; I ; f �,,� ir 1 I I � �1, 1 , � t Ii ! II - I . I � I il I Is. I I I I ''I I , 1 I j I \ 1 1; I I � , :I , I I "t I 11 � 1 �, I I � �, I ' ' I I , i i I , ,I " i ! � 1, 1 i ; I I I � I ; i II I ; � , .� I I I ! � I � I .I ! � . ARCHITECT URAL I I, ,I , I I' ' , 1 5703 i . L � I •I1, 1 I , M 5613 1 I ; : I 1�1 �I '1� I 11 � I' l, i I k IiA "I' ' I I I I � 11 I„ e :1 !- � I t]:�, � I � I � : ISITE PLAN I II 1 ,:III �i ' ! ; 1 I 561211 5614 I II r 1 I Iz 1 I , I I I I I I \ . 5702 I I P , I I i 'II ;. I i1 L; 1 5611 1 - 5701 I I �I i I: � 1 I Lj I \ 5615 �.I I - 5616 . r i ; 5610 PERMIT DOCUMENTS 1 111 l' 1 1 l' f I 1. ' i I I _ _ .1 II 0 AS SH W 11 4 13 ,-- 11, II I � I 00130815d CMM , l , i I `I; \ PROJ. NO. DWN BY SCAL ATE ! t' I ;; I i I I 1 .x617 i : � I I f I . I� 1. ��I !, I � � . I I II I [-: , � 1 1; I i __ _I � N� .� . IA- 100 ; ! � 1 . � �: � r. I 1 I. . . I 4 I 1 ARCHITECTURAL H ITECTU RAL. S ITE P LAN � �� � � . � . I Ii I I _1-�— � . mij ILI'll t 1,ill 1 � j, ,1 I I A-100 SCALE: 1X32” = 1'—0" . - g t \ I 1, . I I I I i 1 1 I I pil { l � I — I ' '. I F $g -'' �: , I 11 N 1 1I - - - � -- - I ,� I .6.1.. 1 i, � 1� I I ` I ! i I � I 1 .- ' ' I'll, I I. 11 _ � ." '' ' ' I ) ' :; ,if , i 6I — 11 .i � iI L -- I I111�, I "'-'�,IIIIIIIIIIIIIIIIIII1 1 � , I I I 1; , i,9 1 j';-� ,t 1 lI � IIII '� � I I - I I1 1 ,� l - f ,t1;1, r I1' � I , I � � \---,: �1 : _I 1 , i '.. I� , P _ II I . 1 1 - l ;il : - � � G I 1, t hI: t �' I I III f I. eI.� , 1 :1 1I � �� I � � � 1 : li , x 1 I - - � : I U . I ._. " 4wiq . I` ii I l � � I , S . 6 , — ... 11 i� �.� - Ir I1, h i ,e4., .; - :� f , k ,� I. I � . I i I I, � , I. , i l�I: I � � I I I I� � . ,,. i :: I I I , ,I I :� I I , t ��r ii , i � i � � I I I ! ! j .[ � � 3. , - , :, Ii � h I i �. I !I I: � �I I �� : p � ! I i�, I IFleet �an � � n t I , I( I I l ( �� , . I ,.. �t�" 'I: IP :, I' I11 . I I , ;1' . :;, 1! ,�'' ; ,. j!. � . � !:, I I 1 .. � � G ' f : . i I ;, I� I ��Ill;;k 1, �� � : Ii II . PI Iort — Coc ere II , I ll . i :;� it i 1 ,� 1, I 'ii�� ' � , r I , I I� Ir" , I , , I I I I � I I ,II I (��11�ll l , I 1 i,.. i. �, �II ! 1 ' I I I� . � I 11 �� , I 11 ' I i, I i i I I I � i 1 I , I , f i I �i :ti I . I I � I 1: i I; I I`iiQ h i '. . II �I I � 11 I� � � 11i I� � : ' . , I I I I 1 i I - I . I i I I 1 I I � I �� B u l d i n 4 0 0 0 �,� i 4 F I , 1. �. -1 g i- [ 1 I I j ° r i , , OF EXISTING CANOPY/ENTRANCE � '. r , I I , � 1 1 i I i � , . i . - i ar r ,(''I I - I ,I I I I � , BUILDI NG 4000 , 7 I li CLIENT I I Pr , �, - , 777 a' -,t Fleet Landing I; ,� n - - , 'I _ - i , I .. i _ 1 Fleet Lundin Blvd Ii I 9 I � I I' I i I I I,'� .1 G 1 is S ' it' Atlantic Beach, FL 32233 I I - I I ") 10 I' I ' �. ARCHITECT (I J . . . . 11 i �. I11,L EXISTING ENTRY VIA Conce is LLC , i P aI u CANOPY COLUMN TYP. i 1807 Third. Street North i . I Ih I. i , r Jacksonville Beach, FL 32250 I EXISTING I EXTENT OF STIN I AA3600f 354 I 1 I I I PAVED ENTRY WALK I I i i I I I 1, I i, I 11 L7STRUCTURAL 1 - 1 I � ill � I I: I i : - --- I j1 . i I 1 1 r Latitude 30 Engineering 9 9 I' I I'1 ��;.1' I,: i ,I ` r ll� I i I 1 �II a :, : Jacksonville Beach, FL 32250 1510—B Second Street South Ill � 11 (` i i' i; i 1, it I I �� ,1 GENERAL NOTES• I / PE Na. sa��a i 7er i s e o u or zo ion o A 111111. �� ; u � j,i I B / v :1 I1 C t fi at t o th i t N 26591 :ii Ill 1: III ,`i ' • , i� l,1 �, 1 ,. � I 1 ,( 1. REPAIR OR REPLACE ANY CONCRETE CURB, SIDEWALK, 11 -3 11 -3 RELOCATED EXISTING DOWNSPOUT & I I 1 ; ;1' I i DRIVER ASPHALT PARKING, LANDSCAPING, I 11 I; IW it . . ELECTRICAL STRIPING, NEW DOWNSPOUT; TiE BOTH I 11 i ii, I M1 �I III " 1• ,< �� , 1' . 1 7 i iiiI1 �I1 I f r r � PLANTS, AND PLANTERS/PLANTING ARES THAT ARE GUTTERS TO EXISTING YARD DRAIN. R I I;r:'IIID I :: ,' I AFFECTED BY CONSTRUCTION OR DAMAGED DUE TO THE 4 , ' ' ii 'I1 ilII I , t I' � `.' ( EQUAL EQUAL NEW COLUMN, TYP. David Hunter & Associates, Inc. I , f "( CONSTRUCTION PROCESS. A-400 I it E} E1 , f�l f ,I1. 1229 Sumter Square Drive West 1 .I ! ,� ;I' I, E II I ° I i 1 i:r ; � PY FO THE EXISTING Jacksonville FL 32.218 ;� �, 11 � I; 2. DUE TO THE NEW CANO UNDATiON, I , : tI ; �- I I't I 11 �I t I YARD DRAINS MIGHT NEED TO BE RELOCATED; rONTRACTOR PE No. 53375 ; ;I II " ' . 1, I I f� SHALL COORDINATE W/ OWNER ON THE NEW LOCATION OF11 ( Certificate of Authorization No. 9582 11 ! THESE DRAINS AND TIE THE EXISTING AND NEW `: I I f DOWNSPOUTS TO THEM. PROVIDE MINOR ADJUSTMENTS TO I ' Ili , GRADING AS NECESSARY. — ... I — — — lii� 2 r I I I 7 j 3. THE INTEGRATION OF THE NEW PORTS-COCHERE ALIGN FACE OF NEW COLUMNS _ — — — — — — A-400 �; I q I STRUCTURE AND THE EXISTING SiTE MUST BE COORDINATED 1A, 1 B WITH FACE OF l: I � It II BEFORE CONSTRUCTION OR ANY ORDERING OF MATERIALS. ii ( 1 €1 ',i I EXISTING CANOPY COLUMNS i- T11 CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS PRIOR 4 iI fI I I'rk's, TO ANY COMMENCEMENT OF PROJECT. EXISTING SIDEWALK TO REMAINI ill ! ,, I - , �,jj: I � , 11 4. STAGING AND PHASING PROVISIONS FOR CONTRACTOR v I I I ' f I ," ';i, r OPERATIONS:"'THE CONTRACTOR SHALL PREPARE A WRITTEN :111I 1 4" �� �� I . $ I .( � i I: ; ,�� ISE I I PLAN FOR THIS STAGING AND PHASING PROCEDURES IN LANDSCAPE . _ , `- I. Ill 1 : .1 I I I ( , I ,fit CONFORMANCE WITH THE CONTRACT DRAWINGS FOR ALL % Brian Burke, L.A. it " WORK. R SHALL BE UNDERSTOOD THAT THE OUTLIZ --��l E 1015 Atlantic Bfvd I�'I E ` 1 `'"ill'r I �;I REQUIREMENTS PRESENTED ARE THE MINIMUM - )� REQUIREMENTS. THE CONTRACTOR IS EXPECTED TO r---�,—� Atlantic Beach FL 32233 I I PROVIDE ADDED DETAILING AS APPROPRIATE TO FULLY ti 0 License No. LA000126 , �F��7 n 1 I INFORM THE PROJECT MANAGER AND THE OWNER OF HIS/HER INTENDED METHOD OF OPERATIONS AND HIS/HER '�I " SCHEDULES FOR PROPOSED WORK. 11, 11 1 a , I I I I I : I r -�,........................ I ............ � , �) . THE OWNER RESERVES THE RIGHT TO MAKE CHANGES TO r ,, ,>, i �� THIS PLAN TO FACILITATE CHANGES TO FACILITY I Itf I'i I �' ,+ I: OPERATIONS WHICH ARE IN THE BEST INTEREST OF FLEET L! II ; �1,,, It— i, Il III it : .i, LANDING. I I I �s1. .. I �li� i' ALL COSTS ASSOCIATED WITH PREPARING THE STORAGE1, V,- - -..I I . I, 11 11,1111" 11 I I: rI 1 1 AND STAGING AREA SITE SHALL BE BORNE BY THE CONTRACTOR. THIS INCLUDES, BUT IS NOT LIMITED T0, - — A-400 L a II CLEARING AND GRADING OF THE SITE, DESIRED ( 'I I: I I �� STABWZATION OF THE WORK YARD SURFACE, o ! [ ' , !Ili Iii I �, CONSTRUCTION OF ANY TEMPORARY UTILITIES, ACCESS 1 ( �: ROADS, ALL SECURITY FENCING, ETC. 11 I'I III �� I I I 2 �� I. �I1. ii� I I A-300 1 �� I,Il I i I Ii j I � , f '` i�( i �. I I 1 1 II, s� �. I I., i ' , I` I ( 1. I .,. II a l d F i' ! l - t I' l J Ir I I I gg it I i� f l: 9 i�� i �:.. 6 1 3�i f � << � C i � I � i ,, EE11 I H[ I ( s, I :l 1 4 1 4 I I `: ,, I I sk j I ' ( I I N0. REVISION/ISSUE DATE i '` - 11 1 11 I j: 1 ( rI I , REMOVE EXISTING LIGHT , PROPOSEDI � I I , I I POLE & CAP POWER SOURCE. COORDINATE WITH L O O R P A N ,�� I . . : 1 ll� : I � ; i;jL I i t i: I � '�� I I I OWNER ON RETAINING POLEI � e . . �. ,� I r i FOR FUTURE USE. it iI �., I :1 I1,tw ► I l. , , I :1I ' I 4 1' ( .i I i ! !I T i �: I j i it� II ! I 9 Ij;iII I � I y� , II DOWNSPOUT I i TYPICAL I I - 1, I I I , I' 1 IIII 1 ,. 1 P A-3oo PERMIT DOCUMENTS G 1 I i '11 II 1 l I I .�1 : AS — — A H N 1 0 13 00130815d CMM i .� 11 . 'I 1. i PROJ. NO. DWN BY SCA D E I I I it M I I ' `. `°� c ��, i I � i .11 :1 i :. I P A 200 ei+ . 1 PROPOSED FLOOR PLANry r ? ` � �: i „ _ I � _ 1I� 11 1 ., SCALE /4 1 0 ,E i I; I! i� : 1 , I :� - . 1 — . — --- �. ,�� ' j �;1 i . I ! A 200 1 ,I 41 hli i .I II ' 1 I I � � 1t I I ;( $ a` 1- 11 __ lI ::�, I �I �I� r ( 1 °I Ia I �� I :I i 'i I. -- I — I - —-- _ ,, eiil d Y ing Fleet Land ' A Port — Cochere 1 h 4000 Build* g _ 1A �1 Pt: ti` 7 CONCRETE TILE SHINGLE NOTES: CLIENT t:i Concrete tile requires a roof deck that is sloped at a ratio of 2 1/2 units of rise over 12 units of hodzontal movement, or 2.5:12. Slopes from this Fleet Landing up to 4:12 require double underlayment or lining for maximum moisture 1 Fleet Landing Blvd V, 1 protection (a self-sficking bituminous membrane). Such undedayment must -inch steip fastened sufficiently at the eave and continue Atlantic Beach, FL 32233 start with a 19 with 36-inch- wide strips overlapped at 19-inch intervals. In addition, J rers re uire that tiles on a low-slope roof be installed many tile manufactui q using a method that Tini(ni�es the number of fasteners that penetrate the membrane, contractor shall refer to manufacturers recommendations. Only ARC one layer of underlayment is needed for slope of 4:12 or greater, applied -style overlapping fashion starting at the VIA Concepts, LLC the concrete tile in a shingle eaves and lapping every 2 inches. In areas with high winds, underlayment requires corrosion-resistant fasteners applied according to manufacturer's 1807 Third Street North FACE OF EXISTING instructions. Jacksonville Beach, FL 32250 F_ BUILDING M26MI354 L —1 L _J Fasteners for concrete file must be corrosion resistant and measure over 11-gouge, with at least a 0.31-inch head. They must penetrate the roof EXISTING CANOPY EXISTING CANOPY LIGHTS STRUCTURAL ROOF BELOW BELOW deck a minimum of 0.75 inch or through the entire deck thickness, whichever is smaller. Attachment wire must be at least 0.083 inch. Perimeter fastening areas must include three tile courses that are within 36 Latitude 30 Engineering inches from either side of the hips, or from the ridges and edges of the eaves. –B Second Street South 1510 EXISTING ENTRY CANOPY Jacksonville Beach, FL 32250 Where different roof surfaces join, flushing and counter-f lashing are CEILING BELOW ETR PE No. 58773 required to protect the roof deck from moisture penetration. If they are Certificate of Authorization No. 26691 made of metal, they must be at least 0.019 inch thick and corrosion ;J A resistant. Flashing at valleys must extend at least 11 inches on either side J Q of the center line and have an integrated splash diverter rib that is at ELE least an inch high. / A B B A David Hunter & Associates, Inc. NEW LOCATION OF DOWNSPOUT 1229 Sumter Square Drive West Jacksonville, FL 32218 NEW MErAL GUTTER & PE No. 53375 DOWNSPOUT SYSTEM, TYPICAL Certificate of Authorization No. 9882 .......................... ...........- ...................- .............. ............ ............ ...... .... COLOR & PROFILE TO BE t ..4 SELECTED BY OWNER. ...................... I W .. ......... V 7 . ................ 7 'LAN LEGEN 7t_7/7- LIGHTING REFLECTED CEILING .......... --77-7- 7 , / ................. 7 _J 0 /7 /7/ EXTERIOR TONGUE & 77�7 //I77� LL Ll GROOVE CEILING L �\J �J: ............ . . ..... . . .... 7-7 — — — — — — — — — — ... .... 7 REMOVE EXISTING CANOPY ........... ............ DOWNSPOUT AND RELOCATE TO ADJACENT SIDE OF 101,1 LANDSCAPE ................................. NEW PLYWOOD SOFFIT BUILDING CANOPY V) TO YARD DRAIN (TV.) T .6 EDGE OF EXISTING COLUMN AS SHOWN. TIE BACK ............... & ...... .... 01 HT TRIM SYSTEM FOR 04 ...... ...... EXTERIOR APPLICATION LO Brian Burke, L.A. PROVIDE NEW GUTTER AT FRONT -43 17 1015 Atlantic Blvd q, EDGE OF EXISTING CANOPY AND .. ............ ............... . . .... Atlantic Beach, FL 32233 EXTERIOR WALL SCONCE TIE TO EXISTING GUTTER W/ ................................................... .................................................................... License No. LA0001260 .... ... ....... PROPER SLOPE TO EXISTING . ............. ............. ............ .............. ........... ................. ............- ...... ..... CAN LIGHT .... ..... .... .............. ....................................................................................................... NEW GUTTER SHALL MATCH . ............ . .. ....... . LIGHT VALANCE,�,f� ........... ........... ............ .............................. . ...........- ........... ....................................................... iV', . ... .. COLOR & PROFILE OF EXISTING J ............................ ........... ................................................... PERIMETER, TYPICAL 0 LI .. .......... ............................. F ..........4.444. ............ ................ .......... ............ ....... ... ... ........ EXISTING TO REMAIN ETR __J ........................................... ............. .......... ............................................ ................. ............................ ................... ... ..... ...................... ............... ...........- ............... ........ . ....... ...... .... ............ .......... ................ ...............- CAN LIGHT, TYPICAL ................................. DIRECT INDIRECT ................ ............. .................................... 4" 1 0 CLG HT LIGHTING 15-7" f ............. ..........-....................................... .... ...... .......................... ........................ .................................................... /A� .......... ..................... 4' FLUORESCENT ................................. ...................................................... .............. ................. ...... ............... F. SURFACE MOUNTED .............. ........... ................................. ..................................... . ..... ................ ...................................... .............. ...............- 4 LIGHT FIXTURE ...... ....... SWITCH . ..............- ........................................................................................... ........................ A.. ..... ..... ........ .....0.1................... ....................................0 ........... PLYWOOD PANEL SEAMS, ...... . ....... .. ...... ... . ..... .... ..... .................. ................... ................... ............... ............................... . ...... ..... SUPPLY DIFFUSER TYO. .................................................................................. ................... ................. 5:12 SLOPE TO 5:12 SLOPE TO :77777771, .... ....... ..... .......... . ............. ........... . ...... ..................... ............ CAL MATCH EXISTING , . ---- i . : j L : : : W. .. : : MATCH EXISTING: /A. RErURN DIFFUSER ..................................... .................. ............... .................... ......... .......... . ...................................... .............. .......................................... .................. ........... NEW TRIM AT EDGE OF AN a ....................................... J .... . ........... ...............L............................................L-...................................................................... .......................... ............... .......... .................... ................. ................ /A ­-— .... ...... ..... ................................. .............. ................. ................................ .. ........ .. . .... ...... .................... ......... .................. .......... a ........................... .... .......... .......... . ...... ................ ........................................................ .............. EXTERIOR WALL WASHER ..... ..... .................... ............. .................. ..................................... ............................. J ........... ..............___................................................................ .. ....................................... .................................... ............... ASPHALT SHINGLES ON CUPOLA; ..........L.................... ....................... ........... . ....... ....... .... .....................L- ..................................................................... ............. ...... ..... COLOR TO BE SELECTED BY NO. R OWNER FF, EVISION/ISSU ................. .......... ................................. .................................................. X .... ....... .......................... .......... ........... ................ .................................. .............__................­_................... ........... ............... ................... ..................................... .............. ........... ........................................ .................. ........... NEW CONCRETE TILE SHINGLES; .... ......... .................... ................................... .................. ........... .................. ...... ........ .... . ..... COLOR TO MATCH EXISTING .......... ....................- ................................. .................. ............ ............. ADJACENT ENTRY CANOPY ROOF a ..... ....... . ...... ............. 0 ........... ..................... i f V ....... ..... ...... ...... ............ ........... a PLYWOOD SOFff OVER ............11: AMERICAN WOOD MOULDING LO M ...... ...... ....... 2'x2' ACCESS DOOR OD .......... ..................... ................. REFLECTED ................ ...... ................ .......... .......... :4 :................ a ..... ..... ............... ................. 77-7— .... . ...... CEILING PLAN :F7 .......... 7�-77�—/� 1,12 —7/777�/=/ /�-77-7 7/7�/ .......................... ............ ...... .... ................ .......... ........... .... a ............. 2 2 F." ............... ............. ................................ ............................................... ............ ..........: ............. ........................................................... .............. .... .............................. V/ ASPHALT SHINGLES ON CLG HT EYEBROW; COLOR TO BE '*-F 13'-60 MIN. PERMIT DOCUMENT SELECTED BY OWNER. AMERICM WOOD MOULDING WM972 3/8x2x96 in. Wood Pine CMM AS SHOWN 1-04 13 Mullion iMoulding, Home Depot CONSTRUCTION COMPANY INC.) OR SIMILAR PROJ. NO. DWN BY SPALE-,,/ D E NOM. 14'-1' WIDE x 2'-0" HIGH k F, o"; e 3 CEILING PLAN DETAIL 2 REFLECTED CEILIN'G PLAN A- 201 Ij ROOF PLAN A-201 SCALE: 3" 1'-0" A-201 SCALE: 1/4" 1'-0" _011 //7 7T7 -201 SCALE: 1/4" A j'F J 7; It , I fI ( — _ .. .I `.� f,' 1 • 1 '111 } - _ I �. l `, •I� '� Ii' ( t 1 m 7 3ry 6 "i 3' r1 I I I i t I �,��,,,{ ,rL+'� ,« •,d t 1 1 S -j i f`,axn i ,is! r V, q ro , k _ p• .� • 1 _ , I } f Y_ '�I 1: j `. ' II, I 1 f i 1 II I 1 I 1 I ,I I a I a Fleet Landon .I 1 . r a I I I I I 1 + 1 ( _ I . CUPOLA W AS I PHALT I Port Cochere I , 1� i I f I f r SHINGLES COLORS TO BE 'I ,1 I ! I SELECTED BY OWNER 1 �� , , ' [ I I I A-400 1 1 � , I i - f , . . 1 - I Y _ 4 a 1 { I 11 I 12 f 11 ��. I, �' �� 9 V,? � �Bulld � ng 4000 , , t t I , , I r, ,�: z 5 ROOF SLOPE TO MATCH t) ' , ' , EXISTING ADJACENT CANOPY, ;i11 t .I , t it I I ,; FIELD VERIFY PRIOR TO I , I � ' : CO STRU tl ;i! Y , I N CTION ,I zd , .... . . CLIENT ly s,: 11111. .. :� �I I ! it PREFABRICATED EYEBROW W/ ;� 12 II1 II } s- I .......................................... , . .......1.1 .1.1 ASPHALT sHINGLEs; ,:�`,� Fleet Landing I } ,. :. , .,.. . 5 NEW TILE SHINGLES; COLOR w REFER TO ROOF PLAN , : : t ,. .....I.......:.:.... ... ... 1111.. . ....:.. , 1 OF EXIsr1N 1 t d Blvd �......:....... . ....... .,....1 ..:..111 . GI Flee Lan ing ;< _1111 : . . , ..;.: ENTRY OPY TO MATCH R00 ���� F .a::. : 1 .: CAN 3 , ,. .: .....I.. ....... ....... antic Beach FL 32233 i . .. .. .. Atl t i ♦ .. � 3 ... 1111.:1111. ..: .......... ... .. .. .. .. .. ... ... .. 1 ,'. ,-. 1111... ............ 1111... 111.1.. 111.1..' 7 il:.. 1111... '..�1111 .. , t I , r. i .: .i. : :.: ............:. 1111.. 1111 ................. z I .. .. ,. : .. .........:. ....................: 1111 ........... 1111 ..:..... ..'.............................. .. : 1111... ..,. : :...: EXISTING ....... _. .. ............:.... ENTRY CANOPY 1.... , . . } , ...:l..........:..:. ................... ARCHITECT f • . , : ..................... ..1 ...1 .11.......................... ........ TO REMAIN . : u 1 , I I VIA Conce ts, LLC • P 1 �_ 11 �. �: 1 CL ARA E 3 6 NC J 1807 Third Street North ' f DOWNSPOUT & GUTTER 1 I .. ... acksonville Beach FL 32250 - i i I 1 .. M26001354 { I I I , I ..............i.... , ...,., ' NOM. 2'-0"x2'-0" COLUMNS W/ I I i I , I I STUCCO FINISH — REFER TO A-400 i 6 TALL CAST ALUMINUM LETTERS, G .1111 STRUCTURAL I I I BRUSHED FINISH. TEXT: "13'-6" _. 9 9 ti I ,, 1 I I I - - --.- CLEARANCE" IN TIMES NEW ROMAN I 1 + I , , - / " ; TIE INTO I Latitude 30 En ineerin NEW GUTTER E h G i I I 4 > FONT. STUD—MOUNTED WITH 1 2 EXISTING CANOPY GUTTER I.:: I p i I 'T' SPACERS. I MATCH COLOR & PROFILE & i I 1510—B Second Street South ' I I V ( ) I I Jacksonville Beach FL 32250 i° 11C,M1 p 1 II i I 4 I I I PE No. 58773 I 1= =`� I RELOCATED DOWNSPOUT I € I�I . {I I �. ' (REFER TO ROOF PLAN) I Certiftcate of Authorization No. 26691 I I , f r � I 3 f N I I , I i c , L,I I c _ , I I 4 % ' I I , I I j. r 1 I k I I I ? r; I I I I ELECTRICAL Z { I t I ... I II ( , I I i'. I al I I I o o David Hunter & Associates Inc. j i I I I I �' I I ' I II 1229 Sumter S uare Drive I f 1 West q �� I` ill i `��A Jacksonville, FL 32218 I ' I ,1 I i _ I r I1 ° PE No. 53375 I , b{ f s;> , { Certtflcate of Authortzatfon No. 9882 a: I ( �I I , I <I u ' .L ' 11 1 t, � 1 !` I r (' 1 I k I I I I NOTE: I[ ? I " TIE NEW DOWNSPOUT TO EXISTING YARD DRAIN; f MIN. CLEARANCE OF 13—6 MUST BE RELOCATE EXISTING ARD DRAT I Y N AS NEEDED TO I i MET. CONTRACTOR SHALL'BASE THE ACCOMMODATE RELOCATED EXISTING DOWNSPOUT ;1 ;, 1 ,� e I I CLEARANCE ACCORDING�TO THE HIGHEST .1 1 L.;I j '.. I . ; I AND NEW DOWNSPOUT , , f. I ff 41 ; I III I i TOPOGRAPHY OF THE DROP •OFF/ PICK 1 UP DRIVE { ��! 2 SIDE E L EVAT I O N I ° i _ ' I A-300 SCALE: 1/4 = 1 —O i �� 1', a, t y I = I ¢ .jCj } i i{ LANDSCAPE g `' ,1 9 �i I 1 ' • ' I { �� tI ; ' I '�. 11 Brian Burke, L.A. + 4 I I '_ I .. ...,_ 1015 Atlantic Blvd _ { j I Atlantic Beach, FL 32233 4 ,. ._., ,. .� I1� License No. LA0001260 i � ' Ig k `{ I� ' t,� ! ;'; is v e f IIY ( '; I h f , I V , t' `� 3 7 # I, 111111 { S r tI f -?� I I I S I 1 YI 1' '{ I .. `� I :: �! I II 1 I , , ,' I,I 1 I:'. I ..... ...... . ..111_.1 ......... _1111.. ..._ .... ...11..11 1 ,I 111_1. ...._.... .. ... ................ ._........ .............._.. 1111 1 1 I ....1111._ _1.111_.. ._1111..........,. I Y i II j ' II .......... ............. ........... I I ,' + + i gl I 1 6 � f ,11' I � m, � i R . I 1 I I i t i i I E ,1 d 1 i ,...........«�.................«. i1 l ...III I.; ; , , , i I € { E'. I } I I 1111. I i�' 'i I 1 U h E I 4 ! I, I I I p A ' I° ��� j'1 I 1 ' , . ' - t i : ��I I II f I 0" L CAST ALUMIN 1 TAL UM LETTERS I 1+1 6 :I ,f 1, 'N t , { l i °1 1 !III,: C b 1 l ' — r. i .. I +I I , 1, I`'! �''€, , � '; I III ��I;I 1 :; 1 :I .f .:.:......... . BRUSHED FINISH. TEXT: "1000", I r I j I L PREFABRICATED EYEBROW W/ J ; ,, 1, i # lil 11 ii ( t„ 1 1 X11 G ,, (,� If I, i I = rI i ASPHALT SHINGLES; 00 , or 4000 (ACCORDING TO 30 I' , i I,I 1, I i I 11 p 1 ,5 .I.1 4, } 5 1 I , -1 s REFER TO ROOF PLAN ) N0. REVISION ISSUE DATE BUILDING NUMBER IN TIMES NEW I E „ ROMAN FONT. STUD—MOUNTED WITH / ,, 1/2" SPACERS. I ( i , _ ... I 12 .. , I . , LE SHINGLES, CALOR I I 5 TO MATCH ROOF OF I I a � ., i - EXISTING ENTRY CANOPY I j I I OPOSED i ....... .. .. ( I i I �� .. ,I i ,I - : q .. 1111._ I 1 _______________--------------------------------------------------- -- STEEL BEARING__ II I l I ------------------------------------------------------- , » ! II EL 13 9 — — — , + — — — — i ` — — — --�+ — — — —� i cLEAwwC;E E A T I 0 N S , { MINIMUM 1 I I I : I I. — — 3, 6" i L _,,, I I I L.I �I 1 - I } I I 1-1 $ f 1., II w i 1 1. i 1. ' N ' II II l 1 1. 1 1 1 , II 11 1 SII 'I _I I I. II I 1I , II ,l { II I , I ,, �• �I 1 i II I 1.1 s II . . II II. 11 . II I'I t'I I 1i - It 11 II PERMIT DOCUMENT II 11 C 11 II ; ; t, , I I. :I II. 1I 11 S I I I i I , . ......._ .. r 00130815d CMM AS SHOWN 11-0 13 ' I1 PROJ. NO. DWN BY SALES( D E + ,` 11 I. EXISTING ENTRY CANOPY & �, i' I APARTMENT BUILDING BEYOND -_ �'. a�: p 1 A 300 �, , i ; ; FRONT ELE I , II ATI 0 N a' 1_... f !� „I i I �, F. � , , A-300 SCALE. 1�4 = 1 —0 II SII i I I �. v j I I I ( f !�h I - �, E k III J h I , , , - i ;. _ _1111 u. ....- 11 t __ t `I - ,. ;, ? , ... ta„x " c,. . .-gyp} ""�€a^•-^„ -s ,.. t:' a ' } I 'h .. W.. I ,9 ; I : „ ��11 IT:­1�� i II Ii.PI I. s, i'.I 1° ,.. .I s. d ,i ,i ,t .; I., , - ,I Ill 11 �, , , ,,, I., I —, I I i ) I L .l ., .. , �'":... n I::.: P it , I: E ` 11 I ,taI��, a, ,w 1, k ia, .M ,I :�., I, c.r. sfk., tl' � t,. `:t ..I I I .��� 1 i p'. I "i l., I r 1. f �k` I ii �yi ;� i ii. .,1; II, rl' Y _ I, 7 y, ll•.� $*.:: .: , , it ..,i•, ,' �li,l r _,! Ia#; 61� „ I. I ¢ . a ; . ( ' It , I, PI I i k� �, I _ I k 1 c - �""� # I `II Q g : � ,;,­ c "', I 5 W .. - ` � , , I -'i i; - - - 1-11'. i 1' ' . �-, , I ,, I I,; � ,: , - , , _,,!� ,",—r " :,I — I � I i11 ''='t% - i �", ;;' : ! I i I FIBERGLASS SHINGLES ON ICE & Fleet La d II . , � -- �I, .� � , "I , I i' ; WATER SHIELD; COLOR TO BE �/ ` i ( ':11 I' SELECTED BY OWNER I I Port — Cochere 1 �l � I,I i �� . I . 1 I�� 1 I _/ = e, MT. DRIP EDGE OVER 2x4 FASCIA ��' 1 I I, i ' III .. �, I.It III .. .. ._ - S 'j iI \I 1/2 PLYWOOD SOFFIT, PLANTED 4i s 9 B U I n O O ar g II, 1 i ' , : LOUVERS 'I I 1 1 I r PT NOM. 2x2 WD TRIM, PLANTED S 1 �� CLIENT ti I I '' I ' it 1 i I ,7 I21 I I I 1/2" PT PLYWOOD, PAINTED �' :I 1 1 ;I METAL FLASHING Fleet Landing it, , i 1 Fleet Landing Blvd 1 I I11 t CONCRETE TILE SHINGLES ON I Atlantic B , Z I each FL 32233 ' 1 � ICE & WATER SHIELD ON I i I i I I " 3/4" PLYWOOD DECKING ON 3 PRE1. -MANUFACTURED WOOD i i I I. .,� .3 ra a ARCHITECT I ' TRUSSES I :I i I VIA Concepts, LLC A .1 8 1 07 Third S Street I t t North ! i I 5 SECTION DETAIL AT CUPOLA :� Jacksonville Beach, FL 32250 A-400 SCALE: 3/4 = 1 -0 I �- t ,� n , n �� i I 1 ' i I I CONCRETE T1LE SHINGLES ON _ I I 1 F . ( r� a 1 I I , A I I I ICE & WATER SHIELD ON I i I I 3/4" PLYWOOD DECKING ON ti•II , 6 . , STRUCTURAL j Ili 1 1 , l:i Ii li iv�',;��'; ; ,t ;'Iti - - PRE-MANUFACTURED WOOD ." - 12 ` CONCRETE TILE SHINGLES ON • I I I TRUSSES ICE & WATER SHIELD ON i I Latitude 30 Engineering I ;I''ti I , i 5 " I „ ;: 3 1510-B Second Street South 4 PLYWOOD DECK N I I G ON I I / I , 2 1 AP � ' ED wooD Jacksonville Beach, FL 322 x ovE �` ,r,1 ; l PRE-MANUFACTUR I' i �., ,1, ,_ I I .111.1... ..1.1.11 II .I Ii ,, �I I{ I I , TRUSSES PE No. 58773 tifica ori `,. ; I I H ; I i;; i OVER PT l x 2_4 er u . MTL DRIP EDGE 0 EQUAI_ EQUAL c to of A th nation N 2sss1 v I. . 1 ,1 I I 1 ;' 1,i 1; i 1 T2x10 PT WD. FASCIA I {I �' I I 11 „� 11, 1 ELECTRICAL ii : I GUTTER I I , ;,; --- y CORNER SCREED, TYPICAL _ David Hunter & Associates, Inc. € ( PLYWOOD SOFFIT W/ I - - - - -C UN _ . TRAY EI G .. "— EL 15-� 1229 Sumter Square Drive West �II I SCREENED VENT STEEL BEARING • DRIP EDGE OVER PT 1x q I } Jacksonv111 FL 32218 I . F �::::: STEEL BEAM, 'W' PROFILE - EL 13-9 e, I 2x10 PT WD. FASCW --- -- --I. ::. Or PE No. 53375 t' .Ir ; , , ( , { I REFER TO STRUCTURAL . ,,. L I;, w Certificate of Authorization No. 8882 L - � ,I;I,:, 1; I I I . ..1...111 ,, ,; ;; " METAL GUTTER; OWNER TO I ,;I z, ,I 11 I _ _ 3 4 STUCCO W PAINT FINISH ;I ; I I i I POUR IN PLACE / / SELECT PROFILE & COLOR I , ... . r,1 ;, ;{, I,; i I _ MATCH COLOR & TEXTURE OF --- .' I a; L. REINFORCED CONCRETE 1x TRIM TO COVER i I EXISTING ADJACENT CANOPY PLYWOOD JOINT PAINTED I I I I I PLYWOOD SOFFIT W/ SCREENED VENT l'I, , illy I I I i I I REFER TO STRUCTURAL � - - - � 11I �, 1 , I I I --�- STEEL BEARING _. I , .I 1 i, i I I:r i ,ij — — — — — — — -- 1 i I I [I. NOM. 2x12 PT WD PROFILE .- .. - PLYWOOD, PLANTED { - " , 11 I L , :I ka F- I,, i :. I. ­­­­­...­­­......­­­...— I ..EXTERIOR GRADE WD. 'r EL 13-9 I ; { , _ :I I .I ....................:' TONGUE & GROOVE - - - ' 1 I I I — ,I ;I ! ; II . �� I i I I L — ; : : CEIUNG PAINTED _ MINIMUM CLEARANCEI � NOM. 8x16 CMU FILLED CELL 1x PAINT GRADE STEEL BEAM, - - , ,l ( LE - = II I ;, I, i i REFER 0 W PROFl Y EL 13-6 ' I I w W/ REINFORCEMENT, REFER TO LUMBER, PLANTED I T STRUCTURAL s! I1 I I :` • 0 • STRUCTURAL (LIGHT VALANCE) L 1111. i i' I i.._...... I �-COLUMN IN BACKGROUND ;",Ill I a ' I, ; I . - \ 1. � r I I;'' I If i a. , , i - � , W/ STUCCO FlNISH TLANDSCAPE -1; I I " 11. , " o . .. .."'.- I :� �.,­..- ;.�— . =I 1 r I I 3 4 STUCCO W 1 I I .........11............. 10 / PLANT . 1 �j �i 1 i I ''. .. iiiiiiiiii4 ... . . . : :. : .,: ..:...:..,: :_i1_--11. � !:,,: I 111 ' & _.-.1., .. B s ' I I FlNISH, MATCH COLOR rian Burke, L.A. 1 i - : I i ��- TExruRE of EXISTING 1015 Atlantic Blvd �� i I 1. : I 1 I - I` ADJACENT CANOPY Atlantic Beach, FL 32233 . 4 TAIL 3 I I I I I �": License No. LA0001260�'. ) I 1' ' i PLAN DE THROUGH COLUMN SECTION DETAIL AT BEAM . ..1111... I I NOM. 8x16" CMU, FILLED A-400 SCALE: 1 1/2" = 1'-0" A-400 SCALE: 3/4" = 1' 0" I, 1 a ! I i i CELL W REINFORCEMENT `'. I �� i / , l 11, I, . . I �. : :;1i I� I : ,, REFER STRUCTURAL � `�, - - - - - - - - - - ► TO ' t;' ' 'I ,,.f. I .. ... x ii :: ,I, I,111..1 {11, ' ',I f I l I- 1 I11, ; ! I I 'IP I { I I WOOD FRAMED CUPOLA W/ ASPHALT I> ' ' I I I :I I ' ;• I I SHINGLE ROOF II ,' ,I i I'I ? i it IIN I I i J, i ' i :I I I ( i,..l I I i i i' i Q' I k Q r I I I , e: '., .. IIll 1 .. J° \tit 11 - � I � � 4 I 5Ili �I �I A 400 i- - -' A 400 I I i. 4 .............. n i. .. ... 111:1... :.. I. ': i .. .. .. .. .. :::: :.,,. - 11:11..... CONCRETE _ I I I ETE TILE SHINGLES ONll� I 1 i j I i i I I ICE & WATER SHIELD ON '11 I I 1. 3 3/4 PLYWOOD DECKING ON rl , PRE-MANUFACTURED WOOD TRUSSES . _ I [I - . ' I I Ill, 1. t � ; i I � FI � - - - - - - - � 3 ,f I 1 i I I / i I I l B A-400 a (A i r 3.' 1. % f I :.. bll _. _. I a.I I I : 1. ' � , I u: : , I I i ? . I i 4 I I : I 17 1 'i , I II {, I I ::. i . i; rI 11 I 1, • , , — — I I I I _ C UN i I .. I .. I . I — _ I , " -TRAY EI G 1 I I I —�- 'r EL 15-7 , I........ I , :, J _ __ .1111 ....... .... ..... . .... ._ I i {. j 1.1-I - I _ I LA0. REVISION/ISSUE DATE :: �` ........ . .................. . .. ........ ......... . ....... ......... ........ . ............. .................. ..._.........................1 .. STEEL B . =1.I , I I ! I......... - - - FARING I, ,:. I °. ........................ _: ".. 1111..... ............... .......... ........1111 1111. . . .............. .. 11_11. . ......... ...... ................... .................. . , :I r o ' I I :: 11111. — - I `I' EL 13-9 ' , I 1. , I �� •. 1 1 . ( I { ; I i I I.: F. TRAY-STYLE CEIUNG• REFER STEEL BEAM 'W' PROFILE - II MINIMUM CLEARANCE .... L I = I :_ ) TO REFLECTED CEIUNG PLAN REFER ATO STRUCTURAL I I 7\1� '� EL 13'-6" I: F ♦ / 1. I - - - - - - � I1. I I I. I � ! � I I I ! I t : I I I I I NOM. 2x12 PT WD PROFILE w I . I I I � !� i I I I i ; . .. T SECTIONS & ; I I I I COLUMN IN BACKGROUND , I l ti I I I I i i f II I l � . I !I I i ! W STUCCO FINISH lI _ - 1 I I SIDEWALK OR LANDSCAPING ,,,� i s I I I , � , I � I' :� 1. I I. . . � I . f I ;. I � tl IREFER TO FLOOR PLAN I D E I A I L S ... ... .. if� I!r� I i� .i I I � ;,, �, �, I� I I I . � : I I I , . ,,,, , , I li� I I - I . ­ I I I I I I . � I' I I 3 : I . z 4 I I I, . I . II'L!4, I' �� I � 3 e � I 1, I _�__ 1 — ) I 4. , I Jl I I . I , ( I I . , a I I I I . I �. ,. �� I;�: . : iiiI { : , „ ,.:I I 11 ,{, r I . . . .. I I I I ... I a I I I „ . I, , 6 , i Ir , I I:_ 11 , I I; II„, , ,. %, . - 1111 ,S i, :. „ , •. r, , .. I I I L . I_ 13. z 1 I ....... 1111 1111... I —:I I _ 1111. i. ',., [ .- I I I { 4 1 I I 11 .i , . . ., ;. .. _ _ . ........ ----------------� _� i x, 1, .• • . y • i • . }.� • • • I : : —IF s ----J L----- i r I ;1 1 :: I �, Ii I: ........ ... .. : - ?.. ' I I .: : ..._... L....... - . ,, . . . : ,. I 3. ; I L, � ...._. .... ._... . . I , ,I, , .. ..... ii 1 I 1 I �I _: i , I I ; , l PERMIT DOCUMENT 1 ,I I S ,I I , .... 11 r . . I I ' i .. ... I ` ................ I'll I I -_ ... _— s 6 I , I : : : - -13 , I - a 00130815d CMM AS SHOWN / 1 ,, 1 I � .. ... r PROJ. NO. DWN BY SCALE DTE 1Ii k I 11 1 I ( REINFORCED POURED I I FINISHED DRIVEI ' CONCRETE FQUNDATION - - -— i :iII I 'r EL D,-OMIt, } I REFER TO STRUCTURAL .1 I I � , L, i �1 ;I i, � �I � I , 1: I R 2 SECTION THROUGH COLUMNA- 400z. I I 1 PAVI LI O N S ECTI O N ��` =� `� I _ N*, 4 I I A 400 SCALE: 3/4 1 0 A--400 SCALE: 3/8” = 1'-0" F I I �I �� I 1, � ( I I iI L i : 1 : I l � ! i 11 I, I � �; , I I _,_ u:- - _ _.�- _ _ --- - .. ._� . -,- �._-__- � .. _ - �._., : .. ---- _.._,. , ..__- --111- --I-_. .._:,___ .-_ ,__1.111_ ._ . _ _ _ - _- __. - _ _�__. . __ _ __ - - _ I I , I I ? Is i I ,, I f I I I i Il'lii 19 ( �� { I ( t.` �, t I ; ; I ., , 1 1 ;� h`- �.� •Ii r. s, u ( ,E �I ' li.� l I I S:.` s gg I i , I ,.,, � '�I I ,1 !I , �,. Y • { j: I ,� I I1 ; 1! �l� ! �,I( ; �� I,., I I j �� I fleet Landing11 I I I I i ,U ' Ij�!;� � ilt � - . I , , 1; i i I $ I ' I 11 I I I I i , , j , '' ' 1 1. I,. I I I II, ; , -, _. I I 1 I I, I 4 I �',. .4 �' 11 1 Po rt , ' : I Coche re1 �1 1 � i I � s I R BUI' i I LDING 40 � , I i ¢, I 1, 00 I it ', . . , 1 ii I I - . -I :1 H l I I 1, I I i 1 I 1 :1! i . n 1 r 17 i „,,,/,/ /,,,,,, t{, B u I,d n g 4000 I ' I i I ,. 1 : I : � ! '— , . -�. "i II , r� % � / i "x , !(! i11 , , I j i � / f I / �— CLIENT I 11 y '! -- I �' I; I I % i . I; I i Fleet Lundin L I rP 9 / 3 , I• , I I / / / / 1 Fle Fleet Landi Iv / Landing B d 9 l i / Atlantic Beach FL 32233 l� jI 1i 1 I / t i . . / r I / I / / i :, ARCHITECT I I, ---�'A L I I '1I i, I /////////////. / -- k 11 I ///. I VIA Conce is LLC I P f R , r LJ -, 1 7 7 n 80 Third Street North , I Jacksonville Beach, FL 32250 h I 24' 6 Ai16U�7354 ('l 2'-0” 20'-6" 2.�0�� ill f I NEW - - W7' O"XTOX1' 0" E� 1 _�" STRUCTURAL 1 - 0 I 1:: I : : !: ! 1 7 a/- *4 -] 'I DEEP CONCRETE . _ MAT FOUNDATI oN Latitude 30 Engineering 1 I 1,. -7 (SEE KEYNOTE 4) II I 1 1510—B Second Street South I�` I � f T �' — Jacksonville Beach, FL 32250 I � JTI ,� :R �I i , » 1 �f GENERAL PLAN NOTES _ PE No. 58»3 O '' � � 1 1 ,;, S I C _L o Certificate of Authorizotion No. 26691 ill . 11 i , I, 11 � j 1 3 I 1 I `�11 ' '. l I THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS NOTED AND ILLUSTRATED ON THE °O S-200 i I I � , 'I , , • � CONSTRUCTION DOCUMENTS PRIOR TO FABRICATION AND CONSTRUCTION.ANY DEVIATIONS _ _- -_ ill _ _ ___ __ _ _ _ _ _ _o _ _____ I ,' ', ' ' ! ' '4 DISCOVERED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER I �Q� I N O ELECTRICAL �' o a --� - o o a �;� , I i _ ' David Hunter & Associates Inc. I 111` 11 :I, FOR REVIEW. -- I ; NEW 2'-0"X 2'-0 " I THE CONTRACTOR SHALL PROTECT AND/OR RELOCATE ALL EXISTING UTILITIES, CONDUITS, CMU COLUMN — \\- -J _ 3 1229 Sumter S ware Drive West ` ' ill ' 11"'T '.� � 11 I 11, Iii I - w 1 I, ' 11:1 f B ELECTRICAL LINES,AND STORMWATER PIPES PRIOR TO EXCAVATION AND COMPACTION in q q'i (SEE KEYNOTE 1)� Jacksonville FL 32218 ! I l I �, OPERATION$. - — — — — — — — -� PE No. 53375 I I 1' 1 �I . I'" ` u; I i I i (' 1 Certificate of Authorization No. 9882 :< :� .;. _ ' .y11: CONTRACTOR SHALL NOT DISTURB BEARING SOILS BELOW EXISTING BUILDING OR C i . I CANOPY L I 111 tl ` FOUNDATIONS. THE CONTRACTOR SHALL CONTACT A GEOTECHNICAL ENGINEER IF SOIL T-6" T-6" \\-EXISTING ENTRANCE 4 \ I 1 t . 1� h1 C STABILIZATION IS NECESSARY OR IF UNSUITABLE BEARING SOILS ARE ENCOUNTERED DURING 4 9 I 9 1 I f 1 f r I T�0" ill — CANOPY COLUMN - _�_._ I III, y; --- _ AND FOOTING 1 x "f FOOTING EXCAVATION. --� 1 I ,: 3' i l COORDINATE LOCATIONS AND ELEVATIONS OF NEW PORTE-COCHERE CMU COLUMNS AND (SEE KEYNOTE 3) \ 1; II I w, i ;1 !1 i I I CONCRETE FOUNDATIONS WITH THE ARCHITECTURAL DRAWINGS AND EXISTING SITE .il� , , \ I i I 1 I CONDITIONS.VERIFY THE CLEARANCE ABOVE THE HIGH POINT OF THE PAVIN T TH ` I , G O E BOTTOM 6 ' ; I I 1 I D OF THE ROOF STRUCTURE IS ADEQUATE FOR ALL DELIVERY AND EMERGENCY VEHICLES. 1 CLEARANCE HEIGHT VERIFICATION SHOULD ANTICIPATE BEAM DEFLECTION AND FUTURE PAVING 1 ` 1 ; ; r , i ' , 1� OVERLAYS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF ANY �� �" I lil 11i,; f I DISCREPANCIES PRIOR TO COMMENCING WITH FABRICATION AND CONSTRUCTION.I I 1:� I ! L / - I pl IIIli 1 I 1 1I I � LANDSCAPE I ail. I I I ;I, ; 1 I I I la :��..I 111 . Brian Burke, L.A. ' I 4. , , ; I I rl ��� I I, I 1015 Atlantic Blvd 1 3 ; I I Atlantic Beach, FL 32233 I I , l 1 I - � 11 KEYNOTES ® -i I - License No. LA0001260 f �::, �. ., !, f I NEW 2'-0"X 2'-0" CMU COLUMN REINFORCED WITH#5 VERTICAL BAR CENTERED IN EACH CELL(8 "c ' . sa i :I TOTAL)AND#3 TIES AT 1 -4"ON CENTER. INTERLOCK CMU BLOCK AT CORNERS. REMOVE { ; i° ° 11; I ,; ` PORTIONS OF INTERIOR FACESHELL(STAGGERED AT EVERY OTHER COURSE)AND I II`' "1tf '` 1 CONCURRENTLY FILL COLUMN CAVITY AND ALL CMU CELLS SOLID WITH 3000 PSI CONCRETE - 11 I I IIIll: I GROUT. COORDINATE TOP OF CONCRETE OVER POUR(4" MAX)ABOVE CMU WITH STEEL BEAM '' 1 I M I I tl t 1 i BEARING ELEVATION. ------- : - -- i NEW 6'-0"X 6'-0"X V-4" DEEP CONCRETE MAT FOUNDATION CENTERED BELOW CMU COLUMN1 :11 . I , .t' I ' 2 REINFORCE FOOTING WITH (7)#5 REBAR EACH WAY, TOP AND BOTTOM. COORDINATE TOP OF1 . I ,.I� 1 I FOOTING ELEVATION WITH EXISTING SITE CONDITIONS AND PROPOSED FINISH GRADE.TOP OF ' FOOTING SHALL BE BETWEEN 8"AND V-0" BELOW GRADE. I I d — n n -- ---_._ ..--'----- _-- _ —'— - - ...i f �, �111 EXISTING 4 0 X 4 0 X 1 -0 DEEP CONCRETE MAT FOUNDATION CENTERED BELOW EXISTING 1. (" I 3 CANOPY COLUMN. NOTIFY ENGINEER IF TOP OF EXISTING FOOTING IS LESS THAN 8 INCHES i -` E ' 1 BELOW GRADE. "1 �E " I: I I NEW 7'-0"X 7'-0"X V-0" DEEP CONCRETE MAT FOUNDATION OFFSET BELOW CMU COLUMN AND '` PLACED AGAINST EXISTING CANOPY COLUMN FOUNDATION AS SHOWN. TOP OF NEW FOOTING �I r l I I 1. ELEVATION SHALL MATCH TOP OF EXISTING FOOTING. REINFORCE NEW FOOTING WITH (8)#5 :.Y: , I' I 4 REBAR EACH WAY, TOP AND BOTTOM. AT INTERFACE OF NEW AND EXISTING FOUNDATIONS, cI : ANCHOR REINFORCEMENT INTO HOLES DRILLED 6 INCHES INTO EXISTING CONCRETE FOOTING :I �`' I i,, II i; WITH HILTI HY-150 MAX ADHESIVE SYSTEM OR APPROVED EQUIVALENT. �� ' ( 11 i I w. , , :I II 1 II f I ,! I I , ,' I f I . [ l j , 1 f 1 t I , I '� I /-/� 1 I I � , I , -f 11 1 2 ; N0. REVISION�ISSUE DATE1, il I Il° I 1 I ' __ II - - - - - - _. 1 1 i` `I I , I sll I i ' I i11, II I t ,` ,Ij 1 � � I ,.r° I I S-200 / I i I ,; I I a s I I oQo _ i i! I - I —p — p — — — ------- -- — — — -- — — ! � i - � I � �, 0 � I I l,� i : 1 � , - ,, � � 0 - , 2 OU : 1 I � ATION 8c :1 - 1 ,�!'I I l I a©a I I aQa11�%L , 1 � i�. II 1 _ y, I•, I I IllI ,� r X I ,� � ,!, I ! , , , it, r II j I , , : - i :, . , I I I Q I I 1 L — - - -I L - - - - � II I s , i 7 ,4 ! I 3 ,II 1 NEW 6'-0"X 6'-0 X 1'-4" I I l I DEEP CONCRETE 3 q f MAT FOUNDATION i I l E I I Il�i E (SEE KEYNOTE 2) f I1' 1 1 I: 1'I 1 I , ll 1 , l 1 I 1� ' I 4 I s r . �i II l . _. II 1131 i , ' Ili I I . II i I 1 - PERM T DOCUMENTS r I 11II l C r I' ( I ,I ; ; a FOUNDATION AND FLOOR PLAN i k� i Irl - ; � (a S-100 SCALE: 1/4"= V-0" - _ I ,� C 1 I , i '� I ll d I ' i, 1,� 1 I 00130815d BRS AS SHOWN 11-04-13 � II , PROJ. NO. DWN BY SCALE DATE ti , 11 ' r Iil ( 9 1 iIll '� ; -� f I I lf� J III .-- ,1. {'f,/ i 111 1 g I III. - . -! �.,� � I .,��° 11 - 1 1 T 1 .tel Z .Il I Ir. I S- 100 , i I I � - � ii � � I I . �� ,_ - � I ! � , % � '�� �� 1I - . 1 . i, I - 1�) -�, I I , ��, 11, i :� :ll� 1 127 1, � I I : Cli � � ! i i : I i �I , : : ! . � n� 1�,,• '� -,..,:,,,'I,, �, -X, '*.....* �,N.� ' 'M I �, � � 1 � I : � : 1 - , I . . � I : I I� 1 1lj� ; � I r I � � I � I I .- ,. � /I - i � : � i I � ! i i � .-.-� - I . I : I � I � I i - - - A I � .i!� : 1- li . 1� '11 I I , I l , I Ii ! 1 ( I , , - -- - --.. __--.-_ ----_ 1_ --.. ... -._ °-- _. ... - _ __—_—_ ---- _- .- - . , 1 f1 I`I ii j 'I -- - i � . 1 _,i :I 1 2 I I I I ! I � I � 11 �� , � I ,, i,' � I I, I IF , i.F. I , I f 1 II ,� I l I ' } ill I 1, I I. - ; I ji, �I I , fleet Landing t I ;, j I I , 1 i , , : I I ;f: �' I, I I I I p I , 1 �� I I I Ili�, 1 f� �i ,II II I � ,�, P ort C oc hIere I I I, ,, I tI . I �I . I: I : , i I [� I I f i IPL II I i � I t, I i . i! . B ILDI I :, U ING 4 000 F I , �i 1i I : i I I z 11 I I I i — • • 7 �i ,, ` // /////////////////////// I. I BU d � I �,;r Building n 4000 I g I 11 , 1 k Yvlr?,__.;l �.ti_ / / I I 1 f I 4 'I / II I / / I I, II , i i =1 I I j I I I; / I P 1 I I / CLIENT I I: I, I i Ili 1 I ! F - -1 I I I ,V. / I �' I I 1 � � �- -J Fleet Landing � � I 1, ' I1. 1 Fleet Landin Blvd j I' . , : Atlantic Beach, FL 32233 I� 11 I / I ' } / I Is � , ,. } / 1. 1 / R I II I!. I I I` / ARCHITECT I I (It t %////� EXISTING ENTRANCE %/ /� I , ! ', �° '� CANOPY ROOF BELOW �� 1 II VIA Concepts, LLCI 11. 11 I l � 1807 Third Street North I - ', L: I III I I Jacksonville Begch, FL 32250 I AA2 1 4 I 1 I 600 35 B } I A 1 I r Ili� ��� I I; I STRUCTURAL II' j : " `C II f I I, 1' Latitude 3J Engineering I I . I � I , ; 1510-B Second Street South I � /\ I I Jacksonville Beach, FL 32250 . 1It I I I GENERAL PLAN NOTES _ i PE No. 58»34.I1. \ Certificate of Authorization No. 26691 �_ } // \ 1it � .1 — t \ �� THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS NOTED AND ILLUSTRATED ON THE 1 / r Z .1, II CONSTRUCTION DOCUMENTS PRIOR T FABRI ATI NAND D 1 6X26 TEEL EAM 1 I. ; I A O C O CONSTRUCTION.ANY EVIATIONS t I , / 1 � I l` 4 ' I { DISCOVERED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER I \ I O ELECTRICAL I � � 11 FOR REVIEW. L J � i - --- --- -- /l,I David Hunter & Associates, Inc. 11 II 1 ! i I I j COORDINATE PREFABRICATED WOOD ROOF TRUSS BEARING HEIGHT, BEARING ELEVATION,TOP - YWO DEC NG 1229 SUrllter Square �rlVe West I ,, ;; I, j j I I B CHORD SLOPE, BOTTOM CHORD PROFILE, FASCIA,AND SOFFIT CONFIGURATION WITH THE PP1JgCkSonVIIIe FL 32218 Ie I„ ARCHITECT AND EXISTING CONDITIONS. - SEEK YNOT 1) PE No. 53376 I I` I I Certificate of Authorization No. 9882 ! . „I I I;,, j,; PROVIDE 2X4 MINIMUM WOOD BLOCKING BETWEEN ROOF TRUSS TOP CHORDS ALONG ALL RIDGE, l� �1 �� �/S1 �' I I I � C HIP,AND VALLEY LINES. FASTEN SHEATHING TO BLOCKING WITH 10d RING SHANK NAILS AT 4"ON ti 1 I i I ''IIII CENTER. SEE GENERAL STRUCTURAL NOTES ON SHEET S-500 FOR ADDITIONAL TEMPORARY AND GIRDER TRUSS - PERMANENT TRUSS BRACING REQUIREMENTS. 'bio ��Q � 11 ,11 : 4I ---- - - till - i I , , I I ! ATTACH PREFABRICATED WOOD ROOF TRUSSES AT ALL BOTTOM BEARING SUPPORTS WITH (2)8d I' LI :1 TOE NAILS EACH SIDE AND THE FOLLOWING SIMPSON UPLIFT CONNECTORS) PER THE UPLIFT ' I' I ` REACTIONS INDICATED ON THE SIGNED AND SEALED TRUSS SHOP DRAWINGS. UPLIFT REACTION LESS THAN 400 LBS: 1 H3 I \ / ;i' I O I I PREFABRICATED WOOD !: I I D UPLIFT REACTION BETWEEN 400 LBS AND 800 LBS: (2)H3 \/ ROOF TRUSSES AT 2'-0" ' i` i UPLIFT REACTION BETWEEN 800 LBS AND 1,600 LBS: (4) H3 ON CENTER MAXIMUM I _. I. II Eit UPLIFT REACTION GREATER THAN 1,600 LBS: CONTACT ENGINEER i I ' I IF MULTIPLE H3 CONNECTORS ARE REQUIRED AT A TRUSS BEARING LOCATION, CONFIGURE ; I I I ' j 1� �� s { I, LANDSCAPE 3�j, e1: I I ^ i!l CONNECTORS TO PREVENT FASTENERS INTO TRUSS FROM OVERLAPPING. _ -_ -_ - -- ----- -- , --- L.A. _' 111 �., I j ALL TRUSS-TO-TRUSS CONNECTIONS SHALL BE SPECIFIED ON THE SIGNED AND SEALED TRUSS 4 p Brian Burke, E PROVIDE PREFABRICATED I' I SHOP DRAWINGS PREPARED BY THE DELEGATED TRUSS DESIGN ENGINEER. i I WOOD ROOF TRUSS EACH 1 O15 Atlantic BIVd - -- --------- - -------- T6 -- - - - j I ALL WOOD IN CONTACT WITH SOIL, CONCRETE, MASONRY, OR EXPOSED TO WEATHER SHALL BE — __ — PREFABRICATED WOOD SIDE OF 4X4 CUPOLA POSTS Atlantic Beach, FL 32233 f II i 1 F PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARDS. I I ROOF TRUSSES AT 2-0 f IPi';I ` I i� __ - -- _ — ON CENTER MAXIMUM Q License No. LA000i2so �, if I 11('1 jl I ;l ' ; , , ; I ; s ALL METAL FASTENERS, CONNECTORS,AND ANCHORS SHALL BE STAINLESS STEEL OR HOT-DIP I I �i 'I ' 'I °I Ir Ir'I ' fie' I I '`1If i i I I' L, y a I t I GALVANIZED. I I I I w I w I I Ik g 1 v c I t 1 t Ii t,r �;:, a I ',.;' ,, k r`. ,� . I ! i ---- _— ----- — -- 2Ili I : I:i}°7, (1 I,?11 +Ir1 [r. #�. li ,<} t �I, ,t. t =�1 , III, II ru,, ;,; ; ! 1 �I. WEIGHT OF CONCRETE TILE ROOFING SYSTEM SHALL NOT EXCEED 10 PSF UNLESS APPROVED S-200 w w O w ik I , H Q S-200 .I,I, 1 _ ;� � BY THE ARCHITECT AND ENGINEER. I I I I �, o z F- 1. I' � it i I 3 I I I I PRESSURE TREATED 2X6 �i O Y u ! I I I CONTINUOUS FASCIA BOARD .- �I� I 2 (SEE KEYNOTE 4) 3 _j - Q �I I' I I I I PRESSURE TREATED d 2 2X4 HEADER BELOW _ __ _ 11 r !, KE I NOTES' ® (SEE KEYNOTE 7) w PRESSURE TREATED 2X10 { , 0 6 CONTINUOUS FASCIA BOARD "I ' ll I I 'it I i 3/4"APA RATED EXPOSURE 1,48/24 SPAN RATING, PLYWOOD ROOF SHEATHING.ATTACH ROOF 3 I I (SEE KEYNOTE 4) SHEATHING WITH 10d RING SHANK NAILS AT 4" ON CENTER AT ALL SUPPORTED EDGES AND TYPICAL AT ALL 1, I I ROOF CORNERS I I 1 BLOCKING, AND AT 6"ON CENTEF AT ALL INTERMEDIATE SUPPORTS. ROOF SHEATHING JOINTS I SHALL BE STAGGERED AND LOCATED ONLY AT SUPPORTS WHERE THE JOINTS ARE PARALLEL TO I I r' " I` 1 I THE ROOF FRAMING. I 1 I _ ? , , - r _ _ �: 1/2 APA RATED EXPOSURE 1, 32/16 SPAN RATING, PLYWOOD ROOF SHEATHING.ATTACH ROOD CUPOLA ROOF 1 ! �� �' 1 It I rI 11 , I ; SHEATHING WITH 8d RING SHANK NAILS AT 4"ON CENTER AT ALL SUPPORTED EDGES AND � I ./ � I X,���� .� �� t�trr I ,.� :::: - � I�­. I I I I 2 BLOCKING,AND AT 6" ON CENTER AT ALL INTERMEDIATE SUPPORTS. ROOF SHEATHING JOINTS A FRAMING PLAN III I SHALL BE STAGGERED AND LOCATED ONLY AT SUPPORTS WHERE THE JOINTS ARE PARALLEL TO S'-101 SCALE: 1/4"= 1'-0" 1 ii I I , Z I 1{ 1 -, 1 THE ROOF FRAMING. i III 111 I ji. I j ( ! PROVIDE CONTINUOUS PIECE OF PRESSURE TREATED FASCIA BOARD 8'-0"MINIMUM FROM EACH ��Q 'yio ' '' it i ?' (' II 3 CORNER. USE SINGLE CONTINUOUS PIECE AT EACH EDGE OF CUPOLA ROOF.ATTACH FASCIA GIRDER TRUSS STEEL BEAM BEARING I I I c I I. l . ` I BOARD TO END OF EACH ROOF TRUSS WITH 2 #10X4"STAINLES..STEEL WOOD SCREWS. O ELEVATION +13'-9" � ¢ — '— — ` 4 ATTACH FASCIA BOARD TO END OF EACH ROOF TRUSS WITH (2)#10X4"STAINLESS STEEL WOOD I NO. REVISION ISSUE DATE ` I A SCREWS.S ; i --- - a j I PRESSURE TREATED 4X4 WOOD CUPOLA POST (8 TOTAL). CUPOLA POST SHALL EXTEND 1 f CMU COLUMN WITH CONCRETE 5 CONTINUOUS FROM BOTTOM CHORD OF ROOF TRUSS TO BOTTOM OF CUPOLA HEADER. FASTEN S-200 f ( I I OVER POUR CAP BELOW I' It I I TOP AND BOTTOM CHORDS OF TRUSS TO EACH SIDE OF CUPOLA POST WITH (4)#10X3"SCREWS. - f —� _ 1_6 T I _ _ - - _ _ - -: _ 2 ROOF FRAMING , . � 11 , III i I' !� ; �! t iI PRESSURE TREATED 2X4 BLOCKING BETWEEN DOUBLE ROOF TRUSSES AT V-4"ON CENTER. I O I . I, I ]� � I � I .,II 1, I II 6 FASTEN TOP CHORD OF TRUSS TO EACH END OF BLOCKING WITH (2)10d END NAILS. FASTEN —_-A II 1 k\ L__ I I I ICUPOLA WALL SILL PLATE THROUGH ROOF SHEATHING TO TOP OF BLOCKING WITH (2)#10X4" I I I I I I I11� I i I i ISCREWS. L F ���, : : � 11 � �,I I:1 I I PLAN � I ,�� � ij � I , ; :� ! i � I 'I� 1 :i, � —_, _ I I . 1) I ' : I: I t 11PRESSURE TREATED (2)2X4 HEADER WITH 1/2" PLYWOOD FILLER PLATE SHALL BE ATTACHED TO `� 1I, II [: I 1�1 I I �i ' I l THE TOP OF INTERIOR WOOD CUPOLA POSTS WITH SIMPSON AC4 MAX POST CAP. PROVIDE 45 I 1.. I ( ) 'I I 7 MITER JOINT AT INTERSECTION OF HEADERS ABOVE CORNER POSTS. FASTEN EACH HEADER TO p p I It L I ': REMANUFACTURED 3 CORNER POST WITH SIMPSON LCE4 POST CAP. JOIN HEADERS AT INSIDE FACE OF CORNER EYEBROW FEATURE TYPICAL AT ALL I f ;_ 1 INTERSECTION WITH SIMPSON LS30 FRAMING ANGLE. ROOF CORNERS „� I (SEE KEYNOTE 8) I I I -- — I I' I ,I % I PREMANUFACTURED EYEBROW FEAT RE HALL BE FABRICATED AND INSTALLED IN I r 1 U S I I , I: , f ACCORDANCE WITH THE MANUFACTURER'S SIGNED AND SEALED CONSTRUCTION DRAWINGS GS I, j E 1' 8 ' PREPARED BY THEIR DELEGATED ENGINEER. THE EYEBROW MANUFACTURER AND CONTRACTOR I h f I SHALL COORDINATE THE LOAD REQUIREMENTS ATTACHMENT METHOD AND ATTACHMENT > > I i f' LOCATIONS WITH THE PREFABRICATED WOOD TRUSS MANUFACTURER. A ROOF F A 11AII�IG PI A 1r.1 R/�1�11� ��I 1.�/y�tl f 11 I0 I� i 1; f 1', S-101 SCALE: 1/4"= V-0" .: I 'I I iI I �' I I t 1 , jr1l!, I � iii1 : 1. ii. I F I I';I I I -'111 i11i1 1 II ii, �:, I � li�i t , 'I : !I,� I . 1 11 ,; ..,I I , �ill , � _� , � -1. I I; II ,� � I I II I I t I i4 I i� �� :i - , � I I I 11 �� �:, �, f, I �[ I I � I If �, °" I PERMIT DOCUMENTS I 111 I. I I I. , 1 I II 11 1 I I I' I' 1 I '' `1 I 00130815d BRS AS SHOWN 11-04-13 PROJ. NO. DWN BY SCALE =DATE — 1 1 ,1 .�+. , . 1 4 e I - j. f; ,. . C - 1 - I 101 11 I �. - - /J/�,,/ - li 1 11�I II I I ; �� �� � IJ i 1 . i 1 �, ....1. `�\ I' ti y, .� � I 4 . II I I' - 1 I- 1 _ ' V- , ,i - '.I I I' I { 1. I ' Ii II I ( 4 I . I'i: I c I .. '.I - °r. - is 11 ., ,. ... tl I �,.tll r V [ y i I I, � } , 1! , I II F 1r.. P i ,ll I' a c I I a R g t S Ii aE:p (, l I' : 1, a{� I „r a���l Y 'It�N�,. �•� I " it II I it : I � Vi Z i i I I I . - ) � . - I I II . I�, " . I , � , . , . - � i I I I I I I i , � I: i I , I � �� , I 11 . 1 I I � —,,. V I : i i:i4I iy .I �I . ... I I ) I I !I I I � I � . � ,� I— I � ­­��, Fleet Landing- : ! V� � 1 : .i I Z. .kIt i _p , I � �I i : i� i 1 31, ,, V ,I � illi _ : ,I i � 11 I I l� 1 I :� ! �4 I I i� �� �� I 11 : l . t, 'I � +. '. I f . I I — 1. - ,I � I II I l � ' � , . � I I � "', � �� �� �I ,L:1 i II I I :1 . f" I i I` . I I I . 11 I I I � r I I � ; ! ,. I �, 4 I i�� ' i , I ''it � i : 1 ti1 � , ! ! i ,� .: I I . i i :� ; .I � -� : , i � , I I i I , � It V i 1 : IPo rt CochereI r �,�l' , I � Ii f I: : . I !I iI Ii ,� i � :I " VI il,. I . � i . I : I I I' � I I, :1 �li I � �-.I 'o . � , �ii�� I .. � I I I � _. :� , �� � � . �I I , � i l 1 I I ' ' � : : , I � 1: 1 , 11 11 I I , � i : is , � : . 11 I � a ,, I I , , 1,I : I ��, : � I I � %I l I ili� � i � ! i � � l. : i I I —I 1 : I I i , : � I ,� I: I : ,�: � 1 V I I � I II :! ' I ! V : 11 I � I (� " Iti11 I IV- I � ! I k I 'I I ' V , ,j 1 I ! I � : l I ,I � -Y� 1: ,V I I I � . { ' i. .� � ! I i I I I I s } i � I p , i I 4t . B � Id � n 4000 i, e ;:] : I , I : II I: :1 I, i , � Vl � I : I , I � I I I " g I1 , , I � t ' PRESSURE TREATEii D ;' 2X RIDGE BLOCKING ` • '1 I METAL ROOFING PANELS BETWEEN EACH TRUSSI Ill. '' Li I : i I (SEE ARCH) =CLIEN=T I 1 �\ PRESSURE TREATED 2X I ' I 1/2" PLYWOOD �� BLOCKING BETWEEN EACH Fleet Landln I I :1 II I ROOF SHEATHING TRUSS ATTACHED TO TOP I g 1 PLATE WITH 8d TOE NAIL 1 Fleet Lar7ding BIVd 1 AT 6"ON CENTER Atlantic Beach, FL 32233 ; i l I I � 'I I. IliIII � PRESSURE TREATED 2X8 WOOD TOP ..X f PRESSURE TREATED i I � i 1 PLATE ATTACHED TO TOP FLANGE OF ATTACH TRUSS TO TOP PLATE I I STEEL BEAM WITH (2)1!2"O THRU BOLTS 2X4 FASCIA BOARD I I I WITH (2)8d TOE NAILS EACH SIDE i i E •'F " ( ) ARCHITECT G AT 2' 0"ON CENTER, STAGGERED. ;J ,.. . F , ? PRESSURE TREATEDq. AND SIMPSON UPLIFT CONNECTOR 1. -- I (2)2X4 HEADER WITH 1/2" I I ' 1 ATTACH TRUSS TO TOP PLATE PRESSURE TREATED (2)2X4 VIA Concepts, LLC j I iiI WITH (2)8d TOE NAILS EACH SIDE PLYWOOD FILLER PLATE SILL PLATE BELOW LOUVERED P j 1 ' +1 - AND SIMPSON UPLIFT CONNECTOR PREFABRICATED OPENING ATTACHED TO WOOD 1807 Third Street North i'' I 1 1 I� { ( 1 WOOD ROOF TRUSS CUPOLA POSTS WITH 2 10d �aCkSOnVIIIe Beach, FL 32250 1 1i \� CONCRETE TILE ROOFING - TOE NAILS TOP AND BOTTOM aAzsootssa s I V� (SEE ARCH) - - - I l I -1 I I it I 1 ;, + RICATED PRESSURE TREATED 2X4 INFILL l� l PREFAB I STUDS AT V-4"ON CENTER � ' �� I WOOD ROOF TRUSS " `` . I 3/4 PLYWOOD �� 1 �` 1 F STRUCTURAL 11 1 I I , �, ROOF SHEATHING V ii I PRESSURE TREATED 2X4 1 ;, I , 1 -� CUPOLA WALL BOTTOM Latitude 30 En ineerin a I ii, 2X BLOCKING BETWEEN SEE ARCHITECT FOR Engineering � , Ill I i +.it 1 PLATE ATTACHED THROUGH - , EACH TRUSS ATTACHED \ SOFFIT AND DROPPED V it X 1510—B Second Street South I , I j i I TO TOP PLATE WITH 8d CEILING FRAMING ROOF SHEATHING TO EACH ' __ _ Jacksonville Beach, FL 32250 I' 1 I s ° I ' 1 ! TOE NAIL AT 6"ON CENTER TRUSS OR BLOCKING WITH I , I 1 I I 2 #10X4"SCREWS PE No. 58773 I ' i _ •1 1• �� ( ) Certificate of Authorization No. 26691 Ilk ,I [' O PRESSURE TREATED , ,, A I I• I \�� iI r ;I, 1 p 1 I� 2X10 FASCIA BOARD E \ 2X BLOCKING BETWEEN EACH i I ,11 I ' 1 - PRESSURE TREATED 4X4 I ��� TRUSS ATTACHED TO TOP PLATE ' PRESSURE ELECTRICAL I V 1' WITH 8d TOE NAIL Al 6 ON CENTER j -Q WOOD CUPOLA POST \ " + , I III I _ - CONTINUOUS FROM TRUSS P ` , 1. I ,' !I , , t �� \� 1 ' ` I : - I EL+13'-9" ��� PRESSURE TREATED 2X8 WOOD TOP �aVld HUnter 8C ASSOCIateS, Inc. ;' E II ,{ f I. j W16X26 STEEL BEAM BOTTOM CHORD TO BOTTOM I PLATE ATTACHED TO TOP FLANGE OF 1229 Sumter S Ual e �rlVe West 4:111 i 11 i ili, _ _ TOP OF CONCRETE/ OF(2)2X4 CUPOLA HEADER Hwy �t .; , 11, Il Ii �� sTEEL BEAM wI Jacksonville, FL 32218 STEEL BEAM BEARING TH (2)1/2"Q1 THRU BOLTS � ' - AT 2'-0"ON CENTER STAGGERED. ' I �' I 1 _ _ _ PE No. 53375 I 1�'' � ° l �' - - - W21X57 STEEL BEAM \ Certificate of Authorization No. 9882 �I ; i i ; �. . TONGUE&GROOVE _ _ = ATTACH TRUSS TO TOP PLATE .,j I Ir ' ai WOOD CEILING - - - ATTACH BOTTOM FLANGE OF W21 �� WITH (2)8d TOE NAILS EACH SIDE1 I i, - _ l 1 ..l I' ,� I = _ _ - � AND SIMPSON UPLIFT CONNECTOR (SEE ARCH) ° STEEL BEAM TO TOP OF COLUMN �, I, I = _ ° - WITH (4)5/8' X 1'- r I ���; I 2"ANCHOR { , 11:V11' i 1: I FORM SIDES OF CMU COLUMN - BOLTS. PROVIDE 1'-0"SPACING 2X4 WOOD X-BRACING ' , , ' \� CONCRETE TILE ROOFING `E f 'I .Is i. _ — _ — I I � " Ill IV t . 1 : _ ATTACHED TO EAC \ SEE ARCH . �, �. , I . ' ' I `I 1 I ,, I A DOVER POUR CONCRETE _ _ ', ,< _ = N H CUPOLA � ,_ ( ) I I I ,� ? I N _ - --- - = BETWEEN ANCHOR BOLT PAIRS. \ 4 TO INDICATED STEEL BEAM - _ = POST WITH (3)12d NAILS r - - I I' I ; 1 ' = _ - - PROVIDE NON-SHRINK 5000 PSI 3/4" PLYWOOD r 'f I BEARING ELEVATION = _ _ \\ I : I._ I - _ = CONCRETE GROUT BELOW ROOF SHEATHING _ \ s ( ' l ! I i - - BEAM BEARING AS REQUIRED _ x _ i i I 1 1 -2 _ = TO PROVIDE ACCURATE AND �_ + �__1 A�� SEE ARCHITECT FOR 1I- s I 11 oo - = ° - _ LEVEL BEARING SURFACE. - - - - ----- - - #5 DOWEL AT EACH"-�� SOFFIT AND DROPPED ' - - - - �� CEILING FRAMING PREFABRICATED CONTINUOUS LATERAL , I 1 i �� � VERTICAL BAR - - -_°� - LANoscAPE E �� i I I - i - I " ; it I f j I I _ - = WOOD ROOF TRUSS --- -- a BRIDGING PER TRUSS ! — _ _ _ _ I Brian Burke L.A. I I i - - PRESSURE TREATED f" i MA - NUFA T R a I - - ° = TONGUE&GROOVE C U ER - -- --- ----- �I I = a - LL - --.. - ----- - T 2X10 FASCIA BOARD ' - , 1015 Atlantic Blvd j it : 11 I I WOOD CEILING FASTEN TOP AND BOTTOM �� - _ _'' Atlantic Beach, FL 32233 r I P i I _ _ (SEE ARCH) o- CHORD OF ROOF TRUSS TO I License No. LA000t26o '+' i' rl , I 1, -°-a = ° „ ._ ',J, EACH SIDE OF CUPOLA P W21X57 STEEL BE I EL+13'-9" 2'-0 X 2 0 CMU COLUMN I OST AM I �I' I, L I I'!i � 'Ii I _ - - ° - - WITH (4)#10X3 SCREWS r-` —� �� STEEL BEAM BEARING r I i� d' - - — ; I _ _ i 11 i i '�, ;, �' °�;I, .;` . � I - #5 VERTICAL REBAR „ f I d, . '. , . ,; I ,. , , .I', °I'',' IIID , = � 2X4 DIAGONAL BOTTOM lis,I: ; I;,' , IK ; ,t ,. ( I >' - ;'; i: - .` _ CENTERED IN EACH CELL 1/4 STEEL CONNECTION w , I j) V i ;,sl 3 - I 13 . ; ; I. _ _ - z - ON EN11 I �� C7 FLANGE WOOD BRACE AT 8-0" I +, _,,; 1 I`I --- FLANGE BRACE.WELD PLATE U z C TER MAXIMUM.ATTACH ,. — _ — 2 SECTION § < BRACE TO STEEL PLATE WITH ..,. '�' I .I r.' - I- 1 _ _ _ _ _ ,_ TO BEAM WEB AND FLANGE. w 5/8"(d THRU BOLT AND TO l : ,' " % I "I a r,I i , , I S 200 SCALE: 3/4 = 1 -0 a , #3 RECTANGULAR TIE AT 1'4' ON CENTER. V TRUSS WITH (4)10d NAILS. _ - - _ REMOVE PORTION OF INTERIOR 2 z I - FACESHELL AS REQUIRED TO INSTALL O I I i _ _ = COLUMN TIE OR PLACE REINFORCEMENT IN _ 1. j I w _ - _ a = 1. = JOINT BETWEEN CMU COURSES. REBAR _ - I I _ SHALL BE LOCATED INSIDE PERIMETER cfl , 1 - � - EXTERIOR CMU FACESHELL. 3/8" FLAT BAR ch "� �i I I - - _ I a - - I IN LIEU OF#3 REBAR SHALL BE PERMITTED. F - I :1 "I 11,11,111, 11 I - - - I � , _ - = - - a = I - REMOVE PORTION OF INTERI R i - - O - FACESHELLS (STAGGERED AT EVERY i _ s - ,, - :1� I ,I THER RSE A O COU D I ) N CONCURRENTLY L. II - - - I 1 LII,. ( _ - = FILL COLUMN CAVITY AND ALL CMU CELLS NEW 2'-0"X 2-0'CMU COLUMN #5 VERTICAL REBAR . 'k ; I l� it ill I ! = - - SOLID WITH 3000 PSI CONCRETE GROUT. 1- = CENTERED IN EACH CELL V + , I s Iii _ _ ` i, I 11 1 i k i r , _ , REMOVE PORTION OF INTERIOR + '", : i ;, �} _ - - - FACESHELLS STAGGERED AT EVERY - I ' ° ° , — _w . ( t II — 1 ' i ! _ - _ OTHER COURSE)AND CONCURRENTLY 1 � ; lV "+ii I _ _ _ _ - FILL COLUMN CAVITY AND ALL CMU CELLS li I'!�°' - - - - - - SOLID WITH 3000 P I CONCRETE E11 S RET GROUT. I . - I I - I I - - r I, � EXISTIN ENTRANCE - _ G 3RECTAN LAR # GU TIE AT 1 -4 N ENTER. I _ O C I - ° I a = - . 1 - N - - CANOPY OLUM I I C O C REM VEP T =I I O PORTION OF INTERIOR N0. REVISION/ISSUE DATE I 1, I ` 1 FACESHELL AS REQUIRED TO INSTALL = - _ - i - - - COLUMN TIE OR PLACE REINFORCEMENT IN - _ _ - _ _ JOINT BETWEEN CMU COURSES. REBAR ,I ' � �C - _ = SHALL BE LOCATED INSIDE PERIMETER � ' - , _ _ - - - EXTERIOR CMU FACESHELL. 3/8" FLAT BAR - - - - - - I � � : _ _ ft, _ STRUCTURAL I 11 I i); ,I11 I I - _ _ - _ — . — , I IV I � I : — I I � �:� II I i I .1i I � � � � — — jl - - _ - _ _ IN LIEU OF#3 REBAR SHALL BE PERMITTED. - i I : I I i � I ''I . �11 I � V, � it ,V . I ;� i 1 -11 11 � 1 ,; � � '�I I V I l - I I L - - — - - _ SIDEWALK OR - - - - e - D- R LAND APING - - i I SIDEWA LK O SC - - a I I - - LA D ING 11 �I (SEE ARCH) = = - N SCAP - - S Hi Iill =Ili i °. - (SEE ARCH) _ - O S _ _ I I 11 - a - ¢ EL 0'-0" - a EL 0'-0., r — _ _ II p - _ _ ..,. I — — — — — ., .. G O - HI H P INT OF PAVING HIGH POINT O F PAVING ,r" - _ - - - - co it ! _ � VERIFY WITH ARCH - - - z 1 I ( ) VE - RIFY WIT H AR H a - C 11 jI' 'i o - _ _ _ - = - - - - = I - - - - o - _ - - - bo ° ! a I1 I = _ _ - - i,,' ill'1 f l - - - E iJ I _ L MATCH EXISTING �'.Ii a ( ) o I I $ t 1, I1 e ', " I 11 I 1 ! , - o I ,I II { I- TOP O F FOOTING � I 'I a a I v a I t ° e e .. 'I I i CONCRETE I I MAT FOUNDATION . i a OFFSET BELOW NEW CMU COLUMN � - L,_�, -,—. .� I I I • • jel •a • , e , a < . I ° i ° ° ° I 1 ° , ,I 1 1 i _ - j COMPACT FILL OR EXISTING BEARING i I ' t 1. LUMN DOWEL ATEA - -- --- - SOILS PER GEOTECHNICAL ENGINEER ' 1 t I #5 CO ---.--- - - EXISTING CANOPY - I f I I I iI I : , . ? VERTICAL REBAR WITH 90 OpK c _ REQUIREMENTS. DO NOT DISTURB ` + . , - COLUMN FOOTING - I -1I', 11 � ' 00 I I I I INTO BOTTOM OF F - BEARING SOILS BELOW EXISTING Ili T� iii iii iii —iii— iii --Iii iii iii— iii iii iii ii PERMIT DOCUMENTS ,� " _� ' 1 ,I I 1� i I , CANOPY COLUMN FOOTING. 1 I 1 Cill, ; .I 6 11 i - II 11 CONCRETE MAT FOUNDATION COMPACT FILL OR EXISTING ANCHOR NEW CMU COLUMN FOOTING #5 COLUMN DOWEL AT EACH I �' I CENTERED BELOW CMU COLUMN BEARING SOILS TO 95%OF REINFORCEMENT INTO HOLES VERTICAL REBAR WITH 90° HOOK j t I I . , DRILLED 6 INCHES INTO EXISTING INTO BOTTOM OF FOOTING i THE MODIFIED PROCTOR FOOTING WITH HILTI HY-150 MAX 00130815d BRS AS SHOWN 1 1-04-13 L ' I ; MAXIMUM DRY DENSITY :: I I : i � + I ADHESIVE SYSTEM OR EQUIVALENT PROJ. NO. DWN BY SCALE :DA?E� rI 11 SECTION s ����� - �, ;it ISECTION �� r ' :��_ A� H ` i a S-200 SCALE: 3/4"= 1'-0" S-200 SCALE: 3/4"= 1'-0" , ,..�/. I I 11 � � , " 11 �� � k , I II 11 I � II . ;7� - �� :; � I I i 1 , I I �I I i . I . S- 200 � ' _ �: � � 1: ,it i : I V i I�1; �; I p I I : : �� , l l � I I I �� . ���,� i i I :: � � I I : . . I� I I I .I [ �, 1 I I I l� ",� 1 .( /,. - , ? I ­ � 1, I I : I I I I I I 1 I I I . 1 I .... 1 ! � ! I I l I � I I I t � : : I � i V � :: '' i I I I 1-1 . , I i r I i : i ! i I � l I --- . ` I � ! � � I I�� 1, � I , �., .,,, Al�,t % __ i ♦• `� — � I � i — — . I I i igI : 1 I : I I � I : I I I ! I I I I I 111 1, i :, � f . I � � : i � I 1 V 11 ; � � � I � I { S Ii Ii I ! .. I � �� � i � i I � i I4f , ! t I . I� ; 0 '' ; � � ',f : II � I IV : I � : � ' I I fj 1 � I I I" I � 1 , � 1. ; � il— � I I 1 1 � �­, '�­V � _, i , 1 � � I I I I i I � I ; : I � _1 I , � i , 11 : I � —_ I ___=__ - —IF i ill --- —1 � � I ii I 1� i[ .. 1 ,: , I� V i __ 1 - 11 _ 1 � � ---,----— ___ _____­______ __­,_ __­ _ 111- -11-1 I I � � _­­­ - I _ — — - ____ - — I— I �_ — I—1��I — - .1 11 ­.—- ­­_-11_­_­ — 1. � � � I � — - � 1-1 ­_ . I —1------ __I ­ - � —1— — —--- _. — — — —— — I J 1, -11- � I I _ ,";l I ' ' I I _ __ F I . , v { - I I 1+ - I _ I II ,€` 1 I ��,` x `z t fy.., 11 ,. 1 �n II Ii' 1 t <} 1 tt ) I k "- , _ k 1 I i .. I. III G � legit �andln I I . g 1 I 'f r �' Is 1 - - 7 I , I c jl' .. i I II I �. , 11 _ 6 _ ', III d x 1 1, I f w I I I Por t Co cher e III r III , GEN E RAL T II h II SRU T L N TE 1 I C U RA O S. .�; 1 I - r DESIGN BUILDING CODE REINFORCED CONCRETE STRUCTURAL STEEL v u � I d i � I 4 0 0 0 �M a. 2010 FLORIDA BUILDING CODE, BUILDING 4. THE CONTRACTOR SHALL SUBMIT DELEGATED STRUCTURAL ENGINEERING g b. ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 1. ALL REINFORCED CONCRETE WORK SHALL PE IN CONFORMANCE WITH THE 1. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE DOCUMENTS FOR THE DESIGN, FABRICATION,AND INSTALLATION OF THE I' STRUCTURES" "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"(ACI 318, "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" (1989 EDITION,AS PREFABRICATED WOOD TRUSSES. THE DELEGATED STRUCTURAL - *, g I I LATEST EDITION)AND SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301, REVISED)OF THE AISC. ENGINEERING DOCUMENTS SHALL BE SIGNED, SEALED,AND DATED BY THE I I LATEST EDITION)OF THE AMERICAN CONCRETE INSTITUTE. SPECIALTY TRUSS DESIGN ENGINEER AND SHALL COMPLY WITH THE j j I SUPERIMPOSED DEAD LOAD 2. GRADE OF STEEL REQUIREMENTS OF THE CONSTRUCTION PERMIT DOCUMENTS AND ALL cuENr I I 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 I I = k I 1 (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 Landin , 1 I I II, ,I ',! ; IC 3. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE 144 PCF+ WITH ALL c. ANCHOR BOLTS: ASTM F1554, GRADE 36 THE FOLLOWING: g i b. ROOF TOP CHORD WITH METAL ROOFING: 7 PSF ( ) ! i CI " k1 1 CEMENT CONFORMING TO ASTM C150, TYPE I. MAXIMUM AGGREGATE SIZE d. ALL OTHER BOLTS: ASTM A325, 3/4 0 MINIMUM a. TRUSS LAYOUT PLANS CONFORMING TO THE SCHEMATIC FRAMING 1 Fleet Landing Blvd 1 III I c. ROOF(BOTTOM CHORD). 5 PSF �' � t :; ' f SHALL BE 1y2" 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 , 1 TO ASTM C33. b. TRUSS PROFILE, DIMENSIONS,AND MATERIAL FOR EACH TRUSS TYPE. i f' LIVE LOAD f. PLATE WASHERS: ASTM F436 4. REINFORCEME c. STRUCTURAL CALCULATIONS FOR EACH TR USS TYPE THAT INDICATES 1 ' I 1 a. ROOF TOP CHORD: 20 PSF NT 3. ALL WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING THE TRUSS DESIGN CRITERIA, LOAD CAPACITIES, DEFLECTIONS, I ,,, a. DEFORMED BARS: ASTM A615,GRADE 60 CODE AWS D1.1, LATEST EDITION OF THE AMERICAN WELDING SOCIETY. , 1I `, b. UNINHABITABLE ATTIC WITHOUT STORAGE: 10 PSF ,.f i MINIMUM BEARING LENGTH,AND MAXIMUM AND MINIMUM SUPPORT ARCHITECT 5. SPLICES IN REINFORCEMENT(WHERE PERMITTED) ELECTRODES SHALL BE E70XX FOR MANUAL ARC WELDING AND F7X-EXXX FOR REACTIONS DUE TO ALL APPLICABLE LOAD COMBINATIONS. SUBMERGED ARC WELDING. s ; f WIND LOAD a. DEFORMED BARS: ACI CLASS"B"TENSION'LAP d. CONNECTOR AND FASTENER REQUIREMENTS FOR ALL TRUSS-TO-TRUSS VIA COnCe tS LLC I I 6. MINIMUM COVER FOR CAST-IN-PLACE CONCRETE REINFORCEMENT UNLESS 4. ALL NON-COMPOSITE BEAM END CONNECTIONS SHALL BE DESIGNED FOR THE CONNECTIONS. IN ADDITION, PROVIDE ANY SPECIAL CONNECTION, P � a. ULTIMATE DESIGN WIND SPEED (Vult):� 130 MPH FOLLOWING: 1807 Third Street North I NOTED OTHERWISE INSTALLATION,AND/OR BRACING REQUIREMENTS FOR PIGGYBACK AND b. NOMINAL DESIGN WIND SPEED (Vasd): 101 MPH a. END REACTION EQUAL TO NOT LESS THAN ONE HALF THE UNIFORM LOAD VALLEY TRUSSES. �JackSOnVIIIe BeQCh, FL 32250 I c. EXPOSURE CATEGORY: C a. CONCRETE CAST AGAINST EARTH: 3 C APACITY OF THE MEMBER IN ACCORDANCE WITH AISC PECI C �wzsooia5a rd S FI ATIONS I i i � e. PERMANENT AND TEMPO �' I b. ALL OTHER LOCATIONS. 2 F2ARY BRIDGING, BRACING, STRONGBACK, a 1: d. ENCLOSURE CLASSIFICATION: OPEN BUT NOT LESS THAN 6 KIPS. AND/OR REINFORCEMENT MATERIAL TYPES, CONNECTIONS,AND FI, e. RISK CATEGORY: II 7. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE b. THE EFFECTS OF CONCENTRATED LOADS OCCURRING CLOSE TO THE LOCATIONS. ] ' TYPICAL BAR BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS ENDS OF THE BEAMS. i f. INTERNAL PRESSURE COEFFICIENT: ±0.00 5. THE SPECIALTY TRUSS DESIGN ENGINEER SHALL SPECIFY ALL SUPPORTS, STRUCTURAL F AND SPECIFICATIONS. REINFORCING SHALL BE HELD SECURELY IN POSITION ` I I' g. NOMINAL COMPONENTS AND CLADDING 5. ALL STRUCTURAL STEEL WORK, EXCEPT PORTIONS OF MEMBERS TO BE BRACING, REINFORCEMENT,AND CONNECTIONS REQUIRED TO STABILIZE THE I I' 1 WITH STANDARD ACCESSORIES DURING PLACEMENT OF CONCRETE. I' W,aLL WIND PRESSURE: ±41 PSF REINFORCING SUPPORTS FOR ALL EXPOSED CONCRETE SHALL BE WELDED, FIELD BOLTED OR FIREPROOFED, SHALL BE SHOP PAINTED WITH PREFABRICATED TRUSSES DURING AND AFTER CONSTRUCTION. BRACING Latitude 30 Engineering I I! ' I ROOF WIND PRESSURE: ±41 PSF PAINT CONFORMING TO STEEL STRUCTURES PAINTING COUNCIL(SSPC) PAINT SHALL HAVE A MINIMUM NOMINAL THICKNESS OF 2 INCHES. - "i t GALVANIZED WITH PLASTIC COATED FEET.WELDED WIRE MESH SHALL [3E 151 O B SeCOnd Street SOUth `II 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 I {II GUIDE NO. 7.00. CLEAN STEEL FREE OF LOOSE SCALE, RUST, OIL AND GREASE. I' GENERAL 8. REINFORCING BARS SHALL NOT BE CUT TO ACCOMMOD TE THE INSTALLATION ACCORDANCE WITH THE TRUSS PLATE INSTITUTE RECOMMENDATIONS THE PE No. 58773 ADDITIONAL AREAS SHALL BE FIELD PAINTED AFTER WELDING. Certificate of Authorization No. 26691 I I 1. THE STRUCTURAL DRAWING OF ANCHORS, EMBEDS OR OTHER ITEMS. BCSI GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING& S SHALL GOVERN THE WORK FOR ALL „ 6. ALL EXTERIOR STRUCTURAL STEEL, INCLUDING CONNECTORS, SHALL BE BRACING OF METAL PLATE CONNECTED WOOD TRUSSES ,AND ALL I STRUCTURAL FEATURES, UNLESS NOTED OTHERWISE.THE ARCHITECTURAL 9. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CONSTRUCTI N OF HOT-DIP GALVANIZED UNLESS NOTED O 4 THERWISE BY ARCHITECT.WELDED REQUIREMENTS SPECIFIED BY THE DELEGATED TRUSS DESIGN ENGINEER. I DRAWINGS SHALL GOVERN THE WORK FOR ALL DIMENSIONS.ALL DETAILS AND FORMWORK IN ACCOF2DANCE WITH ACI 34'!. AREAS AND AREAS WITH AN INSUFFICIENT COATING THICKNESS SHALL BE ELECTRICAL I. SECTIONS ON THE STRUCTURAL DRAWINGS ARE INTENDED TO BE TYPICAL 7. TEMPORARY BOTTOM CHORD BRACING SHALL REMAIN PERMANENTLY IN ' 10. CONCRETE MIX DESIGN SUBMITTAL SHALL INCLUDE: FIELD REPAIRED. I ;;' AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION PLACE. BOTTOM CHORD BRACING INDICATED BY THE SPECIALTY TRUSS I a David Hunter & Associates, Inc. d EL EWHE 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 II' ! H; r Is S RE ON THE PROJECT. t.. 11 , , b. MIX DESIGN INCLUDING MATERIAL TYPES AND AMOUNT FACTORY PRE-MIXED GROUT TESTED IN ACCORDANCE WITH ASTM 0109 WITH FEET ON CENTER OR FASTENED TO EA T $ 1229 Sumter S ware Drive West ' III I. t ; I 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS NOTED AND S CH RUSS WITH LESS THAN (2) 12d q C i; ` "I A COMPRESSIVE STRENGTH OF NOT LESS THAN 5000 PSI. NAILS. Jacksonville, FL 32218 ILLUSTRATED ON THE CONSTRUCTION DOCUMENTS PRIOR TO FABRICATION, c. WATER CEMENT RATIO BY WEIGHT I i' :it 1 .11 I k DEMOLITION AND N T d. SLUMP RANGE 8. BOLT AND WELD TESTING 8. INSTALL ALL WEB BRACING OR WEB REINFORCEMENT AS REQUIRED BY THE PE No. 53376 i I; , I CO S RUCTION.ANY DEVIATIONS DISCOVERED BY THE certificate of Authorization No. sse2 II 11 ,': I' I ; 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. SPECIALTY TRUSS SYSTEM ENGINEER. IF SPECIFIC WEB MEMBER BRACING OR I I' ill 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 y1' ; ENGINEER, THE TRUSS ENGINEER SHALL BE REQUIRED TO DESIGN ALL WEB I'II s1 1 I' i1 k ,E• 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 BRACING OR ADDITIONAL 11 �_ "r` I i CONTRACTOR SHALL A • I, I SSUME THE MORE STRINGENT RESTRICTION SHALL LABORATORY, SUBJECT TO THE APPROVAL OF THE ARCHITECT, TO INSPECT, WOOD AND ENGINEERED WOOD PRODUCTS �. REINFORCEMENT. 4 III ";1 E� 'I ` -1I APPLY AND/OR THE OPTION THAT PROVIDES THE GREATEST BENEFIT TO THE SAMPLE,AND TEST CONCRETE AT THE POINT OF PLACEMENT,PER AC1.,;301.A f I I 1. ALL STRUCTURAL L MBER I I: .� OWNER. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY T COPY OF THE TEST RE LT U SHALL CONFORM TO THE MOST CURRENT 9. THE DELEGATED STRUCTURAL ENGINEERING DOCUMENTS SIGNED SEALED k HE ARCHITECT OF SU S SHALL BE PROVIDED TO THE QWNE AND APPLICABLE SPECIFICATIONS OF THE AMERICAN INSTITUTE OF TIMBER 11 I' ' ANY DISCREPANCIES AND OBTAIN CLARIFICATION IF NECESSARY. ARCHITECT. TESTING SHALL INCLUDE AT LEAST THE FOLLOW�I � AND DATED BY THE TRUSS DESIGN ENGINEER SHALL COMPLY WITH ALL I I I ' I ' NCti ar'4. . CONSTRUCTION AND THE AMERICAN WOOD PRESERVERS'ASSOCIATION `% : { , F I I I - e I I G ,; I _. ;. ` -_ # r I �l: e E s ....4 P" e .. , 1_ ,, i - 1 N ! II I,, �f' 1 t'.. .t,T ', �� I f o I !�� Is'i I 'I : Fleet Landon tJ I I I. g . 1 EL I, ' 1� � EGEN D ECTRI CAL NOTES :� I ELECTRICAL SYMBOL L I, � �� i ill I { I f - Po rt Cochere I � SYMBOL DESCRIPTION GENERAL NOTES 1 i; . II t I ?� fjj i 1 i f 1. READ THE SPECIFl CATIONS. I { i+ 11 I �I� I , ,I ( '.! I I 2. 120 VOLT BRANCH CIRCUITS, WHERE THE LENGTH OF CIRCUIT CONDUCTORS COMPLETE FROM JUNCTION BOX .r �, ;� ,,14.. �; IB IId n 4000 I _ , ....... ;;; i O CIRCUIT BREAKER IN SOURCE PANEL TO ANY DEVICE ON THE CIRCUIT IS 0-100 FEET FROM : : I : THE PANEL, ARE TO HAVE #12 MINIMUM BRANCH CIRCUIT WIRING THROUGHOUT CIRCUIT. = ,z; i 1 (CONDUIT SIZE PER SPECIFICATION AND NEC). ' i �? : I BRANCH CIRCUIT CONDUI CONCEALED ABOVE CEILING OR IN WALL. CONDUIT ' SHALL INCLUDE PHASE, NEUTRAL AND GROUND CONDUCTORS AS REQUIRED FOR �; I !; , CIRCUITS (UNLESS OTHERWISE NOTED). 3. 120 VOLT BRANCH CIRCUITS, WHERE THE LENGTH OF CIRCUIT CONDUCTORS COMPLETE FROM I' : 0 C E 0 DEVICE ON THE CIRCUIT IS 101-175 FEET FROM f cuENT CIRCUIT BREAKER IN S UR E PAN L T ANY " I I I + I ` C POWER CONNECTION TO EQUIPMENT THE PANEL, ARE TO HAVE #10 MINIMUM BRANCH CIRCUIT WIRING HOMERUN (3/4 C.) FROM ,� I h I, y. Fleet Lundin .; PANEL CIRCUIT BREAKER TO FIRST DEVICE AND #12 BRANCH CIRCUIT WIRING THROUGHOUT THE I g ;j n... 3( : I 1.1 ... .. ...,...,. .........................................: ...... ......... ......... ......... I....................... ........ s. I "' ! (; `I r ! ' x REMAINDER OF THE CIRCUIT. CONDUIT SIZE PER SPECIFICATION AND NEC . FIRST 75 FEET w: ,I ,,I; + I ( ) HOMERUN TO;SPARE 20/1 1 Fleet Landing Blvd I, I ; ,� i, . OF COMBINED HOMERUN AND BRANCH CIRCUIT TO BE MINIMUM #10 WIRE. (3/4"C). BREAKER IN PANEL L1 VIA ,I 1 I 'I ..... LIGHTING CONTACTOR 2. Atlantic Beach, FL 32233 I , 30AR 4. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF FIXTURES. I I 3R �' I I�'' I N F � ,. {I I ! I II 5. ALL EMPTY CONDUITS ARE TO HAVE PULL-STRINGS PROVIDED IN THEM. ,;, { i I I I , ,. ARCHITECT �I I �I ! �� III NON-FUSED DISCQGyNECTiNF DENOTES NON-FUSED AR DENOTES AMP RATING OF ....... _ - ! I- ,I SWITCH ENCLOSURE NEMA RATING. 6. WHERE CONDUIT ROUTING IS SHOWN, THE CONDUITS ARE SHOWN FOR DIAGRAMMATIC . „ I1 � PURPOSES AND ARE NOT NECESSARILY REPRESENTATIVE OF EXACT PLACEMENT. THE VIA Concepts, LLC ; I I ROUTINGS SHOWN ARE PROPOSED CONDUIT ROUTINGS. CONTRACTOR TO COORDINATE ALL E3 ' f ..... " ` Third Street North ROUTING WITH OTHER TRADES PRIOR TO BID. CONTRACTOR TO FIELD VERIFY EXISTING 1807 1 HOMERUN TO SPARE 20/1 Jacksonville Beach FL 32250 I SERVICE AND DISTRIBUTION CONDITIONS AND ROUTING OF CONDUIT PRIOR TO BID. CONTRACTOR IS RESPONSIBLE FOR B BREAKER IN ;PANEL L1 VIA B= RELOCATING CONDUIT FROM THE PROPOSED ROUTING SHOWN TO THE ROUTING REQUIRED TO M26001354 LIGHTING CONTACTOR #2. I , FACILITATE INSTALLATION PER SPECIFICATIONS AND APPLICABLE CODES, COMPLETE WITH ALL I �` �I BRANCH CIRCUIT PANELBOARD UNDER 250 VOLTS SURFACE MOUNTED � ' ....... . ...... ,`, I COORDINATION AND EXISTING CONDITIONS TAKEN INTO ACCOUNT. CONTRACTOR IS :i I„ :!.{ I ,,, I, RESPONSIBLE FOR ALL CEILING AND WALL REPAIR REPLACEMENT AFTER ROUTING OF CONDUIT. / ......... STRUCTURAL .: t, I 1 . � I' I r A I II 7. SPLICES IN LIGHTING OUTLET BOXES SHALL BE KEPT TO A MINIMUM, PULL CONDUCTORS Latitude 30 En ineerin , { -: ..._ g g , i BRANCH CIRCUIT PANELBOARD UNDER 250 VOLTS FLUSH MOUNTED A THROUGH TO DEVICES, EQUIPMENT CABINETS PANELBOARDS. SPLICING IN WIREWAYS IS NOT f / ' II -B Second Street South J II ! PERMITTED UNLESS SPECIAL WRITTEN PERMISSION IS GRANTED BY A/E. S1 1 0 I Jacksonville Beach, FL 32250 p' r1 ' ' 8. NO SPLICES SHALL BE MADE IN COMMUNICATIONS OUTLET BOXES OR PULL BOXES (LE. FIRE PE No. 58773 �1 LIGHTING ' ' _ Certificate of Authorization No. 26691 � ' 1 ' II ALARM, COMPUTER, TELEPHONE ETC.) UNLESS SPECIFIC WRITTEN APPROVAL HAS BEEN GIVEN I . 1 ; I + BY ENGINEER. PULL CABLES THROUGH TO EQUIPMENT/TERMINAL CABINETS. :i A A ` I :1i FLUORESCENT STRIP FIXTURE ELECTRICAL 1 , '; I = i11 9. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE ENVIRONMENT IN , WHICH THEY ARE TO BE INSTALLED. ] ,� `, ,. ':, I '. Il. _! FLUORESCENT STRIP FIXTURE ociates Inc. .,y ' ' 1 D David Hunter & Ass l,I I, 1229 Sumter S uare Drive Wes �� 10. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE RESISTIVE ASSEMBLIES, (CLASSIFIED q t i II + ' II Ili AS FIRE SMOKE AND SMOKE R11110NS THEY SHALL BE INSTALLED WITHOUT AFFECTING A Jacksonville, FL 32218 I ,,! , i; I FLUORESCENT DOWNLIGHT FIXTURE / PA ), { ,R 11 rvl1 11 ; :.li'�, � THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS SHALL BE MET. A PE No. 53375 (� Certificate of Authorization No. 9882 I :,, �I Ili I �,,i i; I. , . (� I %� FLUORESCENT DOWNLIGHT FIXTURE WITH EMERGENCY BATTERY BALLAST. A. ALL ELECTRICAL BOXES SHALL BE METALLIC. {`V , 0 i_� ll . I! ; I ,111 B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. _ - i III i I I's, ':, WALL MOUNTED HID, FLUORESCENT, OR INCANDESCENT FIXTURE #' I .;I I ,i I I + �,. = I I REMOVE EXISTING LIGHT f, I; LII C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. B i II I [ �� i I: i FIXTURE AND TURN OVER - i ;II ' D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY TO OWNER. I; I I, I I i FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL). B ' I _- E. PROVIDE A WALL AROUND OUTLETS LARGER THAT 16 SQUARE INCHES. THE INTEGRITY OF 11 a I� I I ;I THE WALL RATING SHALL BE MAINTAINED. Ir LANDSCAPE Iti ,I I I i,% lil S h F. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARL it 11� �� I ;i?; I INCHES PER 100 SQUARE FEET. Brian Burke, L.A. I d I, .I , `. li_, . I I . „ I , I � G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE RESISTIVE ASSEMBLIES SHALL BE 1015 AtlantlC BIVd Atlantic B I INIMU each FL SEPARATED BY A M MHO ZONTAL DISTANCE OF 24 INCHES. 32233 RI . . . r. License No. LA000 . 1260 I B H. OUTLET BOXES SHALL E L 0 L ING E ERS. SECURE Y FASTENED T WA L FRAM MMB . I . : I. i I I '' I 1 , I . . I , ,I i (, I I.THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED 1 8 INCH l f l FEL '1a II / lis II I Tai I I 7 1,. ;, L it BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. E i" 'i rp i t II� ! p ,+;. \ r ,. ho �, I It ,,. ..}�f.. I I C '.Ii ,I,, 1 , .;I,I o .< ;v . { _ I a l F 1 I { I - \\� 1 I I , , I I I O� R ' *' fi , I I DEMOLITION NOTES L { , GENERAL LIGHTING NOTES ,,, I1 I f �, I I ` , 1 , f „ !. \ I ,� I I i 1. REMOVE ALL ELECTRICAL ITEMS ASSOCIATED WITH ITEMS REQUIRED TO BE REMOVED. THIS , lI I I 3 UDES BUT IS NOT LIMITED TO CONDUIT WIRE DEVICES AND CONDUIT SUPPORTS. 1. ALL FLUORESCENT FIXTURES SHALL USE T8 LAMPS AND ELECTRONIC BALLASTS, UNLESS . ` L i INGL LIGHTING PLAN BUILDING 4000 OTHERWISE NOTED. l it I 4 2. ALL EXISTING LIGHT FIXTURES LABELED "EX" ARE TO REMAIN AND BE REUSED. THESE » _ " _` 4 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 I �� ELECTRICAL CONTRACTOR SHALL ALSO REPLACE ALL BURNED OUT LAMPS. OTHERWISE NOTED. ii' !I AT 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHT 3. ABANDONED RACEWAYS SHALL BE REMOVED WHERE POSSIBLE. ABANDONED RACEWAYS TH I' I fi; ' f j. I I ! CANNOT BE REMOVED SHALL HAVE THE WIRES PULLED FROM THEM AND CAPPED. FIXTURES. . I , i I ACEWAY 4. COORDINATE TYPE OF CEILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING 4. WHERE EXISTING RACEWAYS ARE REUSED THE OLD WIRES SHALL BE REMOVED, THE R 6 3r ,, I PLANS AND PROVIDE FIXTURE TRIM AS REQUIRED. u !r SWABBED OUT AND NEW WIRES PULLED. .} d I _ fi LrI f ! 5. PROVIDE ZERO DEGREE BALLASTS FOR ALL OUTDOOR LIGHTING FIXTURES. I 5. IF ANY EXISTING ELECTRICAL EQUIPMENT THAT IS TO REMAIN IN OPERATION BECOMES . r I ii I1 i + ISOLATED BECAUSE OF PHASING OR BY THE REMOVAL OF WALLS, CEILINGS, ELECTRICAL 1 1 6. ALL ACRYLIC LENSED FIXTURES SHALL HAVE A LENS THICKNESS OF .125 INCHES MINIMUM. ` ' EQUIPMENT ETC., IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REROUTE AND/OR I I � RECONNECT THE EQUIPMENT SO THAT THE SYSTEM IS OPERATIONAL AS SOON AS POSSIBLE. I ;, , I THIS SHALL ALSO APPLY TO THE SWITCHING OF LIGHTS AS NEEDED TO KEEP THE FACILITY 7. IF THERE IS A DISCREPANCY BETWEEN A FIXTURE DESCRIPTION AND GENERAL NOTES, AND . I 1 THE CATALOG NUMBER LISTED, THE FIXTURE DESCRIPTION AND GENERAL NOTES SHALL FUNCTIONAL. . . r DIcrATE. LIGHTING FIXTURE SCHEDULE I I { p < < ! € I 6. ANY MOTORS, HVAC DEVICES OR OTHER EQUIPMENT WHICH IS TO BE REMOVED SHALL ALSO NO. REVISION/ISSUE DATE I ,I I „ I # HAVE THE ELECTRICAL CONNEC11ON REMOVED. �. =1 e I I I I{ ' TYPE DESCRIPTION MANUFACTURER AND CATALOG NUMBER VOLTAGE LAMPS REMARKS �; { I ' 1 c 1 k I, ;In 1 � 7. IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO RELOCATE AND RECONNECT " �` `! ' I' g: -1 10 DIA. RECESSED COMPACT FLUORESCENT CAPRI CAL CIRCUITS AS RE UIRED TO AVOID NEW CONSTRUC110N. 2 F032 41'K i{, ; ! ` EXISTING ELECTRI Q. / FURNISH WITH EMERGENCY BATTERY OPTION I i I >I ; A DOWNLIGHT WITH STEP WHITE BAFFLE AND CM10 FX226 H105WBF 120V DOUBLE TWIN yN IERE SHOWN. F ` 8. FOR ANY CUTTING OR PATCHING OF WALLS AND CEILING REQUIRED, THE ELECTRICAL FRESNEL LENS. DAMP LOCATION LISTED. APPROVED EQUAL TUBE II� I Ii I ` i " 1 CONTRACTOR SHALL BE RESPONSIBLE FOR SAME, HOWEVER WORK SHALL BE PERFORMED BY I I I [I f 1 I DAYBRITE S EN SKILLED IN TH AT TRADE. I .I I � CRAFT M I T r p INSTALL IN ARCHITECTURAL COVE. I I INV I L A N I I FLUORESCENT 2-LAMP STAGGERED STRIP. 2-FO32/41-K ) + I B UL LISTED FOR DAMP LOCAl10NS. SSR232-UNV-1/2-EB 120V T8 I , # i , I 9. BEFORE DEMOLISHING ANY RACEWAY OR WIRE, THE CONTRACTOR SHALL VERIFY WHAT IT _ APPROVED EQUAL I I I 1 1 1 t S TO ENSURE SERVICE IS NOT LOST TO ITEMS OUTSIDE OF THE AREA IN THE PHASING . ;I SERVE GEGEN D AN D i it PLAN. I r I, I. € I + , �, f i1 1 ; ! 10. EXISTING CONDUITS TO BE DEMOLISHED THAT PENETRATE EXTERIOR WALLS SHALL BE RIOR WALL PATCHED OR THE RACEWAYS SHALL BE SEALED ON N O T E S �` I i` : I, �I , I REMOVED AND THE EXTE I I I I + INTERIOR OF THE BUILDING TO PREVENT WATER FROM ENTERING BUILDING. ' �I , SI !. 1 ( .� Ir S _ i I I; i 1 11. IT IS STRONGLY RECOMMENDED THAT THE ELECTRICAL CONTRACTOR VISIT THE SITE PRIOR TO I :11 �, I I { I I; 1 I� I ! BIDDING TO ASCERTAIN EXISTING CONDITIONS AS HE WILL BE RESPONSIBLE FOR EXISTING k I r I" i I' i I ' i 111 CONDITIONS AS REQUIRED IN OTHER NOTES. #� L a ll! I ,� i �, �I d. ,! I ! I 12. WHERE ELECTRICAL EQUIPMENT IS NOT SHOWN ON WALLS THAT ARE TO BE REMOVED, 1 l I �, � I I + I CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF EQUIPMENT AND HE SHALL BE RESPONSIBLE I I I I FOR REMOVAL OF SAME AND RECONNEC11ON OF EXISTING CIRCUITS. !, i' ; # ' ,� h I 1 k � I � � + i , ° I ; ! i €' , 3 1 I I I PERMIT DOCUMENTS I y{ I 9 I I I a ..f I I , t „I I `�� 1 - . N �! I 1 , I _ .t R 1 3 _ - D. I 0 H. 0 1308 AS SHO I 15d WN 11 0 4 13 fi. ,... P ROJ. N0. DWN BY SC LE'' DT v David Hunter & Associates, Inc. A, A E ,/�� 12291 Sumter Square Drive West _ ' -_ -� Jacksonville, Florida 32218 � y - I I I PERTAIN TO 1 Tel: 904.662.2445 C BOLS SHOWN ON THIS LEGEND MAY NOT OJECT. I I NOTE. SOME SYM CHIS PR _ I I � r' 111 - - Fax: 904.751.1205 �' .I ; I ` l; 1 EB 0009882 DHA Number:D013034 �i, i I�:� �= , . t � , E II I: o� i 7 1 I � � f+ 11 �, I j` „ I , , I_ 1 r1 _ _ i I I .` , r - d N' 1i g # .. ... 1 illI =' ' It I I ' . . e I , I 1. I. s �' ., 1 ,1 ^i t # o d add r �41 j , ,, t I 1� i � )j, :I { j, fi � ' + ,1 �1 VIII 9"`{ 4 ' f # I I j 3i n e p , (.4,I b �' ,1�l. d.�i,l ,I +f1 , ;,. fi d. Y II i.,. �x II lt,nl � 1� Ir {I I f � � I .Meet La nd � n � 1 , t ! 11, izllj '1. I„ ,� } , ;) � ' zi I I �, I , ', ' 1, I I . III h ; II I1 d Rl, j , 1 p�.:1 19, [i° ' , � _,, I - : ,',� Ij! I ., ,l" , . I � ,�I� � : 1 I :, - �I I I 1 I` , �I 1 II I � I I. � , , � I I I 11 11, ." �I I -�' , , i � �I';�' 1 � 1 � i I Ii 1I �I! 1 . � I , . 1 � :1� t � , ; I I' l I I , I11 Port COChereI � . II I �.1 ,,� I , I ,i I ,e,, 11, � ,I i �' F. i I �I I i :jr : i A I 1. I I � i 1 , �� I .f �: I : i 'I �", . I li I " : : I I it 1: ,l I i I I ; : I I � � � I I � I I I , : , I i I I 4. I I I � I i: I11 I , I " �� I II ''I { . . I � A 1 � I � ,� I� I � � ; � : 1 i !� i ! - 1 � I " I I ,� i , j': . I I I I s" , . � I i � � : I I II I , II I1 : II I I I I k I � T I 1 , I I I I ,II : I� � I o EL_ aI I I I �, 'P E C F CAT ONS i d:' 1 I 1 . 11 . I � I � i° � I I ; Y . Building 4000 Ili 1 V 11 I . Ill . 1, I . , I 1, i 'I I I 11� 3 I� ii t 1 1 I r , 11 k� j,: ',. Y - PARTI GENERAL C E u NT` i ii �I I I'i I I I . , I DESCRIPTION - 1 l I PART III INSTALLATION I , A. THE GENERAL REQUIREMENTS (PROVIDED BY THE ARCHITECT) ARE HEREBY MADE A PART OF THIS SECTION AS IF FULLY REPEATED HEREIN. ;' I k B. INFORMATION CONTAINED IN THIS ELECTRICAL MATERIALS AND METHODS SECTION: Fleet Landing I I 11 GROUNDING I I AND BONDING , l , I 1 Fleet Lundin Blvd g I ILII i `' I 1. AMENDS SUPPLEMENTS OR CLARIFlES REQUIREMENTS ESTABLISHED IN THE GENERAL REQUIREMENTS. IN CASES OF CONFLICT RE UIREMENTS OF THIS ELECTRICAL MATERIALS A A. PROVIDE 7 Q ND METHODS SECTION SHALL A BONDING JUMPER FOR ANY EQUIPMENT, MOTOR, LUMINAIRE OR DEVICE TO WHICH CURRENT CARRYING CONDUCTORS ARE CONNECTED THAT IS NOT BONDED TO THE EQUIPMENT GROUNDING CONDUCTOR. GOVERN. CONNECT THE BONDING JUMPER TO APPROVED LUGS OR GROUNDING BUSHINGS OR CLAMPS. ALL CONDUIT AND CABLE SHALL CONTAIN A GROUNDING CONDUCTOR11 . Atlantic Beach, FL 32253 , ���� , I j 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 { 1 , �` I I I I r. . , 1 C. THE WORK INCLUDED UNDER DIVISION 16 OF THE SPECIFICATIONS SHALL INCLUDE L 7ARCHITECT ATI IN L DE COMP ETE ELECTRICAL SYSTEMS AS SHOWN OR IMPLIED ON THE DRAWINGS AND AS SPECIFIED HEREIN. PROVIDE ALL SUPERVISION, LABOR, A. CONDUIT REQUIRED TO BE EXPOSED SHALL BE RUN PARALLEL OR PERPENDICULAR TO THE WALLS, CEILINGS, OR STRUCTURAL MEMBERS AND PROVIDE SUPPORTS AS REQUIRED BY THE NEC. IN ADDITION INSTALL i 1 I j MATERIALS, EQUIPMENT, MACHINERY, AND OTHER ITEMS NECESSARY TO COMPLETE THE ELECTRICAL_ SYSTEM. SUPPORTS AS REQUIRED 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 1 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 VIA Concepts, LLC , I I I CODES. ORDINANCES AND PERMITS 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 INSTALL SO AS TO PREVENT ANY VIBRATION AGAINST STRUCTUREi , PIPE OR DUCT WORK. 1807 Third Street Nortn I � 1 I I A. THE NATIONAL ELECTRICAL CODE AND OSHA SHALL ESTABLISH THE MINIMUM REQUIREMENTS FOR INSTALLATION, BUT IN ADDITION, ALL WORK SHALL ALSO COMPLY WITH FEDERAL, LOCAL, STATE, COUNTY OR MUNICIPAL Jacksonville Beach, FL 32250 I I Ii1 G A426001354 CODE RE UIREMENTS. OBTAIN INFORMATION ON ALL CODES RESTRICTIONS AND RE UIREMENTS. IN CASE OF CONFLICT B B. ALL Q Q ETWEEN THE CONTRACT DOCUMENTS AND A GOVERNING CODE OR ORDINANCE, SUCH CONFLICT 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 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. I I WITH THE CONTRACTOR. . , I :I 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 srRucn;RAL II, 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 TH E ARCHITECT OR PROJECT THE FIRST FlTTING. - . I MANAGER. WHERE APPLICABLE, ALL MATERIALS AND EQUIPMENT SHALL BEAR THE UL SEAL. CERTIFICATES TO THIS EFFECT SHALL BE FURNISHED TO THE ARCHITECT UPON REQUEST. . I I I Latitude 30 Engineering ,. - - - I 9 g 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 j ; ' ' ` 1510—B Second Street South THEY MAY BE OMITTED. DRAWINGS AND SPECIFICATIONS Jacksonville Beach, FL 32250 E. CON PE No. 58773 CONDUIT SHALL NOT BE SMALLER THAN 1 2 TRADE SIZE AND MUST BE SIZED TO ACCEPT THE CONDUCTORS INDICATED.TE . Certificate of Authorisation 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 THE GENERAL ARRANGEMENT OF THE SYSTEM AND NOT TO INDICATE ALL OFFSETS, FlTTINGS AND ACCESSORIES WHICH MAY BE REQUIRED, NOR TO SHOW EXACT LOCATIONS OF CONDUIT, LUMINAIRES OR EQUIPMENT WIRING �l i I] E EXCEPT WHERE ACTUAL DIMENSIONS ARE GIVEN. jI 1i I 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. ELECTRICAL „ll. 1� Itl I , B. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO CALL FOR FINISHED WORK, TESTED, AND READY FOR OPERATION AND IN COMPLETE CONFORMANCE WITH ALL APPLICABLE CODES, RULES AND REGULATIONS. v 1 , 11 II ! 'I � . I r I, �I ,,i MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR THE PROPER INSTALLATION AND OPERATION OF THE VARIOUS S S S " Da �d Hunter & Associates, Inc. „I Y TEM , SHALL BE INCLUDED IN THE 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 DEVICES AT WIRED OUTLETS. ' �11 1229 Sumter Square Drive West 1 SHOWN ON THE DRAWINGS. '" s1" i N, I ,4 . :ii , ,' C. MAKE BRANCH CIRCUIT JOINTS AND TAPS IN WIRE SIZE 10 AND SMALLER WITH SOLDE R ," �,, # RLESS CONNECTORS. MAKE JOINTS AND TAPS IN WIRE SIZED 8 AND LARGER WITH BOLTED OR SCREWED SOLDERLESS CONNECTORS. Jacksonville FL 32218 , , 1 I ii ,' I '� I. ! C. THE WORK DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS SHALL NOT BE ALTERED IN ANY WAY. REQUESTS TO DEPART FROM THE INTENDED DESIGN SHALL BE SUBMITTED IN DETAIL TO THE ARCHITECT FOR # ' 11 I I �� �, ; , ., i PE No. 53375 1 1 �I , 1 Ii 11 11 ;I APPROVAL PRIOR TO THE COMMENCEMENT OF SUCH WORK. ALL REVISIONS SHALL BE APPROVED IN WRITING BY 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. 9882 I" I I ik �V 1i I I' " `' 1 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 PRbJECT BOXES 1\ I 11 i � '� 1 I�r ii { I I I MANAGER WHILE UNDER CONSTRUCTION AND AT PROJECT COMPLETION. ". ", lIl 1 �; 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 1 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. I sI n I I �. A. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CURRENT SET OF ELECTRICAL DRAWINGS AN D SPECIFICATIONS TO BE USED FOR CONSTRUCTION PROGRESS REVIEW AND REVISIONS. FIELD " h I " I B. INSTALL THE BOXES SQUARE AND PLUMB WITH THE RECEPTACLE AND JUNCTION BOXES IN A VERTICAL POSITION. THE FRONT EDGE OF BOXES INSTALLED IN NON-COMBUSTIBLE WALLS SHALL BE NO DEEPER THAN 1 4 1 MARKS SHALL BE INDICATED ON THESE PLANS. UPON COMPLETION OF THE PROJECT, THESE FIELD PLANS WILL BE FORWARDED TO THE ARCHITECT. AND FOR COMBUSTIBLE FACED WALLS THEY SHALL BE FLUSH. / I .. . , , I PART II PRODUCTS . ,,. C. COVER ALL B X 0 ES FOR FUTURE USE OR JUNCTION PURPOSES WITH BLANK PLATES. '.I _ , - I -. t Ir `.,I " 1 MATERIALS � 11111 D. ADJUS BOX S T E NSTALLED IN CONCRETE FL00 S , R LABS WITH THE TOP LEVEL AT FINISHED FL00 17 R SURFACE. I I LANDSCAPE P .I..tt r 1 La I � ,1 �, r'. I „'Il I - I I'. Ijil 1 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 ill _ Brian Burke L.A. li ESTABLISHED. THESE MATERIALS SHALL BEAR THE UL LABEL. CIRCUIT BREAKERS SHALL BE SINGLE OR MULTI POLE MOLDED CASE, OF COMMON HANDLE-COMMON TRIP WITHOUT HANDLE TIES, THERMAL MAGNETIC, _ i j QUICK-MAKE, QUICK-BREAK FOR MANUAL AND AUTOMATIC OPERATION. _ �A. GANG THE DEVICES WHERE INDICATED TOGETHER IN COMMON BOXES WITH DEVICE STRAPS BONDED TO THE METALLIC SYSTEM OR SEPARATE GROUNDING CONDUCTOR. 1015 Atlantic Blvd I I CONDUIT AND CABLE " B.` CONNECT SWITCHES IN SUCH A MANNER THAT THE SWITCH NEAREST THE DOOR CONTROLS THE LUMINAIRE OR DEVICE NEAREST THE DOOR AND PROGRESS TO Atlantic Beach, FL 32233 THE FURTHEST LUMINAIRE OR DEVICE, UNLESS OTHERWISE111.1:. 11 1 INDICATED. License No. �A000l2so I I 1 I A. CONDUIT MAY BE GALVANIZED RIGID STEEL CONDUIT, INTERMEDIATE METAL CONDUIT, OR ELECTRICAL METALLIC TUBING EXCEPT AS OTHERWISE SPECIFIED HEREIN. I I I ; 1 g .M1 a (I, 1 : . r LUMINAIRES , ' ;k, ii '. i' ''' - ; 1 B. RIGID NONMETALLIC CONDUIT SCHEDULE 40 PVC SHALL BE USED UNDERGROUND WHERE IMBEDDED IN CONCRETE IN PARKING GARAGE ,11, ',I I'I ( ) , AND WHERE STUBBED THRU SLABS TO THE UTILIZATION DEVICEI'll II A. CONNECT SINGLE CONNECTION LUMINAIRES SURFACE OR STEM U G \ V 1 . r„ ,I� s HUNG,, WITH TYPE TFFN HEAT RESISTANT LUMINAIRE WIRE. CONNECT MULTIPLE CONNECTION FLUORESCENT LUMINAIRES SURFACE OR STEM HUNG w 1 , WITH 11 , , . I .a I NCES A F NAL CO NE T10NS TO MOTORS APPLIA ND VIB -� L L C LEXIBLE METAL CONDUIT SHALL BE USED FOR I N C RATING E UIPMEN F Q T. UTILIZE LI UIDTIGHT IN DAMP AND WET LOCATIONS. TYPE XHHW HEAT RESISTANT THERMOPLASTIC OR TYPE THHN HEAT RESISTANT THE - .- Q RMOPLASTIC WIRE OF A SIZE INDICATED FOR THE BRANCH CIRCUIT. USE THE TYPE XHHW OR THHN CONDUCTOR FOR THE BRANCH `,`I ll. ,II . . j! J CIRCUIT CONNECTION OF LUMINAIRES THROUGH FLUORESCENT WIREWAYS OR CHANNELS. \ t i I I i:; 1 { D. MC CABLE MAY BE USED FOR BRANCH CIRCUIT DEVICE CONNECTIONS WHERE APPROVED BY LOCAL AUTHORITY. ,. , i _, , . " \ _ _1 ;, L, i !' B. ,:,z:SUPPORT LUMINAIRES TO BE RECESSED IN READILY REMOVABLE TILE CEILINGS LAY-IN TYPE FROM THE T-BAR LE _ \ . I I ( ) 11 SUPPORT USING SEPARATE SUPPORTING WIRES AND CONNECT TO REMOTE MOUNTED 4 SQUARE \ \ I ;;; I I111. , I " - CONDUCTORS " JUNCTION BOXES WI I! i . ;°, TH A LENGTH OF 3 8 FLEXIBLE CONDUIT AND 12 XHHW OR THHN BRANCH CIRCUIT CONDUCTORS AND 12 GROUNDING CONDUCTOR BON '" , J S I I / # ED BETWEEN THE CONDUIT SYSTEM AND THE LUMINAIRE. I I 11 ' ' S LE i I 4 ,, LL CONDUCTORS SHALL BE COP ER STRANDED OR SOLID IN TRADE SIZE 10 AWG AND MAL R STRANDED FO LARG s i "1 A. A P R ER SIZES. C. UPON COMPLETION OF THE PROJECT AND JUST PRIOR TO DELIVERING THE PROJECT TO THE OWNER CLEAN ALL LENSES REFLECTORS BAFFLES ETC. AND REMOVE ALL TAGS AND LABELS WHICH AFFECT THE �'i 1 , s 1 APPEARANCE OR PERFORMANCE OF THE LUMINAIRE. {; I I� f l I- i ii I B. EXCEPT WHERE OTHERWISE NOTED, CONDUCTORS SHALL NOT BE SMALLER THAN #14 AWG FOR FEEDER AND / OR BRANCH CIRCUIT WIRING. I �I 1 i illI I I I C. CONDUCTOR INSULATION SHALL GENERALLY BE THHN/THWN OR THWN OR XHHW EXCEPT WHERE OTHER INSULATION TYPES MAY BE REQUIRED TO MEET SPECIFIC CODE OR SPECIFICATION REQUIREMENTS. 1 II I I D. BRANCH CIRCUIT HOME RUNS MAY BE "GANGED" TOGETHER AT CONTRACTORS OPTION. WHERE BRANCH CIRCUITS OR FEEDERS ARE "GANGED" TOGETHER, CONDUIT AND WIRE SIZES SHALL BE ADJUSTED AS REQUIRED TO I MEET N.E.C. REQUIREMENTS. I fi. 1 II 1 I i Ill ri ,1: lOUTLET BOXES � 1 I 1 I A. ALL OUTLET BOXES EXTENSIONS AND COVER FRAMES SHALL BE GALVANIZED SHEET STEEL OR PLASTIC FOR CONCEALE I` D LOCATIONS OR CAST METAL FOR EXPOSED LOCATIONS UNLESS OTHERWISE NOTED. BOXES s " U 0 EEP ND SHALL BE SIZED TO ACCOMMODATE THE INSTALLED CONDUITS CONDUCTO SHALL BE A MINIM M F 1 1/2 D A RS AND DEVICES. BOXES TO WHICH LUMINAIRES ARE INSTALLED SHALL HAVE STUDS AND STRAPS " I i11 I'll . '_ I REQUIRED TO SUPPORT THE WEIGHT OF THE LUMINAIRES. }'...I:'.. I';. PULL AND JUNCTION BOXES �, I . .. 1 I i l I � II A. PULL AND JUNCTION BOXES SHALL BE CONSTRUCTED OF CODE GAUGE GALVANIZED SHEET STEEL AND FITTED WITH SCREW COVERS HELD IN PLACE WITH CORROSION RESISTANT MACHINE SCREWS. ` I I - ' 1 ; ' 1 B. BOX SIZES SHALL CONFORM TO THE SIZES REQUIRED BY NEC AND AS SPECIFIED HEREIN AND ON THE DRAWINGS. _ - r LINO. REVISION 'ISSUE ,I I I DATE t,' : ; I I ; I WIRING AND CONTROL DEVICES - I I I ��' III' I, I I 1 A. ALL DEVICES SHALL BE COMMERCIAL GRADE.THE PRODUCT OF ONE MANUFACTURER THROUGHOUT THE PROJECT EXCEPT AS OTHERWISE NOTED. i � . , ' ' Ii " 1, 1 11 I I 1. WALL SWITCHES SHALL BE 20 AMPERE 120-277 VOLT AC TOGGLE HANDLE QUIET TYPE WITH SIDE OR BACK WIRING TERMINALS. SWITCHES SHALL BE SINGLE OR MULTI-POLE AS D ;{ I INDICATED ON DRAWINGS. I , I :11 1 I 2. DUPLEX RECEPTACLES SHALL BE STRAIGHT BLADE, 20 AMPERE 125 VOLT, AC, OF GROUNDING TYPE WITH SIDE OR BACK WIRING TERMINALS. ' I I. i , II i I 3. DEVICES COLORS SHALL MATCH EXISTING DEVICES. 1 j I I 4. REFER TO THE DRAWINGS FOR SPECIAL RECEPTACLE TYPE AND WIRING DEVICES. I , I I ,I I o , , - ELECTRICAL 11 , I I i II. � F , I 1 I I . �, lk",_ . : ,: IR 1 € I , I I I B. DEVICE PLATES SHALL BE SMOOTH PLASTIC, COLOR TO MATCH EXISTING UNLESS NOTED OTHERWISE FOR ALL FLUSH INSTALLED OUTLET BOXES. I l, � 1 1 2, i'i� :�, 11� 11 �.., ,I ,.,L1. 4 i, t I � I 1 �I, , , i'I , $�< , !! I U , � I I - I 0- I- I � � I �, r�i� j ;Ial �' ' IFI I I it ,, �l E I ,1 LUMINAIRES11 .1 ' :L 1,I ill �, , Vl�� I , I :�li , II I'� Ij l j t�' i �i i I , � SPECIFICATIONS ; t I c, . ,1I:i E is A. FURNISH AND INSTALL ALL LUMINAIRES AS SHOWN ON THE DRAWINGS AND/OR SPECIFIED BY THE ARCHITECT. LUMINAIRES SUBMITTED FOR APPROVAL MUST BE ACCOMPANIED BY COMPLETE PHOTOMETRIC DATA FOR11 1� 1— ' ' It , �;,, �t ilIl, ii!' ' ' j q, I 1,{ 1 1 ' �' P I ARCHITECT'S REVIEW. l �� I ti f 1 B. BALLASTS FOR FLUORESCENT LUMINAIRES SHALL BE HIGH POWER FACTOR ETL CBM AND ANSI CE D P AND RTIFIE CLASS " UL APPROVED. 7 5" . 1 I III 1 # I I:I 1 .;I a !� t " ' C. EMERGENCY BALLASTS SHALL BE BODINE #B-90, OR EQUAL. I, IIII I i l11 :.I 11 I I �� I I LAMPS 1 �,1 ii { 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 ,i . I I t°I � i 1. INCANDESCENT LAMPS SHALL BE RATED 130 VOLTS AND OF WATTAGE INDICATED I #. I , I , I� , �, ; 1 V 'l I i: II; :I t� ` I 2. FLUORESCENT LAMPS SHALL BE OF WATTAGE AS INDICATED IN THE LIGHTING FIXTURE SCHEDULE. �' � ,1 li;il . 1j I j#. I ;II 111 I 'iPERMIT DOCUMENTS l 1 , I 1, II` it ;: il € ; ,� I :� i - - I" ' J I , �.f I , it ¢P I _ I 111 ,t I Yk , I '' t .. , 1 I I l� ' II' ill : '1 , ! ::I ' GI { I l I 1 , I I I. f I I 1 II 00130815d D.H. AS SHOWN 11-04-13 I f 111 i k l F i a I, �'I I l + A { 1,:1 I i{, I i I I - p{y David Hunter & AssIIIIIIIIIIIociates, Inc. PROJ. NO. DWN BY_ SCALE DATE a I' 12291 Sumter S uare Drive West Ill , ,' , h :l # I'# I;, , `e. 1 0 i I f'' I ii 4 �; i , i'l ` 1 ` 77 '� ; i j , i -�2 Jacksonville , .•� I 'f 16 I 1 I r 1 Florida 32218 - I : �x'11 r I ; Tel: 904.662.2445E — ,� �� ,% ' ' I I 1, �I E� 11 I 51 1 �( 1 I Fax: 904.75 ' . . 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